bushfire attack level 12.5 in accordance with …...( 30 degrees dr more is a direction change...

6
BUSHF I RE A T T ACK L EVE L 12.5 ALL CONSTRUCTiON TO COMPLY WITH BUSHFIRE ATTACK LEVEL 12.5 IN ACCORDANCE WITH A53959 5-2 - TE FLOOR SUPPORTS NO SPECIAL CONSTRUCTION REQUIREMENTS. 5 3 - FLOORS NO SPECIAL CONSTRUCTION REQUIREMENTS. 5.4 - EXTERNAL WALLS ALL WALLS WITHIN 4 0 0 m m ABOVE GROUND TO COMPLY WITH: (I) NON-COMBUSITBLE MATERIAL OR BUSHFIRE RESISTANT/NATURAL FIRE RESISTANT TIMBERS. (ii) ENSURE ALL GAPS/JOINTS NOT TO EXCEED 3mm, (iii) ALL WEEPHOLES AND VENTS TO BE PROTECTED WITH SPANK GUARDS MADE OF CORROSION-RESISTANT STEEL MESH. BRONZE' OR 'ALUMINIUM' WITH A MAX, APERTURE SIZE OF 2mm, WINDOWS LESS THAN 4 0 0 m m FROM GROUND, DECKS. FLAT ROOFS, TO BE EITHER BUSHFIRE RESISTANT UMBER. OR ALUMINIUM, OR METAL PVC-U FiTTED WITH EITHER: () 5 m m TOUGHENED GLASS Qfl (II) GLASS BLOCK, Qfl (ii) COMPLETELY EXTERNALLY SCREENED WITH STEEL. BRONZE OR ALUMINIUM MESH WITH A MAX. APERTURE SIZE OF 2mm THE OPENABLE PORTION OF TOUGHENED GLASS WINDOWS SHALL BE FITTED WITH FLY WIRE SCREENS OF EITHER BRONZE, STAINLESS STEEL OR ALUMINIUM MESH WITH 2 MAX APPERI1JRE SIZE, EXTERNAL ODORS LESS THAN 4 0 0 m m FROM GROUND. DECKS, TO BE TIGHT FITI1NC WITH WEATHER STRIPS OR DRAUGHT EXCLUDERS TO THE BASE OF DOORS AND BE EITHER OF THE FOLLOWING: (I) NON COMBUSTIBLE - ALUMINIUM SR (ii) 3 5 m m SCUD TIMBER CORE DOOR FOR BOTTOM 4 0 0 m m 125 (iii) SCREENED WITH STEEL BRONZE OR ALUMINIUM MESH WITH A 2 m m MAX APPERTURE SIZE. DOORS WITH GLAZED INFILLS TO HAVE 5 TOUGHENED GLASS. GARAGE DOORS TO CONSIST OF NON-COMBUSTIBLE MATERIALS OR FIRE RESISTANT TIMBERS, PANEL OFT, TILT AND SIDE HUNG DOORS TO BE FITTED WITH WEATHER STRIPS OR DRAUGHT EXCLUDERS MAX. 3 m m GAP. ROLLER DOORS MUST HAVE GUIDE TRACK WITH MAX, 3 m m GAP AND NYLON BRUSH IN CONTACT WITH DOOR. 55-ROOFS ROOF TO BE NON-CCHABUSTTBLE AND FULLY SANKEO WITH ALL JUNCTIONS SEALED. SANKINC UNDER ROOF TILES TO HAVE FT,,AMMABIUTY INDEX NOT MORE THAN 5. ROE GUTTERS AND VALLEYS TO BE FITTED WITH NON-COMBUSTIBLE - W GUARDS. ROOF PENETRATIONS TO BE SEALED WITH NON-CCI,IBUSTBLE MATERIALS AND ANY OPENINGS TO BE FITTED WITH STEEL MESH DR PERFORATED SHEET. 5 7 - W R I C W I S DECKS ETC NO SPECIAL REQUIREMENTS FOR SUPPORTS DR FRAMING. MATERIALS USED TO ENCLOSED DECK SUB-FLOOR SPACE MUST BE OF NON-COMBUSTIBLE MATERIAL DR BUSHFIRE RESISTANT TIMBER WIEHIN 4 0 0 m m OF GROUND LEVEL. DECKING TO BE NON-COMBUSTiBLE OR BUSHFIRE RESISTANT WITHIN 300rnro HORIZONTALLY AND 4 0 0 m m VERTICALLY FROM GLAZED FLOAD4TS. D.Andersorj eTREGISIERED PROPOSED DECK. SITE PLAN Drown: Damion And FIRE RESISTANT TIMBERS MUST BE MIN. 18mm THICK TO BE orson EFFECTIVE AND ARE AS FOLLOWS: NV %LT I R A t A I VERANDAH, CARPORT At: 16 DEC 2 0 1 4 RED IRON BARK, KWILA (MERBAD). TERPENI1NE SILVER-TOP ASN, BLACK BUTT. RIVER RED GUM. SPOTTED GUM. Architectural & PERGOLA 35 STEVENS ROAD, 684 UsIung Rood. Drafting & Metung 3904 For: KARDELLA SOUTH 3S50 Sheet No: 2 M: 0417 835 812 Design .nmàrm o'- 3a411 T. Steel Job No: EG/88/14

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Page 1: BUSHFIRE ATTACK LEVEL 12.5 IN ACCORDANCE WITH …...( 30 degrees dr more is a direction change 2oèx4 colti 5, 4ym41 lvli a scud top rail is required. for steel i1jsing min 5 4 40mm

BUSHFIRE ATTACK LEVEL 12.5 ALL CONSTRUCTiON TO COMPLY WITH BUSHFIRE ATTACK LEVEL 12.5 IN ACCORDANCE WITH A53959

5-2 - TE FLOOR SUPPORTS NO SPECIAL CONSTRUCTION REQUIREMENTS.

5 3 - FLOORS NO SPECIAL CONSTRUCTION REQUIREMENTS.

5.4 - EXTERNAL WALLS ALL WALLS WITHIN 400mm ABOVE GROUND TO COMPLY WITH: (I) NON-COMBUSITBLE MATERIAL OR BUSHFIRE

RESISTANT/NATURAL FIRE RESISTANT TIMBERS. (ii) ENSURE ALL GAPS/JOINTS NOT TO EXCEED 3mm, (iii) ALL WEEPHOLES AND VENTS TO BE PROTECTED WITH

SPANK GUARDS MADE OF CORROSION-RESISTANT STEEL MESH. BRONZE' OR 'ALUMINIUM' WITH A MAX, APERTURE SIZE OF 2mm,

WINDOWS LESS THAN 400mm FROM GROUND, DECKS. FLAT ROOFS, TO BE EITHER BUSHFIRE RESISTANT UMBER. OR ALUMINIUM, OR METAL PVC-U FiTTED WITH EITHER: ( ) 5mm TOUGHENED GLASS Qfl (II) GLASS BLOCK, Qfl (ii) COMPLETELY EXTERNALLY SCREENED WITH STEEL. BRONZE OR

ALUMINIUM MESH WITH A MAX. APERTURE SIZE OF 2mm

THE OPENABLE PORTION OF TOUGHENED GLASS WINDOWS SHALL BE FITTED WITH FLY WIRE SCREENS OF EITHER BRONZE, STAINLESS STEEL OR ALUMINIUM MESH WITH 2 — MAX APPERI1JRE SIZE,

EXTERNAL ODORS LESS THAN 400mm FROM GROUND. DECKS, TO BE TIGHT FITI1NC WITH WEATHER STRIPS OR DRAUGHT EXCLUDERS TO THE BASE OF DOORS AND BE EITHER OF THE FOLLOWING: (I) NON COMBUSTIBLE - ALUMINIUM SR (ii) 35mm SCUD TIMBER CORE DOOR FOR BOTTOM 400mm 125 (iii) SCREENED WITH STEEL BRONZE OR ALUMINIUM MESH WITH A

2mm MAX APPERTURE SIZE.

DOORS WITH GLAZED INFILLS TO HAVE 5 — TOUGHENED GLASS.

GARAGE DOORS TO CONSIST OF NON-COMBUSTIBLE MATERIALS OR FIRE RESISTANT TIMBERS, PANEL OFT, TILT AND SIDE HUNG DOORS TO BE FITTED WITH WEATHER STRIPS OR DRAUGHT EXCLUDERS MAX. 3mm GAP. ROLLER DOORS MUST HAVE GUIDE TRACK WITH MAX, 3mm GAP AND NYLON BRUSH IN CONTACT WITH DOOR.

55-ROOFS ROOF TO BE NON-CCHABUSTTBLE AND FULLY SANKEO WITH ALL JUNCTIONS SEALED. SANKINC UNDER ROOF TILES TO HAVE FT,,AMMABIUTY INDEX NOT MORE THAN 5.

ROE GUTTERS AND VALLEYS TO BE FITTED WITH NON-COMBUSTIBLE - W GUARDS.

ROOF PENETRATIONS TO BE SEALED WITH NON-CCI,IBUSTBLE MATERIALS AND ANY OPENINGS TO BE FITTED WITH STEEL MESH DR PERFORATED SHEET.

5 7 - W R I C W I S DECKS ETC NO SPECIAL REQUIREMENTS FOR SUPPORTS DR FRAMING.

MATERIALS USED TO ENCLOSED DECK SUB-FLOOR SPACE MUST BE OF NON-COMBUSTIBLE MATERIAL DR BUSHFIRE RESISTANT TIMBER WIEHIN 400mm OF GROUND LEVEL.

DECKING TO BE NON-COMBUSTiBLE OR BUSHFIRE RESISTANT WITHIN 300rnro HORIZONTALLY AND 400mm VERTICALLY FROM GLAZED FLOAD4TS.

D . A n d e r s o r j eTREGISIERED PROPOSED DECK. SITE PLAN Drown: Damion And FIRE RESISTANT TIMBERS MUST BE MIN. 18mm THICK TO BE

orson EFFECTIVE AND ARE AS FOLLOWS:

NV % L T I R A t A I VERANDAH, CARPORT At: 16 DEC 2014 RED IRON BARK, KWILA (MERBAD). TERPENI1NE

SILVER-TOP ASN, BLACK BUTT. RIVER RED GUM. SPOTTED GUM.

A r c h i t e c t u r a l & PERGOLA 35 STEVENS ROAD, 684 UsIung Rood. D r a f t i n g & Metung 3904 For: KARDELLA SOUTH 3S50 Sheet No: 2 M: 0417 835 812 D e s i g n . n m à r m o ' - 3a411 T. Steel Job No: EG/88/14

Page 2: BUSHFIRE ATTACK LEVEL 12.5 IN ACCORDANCE WITH …...( 30 degrees dr more is a direction change 2oèx4 colti 5, 4ym41 lvli a scud top rail is required. for steel i1jsing min 5 4 40mm

PROJECT DETAILS REGION "A CUMATE ZONE 6 WINO CIJSSIFIGA11ON N2 33n/s TERRAIN CATEGORY 2 BUILDING CLASS 10 T O P P 0 G H I C EFFECT TO SHEILDING FACTOR PS ( P T I A L SI-JEILOING)

NOTE:

PROPOSED PAGOLA ' A I . CONNECT STORM WATER TO EXISTING WATER

OVER EXISTING DECK VIA TAN(. OVERFLOW TOLECAL POINT OF DISCHARGE

90mm UPVC P E AS DIRECTED BY AUTHOR ElF S.

LOCAL

2. STEPS & LM,IOINGS 10 ALL E)(1ThI-IAL DOORS 0 TO OWNERS SPECIFICATION AS REQUIRED BY BCA

UNLESS N D O T h E T E ,

DCISTXNG GRAVEL PROPOSED C DRAY VERANDAH

\ EXISTING DWELLING

PROPOSED CARPORT

TITLE BOUNDARY

S i t e Plan SCALE 1:5GO

, , D . A n d e r s o n REGISTERED PROPOSED DECK, SITE PLAN 'Drawn: Damon AndI

35 STEVENS ROAD, 16 DEC 2014

V.

' ' ' VERANDAH, CARPORT At: A r c h i t e c t u r a l

PROPOSED

5 0 Sheet No: 3 D r a f t i n g & 684

OP-AD M 4 1 1

Metung 3904 For N: 0417 835 812

T. Steel D e s i g n -- Job No: EG/88/14 — —

Page 3: BUSHFIRE ATTACK LEVEL 12.5 IN ACCORDANCE WITH …...( 30 degrees dr more is a direction change 2oèx4 colti 5, 4ym41 lvli a scud top rail is required. for steel i1jsing min 5 4 40mm

' REQUIREMENTS FOR WIRE BALUSTRADINC. TYPICAL 69w89pp3n,m AT SPEEDBRAtE ENDS NAIL To SEMI USING

2/30,P2.8. GALVINIZED REINFORCED HEAD MAILS TO ALL SAIL WIRE BALUSTRADING TO BE CONSTRUCTED TO GALNISED M.S. SHS C O L U M N S B E N D SPEEDURACE OVER BEAM RAFTERS COMPLY TO RCA 2006. AND TEST CMIRIED OUT BY

— . . , & MAIL To FACE WITH MA ADDITIONAL 3/30x2.5. MANUFACTURER WITH SUPERVISION o r BUILDING SURVEYOR. COM1Y GALVINIZED REINFORCED HEAD NAILS, HYSPN4 BEAMS BOLTED TO- POST WITH 2N0.l2mnp 1.5 I I I P ALIERNAI1VE BALUSTRADING MUST BE INSTALLED IF DECK BOLTS I EACH CONNECI1ON. P P PRO DE MIOSPAIpI HEIGHT IS GREATER THAN 4Dm FROM FINISHED GROUND

I I I BLEA KING T0 RAFTERS SUROIJNDING DECK. p i / T O I WUFACUIRERS / REOI IREMENTS. A MAXIMUM POST SPACING OF 1.8 METRES.

p NOTE DROPPERS MUST BE PLACED AT WJ(IMUM 900npm CENTRES p p 0

- - F — F — — —. F- + 4 § PROVIDE SPEEDCE ROOF AND SECURED TOR AND BOTTOM. 200135 HTSPMA LW RM1TR5

I p p I I BRACING IN ACCORDANCE WITH p p I

0 MAX 600 CTS, CEMENT — A.S- 4440 WIRE MUST BE STAINLESS STEEL MINIMUM 32mm OWl P p I

SHEET CEILING ATTACHED TO p p I I ( LAY DF IS WIRES ) AND SPACED MAX 80mm, UNDERSIDE. I SPEEDSRACE SNAIL BE MAiLED

p p 1 TO ROOF FRAME WITH 2/30x2.8. TENSIONERS MUST BE PLACED TO EACH STRAND OF WIRE AND I I P I P GALVINIZED REINFORCED HEAD MUST BE AT EACH CHANGE OF DIRECTION.

P p I MAILS TO RAFTERS. ( 30 DEGREES DR MORE IS A DIRECTION CHANGE 2Oèx4 COLTI 5, 4YM41 LVLi A SCUD TOP RAIL IS REQUIRED. FOR STEEL I1JSING MIN

5 4 40mm DUN 15 REQUIRED AS PER TFM TABLES. 2400

WIRE MUST BE TENSIONED TO 670 NEWTONS. OR NOT B DEFLECT 5mm WHEN 2KG MASS IS APPLIED MIDSPAN. S

ALL SPECS TO B.C,A, (1`3.9.2.) AND AS- 1170.1 Claus. 4.7.

NOTE

LING 150.45 HYSPAJA LVL TERS 1. TERMITE PRONG IS TO BE

DUSTNG DWELLING PROViDE STEPS TO IN ACCORDANCE MTh AS.3660J 0 MAX 600 CTS, CEMENT CLIENTS SHEET CEIUNG ATTACHED 10 /SPECIFICATIONS IN METHOD OF P R 1 N C TO BE

BCA REQUIREMENTS INSPECTOR AND A aRIIflCATE UNDERSIDE.

T -

ACCORDANCE WITH VERIFIED BY BUILDER BEFORE

ISSUED ON DURABLE MATERIAL & 'SI- 71 MT]XED TO INSIDE OF METER

140x45 MGP1D PITCHING

" M BOX IN ACCORDANCE \MTh FICA

PLAIT BATIEN SCREWED TO PROVIDE MIDSPN4 EXISTING WALL F R A M E — . BLOCKING TO RAFTERS CL 3.1.3.2(b). MAX 600 CTS ' TO MANUFACTURERS

TYPICAL SONS

CALIMSED

PIPE ENS GALVINIZED REINFORCED

H E A D - - - - . S P E E O B R A C E SHALL BE N A I L E D R E Q U I R E M E N T S . 2. DOIqIPIPE LOCA1TONS ARE

_ _ I N D I O T 1 V E ONLY PLUMBER TO TO ROOF FRAME WITH 2/3Dx2 8 0 D E T E R M N E S E M M 900 CIT. RXth TO WALL ERNIE & _ B R A C I N G

WITN MEG4 ANCHOR F A S T E N I N G S T O W4UFACTURER DESION.\

TO ./t\o

VERANDAH AT SPEEDBRACE ENDS NAIL TO BEAM USING

____________________________ 2/30i0.8e GALAINIZED REINFORCED HEAD NAILS TO a 4.1. A - - - 4 . P i , 4 , -

p P I RAFTERS. BEND SPEEDBRACE BEAM /RAFTERS

p p i & MAIL TO FACE WIN M ADDTONAL 3/30 ,2.8. . GALVNIZEO REINFORCED HEAD N A B S . P A L A

DECKING BOANOS TO p

P P PpPp1pIPpp p p

SPOTTED GUM EIAINHW MATCH EXISI1NCD:

TYPICAL 5ONB GALVINISEO PIPEPE ANCHOR BRACING SYSTEM FIXED TO C0LUM To MMIUFACThRERS DESIGN.

Om HIGH TIMBER HANDRAIL STAJNLESS SPJLWIREBETWEEN RAFTERS TO WIEH STAINLESS SNLWIRE Plan PECIFICATION BALUSTRADE TO MATCH EXISI1NG 4800 UJMNS

mn1 GAL 4E'

_ p . A n c I c r s o n (%REGISTERED I PROPOSED DECK, I FLOOR PLAN Drown: Damion Andersonl _________ r I VERANDAH, CARPORT I

At: I II It 16 DEC 2014 36.00 sqmpl

A r c h i t e c t u r a l I & PERGOLA I 35 STEVENS ROAD, I hOECK

4,40 sqmfl ___________________________________ VERANDIAI 23.52 sqm

684 MeIun9 Road. I I D r a f t i n g & Metung 3904 I For: I KARDELLA SOUTH 3! 5 0 Sheet No: 4 I I IPAaA 30.00 sQm Mt 0417 835 612 I I I D e s i g n I 5 0 n 1 DP-AD 38411 T. Steel I Job No: EG/88/14

__________________

Page 4: BUSHFIRE ATTACK LEVEL 12.5 IN ACCORDANCE WITH …...( 30 degrees dr more is a direction change 2oèx4 colti 5, 4ym41 lvli a scud top rail is required. for steel i1jsing min 5 4 40mm

North Elevation SCALE l:

-.PR0Vl0E STEPS TO liMBER HN4ORAJL cuENis West Elevation SMLWIRE SPECIflCAI1ONS.IN sCALE 1:100 MATCH EXISO1NO SLftLNISED

WITH SE PAiNT FiNISH

PACOLA

South Elevation SCALE 1:000

-------------------

- CARIRT

D. iThde rson PROPOSED DECK, cisiEm _ I

East Elevation

A r c h i t e c t u r a l ' ELEVATIONS IDrawn: Damian Anderson

VERANDAH, CARPORT At: 16 DEC 2014

lsc.a l:loo

& PERGOLA

D r a f t i n g & 684 Melting Rood. STEVENS ROAD.

Meting 3604 F o r : N: 0417 835 812

KARDELLA SOUTH 3 50 Sheet No: 5

D e s i g n DR—AD W411 T. Steel Job No: EG/88/14 - - tM

Page 5: BUSHFIRE ATTACK LEVEL 12.5 IN ACCORDANCE WITH …...( 30 degrees dr more is a direction change 2oèx4 colti 5, 4ym41 lvli a scud top rail is required. for steel i1jsing min 5 4 40mm

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Page 6: BUSHFIRE ATTACK LEVEL 12.5 IN ACCORDANCE WITH …...( 30 degrees dr more is a direction change 2oèx4 colti 5, 4ym41 lvli a scud top rail is required. for steel i1jsing min 5 4 40mm

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