OPTION A - STEEL LOUVRE SOFFIT - Waratah-Wynyard Council€¦ · waratah-wynyard council somerset plaza detail design title sheet 01/05/17-- tender 16042 a001 wragg street, somerset,

Project number Drawing number Revision

Status

Edwards+Simpson Pty LtdABN 32 162 089 894 Building Act 2016 Licence Number CC5836I A Level 1 68-70 St John Street Launceston TAS 7250 AustraliaE [email protected] T 03 6331 1681

Checked Approved

Drawing title

Date created

Scale

Project

Client

RevisionsCopyright

Notes

© 2017 Edwards and Simpson Pty Ltd

This drawing must be read in conjunction with all other drawingsspecifications, schedules and consultant documents. Any discrepancies must

be reported to Edwards and Simpson. If in any doubt whatsoever contactEdwards and Simpson.

1 : 1 @ A3

WARATAH-WYNYARD COUNCIL

WRAGG STREET, SOMERSET, TAS, 7322

SOMERSET PLAZA CANOPY REVISED SCOPE SHADE CANOPY - OPTION A

PRELIMINARY

MS -24/01/19 18034 SK001

21 SAUNDERS STREET, WYNYARD, TAS, 7325

Rev Date Reason for issue App'd

OPTION A - STEEL LOUVRE SOFFIT01


Status


Checked Approved

Drawing title

Date created

Scale

Project

Client

RevisionsCopyright

Notes




1 : 1 @ A3



SOMERSET PLAZA CANOPY REVISED SCOPE SHADE CANOPY - OPTION B

PRELIMINARY

MS -24/01/19 18034 SK002



OPTION B - SLATTED TIMBER SOFFIT01


Status


Checked Approved

Drawing title

Date created

Scale

Project

Client

RevisionsCopyright

Notes




1 : 1 @ A3



SOMERSET PLAZA CANOPY REVISED SCOPE SHADE CANOPY - OPTION C

PRELIMINARY

MS -24/01/17 18034 SK003



OPTION C - PERFORATED METAL SOFFIT01

OPTION DCentral spine with pitched opaque roof cladding over timber rafters (similar to Launceston Mall shelters)LHS and RHS wings being flat slatted pergola shade structures

gedwards

Line

gedwards

Line

gedwards

Line

Project Drawing Revision

StatuChecked Approved

Drawing title

Date created Scale

Project

Client

ConsultantsRevisionsCopyright

Notes


This drawing must be read in conjunction with all other drawings specifications, schedules and consultant documents. Any discrepancies must be reported to Edwards and Simpson. If in any doubt whatsoever contact Edwards and

Edwards+Simpson Pty LtdABN 32 162 089 894 ABP (Accredited Building Practitioner) CC5836I A Level 1 68 St John Street Launceston TAS 7250 Australia P PO Box 5047 Launceston TAS 7250 AustraliaE [email protected] T 03 6331 1681 W www.edwardsandsimpson.com.au

@ A1

T1WARATAH-WYNYARD COUNCIL

SOMERSET PLAZA DETAIL DESIGN TITLE SHEET

TENDER- -01/05/17

16042 A001



General SeriesTITLE SHEET...........................................................................................

Large Scale Plan SeriesSITE PLAN................................................................................................

Floor PlansNOTATION PLAN - CANOPY......................................................................COLUMN SETOUT PLAN - CANOPY..........................................................ROOF PLAN - CANOPY..............................................................................ROOF FRAMING PLAN - CANOPY.............................................................

Reflected Ceiling PlansSOFFIT PLAN - CANOPY...........................................................................SOFFIT FRAMING PLAN - CANOPY...........................................................

ElevationsELEVATIONS 1...........................................................................................

SectionsSECTIONS 1...............................................................................................

SHEET LIST

A001

A101

A221A231A261A262

A251A252

A301

A401

THESE DRAWINGS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLIENT, IN ACCORDANCE WITH THE AGREEMENT BETWEEN THE CLIENT AND EDWARDS + SIMPSON. EDWARDS + SIMPSON ACCEPTS NO LIABILITY OR RESPONSIBILITY WHATSOEVER IN RESPECT OF ANY USE OF OR RELIANCE UPON THESE DRAWINGS BY ANY PERSON WHO IS NOT A PARTY TO THE AGREEMENT OR AN INTENDED RECIPIENT.THESE DRAWING ARE BASED ON THE SCOPE DEFINED BY THE CLIENT AND INFORMATION SUPPLIED BY THE CLIENT AND ITS AGENTS.EDWARDS + SIMPSON CANNOT BE HELD ACCOUNTABLE FOR INFORMATION SUPPLIED BY OTHERS AND RELIED UPON BY EDWARDS + SIMPSON. THESE DRAWINGS MUST NOT BE USED FOR CONSTRUCTION UNLESS ISSUED 'FOR CONSTRUCTION'.DO NOT SCALE FROM THESE DRAWINGS. CONTRACTORS AND OTHER CONSULTANTS MUST VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING WORK OR PREPARING SHOP DRAWINGS.THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH SPECIFICATIONS, SCHEDULES AND CONSULTANT DOCUMENTS. ANY DISCREPANCIES MUST BE REPORTED TO EDWARDS + SIMPSON. ALL WORK MUST COMPLY WITH THE NATIONAL CONSTRUCTION CODE, AUSTRALIAN STANDARDS, CODE OF PRACTICE, LOCAL AUTHORITY BY-LAWS AND LEGISLATIVE REQUIREMENTS.

GENERAL NOTES1.

2.

3.

4.

5.

6.7.

8.

9.10.

ALL PLUMBING MUST COMPLY WITH THE TASMANIAN PLUMBING CODE, THE PLUMBING CODE OF AUSTRALIA AND AS3500.ALL CERTIFICATES REQUIRED UNDER THE BUILDING ACT 2016 (TASMANIA) MUST BE OBTAINED FROM SUITABLY QUALIFIED PERSONS PRIOR TO COMMENCING WORK. PROPRIETARY ITEMS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS.

11.

12.

13.

AFFL.............................................................................AFSL..............................................................AH...........................................................................................................BCA........................................................................BMT.............................................................................COL........................................................................................................CONC.......................................................................................................COS...........................................................................................................CP..........................................................................................................CRS......................................................................................................DAR.....................................................................................................DIA........................................................................................................DN........................................................................................................DP........................................................................................................(E)...............................................................................................................EX'G...........................................................................................................FC...................................................................................................FCL................................................................................................FFL..................................................................................................FSL..................................................................................................GALV............................................................................................................GT.................................................................................................HDG.................................................................................................

ABOVE FINISHED FLOOR LEVELABOVE FINISHED SURFACE LEVEL

ACCESS HATCHBUILDING CODE OF AUSTRALIA

BASE METAL THICKNESSCOLUMN

CONCRETECONFIRM ON SITE

CARPETCENTRES

DRESSED ALL ROUNDDIAMETER

NOMINAL DIAMETERDOWN PIPE

EXISTINGEXISTING

FIBRE CEMENET SHEETFINISHED CEILING LEVELFINISHED FLOOR LEVEL

FINISHED SURFACE LEVELGALVANISED

GRATED TRENCHHOT-DIP GALVANISED

ABBREVIATION LEGEND HW.........................................................................................................TYP.........................................................................................................MAN.........................................................................................................MAX...............................................................................................................MIN.................................................................................................................MS...............................................................................................................NOM..............................................................................................................O/F.................................................................................................................O/HANG...........................................................................................................PREP...............................................................................................................PLY...............................................................................................................RL...................................................................................................................RWT................................................................................................................SAN.................................................................................................................SB...................................................................................................................SC...................................................................................................................SPEC...............................................................................................................SS...................................................................................................................SW..................................................................................................................UNO................................................................................................................(U)..................................................................................................................U/S..................................................................................................................

HARDWOODTYPICAL THROUGHOUT

MANUFACTURERS'MAXIMUMMINIMUM

MILD STEELNOMINAL

OVERFLOWOVERHANG

PREPAREPLYWOOD

REDUCED LEVELRAINWATER TANK

SANITARYSWITCH BOARD

SEALED CONCRETESPECIFICATION

STAINLESS STEELSTORMWATER

UNLESS NOTED OTHERWISEUNDER

UNDERSIDE

Detail Construction SeriesCONSTRUCTION DETAILS 1.............................................................................A601

Somerset Plaza Detailed DesignWARATAH-WYNYARD COUNCIL

WRAGG STREET, SOMERSET TAS 7325

Rev Date Reason for issue App'dT1 31-05-17 TENDER MS

W R A G G S T R E E TS I M P S O N S T R E E T

SHADE CANOPY 428m2

39 WRAGG STREET TITLE REFERENCE: 219391/1

PROPERTY ID: 7051249

37A WRAGG STREET TITLE REFERENCE: 65415/1


16A WRAGG STREET TITLE REFERENCE: 140117/1


65415/5

65415/3



Drawing title

Date created Scale

Project

Client


Notes




1 : 200 @ A1


SOMERSET PLAZA DETAIL DESIGN SITE PLAN

TENDER- -11/05/17

16042 A101


21 SAUNDERS STREET, WYNYARD, TAS, 7325Rev Date Reason for issue App'dT1 31-05-17 TENDER MS

SCALE 1 : 200

SITE PLAN01

A30101

A30104

A30102

A30103

B2

B2

B1

B1

D1

D1

E2

E2

G1

G1

D2

D2

E1

E1

J2

J2

J1

J1

C2

C2

C4

C4

F1

F1

A2

A2

A3

A3H3

H3

H2

H2

C1

C1

A1

A1

H1

H1

F2

F2C5

C5

C3

C3

A40104

A40102

A40101

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

NOM. DN90 HDPE DOWNPIPE FROM GEBERIT PLUVIA SIPHONIC ROOF DRAINAGE SYSTEM CONCEALED INSIDE THIS COLUMN. REFER HYDRAULIC ENGNEER

NOM. 220 MX. DIA. NO.8 MIRROR FINISH POLISHED 316 STAINLESS STEEL

COLUMNS (TYP.). REFER ENGINEER

TOP OF DRILLED PIERS TO BE NOM. 200mm BELOW FINISHED PAVING SURFACE LEVEL

(TYP. - UNO). REFER ENGINEER.

TOP OF THIS DRILLED PIER TO BE NOM. 600mm BELOW FINISHED PAVING SURFACE

LEVEL TO ALLOW FOR DP CONNECTION TO EX'G SW SYSTEM. REFER ENGINEER.

LINE OF FOOR OVER SHOWN DASHED

DP

A40103

COL.

TOP OF THIS DRILLED PIER TO BE NOM. 600mm BELOW FINISHED PAVING SURFACE LEVEL TO ALLOW FOR ENTRY OF ELECTRICAL CONDUIT. REFER ELECTRICAL ENGINEER.



Drawing title

Date created Scale

Project

Client


Notes




1 : 100 @ A1


SOMERSET PLAZA DETAIL DESIGN CANOPY NOTATION PLAN

TENDER- -24/02/17

16042 A221



SCALE 1 : 100

CANOPY NOTATION PLAN01


B2

B2

B1

B1

D1

D1

E2

E2

G1

G1

D2

D2

E1

E1

J2

J2

J1

J1

C2

C2

C4

C4

F1

F1

A2

A2

A3

A3H3

H3

H2

H2

C1

C1

A1

A1

H1

H1

F2

F2C5

C5

9580

95.00°

115.00°

85.00°

CL1789

490

±

634 ±

C L

C L

1000

90.00°

70.00°

125.

00°

CL

EQ

EQ

C L

3873

4457

3392

C L

C L

4173

3000

2400

3440

3157

85.0

0°

110.00°

90.00°

CL

EQ

EQ

85.00°

2844

6205

7164

90.00°

90.00°

1924

569 ±

CL300

CL

1852

60.00°

45.00°

600

600

±

135.

00°

85.00°

90.00°

110.

00°

110.

00°

120.

00°

25.00°

100.00°

25.00°

75.00°

C3

C3

C L60

0

A40104

A60101

A40102

A40101

A40103

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

1917

COL.

CL 1397

1100 90.00°



Drawing title

Date created Scale

Project

Client


Notes




1 : 100 @ A1


SOMERSET PLAZA DETAIL DESIGN COLUMN SETOUT PLAN

TENDER- -24/02/17

16042 A231



SCALE 1 : 100

COLUMN SETOUT PLAN01


B2

B2

B1

B1

D1

D1

E2

E2

G1

G1

D2

D2

E1

E1

J2

J2

J1

J1

C2

C2

C4

C4

F1

F1

A2

A2

A3

A3H3

H3

H2

H2

C1

C1

A1

A1

H1

H1

F2

F2C5

C5

C3

C3

A40104

A40102

A40101

2400 L X 1170 W x 4mm VITRABOND ACP CASSETTES TO FAIRVIEW DETAILS

4000 L X 300 H 4mm THICK VITRABOND ACP FASCIA PANELS. TAPE FIX TO FAIRVIEW DETAILS

CL:01

RL:14252

A40103

CL:02

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

COL.

CD:01 (FASCIA)

CEILING LEGEND

CL:XX FINISHED CEILING MATERIALREFER CEILING SCHEDULE

RL:XXXXFINISHED CEILING LEVEL TAG (AHD)AHD BASED UPON SURVEY SUPPLIED BY OTHERS

CEILINGS SCHEDULE

CL:01

DESRIPTION: VITRABOND - MIRROR FINISHSYSTEM: VITRABOND FR CORE ACPFIXING METHOD: VITRAFIX CASSETTE FIXDIMENSIONS: 2400 L X 1170 W x 4mm TFINISH: LORIN MIRROR FINISH VB5720-LJOINTS: DRY JOINT TO ALL INTERNAL CASSETTE JOINTS THROUGHOUT, SILICONE SEALANT JOINT TO PERIMTER JOINT WITH FASCIA TO DETAILSUPPLIER: FAIRVIEW SUPPLIER CONTACT: ARNE HARRISPHONE: 0439 931 664 EMAIL: [email protected]

DESCRIPTION: VITRABOND - ANODISED FINISHSYSTEM: VITRABOND FR CORE ACPFIXING METHOD: VITRAFIX CASSETTE FIXDIMENSIONS: 2400 L X 1170 W x 4mm T FINISH: ANODIZED BRILLIANT MIRROR VB8501JOINTS: JOINTS: DRY JOINT TO ALL INTERNAL CASSETTE JOINTS THROUGHOUT, SILICONE SEALANT JOINT TO PERIMTER JOINT WITH FASCIA TO DETAILSUPPLIER: FAIRVIEWCONTACT: ARNE HARRISCONTACT PHONE: 0439 931 664 CONTACT EMAIL: [email protected]

CL:02



Drawing title

Date created Scale

Project

Client


Notes




1 : 100 @ A1


SOMERSET PLAZA DETAIL DESIGN SOFFIT PLAN

TENDER- -24/02/17

16042 A251



SCALE 1 : 100

SOFFIT PLAN01


B2

B2

B1

B1

D1

D1

E2

E2

G1

G1

D2

D2

E1

E1

J2

J2

J1

J1

C2

C2

C4

C4

F1

F1

A2

A2

A3

A3H3

H3

H2

H2

C1

C1

A1

A1

H1

H1

F2

F2C5

C5

C3

C3

A40104

A40102

85.00°

125.

00°

135.

00°

90.00°

110.00°

85.00°

90.00°

110.

00°

110.

00°

155.0

0°

85.00°

115.00°

R 1000

R 1000

R 1500

R 10

00

R 1000

R 1000

95.00°

R 1500

R 3000

R 1000

R 1000

600

600

R 6000

600

600

C L 600

600

600

600

600

600

600

R 1000

600

R 3000

A40101

24mm VITRAFIX TOP HATS AT MAX. CRS. AS RECOMENDED BY FAIRVIEW

SOFFIT PURLINS AT CRS. TO SUIT VITRAFIX TOP HAT MAX. SUPPORT CRS AS RECOMMENDED BY FAIRVIEW

NOM. C100 PURLINS ON OUTRIGGERS (NOT SHOWN). REFER ENGINEER

A40103



Drawing title

Date created Scale

Project

Client


Notes




1 : 100 @ A1


SOMERSET PLAZA DETAIL DESIGN SOFFIT FRAMING PLAN

TENDER- -24/04/17

16042 A252



SCALE 1 : 100

SOFFIT FRAMING PLAN01

B2

B2

B1

B1

D1

D1

E2

E2

G1

G1

D2

D2

E1

E1

J2

J2

J1

J1

C2

C2

C4

C4

F1

F1

A2

A2

A3

A3H3

H3

H2

H2

C1

C1

A1

A1

H1

H1

F2

F2C5

C5

C3

C3

A40104

44.34°

1° PITCH

1° PITCH

1° PITCH

RF:01

A40102

1° PITCH

1° PITCH

1° PIT

CH

1° PIT

CH

1° PIT

CH

1° PIT

CH

1° PIT

CH

1° PIT

CH

1° PITCH

1° PITCH

1° PITCH

1° PITCH

1° PITCH

1° PITCH

1° PITCH

A40101

VITRABOND FASCIA TO DETAIL

COLORBOND KLIPLOK ROOFING

FULLY WELDED GRADE 316 STAINLESS STEEL BOX GUTTERS

GEBERIT PLUVIA ROOF DRAINAGE SYSTEM. REFER HYDRAULIC ENGINEER

FOR DETAILS INCLUDING LOCATIONS OF OULETS. HYDRAULIC DRAWINGS SHALL

TAKE PRECEDENCE OVER ARCHITECURAL

FULLY WELDED & POWDERCOATED ALUMINIUM OR STAINLESS STEEL TO ALL CURVED ROOF FLASHINGS

(TYP.)

FOLDED COLORBOND STEEL TO ALL STRAIGHT ROOF FLASHINGS (TYP.)

A40103

STEP

FOLDED CAPPING OVER STEEL BEAM

STEP

CD:02

CD:02

STEP

CD:01 (FASCIA)

VITRABOND CAPPINGS TO DETAIL

ROOF PLAN LEGEND

XX° PITCH ROOF SLOPE TAGXX DENOTES SLOPE OF ROOFARROW DENOTES DIRECTION OF FALL

CLADDING TYPE REFERENCE TAG.TEXT REFERS TO CLADDING (CD), NUMBER REFERS TO CLADDING TYPE. REFER TO CLADDING SCHEDULE & DETAILS

CD:XX

ROOF DRAINAGE OUTLETREFER HYDRAULIC ENGINEER

ROOFING TYPE REFERENCE TAG.TEXT REFERS TO ROOFING (RF), NUMBER REFERS TO ROOFING TYPE. REFER TO ROOFING SCHEDULE & DETAILS

RF:XX

ROOFING SCHEDULE

DESRIPTION: COLORBOND KLIPLOK ROOFINGCOLOUR: SHALE GREY. BMT: 0.42 STRAIGHT FLASHINGS: 0.55 BMT COLORBOND STEEL, COLOUR TO MATCH ROOFINGCURVED FLASHINGS: LASER CUT ALUMINIUM OR STAINLESS STEEL TO REQUIRED RADIUS. FULLY WELDED. CLEAN & POLISH WELD PRIOR TO POWDERCOAT FINISH, COLOUR TO MATCH ROOFINGBOX GUTTERS: MIN. 400 WIDE x 165 DEEP, FULLY WELDED 0.55 BMT GRADE 316 STAINLESS STEEL

RF:01

CLADDING SCHEDULE

CD:01

DESCRIPTION: VITRABOND - BLACK FINISHSYSTEM: VITRABOND FR CORE ACPFIXING METHOD: TAPE FIXDIMENSIONS: 4000 L x 300 H x 4mm T FINISH: ENIGMA BLACK VB9130JOINTS: SILICONE SEALANT JOINTSSUPPLIER: FAIRVIEW SUPPLIER CONTACT: ARNE HARRISCONTACT PHONE: 0439 931 664 CONTACT EMAIL: [email protected]

DESCRIPTION: VITRABOND - ANODISED FINISHSYSTEM: VITRABOND FR CORE ACPFIXING METHOD: TAPE FIXDIMENSIONS: 4000 L x VARIES W x 4mm T FINISH: ANODIZED BRILLIANT MIRROR VB8501JOINTS: SILICONE SEALANT JOINTSSUPPLIER: FAIRVIEW SUPPLIER CONTACT: ARNE HARRISCONTACT PHONE: 0439 931 664 CONTACT EMAIL: [email protected]

CD:02



Drawing title

Date created Scale

Project

Client


Notes




1 : 100 @ A1


SOMERSET PLAZA DETAIL DESIGN ROOF PLAN

TENDER- -24/02/17

16042 A261



SCALE 1 : 100

ROOF PLAN01


B2

B2

B1

B1

D1

D1

E2

E2

G1

G1

D2

D2

E1

E1

J2

J2

J1

J1

C2

C2

C4

C4

F1

F1

A2

A2

A3

A3H3

H3

H2

H2

C1

C1

85.00°

125.

00°

135.

00°

90.00°

110.00°

85.00°

90.00°

110.

00°

110.

00°

155.0

0°

85.00°

115.00°

R 1000

R 1000

R 1500

R 10

00

R 1000

R 1000

95.00°

R 1500

R 3000

R 1000

R 1000

600

600

R 6000

A1

A1

H1

H1

F2

F2C5

C5

600

600

C L 600

600

600

600

600

600

600

R 1000

600

C3

C3

R 3000

A40104

A40102

A40101

PURLINS TO ENGINEERS SPEC (TYP.) CLEAT BETWEEN STEELWORK SO THAT U/S OF

ROOF SHEET IS 20mm ABOVE TOP OF BOX GUTTER. REFER ENGINEER

PERIMETER STEEL BEAM. REFER ENGINEER

CURVED STEEL BEAMS TO BE ROLLED OR FABRICATED AS NECESSARY.

REFER ENGINEER

INTERNAL STEEL BEAM. REFER ENGINEER

LINE OF EAVES SHOWN DASHED

A40103



Drawing title

Date created Scale

Project

Client


Notes




1 : 100 @ A1


SOMERSET PLAZA DETAIL DESIGN ROOF FRAMING PLAN

TENDER- -24/02/17

16042 A262



SCALE 1 : 100

ROOF FRAMING PLAN01


CH 260FFL 8252

RL 14252U/S SOFFIT

CD:02

CD:01CD:01

CD:02RF:01

CH 260FFL 8252

RL 14252U/S SOFFIT

RF:01

CD:01

CD:02

CD:01

CD:02

CH 260FFL 8252

RL 14252U/S SOFFIT

RF:01

CD:01

CD:02

CD:01

CD:02

CH 260FFL 8252

RL 14252U/S SOFFITCD:01

CD:02 RF:01

CD:01

CD:02

ELEVATION LEGEND

CLADDING TYPE REFERENCE TAG.TEXT REFERS TO CLADDING (CD), NUMBER REFERS TO CLADDING TYPE. REFER TO CLADDING SCHEDULE & DETAILS

CD:X

ROOFING TYPE REFERENCE TAG.TEXT REFERS TO ROOFING (RF), NUMBER REFERS TO ROOFING TYPE. REFER TO ROOFING SCHEDULE & DETAILS

RF:X

CLADDING SCHEDULE

CD:01

DESCRIPTION: VITRABOND - BLACK FINISHSYSTEM: VITRABOND FR CORE ACPFIXING METHOD: TAPE FIXDIMENSIONS: 4000 L x 300 H x 4mm T FINISH: ENIGMA BLACK VB9130JOINTS: SILICONE SEALANT JOINTSSUPPLIER: FAIRVIEW SUPPLIER CONTACT: ARNE HARRISCONTACT PHONE: 0439 931 664 CONTACT EMAIL: [email protected]

DESCRIPTION: VITRABOND - ANODISED FINISHSYSTEM: VITRABOND FR CORE ACPFIXING METHOD: TAPE FIXDIMENSIONS: 4000 L x VARIES W x 4mm T FINISH: ANODIZED BRILLIANT MIRROR VB8501JOINTS: SILICONE SEALANT JOINTSSUPPLIER: FAIRVIEW SUPPLIER CONTACT: ARNE HARRISCONTACT PHONE: 0439 931 664 CONTACT EMAIL: [email protected]

CD:02

ROOFING SCHEDULE

DESRIPTION: COLORBOND KLIPLOK ROOFINGCOLOUR: SHALE GREY. BMT: 0.42 STRAIGHT FLASHINGS: 0.55 BMT COLORBOND STEEL, COLOUR TO MATCH ROOFINGCURVED FLASHINGS: LASER CUT ALUMINIUM OR STAINLESS STEEL TO REQUIRED RADIUS. FULLY WELDED. CLEAN & POLISH WELD PRIOR TO POWDERCOAT FINISH, COLOUR TO MATCH ROOFINGBOX GUTTERS: MIN. 400 WIDE x 165 DEEP, FULLY WELDED 0.55 BMT GRADE 316 STAINLESS STEEL

RF:01



Drawing title

Date created Scale

Project

Client


Notes




1 : 100 @ A1


SOMERSET PLAZA DETAIL DESIGN ELEVATIONS 1

TENDER- -27/04/17

16042 A301



SCALE 1 : 100A221

NORTH ELEVATION01

SCALE 1 : 100A221

EAST ELEVATION04


SCALE 1 : 100A221

WEST ELEVATION02

SCALE 1 : 100A221

SOUTH ELEVATION03

CH 260FFL 8252

RL 14252U/S SOFFIT

A2 A3

CH 260FFL 8252

RL 14252U/S SOFFIT

C4C5 C3

CH 260FFL 8252

RL 14252U/S SOFFIT

F1 F201

A601

CH 260FFL 8252

RL 14252U/S SOFFIT

B1 H3 H2



Drawing title

Date created Scale

Project

Client


Notes




1 : 100 @ A1


SOMERSET PLAZA DETAIL DESIGN SECTIONS 1

TENDER- -15/05/17

16042 A401



SCALE 1 : 100A221

SECTION - CANOPY01SCALE 1 : 100A221

SECTION - CANOPY02


SCALE 1 : 100A221

SECTION - CANOPY03SCALE 1 : 100A221

SECTION - CANOPY04

RL 14252U/S SOFFIT

E2

RL 14377U/S STEELWORK

RL 14742TOP PARAPET

4000 L X 300 H 4mm THICK VITRABOND FASCIA PANELS. TAPE FIX TO MAN. SPEC.

NOM. 25 X 25 X 1.1mm THICK GALV. ANGLE


STEEL PURLINS CLEATED TO OUTRIGGER, REFER ENGINEER

CLOSE ALL EDGES TO VITRABOND FASCIA PANELS (TYP.)

OUTRIGGER, REFER ENGINEER

4mm THICK VITRABOND PANELS. TAPE FIX ON VITRABOND BACKING STRIPS

NOM. 80 WIDE VITRABOND BACKING STRIPS

10mm JOINT WITH LOW MODULUS SILICONE SEALANT & BACKING ROD

PURLIN CLEATED TO TOP FLANGE OF 250UB, REFER ENGINEER

COLORBOND KLIPLOK ROOFING

GEBERIT PLUVIA ROOF DRAINAGE OUTLET

400 WIDE FULLY WELDED 0.55 BMT GRADE 316 STAINLESS STEEL BOX GUTTER

ADJUSTABLE BOX GUTTER SUPPORT BRACKETS

SPANDEK GUTTER SUPPORT

NOM. 60 DIA. PENETRATION FOR DN40 ROOF DRAINAGE PIPE

ROOF PURLINS AT NOM. 1200 MAX. CRS. REFER ENGINEER

SOFFIT PURLINS AT CRS. TO SUIT MAX. 24mm TOP HAT SPAN AS RECOMMENDED BY FAIRVIEW

GEBERIT PLUVIA SIPHONIC ROOF DRAINAGE SYSTEM

FOLDED COLORBOND FLASHING. WHERE CURVED, PROVIDE WELDED & POWDERCOATED ALUMUMINIUM OR

STAINLESS STEEL (TYP.)

15mm DRY JOINT TO SOFFIT CASSETTES (TYP.)

STEEL PURLIN CLEATED BETWEEN OUTRIGGERS. REFER ENGINEER

ROOF BEAM BEYOND. REFER ENGINEER

HOT DIP GALVANISED STEELWORK (TYP.). REFER ENGINEER

2400 L X 1170 W X 4mm THICK VITRABOND SOFFIT PANEL. CASSETTE FIX WITH VITRAFIX Z ANGLES TO MAN. SPEC.

15mm JOINT WITH LOW MODULUS SILICONE SEALANT & BACKING ROD TO PERIMETER OF SOFFIT (TYP.)

38 X 19 VITRAFIX ALUMINIUM STIFFNER LOCATIONS AS RECOMMENDED BY FAIRVIEW

NO.8 MIRROR FINISH POLISHED 316 STAINLESS STEEL COLUMN. REFER TO

COLUMN DETAIL ELEVATIONS

FOLDED COLORBOND FLASHING. WHERE CURVED, PROVIDE WELDED & POWDERCOATED ALUMINIUM OR STAINLESS STEEL (TYP.)

LOW MODULUS SILICONE SEALANT

600

110

RL 14552TOP FASCIA

10mm JOINT WITH LOW MODULUS SILICONE SEALANT TO TAPE FIX

PANELS (TYP.)


2429

CD:01

CD:02

CD:02

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RF:01

CL:01CL:01



Drawing title

Date created Scale

Project

Client


Notes




1 : 5 @ A1


SOMERSET PLAZA DETAIL DESIGN CONSTRUCTION DETAILS 1

TENDER- -24-04-17

16042 A601



SCALE 1 : 5

SECTION DETAIL - TYPICAL EAVES AT BOX GUTTER01

Documents

OPTION A - STEEL LOUVRE SOFFIT - Waratah-Wynyard Council€¦ · waratah-wynyard council somerset plaza detail design title sheet 01/05/17-- tender 16042 a001 wragg street, somerset,