230324 - 47 Tablelands Road, COORAN - Engineering Plans

 

 

SPAN _ [Rafter Size
3000mm/ 150015
4500mm|) 150015
5400mm| 200C15
6300mm| 200C24
7200mm| 250C19
8100mm| 250024
9000mm| 300C24

Roof Pitch Min 5°, Max 15°
Standard 10°

 

 

 

 

 

 

 

 

 

 

 

Rafter Spacings
N3 - 1200 ctrs
C2- 900 ctrs

 

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Knee Plate (typical)
Detail A

 

 

L_] LJ

 

JL

 

Outrigger (Typical)
0.75 Stud Frame Mini Truss
0.95 for C2, 600mm max

450 or 600 Overhang

 

2 x M12 Bolts to top of Stud Wall
4x M12 Bolts to Rafter
8 x 12/14 teks to Studs

 

 

 

 

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Apex Plate (typical)

Detail B

Roof Battens for 1200/900 Rafter Centres

N3 = 64THO.55 @ 1200 ctrs
C2 = 64TH0.55 @ 900 ctrs

50 x 50 x 0.75 Angle

Roof Batten }

 

50x50 Angle

 

 

 

Rafter

 

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=

Overhang en

 

 

 

 

 

\_ Stud Wall

- -

OVERHEAD VIEW

 

 

 

50x50x 4
0.75 Angle

 

64mm Nesting Channel

 

64 TH 0.75

64 TH 0.95

64mm Nesting Channel

SIDE VIEW

 

Overhang Batten

N3 = 600mm Max
C2 = 450mm Max

N3 = 750mm Max
C2 = 600mm Max

   

Stud Wall

 

 

Highside Overhang Detail

     
 
    

 

 

 

 

450 or 600 Overhang

 

 

 

 

 

 

 

 

 

 

 

 

___ BANC
Stud Frame Trussed Ss
Outrigger Overhang v2
Standard Colour Fascia tt 7 bo H
Ceiling Battens @ 450 ctrs = Double Stud Under Rafters for Spans less
A 1200/900mm Rafter Spacings EE
PP o than 6000mm
© 22mm Ceiling Battens Ses
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Ne cs£o¥g S8s 2 x Boxed Studs Under Rafters for Spans
1 3239 z25 greater than 6000mm
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“—- Connection
SPAN
Scale - Do Not Scale
Registered Professional Engineer 41430+ DATE : 07/08/2023 PAGE 1 of 1
5 Pronger Parade
Mr Vic Bacud, Jnr <> a Gympie Industrial Estate SKILLION ROOF DETAILS
MIEAust CPEng RPEQ 3647 é () Po Box 758 FOR DES SY File - House Rafter Engineering 07082023
NPER-3
i Sheds Pty Ltd i
Signature oo... eeecsseseeccsssseeseeeeesseee Date..../esse/eee Gympie Qld 4570 DWG. NO
eae Nea ia eae KIT HOMES AND CABIN DRWN| SY NO.
Benen Givi and Structural Ph (07) 5481 1466 OMES C S SKILLION HOUSE RAFTERS
National Professional Engineers Register Section Three © Copyright CHK VB STANDARD ENGINEERING