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Appendix A - Proposal Plans
Plans and drawings: the text below has words only, no drawings.
Horizontal edges
and joins. 1800 min to 2700 max. 2-30x0.8 Galvanised strap 6/3.05mm nails with TIMBER FRAMING NOTES
Vertical edges
Fixed with 6/28 dia. nails blocks to be both sides
and joins.
to each end of rafter, truss bottom 1. All Structural Timber to be either Hardwood Stree Grade
chord or joist F14 (minimum), Jint Group J2, or Stres Grade F8, Joint
Spacing
G.I. strap Group JD4, U.N.O. All size Refer to Finished sizes. Timber
Inter.
Studs to be JD4 & Fix with 6/30x Design for all Structural Timber is based on initial moisture
spaced at 450mm 2.8mmØ nails Content of 15% or less. If timber to be used for construction
each leg (Typical) does not comply with the above limits, alternative sizing or
(typical) precautions are to be refered to the Design Engineer for
Bracing Wall approval.
Top plate
2-50 x 2.8Ø nails Bracing Wall 2. Shear Walls:
each interface. Sheet Ply Bracing to internal shear walls to be constructed
Gap to as indicated to achieve adequate ranking resistance
Truss nominated, including nailing plates and hold down bolts at
SHEAR BLOCK S1 - 1 STRAP - CAPACITY 4.9kN SHEAR BLOCK S3 - CAPACITY 5.0 kN maximum 1200 Ctrs spacing U.N.O.
M12 anchor bolts 1/75mm masonry nail SHEAR BLOCK S2 - 2 STRAPS - CAPACITY 9.8 kN (BRACING WALL PERPENDICULAR TO 3. Cyclone Anchors:
SHEET BRACING (NO RODS) Approved Galv.
at 1200 max. crs. (hand driven at slab edge), (BRACING WALL TO EXTERNAL WALL) Cyclone anchors (M12 Threaded Rod) at 1200 Ctrs spacing
Capacity - Refer Table steel angle brace screw or bolt at not more TRUSSES, RAFTERS OR FLOOR JOISTS) within wall framing, at all corners, adjacent all openings where
M12 anchor rods at each end TECO METAL BRACE DETAIL than 1200mm max crs. timber lintels are provided, passing through lintel beams. M16
and at 1200 max. ctrs. Capacity - 1.5kN/m Nailing plate or framing anchor (legs not bent) cyclone tie-downs to be used either side of all openings
Framing anchors to both ends of nogging with 6/2.8mm dia. greater than 3000mm and roof load width of >5000mm, U.N.O.
100 Horizontal edges (legs not bent) nails each end. or 2 / No. 14 type battern
M12 Bolt screws at each end. cyclone tie-downs to be used either side of all openings
Max. and joins. 6/2.8 mm dia nails
Shear blocks fixed using each face Roof Truss
Vertical edges
6/3.05mm nails either Roof Truss/Rafter/Lintel Tie-
Spacing
and joins.
90x35 nogging 100 down - G.I Strap fix with 6/30x
side of nogging Shear block fixed using
Inter.
Max. 2.8mm nails each led (Typ.)
Gap to truss 6/3.05mm nails either
Studs to be JD4 & 90 x 35mm LINTEL
spaced at 450mm side of nogging
F8 Nogging
(typical)
Rafters, truss bottom M12 Tie-down
Bracing Wall chord or floor joist Rod as Spec. Window/Opening
Gap to truss and Connector
Gap to Nut
Threaded Truss Top plate Bracing Wall Rafter, truss bottom
Bracing wall chord or floor joist
connector SHEAR BLOCK S6 - CAPACITY 5.0 kN SHEAR BLOCK S4 - CAPACITY 5.1 kN
(BRACING WALL PARALLEL TO TRUSSES, SHEAR BLOCK S5 - CAPACITY 5.0 kN
(BRACING WALL PARALLEL TO TRUSSES,
M12 cast RAFTERS, OR FLOOR JOISTS) RAFTERS, OR FLOOR JOISTS) (BRACING WALL PARALLEL TO TRUSSES, ALT. LINTEL TO STUD WALL CONNECTION DETAIL
to slab RAFTERS, OR FLOOR JOISTS)
M12 anchor bolts FRAMING SCHEDULE - N3 & N4 WIND CONDITIONS
at 1200 max. crs.
PLY BRACING (WITH M12 TIE-RODS) STUDS TOP/BOTTOM PLATE & INTERNAL LBW TIE DOWN
EXTERNAL & INTERNAL LOAD BEARING WALLS (Up to 2.7m High) M12 RODS AT 1200 CRS, CORNERS,
Capacity - Refer Table RAFTER/TRUSS SPACED @ 900 CTRS - MAX. SPAN = 6.0m EACH SIDE OF OPENINGS
- 90 x 35 MGP12 at 450 CRS (Clad Frame) NOGGING
M12 Tie-down Bolt/Rod - 90 x 35 or 70 x 35 MGP12 at 450 CRS (Brick Veneer)
1350 mm CRS MAX
Roof Truss or G.I Strap fix with 6/30x NON-LOAD BEARING AND NON BRACING FRAMING
LINTELS
100 2.8mm nails each led (Typ.) - 90 x 35 or 70x35 F5 @ 450 CTRS
AS PER PLAN (F17 UNO)
Max. PLATES ALL STUDS NOT NOTCHED
EXTERNAL & INTERNAL LOAD BEARING
STUDS AT OPENINGS TO LINTEL/BEAMS
TOP PLATE:
OPENING WIDTH No. OF STUDS
LINTEL - 2/90 x 35 or 2/70 x 45 MGP12 ribbon plates
BOTTOM PLATE: 900 1
- 90 x 35 or 70 x 45 MGP12 1200 2
Window/Opening INTERNAL BRACING TOP & FULLY SUPPORTED BOTTOM PLATE: 1500 2
- 90 x 35 or 70 x 45 MGP12 1800 2
INTERNAL NON-LOAD BEARING: 2100 2
- 90 x 35 or 70 x 35 F5 2400 3
ROOF BATTENS 2700 3
METAL ROOF BATTENS FIXED IN ACCORDANCE 3000 3
WITH MANUF. SPECS. OVER ROOF TRUSSES ONLY.
M12 Tie-down >3000 4 or 75x4mm SHS
Rod as Spec. 1/75mm masonry nail @ 70x35 F7 BATTERNS OVER RAFTERED ROOF AREAS.
and Connector 300mm Max. ctrs, (or Equiv.), or RAFTERS & ROOF TRUSSES SHALL
M12 Chemical Anchor or bolt BE TIED DOWN WITH 1/30 x 0.8 mm GI
Nut LOOPED STRAP OR FRAMING ANCHOR
@ > 1200mm max ctrs.
Concrete Foundation ALL GIRDER TRUSS TIE-DOWN SHALL
BE IN ACCORDANCE WITH TRUSS Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
LINTEL TO STUD WALL CONNECTION DETAIL MANUFACTURER'S SPECIFICATIONS
Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0
Drawn
CJF
Checked
CJF
Date
Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 21 of 21
Mobile: 0419140465
Date Issued: Nov 2024
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED CAD File:
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 Campbell J Foster 695 COLES CREEK ROAD DRAWING NUMBER REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458
Terrain Category: 2.5 MEIAust (CPEng Civil), RPEQ 7228, NER
COORAN 2024-1079-S21 1
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