MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK AUCKLAND - OPTION 2

Transcription

1 MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK UCKLN - Plot ate: 18/08/201 5:3:35 p.m. Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON BLOCK CENTRL FILE CONCRETE-_UCKLN_nick.maciver.rvt BN: 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. PRELIMINRY 1 TE RWING No. PROJECT No. WBS TYPE ISC - NUMBER NELS RG S-00-00

2 S S LIFT ETILS REFER TO SHEET S Plot ate: Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON 18/08/201 5:3:37 p.m. BLOCK CENTRL FILE CONCRETE-_UCKLN_nick.maciver.rvt B C CLIENT /250PFC PORTL FRME 200/250PFC PORTL FRME 190x90 SG8 TIMBER BEM 240x90 SG8 TIMBER BEM (400) NEW TWO-STOREY PORTL FRME (70) PROVIE FIXING BETWEEN LIFT SHFT SHS POST N EXISTING BUILING. FIXINGS TO BE M12 BOLTS T 300 CRS TO EXISTING TIMBER COLUMN N NEW OUBLE TIMBER STUS TO TRIM LIFT SHFT (500) 05 (5000) (5000) NEW TWO-STOREY PORTL FRME (500) (70) (400) 190x90 SG8 TIMBER BEM 240x90 SG8 TIMBER BEM 200/250PFC PORTL FRME TE ISION ETILS PPROVL SCLE FOR INFORMTION s indicated 1 RWN J.B.MKWN M. MCGECHIE 200/250PFC PORTL FRME PRELIMINRY PPROVE J.FINNEGN TE PROJECT RWING No. 1. LL TIMBER TO BE SG8 GRE. 2. LL WLL BRCING TO BE INSTLLE TO MNUFCTURERS SPECIFICTION. THIS INCLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS. 3. LL INTERNL STEELWORK SHLL BE CLENE N THEN PRIME WITH ONE COT OF PPROVE RE OXIE ZINC PHOSPHTE LKY PRIMER TO CHIEVE 4. NEW WLLS NOT LBELE S SPECIFIC BRCING WLLS SHLL BE LINE WITH STNR PLSTERBOR LININGS (BOTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPICL LINTEL FIXING N BRCING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESCRIPTION OF THE STRUCTURL SCHEME, LOING PRMETERS N %NBS TRGET VLUES. 7. THESE STRUCTURL ESIGN METHOOLOGIES HVE BEEN EVELOPE BSE ON SET RCHITECTURL LTERTIONS S WELL S NUMBER OF SSUMPTIONS IN REGRS TO THE LOCTION N EXISTING ETILS OF THE BUILING. THE SUITBILITY OF THESE STRUCTURL SCHEMES FOR PPLICTION TO NY SPECIFIC BUILING SHOUL BE SSESSE BY SUITBLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. BEFORE CRRYING OUT NY LTERTIONS. 8. CONTRCTOR TO RESS NY SBESTOS PRESENT IN THE BUILING PPROPRITELY. MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK UCKLN - PLN PROJECT No WBS TYPE ISC - NUMBER NELS RG

3 S-30- S-30- LIFT ETILS REFER TO SHEET S SEE S25- GIB GS1 Plot ate: 18/08/201 5:3:39 p.m. Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON BLOCK CENTRL FILE CONCRETE-_UCKLN_nick.maciver.rvt GIB GS1 B C 190x90 SG8 TIMBER BEM NEW TWO-STOREY PORTL FRME NEW TWO-STOREY PORTL FRME 190x90 SG8 TIMBER BEM 1. LL TIMBER TO BE SG8 GRE. 2. LL WLL BRCING TO BE INSTLLE TO MNUFCTURERS SPECIFICTION. THIS INCLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS. 3. LL INTERNL STEELWORK SHLL BE CLENE N THEN PRIME WITH ONE COT OF PPROVE RE OXIE ZINC PHOSPHTE LKY PRIMER TO CHIEVE 4. NEW WLLS NOT LBELE S SPECIFIC BRCING WLLS SHLL BE LINE WITH STNR PLSTERBOR LININGS (BOTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPICL LINTEL FIXING N BRCING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESCRIPTION OF THE STRUCTURL SCHEME, LOING PRMETERS N %NBS TRGET VLUES. 7. THESE STRUCTURL ESIGN METHOOLOGIES HVE BEEN EVELOPE BSE ON SET RCHITECTURL LTERTIONS S WELL S NUMBER OF SSUMPTIONS IN REGRS TO THE LOCTION N EXISTING ETILS OF THE BUILING. THE SUITBILITY OF THESE STRUCTURL SCHEMES FOR PPLICTION TO NY SPECIFIC BUILING SHOUL BE SSESSE BY SUITBLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. BEFORE CRRYING OUT NY LTERTIONS. 8. CONTRCTOR TO RESS NY SBESTOS PRESENT IN THE BUILING PPROPRITELY. CLIENT TE ISION ETILS PPROVL SCLE PRELIMINRY PROJECT MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK FOR INFORMTION s indicated 1 UCKLN - RWN PPROVE TE FIRST FLOOR PLN J.B.MKWN PROJECT No WBS TYPE ISC - NUMBER J.FINNEGN RWING No. M. MCGECHIE NELS RG S-25-

4 C B RL.70 m GIB GS1? 250PFC 01 Plot ate: 18/08/201 5:3:40 p.m. Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON BLOCK CENTRL FILE CONCRETE-_UCKLN_nick.maciver.rvt B C 250PFC x90 SG8 kn HOL OWN 1. LL TIMBER TO BE SG8 GRE. 2. LL WLL BRCING TO BE INSTLLE TO MNUFCTURERS SPECIFICTION. THIS RL.70 m INCLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS. 3. LL INTERNL STEELWORK SHLL BE 190x90 SG8 CLENE N THEN PRIME WITH ONE 1 COT OF PPROVE RE OXIE ZINC PHOSPHTE LKY PRIMER TO CHIEVE 4. NEW WLLS NOT LBELE S SPECIFIC BRCING WLLS SHLL BE LINE WITH STNR PLSTERBOR LININGS (BOTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPICL LINTEL FIXING N BRCING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR 240x90 SG8 ESCRIPTION OF THE STRUCTURL SCHEME, LOING PRMETERS N %NBS TRGET VLUES THESE STRUCTURL ESIGN METHOOLOGIES HVE BEEN EVELOPE 150 CONC WLL BSE ON SET RCHITECTURL LTERTIONS S WELL S NUMBER OF SSUMPTIONS IN REGRS TO THE LOCTION N EXISTING ETILS OF THE BUILING. THE SUITBILITY OF THESE STRUCTURL SCHEMES FOR PPLICTION TO NY SPECIFIC BUILING SHOUL BE SSESSE BY SUITBLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. BEFORE CRRYING OUT NY LTERTIONS. 8. CONTRCTOR TO RESS NY SBESTOS PRESENT IN THE BUILING PPROPRITELY. 02 CLIENT TE ISION ETILS PPROVL SCLE PRELIMINRY PROJECT MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK FOR INFORMTION s indicated 1 UCKLN - RWN PPROVE TE S 1 N 2 J.B.MKWN PROJECT No WBS TYPE ISC - NUMBER J.FINNEGN RWING No. M. MCGECHIE NELS RG S-30-

5 B C B C RL.70 m RL.70 m RL m RL m 1200x1200x00 FOUNTION P UNER ECH PORTL FRME LEG Plot ate: Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON 18/08/201 5:3:42 p.m. BLOCK CENTRL FILE CONCRETE-_UCKLN_nick.maciver.rvt CLIENT 05 TE ISION ETILS PPROVL SCLE FOR INFORMTION s indicated 1 RWN J.B.MKWN M. MCGECHIE PRELIMINRY PPROVE J.FINNEGN TE PROJECT RWING No. 1. LL TIMBER TO BE SG8 GRE. 2. LL WLL BRCING TO BE INSTLLE TO MNUFCTURERS SPECIFICTION. THIS INCLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS. 3. LL INTERNL STEELWORK SHLL BE CLENE N THEN PRIME WITH ONE COT OF PPROVE RE OXIE ZINC PHOSPHTE LKY PRIMER TO CHIEVE 4. NEW WLLS NOT LBELE S SPECIFIC BRCING WLLS SHLL BE LINE WITH STNR PLSTERBOR LININGS (BOTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPICL LINTEL FIXING N BRCING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESCRIPTION OF THE STRUCTURL SCHEME, LOING PRMETERS N %NBS TRGET VLUES. 7. THESE STRUCTURL ESIGN METHOOLOGIES HVE BEEN EVELOPE BSE ON SET RCHITECTURL LTERTIONS S WELL S NUMBER OF SSUMPTIONS IN REGRS TO THE LOCTION N EXISTING ETILS OF THE BUILING. THE SUITBILITY OF THESE STRUCTURL SCHEMES FOR PPLICTION TO NY SPECIFIC BUILING SHOUL BE SSESSE BY SUITBLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. BEFORE CRRYING OUT NY LTERTIONS. 8. CONTRCTOR TO RESS NY SBESTOS PRESENT IN THE BUILING PPROPRITELY. MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK UCKLN - 3, 4 N 5 PROJECT No WBS TYPE ISC - NUMBER NELS RG

6 S-30- RL.70 m 05 18/08/201 5:3:43 p.m. Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON BLOCK CENTRL FILE CONCRETE-_UCKLN_nick.maciver.rvt S LL TIMBER TO BE SG8 GRE. 2. LL WLL BRCING TO BE INSTLLE TO MNUFCTURERS SPECIFICTION. THIS INCLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS. 3. LL INTERNL STEELWORK SHLL BE CLENE N THEN PRIME WITH ONE COT OF PPROVE RE OXIE ZINC PHOSPHTE LKY PRIMER TO CHIEVE 4. NEW WLLS NOT LBELE S SPECIFIC BRCING WLLS SHLL BE LINE WITH STNR PLSTERBOR LININGS (BOTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPICL LINTEL FIXING N BRCING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESCRIPTION OF THE STRUCTURL SCHEME, LOING PRMETERS N %NBS TRGET VLUES. 7. THESE STRUCTURL ESIGN METHOOLOGIES HVE BEEN EVELOPE BSE ON SET RCHITECTURL LTERTIONS S WELL S NUMBER OF SSUMPTIONS IN REGRS TO THE LOCTION N EXISTING ETILS OF THE BUILING. THE SUITBILITY OF THESE STRUCTURL SCHEMES FOR PPLICTION TO NY SPECIFIC BUILING SHOUL BE SSESSE BY SUITBLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. BEFORE CRRYING OUT NY LTERTIONS. 8. CONTRCTOR TO RESS NY SBESTOS PRESENT IN THE BUILING PPROPRITELY. Plot ate: PRELIMINRY MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK UCKLN - S N CLIENT TE ISION ETILS PPROVL SCLE FOR INFORMTION s indicated 1 PROJECT RWN PPROVE TE J.B.MKWN PROJECT No WBS TYPE ISC - NUMBER J.FINNEGN RWING No. M. MCGECHIE NELS RG 24313

7 x400x400 SUMP SLB ON GRE S x75U 200x0RHS UB18 J5-150UB18-J5 150UB18 LIFT PIT - FOUNTION LEVEL LIFT SHFT - LIFT SHFT - FIRST FLOOR LIFT SHFT - TOP OF FRME S S-40-0 BRCING PLNE 150UB18 BRCING PLNE BRCING PLNE 150UB18 BRCING PLNE Plot ate: Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON 18/08/201 5:3:44 p.m. BLOCK CENTRL FILE CONCRETE-_UCKLN_nick.maciver.rvt RL m FIRST FLOOR LEVEL RL m RL m BOTTOM LIFT PIT 41 CLIENT RL m FIRST FLOOR LEVEL 1 S-40-0 RL m RL m BOTTOM LIFT PIT 42 3 S x5 PLTE TO PSS THROUGH SLOTS CUT IN RHS FWR BETWEEN PLTE N RHS RL m FIRST FLOOR LEVEL RL m RL m BOTTOM LIFT PIT TE ISION ETILS PPROVL SCLE FOR INFORMTION s indicated 1 150PFC RWN J.B.MKWN M. MCGECHIE RL m FIRST FLOOR LEVEL RL m RL m BOTTOM LIFT PIT 5 S-40-0 PRELIMINRY PPROVE J.FINNEGN TE 200x0RHS5 PROJECT 44 RWING No LL TIMBER TO BE SG8 GRE. 2. LL WLL BRCING TO BE INSTLLE TO MNUFCTURERS SPECIFICTION. THIS INCLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS. 3. LL INTERNL STEELWORK SHLL BE CLENE N THEN PRIME WITH ONE COT OF PPROVE RE OXIE ZINC PHOSPHTE LKY PRIMER TO CHIEVE MINIMUM RY FILM THICKNESS OF NEW WLLS NOT LBELE S SPECIFIC BRCING WLLS SHLL BE LINE WITH STNR PLSTERBOR LININGS (BOTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPICL LINTEL FIXING N BRCING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESCRIPTION OF THE STRUCTURL SCHEME, LOING PRMETERS N %NBS TRGET VLUES. 7. N ULTIMTE SOIL BERING OF 300KPa HS BEEN SSUME 8. LIFT RILS BY LIFT MNUFCTURER N INSTLLER. MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK UCKLN - LIFT ETILS PROJECT No WBS TYPE ISC - NUMBER NELS RG S-40-05

8 RL 0.000m 00 LP H12 VERT.T 200crs EF mm EN PLTE 2-M1 CHEMICL INJECTION NCHORS 8mm PLTE FWR TO SHS 2-M1 8.8/S BOLTS 70 M1 8.8/S BOLT 8mm PLTE FWR TO SHS 2-M1 8.8/S BOLTS 90 5mm CPPING PLTE 150UB FWR TO POST 0 70 RL -1.0m BOTTOM LIFT PIT H12 VERT.T 200crs EF PM 75 CVR 50 CVR H12 T 150crs T&B EW 4 1 : 20 S FCE OF LIFT PIT 1 S mm CPPING PLTE 8mm CLET PST THROUGH POST FWR 2 S M1 8.8/S BOLT BRCING FWR TO POT N UB 8mm CLET PST THROUGH POST FWR 3 S M1 8.8/S BOLT BRCING FWR TO POT N UB Plot ate: Office: Filename: 18/08/201 5:3:45 p.m. C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON BLOCK CENTRL FILE 201 -C ONCRETE-_UCKLN_nick.maciver.rvt H12 4-H12 CLIENT H12 U-BRS T 150 CRS (x300) 200 SUMP ETIL 5 S H12 L-BRS T 150 CRS TE ISION ETILS PPROVL SCLE FOR INFORMTION s indicated 1 RWN J.B.MKWN M. MCGECHIE PRELIMINRY PPROVE J.FINNEGN TE PROJECT RWING No. 1. LL TIMBER TO BE SG8 GRE. 2. LL WLL BRCING TO BE INSTLLE TO MNUFCTURERS SPECIFICTION. THIS INCLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS. 3. LL INTERNL STEELWORK SHLL BE CLENE N THEN PRIME WITH ONE COT OF PPROVE RE OXIE ZINC PHOSPHTE LKY PRIMER TO CHIEVE 4. NEW WLLS NOT LBELE S SPECIFIC BRCING WLLS SHLL BE LINE WITH STNR PLSTERBOR LININGS (BOTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPICL LINTEL FIXING N BRCING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESCRIPTION OF THE STRUCTURL SCHEME, LOING PRMETERS N %NBS TRGET VLUES. 7. THESE STRUCTURL ESIGN METHOOLOGIES HVE BEEN EVELOPE BSE ON SET RCHITECTURL LTERTIONS S WELL S NUMBER OF SSUMPTIONS IN REGRS TO THE LOCTION N EXISTING ETILS OF THE BUILING. THE SUITBILITY OF THESE STRUCTURL SCHEMES FOR PPLICTION TO NY SPECIFIC BUILING SHOUL BE SSESSE BY SUITBLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. BEFORE CRRYING OUT NY LTERTIONS. 8. CONTRCTOR TO RESS NY SBESTOS PRESENT IN THE BUILING PPROPRITELY. MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK UCKLN - LIFT SHFT GENERL ETILS PROJECT No WBS TYPE ISC - NU MBER NELS RG S-40-0

9 22B mm STIFFENER 480 RL.70 m PFC 1mm STIFFENER 1mm EN PLTE WEB PFC BETWEEN STIFFENERS N FLNGES mm EN PLTE 8-M20 GRE 8.8/S BOLTS 22 22B 22C EXISTING BOTTOM CHOR OF TRUSS M12 COCH BOLTS T 400 CRS NEW JOIST HNGERS EXISTING CEILING JOISTS RL.70 m 180x0 BLOCKING Plot ate: Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON 18/08/201 5:3:4 p.m. BLOCK CENTRL FILE CONCRETE-_UCKLN_nick.maciver.rvt H12 T 300 CRS 00 LONG RILLE N GROUTE INTO EXISTING FOUNTION WLL 75mm EMBEMENT EXISTING FOUNTION UNER PIN TO EXISTING FOUNTION WLL IF REQUIRE mm EN PLTE 20mm RY PCK C -H20 TOP N BOTTOM EW mm BSE PLTE 4-M1 EPCON C NCHORS 400 EMBEMENT CLIENT TE ISION ETILS PPROVL FOR INFORMTION 20 M12 COCH BOLTS STGGERE T 400 CRS EXISTING LMINTE BEM SCLE PRELIMINRY PROJECT 1 RWN PPROVE TE J.B.MKWN PROJECT No WBS TYPE J.FINNEGN RWING No. M. MCGECHIE NELS RG 1. LL TIMBER TO BE SG8 GRE. 2. LL WLL BRCING TO BE INSTLLE TO MNUFCTURERS SPECIFICTION. THIS INCLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS. 3. LL INTERNL STEELWORK SHLL BE CLENE N THEN PRIME WITH ONE COT OF PPROVE RE OXIE ZINC PHOSPHTE LKY PRIMER TO CHIEVE 4. NEW WLLS NOT LBELE S SPECIFIC BRCING WLLS SHLL BE LINE WITH STNR PLSTERBOR LININGS (BOTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPICL LINTEL FIXING N BRCING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESCRIPTION OF THE STRUCTURL SCHEME, LOING PRMETERS N %NBS TRGET VLUES. 7. THESE STRUCTURL ESIGN METHOOLOGIES HVE BEEN EVELOPE BSE ON SET RCHITECTURL LTERTIONS S WELL S NUMBER OF SSUMPTIONS IN REGRS TO THE LOCTION N EXISTING ETILS OF THE BUILING. THE SUITBILITY OF THESE STRUCTURL SCHEMES FOR PPLICTION TO NY SPECIFIC BUILING SHOUL BE SSESSE BY SUITBLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. BEFORE CRRYING OUT NY LTERTIONS. 8. N LLOWBLE SOIL BERING PRESSURE OF 250KPa HS BEEN SSUME. 9. CONTRCTOR TO RESS NY SBESTOS PRESENT IN THE BUILING PPROPRITELY. MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK UCKLN - STEEL ETILS ISC - NUMBER

10 W I N O W W I N O W W I N O W EXISTING COLUMN BC1 BEYON (TO REMIN) SPLICE W I N O W EXISTING COLUMN BC1 BEYON (TO REMIN) SPLICE W I N O W C 250PFC W I N O W RL.70 m B RL.70 m 1. LL TIMBER TO BE SG8 GRE. 2. LL WLL BRCING TO BE INSTLLE TO MNUFCTURERS SPECIFICTION. THIS INCLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS. 3. LL INTERNL STEELWORK SHLL BE CLENE N THEN PRIME WITH ONE COT OF PPROVE RE OXIE ZINC PHOSPHTE LKY PRIMER TO CHIEVE 4. NEW WLLS NOT LBELE S SPECIFIC BRCING WLLS SHLL BE LINE WITH STNR PLSTERBOR LININGS (BOTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPICL LINTEL FIXING N BRCING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESCRIPTION OF THE STRUCTURL SCHEME, LOING PRMETERS N %NBS TRGET VLUES. 7. THESE STRUCTURL ESIGN METHOOLOGIES HVE BEEN EVELOPE BSE ON SET RCHITECTURL LTERTIONS S WELL S NUMBER OF SSUMPTIONS IN REGRS TO THE LOCTION N EXISTING ETILS OF THE BUILING. THE SUITBILITY OF THESE STRUCTURL SCHEMES FOR PPLICTION TO NY SPECIFIC BUILING SHOUL BE SSESSE BY SUITBLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. BEFORE CRRYING OUT NY LTERTIONS. 8. CONTRCTOR TO RESS NY SBESTOS PRESENT IN THE BUILING PPROPRITELY. NC.07 3 VIEW PORTL FRME Plot ate: Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON 18/08/201 5:3:50 p.m. BLOCK CENTRL FILE CONCRETE-_UCKLN_nick.maciver.rvt EXISTING FLOORING EXISTING FOOTING/BOTTOM PLTE EXISTING CONCRETE P (TO REMIN) 250PFC PORTL CUT N SUPPORT EXISTING FLOOR N JOIST ON NEW PORTL LEG S REQUIRE N MKE GOO (TYPICL) H12 U BRS-EW (TYPICL) EPTH TO MTCH EXISTING FOOTING 3-H12 U BRS 370x0x12 BSE PLTE 2-M20 G4. EPCON C CHEMSETS 125 mm EMBEMENT 25 mm RY PCK MORTR B PORTL LEG ROUGHEN EXISTING P SURFCE T NEW P LOCTIONS (TYPICL) EXISTING TIMBER FRMING/CLING (TO REMIN) 12 U BRS EPOXY GROUTE INTO EXISTING CONCRETE FOOTING (TYPICL) EXISTING FOUNTION P G R O U N 12mm STIFFENER PLTES, V-BUTT WELS TO FLNGES. mm FWR TO WEB, NOTE: PORTL ENS SIMILR CLIENT TE ISION ETILS PPROVL FOR INFORMTION 250PFC C 00 (TYPICL ECH SIE) M12x45mm COCH SCREWS T 300mm MXIMUM CRS (TYPICL) SPLICE 2-320x90xmm EN PLTES, mm FWR 2-M1 BOLTS FLOORING FIXE TO TOP PLTE N PERIMETER JOIST WITH 3.15 mm 0 CENTRES EXISTING TIMBER JOISTS/FLOORING 90x45 TIMBER PLTE FIXE TO PFC WITH M MXIMUM CENTRES SCLE PRELIMINRY PROJECT s indicated 1 RWN PPROVE TE J.B.MKWN PROJECT No WBS TYPE J.FINNEGN RWING No. M. MCGECHIE NELS RG UCKLN - BRCING ETILS ISC - NUMBER EXISTING TIMBER FRMING/CLING (TO REMIN) M12 COCH 300 MX CENTRES TO EXISTING JOIST, 40 mm MINIMUM EMBEMENT MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK 24313

11 1. LL TIMBER TO BE SG8 GRE. 2. LL WLL BRCING TO BE INSTLLE TO MNUFCTURERS SPECIFICTION. THIS INCLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS. 3. LL INTERNL STEELWORK SHLL BE CLENE N THEN PRIME WITH ONE COT OF PPROVE RE OXIE ZINC PHOSPHTE LKY PRIMER TO CHIEVE 4. NEW WLLS NOT LBELE S SPECIFIC BRCING WLLS SHLL BE LINE WITH STNR PLSTERBOR LININGS (BOTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPICL LINTEL FIXING N BRCING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESCRIPTION OF THE STRUCTURL SCHEME, LOING PRMETERS N %NBS TRGET VLUES. 7. THESE STRUCTURL ESIGN METHOOLOGIES HVE BEEN EVELOPE BSE ON SET RCHITECTURL LTERTIONS S WELL S NUMBER OF SSUMPTIONS IN REGRS TO THE LOCTION N EXISTING ETILS OF THE BUILING. THE SUITBILITY OF THESE STRUCTURL SCHEMES FOR PPLICTION TO NY SPECIFIC BUILING SHOUL BE SSESSE BY SUITBLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. BEFORE CRRYING OUT NY LTERTIONS. 8. CONTRCTOR TO RESS NY SBESTOS PRESENT IN THE BUILING PPROPRITELY. 95x15 JOIST HNGERS WITH 4 M12 EPCON C NCHORS TO EXISTING STUS 190x90 SG8 TIMBER BEM 190x90 SG8 TIMBER BEM TIMBER FRMING MUST COMPLY WITH: NZBC B1 STRUCTURES:S1 CLUSE 3 TIMBER (NZS 304:20) NZBC B2 URBILITY:S1 CLUSE 3.2 TIMBER (NZS302) FRMING IMENSIONS N HEIGHT RE S ETERMINE BY NZS 304 STU N TOP PLTE TBLES FOR LO BERING N NON LO BERING WLLS. KILN RIE VERIFIE STRUCTURL GRE TIMBER MUST BE USE. MCHINE GRE TIMBER SUCH S LSERFRME IS RECOMMENE. FSTEN GIB BRCELINE TO FRME WITH 35mm X g GIB GRBBER HIGH THREE SCREWS T 50, 0, 150, 225, 300 mm FROM ECH CORNER N 150mm CENTRES ROUN PERIMETER OF THE BRCING ELEMENT. FOR VERTICLLY FIXE SHEETS PLCE FSTENERS T 300 CENTRES TO THE SHEET JOINT. FIX NEW LINING IRECTLY TO FRMING. IF PRT OF SHEETS RE USE ENSURE NILING T REQUIRE CENTRES IS CRRIE OUT ROUN THE PERIMETER OF ECH SHEET OR PRT SHEET. 2-3mm EXPNSION GP SHOUL BE LEFT BETWEEN SHEETS. FSTEN ECOPLY WITH 50x2.8mm GLVNISE OR STINLESS STEEL FLT HE NILS. PLCE FSTENERS NO LESS THN 7mm FROM SHEET EGE. FSTENERS RE PLCE T 150mm CENTRES ROUN THE PERIMETER OF ECH SHEET N 300mm CENTRES TO INTERMEITE STUS N WNGS. WHERE MORE THN ONE SHEET FORMS PRT OF THE BRCE ELEMENT ECH SHEET MUST BE NILE OFF INEPENENTLY. SPLICE 0.9x1x240 STINLESS STEEL 304-2B NILON PLTE -TYPE 17 35mm x 12g S/S SCREWS. GIB BRCELINE OR ECOPLY 190x90 SG8 TIMBER BEM (REFER TO PLNS FOR LOCTIONS) EXISTING FRMING NEW 90x45 STUS T 00 CRS MXIMUM NEW 90x45 WNGS T 00 CRS MXIMUM 190x90 SG8 TIMBER BEM Plot ate: 18/08/201 5:3:51 p.m. Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON BLOCK CENTRL FILE CONCRETE-_UCKLN_nick.maciver.rvt 12 S-30- S-30- BOWMC B55 NGLE BRCKET. 4-M12 GLVNISE COCH BOLTS INTO BEM 1mm EMBEMENT. 2-M12 GLVNISE COCH BOLTS INTO POST x90 SG8 POST BOWMC B51 NGLE BRCKET. 1-M12 GLVNISE YNBOLT INTO EXISTING CONCRETE WLL. 2-M12 GLVNISE BOLTS TO POST. 2-BOWMC B45 NGLE BRCKET. 1 ECH SIE 3-M12 GLVNISE COCH BOLTS INTO BEM 2-M12 GLVNISE COCH BOLTS INTO POST. 90x90 SG8 POST 3.15mm NILS T 250mm CRS 90x90 SG8 POST CLIENT TE ISION ETILS PPROVL SCLE FOR INFORMTION 15 1 GIB HNBRC BRCKET GEB001 S-30- S-30- PROVIE BLOCKING BETWEEN M12 NCHOR EPCON C 900 CRS MX M12 NCHOR EPCON C EXISTING FLOOR JOISTS 125mm EMBEMENT INTO EXISTING 125mm EMBEMENT INTO EXISTING CONCRETE FOUNTION WLL CONCRETE FOUNTION WLL. (TYPICL) RILL TO VIO CUTTING OF EXISTING REINFORCEMENT, GIB BLG-H, BLP-H, N ECOPLY EP1 TYPICL HOL OWN ETIL POSITIONE S CLOSE S PRCTICBLE TO THE INTERNL EGE OF THE BOTTOM PLTE PRELIMINRY PROJECT MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK 1 UCKLN - RWN PPROVE TE BRCING ETILS J.B.MKWN PROJECT No WBS TYPE ISC - NUMBER J.FINNEGN RWING No. M. MCGECHIE NELS RG 24313