Ara Institute of Canterbury
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BRAIDED RIVER S
ST R ATEG Y ( S K ET CH ES ) 21
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ARCHITECT'S DRAWINGS
GROUND FLOOR LAYOUT
D10 BARS @ 600crs (750mm LONG), 150mm INTO EXISTING FOUNDATION.
OR DOUBLE JOISTS
EXISTING BEAM
D.S. D.S. D.S.
J.
J. J. P.1
SCALE 1:100 2/300x45 hySPAN LINTEL B.1 (3.7m) 2/240x45 SG8 LINTEL
T.B.C. ON SITE. CURRENT DESIGN IS BASED ON ARCHITECTS
B.2 (2.5m)
OF PROPOSED DESIGN.
TO THE ENGINEER TO CONFIRM THE SUITABILITY
ANY DISCREPANCIES FOUND TO BE REPORTED
EXISTING JOIST / FRAMING LAYOUT T.B.C ON SITE.
PROPOSED / ASSUMED JOIST & FRAMING LAYOUT.
GROUND LEVEL GROUND LEVEL 600 MIN.
NEW SLAB TO EXISTING SCALE 1:20
SCALE 1:20
IS TO BE READ IN CONJUNCTION WITH
THIS DRAWING IS TO C o n s t r u c t 300
D16 D16 225
EXTERNAL
(MIN.)
1SECTION SCALE
THIS DRAWING IS TO BE READ IN CONJUNCTION CLIENT
EXTERNAL
400 100mm SLAB WITH 1 LAYER OF SE62 MESH.
225
(MIN.)
D16
DPM.
240
NOTE:
DESIGN BEARING IS 200kPa ULTIMATE @ 300mm BELOW EXISTING GROUND LEVEL.
D16
DPM. 150mm (MIN.) COMPACTED HARDFILL WITH 25mm SAND BLINDING.
240
D10 BARS @ 600crs, LAP 400mm INTO FLOOR SLAB.
D10 BARS @ 600crs, LAP 400mm INTO FLOOR SLAB.
1SECTION - STRIP FOOTING
D10 BARS @ 600crs (750mm LONG), EPOXIED 150mm INTO EXISTING FOUNDATION.
600SQ x 600 DEEP PAD, REFER
600SQ x 600 DEEP FOUNDATION PAD, REFER TO DETAIL.
SECTION - STRIP FOOTING
SCALE 1:20
SCALE 1:20
1 -
1 -
240mm WIDE
240mm WIDE PERIMETER FOOTING.
D10 BARS @ 600crs (750mm LONG), EPOXIED 150mm INTO EXISTING FOUNDATION.
SLAB CONNECTION
300
NEW SLAB CONNECTION TO EXISTING DETAIL.
EXISTING DETAIL.
600crs EPOXIED EXISTING 300 CONJUNCTION WITH
SCALE 1:20
150
EXISTING FOUNDATION
EXISTING FOUNDATION
90x90 SG8 POST BOWMAC B195 POST BRACKET CAST INTO FOUNDATION PAD.
90x90 SG8 POST BOWMAC B195 POST BRACKET CAST INTO FOUNDATION PAD.
600x600mm CONCRETE PAD: 3-D12 'U' BARS EACH WAY D10 STIRRUPS @ 100crs.
600SQ
600x600mm CONCRETE PAD: 3-D12 'U' BARS EACH WAY D10 STIRRUPS @ 100crs.
PARTIAL FOUNDATION LAYOUT
EXTERNAL POST FOUNDATION PAD.
SCALE 1:20
POST FOUNDATION PAD.
ARCHITECT'S DRAWINGS
PARTIAL FOUNDATION LAYOUT
SCALE 1:100
SCALE 1:100
FOUNDATION LAYOUT TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS CLIENT PROJECT TITLE DRAWING TITLE REV. DATE: BY. t u r e 0 16-02-2023 JASON & ANNA JACKSON 1 DENLEY GARDENS, V.M.
D10 BARS @ 600crs (750mm LONG), EPOXIED 150mm INTO EXISTING FOUNDATION. 300
400 100mm SLAB WITH 1 LAYER OF SE62 MESH.
GROUND LEVEL 150mm (MIN.) COMPACTED HARDFILL WITH 25mm SAND BLINDING. GROUND LEVEL 600 MIN.
100mm SLAB WITH 1 LAYER OF SE62 MESH.
NOTE: DESIGN BEARING IS 200kPa ULTIMATE @ 300mm BELOW EXISTING GROUND LEVEL.
600SQ
150 CLIENT PROJECT TITLE DRAWING TITLE REV. DATE: COMMENT: BY.
100mm SLAB WITH 1 LAYER OF SE62 MESH.
300 SHEET BRACE STRAP.
6-30x3.15dia PRODUCT NAILS EACH END (MIN.). TOP PLATE.
6x90mm x 3.15 dia. NAILS.
2/400 SHEET BRACE STRAPS (1 EACH SIDE)
6-30x3.15dia PRODUCT NAILS EACH END (MIN.).
2x90mm x 3.15 dia. NAILS DIRECTLY BELOW LINTEL. TYPICAL.
DOUBLE FULL HEIGHT TIMBER STUD.
90mm x 3.15 dia. NAILS @ 250 crs. TRIMMER TO UNDER STUDS. TYPICAL.
LINTEL B.1 - 2/300x45 hySPAN.
SCALE 1:10
GENERAL NOTES:
WHERE REQUIRED ALLOW FOR SG8 TIMBER PLATES TO BE BOLTED TO STEEL MEMBERS WITH M12-4.6 BOLTS @ 800crs. (WURTH SDR RUSPERT SCREWS CAN BE USED IN LIEU OF M12 BOLTS AT HALF THE STATED BOLT FIXING ALL BOLTS TO TIMBER TO HAVE 50x3mm SQUARE WASHERS.
ALLOW FOR 400 SHEET BRACE STRAPS TO EACH SIDE OF TOP PLATE WHERE SUPPORT POSTS OF BEAMS ARE LOCATED SO THAT IT CUTS THROUGH THE TOP PLATE. 6-30x3.15dia PRODUCT NAILS EACH END (MIN.). REFER TO NZS 3604:2011 FOR DURABILITY REQUIREMENTS OF ALL FIXINGS. NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
EPOXY ANCHORS: RAMSET EPCON C8 EPOXY WITH M12/ M16 5.6 ANCHOR STUDS (LENGTH TO SUIT) INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
IF SO DESIRED. NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
INCREASED TO SUIT FLOOR DEPTH
DEPTH OF TIMBER BEAMS CAN BE
ARE MINIMUM REQUIRED DEPTHS.
TIMBER BEAM DEPTHS AS SHOWN
FRAMING LINES (U.N.O).
POSTS TO BE CENTRED ON STUD
LENGTH. ALL BEAMS, LINTELS AND SHS
IS LONGER THAN THE DESIGN
2/300x45 hySPAN LINTEL (B.1).
NOTIFY THE STRUCTURAL ENGINEER IF THE ACTUAL LENGTH
ON SITE PRIOR TO FABRICATION.
BEAM LENGTH. CONFIRM LENGTH
SPAN AND NOT TO BE USED AS
MEMBERS ARE MAXIMUM DESIGNED
LENGTH NOTED NEXT TO BEAM
NOTES:
LINTEL B.2SHEET S2.01
LINTEL B.1SHEET S2.01
DRAWINGS:
2/400 SHEET BRACE STRAPS (1 EACH SIDE)
6-30x3.15dia PRODUCT NAILS EACH END (MIN.).
TIMBER STUD.
BOWMAC B51 ANGLE BRACKET, 2-M12-4.6 BOLTS WITH 50x3mm SQUARE WASHERS.
HOUSE SLAB.
ASECTION SCALE 1:10
A -
SCALE
DENOTES JOISTS
BY
J.
600 SHEET BRACE STRAP WRAPPED AROUND TOP PLATE. 6-30x3.15dia PRODUCT NAILS EACH END (MIN.).
6x90mm x 3.15 dia. NAILS.
FOR STRUCTURAL BEAM CONNECTIONS
2/240x45 SG8 LINTEL (B.2) NOT SHOWN FOR CLARITY. DOUBLE FULL HEIGHT TIMBER STUD.
2x90mm x 3.15 dia. NAILS DIRECTLY BELOW LINTEL. TYPICAL.
90mm x 3.15 dia. NAILS @ 250 crs. TRIMMER TO UNDER STUDS. TYPICAL.
DOUBLE FULL HEIGHT TIMBER STUD. TIMBER STUD.
DOUBLE FULL HEIGHT TIMBER STUD.
M12 EPOXY HOLDING DOWN BOLTS INTO SLAB.
90mm x 3.15 @ 250 crs. TO UNDER TYPICAL.
LUMBERLOK FIX TO STUDS 70x3.15 NAILS. WITH 4No. 35mm SCREWS.
M12 HOLDING BOLTS INTO
TIMBER BOTTOM PLATE (SG8).
DOUBLE
SCALE 1:10
JASON & ANNA JACKSON 1 DENLEY GARDENS, D.S. P.1
AVONHEAD, CHRISTCHURCH.
POST DETAIL.
CORNER
1:10
STRUCTURAL CONNECTION THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS CLIENT PROJECT TITLE DRAWING C o n s t r u c t u r e
J.
14Gx120mm SCREWS @ 400crs. STUD.
JOISTS:
OTHERS. DOUBLE TIMBER
DETAILS REFER TO THE FOLLOWING
8x90mm x 3.15 dia. NAILS
2/400 SHEET BRACE STRAP
6-30x3.15dia PRODUCT NAILS EACH END (MIN.).
2x90mm x 3.15 dia. NAILS
DIRECTLY BELOW
2/240x45 SG8 LINTEL (B.2).
8x125mm x 3.15 dia. NAILS
2/300x45 hySPAN LINTEL (B.1) BEHIND.
DOUBLE TIMBER STUD.
LINTEL. TYPICAL. 90mm x 3.15 dia. NAILS @ 250 crs. TRIMMER TO UNDER STUDS. TYPICAL.
LINTEL B.2 - 2/240x45 SG8.
SCALE 1:10
2/400 SHEET BRACE STRAPS (1 EACH SIDE)
6-30x3.15dia PRODUCT NAILS EACH END (MIN.).
14Gx120mm SCREWS @ 400crs.
3.15 dia. NAILS TRIMMER UNDER STUDS. OR
LUMBERLOK CPC80 CLEAT STUDS WITH 8No. NAILS. FIX TO PLATE TYPE 17-14g x SCREWS.
HOLDING DOWN INTO SLAB.
90mm x 3.15 dia. NAILS @ 250 crs. TRIMMER TO UNDER STUDS. TYPICAL.
2/200 SHEET BRACE STRAPS
3-30x3.15dia PRODUCT NAILS INTO STUD. (MIN.)
3-30x3.15dia PRODUCT NAILS INTO BOTTOM PLATE.
M12 HOLDING DOWN BOLTS INTO SLAB.
BOTTOM (SG8). 100 MAX.
TIMBER BOTTOM PLATE (SG8). 100 MAX.
DOUBLE STUD TO SLAB CONNECTION.
DOUBLE TIMBER STUD.
2x90mm x 3.15 dia. NAILS DIRECTLY BELOW LINTEL. TYPICAL. 90mm x 3.15 dia. NAILS @ 250 crs. TRIMMER TO UNDER STUDS. TYPICAL.
90mm x 3.15 dia. NAILS @ 250 crs. TRIMMER TO UNDER STUDS. TYPICAL.
OR
GIB HANDI BRAC TO STUD. FIXING AS PER HANDIBRAC REQUIREMENTS.
TIMBER BOTTOM PLATE (SG8).
1:10
STRUCTURAL BEAM CONNECTION
S2.01 0 SCALE @
DRAWING No. REV. JOB No. DRAWING TITLE DESIGN. DRAWN. REV. DATE: COMMENT: BY. 0 16-02-2023 ISSUED FOR CONSTRUCTION 14585 S.L. V.M. LEGEND: 90x90 SG8 POST. P.1
DETAILS.
A3
BUILDING WORK THAT IS NOT SPECIFICALLY DETAILED ON THE CONSENTED PLANS WILL NOT BE THE RESPONSIBLITY OF DRAFTLINE OR THEIR NOMINATED LBP(DESIGN)
REV A STAGE DATE 01 01 COA PLANS ISSUED 15/03/2023
WORK THAT IS NOT SPECIFICALLY DETAILED ON THE CONSENTED PLANS WILL NOT BE THE RESPONSIBLITY OF DRAFTLINE OR THEIR NOMINATED LBP(DESIGN)
INTERIOR
SCREEN BASE DETAI L
AQUALINE WALL LINING
GIB AQUALINE WALL LINING VERTICALLY AND STOPPED TO LEVEL 4 FINISH. COATED TWO COATS OF WATERPROOF SEMI GLOSS PAINT IN ACCORDANCE WITH E3/AS1
INTERNAL WATERPROOFING
WPM-001 LIQUID-APPLIED
WATERPROOFING MEMBRANE SYSTEM TO
SPECIFIED WET AREAS. MODIFIED POLYURETHANE, HIGH-BUILD ACRYLIC, FLEXIBLE MEMBRANE, SUITABLE FOR RESIDENTIAL AND COMMERCIAL INTERIOR APPLICATIONS TO BE SUBSEQUENTLY OR OTHERWISE COVERED AND PROTECTED.
IN ACCORDANCE WITH THE MANUFACTURER'S DOCUMENTATION, NZBC E3/ 3740, AND AS SHOWN ON THE DRAWINGS.
TO MAINTAIN MINIMUM 100mm THICKNESS INSTALL WATER STOPS AS PER COP INTERNAL WET AREA MEMBRANE SYSTEMS)
SCREEN
HIGH GLASS SHOWER SCREEN GRADE A GLASS. ALL GLAZING TO COMPLY WITH 4223:3:2016
SERVICES
DRAINAGE CHANNEL STAINLESS STEEL ALLPROOF TKV1000E 1000mm EQUATOR CHANNEL SHOWER WASTE KIT DRAINAGE CHANNEL AND STAINLESS STEEL GRATE CONNECTED TO 80.50mm FLOOR WASTE GULLY SEWER SYSTEM AND INSTALLED AS PER MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS.
SCREEN WALL DETAI L
SHOWER SHOWER WITH MEMBRANE UNDER. FLOOR
FORMED TO HAVE 1:50 FALL TO DRAIN.
SLAB TO BE 50mm THICKER WITH MESH TO ALLOW FOR SLAB TO BE GROUNDED
TO FORM FALL AND MAINTAIN MIN STEEL COVERS. (INSTALL WATER STOPS AS PER E3/AS2)
ARDEX SE SILICONE
FLOOR TILES
ARDEX X 18 ADHESIVE
ARDEX GROUT
ARDEX MEMBRANE WPM 155
ARDEX STB TAPE
ALLPROOF TILERITE CLAMPED OUTLET
FLOOR SUBSTRATE
UPSTAND & SIDES TILED SPLASHBACK
5.01.09 INTERNAL WATERPROOFING
7.02.26 TILED SHOWER
5.01.02 AQUALINE WALL LINING BOND BREAKER
SHOWER TO FALL TOWARDS TO CHANNEL DRAIN AT 1:50 AS PER E3/AS1 PARAGRAPH 3.3.5
7.02.04 S/S DRAINAGE CHANNEL
5.01.11 GLASS SCREEN
SHOWER TO FALL TOWARDS TO CHANNEL DRAIN AT 1:50 AS PER E3/AS1 PARAGRAPH 3.3.5
5.01.09 INTERNAL WATERPROOFING
SHOWER SCREEN WALL DETAI L
NOTE
ALUMINIUM TILE BULLNOSE EDGE TILES RUNS UP HIGHER WITH CAPPOING ON TOP (OR FLAT ANGLE, AS PER CLIENT SELECTION)
MINIMUM LEVEL4 PAINT FINISH OVER WALL LININGS
CERAMIC WALL TILES OVER TILING COMPOUND / ADHESIVE HAS BEEN INSTALLED
WATERPROOFING MEMBRANE APPLIED OVER SUBSTRATE
WATER RESISTANT WALL LININGS HAS BEEN INSTALLED
WATERPROOF BATHROOM SEALANT
NOTE: FLANGE PREPARED USING PLUMBERS CEMENT
VANITY WITH INTEGRATED CERAMIC BASIN (STYLE MAY VARY)
SHOWER DRAINAGE DETAI L
JOINERY / CABINETRY
COPYRIGHT OF THESE DOCUMENTS REMAIN THE PROPERTY OF DRAFTLINE 2021 LTD UNLESS OTHERWISE AGREED TO IN WRITING
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED
CHRISTCHURCH OFFICE
E 46 DISRAELI STREET CHRISTCHURCH
PH 03 688 8455
EMAIL admin@draftline.co.nz
JOB TITLE 150 MAYS ROAD, SAINT ALBANS, CHRISTCHURCH
ALL CONSTRUCTION TO COMPLY WITH NZBC/NZS3604:2011, AND ALONGSIDE ALL OTHER CURRENT STANDARDS
PLANS MUST BE READ WITH THE ARCHITECTURAL SPECIFICATIONS AND MANUFACTURERS INFORMATION ALL DIMENSIONS AND SITE LEVELS TO BE VERIFIED ON SITE
2303000
DESIGNER RS NOTES ALTERATIONS
17/03/202
E N L T F A R D T C E J O R P E T A L P M E T N O S R E V 1 1 H T 4 Y L U J 2 2 0 2Y N A G N S S I M N O I T A M R O F N IT C A T N O C E H T R E N G I S E D O D T O N E L A C S F F O S G N I W A R D y n o ( e s u d e r u g i f ) s n o s n e m d D A E R N N O I T C N U J N O C H T I W E H T S R E R U T C A F U N A M N O I T A C F I C E P S O F E B R US 17/03/2023 SCALE @ A3 DRAWING NUMBER CLIENT NAME 1:5 A401 NELSON PEREIRA RSM DRAWING TITLE WATERPROOFING DETAILS 23030003 CBR PROPRIETARY ALUMINIUM GLAZING CHANNEL FIXED THROUGH LININGS TO STUD. BUTT TILES TO EDGE AND SEAL. SELECTED CERAMIC WALL TILE OVER ARDEX WPM 750 WATERPROOFING MEMBRANE HAS BEEN INSTALLED H1.2, 90X45 WALL FRAMING
SCALE: 1: 5 @A 3
1: 5 @A 3 APPROVED WATERPROOF MEMBRANE OVER MORTAR SCREED TO FORM SHOWER FALLS TERMINATE DOWN INTO FLOOR WASTE HAS BEEN INSTALLED 10mm PAINT FINISHED GIB BOARD AQUALINE WALL LININGS HAS BEEN INSTALLED
SCALE:
DRAFTSMAN PROJECT NUMBER PRINT DATE CHECKED
STREET
TIMARU 5 admin@draftline.co.nz DRAUGHTING SERVICES
CB
150mm MIN WATER VANITY (STYLE NOTE
WATERPROOF MINIMUM UPSTAND & SIDES TILED SPLASHBACK WATERPROOFING
ALUMINIUM WITH (OR
CERAMIC HAS
FALL FALL
SCALE: 1: 2 @A 3
SCALE: 1: 5 @A 3 REV A STAGE DATE 01 01 COA PLANS ISSUED 15/03/2023 T E T A L P M E T N O S R E V 1 H T 4 Y L U J 2 2 0 2Y N A G N I S S M N O I T A M R O F N IT C A T N O C E H T R E N G S E D O D T O N E L A C S F F O S G N I W A R D y n o ( e s u d e r u g i f ) s n o i s n e m i d D A E R N I N O I T C N U J N O C H T W E H T S R E R U T C A F U N A M N O I T A C I F C E P S E R O F E B N O I T A L L A T S N SAINT ALBANS, DRAFTSMAN US SCALE @ A3 CLIENT NAME 1:5, 1:10, 1:2 NELSON PEREIRA DESIGNER RSM NOMINATED LBP(DESIGN) 150mm MIN
WALL TO VANITY DETAI L SCALE: 1: 5 @A 3 SCREEN INTERNAL WATERPROOFING PLUMBERS FALL DETAI L SCALE: 1: 2 @A 3 DETAI L SCALE: 1: 5 @A 3
MAYS ROAD, SAINT ALBANS, CHRISTCHURCH
150 MAYS ROAD, SAINT ALBANS, CHRISTCHURCH
E N I L T F A R D T C E J O R P E T A L P M E T R E V JOB TITLE
DRAFTSMAN PROJECT NUMBER PRINT DATE CHECKED US 17/03/2023 SCALE @ A3 DRAWING NUMBER CLIENT NAME 1:5 A401 NELSON PEREIRA DESIGNER RSM ALTERATIONS DRAWING TITLE WATERPROOFING DETAILS 23030003 CBR UNLESS OTHERWISE CURRENT STANDARDS MANUFACTURERS INFORMATION ON SITE E N I L T F A R D T C E J O R P E T A L P M E T N O I S R E V 1 1 4 JOB TITLE
150
DRAFTSMAN PROJECT NUMBER PRINT DATE CHECKED US 17/03/2023 SCALE @ A3 DRAWING NUMBER CLIENT NAME 1:5 A401 NELSON PEREIRA DESIGNER RSM ALTERATIONS DRAWING TITLE WATERPROOFING DETAILS 23030003 CBR UNLESS OTHERWISE CURRENT STANDARDS MANUFACTURERS INFORMATION ON SITE
