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MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY … file246313 NELS DRG S -00 ... \246313\03 Project...
Transcript of MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY … file246313 NELS DRG S -00 ... \246313\03 Project...
DRAWING No. PROJECT No. TYPE REV WBS DISC - NUMBER
A246313 S-00-00 NELS DRG
MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK
WELLINGTON AND CHRISTCHURCH - OPTION 2
ABN: 54 005 139 873
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A person using the Aurecon 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 Aurecon. 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 INFORMATION ONLY NOT FOR CONSTRUCTION
SIZE
A1DATE
1-06-16
32 54 6324 12891 3658 9207 6324
1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THIS INCLUDES PERIMETER SHEET FIXINGS AND WALL END HOLD DOWNS.
3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM THICKNESS OF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR EXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND BRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FOR DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.
7. THESE STRUCTURAL DESIGN METHODOLOGIES HAVE BEEN DEVELOPED BASED ON SET ARCHITECTURAL ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE LOCATION AND EXISTING DETAILS OF THE BUILDING. THE SUITABILITY OF THESE STRUCTURAL SCHEMES FOR APPLICATION TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.
8. CONTRACTOR TO ADRESS ANY ASBESTOS PRESENT IN THE BUILDING APPROPRIATELY
NOTES:
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1 6
A
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05 S-30-11
01 S-30-10
02 S-30-10
04 S-30-11
10 S-30-12
11 S-30-12
190x
90 S
G8TI
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M 24
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GIB
BL1-
H(5
000)
GIB
BL1-
H(5
000)
GIB
BL1-
H(6
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GIB
BL1-
H(6
400)
GIB GS2 (5600)
GIB GS2 (5600)
GIB GS2 (7100)
90x90 TIMBER POST
190x
90 S
G8TI
MBER
BEA
M 24
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ER B
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9309
28
45
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03 S-30-11
09 S-45-02
300/380PFC PORTAL FRAME
300/380PFC PORTAL FRAME
300/380PFC PORTAL FRAME
300/380PFCPORTAL FRAME
NEW TWO-STOREY PORTAL FRAME NEW TWO-STOREY PORTAL FRAME
GIB GS2 (7100)
LIFT DETAILS REFER S-40-05
PROVIDE FIXING BETWEEN LIFTSHAFT SHS POST AND EXISTING BUILDING. FIXINGS TO BE M12 BOLTS AT 300 CRS TO EXISTING TIMBER COLUMN AND NEW DOUBLE TIMBER STUDS TO TRIM LIFT SHAFT
REV DATE SIZE PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK
WELLINGTON AND CHRISTCHURCH - OPTION 2 SCALE CLIENT APPROVAL
A FOR INFORMATION As indicated A1 REVISION DETAILS FOR INFORMATION ONLY
NOT FOR CONSTRUCTION DRAWN APPROVED
TITLE OPTION 2 W.E.NICHOLSON DATE
J.FINNEGAN
GROUND FLOOR PLAN DESIGNED J.B.MAKWANA
DRAWING No. REV CHECKED
M. MCGECHIE PROJECT No WBS TYPE DISC - NUMBER
NELS DRG246313 S-25-10 A
1 2 3 4 5 6
01 02 03 04 S-30-10 S-30-10 S-30-11 S-30-11
A NEW FLOOR AND ROOF TO FORM LIFT LOBBY STRUCTURE TO MATCH EXISTING
LIFT DETAILS REFER S-40-05
B
C
ECOP
LY -
EP1
190x
90 S
G8 T
IMBE
R BE
AM
SEE S25.01
90x90 TIMBER POST
90x90 TIMBER POST
90x90 TIMBER POST 90x90 TIMBER POST
ECOP
LY -
EP1
NEW TWO-STOREY PORTAL FRAME NEW TWO-STOREY PORTAL FRAME
90x90 TIMBER POST
190x
90 S
G8 T
IMBE
R BE
AM
NOTES:90x90 TIMBER POST
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90x90 TIMBER POST 10 90x90 TIMBER POST 09 S-30-12 S-45-02
11 S-30-12
D
1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THIS INCLUDES PERIMETER SHEET FIXINGS AND WALL END HOLD DOWNS.
3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM THICKNESS OF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR EXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND BRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FOR DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.
7. THESE STRUCTURAL DESIGN METHODOLOGIES HAVE BEEN DEVELOPED BASED ON SET ARCHITECTURAL ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE LOCATION AND EXISTING DETAILS OF THE BUILDING. THE SUITABILITY OF THESE STRUCTURAL SCHEMES FOR APPLICATION TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.
8. CONTRACTOR TO ADRESS ANY ASBESTOS PRESENT IN THE BUILDING APPROPRIATELY
CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK FOR INFORMATION ONLY PROJECT A FOR INFORMATION As indicated A1 NOT FOR CONSTRUCTION WELLINGTON AND CHRISTCHURCH - OPTION 2 DRAWN APPROVED OPTION 2 W.E.NICHOLSON DATE TITLE FIRST FLOOR PLAN DESIGNED
J.B.MAKWANA PROJECT No WBS TYPE DISC - NUMBER REV CHECKED
J.FINNEGAN DRAWING No. M. MCGECHIE NELS DRG246313 A S-25-11
D C B A
RL 6.706 m ROOF
09 S-45-02
ECOPLY - EP1
?
RL 3.658 m LEVEL 1
RL 0.000 m GROUND FLOOR
SECTION 01 1 : 50 S-25-10
A B C D
10 11 S-30-12 S-30-12
RL 6.706 m ROOF
190x90 SG8
16 16S-48-01 15 14
NOTES: 1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THIS INCLUDES PERIMETER SHEET FIXINGS AND WALL END HOLD DOWNS.
3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM THICKNESS OF 75
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90x9
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90x9
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S-48-01 MICRONS. 4. NEW WALLS NOT LABELED AS SPECIFIC
BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR
S-48-01 S-48-01
13 1309 S-45-02
300PFC 300PFC 300PFC 6kN HOLD DOWN
190x90 SG8
S-48-01 S-48-01 6kN HOLD DOWN
240x90 SG8
RL 3.658 m LEVEL 1
EXTERNAL WALLS)5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND
BRACING WALL HOLD DOWN DETAILS. 6. REFER TO DESIGN FEATURES REPORT FOR
DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND %
300P
FC
380P
FC
300P
FC
90x9
0 TIM
BER
POST
16 S-48-01 12
S-48-01 12
S-48-01 12 S-48-01
200mm THICK EXISTING CONCRETE WALLS
RL 0.000 m GROUND FLOOR
6kN HOLD DOWN
SECTION 02 1 : 50 S-25-10
NBS TARGET VALUES. 7. THESE STRUCTURAL DESIGN
METHODOLOGIES HAVE BEEN DEVELOPED BASED ON SET ARCHITECTURAL ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE LOCATION AND EXISTING DETAILS OF THE BUILDING. THE SUITABILITY OF THESE STRUCTURAL SCHEMES FOR APPLICATION TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.
8. CONTRACTOR TO ADRESS ANY ASBESTOS PRESENT IN THE BUILDING APPROPRIATELY
CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE FOR INFORMATION ONLY PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK A FOR INFORMATION As indicated A1 NOT FOR CONSTRUCTION WELLINGTON AND CHRISTCHURCH - OPTION 2
DRAWN APPROVED OPTION 2 W.E.NICHOLSON DATE TITLE CROSS SECTIONS SHEET 1 DESIGNED J.B.MAKWANA
PROJECT No WBS TYPE DISC - NUMBER REV CHECKED J.FINNEGAN DRAWING No. M. MCGECHIE NELS DRG246313 A S-30-10
B C D B C D
1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THIS INCLUDES PERIMETER SHEET FIXINGS AND WALL END HOLD DOWNS.
3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM THICKNESS OF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR EXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND BRACING WALL HOLD DOWN DETAILS.
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GROUND FLOOR RL 0.000 m
LEVEL 1 RL 3.658 m
ROOF RL 6.706 m
10 S-30-12
11 S-30-12
310UB46
460UB82
460U
B82
460U
B82
RL -0.280 m RL -0.280 m
2150x2150x900 FOUNDATION PAD UNDER EACH PORTAL FRAME LEG
22 S-45-01
21 S-45-01
20 S-45-01
24 S-45-01
23 S-45-01
280
TEMPORARILY PROP FLOOR AND REMOVE EXISTING PILES AS REQUIRED
280
GROUND FLOOR RL 0.000 m
LEVEL 1 RL 3.658 m
ROOF RL 6.706 m
GIB BL1-H GIB BL1-H
GIB
GS2
10 S-30-12
11 S-30-12
310UB46
460U
B82
460UB82
460U
B82
SECTION 1 : 50 S-25-10
03 SECTION 1 : 50 S-25-10
04
D10 S-30-12
11 S-30-12
GROUND FLOOR RL 0.000 m
GIB BL1-H 6. REFER TO DESIGN FEATURES REPORT FOR DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.
7. THESE STRUCTURAL DESIGN METHODOLOGIES HAVE BEEN DEVELOPED BASED ON SET ARCHITECTURAL ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE LOCATION AND EXISTING DETAILS OF THE BUILDING. THE SUITABILITY OF THESE STRUCTURAL SCHEMES FOR APPLICATION TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.
8. CONTRACTOR TO ADRESS ANY ASBESTOS PRESENT IN THE BUILDING APPROPRIATELY
SECTION 1 : 50 S-25-10
05
REV DATE SIZE PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK
WELLINGTON AND CHRISTCHURCH - OPTION 2 SCALE CLIENT APPROVAL
A FOR INFORMATION As indicated A1 REVISION DETAILS FOR INFORMATION ONLY
NOT FOR CONSTRUCTION DRAWN APPROVED
TITLE OPTION 2 W.E.NICHOLSON DATE
J.FINNEGAN
CROSS SECTIONS SHEET 2 DESIGNED J.B.MAKWANA
DRAWING No. REV CHECKED
M. MCGECHIE PROJECT No WBS TYPE DISC - NUMBER
NELS DRG246313 S-30-11 A
5
04 S-30-11
03 S-30-11
02 S-30-10
GIB GS2 20 S-45-01
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GIB GS2
GROUND FLOOR RL 0.000 m
3 2
LEVEL 1 RL 3.658 m
ROOF RL 6.706 m
4
05 S-30-11
GIB GS2 20 S-45-01
20 S-45-01
20 S-45-01
GROUND FLOOR RL 0.000 m
3 2
LEVEL 1 RL 3.658 m
05 S-30-11
02 S-30-10
03 S-30-11
GIB GS2
1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THIS INCLUDES PERIMETER SHEET FIXINGS AND WALL END HOLD DOWNS.
3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM THICKNESS OF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR EXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND BRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FOR DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.
7. THESE STRUCTURAL DESIGN METHODOLOGIES HAVE BEEN DEVELOPED BASED ON SET ARCHITECTURAL ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE LOCATION AND EXISTING DETAILS OF THE BUILDING. THE SUITABILITY OF THESE STRUCTURAL SCHEMES FOR APPLICATION TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.
8. CONTRACTOR TO ADRESS ANY ASBESTOS PRESENT IN THE BUILDING APPROPRIATELY
NOTES:
SECTION 1 : 50
SECTION 1 : 50
S-25-10
10
5 4
04 S-30-11
S-25-10
11
CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK FOR INFORMATION ONLY A FOR INFORMATION As indicated A1 NOT FOR CONSTRUCTION
DRAWING No.
TITLE
PROJECT WELLINGTON AND CHRISTCHURCH - OPTION 2 DRAWN APPROVED
DATE
J.FINNEGAN
OPTION 2 W.E.NICHOLSON CROSS SECTIONS SHEET 3 DESIGNED
J.B.MAKWANA PROJECT No WBS TYPE DISC - NUMBER CHECKED REV
M. MCGECHIE NELS DRG246313 S-30-12 A
C07
7
C07 C07 C0
C07 C07 C07 C07 50X
5 50X5
50X5
50X5 50X5
50X5 50X5 50X5
50X5 50X5
50X5 50X5
50X5 50X5
44 42 44 42 44 42 S-40-05 S-40-05 S40.05 S40.05 S40.05 S40.05
2 S40.06
200 1700 200 1816 1816 908 908
150UB18 125x75RHS5
200
41 4141 S-40-05 S40.05 S40.05 400x400x400 SUMP
125x
75RH
S5
J5-1
50UB
18-J5
200x
100R
HS5
125x
75RH
S5
125x
75RH
S5
2115
100x
75UA
6
2115
2115
2025
250 SLAB ON GRADE
43 4343 S-40-05 S40.05 S40.05
200 125x75RHS5
150UB18
1 : 50 LIFT PIT - FOUNDATION LEVEL
1 : 50 LIFT SHAFT - GROUND FLOOR
1 : 50 LIFT SHAFT - FIRST FLOOR
1 : 50 LIFT SHAFT - TOP OF FRAME
ROOF BRACING PLANE RL 6.706 m
150UB18
S40.05 S40.05 44 42
C
ROOF BRACING PLANE 125x75RHS5
S40.05 S40.05 41 43
3
S40.06 4
ROOF BRACING PLANE
C
150UB18
S40.05 S40.05 4442
ROOF BRACING PLANE
3
125x75RHS5
S40.05 S40.05 4143
S45.06 4
50x5 PLATE TO PASS THROUGH 3 SLOTS CUT IN RHS 6FWAR
S40.06 BETWEEN PLATE AND RHS
89SH
S4.9
1500
52
8
1100
20
0016
5815
00
1500125x75RHS5 125x75RHS5
125x75RHS5 125x75RHS5 125x75RHS5
RL 3.658 m FIRST FLOOR LEVEL FIRST FLOOR LEVEL FIRST FLOOR LEVEL FIRST FLOOR LEVEL
125x75RHS5 125x75RHS5
125x75RHS5 200x100RHS5 125x75RHS5 NOTES:125x75RHS5
1100
20
0016
58
89SH
S4.9
89SH
S4.9
125x75RHS5
1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THIS INCLUDES PERIMETER SHEET FIXINGS AND WALL END HOLD DOWNS.
89SH
S4.9
89SH
S4.9
125x75RHS5 89SH
S4.9
89SH
S4.9
89SH
S4.9
125x75RHS5
1 3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM
S40.06
RL 0.000 m GROUND FLOOR GROUND FLOOR THICKNESS OF 75 MICRONS. GROUND FLOOR GROUND FLOOR
4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH
RL -1.100 m SIDES FOR INTERNAL WALLS. 1 SIDE FOR EXTERNAL WALLS)
BOTTOM LIFT PITBOTTOM LIFT PIT BOTTOM LIFT PIT BOTTOM LIFT PIT
5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND BRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FOR 5 DESCRIPTION OF THE STRUCTURAL SCHEME,
S-40-06 LOADING PARAMETERS AND %NBS TARGET VALUES.
SECTION 41 SECTION 42 SECTION 43 SECTION 44 7. AN ULTIMATE SOILD BEARING PREASURE OF S-40-05 300KPa HAS BEEN ASSUMED
1 : 50 S-40-05 1 : 50 S-40-05 1 : 50 S-40-05 1 : 50 8. LIFT RAILS BY LIFT MANUFACTURER AND INSTALLER.
CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE FOR INFORMATION ONLY PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK A FOR INFORMATION As indicated A1 NOT FOR CONSTRUCTION WELLINGTON AND CHRISTCHURCH - OPTION 2
DRAWN APPROVED OPTION 2 W.E.NICHOLSON DATE TITLE LIFT DETAILS DESIGNED J.B.MAKWANA
PROJECT No WBS TYPE DISC - NUMBER REV CHECKED J.FINNEGAN DRAWING No. M. MCGECHIE NELS DRG246313 S-40-05 A
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8mm PLATE6FWAR TO SHS8mm PLATE6FWAR TO SHS
12mm END PLATE 2-M16 CHEMICAL INJECTION ANCHORS
FACE OF LIFT PIT
8mm PLATE 6FWAR TO SHS
GROUND FLOOR RL 0.000m
BOTTOM LIFT PIT RL -1.100m
1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THIS INCLUDES PERIMETER SHEET FIXINGS AND WALL END HOLD DOWNS.
3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM THICKNESS OF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR EXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND BRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FOR DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.
7. THESE STRUCTURAL DESIGN METHODOLOGIES HAVE BEEN DEVELOPED BASED ON SET ARCHITECTURAL ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE LOCATION AND EXISTING DETAILS OF THE BUILDING. THE SUITABILITY OF THESE STRUCTURAL SCHEMES FOR APPLICATION TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.
8. CONTRACTOR TO ADRESS ANY ASBESTOS PRESENT IN THE BUILDING APPROPRIATELY
NOTES:
SUMP DETAIL
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SECTION 1 : 10
SECTION 1 : 10
SECTION 1 : 10
SECTION 1 : 20
SECTION 1 : 10
H12 VERT.AT 200crs EF
H12 VERT.AT 200crs EF
DPM
1100
250
H12 AT 150crs T&B EW
600 LAP
50 CVR
75 C
VR
100
35
101 35
35 65
2-M16 8.8/S BOLTS
M16 8.8/S BOLT5mm CAPPING PLATE
8mm CLEAT PASTTHROUGH POST 6FWAR
50X5 BRACING 6FWARTO POAT AND UB
M16 8.8/S BOLT
70
50X5
125x75RHS5
50X5
89SH
S4.9
2-M16 8.8/S BOLTS
M16 8.8/S BOLT5mm CAPPING PLATE
8mm CLEAT PASTTHROUGH POST 6FWAR
50X5 BRACING 6FWARTO POAT AND UB
M16 8.8/S BOLT
70
50X5
125x75RHS5
50X5
89SH
S4.9
M16 8.8/S BOLT
2-M16 8.8/S BOLTS
M16 8.8/S BOLT5mm CAPPING PLATE
8mm CLEAT PAST THROUGH POST 6FWAR
50X5 BRACING 6FWAR TO POAT AND UB
M16 8.8/S BOLT
70
50X5
125x75RHS5
50X5
89SH
S4.9
70
90
50X5
125x75RHS5
8mm PLATE 6FWAR TO SHS 2-M16 8.8/S BOLTS
5mm CAPPING PLATE
8mm CLEAT PAST THROUGH POST 6FWAR
50X5 BRACING 6FWAR TO POAT AND UB
150UB 6FWAR TO POST
89SH
S4.9
1 S-40.05
2 S-40.05
3 S-40.05
4 S-40.05
200 300 (x300) 200
300
250
H12 U-BARS AT 150 CRS
H12 L-BARS AT 150 CRS
4-H12
4-H12
S-40-05
5
CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE A FOR INFORMATION As indicated A1 FOR INFORMATION ONLY
NOT FOR CONSTRUCTION PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK
WELLINGTON AND CHRISTCHURCH - OPTION 2 DRAWN APPROVED
TITLE OPTION 2W.E.NICHOLSON DATE
J.FINNEGAN
LIFT SHAFT GENERAL DETAILSDESIGNED J.B.MAKWANA
CHECKED M. MCGECHIE DRAWING No.
PROJECT No WBS TYPE DISC -NU MBER REV
NELS DRG246313 S-40-06 A
LEVEL 1 RL 3.658 m
EXISTING LAMINATED BEAM
M12 COACH BOLTS STAGGERED AT 400 CRS
162
198
100
100 SOLID BLOCKING AS REQUIRED
460UB82
EXISTING FLOOR JOINTS
EXISTING TIMBER FLOOR
ROOF RL 6.706 m
EXISTING BOTTOM CHORD OF ROOF TRUSS
BLOCKING AS REQUIRED
310UB46
EXISTING CEILING JOISTS NEW JOIST HANGERS
M12 COACH BOLTS AT 400 CRS
NEW JOIST HANGERS
GROUND FLOOR RL 0.000 m
20mm DRY PACK
20mm END PLATE
20A S-45-01
EXISTING FOUNDATION WALL
8-H20 "U" BARS TOP AND BOTTOM EW
H12 AT 300 CRS 600 LONG DRILLED AND GROUTED INTO EXISTING FOUNDATION WALL 75mm EMBEDMENT
180
280 M
IN
UNDER PIN TO EXISTING FOUNDATION WALL IF REQUIRED
LEVEL 1 RL 3.658 m
65
145
90
6514
590
700x250x32 END PLATE 10 - M30 GRADE 8.8/S BOLTS
20mm STIFFERNERS EACH FACE. V-BEVEL BUTT WELDS TO FLANGES. 6mm FWAR TO WEBS. NOTE: PORTAL ENDS SIMILAR
16mm DOUBLE PLATE
ROOF RL 6.706 m
50
115
520
22A S-45-01
12mm DOUBLE PLATE
12mm STIFFENERS EACH FACE.V-BEVEL BUTT WELDS TO FLANGES. 6mm FWAR TO WEBS. NOTE: PORTAL ENDS SIMILAR
160 200 120
50
160
50
20mm BASE PLATE 4-M20 EPCON C6 ANCHORS 400 EMBEDMENT
6 50
115
190
115
50
520
45 90 45
180
25mm END PLATE 8-M24 GRADE 8.8/S BOLTS
6 6
10
10
1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THIS INCLUDES PERIMETER SHEET FIXINGS AND WALL END HOLD DOWNS.
3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM THICKNESS OF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR EXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND BRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FOR DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.
7. THESE STRUCTURAL DESIGN METHODOLOGIES HAVE BEEN DEVELOPED BASED ON SET ARCHITECTURAL ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE LOCATION AND EXISTING DETAILS OF THE BUILDING. THE SUITABILITY OF THESE STRUCTURAL SCHEMES FOR APPLICATION TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.
8. AN ALLOWABLE SOIL BEARING PRESSURE OF 250KPa HAS BEEN ASSUMED
9. CONTRACTOR TO ADRESS ANY ASBESTOS PRESENT IN THE BUILDING APPROPRIATELY
NOTES:
CLIENT REV DATE REVISION DETAILS APPROVAL
REV TYPE WBSPROJECT No DRAWING No.
TITLE
PROJECT
APPROVED DATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZE A1
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J.FINNEGAN
OPTION 2 UB PORTAL FRAME DETAILS
MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK WELLINGTON AND CHRISTCHURCH - OPTION 2
246313
W.E.NICHOLSON
J.B.MAKWANA
M. MCGECHIE NELS DRG
FOR INFORMATION ONLY NOT FOR CONSTRUCTION
S-45-01
A FOR INFORMATION
SECTION 1 : 10 S-30-11
23
SECTION 1 : 10 S-30-11
24
SECTION 1 : 10 S-30-11
20
SECTION 1 : 10 S-30-11
21
SECTION 1 : 10 S-30-11
22
SECTION 1 : 10 S-45-01
20A
SECTION 1 : 10 S-45-01
22A
GROUND FLOOR RL 0.000 m
6
370x100x12 BASE PLATE 2-M20 G4.6 EPCON C6 CHEMSETS 125 mm EMBEDMENT 25 mm DRY PACK MORTAR
3-H12 U BARS
D12 U BARS EPOXY GROUTED INTO EXISTING CONCRETE FOOTING (TYPICAL)
EXISTING FOUNDATION PAD
ROUGHEN EXISTING PAD SURFACE AT NEW PAD LOCATIONS (TYPICAL)
300P
FC P
ORTA
L LEG
EXISTING TIMBER FRAMING/CLADDING (TO REMAIN)
G R O U N D
DEPT
H TO
MAT
CHEX
ISTI
NG F
OOTI
NG
LEVEL 1 RL 3.658 m
6
EXISTING TIMBER JOISTS/FLOORING
EXISTING TIMBER FRAMING/CLADDING (TO REMAIN)
M12 COACH SCREWS @ 200 MAX CENTRES TO EXISTING JOIST, 40 mm MINIMUM EMBEDMENT
FLOORING FIXED TO TOP PLATE AND PERIMETER JOIST WITH 3.15 mm NAILS @ 100 CENTRES
90x45 TIMBER PLATE FIXED TO PFC WITH M12 BOLTS @ 200 MAXIMUM CENTRES
GROUND FLOOR RL 0.000 m
LEVEL 1 RL 3.658 m
ROOF RL 6.706 m
6
B S-45-02
D S-45-02
09 S-45-02
GROUND FLOOR RL 0.000 m
CUT AND SUPPORT EXISTING FLOOR AND JOIST ON NEW PORTAL LEG AS REQUIRED AND MAKE GOOD (TYPICAL)
EXISTING FOOTING/BOTTOM PLATE
H12 U BARS-EW (TYPICAL)
380P
FC P
ORTA
L
EXISTING FLOORING
EXISTING CONCRETE PAD (TO REMAIN)
LEVEL 1 RL 3.658 m
(TYPICAL EACH SIDE) 1000
SPLIC
E 2-320x90x10mm END PLATES, 6mm FWAR 2-M16 BOLTS
M12x45mm COACH SCREWS AT 200mm MAXIMUM CRS (TYPICAL)
12mm STIFFENER PLATES, V- BEVEL BUTT WELDS TO FLANGES 6mm FWAR TO WEB, NOTE: PORTAL ENDS SIMILAR
GROUND FLOOR RL 0.000 m
D
LEVEL 1 RL 3.658 m
ROOF RL 6.706 m
10 S-45-02
EXISTING COLUMN BC1 BEYOND (TO REMAIN)
EXISTING COLUMN BC1 BEYOND (TO REMAIN)
W I N D O W
W I N D O W
W I N D O W W I N D O W W I N D O W
A S-45-02
C S-45-02
SPLIC
E
SPLIC
E
W I N D O W
1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THIS INCLUDES PERIMETER SHEET FIXINGS AND WALL END HOLD DOWNS.
3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE COAT OF APPROVED RED OXIDE ZINC PHOSPHATE ALKYD PRIMER TO ACHIEVE A MINIMUM DRY FILM THICKNESS OF 75 MICRONS.
4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR EXTERNAL WALLS)
5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND BRACING WALL HOLD DOWN DETAILS.
6. REFER TO DESIGN FEATURES REPORT FOR DESCRIPTION OF THE STRUCTURAL SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.
7. THESE STRUCTURAL DESIGN METHODOLOGIES HAVE BEEN DEVELOPED BASED ON SET ARCHITECTURAL ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE LOCATION AND EXISTING DETAILS OF THE BUILDING. THE SUITABILITY OF THESE STRUCTURAL SCHEMES FOR APPLICATION TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.
8. CONTRACTOR TO ADRESS ANY ASBESTOS PRESENT IN THE BUILDING APPROPRIATELY
NOTES:
CLIENT REV DATE REVISION DETAILS APPROVAL
REV TYPE WBSPROJECT No DRAWING No.
TITLE
PROJECT
APPROVED DATE
SCALE
DRAWN
DESIGNED
CHECKED
SIZE A1
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As indicated
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J.FINNEGAN
OPTION 2 PFC PORTAL FRAME DETAILS
MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK WELLINGTON AND CHRISTCHURCH - OPTION 2
246313
W.E.NICHOLSON
J.B.MAKWANA
M. MCGECHIE NELS DRG
FOR INFORMATION ONLY NOT FOR CONSTRUCTION
S-45-02
A FOR INFORMATION
3D VIEW PORTAL FRAME
SECTION 1 : 10 S-45-02
B SECTION 1 : 10 S-45-02
D
SECTION 1 : 50 S-45-02
10
SECTION 1 : 10 S-45-02
A SECTION 1 : 10 S-45-02
C
SECTION 1 : 50 S-25-10
09
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6 5:01
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\New
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2016
- CO
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TE-O
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N 2.r
vt
NOTES: 1. ALL TIMBER TO BE SG8 GRADE. 2. ALL WALL BRACING TO BE INSTALLED TO
MANUFACTURERS SPECIFICATION. THIS NOTES: INCLUDES PERIMETER SHEET FIXINGS AND TIMBER FRAMING MUST COMPLY WITH: WALL END HOLD DOWNS.
3. ALL INTERNAL STEELWORK SHALL BE CLEANED AND THEN PRIMED WITH ONE
NZBC B1 STRUCTURES:AS1 CLAUSE 3 TIMBER (NZS 3604:2011)NZBC B2 DURABILITY:AS1 CLAUSE 3.2 TIMBER (NZS3602)
FRAMING DIMENSIONS AND HEIGHT ARE AS DETERMINED BY NZS COAT OF APPROVED RED OXIDE ZINC 3604 STUD AND TOP PLATE TABLES FOR LOAD BEARING AND NON PHOSPHATE ALKYD PRIMER TO ACHIEVE A LOAD BEARING WALLS. KILN DRIED VERIFIED STRUCTURAL GRADE MINIMUM DRY FILM THICKNESS OF 75 TIMBER MUST BE USED. MACHINE GRADED TIMBER SUCH AS MICRONS. LASERFRAME IS RECOMMENDED.
4. NEW WALLS NOT LABELED AS SPECIFIC BRACING WALLS SHALL BE LINED WITH STANDARD PLASTERBOARD LININGS (BOTH SIDES FOR INTERNAL WALLS. 1 SIDE FOR
FASTEN GIB BRACELINE TO FRAME WITH 35mm X 6g GIB GRABBERHIGH THREADED SCREWS AT 50, 100, 150, 225, 300 mm FROM EACH CORNER AND 150mm CENTRES AROUND PERIMETER OF THE
EXTERNAL WALLS)5. SEE S48-01 FOR TYPICAL LINTEL FIXING AND
BRACING ELEMENT. FOR VERTICALLY FIXED SHEETS PLACE FASTENERS AT 300 CENTRES TO THE SHEET JOINT.
BRACING WALL HOLD DOWN DETAILS. 6. REFER TO DESIGN FEATURES REPORT FOR FIX NEW LINING DIRECTLY TO FRAMING. IF PART OF SHEETS ARE
DESCRIPTION OF THE STRUCTURAL USED ENSURE NAILING AT REQUIRED CENTRES IS CARRIED OUT SCHEME, LOADING PARAMETERS AND % NBS TARGET VALUES.
AROUND THE PERIMETER OF EACH SHEET OR PART SHEET. 2-3mm EXPANSION GAP SHOULD BE LEFT BETWEEN SHEETS.
7. THESE STRUCTURAL DESIGN METHODOLOGIES HAVE BEEN DEVELOPED FASTEN ECOPLY WITH 50x2.8mm GALVANISED OR STAINLESS STEEL BASED ON SET ARCHITECTURAL FLAT HEAD NAILS. PLACE FASTENERS NO LESS THAN 7mm FROM ALTERATIONS AS WELL AS A NUMBER OF ASSUMPTIONS IN REGARDS TO THE
SHEET EDGE. FASTENERS ARE PLACED AT 150mm CENTRES AROUND THE PERIMETER OF EACH SHEET AND 300mm CENTRES TO EXISTING FRAMING
LOCATION AND EXISTING DETAILS OF THE INTERMEDIATE STUDS AND DWANGS. WHERE MORE THAN ONE BUILDING. THE SUITABILITY OF THESE SHEET FORMS PART OF THE BRACE ELEMENT EACH SHEET MUST STRUCTURAL SCHEMES FOR APPLICATION BE NAILED OFF INDEPENDENTLY. TO ANY SPECIFIC BUILDING SHOULD BE ASSESSED BY A SUITABLY QUALIFIED ENGINEER PRIOR TO IMPLEMENTATION. A BUILDING CONSENT WILL BE REQUIRED BEFORE CARRYING OUT ANY ALTERATIONS.
8. CONTRACTOR TO ADRESS ANY ASBESTOS PRESENT IN THE BUILDING APPROPRIATELY
95x165 JOIST HANGERS WITH 4 M12 EPCON C6 ANCHORS TO EXISTING CONCRETE WALL 190x90 SG8 TIMBER BEAM
190x90 SG8 TIMBER BEAM 0.9x110x240 STAINLESS STEEL 304-2B NAILON PLATE 6-TYPE 17 35mm x 12g S/S SCREWS.
SPLICE
190x90 SG8 TIMBER BEAM NEW 90x45 STUDS AT 600 CRS MAXIMUM
GIB BRACELINE OR ECOPLY (REFER TO PLANS FOR LOCATIONS)
190x90 SG8 TIMBER BEAM NEW 90x45 DWANGS AT 600 CRS MAXIMUM
BOWMAC B55 ANGLE BRACKET. 2-BOWMAC B45 ANGLE BRACKET. 4-M12 GALVANISED COACH BOLTS INTO BEAM 1 EACH SIDE
SECTION 12 110mm EMBEDMENT. 2-M12 GALVANISED COACH BOLTS INTO POST.
3-M12 GALVANISED COACH BOLTS INTO BEAM 2-M12 GALVANISED COACH BOLTS INTO POST.
1 : 10 S-30-10
90x90 SG8 POST 90x90 SG8 POST
3.15mm NAILS AT 250mm CRS INTO EXISTING WALL FRAMING
SECTION 15 SECTION 14 SECTION 16 1 : 10 S-30-10 1 : 10 S-30-10 1 : 10 S-30-10
GIB HANDBRAC BRACKET GEB001 POSITIONED AS CLOSE AS PRACTICABLE TO THE INTERNAL EDGE OF THE BOTTOM PLATE
90x90 SG8 POST
BOWMAC B51 ANGLE BRACKET. 2-M12 GALVANISED DYNABOLT INTO EXISTING CONCRETE GROUND FLOOR WALL. 2-M12 GALVANISED BOLTS TO POST.
PROVIDE BLOCKING BETWEEN M12 ANCHOR EPCON C6 900 CRS MAX M12 ANCHOR EPCON C6 EXISTING FLOOR JOISTS 125mm EMBEDMENT INTO EXISTING 125mm EMBEDMENT INTO EXISTING
CONCRETE FOUNDATION WALL CONCRETE FOUNDATION WALL. (TYPICAL) DRILL TO AVIOD CUTTING OF EXISTING
REINFORCEMENT
SECTION 1 : 10 S-30-10
13 GIB BL1-H, GIB BLG-H, BLP-H, AND ECOPLY EP1 TYPICAL HOLD DOWN DETAIL
CLIENT REV DATE REVISION DETAILS APPROVAL SCALE SIZE FOR INFORMATION ONLY PROJECT MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK A FOR INFORMATION 1 : 10 A1 NOT FOR CONSTRUCTION WELLINGTON AND CHRISTCHURCH - OPTION 2
DRAWN APPROVED OPTION 2 W.E.NICHOLSON DATE TITLE DETAILS DESIGNED J.B.MAKWANA
PROJECT No WBS TYPE DISC - NUMBER REV CHECKED J.FINNEGAN DRAWING No. M. MCGECHIE NELS DRG246313 AS-48-01