Botany 206 ?? Client Full Name€¦ · 530 70 70 2,800 230 230 3,970 900 1,100 600 70 940 70 1,790...

# DIMENSIONS TO BE READ IN PREFERENCE TO SCALING

CALL CONTENT COPYRIGHTED:-This design and/or print is the property of G. Bulland is protected by the Commonwealth CopyrightAct 1968. It must not be used or reproduced inwhole or in part without written permission. Anyattempt to copy, use or reproduce the same, inwhole or in part, will result in legal proceedings.

"Building a Shared Vision"

ADDRESS: P.O. BOX 600PARADISE POINT, 4216

www.gdevelopments.com.au

ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L

?? Street?? Suburb, QLD 4???"2018 Design Range"

DATE:

Cover sheet

01

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:

NOTES:CLIENT'S SIGNITURE: DATE:

405???

Botany 206 ?? Client Full Name

ADD.MM.YYTraditional Facade

Garage to LH Lot ??? ??

??

12

11

10

09

08

07

06

05

04

03

02

01

Bracing Details

Tiedown Details

Bracing Plan

Section AA

Electrical Plan

Slab Plan

Internal Elevations

Elevations

Elevations

Floor Plan

Site Plan

Cover sheet

REV DATE AMENDMENTS BYA 00.00.17 PRE-CONSTRUCTION COPY ??

SHEET DESCRIPTION

NOTES:IMAGES ARE DIAGRAMATIC ONLYREFER TO ELEVATIONS FOR DETAILS

Coastal FacadeGarage to LH






ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Site Plan

1:200

02

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

AREA:

CONTOUR AND DETAIL SURVEYTHIS SURVEY MAPS THE SITE FEATURES AND

OF PEGS, ALLOTMENT BOUNDARIES OR FENCES.LEVEL, IT DOES NOT GUARANTEE THE POSITION

UBD REF:

GAS

ROOFWATER

SEWER

TELECOMWATERU/G POWERO/H POWER

SERVICES

MOUNTABLE KERBNON-MOUNT KERBREF RL.DATUM

WATER VALVEFIRE HYDRANTS/WATER PITO/H LIGHT

LEGEND

STORMWATER

CHECK TITLE FOR ANY EASEMENTS.

SITE:

COUNTY:PARISH:

LOCAL AUTH:

YES (NOT CONN)

NO

YES (NO METER)YES (NOT CONN)NOT FOUND

YES

FRONT/PIT

FRONT/PIT

GC16 B9

21.47AHD (VIA PSM #172715)

462m²

RIVERSTONE CROSSING

LOT 608 ON DISCLOSURE

WARDCEDAR

UPPER COOMERA

GOLD COAST C.C.

D=Trunk DiameterR=Radius (Spread)H=Tree Height

TREE LEGEND

D

R

H

from the records of relevant

underground services.location of further

Services shown hereon havebeen located where possibleby field survey.If not able to be located,services have been plotted

authorities where available.

construction on the site, therelevant authority should becontacted for possible

Prior to any excavation or

contacted for possible minimumfloor level requirements andflood information.

relevant authority should bePrior to any construction thehereon are related to AHD.Levels & Contours shown

NO GRASSCLAY LOAM

MB

N

GHW

DP

DP

DPDP

DP

DP

DP

0.123m AHD0.000m AHD

250mm250mm

SLAB R.L:-PAD R.L:-

SITEWORKSCUT:-FILL:-

SITEWORKS / NOTESCUT BATTER:- 1:3FILL BATTER:- 1:3

ENGINEERS WINDCLASSIFICATION: N2

TENDER SUBJECT TO FULLCOVENANT APPROVAL BY

CLIENT PRIOR TO COUNCILLODGEMENT

TENDER SUBJECT TO LOCALSHIRE COUNCIL ENERGY

EFFICIENCY REQUIREMENTS

BUILDING PLATFORM HEIGHTSHOWN IS APPROX. ONLY &MAY VARY ON SITE DUE TOSITE CONDITIONS.

G DEVELOPMENTSTAKES NO

RESPONSIBILITYFOR DAMAGE TO

EXISTING ACCESSWAY, RETAINING

WALLS OR FENCES

NO HEAVY COMPACTIONOVER SERVICES

- YARD GULLY

PROPOSEDRESIDENCE

COMMUNICATIONS PRE-WIRED

BEST PRACTICE PROCEDURES FOR EROSION & SEDIMENTCONTROL AS OUTLINED BY G.C.C.C. REGULATIONS TO BEADHERED TO

G DEVELOPMENTS TURN KEY PACKAGE???m² - EXPOSED AGGREGATE CONCRETE TODRIVEWAY, PATH TO FRONT DOOR, ALFRESCO ANDCLOTHESLINE PAD

NATURAL GAS AVAILABLE ON SITE. PROVIDE METER BOX FORGAS METER. LOCATING GAS MAIN CONNECTION POINT ANDCONNECTION FROM GAS MAIN TO HOUSE BY G DEVELOPMENTS

FENCE LEGEND 1800 HIGH TIMBER FENCE -

LENGTH OF TIMBER FENCE

TOTAL LENGTH OF FENCE = ???m

FENCE (m)

SITE COVER: ???%

SITE AREA: ???m²

RE

PL

AC

E -

SA

MP

LE

ON

LY

LOCATION OF YARD GULLIES AREINDICATIVEONLY & MAY BE MOVED

AT THE DISCRETION OF THE BUILDERON SITE TO SUIT THE SITE CONDTIONS







ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Floor Plan

1:100

03

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

Floor AreasLivingGarageAlfrescoPorch

150.4037.2215.005.40

208.02 m2

880

hamp

er

1100

hamp

er

21 -

21as

dVS

D 18

VSD

1282

082

0

820VSD 18

720

720

820

VSD 18

VSD

12

820

720720

820

09 - 06asw12 - 18asw

820

09 - 06asw

09 - 06asw 18 - 24asw 18 - 09asw 18 - 18asw18 - 09asw

12 -

18as

w12

- 18

asw

1,800

- 45

0aw

(3)

21 -

48 P

anel-

Lift D

oor

820

WM

REF.

DW

PTY

MB TAP

TAP

MH

GHW

DP

DP

DPDP

DP

DP

DP

21

43

S/A

S/A

230

4,870

701,0

307053

070

2,800

230

230

3,970

900

1,100

60070

940

701,7

90W

C23

0

230

3,700

701,2

0070

2,540

701,7

70BA

TH25

0

350

3,420

230

2,800

702,8

0023

0

3,770

6,130

1,200

11,10

0

11,10

0

70 1,680 70 3,000 70 900 70 2,700 70 530 70 3,000 230

230 3,300 70 1,980 90 3,850 70 7,340 230 2,720 350

17,160 3,070

9,590 1,890 2,950 1,500 70 930 70

7053070 1,080 70 1,820 70 4,450 70 930 70 3,000 230

4,160

6,940

230

1,800

701,3

3070

430

701,1

0070

5,700

230

230

4,870

701,6

3070

1,300

702,8

60

830 1,810 710 610 2,150 610 4,070

3,720 610 2,030 2,410 1,310 910 950 910 1,550 1,810 950

230

3,700

230

1,650

4,800

490

720

710

230 3,300 70 2,000 70 3,850 70

6,460 12,230

230 6,000 230

21,0702,380

350 2,030

3,070

470

1,700

470

5,390

21,070

840

840

840

BEAM

& B

/HEA

D OV

ERCE

ILING

TO

U/SI

DE O

F TR

USSE

S35

0x35

0 BRI

CK P

IER

2130 X 890 OATIMBER FRAME

WALL MOUNTEDGAS HWU

2130 X 890 OATIMBER FRAME

APPROX.LOCATIONOF CLOTHES LINE

POSITION OF LPGBOTTLES (BY OWNER)

450mm OVERHANGSFROM FACE OF BRICKWORK

PROVIDE WATERCONNECTION POINTFOR D/W

1500

Bath

ENTRYTILED

PORCH

ENS.

BED 4CARPET

BED 2CARPET

ALFRESCOTILED

WCBATHL'DRY

DININGTILED

DOUBLE GARAGECONC.

LIVINGCARPET

ROBE

LINEN

BED 1CARPET

900

900TU

B

KITCHEN

OHC

UBO, C/TOP & R/HOOD

OHC

MW

900

900

W.I.R

BED 3CARPET

FAMILYTILED

SD

SD

ROBE

ROBE

LINEN

A/C OUTLET

A/C

75mmSTEP

DOWN

LOADBEARING WALL

LOAD

BEAR

ING

WAL

L

SD

SD

SDSD

NOTE:ALL WINDOWS &

EXTERNAL DOORS TO BECENTERD IN WALL/ROOM

UNLESS DIMENSIONEDOTHERWISE

N2 WIND CATERGORY

NOTE:PROVIDE 300mm DEEP

BULKHEAD OVER ALL HAMPERS

NOTE:PROVIDE 1 SHELF & HANGING

RAIL TO ALL ROBES AND 4SHELVES (equally spaced)

FOR ALL LINEN CUPBOARDS

NOTE:450mm EAVE UNO

PROVIDE FULL HT. MASONRYARTICULATION AS PER ENGINEERS

SOILTEST REPORT

NOTE:PROVIDE SECURITY SCREENSTO ALL OPENABLE WINDOWS &

SLIDING GLASS DOORS







ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Elevations

1:100

04

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

2,440

2,170

SELECTED FACEBRICKWORK

MODWOOD INFILL

HARDIES NEWPORT PRIMELINESELECTED CONCRETE TILEROOF AT 22.5° PITCH

OVER

-PLA

TES

JOIN

ERY

HT

ELEVATION 1

SLAB 0.123PAD 0.000

2,440

2,170

2,400

1,000

SELECTED ALUMINIUMWINDOWS LPG EXCLUSION ZONESWING DOOR WITH

GLAZED PANEL


WALL MOUNTED GAS HWU

MODWOOD INFILL

OVER

PLA

TES

JOIN

ERY

HT

FLR

- CEI

LING

ELEVATION 2

MB

SLAB 0.123PAD 0.000

GMLPG bottlesES

EARTH SPIKE 1000mm MINIMUMFROM GAS METER


SOILTEST REPORT

ENTRY DOOR NOTE:ENTRY DOOR STYLE SHOWN IS INDICATIVE ONLY.REFER TO THE CONTRACT FOR FURTHER DETAILS

N2 WIND CATERGORY

NOTE:PROVIDE SECURITY SCREENSTO ALL OPENABLE WINDOWS

& SLIDING GLASS DOORS

NOTE:450mm EAVE UNO







ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Elevations

1:100

05

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

2,440

2,400

2,170

SELECTEDALUMINIUM WINDOWS

A/C MOTOR(APPROX. POSITION)


OVER

PLA

TES

JOIN

ERY

HT

FLR

- CEI

LING

ELEVATION 4

SLAB 0.123PAD 0.000

2,440

2,170


OVER

PLA

TES

JOIN

ERY

HT

ELEVATION 3

SLAB 0.123PAD 0.000


SOILTEST REPORT

N2 WIND CATERGORY

NOTE:PROVIDE SECURITY SCREENSTO ALL OPENABLE WINDOWS

& SLIDING GLASS DOORS

NOTE:450mm EAVE UNO







ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Internal Elevations

1:50, 1:100

06

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

1,140

700

900

SHOWER ON RAIL

OUTL

ETMI

XERMIXER TAP

650

200 250

2,950

600 int

390 i

nt

1 DRAWER

PROVIDE WATERCONNECTION POINT TODISHWASHER

SET OF DRAWERS

???BENCHTOPS TO KITCHEN

MWSPACEDW

SPACE

6001,100900

1,075 CLEAR

1,850

300

KIT

CHEN

DET

AILS

REF.SPACE

PANTRY

UBO

RANGEHOOD

COOKTOP

700 C

T

700

R/HOLDER940 CT

DOUBLET/RAIL

1,000

CT

900 150 750

860

TOP

VANI

TY

ENS

UITE

DET

AILS

MIRROR

1,300 CT

700MIXER

DOUBLET/RAIL

1,000

CT

BATH MIXER

BATH 750

MIXE

R

700 C

T

860

TOP

VANI

TY

BATH

BATH SPOUT900 750

BAT

H DE

TAIL

S

MIRROR

BATH

1,140

700

900

SHOWER ON RAIL

MIXE

ROU

TLET

MIXER TAP

200 250

650

400

MIXER

TAPS

LAU

NDRY

DET

AILS

700 CT

WC

DETA

ILS

700 C

T

R/HOLDER

NOTE: ALL DIMENSIONS ARE FROMFLOOR LEVEL AND DO NOT INCLUDE

BEDDING OR FLOOR TILES.

LIFT OFF HINGES TO COMPLY WITHBCA 3.8.3.3

CLEAR LAMINATED GLASS SHOWERSCREENS WITH POWDERCOATEDALUMINIUM FRAMES TO SHOWERS

ALL MIRRORS AT 900mm HIGH







ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Slab Plan

1:100

07

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

5,100

340

4,160

6,940

2,720 350

17,160 3,070

3,770

6,130

1,200

350

3,420

22,522 DIAGONAL11,10

0

900 5,700

900

250

4,680 900

1,130

900

4,790

7,270

11,10

0

1,650

4,800

490

6,460 12,230

3,070

470

1,700

470

2,380

350 2,030

21,070

21,070

840

160mm REBATE FROM EDGEOF SLAB

TYPICAL EDGE BEAM DETAILREFER TO ENGINEERS DETAILS

15mmx420mm (APPROX.)STEPDOWN FROM TOP OF SLABAS PER ENGINEERS DETAILS

SHOWER LOCATION

SHOWER LOCATION

STRIP FOOTINGS TOENGINEERS DETAILS

APPROX CENTER OF SINK.CONDUIT REQUIRED FORSERVICES TO ISLANDBENCH

LOAD BEARING WALLS

STRIP FOOTINGS TOENGINEERS DETAILS

MAIN SLAB RL: 0.123


SOILTEST REPORT

NOTE:REFER TO ENGINEERS DESIGNFOR FOOTING & SLAB DETAILS

NOTE:PROVIDE TERMITE BARRIER ASPER A.S. 3660.1-2000







ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Electrical Plan

1:100

08

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

880

hamp

er

1100

hamp

er

WM

REF.

DW

PTY

MB TAP

TAP

MH

CF

GHW

DP

DP

DPDP

DP

DP

DP

FORPSU

ON CEILING FORAUTO GARAGE DOOR

RH

MW

REF

WM

W/PROOF S/GPOFOR GHW

ISOLATOR SWITCHFOR A/C MOTOR

DW

1500

Bath

NTDPSU

PCD

ALFRESCOBED 1

DOUBLEGARAGE

ENTRY

w.i.r.

ENS.

L'DRY

PORCH

KITCHEN

BED 3

BED 4

BED 2 BATHW.C.

2 WAY

DININGFAMILYLIVING

2 WAY

PHONE POINT

TV POINTCEILING EXHAUST FAN

2

- LIGHT SWITCHES AT 1350mm ABOVE AFL

- POWER OUTLETS AT 300mm ABOVE FL (EXCEPT FOR THE FOLLOWING)

TYPECODEELECTRICAL LEGEND

SINGLE POWER POINT (GPO)DOUBLE POWER POINT (GPO)

CF

LIGHT POINT - BAYONETDOWNLIGHT - LED

LIGHT POINT - CIRCULAR FLUROLIGHT POINT - PENDANT

LIGHT POINT - PARA FLOOD

SMOKE DETECTOR

4

DATA POINT

SKYLIGHT - LIGHT TUBE

- WALL MOUNTED LIGHTS AT 2000 ABOVE FL

LIGHT POINT - SINGLE FLURO

CEILING FAN

HEATER LIGHT FAN - 2

HEATER LIGHT FAN - 4

1000 - KITCHEN BENCH1800 - RANGEHOOD (RH)750 - MICROWAVE u/bench1500 - REFRIGERATOR (REF)

750 - DISHWASHER (DW)1500 - WASHING MACHINE1000 - LAUNDRY BENCH1000 - VANITIES

CEILING FAN & LIGHT

FOXTEL POINTF

SMOKE DETECTORSAPPROX. POSITION - INSTALLED AS PERB.C.A. 3.7.2 & COMPLY WITH A.S.3786

EXHAUST FANSTO COMPLY WITH A.S.1668.2.INSTALLED AS PER B.C.A. 3.8.5

POSITION OF ELECTRICAL POINTSSUBJECT TO CONSTRUCTION

CONSTRAINTS

COMMUNICATIONS PRE-WIRED* LEAD IN CABINET (NETWORK TERMINATION DEVICE)* WIRING CABINET (POWER SUPPLY UNIT)* GPO NEAR WIRING CABINET* LEAD IN CONDUIT (PREMISES CONNECTION DEVICE)

ALL ABOVE ITEMS TO FIBRE NETWORK SUPPLIERSSPECIFICATIONS

FIBRE NETWORK SUPPLIER TO PROVIDE

* NETWORK TERMINATION DEVICE* PSU (BATTERY BACK-UP BY HOME OWNER)

PSUNTD

PCD







ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Section AA

1:100, 1:20

09

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

385

2,440

2,400

2,170

610

SLAB TYPE AS PER ENGINEERS DESIGN

PREFABRICATED ROOF TRUSSES SPACEDAT 600mm MAX. CRS. DESIGNED & FIXEDTO MANUFACTURERS SPECIFICATIONS

NOTE: PROVIDE TERMITEBARRIER AS PER A.S. 3660.1-2000

10mm PLASTERBOARD INTERNAL WALL LININGS.10mm PLASTERBOARD CEILING LININGS.6mm VILLABOARD TO WET AREA INTERNAL WALL LININGS.

GROUND FLOOR:EXTERNAL & LOADBEARING TIMBER STUD WALLS TO BE70mm THICK @ 450 CTS & INTERNAL STUD WALLS TO BE70mm THICK UNLESS NOTED OTHERWISE @ 600mm CTS.

SELECTED CONCRETE TILEROOF AT 22.5° PITCH

BED. 2

OVER

PLA

TES

JOIN

ERY

HT

FLR

- CEI

LING

NOTE: REFER TO ENGINEERS FOOTING DESIGNSECTION A-A

O/HANG FROMPITCHING POINT

KITCHEN FAMILY/DINING

REFER TO SOIL REPORT - ??SITE CLASSIFICATION '??'

SLAB 0.123PAD 0.000

Battens

Plasterboard

Soffit Framing

F.C. Soffit Sheeting

Roof Truss

Brick pier / Brickwork

Timbermoulding

Selected colorbondfascia & gutters

Timbermoulding

900

Std Frame Width

Podium Length Varies

690

Clear Opening

1440 or 1640Clear Opening

550

Std F

rame

Heig

ht

550

Std F

rame

Heig

ht

900Std Frame Width

690Clear Opening

700

Spou

t Heig

ht

750

Mixe

r Heig

ht

30 min.

30 min

Timber Support min. 30mmhigh above framing

Framing

Timber Supportinside framing

Floor Bedding

Timber Supportmin. 30mm high above framing

Framing

Timber Supportinside framing

Bath TubFlexible Sealant

Tiles

Waterproofing

Fibre Cement Sheeting

Flexidinger

Slab Bath base support

BASE ACRYLIC BATHStandard Bath & Opening Sizes.

1500 x 750 x 400 Bath - 1440 x 690 Clear Opening1700 x 750 x 400 Bath - 1640 x 690 Clear Opening

Frame Floor LevelFFL

FGL

Table 3.5.2.4 ACCEPTABLE OVERFLOW MEASURESTable a. Acceptable continuous overflow measureDescription Overflow

Capacity(L/s/m)

Construction

Controlled back gapwith-(a) a permanent

minimum 10 mmspacer installedbetween thegutter back andthe fascia; and

(b) one spacer perbracket, with thespacer not morethan 50 mm wide;and

(c) the back of thegutter installed aminimum of10 mm below thetop of the fascia.

1.5

Alfresco Bulkhead Detail1:20

Standard Bath Podium Frame Detail

N2 WIND CATERGORY

ENERGY EFFICIENCY NOTES:

1. R 2.5 BULK INSULATION TO CEILINGAREA

2. FOIL WALL-WRAP TO EXTERNAL STUDWALLS

3. ENERGY EFFICIENT ALUMINIUMIMPROVED WINDOWS & SLIDING DOORUNITS

4. WEATHER STRIPPING TO HINGEDEXTERNAL DOORS

5. CONTINUOUS FLOW GAS HWU

6. INTERNAL DOWNLIGHTS (LED'S)

7. 500KPA WATER PRESSURE LIMITINGDEVICE

OVERFLOW MEASURES TO GUTTERS TAKEN FROM NCC 2016 PART 3.5.2.4.

GUTTER AND DOWNPIPES TO COMPLY WITH NCC 2016 PART 3.5.2

RAINFALL DURATION INTENSITIES(TABLE 3.5.2.1)5 MINUTE DURATION RAINFALLINTENSITIES (100 YEARS)

IPWICHBRISBANEVICTORIA PT

LOCALITY (mm/h)278305320

OVERFLOW VOLUME FORCONTINUOUS MEASURE (L/s/m)

OVERFLOW VOLUME FOR CONTINUOUS MEASURE (L/s/m)(TABLE 3.5.2.3a)

DESIGN 5 MINUTE DURATION RAINFALLINTENSITIES (100 YEARS)

(mm/h)300325325

DESIGN 1.4 L/s/m required

RIDGE TO GUTTER LENGTH(MAXIMUM DEFAULT) (M)

16.01.5 L/s/m provided

(REFER TO TABLE 3.5.2.4)







ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Bracing Plan

1:100

10

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

A0.9

A0.9

A0.9

A0.9

A0.9

A0.9

A0.9A0.9

A0.9

B2.7

B2.7

B2.7

B2.7

A0.9

A0.6

A0.6

A0.6

CODE TYPE

A

A

B

B

B

BRACING SCHEDULE

LENGTH VALUE No. TOTAL

REQUIRED kN =

RESISTANCE PROVIDED kN =

2.7kN1800mm

3.6kN2400mm

2700mm

DIRECTION A

STEEL ANGLE BRACE @ 1.5 kN/m


600mm 3.6kN

1.5kN

4.0kNSTEEL ANGLE BRACE @ 1.5 kN/m

F11 STRUCTURAL PLY BRACE @ 6.0 kN/m

BRACING BRICK PIER @ 1.5 kN (both directions)

29.6

21.3

- UPPER OR SINGLE STOREY- CONCRETE TILED ROOF- JOINT GROUP = JD4

A 5.4kN900mm

500mm 3.0kN

DIRECTION BCODE TYPE

A

A

B

B

B

LENGTH VALUE No. TOTAL

REQUIRED kN =

RESISTANCE PROVIDED kN =

2.7kN1800mm

3.6kN2400mm

2700mm



600mm 3.6kN

1.5kN

4.0kNSTEEL ANGLE BRACE @ 1.5 kN/m

BRACING BRICK PIER @ 1.5 kN (both directions)

45.3

A 5.4kN900mm

500mm 3.0kN






51.2

S/A

S/A


SOILTEST REPORT

BA

C

C

N2

4 21.6

2 8.0

6 32.4

2 8.0

TELESCOPIC SHS POST INSIDE ENGAGED/BRICK PIERS(TIED FROM FOOTINGS TO FRAMING MEMBERS)

BRICK PIERS NOT CORE FILLED

3 10.8







ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Tiedown Details

1:100

11

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

TIMBER SCHEDULE

SPECIFICATIONS:-N.2 CONC. TILE ROOF SINGLE STORY

Studs (side of openings)

Nogging 70 x 35 MGP 10

Studs (non-loadbearing bracing wall) @ 450 crs - 70 x 35 MPG 10 up to 3000 - 70 x 35 MGP 12 up to 3600

Lintels - unless noted on floor plan, refer to "FRAME & TRUSS SUPPLIER" SPECIFICATION/CERTIFICATION

Roof Battens 50 x 25 F14 unseasoned hardwood

TIE DOWN FIXINGS 330mm Battens spacings/roof tile setout and 600mm truss/rafter spacings (U.N.O)1. Roofing fixed to battens in accordance to manufacturers specifications.2. Fixing of battens to rafters or trusses - by 1/65mm x 2.8 dia grooved nail (40mm penetration into receiving member) (or approved fasteners).3. Fixing of rafters or trusses to top plate by 1 framing anchor with 3/2.8 dia. nails each leg.

REFER TO "FRAME & TRUSS SUPPLIER" SPECIFICATION/CERTIFICATION

NOMINAL FIXING(REFER CL. 2.5 TRADAC)BRACING WALLS(REFER SECTION 9)

1/65x2.8mm DIA. NAIL(40mm PENETRATION INTORECEIVING MEMBER)

1/FRAMING ANCHOR4/NAILS EACH LEG@ EACH TRUSS

NAIL @ 1200 MAX. CRS

NOTE: IN ADDITION TO THE REQUIREMENTS FOR TIE-DOWN ANDBRACING WALLS, THE BOTTOM PLATES OF ALL WALLS SHALL BEFIXED TO THE CONCRETE SLAB @ 1200mm MAX CRS. FASTENERSTO BE EITHER HAMMERED, FIRED, SCREWED OR EXPANSION MASONARY

TIMBER FRAMED TIE DOWN WALL

17C = GLUE LAMINATED PINE BEAM

MGP = MACHINE GRADED PINE

LINTELS

ROOF SPAN

900

3300

4500

3600

42003900

1800

27003000

21002400

1500

4800

1200

SD2 JD1 HYNEBEAM

190x35 MGP10120x35 MGP12

(TRADAC)

190x35 MGP12190x35 MGP10120x35 MGP12

190x70 MGP10

240x63 LVL

260x65 17C

300x63 LVL

230x65 17C300x63 LVL

230x65 17C 260x65 17C

240x63 LVL240x63 LVL240x36 LVL

190x35 MGP10190x35 MGP10

240x45 LVL240x63 LVL230x65 17C230x65 17C230x65 17C

230x65 17C240x63 LVL240x36 LVL

240x36 LVL190x35 MGP10190x35 MGP10

260x65 17C230x65 17C

295x65 17C

260x65 17C

295x65 17C260x65 17C

260x65 17C

295x65 17C300x65 18C

295x65 17C

JD4

120x35 MGP12

1400 1900

120x35 MGP12

3600 4500

190x35 MGP10 2

4

230x65 17C240x63 LVL240x45 LVL

260x65 17C

240x36 LVL

260x65 17C270x65 18C

330x65 18C300x65 18C

33

22

190x35 MGP12

33

120x35 MGP12

6600 NO.(MGP10)

2

STUDS AT SIDE

18C = GLUE LAMINATED HWD BEAMSD2 JD1 HYNEBEAM

120x35 MGP12

190x35 MGP12

240x63 LVL

230x65 17C

300x45 LVL

300x63 LVL300x63 LVL

240x45 LVL240x36 LVL190x70 MGP10

190x35 MGP10120x35 MGP12

120x35 MGP12

300x65 18C360x65 18C

330x65 18C 360x65 18C

44

333

LVL = LAMINATED VENEER LUMBER JD4 TILLING TIMBER

NOTE:- PREFABRICATED FRAME SUPPLIER IS TO SUPPLY SCHEDULE & CERTIFICATION FOR FRAMES SUPPLIED. DESIGNED IN ACCORDANCE WITH THE BUILDING CODE OF AUSTRALIA AND THE BUILDING ACT 1975.

8.4kn2/M10 cup head bolts

KN PROV

LINTELS < 6.0

MEMBERS

TIEDOWN SCHEDULE N2 TILE ROOF (UPLIFT LOAD WIDTH 7500)UPLIFT

As per Manufacturers requirements

METHOD

LINTELS < 3.0

BOTTOM PLATE(upper floor)TO TOP PLATE(lower floor)

Nominal 0.17kn

Nominal 1.0.kN


1 masonry nail (hand driven orfired) at not more than 1200mm crs

Nominal 1.0.kN


2/75mm nails through plateinto end grain of studtop and bottom.

DETAIL

Nominal 0.17kn2/75mm nails through plateinto end grain of studtop and bottom.

Nominal

Nominal

2/75mm nails through lintelinto stud

2/75mm nails through lintelinto stud

Nominal

NOMINAL FIXINGS FOR TIMBER MEMBERS

1 masonry nail (hand driven orfired) at not more than 1200mm crsREFER TO "FRAME & TRUSS SUPPLIER"

SPECIFICATION / CERTIFICATION.

MATERIALS & COMPONENTS.1. All Materials shall be new.2. Timber sizes and details not shown shall comply with A.S 1684.2. All timber, truss sizes and details shall be as per A.S 1684.2 (2006)3. Concrete ftg. 20MPa., remainder 20 MPa.4. STEEL: Shop primed (all fixing bolts shall be hot dipped galvanised).5. ROOFING: Selected Conc tile roofing fixed in accordance with manufacturers specifications.6. WALLS: Brick Veneer (wall ties @ 600 x 600) to comply with AS 3700 & Supp.1 SAA Masonry Code. Prefabricated wall frames - timber sizes shall comply with A.S 1684.2 (2006)7. WALL LINING: Plasterboard generally to all walls and ceilings (10mm thick to walls - 10mm thick to ceiling) fixed in accordance with manufacturers specifications. 6.0mm Villaboard to bathroom areas.8. ALUMINIUM WINDOWS & DOORS: All windows and sliding glazed doors shall be powder coat finished (unless stated otherwise) fixed in strict accordance with manufacturers specifications - all sizes shown on plan.9. DOORS: Entry doors and timber frame shall be as per specifications. Where WC doors do not open outwards from WC room enclosure, they shall be provided with externally removable hinges.10. VENTILATION: Internal WC enclosures shall be vented in accordance with Part F4.5 or F4.6 of the Building Code of Aust.11. D.P.C.: Provide approved damp proof course between bottom plates and concrete/masonry to all external walls and to all internal wet areas12. FLASHINGS: All windows and sliding doors flush with gable ends shall have 50mm galvabond window flashing above.13 EXTERNAL CLADDING: Refer to Elevations for details

BY LAWS & CODES.All construction shall be designed and built to comply with the Building Act 1975 and the Building Code of Australia2010 edition & subsequent amendments to date & A.S 1684.2 2006 (residential timber framed construction)

MANUFACTURES SPECIFICATIONS.Means a current specification approved by the Local Authority for use under the conditions applicable in this industry.

NOTE: Unless stated otherwise on floor plan, seasoned timber sizes as per timber schedule below as per A.S 1684.2 (2006)Bottom Plate 70 x 35 MGP 10Top Plate 2/70 x 35 MPG 10 (roof span up to 8000) 2/70 x 35 MGP 12 (roof span up to 14000)

Studs (loadbearing wall) @ 450 crs 70 x 35 MGP 10 - 2440mm High (roof span up to 14000)(All studs are not notched) 70 x 35 MGP 12 - 2740mm High (roof span over 14000) 70 x 35 MGP 12 - 3000mm High (roof span over 14000)

NOTE: Lintel/Roof beam sizes do not account for Girder trusses. Sizes may increase on site to cater for any extra loads or to the availability of timber sizes. Refer to table below or Duncans, Hynes or Tasbeam load tables.

VERANDAH PLATETO POST @ 3000MAX CTRS(4500 U.L.W.)

BOTTOM PLATETO CONCRETE(single storey)

PLATES TO STUDS(lower floor)

BOTTOM PLATETO CONCRETE(lower floor)

ROOF BATTENTO RAFTERTRUSSES TO TOPPLATE @ 600 CTRS

PLATES TO STUDS(upper floor orsingle storey)







ACN: 116332220ABN: 77116332220

QBSA: 1086689

DEVELOPMENTS

P/L


DATE:

Bracing Details

1:100

12

CHECKED:

DRAWN:

SCALE:

SHEET: JOB No:

Rev:

CLIENT:

SITE ADDRESS:

PRODUCT:


405???




??

BRACING TYPE 'B'

external wall

2/30x0.8 galv. straps withnumber of nails each end of strap

top plate

(if necessary) fix with 2 nailsto sides and 3 nails under platebend to side of top plate

bracing at (approx.) 30° to wall top plate

sheet bracing fixed in accordancewith manufacturer's specifications

@ 600mm crs.roof trusses

line of fascia

WALL BRACING UNDER SOFFIT DETAILS

in this area wheneverpossible

battens continuous

timber wallframing

(overhang)hardwood binders (1 each end of 'alcove'projection under soffit - in opposite

PLAN

directions)

when viewed on plan

45° or less

bulkhead support beam

NOTE: All nails to be 30 x 3.15 Ø flathead

ROOF BRACING

speedbrace

75x50 hardwood binderto bearing platefor positioning

from bracing panel

end truss (of brace bay)

and 2 nails to top

bend over end truss and fixwith 3 nails to face of truss

each end of binder

timber wall framing

bracing sheetSECTION

30x0.8 g.i. strap

and binder connection

speedbrace

@ each truss

2/30 x 0.8 g.i. strapstruss - top plate connection

refer to plan

internal bracing wall

bulkhead beamor framing

roof trusses

DETAIL C

as per table

WALL BRACING BRACING TYPE 'A'

6/2.8Ø nails per face

nailing plates or framing anchor

trussgap to

nailed or boltedshear blocks

as per table

DETAIL D bracing wall

100x38 nogging

structural plywood detail - 6.0kN/m

Top & bottom plates & anyhorizontal joints - 50mm

Top & bottom plates & anyhorizontal joints - 150mm

Full height rods each end of ply.Ext. wall- screwbolt 110embedmentInt. wall- truebolt 80 hole depth

Vertical edges - 150mm

Intermediate studs - 300mm

Sub- floor connection 1/M12 bolt eachend and at 1200 ctrs max.

Ext. wall- screwbolt 110 embedmentInt. wall- truebolt 80 hole depth

900 minimum < 900

STRUCTURAL PLYWOOD - 6.0kN/m

2/50 x 2.8mm dia nailsto each stud & plate

30 x 0.8mm galv. strap3/30 x 2.8mm dia nails

to each end to stud

30 x 0.8mm galv. strap3/30 x 2.8mm dia nails toeach end to stud

30 x 0.8mm galv. strap3/30 x 2.8mm dia nailsto each end to stud

MIN. NOMINAL

SECTIO

N 18 x 1

8 x 1.

2mm

1800 min - 2700 max.Nominal fixing to floor.

metal angle brace detail - 1.5kN/mFIXINGS: TOP - METHOD A, B, C, DBOTTOM - NOMINAL FIXING ONLY

Vertical edges - 150mm

Intermediate studs - 300mm

F14, 4mm thick min. structural plywood on outerface of stud wall nailed to frame with 30 x 2.8mmdia flathead nails or equivalent. Studs @ 450 ctrsbehind panels.

PLYWOOD BRACING PANELS- equal to or greaterthan 900mm lengthsNailing ctrs: Top & Bottom plates - 50mm Vertical edges - 150mm Intermediate studs - 300mmFixings: Top - Method A, B, C, or D per 900mm length Bottom - 1/M12 Bolt each end & @ 1200 ctrs max

PLYWOOD BRACING PANELS- less than 900mm ply lengthsNailing ctrs: Top & bottom plates - 150mm Vertical edges - 150mm Intermediate studs - 300mmFixings: Top - Method A, B, C or D per 900mm ply length Bottom - 1/M12 full height rod each end.kN values: 0.6m = x 3.6kN (reduced by 0.6) 0.7m = x 4.2kN (reduced by 0.7) 0.8m = x 4.8kN (reduced by 0.8)

Bracing to be located as shown on plan.Structural ply to external walls (inside cavity) - refer todetail Bracing Type A.All bracing shall be fixed in strict accordance tomanufacturers specifications.The top of all timber bracing walls shall be fixed to roofand ceiling - refer to details "C" and "D".

(legs not bent) to either end of nogging


Botany 206 ?? Client Full Name€¦ · 530 70 70 2,800 230 230 3,970 900 1,100 600 70 940 70 1,790...

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Transcript of Botany 206 ?? Client Full Name€¦ · 530 70 70 2,800 230 230 3,970 900 1,100 600 70 940 70 1,790...