07/0398 MCU - Detached House - 560/61 Noosa Springs Dr [As Published] · 132007.398

WALL FRAMING SCHEDULE

EXTERNAL & INTERNAL (LOAD BEARING):

STuDs: 90 x 35 MPG12 @ 450 CRS.

TOP PLATES: 2135 x 90 MPG12

BOTTOM PLATES: ONSLAB- 3x 90MPG12
ON JOIST- 45x 90 MPG12

INTERNAL (NON-LOAD BEARING):

STUDS: 90x 35 MPG10 @ 450 CRS.
TOP PLATES: 35x 90MPG10
BOTTOM PLATES: 35 x 90 MPG10

UNTELS:

ROOF FRAMING & TIE DOWN SCHEDULE

ROOF BATTENS:

38 x 50 F14 HWD @ 330 CRS. FIXED TO TRUSSES WITH 1 / 75mm X 3.15mm 9 GR NAIL
ALTERNATIVELY PROVIDE EQUIVALENT STEEL BATTENS

ROOF TRUSSES:

ALL TRUSSES TO MANUFACTURER'S DESIGN AND SPECIFICATION @ 900 CRS.
FIX TO TRUSS MANUFACTURER'S SPECIFICATION

G.T - GIRDER TRUSS T.G.T - TRUNCATED GIRDER TRUSS

NOTE:
INTERNAL TRUSS CONNECTIONS SHALL BE AS SPECIFIED BY MANUFACTURER

MAXIMUM BUILDER TO ALLOW FOR ALL TRUSS MANUFACTURER'S REQUIREMENTS.
PERTAINING TO TIE DOWN, BRACING & SUPPORT
SPAN (fmm)
TRUSS LAYOUT SHOWN INDICATIVE ONLY. TO BE CONFIRMED BY MANUFACTURER
SUBMITTED TO ENGINEER FOR VERIFICATION PRIOR TO FABRICATION |
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NOTE:

ALL TIMBER FRAMING SHALL GENERALLY BE IN ACCORDANCE WITH AS 1684 (N3) \
TIMBER JOINT GROUP - J2 OR JD4 (U.N.O)

PROVIDE ONE ROW OF NOGGING AT 1350mm MAX. (TYP)

LOAD BEARING WALL PLATES & STUDS SHALL NOT BE TRENCHED, HOUSED
OR NOTCHED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER

FIX TOP PLATE OVER LINTELS WITHIN 100mm OF TRUSSES WITH
30 x 0.8mm G.I STRAP 6/ 2.8mm @ NAILS EACH END

GENERALLY PROVIDE M12 ANCHOR RODS AT CORNERS ADJACENT TO OPENINGS ~ mm END PLATE
& AT 1200mm MAX. CRS. UNLESS SPECIFICALLY NOTED OTHERWISE ~ ~ CFWTOB?

ALL EXTERNAL TIMBER TO BE DURABILITY CLASS 2 OR BETTER IN ACCORDANCE s0x45 FS PACKERS "RANSET

WITH AS 1720.1 & AS 1720.2. ALTERNATIVELY THE TIMBER CAN BE ADEQUATELY x RAM 3

TREATED IN ACCORDANCE WITH AS1604 FASTENED TO BEARER WEB am CAPPING PLATE
2/M16 BOLTS TO'B2

ALL TIMBER TO BE 12 TREATED OR LOSP TREATED TIMBER WALL FRAME
2175 x3.15mm @ SCREW NAILS ‘AS SPECIFIED

TOP FLANGE TO FIXING PLATE

19mm YELLOW TONGUE
STRUCT-A-FLOOR

5mm PLY FIXING PLATES ,
CONCRETE FILL CORE 1/ 28mm @ NAIL @ 50mm CRS. 42mm BASE PLATE CFW TO 'C3

N20 CONC. 6mm MAX. AGGREGATE 2/16 HOLD COWN BOLTS
WEB STIFFENER CAST IN 400mm. COG 100mm

CLENCHED NAIL STIFFENERS
VINT2 VERTICALLY TO BOTH SIDES OF WEB | R.G CONCRETE SLAB & FOOTING

RICK PIER (C4
8 Su JOIST J1 AS SPECIFIED

FIX USING JOIST HANGER
6/ 2.8mm @ NAILS EACH LEG

BEARER B2 AS SPECIFIED
(250 UB 25.7)

BRICK PIER DETAIL DETAIL SECTION C -C DETAIL SECTION D - D

SCALE - 1:10 SCALE - 1:10 SCALE - 1:10

PROTE( AMENDMENT ow 7 ar an No. 474 (MSP #1086) ere

e BRAD MeLACLAN CONSTRUCTIONS SPV LTD. iste McLACHLAN SPECIAL PROJECTS PTY. LTD | cuient: ANTHONILS PTY LTO MSP urs CURE jsueo
PROPERTY OF BRAD McLACHLAN CONSTRUCTIONS PTY. LTO. MSP MODIFICATIONS WIND CLASS. N3 SCALE: 4:100 ISSUE DATE : 29/09/2006

NO PART OF THIS DRAWING IS TO BE REPRODUCED IN ANY FORMAT QBSA LICENCE No. 1087856, PROJECT: PROPOSED RESIDENCE FINAL DRAWINGS ISSUED TO MSP fens: no ssueome: ame |

AS IT WOULD BREACH THE COPYRIGHT ACT OF 1968. : :

ANY INFRINGEMENT OF THIS ACT WILL BE FOLLOWED UP BY PH. : (07) 3888 9466 ins DRAWN BY: WAYNE HUMPHREYS

BRAD McLACHLAN’S LEGAL REPRESENTATIVES. FAX : (07) 3888 9607 SITE: LOT 60, THE RIDGE, NOOSA SPRING BuO DESIGN & DRAFTING
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