80 Mutu Street Te Awamutu · 2020. 3. 26. · Te Awamutu Proposed Church & Community Centre Plot...
Transcript of 80 Mutu Street Te Awamutu · 2020. 3. 26. · Te Awamutu Proposed Church & Community Centre Plot...
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Job Title
80 Mutu StreetTe Awamutu
Proposed Church & Community CentrePlot Date
Richard Wendt
Scale Drawing Number
Drawing Title
1:500, 1:1.2496 on A3 A01
COPYRIGHT: NO PARTOF THIS DESIGN OR
PUBLICATION MAY BEREPRODUCED
WHOLLY OR IN PARTWITHOUT PERMISSION
OF CORESTEELBUILDINGS.
1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!
Architectural DraftspersonPlan No:
31/10/2019
Site PlanCRS007
Sub-dividedLot: 935.84 m2
34,962
1m 1m
SS MANHOLE 1.4m DEEPSS MANHOLE 1.4m DEEP
2.00.01
2.00.02
2.00.04
2.00.06
2.00.07
2.00.08
2.00.09
2.00.10
2.00.07 2.00.11
2.00.08
2.01.01
2.01.02
2.01.03
Mutu Street
Mah
oe S
treet
Car Park - 43 Spaces
Ale
xand
ra S
treet
Car Park19 Spaces
EXIS
TIN
G 1
50Ø
SS
PIPE
IndustrialBuilding
493.57 m2
2 Site2.00 GENERAL
2.00.01 Proposed buildingProposed new church building.
2.00.02 Sub-divisionNew commercial building with car parking tobe built on land sub-divided off propoerty.
2.00.04 Outdoor playSafe outdoor area for children to play. New1.2m high aluminium powder coated poolfencing with standard 50x50 powdercoatedaluminium posts. Top pull lockable gate latchto gate.
2.00.06 Existing vehicle entryExisting formed vehicle entry.
2.00.07 New vehicle entranceNew formed vehicle entrance.
2.00.08 Car parkingNew formed car parking area with 43 totalspaces including 3 accessible spaces closeto the building. Retain one of the three largeexisting trees.
2.00.09 Landscaping strip2m wide garden strip as required by districtplan rules.
2.00.10 Car parkingNew formed car parking area with 19 totalspaces including 1 accessible spaces closeto the hall entrance to the building.
2.00.11 Remove vehicle entranceRemove existing vehicle entrance.
2.01 DEMOLITION2.01.01 Existing office blockLocation of existing office block to bedemolished.
2.01.02 Existing chapel & lighthouseLocation of existing chapel & lighthouse to bedemolished.
2.01.03 Existing church hallLocation of existing church hall to bedemolished.
2.02 ZONES & PLANNING2.02.01 Wind zoneSite wind zone = Medium / 0.85kPa
2.02.02 EQ zoneSite EQ zone = 1
2.02.03 Exposure zoneSite exposure zone = B
2.02.04 Planning zoneSite planning zone = Commercial
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Job Title
80 Mutu StreetTe Awamutu
Proposed Church & Community CentrePlot Date
Richard Wendt
Scale Drawing Number
Drawing Title
1:200 on A3 A04
COPYRIGHT: NO PARTOF THIS DESIGN OR
PUBLICATION MAY BEREPRODUCED
WHOLLY OR IN PARTWITHOUT PERMISSION
OF CORESTEELBUILDINGS.
1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!
Architectural DraftspersonPlan No:
31/10/2019
Proposed Floor PlanCRS007
Total Floor Area1,086.25 m2
Hall162.21 m2
Auditorium192.19 m2
MinisterOffice
16.91 m2
Kitchen
Seminar/Auditorium Extension
74.18 m2
MensWomens
ChurchOffice
18.24 m2
Cou
nsel
ling
9.33
m2
Rec
ord
Stor
e
Counselling/Meeting20.18 m2
Entry/Foyer116.43 m2
Youth Centre60.39 m2
Meeting/Creche40.04 m2
Cleaner
Hall Store
Store Music Store
Store
810
810
810
810810
810
810
810
810
860
910
910 910
910
660
810
810
810
910
910
910
910
910
810
910
660
660
710
710
710
910
910
910910
910
910
910
910
910
910
910
910
910
W323,370 x 1,970
D39
1,00
0 x
1,80
0D
27D
20
D05
D02
D372,600 x 9,940
D28
D29
D03
W11
1,44
5 x
2,37
0
W102,080 x 1,160
W07
1,44
5 x
2,37
0
W08
2,62
5 x
2,37
0W
092,
025
x 5,
450
W03
2,67
5 x
760
W05
2,67
5 x
760
W06
1,44
5 x
1,16
0
W04
2,67
5 x
4,36
0
W022,675 x 2,360
D01
D04D06
D12
D35
1,50
0 x
2,00
0
OPE
NIN
G1,
100
x 80
0D
341,
500
x 2,
700
D33
W14
1,30
0 x
2,37
0W
131,
300
x 2,
370
W12
1,30
0 x
2,37
0
W152,675 x 2,360
W17
645
x 76
0 W16
645
x 76
0W
1864
5 x
760
W20
2,67
5 x
760 W
192,
675
x 1,
160
W212,675 x 2,360
W22
625
x 2,
400
W24
625
x 2,
400
W23
625
x 2,
400
D26
D21 D25
D40
300
x 1,
800
D13
D19
D14D36
2,600 x 9,140
D381,000 x 1,800
D18
D17
D15
D24
D23
D22
D07
W01
2,67
5 x
2,87
0
D30
D32
D31
D16
D11D08D09D10
OV
DW
FRGFRZ
HW
HW
PIE WRMR
M'W
AVE
FRG
Hub126.23 m2
AA07
AA07
CA08
CA08
DA08
BA07
BA07
TUB ON TOP OF FLOOR,UNDER HATCH IN STAGE
STEAM OVEN TO KITCHEN.PROVIDE WATER SUPPLY, ASPER SPECS IN KITCHEN DESIGN.
ALLOW FOR STRIP LIGHTING TO CROSS TOJAMBS, TO BE FITTED TO INSIDE OF WINDOWGLAZING UNIT. PROVIDE EXTERNAL LIGHTINGIN GARDEN POINTING UP TOWARDS CROSS.
Serv
ery
Serv
ery
Drop OffArea
Stage(+400)
1.2x1.2 FixedSkylight
1.2x1.2 FixedSkylight
Dat
a
HR1
HR2
HR3
HR4
HR5
HR6
HR
6
HR
7
HR
7
HR
8
HR7
HR8
HR8
HR9
HR10
HR11
HR12
HR13
a
HR13
b
HR
14
LOCK-H/F
LOCK-F
LOCK-H/F
LOCK-H/F
LOCK-H/F
LOCK-C/F
LOCK-F
LOCK-F
LOCK-F
LOCK-F
LOCK-F
LOCK-F
LOCK-F
LOCK-F
LOCK-FLOCK-F
LOCK-F
LOCK-F
SolatubeSkylight
SolatubeSkylight
FIR
E PA
NEL
LOC
ATIO
N
DWC
Single Batten SprungFlooring System
Outdoor Play123.75 m2
DWC/BabyChange
G E N E R A L N O T E S :1. CONTRACTOR TO CHECK AND VERIFY ALL
DIMENSIONS ON SITE PRIOR TO COMMENCINGCONTRACT.
2. DO NOT SCALE OFF DRAWINGS.3. REFER TO WINDOW SCHEDULE FOR LINTEL SIZES.4. CHECK & MEASURE ON SITE FOR OPENING SIZES
BEFORE MANUFACTURING JOINERY.6. STUDS IN INTERNAL & NON-LOAD BEARING WALLS,
NZS 3604:2011 SECTION 8 TABLE 8.2. MAX STUD LENGTH 2.4m: SG8 140x45mm STUDS @ 600mm CRS MAX & SG8 90x45mm NOGGING @ 1200mm CRS MAX7. STUDS LOCATED BEHIND SHOWERS TO BE @ 400
CRS.8. REFER TO CEILING, GRID AND LININGS PLAN FOR
CEILING HEIGHTS/TYPES.9. ALL MATERIALS USED IN THIS CONSTRUCTION TO
BE INSTALLED AS PER MANUFACTURERS WRITTENSPECIFICATIONS.
10. NOMINAL DATUM HEIGHT TO SHOW LEVELS.11. PLANS TO BE READ IN CONJUNCTION WITH
SPECIFICATIONS & MANUFACTURERS WRITTENSPECIFICATIONS.
LOCKING DOORS ACCESS KEY:ZONE\DOOR NUMBERH - HALL & HUBC - COUNSELLINGF - FULL ACCESS
D06 D07 D08 D10 D11 D12 D14 D15 D18 D19 D20 W01 W02 W08 W10 W15 W19
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Job Title
80 Mutu StreetTe Awamutu
Proposed Church & Community CentrePlot Date
Richard Wendt
Scale Drawing Number
Drawing Title
1:150 on A3 A06
COPYRIGHT: NO PARTOF THIS DESIGN OR
PUBLICATION MAY BEREPRODUCED
WHOLLY OR IN PARTWITHOUT PERMISSION
OF CORESTEELBUILDINGS.
1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!
Architectural DraftspersonPlan No:
31/10/2019
ElevationsCRS007
SELECTED 175 BOX SECTIONGUTTER WITH 21,000mm2CROSS SECTIONAL AREA
ROOFING INDUSTRIES TRIM RIBLONGRUN ROOFING INSTALLED TO
MANUFACTURER'S SPECIFICATIONS.
SELECTED DOUBLE GLAZEDPOWDERCOATED ALUMINIUM JOINERY
SELECTED 175 BOX SECTIONGUTTER WITH 21,000mm2CROSS SECTIONAL AREA
300mm WIDE JAMES HARDIE LINEAOBLIQUE LAID HORIZONATALLYOVER DRAINED AND VENTILATEDCAVITY AS PER MANUFACTURER'SSPECIFICATIONS
10 SERIES CONCRETE BLOCK LAID STACK BOND OVER 50mm DRAINED& VENTED CAVITY AS PER MANUFACTURER'S SPECIFICATIONS
n o r t h
FSELECTED 1m HIGHBULUSTRADE TOCOMPLY WITH NZBC F4
Roof Pitch 8°
Roof Pitch 5° Roof Pitch 5°
3,290
3,903
448
448
600
3,443
2,7904,278
1,132
5,972
TILT PANELS AS PERENGINEERED DESIGN
e a s t
SELECTED 1m HIGHBULUSTRADE TOCOMPLY WITH NZBC F4
Roof Pitch 8°
Roof Pitch 5°Roof Pitch 5°
3,290
2,790 3,903
5,972
3,729
3,443
SELECTED DOUBLE GLAZEDPOWDERCOATED ALUMINIUM JOINERY
300mm WIDE JAMES HARDIE LINEA OBLIQUE LAIDHORIZONATALLY OVER DRAINED AND VENTILATED
CAVITY AS PER MANUFACTURER'S SPECIFICATIONS TILT PANELS AS PER ENGINEERED DESIGN
10 SERIES CONCRETE BLOCK LAIDSTACK BOND OVER 50mm DRAINED& VENTED CAVITY AS PERMANUFACTURER'S SPECIFICATIONS
w e s t
SELECTED 1m HIGHBULUSTRADE TO
COMPLY WITH NZBC F4
SELECTED 175 BOX SECTIONGUTTER WITH 21,000mm2CROSS SECTIONAL AREA
ROOFING INDUSTRIES TRIM RIB LONGRUN ROOFINGINSTALLED TO MANUFACTURER'S SPECIFICATIONS.
SELECTED DOUBLE GLAZEDPOWDERCOATED ALUMINIUM JOINERY
SELECTED 175 BOX SECTIONGUTTER WITH 21,000mm2CROSS SECTIONAL AREA
300mm WIDE JAMES HARDIE LINEAOBLIQUE LAID HORIZONATALLYOVER DRAINED AND VENTILATEDCAVITY AS PER MANUFACTURER'SSPECIFICATIONS
10 SERIES CONCRETE BLOCK LAID STACK BOND OVER 50mm DRAINED& VENTED CAVITY AS PER MANUFACTURER'S SPECIFICATIONS
s o u t h
WIND ZONENUMBER OF STOREYSROOF/WALL INTERSECTION DESIGNEAVES WIDTHENVELOPE COMPLEXITYDECK DESIGN
TOTAL
CATEGORY DEFINITION
RISK MATRIX (E2/AS1)SCORE
HIGH WIND ZONESINGLE STORYROOF TO WALL INTERSECTION FULLY EXPOSED0-100mm FOR SINGLE STORYCOMPLEX & MULTIPLE CLADDING TYPESNO DECK
003530
11
WIND ZONENUMBER OF STOREYSROOF/WALL INTERSECTION DESIGNEAVES WIDTHENVELOPE COMPLEXITYDECK DESIGN
TOTAL
CATEGORY DEFINITION
RISK MATRIX (E2/AS1)SCORE
HIGH WIND ZONESINGLE STORYROOF TO WALL INTERSECTION FULLY EXPOSED0-100mm FOR SINGLE STORYCOMPLEX & MULTIPLE CLADDING TYPESNO DECK
003530
11
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Job Title
80 Mutu StreetTe Awamutu
Proposed Church & Community CentrePlot Date
Richard Wendt
Scale Drawing Number
Drawing Title
1:100 on A3 A07
COPYRIGHT: NO PARTOF THIS DESIGN OR
PUBLICATION MAY BEREPRODUCED
WHOLLY OR IN PARTWITHOUT PERMISSION
OF CORESTEELBUILDINGS.
1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!
Architectural DraftspersonPlan No:
31/10/2019
Cross Sections AA & BBCRS007
Roof Pitch 8°
Roof Pitch 5° Roof Pitch 5°
3,443
3,724
3,290
5,4754,237
3,455
54.40mFFL
AUDITORIUMENTRY FOYER
SELECTED 175 BOX SECTION GUTTERWITH 19,250mm2 CROSS SECTIONAL AREA
10 SERIES CONCRETE BLOCKLAID STACK BOND OVERDRAINED & VENTED CAVITY
0.55mm GAUGE ROOFING INDUSTRIES TRIM RIBCOLORSTEEL LONGRUN ROOFING INSTALLED TO
MANUFACTURER'S SPECIFICATIONS. FIX WITHCOLOUR MATCHED TEK SCREWS OVER
THERMAKRAFT COVERTEK 407 UNDERLAY
COLD ROLLED STEEL FRAMING & PORTALFRAMES AS PER ENGINEERED DESIGN
13mm GIB TO CEILING OVER GIB RONDO BATTENS @ 600 CRSMAX. R3.2 BATTS INSULATIONS OVER RONDO BATTENS. FOR
TYPE OF GIB TO BE USED, REFER TO SCHEDULE OF FINISHES
SELECTED DOUBLEGLAZED POWDERCOATED
ALUMINIUM JOINERY
CONCRETE SLAB WITH MESH REINFORCING OVERSAND BINDING. REFER TO ENGINEERED DESIGN.
FINISHED FLOOR LEVEL TO BE RL54.40m
R2.2 WALL INSULATIONTO EXTERNAL WALLS
HORIZONTAL JAMES HARDIE LINEAOBLIQUE WEATHERBOARD OVER
DARINED AND VENTED CAVITY
OUTLINE OF 425x130 HYNE17C BEAM TO SUPPORTTRANS PANEL DOORS
Roof Pitch 8°
Roof Pitch 5°
3,009
54.40mFFL
2,755
3,055
2,755
SELECTED 175 BOX SECTIONGUTTER WITH 19,250mm2CROSS SECTIONAL AREA
10 SERIES CONCRETE BLOCKLAID STACK BOND OVERDRAINED & VENTED CAVITY
0.55mm GAUGE ROOFING INDUSTRIES TRIM RIBCOLORSTEEL LONGRUN ROOFING INSTALLED TO
MANUFACTURER'S SPECIFICATIONS. FIX WITHCOLOUR MATCHED TEK SCREWS OVER
THERMAKRAFT COVERTEK 407 UNDERLAY
COLD ROLLED STEEL FRAMING & PORTALFRAMES AS PER ENGINEERED DESIGN
13mm GIB TO CEILING OVER GIB RONDO BATTENS@ 600 CRS MAX. R3.2 BATTS INSULATIONS OVER
RONDO BATTENS. FOR TYPE OF GIB TO BE USED,REFER TO SCHEDULE OF FINISHES
SELECTED DOUBLEGLAZED POWDERCOATEDALUMINIUM JOINERY
R2.2 WALL INSULATIONTO EXTERNAL WALLS
HORIZONTAL JAMES HARDIE LINEAOBLIQUE WEATHERBOARD OVER
DARINED AND VENTED CAVITY
LIGHTHOUSE PASSAGE PASSAGE
CONCRETE SLAB WITH MESH REINFORCING OVERSAND BINDING. REFER TO ENGINEERED DESIGN.
FINISHED FLOOR LEVEL TO BE RL54.40m
OUTLINE OF 425x130 HYNE17C BEAM TO SUPPORT
TRANS PANEL DOORS
Section AA
Section BB
-
Job Title
80 Mutu StreetTe Awamutu
Proposed Church & Community CentrePlot Date
Richard Wendt
Scale Drawing Number
Drawing Title
1:100 on A3 A08
COPYRIGHT: NO PARTOF THIS DESIGN OR
PUBLICATION MAY BEREPRODUCED
WHOLLY OR IN PARTWITHOUT PERMISSION
OF CORESTEELBUILDINGS.
1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!
Architectural DraftspersonPlan No:
31/10/2019
Cross Sections CC & DDCRS007
54.40mFFL
0.55mm GAUGE ROOFING INDUSTRIES TRIM RIBCOLORSTEEL LONGRUN ROOFING INSTALLED TO
MANUFACTURER'S SPECIFICATIONS. FIX WITHCOLOUR MATCHED TEK SCREWS OVER
THERMAKRAFT COVERTEK 407 UNDERLAY
13mm GIB TO CEILING OVER GIB RONDOBATTENS @ 600 CRS MAX. R3.2 BATTSINSULATIONS OVER RONDO BATTENS.FOR TYPE OF GIB TO BE USED, REFER
TO SCHEDULE OF FINISHESENGINEERED TILT
PANELS, REFER TODESIGN BY OTHERS
CONCRETE SLAB WITH MESHREINFORCING OVER SAND
BINDING. REFER TO ENGINEEREDDESIGN. FINISHED FLOOR LEVEL
TO BE RL54.40m
3,05
5
54.40mFFL
+400FFL20 SERIES CONCRETE BLOCKLAID STACK BOND OVERDRAINED & VENTED CAVITY
COLD ROLLED STEEL FRAMING & PORTALFRAMES AS PER ENGINEERED DESIGN
SELECTED DOUBLEGLAZED POWDERCOATEDALUMINIUM JOINERY
R2.2 WALL INSULATIONTO EXTERNAL WALLS
140x45 SG8 DIAGONAL BRACE TOSUPPORT LINTELS ABOVE TRANS-SPACEDOORS. FIX DIAGONAL BRACE TO LINTELWITH 2/CPC80's AND TO STEEL ROOFPURLINS WITH 6/WURTH WING PAIS
Roof Pitch 8°
Roof Pitch 5°
2,755
3,443
3,853
4,278
3,009
5,410
54.40mFFL54.40mFFL
SELECTED 175 BOX SECTIONGUTTER WITH 19,250mm2CROSS SECTIONAL AREA
10 SERIES CONCRETE BLOCKLAID STACK BOND OVER
DRAINED & VENTED CAVITY
0.55mm GAUGE ROOFING INDUSTRIES TRIM RIBCOLORSTEEL LONGRUN ROOFING INSTALLED TO
MANUFACTURER'S SPECIFICATIONS. FIX WITHCOLOUR MATCHED TEK SCREWS OVER
THERMAKRAFT COVERTEK 407 UNDERLAY
COLD ROLLED STEEL FRAMING & PORTALFRAMES AS PER ENGINEERED DESIGN
13mm GIB TO CEILING OVER GIB RONDO BATTENS@ 600 CRS MAX. R3.2 BATTS INSULATIONS OVER
RONDO BATTENS. FOR TYPE OF GIB TO BE USED,REFER TO SCHEDULE OF FINISHES
SELECTED DOUBLEGLAZED POWDERCOATED
ALUMINIUM JOINERY
R2.2 WALL INSULATIONTO EXTERNAL WALLS
HORIZONTAL JAMES HARDIE LINEAOBLIQUE WEATHERBOARD OVERDARINED AND VENTED CAVITY
HUB KITCHEN HALL
CONCRETE SLAB WITH MESH REINFORCING OVERSAND BINDING. REFER TO ENGINEERED DESIGN.
FINISHED FLOOR LEVEL TO BE RL54.40mSPRUNG FLOOR OVER CONCRET SLAB. REBATESLAB BY 75mm TO ACCOMDATE SPRUNG FLOOR
Section DD
Section CC
-
Job Title
80 Mutu StreetTe Awamutu
Proposed Church & Community CentrePlot Date
Richard Wendt
Scale Drawing Number
Drawing Title
1:200 on A3 A16
COPYRIGHT: NO PARTOF THIS DESIGN OR
PUBLICATION MAY BEREPRODUCED
WHOLLY OR IN PARTWITHOUT PERMISSION
OF CORESTEELBUILDINGS.
1.All construction is to be in Accordance with the related documentsin the NZ Building Code, incl current E2 AS12. All Timber to comply with NZS3602.3. All Concrete work to Comply with NZS3109 and NZS3124.4. All Masonary Work to Comply with NZS4210 and NZS4229.5. All Materials to be fixed in Accordance with the Manufacturers Written Specifications.6. ALL DIMENSIONS TO BE VERIFIED ON SITE.7. IF IN ANY DOUBT - ASK!
Architectural DraftspersonPlan No:
31/10/2019
Furniture PlanCRS007
OV
DW
FRGFRZ
HW
HW
PIE WRMR
M'W
AVE
FRG
CUBICLE PARTITIONWALLS TO TOILETSCUBICLE PARTITIONWALLS TO TOILETS
TA Presbyterian Church Committee 31.10.2019A01 Site PlanA04 Proposed Floor PlanA06 ElevationsA07 Cross Sections AA & BBA08 Cross Sections CC & DDA16 Furniture Plan