MacHomeDocumentsJ2 Wellness & Interpretive Centre

Issue Date: 30.10.2020 REVISION D

Gwydir Shire Council

Wellness & Interpretive Centre

Project No: 1122

Address: Narrabri Road, Bingara, NSW

CONSTRUCTION

PROJECT CONTACTS: BUILDING DESIGN INTENT: Environmental Sustainability Design decisions and product selections have been undertaken using the following criteria: ENERGY:

CLEAN ENERGY SOURCE: Avoid gas, use electricity & solar power.

ENERGY EFFICIENCY: natural lighting, efficient lighting & power systems.

CLIMATE RESPONSIVE DESIGN: long sides of the building and glazing facing towards northern light for passive heating in winter, rammed earth and concrete for insulation and passive heating and cooling, Roof overhangs for shading in summer.

WATER:

WATER EFFICIENCY: Collection of rainwater for reuse, water efficient tapware and plumbing fittings.

MATERIALS & WASTE:

MINIMISE MATERIALS CONSUMED: Concrete floors, rammed earth walls, minimal tiling in wet areas.

MINIMISE SITE WASTE: Minimal onsite paint finishes, prefabricated lightweight timber trusses, minimal tiling.

DURABLE MATERIALS: Aluminium doors and windows, concrete and steel finishes.

Avoid PVC where possible AIR QUALITY:

LOW OR ZERO VOC: waterbased paint finishes, prefinished materials requiring no additional finishing,

Minimal onsite use of paint and sealants. ADAPTABILITY:

MULTIPLE USES: Buildings are flexible spaces that can be adapted to suit a multitude of uses to meet local needs.

ARCHITECT Skyring Architects Stephanie Skyring: 0401 867 983 [email protected]

ENGINEER Local Government Engineering Services Jacob Tan: 0487 592 001 [email protected]

ARCHITECTURAL DOCUMENT LIST

000 Cover Pages, Notes and Site Information

100

General Arrangement Drawings

200

Elevations and Sections

300

Architectural Details

400

Interior Fitout Drawings

500

Electrical, Internet & Audio Visual Drawings

600 Door & Window Drawings

700 Written Schedules

ASK THE ARCHITECT Before you change anything….please talk to the Architect. Every aspect of these documents has been painstakingly considered with respect to client brief, functionality, budget, environment, climate responsive design, buildability, regional site context and design. Changes may have ramifications across other parts of the design and lead to a disappointing outcome. I am always happy to proactively collaborate on changes to improve ease of construction & save money….. but it pays to talk first. Please call Stephanie Skyring on 0401 867 983 about any questions and I will resolve your query immediately.

NOTES APPROVALS BUILDING APPROVAL: No building work shall be commenced prior to Building Approval by a registered Certifier. FINAL CERTIFICATE: The Builder shall obtain the Final Certificate from the Certifier at the completion of the work. DRAWINGS AND DOCUMENTATION CONSULTANTS: Architect's drawings and documentation shall be read in conjunction with Engineers drawings and documentation. All structural information shall be taken from the Engineer's drawings and documentation. Any discrepancy between the Architect's and Engineer's drawings or documentation shall be confirmed with the Architect prior to any work being undertaken. DIMENSIONS: Do not scale off drawings - use figured dimensions only. Contractor shall verify all dimensions on site prior to construction. Any discrepancies or errors shall be referred to Architect and Client prior to installation / manufacture of any works. Confirm levels & RL's on site prior to commencement of work. DOCUMENTATION: The contractor shall carry out works in accordance with the signed drawings and schedules and anything reasonable inferred, and with the Conditions of Contract, and in accordance with the directions and to the satisfaction of the Architect, whose interpretation of the contract documents shall be final. The drawings and specifications/schedules shall be considered complementary, and any work and/or materials absent from one but present or implied in the other shall be furnished as if they were present in both. Any discrepancy between the drawings and the schedules shall be confirmed with the Architect prior to any work or manufacture being undertaken. CONSTRUCTION SPECIFICATION ALL WORKS shall be carried out in accordance with the Building Code of Australia, Australian Standards, Local Council requirements, Queensland Building Act guidelines and all other relevant bylaws and authorities. In particular refer Australian standards: · site preparation A.S. 3798 · concrete construction A.S. 2870 · timber construction and details A.S. 1684.2 · steelwork AS 4100, AS 1111 and A.S. 1112 . termite protection BCA and A.S. 3660.1 . artificial lighting & ventilation BCA parts 3.8.4/3.8.5 and A.S. 1680 . fire safety BCA part 3.7 . smoke alarms BCA part 3.7.2 and A.S. 3786 . glazing BCA part 3.6 and A.S. 1288 and A.S. 2047 EROSION CONTROLS: All building works to comply with local authorities' erosion and sediment control standards . SETOUT: Contractor to confirm exact siting and orientation prior to construction set out. All building set out and confirmation of setbacks and height to be carried out by a Licensed Surveyor. No footing or wall to encroach the title boundary. LICENSED TRADESPERSONS: All services to be installed by licensed tradespersons in accordance with local authority and with current manufacturers specifications. SITE DISCHARGE: All stormwater and sanitary plumbing to be connected to existing council system in accordance with the requirements of the relevant local authority. CONCEALMENT OF SERVICES: All services shall be concealed in walls or ducts. Where services are exposed they must be confirmed by the Architect on site prior to installation unless noted otherwise

GENERAL MATERIALS & EQUIPMENT SPECIFICATION PROPRIETARY ITEMS: Identification of a proprietary item does not necessarily imply exclusive preference for the item so identified, but indicates the necessary properties of the item. If alternatives are proposed, submit samples, available technical information, reasons for proposed substitutions and cost for proposed alternatives ALL PRODUCTS: To be installed to manufacturers’ requirements and to be in accordance with manufacturers requirements for suitable exposure levels. TERMITE PROTECTION: Termite protection by means of Termimesh S.S. mesh physical barrier in accordance with A.S. 3660.1/2000 and installed in strict accordance with current manufacturer's specifications. Provide steel capping plate fully welded and sealed at the base of steel posts to prevent termite ingress. STRUCTURAL STEEL: Unless noted otherwise all exposed structural steel, anchor bolts and other attachments shall be hot dip galvanised. A cold galvanised (painted) finish shall be applied to any field welding to existing or new steelwork. All steel work cast in concrete footings or slab shall have a bitumen finish applied to full extent of cast in concrete steel. Check all dimensions on site prior to fabrication of steelwork. RETAINING WALLS: All retaining walls to Structural Engineers details. Provide rubble backfill and agg drainage to all retaining walls. Builder to provide tanking where required. SLAB & FOOTINGS: All slabs and footings to structural engineer’s details. A polyethylene moisture barrier shall be lapped 200mm and fully taped under any habitable concrete slab and shall extend 100mm onto the perimeter footing. ARTICULATION JOINTS: Provide articulation joints to comply with "Cement and Concrete Association Construction Note TN9". WATERPROOFING: All wet areas and walls to be waterproofed in accordance with the BCA 3.8 & AS 3740. Builder to provide certificate of installation and compliance. ROOF DRAINAGE: All downpipes to be located as noted on the drawings and sizes as scheduled. Allow to connect to in-ground storm water drains with 90mmØ UPVC at 1:100 minimum grade. Allow for I.O.'s at each change of direction and at 6000mm centres. WATER LINES: All hot water lines shall be fully insulated. All domestic hot water to basins, showers and baths to have maximum temperature of 50°C. Allow to supply and install tempering valves where required, as nominated in the BCA and relevant standards. TILES: Expansion joints, walls: 5mm. Floors: 8mm. Fill both with silicone rubber. Grout for wall: Epoxy based mildew resistant. Grout for floors: prepared grout to be acid resistant. INTERNAL PAINTING: Unless noted otherwise use Resene approved 3 coat paint system - low sheen finish. Colours to be supplied by Architect during contract and applied as per manufacturer's recommendations and guidelines. SANITARY COMPARTMENTS: Provide removable hinges to doors of sanitary compartments to comply with BCA 3.8.3.3 and be readily removable from outside unless there is a clear space of at least 1200mm b/w closet pan within the sanitary compartment and the nearest part of the doorway. APPLIANCES & EQUIPMENT: Builder to co-ordinate all appliance and equipment locations on site and with joiner. Installation and final connection by the contractor. WEATHERSTRIPS: All external doors to contain weather stripping (type to be confirmed with Architect prior to manufacture) .

DRAWING LEGEND

FLOOR FINISHES CONC CONCRETE ELEVATIONS & SECTIONS TMB TIMBER BATTENS FG FIXED GLASS LV LOUVRES PB PLASTERBOARD CS CORRUGATED STEEL SHEETING FC FIBRE CEMENT SHEETING ROOF DP DOWNPIPE SP SPANDEK SHEETING EG EAVES GUTTER MRC METAL ROOF CAPPING MRF METAL ROOF FLASHING VP VENT PIPE APPLIANCES CTP COOKTOP DW DISHWASHER MO MICROWAVE OVEN R REFRIGERATOR RH RANGE HOOD WO WALL OVEN

GENERAL MATERIALS GALV GALVANISED HDWD HARDWOOD INS INSULATION RC REINFORCED CONCRETE RHS RECT. HOLLOW SECTION SHS SQUARE HOLLOW SECTION SS STAINLESS STEEL SC STEEL COLUMN NOTES AND DIMENSIONING COS CHECK ON SITE DAR DRESSED ALL FACES DIA DIAMETER DWG DRAWING E/S EACH SIDE EA EACH ELEV ELEVATION EQ EQUAL EX. EXISTING NTS NOT TO SCALE O/H OVERHANG REF REFERENCE TBA TO BE ADVISED U/S UNDERSIDE SETOUT & LEVELS EX EXISTING LEVEL FCL FINISHED CEILING LEVEL FFL FINISHED FLOOR LEVEL FGL FINISHED GROUND LEVEL PLUMBING FW FLOOR WASTE HC HOSE COCK HWU HOT WATER UNIT S SINK WC WATER CLOSET ORG OVERFLOW RELIEF GULLY RWT RAINWATER TANK

�

TITLE

CHECKED BYDRAWN BY

CLIENT

PROJECT NO.

© Skyring Architects. These designs, drawings & specifications are copyright and must not be used kept or copied by any means without written permission.

PLOT DATE:

SCALE @ A3 :

: :

DO NOT SCALE THE DRAWINGSThe builder shall confirm all dimensions and information on site and verify any errors or omissions with the architect. The Drawings shall not be used for construction purposes unless issued by the architect for construction.

DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

D

3D Drawings

AS


30/10/20

SS

1122

CD-A

Wellness & InterpretiveCentre

CONSTRUCTION

ISSUE DATE DESCRIPTIONA 01.04.19 TENDERB 09.05.19 TENDER REVISIONC 13.05.20 TIMBER FRAMED 30.10.2020 CONSTRUCTION

A B C D E

5

4

3

1

2

EQ EQ

SETOUT FROM CENTREOF OLIVE GROVE

1220

0

SE

TO

UT

INTERPRETIVE BUILDING

COMMON ROOM

OFFICE

TOILETS

SITE SETOUT

SETOUT SITE FROM CENTRELINEOF AVENUE THROUGH OLIVE GROVE(TO CREATE A VISTA ALONG GRID D)

GRID IS SETOUT TO TRUE NORTH

1:200

520

TITLE

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CLIENT

PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 200

D

Site Plan

AS


30/10/20

SS

1122

CD-A-010


CONSTRUCTION

1 : 200

Site Plan1


RL 98600

FFL

RL 101600Top of Glazing

5 4 3 12

3000

RL 98600

FFL


5431 2

3000

1:200

520

TITLE

CHECKED BYDRAWN BY

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PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 200

D

Site Elevations -East & West

AS


30/10/20

SS

1122

CD-A-011


CONSTRUCTION

1 : 200

Site Elevation - East1

1 : 200

Site Elevation - West2


A B D

3

1

2

AC

200

1

CD-C-300

1

CD-C-305

03

COMMON ROOMPolished Conc. floor

VERANDAHConc.

STOREPolished Conc. floor

VERANDAH POST SETOUT

STORE

OP

EN

ST

OR

EK

ITC

HE

N

KITCHEN

VERANDAH

VERANDAH

VE

RA

ND

AH

PO

ST

S

OUTLINE OF ROOF OVERSHOWN DASHED TO OUTER EDGE OF STRUCTURE

1

CD-C-304

02

1000 1000

4120

1200

2400

02

GLAZING UNIT

TV UNIT

200

HIGH LEVELGLAZING

HIGH LEVELGLAZING

LIN

E O

F C

EIL

ING

OV

ER

SH

OW

N D

AS

HE

D

01 03

FFL98600

1915 1915

04

FFL98600

GATE

12590

2060 4120

90 2090 6135 90

9023

1090

90 6755 6135 90 4275

200

9015

0

1810

CL

18001800

2100 DIATANK

REFER TO KITCHEN DETAILS

REFER TOTV UNIT DETAILS

1

CD-C-302

1

CD-C-303

4120

1CD-I-310

9018

5590

1910

9023

1090

2310

9023

1090

2310

90

90 4575 901100

3000

2CD-C-310

3CD-C-310

TANK PUMPEQUIP.

5080

SE

RV

ICE

DPDP

1

CD-C-301

REF

1CD-I-312 1

CD-C-310

2CD-I-310

9059

75

CO

MM

ON

RO

OM

EXTERIOR EDGE

EXTERIOR EDGE DP

3500 90 4575 90 2090

4950

715

NOTE:DIM TOEX. EDGES

890

DP

1:100

10 2

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PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Common Room -Floor Plan

AS


30/10/20

SS

1122

CD-C-100


CONSTRUCTION

1 : 100

Common Room - Floor Plan1


A B D

3

1

2

FFL98600

COMMON ROOMPolished Conc. floor

VERANDAHConc.

KITCHENPolished Conc. floor

STOREPolished Conc. floor

2060 4120

10500

VERANDAH SLAB

VE

RA

ND

AH

PO

ST

S

4120

1200

2400

203500 4755 2090

6845 6245 4255

200

45

5520

5710

5125

KIT

CH

EN

SLA

B

COMMON ROOM SLABCOMMON ROOM SLAB VERANDAH

VERANDAH POSTS

STORE SLAB

2355

200

2400

CO

MM

ON

RO

OM

SLA

B

20

FALL

GLAZING NOTE:

1. CONFIRM SETDOWNS WITH GLAZING SUPPLIER PRIOR TO SLAB SETOUT.2. REFER TO ENGINEERS DRAWINGS FOR STRUCTURAL INFORMATION.3. CONFIRM ANY SETOUT AMBIGUITIES WITH ARCHITECT PRIOR TO CONSTRUCTION.

FALL

200

VE

RA

ND

AH

SLA

B

6020

2100

20

20

100

20

BRING THE FOLLOWINGSERVICES UNDER FLOOR:• MAINS POWER TO METER BOX• CAT 6 CABLE• SECURITY SYSTEM CABLE

4755 8335 4255

KITCHEN COMMON ROOM SLAB VERANDAH SLAB

200

ALLOW DOOR SETDOWNLOW PROFILE SILLFOR DISABLED ACCESS

CONC.

7590

2465

8120

SW

DP

DPDPDP

1:100

10 2

TITLE

CHECKED BYDRAWN BY

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PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Common Room -Slab Plan

AS


30/10/20

SS

1122

CD-C-101


CONSTRUCTION

1 : 100

Common Room - Slab Plan1

ISSUE DATE DESCRIPTIONA 01.04.19 TENDERB 09.05.19 TENDER REVISIOND 30.10.2020 CONSTRUCTION

B D

1

2

HEKA HOOD

HE

KA

HO

OD

1500

1500

CH 3200 APPROX

600 x 600 CEILING GRIDWITH 3D ACOUSTIC CEILING TILES (24no.)

RID

GE

PLA

ST

ER

BO

AR

DB

ULK

HE

AD

3000

HT

RAKING CEILINGPLASTERBOARD

RECESSED PLASTERBOARD CEILINGAROUND CEILING GRID (PAINT BLACK)

BLACK A/C CEILING VENTSLOCATED IN BLACKRECESSED PB CEILING(INDCATIVE LOCATIONS)

BLACK A/C RETURNAIR VENT

RAKING CEILINGPLASTERBOARD

3000

EXPOSED ROOF STRUCTURETO UPPER EAVES

PREFINISHED PLYWOOD VERANDAH CEILING.RANDOM JOINTS.APPLY FINISH TO ALL ENDS PRIOR TO INSTALLATION

PLYWOODLINED SOFFIT

SQUARE SET CEILING / WALL JUNCTION (NO CORNICE)

P

600

1080

ACBULKHEAD

DP

DPDP

DP

RANGE HOODEXHAUST

NOTE:

1. AIRCONDITIONING VENT LOCATIONS INDICATIVE.AIRCONDITIONING CONTRACTOR TO CONFIRMLOCATIONS WITH ARCHITECT ON SITE.

2. LIGHTS & A/C VENTS ON RECESSED CEILINGTO BE BLACK TO MATCH CEILING.

DP

1:100

10 2

TITLE

CHECKED BYDRAWN BY

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PROJECT NO.


PLOT DATE:

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DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Common Room -Reflected Ceiling Plan

AS


30/10/20

SS

1122

CD-C-102


CONSTRUCTION

1 : 100

Common Room - Reflected Ceiling Plan1


B D

1

2

FALL FALLFALL FALL

FALL

1

CD-C-300

1

CD-C-305

1

CD-C-305

EXTEND PFC & EAVES GUTTERREFER TO DETAIL

EAVES GUTTER

RANGE HOODVENT PIPE &FLASHING

O/H

1

CD-C-304

1

CD-C-304

1500

150012

00

600

600

90

O/H

O/H

600

O/H

O/H

1000

O/H

TV AERIALCONFIRM BEST FIXING LOCATION ON SITE

LOCATION OF TIMBERFRAME WALL UNDER ROOFSHOWN DASHED.

ROOF OVERHANG NOTES:

1. TAPER ALL EAVES GUTTER ENDSREFER TO DETAILS.

2. REFER TO DETAILS FOR PFC O/H LENGTHS.

90

90

1200

1

CD-C-302

1

CD-C-303

1

CD-C-303

EAVES GUTTER DP

----

EA

VE

S G

UT

TE

R

EAVES GUTTER

EAVES GUTTER

EA

VE

S G

UT

TE

R

DP

DP

DP

1200

----

----

----

----

600

RID

GE

CA

PP

ING

VA

LLE

Y F

LAS

HIN

G

CLO/H

CL

CL

CL

CL

CL

3CD-C-306

2CD-C-306

4CD-C-306

1CD-C-306

1CD-C-312

DP

7°27° 10°

5°

8°

FA

CE

FA

LL 7

°

ALIGN ROOFSHEETING WITHANGLE OF GABLE

1:100

10 2

TITLE

CHECKED BYDRAWN BY

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PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Common Room -Roof Plan

AS


30/10/20

SS

1122

CD-C-103


CONSTRUCTION

1 : 100

Common Room - Roof Plan1


RL98600

FFL

RL101600Top of Glazing

3 12

FG

FG

LIGHT

1800

CS

LIG

HT

S

CL

DPDP

1CD-C-306

2CD-C-306

TAPER END TOEAVES GUTTER

VERTICAL CORRUGATED SHEETINGTO BASE OF MAIN BUILDING

PAINTED TIMBER POSTSREFER TO DETAIL

45° DOWN PIPEANGLE

ALIGN ROOF SHEETINGWITH ANGLED GABLETO MAINTAIN WIDTH OF EDGE FLASHING

ENSURE RIDGE & EAVESLINE PARALLEL7°FALL

RL 98600

FFL

RL 101600

Top of Glazing

31 2

FG

HEKA HOODWALL CLADDING TO CONCEALHOOD FIXING PLATEREFER TO DETAIL

CS

45° DOWN PIPEANGLE

TIMBER FEATURE SCREENREFER TO DETAIL

NOTE:

1. TAPER ALL EAVES GUTTER ENDSREFER TO DETAIL


ALIGN ROOF SHEETINGWITH ANGLED GABLETO MAINTAIN WIDTH OF EDGE FLASHINGENSURE RIDGE & EAVES

LINE PARALLEL

7°FALL

1:100

10 2

TITLE

CHECKED BYDRAWN BY

CLIENT

PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Common Room -Elevations East &West

AS


30/10/20

SS

1122

CD-C-200


CONSTRUCTION

1 : 100

Common Room - East Elevation1

1 : 100

Common Room - West Elevation2


RL 98600

FFL


B D

1800

CL

TAPER &EXTEND PFC & EAVES GUTTERREFER TO DETAIL

CS

FGFG FG FG

LIGHT

DP

GATE

LIG

HT

S

4CD-C-306

1CD-C-311

DP

NOTE:


LIGHT

EXPOSED STRUCTURE TOUPPER ROOF EAVES

UNDERSIDE OF STRUCTURAL TIMBER FASCIATO ALIGN ON ALL SIDES OF ROOF

RL 98600FFL

RL 101600

Top of Glazing

BD

3000

CS

FLAT BLACK POWDERCOATEDMETAL COVER OVER STRUCTUREBETWEEN GLAZING UNITSSO THEY READ AS ONE.(INTERIOR & EXTERIOR)

CS

FG

HEKA HOODWALL CLADDING TO CONCEALHOOD FIXING PLATEREFER TO DETAIL RANGEHOOD VENT PIPE

FG FG

SIL

L60

024

00

FG

DPDPDP

45° DOWN PIPEANGLE

3CD-C-306


DP

1:100

10 2

TITLE

CHECKED BYDRAWN BY

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PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Common Room -Elevations North &South

AS


30/10/20

SS

1122

CD-C-201


CONSTRUCTION

1 : 100

Common Room - South Elevation2

1 : 100

Common Room - North Elevation1


(39.3m2)TECH ROOM

Polished Conc. floor

OFFICEPolished Conc. floor

M / WCConc.

AC

AC

RWT2500 Ø

AM

BU

LAN

T

UR

INA

L

RWT2500 Ø

CL

AM

BU

LAN

T11

10

13

14

(90m2)INTERPRETIVE SPACE

Polished Conc. floor

ACCESSWC

Conc.

F / WCConc.

ACAC

A B C D E

5

4

3CL

200

CL

CL

FG

FFL98600

SOUTH VERANDAHConc.

FW

FW

FW

FALL

FALL

20 20

2020

OFFICE

OF

FIC

EF

/ W

CM

/ W

C

UN

I AC

CE

SS

WC

820

820

820

920

20FFL98600

CL.STConc.

NORTH VERANDAHConc.

OP

ER

AB

LE W

ALL

45 45 4190 45

GLAZING GLAZING

FW

FFL98500

SERVICESConc.

FALL

SP

OO

N D

RA

IN

SE

RV

ICE

S

915 915 915

915 915915

FG

12

16

20

17

1

CD-I-307

1

CD-I-306

1

CD-I-304

1

CD-I-304

1

CD-I-303

1

CD-I-303

1

CD-I-301

1

CD-I-301

1

CD-I-300

1

CD-I-300

OUTLINE OF ROOF OVERSHOWN DASHEDTO OUTER EDGE OF STRUCTURAL PFC

10 12

13

1415

11

TANK PUMPEQUIP.

FIXED GLASSCORNER(NO MULLION)

FIXED GLASSCORNER(NO MULLION)

LINE OF CEILING OVERLINE OF CEILING OVER

3002400

3002400

1000 1000LAWN

LANDSCAPE BENCH SEATREFER TO JMLA LANDSCAPE DRAWINGS

10000

SEAT

235

DP

1

CD-I-302

HIGH LEVELGLAZING

TECH C'BD 1REFER TO DETAIL

TECH C'BD 2 - COMMSREFER TO DETAIL

1CD-I-309

1555

CL

CL45

GA

TE

9039

6090

3960

9030

6090

3210

90

9027

5090

2330

9027

5090

2205 90 19110 90

980

950

15

90 19110 90

9071

1090

FG

FG

3000

3000

3000

3000 1500

1

CD-I-305

1

CD-I-305

AW

NIN

GA

WN

ING

9011

6511

6590

1000

115

AW

NIN

GGLAZING

RWT2500 Ø GLAZING

GLAZING

90 8005 11105 90

410

1775

9017

7541

0

GLA

ZIN

G

GLAZING

INTERP SPACETECH ROOM

90 1800 90 2300 90

90 4190 90

OP

EN

12003600

1200

1810

GLA

ZIN

G

1915 1915

90 910 2915 3830

90 910 2915 3830

140

140

140

610

FG

600 2410

FG

410 49590

CONFIRM TANKLOCATIONON SITE TO SITUNDER DP'S

REFER TOWET AREADRAWINGSFOR SETOUT

350

120

1515

2CD-I-312

3CD-I-312

----

SPOON DRAIN

SPOON DRAIN

Conc.

CLCL

2205 2205

I BEAM INCEILINGFOROPERABLEWALL

UC UC

8989

1030

PO

ST

1200

2CD-I-311

1:100

10 2

TITLE

CHECKED BYDRAWN BY

CLIENT

PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Interp Building -Floor Plan

AS


30/10/20

SS

1122

CD-I-100


CONSTRUCTION

1 : 100

Interp Building - Floor Plan1


A B C D E

5

4

3

INTERP BUILDINGPolished Conc. floor

OFFICEPolished Conc. floor

200

CL

CL

FFL98600

VERANDAHConc. Broom finish

SERVICESConc. Broom finish

FALL

FALL

20 20

2020

FALL

20

FFL98600

FFL98500

1195

FALL

3300

4120 4120

C LC L

4050

ST

RU

CT

UR

AL

PO

ST

S

WC

UW

SW

SW

WC

WC

WC

SW

SW

FFL98600

Conc. Broom finish

2500ØCONC.TANKRING

FFL 98500

FFL 98500

FFL 98500

200

10000

10001000

3125

VE

RA

ND

AH

MAINS POWER FOR METER BOXTO RUN UNDER FLOOR TO METER BOX

4120 2060 2060 200

C L45

10300 2260

1270

45

VERANDAH SLAB

3255

VE

RA

ND

AH

OFFICE

VERANDAH POSTS

VERANDAH SLAB

VERANDAH POSTS

200

P

BRING POWER INTO MAIN BUILDINGFROM SWITCHBOARD UNDER FLOOR TO C'BD

VERANDAHConc. Broom finish

1125

033

90

3040

8210

OF

FIC

E

SE

RV

ICE

SW

ET

AR

EA

S

100

255

5600

2400

2400

300

300

100

BRING POWER& CAT 6 CABLETO C'BD

P

WET AREAS

7290

2045

4370 2205

4370

19290

10300 2260

350

2500ØCONC.TANKRING

2500ØCONC.TANKRING

350

120

1515

TA

NK

45

FW

FW

FW

FW

SINK WASTEIN WALLCAVITY

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALLFALL

FALLFALLFA

LL

FALL

SP

OO

N D

RA

IN

SPOON DRAIN

SPOON DRAIN

UC UC

CL2205

CL2205

1:100

10 2

TITLE

CHECKED BYDRAWN BY

CLIENT

PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Interp Building -Slab Plan

AS


30/10/20

SS

1122

CD-I-101


CONSTRUCTION

1 : 100

Interp Building - Slab Plan1


A B C D E

5

4

3

OP

ER

AB

LE W

ALL

TR

AC

KEXPOSED

ROOFSTRUCTURE

PLYWOODLINED SOFFIT

LINEDCEILING

900

900

C LC L

EXPOSED RAFTERS

CLEAR ROOFSHEETINGOVER

1155

4800

1155

1155

4800

1155

2060

1555

1800

9090

90

APPROX CH 3200CH 3000 APPROX CH 3200

RA

KIN

G C

EIL

ING

90mm RECESSFOR STRIPLIGHTING

SUSPENDED CEILING600x600 CEILING GRID WITH 3D ACOUSTIC CEILING TILES (80no.)

100x100 ROLLER BLIND RECESS

100x100 ROLLER BLIND RECESS

RECESSED PLASTERBOARD CEILINGAROUND CEILING GRID (PAINT BLACK)SQUARE SET CEILING / WALL JUNCTIONS (NO CORNICE)

BLACK PAINT FINISH

SUSPENDED CEILING3D ACOUSTIC CEILING TILES (40no.)

900

900

C LC L

LINEDCEILING

LINEDCEILING

LINEDCEILING

NOTES:

1. REFER TO ELECTRICAL PLAN FOR LIGHTING2. AIR CONDITIONING VENT LOCATIONS INDICATIVE.

AIR CONDITIONING CONTRACTOR TO CONFIRM LOCATIONS.3. A / C VENTS ON RECESSED CEILING TO BE BLACK TO MATCH CEILING.

PB

PBBULKHEAD

PBBULKHEAD

PB

PLYWOODLINED

CEILING

PBRAKINGCEILING

PREFINISHED PLYWOOD VERANDAH CEILINGRANDOM JOINTS.APPLY FINISH TO ALL CUT ENDSPRIOR TO INSTALLATION.

CEILING ACCESS HATCH

CEILING ACCESS HATCH

CE

ILIN

G G

RID CE

ILIN

G G

RID

9090

DP

DP

DP

DP

1:100

10 2

TITLE

CHECKED BYDRAWN BY

CLIENT

PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Interp Building -Reflected Ceiling Plan

AS


30/10/20

SS

1122

CD-I-102


CONSTRUCTION

1 : 100

Interp Building - Reflected Ceiling Plan1


A B C D E

5

4

3

DP

FALL

FALL

EXTEND GUTTERS & CUT ENDAT 30° ANGLEREFER TO DETAIL

FALL

CLEAR SHEETING

FALL

1

CD-I-307

1

CD-I-306

1

CD-I-304

1

CD-I-304

1

CD-I-303

1

CD-I-303

1

CD-I-301

1

CD-I-301

1

CD-I-300

1

CD-I-300

1200

1500

1500

DP

1200

1200

1500

1000

900

900

EAVES GUTTER

EA

VE

S G

UT

TE

R

EAVES GUTTER

SE

TO

UT

RO

OF

HE

IGH

TF

RO

M R

OO

F B

EA

M U

ND

ER

90

90

90

90

90

90

ROOF OVERHANG NOTES:

1. ROOF OVERHANGS TO INTERP BUILDING SETOUT FROM GRID LINES / WALL CENTRELINES.2. OVERHANGS ARE DIMENSIONED TO OUTERMOST POINT OF TIMBER ROOF FRAME

(EXCLUDES PFC FASCIA)3. TAPER ALL EAVES GUTTER ENDS.

TV AERIALCONFIRM BEST FIXING LOCATION ON SITE

1

CD-I-302

1

CD-I-302

----

FALL

1

CD-I-305

1

CD-I-305

ROOFEDGE CAPPING

ROOF EDGE CAPPING

DP

----

1000

PF

C O

/H

EA

VE

S G

UT

TE

R

TAPER END OFALL GUTTERS

DOWN PIPE POPDROPS WATERTO GROUND

250 ROOF SHEET O/H 250 ROOF SHEET & BATTEN O/H

1CD-I-313

4CD-I-313

2CD-I-313

3CD-I-313

2CD-I-312

3CD-I-312

6°

5°

8°

6° 6°

ROOF SECTIONFALLS MORESTEEPLY THANMAIN ROOF

1:100

10 2

TITLE

CHECKED BYDRAWN BY

CLIENT

PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Interp Building -Roof Plan

AS


30/10/20

SS

1122

CD-I-103


CONSTRUCTION

1 : 100

Interp Building - Roof Plan1


RL 98600

FFL

RL 101600

Top of Glazing

5 4 3

3000

CS

FG

DP

FLAT BLACK POWDERCOATEDMETAL COVER OVER STRUCTUREBETWEEN GLAZING UNITSSO THEY READ AS ONE(INSIDE & OUTSIDE)

DP

GLASS CORNERTO GLAZING

DOWNPIPE POP DROPSWATER TO GROUND.(CONC. & ROCKS UNDERTO PREVENT EROSION.REFER TO LANDSCAPING DWGS).


----

1CD-I-313

RL 98600FFL

RL 101600

Top of Glazing

543

FG CS

DP

SIL

L

SIL

L

DP


TV AERIAL

PAINTED TIMBER BATTEN SCREEN

1500

900

1800

300 SIL

L

1800

300

EXPOSED STRUCTURETO UPPER ROOF

NOTE:


----2

CD-I-313

1:100

10 2

TITLE

CHECKED BYDRAWN BY

CLIENT

PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Interp Building -Elevations E & W

AS


30/10/20

SS

1122

CD-I-200


CONSTRUCTION

1 : 100

Interp Building - East Elevation1

1 : 100

Interp Building - West Elevation2


RL 98600

FFL


ABCDE

FG

FG FG

FG FG

FG FG

FGCS

CS

CS900

SIL

L

LIGHT

1800

LIG

HT

SLIGHTLIGHT

1CD-I-308 FLAT BLACK POWDERCOATED

METAL COVER OVER STRUCTUREBETWEEN GLAZING UNITSSO THEY READ AS ONE(INSIDE & OUTSIDE)

CS


ALI

GN

GLA

ZIN

G

ALI

GN

GLA

ZIN

GGLASS CORNERTO GLAZING

----


TANK ON TANK RING

EXPOSED STRUCTURE TOUPPER ROOF STRUCTURE

UNDERSIDE OF STRUCTURALFASCIAS TO ALIGN ON ALLSIDES OF ROOF

3CD-I-313

RL 98600

FFL

RL 101600

Top of Glazing

A B C D E

FG

FG FG FG FG

FG

CS

1800

LIGHT LIGHT

DP

DP

LIG

HT

S

CS CS

----

NOTE:


LIGHT

TANKS ONTANK RINGS

4CD-I-313

1:100

10 2

TITLE

CHECKED BYDRAWN BY

CLIENT

PROJECT NO.


PLOT DATE:

SCALE @ A3 :

: :


DWG NO. ISSUE

PROJECT NAME

APPROX

ISSUE

1 : 100

D

Interp Building -Elevations N & S

AS


30/10/20

SS

1122

CD-I-201


CONSTRUCTION

1 : 100

Interp Building - North Elevation1

1 : 100

Interp Building - South Elevation2
