16427 - 26Oct16 · OPW16/0270

MEMBER SCHEDULE AND NOTES
DESIGN WIND SPEED = WIND CLASSIFICATION N3 - AS4055.
ALL TIMBER EXPOSED TO THE WEATHER TO BE DURABILITY CLASS 2 OR BETTER.

LAMBEAMS € LVL's EXPOSED TO THE WEATHER ARE TO BE PROTECTED IN ACCORDANCE
WITH MANUFACTURERS SPECIFICATIONS.

TIEDOWN ENDS OF ALL LINTELS AND ROOF BEAMS WITH |/MI2 ANCHOR ROD, UNO.
ALL MEMBERS NOTED AS H3 TREATED ARE TO BE H3 TRU-CORE TREATED,

WALL FRAMING

STUDS - 90x35 MGPI2 STUDS @450 CRS MAX NOT NOTCHED.

TOP PLATE - 2/90x35 MGPI2. TIEDOWN WITH MI2 ANCHOR RODS AT ENDS AND @1800
CRS MAX FOR ROOF SPANS UP TO 4.3m AND @1200 CRS MAX FOR ROOF SPANS UP TO
7.2m,

BOTTOM PLATE - 90x35 MGPI2, STUDS TO BE IN LINE WITH JOISTS OR PROVIDE
SOLID NOGGING IN BETWEEN FOR SUPPORT,

STUDS BESIDE OPENINGS 0 - 2600 2 STUDS
2600 - 4300 3 STUDS
4300 - 4500 4 STUDS

>4500 - 75x75x4.0 SHS,

BATTENS (METAL ROOF) - 38x75 FIl @900 CRS MAX. 1/75mm No 14 TYPE |7 SCREW
TO EACH RAFTER / TRUSS.

GT - GIRDER TRUSS,

HT - HIP TRUSS,

JT - JACK TRUSSES @900 CRS MAX TO TRUSS MANUFACTURER'S SPECIFICATIONS.

T - TRUSSES @900 CRS MAX TO TRUSS MANUFACTURERS SPECIFICATIONS,

BUILDER TO SUBMIT TRUSS LAYOUT TO ENGINEER FOR CONFIRMATION OF LINTEL SIZES,
ETC,

Bl - 240x63 HYSPAN BEARER IN PLANE OF JOISTS. JOIST HANGERS TO JOISTS IN
ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

B2 - 240x85 2IC LAMBEAM CONT SPAN,

B3 - 300x63 HYSPAN H3 TREATED CONT SPAN WHERE POSSIBLE.

B4 - 120x65 2IC LAMBEAM.

Bs - [50x75 Fl4 BEARER IN PLANE OF JOISTS, JOIST HANGERS TO EACH JOIST,
Bo - 125x75 Fl4.

B7 - 225x75 Fl4,

Be - 175x75 Fl4,

Ba - 150x75 Fl4.

BIO - 240x63 HYSPAN CONT SPAN H3 TREATED.

Cl - 89x89x3.5 SHS COLUMN. C2 - 89x89x3.5 SHS COLUMN.

ET - EDGE THICKENING.

DOUBLE JOISTS UNDER ALL LOADBEARING WALLS, UNO.

DJ - DOUBLE JOISTS.

Ji - HJ24090 HYJOIST | BEAM JOISTS @450mm CRS CONT SPAN WHERE POSSIBLE TO
BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

JIA - 240x45 HYSPAN JOISTS CONT SPAN WHERE POSSIBLE.

J2 - 240x45 HYSPAN JOISTS CONT SPAN @450mm CRS MAX.

J3 - 175x50 Fl4 JOISTS @450mm CRS MAX,

J4 - 150x50 FI4 JOISTS @300mm CRS MAX CONT SPAN,

J5 - 150x50 Fl4 JOISTS @450mm CRS MAX,

Jé - 125x50 FI4 JOISTS @450mm CRS MAX,

J7 - HJ24045 HYJOIST | BEAM JOISTS @450mm CRS MAX, CONT SPAN.

ALL LINTELS ARE HYSPAN, UNO,
LI - DOUBLE TOP PLATE. L2 - 90x63 L3 - 130x63 L4 - 150x63
L5 - 170x63 L@ - 200x63  L7 - 240x63 LB - 300x63

 

PI - 84x89x3,5 SHS POST,
P2 - 125x125 HWD POST.

PPI - 150x45 HYSPAN POLE PLATE IN PLANE OF RAFTERS/TRUSSES 2Nol4 BATTEN
SCREWS TO EACH STUD (ie. @450mm CRS) MIN 50mm PENETRATION INTO
PREDRILLED HOLES IN STUDS TO AVOID SPLITTING,

PP2 - 125x50 Fl4 POLE PLATE. MI2 CHEMICAL ANCHORS TO BLOCK WALL AT ENDS AND
@450mm CRS MAX,

RI - [50x45 HYSPAN RAFTERS @900mm CRS MAX, | FRAMING ANCHOR EACH SUPPORT.
R2 - 170x45 HYSPAN RAFTERS @400mm CRS MAX. | FRAMING ANCHOR EACH SUPPORT.

RBI - 130x65 17¢ LAMBEAM H3 TREATED,
RB2 - 295x85 17C LAMBEAM,
RB3 - 195x85 17C LAMBEAM,
RB4 - (95x85 17C LAMBEAM.
RBS - 195x85 17C LAMBEAM.

ULI - [50x63 HYSPAN UPPER LEVEL LINTEL TO 3/2400 WIDE WINDOWS WITH MIN 2
STUDS BETWEEN WINDOWS # MI2 ANCHOR ROD BETWEEN STUDS.
UL2 - 150x63 HYSPAN UPPER LEVEL LINTEL TO 2700 MAX WIDE UPPER LEVEL LINTEL.

 
       

AT ENDS.

 

 

L_

ROOF FRAMING PLAN

 

 

 

 

GALV STRAP BRACING NAILED TO TOP
OF EACH RAFTER/TRUSS AND LOOPED

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CLIENT:

GREEN EARTH HOMES
PROJECT:

PROPOSED RESIDENCE

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:
LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH
NOOSA SHIRE COUNCIL
DRAWING TITLE:

ROOF FRAMING PLAN
MEMBERS SCHEDULE

 

Designed: PLR Drawn:

LR

 

SCALES: 1:100

 

Engineer: PLR |DATE: 7 OCT |é

 

6427 | S4

 

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PETER RIENECKER - RPEQ 2088

 

 

Fea ee Bienes CeetieG Paros tot written | JOB NUMBER DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS. | AS |SHEET 4 OF 12 |CHECKED: PLR