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Appendix A - Proposal Plans
Plans and drawings: the text below has words only, no drawings.
RESIDENTIAL & LIGHT COMMERCIAL FOOTINGS - CONSTRUCTION NOTES TIMBER NOTES:
CLIENT DETAILS: TONY MORRISSEY 1. All workmanship and materials shall be in accordance with the requirements of the relevant current Australian 1. All timber design and construction shall be in accordance with AS1720 & AS1684 U.N.O.
Standard Codes (AS3600-2001 & AS2870-1996), Building By-Laws and the ordinances of the relevant Local Authority. 2. Softwood shall be min. Stress Grade F5 U.N.O. Hardwood shall be min. Stress Grade F14 U.N.O.
2. Concrete Footings and Slab (due to exposure) 3. External timber shall be either hardwood - Durability Class I or II, or impregnated pine Grade 7,
i) Concrete Class - Minimum 20 MPa at 28 days pressure treated to AS1604 and re-dried prior to use. Supplementary treatment shall be applied to all
PROJECT DESCRIPTION: PROPOSED SHED Slab on ground with - 20 nominal maximum aggregate size cut surfaces. Details of preservative treatment shall be provided to the Engineer.
damp-proof membrane - 80 maximum slump +/-10mm 4. Timber Trusses shall supplied be pre-cambered an amount equal to the applied dead load deflection.
PROJECT LOCATION: 695 COLES CREEK ROAD ii) Concrete Class - Minimum 25 MPa at 28 days Thee (3) copies of the "shop" drawings are to be submitted to the Engineer for checking and for
submission to the Local Gov. Authority. The design loads on roof, ceiling, truss node points and
Footing non-aggressive - 20 nominal maximum aggregate size
amount of pre-camber provided are to be clearly showing on drawings.
LOCALITY COORAN soil
iii) Concrete Class
- 80 maximum slump +/-10mm 5. All bolts in timber construction shall be minimum M12 U.N.O and bolts, nuts and washers shall be
- Minimum 32 MPa at 28 days hot dip galvanised. Bolt holes drilled in timber shall be exact size for bolts. Washers under bolt head
GENERAL Footing-aggressive soil - 20 nominal maximum aggregate size and nuts shall be at least 2.5 times bolt diameter.
1. These drawings shall be read in conjunction with all other Consultants Drawings and Specifications. (1km - 50 km from coastline) 6. Timber dimensions on the finish width and thickness of timber to be:
- 80 maximum slump +/-10mm
2. Before proceeding with the works any discrepancies in the Engineering Drawings shall be referred iv) Concrete Class - Minimum 40 MPa at 28 days a. Seasoned Softwood +5.0, -0 mm
for decision to the Engineer. b. Unseasoned Softwood >F7 +3.0, -3 mm, <F7 +2.0, -4.0 mm
Footing-aggressive soil - 20 nominal maximum aggregate size
3. Setting out dimensions and sizes of Structural Members or Elements shall not be obtained by
(Upto 1km from coastline) c. Seasoned Hardwood +2.0, -0 mm
Scaling the Structural Drawings - 80 maximum slump +/-10mm
v) Concrete Class - Minimum 32 MPa at 28 days for internal slabs d. Unseasoned Hardwood +3.0, -3 mm
4. Any setting out dimensions shown on the Engineering Drawings shall be checked by the Contractor
before construction works commences. - Minimum 40 MPa at 28 days for external slabs (reference also Clause 1.6.2 in AS2082)
Suspended slab
5. During construction the structure shall be maintained in a stable condition. Construction loads 7. All timber joints and notches shall be 100mm minimum away from loose knots, severe sloping grain
- 20 nominal maximum aggregate size
must not exceed the capacity of the structure at the time of loading. If in doubt ask the Engineer. gum veins or other minor defects.
- 80 maximum slump +/-10mm
6. All workmanship and materials shall be in accordance the requirements of the current 3. Concrete Slab (due to abrasion) 8. All details not shown on the Engineering Drawings shall be in accordance with AS1684 - 1996
editions including Amendments of the relevant SAA Codes of Practice, except as i) Footpaths & residential driveways - Minimum 20 MPa at 28 days Residential Timber Framing Code and best practices.
varied by the Contract Documents and of the By-Laws of the Local Government Authority.
ii) Commercial/Industrial floors no vehicular traffic - Minimum 25 MPa at 28 days 9. Roof Trusses
7. Wind Loads for this Project have been determined in accordance with AS1170.1 - 2002
A design certificate is to be provided prior to truss manufacture and signed by Truss Engineer (RPEQ).
8. Permanent, imposed and other loads (Dead & Live) for this Project have been determined in iii) Light pneumatic tyred traffic up to 3 t - Minimum 25 MPa at 28 days
Once the trusses are installed the Truss Engineer shall provide a certificate indicating that the trusses
accordance with AS1170.2 - 2002. have been installed as required. The certificate shouls also indicate and cover all bracing and tie-down req'd.
iv) Other pneumatic tyred traffic over 3 t - Minimum 32 MPa at 28 days
9. A Site Classification for this Project was determined in accordance with AS2870 - 1996
v) Non-pneumatic tyred traffic - Minimum 40 MPa at 28 days STRUCTURAL STEELWORK
SITE CLASS FOUNDATIONS Surface Movement (ys) 4. Minimum Cover - 25 to upper face of internal slabs -0 +5mm 1. All steelwork and materials shall be in accordance with AS4100 UNO.
CLASS - S Slightly reactive clay sites with only slight ground 0<ys<20 to Reinforcement - 45 for external exposure 2. All welding to be in accordance with AS1554 except where varied by the Contract Documents, or project Drawings.
movement from moisture changes.
- 30 to a membrane in contact with the ground All Welds shall be undertaken by a qualified and certified Welder in accordance with AS 1554.
CLASS - M Moderately reactive clay or silt sites which can experience 20<ys<40 All welding shall be 6mm continuous fillet welds U.N.O using E48XX Electrodes, Structural Purpose (S.P) welds.
moderate ground movement from moisture changes. - 40 to unprotected ground
5. Minimum Laps and Splices for Reinforcement Butt welds shall be qualified, complete penetration full strength butt welds to AS 1554 Part 1.
Highly reactive clay sites, which can experience high 3. Unless noted otherwise, all Hot Roller steel sections shall be Grade 300 in accordance with AS 3678 & 3679.1.
CLASS - P 40<ys<60 (a) Slab Fabric - 225 minimum overlap of transverse bars at all edges
ground movement from moisture changes.
(b) Trench Mesh - 500 splices in all footing beams AS 1163 for RHS Sections - Grade 350 Minimum
CLASS - H2 Highly reactive clay sites, which can experience high
60<ys<75 - Laps at intersections as per the Design Drawings AS 1163 for CHS Sections - Grade 350 Minimum
ground movement from moisture changes.
Extremely reactive sites, which can experience extreme (c) Reinforcing Bars - 500 splices in all footing beams 4. The Builder shall prepare fabrication drawings and shall submit three (3) copies of each drawing for
CLASS - E ys>75
ground movement from moisture changes. - Provide "L" bars at all beam intersections with 500 lap to each leg approval. Fabrication shall not commence until Drawings have been submitted.
CLASS - A to P Filled sites. Varies 6. Fireplaces shall be supported on slab thickening extending 300 past the edges of the masonry, and 5. All steelwork that will be exposed to view shall have weld splatter, flux, dags and burrs removed,
Sites which include soft soils, such as soft clay or silt or reinforced with F72 mesh top and bottom. Slab thickening shall be 150 thick for single storey construction and all sealing and butt welds ground flush.
CLASS - P loose sands; landslip; mine subsidence; collapsing soils;
soil subject to to erosion; reactive sites subject to abnormal and 200 thick for two storey construction. 6. The Builder shall provide all cleats and holes for fixing steel and timber to steel as required by the Drawings
moisture conditions or sites which cannot be classified Shrinkage Control whether or not shown.
otherwise. 7. Reinforcing mesh may be reduced to F72 for slabs under 18m in length on "S" sites 7. Surface Treatment or Coatings
EARTHWORKS NOTES: 8. Where the floor slab is to be tiled, the following recommendations are made, in order to
Where any filling is carried out on the site after the completion of the site investigation, the minimise the effect of shrinkage:- ELEMENT SURFACE PREPARATION TREATMENT OR COATING FINISH
(AS 1627 - PART)
following recommendation shall be followed:- - F92 slab mesh (or equivalent) should be provided
1. The site shall be stripped of all vegetation prior to the placement of any filling material. Construction Joints & Penetrations ALL INTERNAL ELEMENTS Abrasive Blast, Hand Clean Alkyd Zinc Phosphate Primer-Type 1 See Architects Specs.
2. Compaction Standards for filling Material 9. Constructions Joints or pour breaks where not shown on the Approved Plans or Details shall be located and formed to the EXCEPT GALV. PURLINS and Power Wire brush to (AS 4089) Thickness 0.075mm
approval of the Engineer.
A. Controlled Filling (INTERNAL) CLASS 1 AS1627
10. No penetrations, recesses or chases other than those shown on the structural drawings shall be made in concrete
(a) Sand filling up to 800 deep, placed in maximum 300 thick layers and compacted with a vibrating members without the approval of the Engineer. EXPOSED STEELWORK Abrasive Blast, Hand Clean Alkyd Zinc Phosphate Primer-Type 1 See Architects Specs.
11. At penetrations in slabs unless otherwise detailed reinforcement must not be cut but shall be gathered equally (INTERNAL) and Power Wire brush to (AS 4089) Thickness 0.075mm
roller to achieve a minimum Dynamic Cone Penetrometer reading of 5 blows per 300 penetration to each side of the penetrations and extra reinforcement provided between the penetrations as directed by the Engineer.
CLASS 1 AS1627 Two Coats Full Gloss (AS4025.1)
(refer AS 1289.F3.3). Sand fill may be flooded if necessary to achieve this compaction standard, Reinforcement Placement Thickness 0.050mm each Coat
provided the water can subsequently be drained from the site. 12. Reinforcement is presented diagrammatically. It is not necessarily shown in true projection.
(b) Non-sand filling up to 400 deep, placed in maximum 150 thick layers and compacted with a 13. Provide the Engineer with 24 hours notice of reinforcement being ready for inspection. EXPOSED STEELWORK Chemical Degrease & Acid Hot Dipped Galvanized See Architects Specs.
mechanical roller. Clay fill shall be moist during compaction. No concrete is to be poured without the approval of the Engineer. (EXTERNAL) Descale Thickness - 350gms/m2
14. Splices in reinforcement shall be made only in the positions shown where lap length is not shown it shall be sufficient
(c) Controlled filling shall continue for at least 1 metre past the edge of the footing beam and shall 8. Cold Formed Sections shall comply with AS/NZS 4600, AS1594 & AS1595.
to develop the full strength of the reinforcement.
be battered back to the original surface with a slope of no more than 1:2 (Vert : Hor). 15. Welding of reinforcement will only be permitted with the prior approval of the Engineer. 9. Minimum Steel Yield Stress - Purlins & Girts shall be 450 MPa.
(d) Where the depth of filling material exceeds that specified above, the filling material shall be 16. Reinforcement must not be continuous through construction joints.
10. All Purlins & Girts Sections shall have a minimum Galvanized Steel Coating - 350gms/m2
17. Spacement of sufficient "stools" under main bottom reinforcement bar and top cross bar in slabs to allow adequate
compacted as follows:- support in correct position during concreting (not greater than 900mm spacing's). 11. All Laps & Bridging shall be in accordance with the Manufacture's Instructions.
Sand fill to 65% Density Index in accordance with AS1289.E6.1 17. Supply and lay steel fabric in flat sheets at splices. Fabric shall be lapped as specified of in accordance with AS3600. 12.Unless Noted, all Welds shall be 6mm continuous Fillet (Noted CFW) Category GP using E41XX or E48XX Electrodes.
Reinforcement 13.Unless Noted, all gusset plates shall be 10mm.
Non-sand fill to 95% Maximum Dry Density (Standard Compaction) in accordance with AS1289 - 5.4.1
19. Reinforcement Symbols: 14.All Holding Down bolts shall be either commercial bolts or be made from mild steel bar Grade 250 MPa U.N.O.
Compaction tests shall be carried out on each layer as the filling is placed. If the compaction standard 15.BOLT DESIGNATION - TYPICAL U.N.O
N Grade 500 MPa Deformed Bar
specified is not achieved, then a "Pier and Slab" and "Pier and Beam" footing design shall be adopted with SL Grade 500 MPa Deformed Slab Mesh Bolt Type Comments
Y Grade 410 MPa Deformed Bar 4.6/S Commercial Bolts Grade 4.6 to AS1111 - Snug Tightened
all piers founded on the underlying natural material.
A Grade 250 MPa Deformed Bar - Pools Construction 8.8/S High Strength Structural Bolts Grade 8.8 to AS1252 - Snug Tightened
B. Track or Rolled Filling R Grade 250 MPa Plain Bar 8.8/TB High Strength Structural Bolts Grade 8.8 to AS1252 - Fully Tensioned
(a) Sand Filling up to 600 deep, placed in maximum 300 thick layers and compacted by repeated Curing & Placement of Concrete to AS1511 & Bearing Joint.
rolling with an excavator. 8.8/TF High Strength Structural Bolts Grade 8.8 to AS1252 - Fully Tensioned
20. Slabs to be cured and kept moist for 7 days (min.)
21. No concrete to be poured when site temperature exceeds 35 Deg. C or falls below 5 Deg C. to AS1511 as a Friction Joint with Facing Surface Left Uncoated
(b) Non-sand filing up to 600 deep, placed in maximum 150 thick layers and compacted by repeated
Grouting 16.Concrete encased steelwork shall be unpainted, free from all loose rust, loose mill scale, dirt, oil, grease, etc. and the
rolling with an excavator, or item of compaction plant.
encasement concrete strength shall be minimum 25 MPa and cover of 55mm. Concrete Encasing shall be centrally
(c) Where the depth of filling material exceeds that specified above, the filling material shall be 21. Grouting under base plates shall be the responsibility of the Steelwork Erection Contractor,
reinforced with 5 mm wire to AS1303 or 6 mm Structural Grade Bars to AS1302 at 150mm pitch.
compacted as follows:- Grouting thickness shall be nominally 40mm U.N.O
17.All Steelwork shall be secured using temporary bracing to stabilise the structure during erection.
22. Grout for base plates shall be minimum 50MPa compressive strength, and be a proprietary
Sand fill to 65% Density Index in accordance with AS1289.E6.1
produce such as Fosroc, Conbextra HF or Embercon Masterflow, or equivalent and approved.
Non-sand fill to 95% Maximum Dry Density (Standard Compaction) in accordance with AS1289 - 5.4.1
23. Base plates shall be supported before grouting by galvanised steel packers covering not less Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Compaction tests shall be carried out on each layer as the filling is placed. If the compaction standard Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
than 10% of the bearing area. Access for grouting must not be blocked by packers. The steel
specified is not achieved, then a "Pier and Slab" and "Pier and Beam" footing design shall be adopted with written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
erection Contractor shall provide all fasteners, site cleats, packers, shims, wedges and landing or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
all piers founded on the natural underlying material. stools, and the like necessary for the efficient and safe erection of the steel works. subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
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Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 1 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-S01 1
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Page 2
Lot 29 on RP862414 Zones:
Rural Zone Total Area - 52,770 sqm CO NC L AER AL APP NG.
Area 52,770 sqm LOCAT ON AN LE ELS TO E
Wetlands Overlay: Existing Structures (Sheds-Class 10)- 341sqm CON R E ONS TE L ER.
Locality: COORAN
Native egetation Area Existing Structures (Sheds-Class 1a)- 178 sqm
Local Government: Riparian Protection Area
Noosa Regional Council Percentage Coverage of Structures = 1.0
8.5 metres
Proposed Structures (Sheds-Class 1a)- 425 sqm
Land Overlay:
Slope 10-15 Percentage Coverage of Structures = 0.8
NOTE:
E ST NG L EA LE S E (CLASS 1A)
TO E RE-CON ERTE AC NTO A
LOCAT ONS AN
STORAGE LE ELS10)
E (CLASS TOATE
CO PLET ON O PROPOSE L EA LE
S E .
NORTH
NORTH PROPOSED SHED LOCATION
SHED
G
MAIN
AWNIN
94.0m
PROPOSED SHED LOCATION
m
24.28
97.
42m
SITE PLAN Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
LOCALITY PLAN SCALE 1 IN 500 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
SCALE 1 IN 1000 subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
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Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 02 of 21
Mobile: 0419140465
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED
Date Issued: Nov 2024
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-S02 1
Page 3
1200Hx2400W 1200Hx2400W 1200Hx2400W
SW-1 SW-1 SW-1
6784.00
Water Tank 24.5kL
2700.00
2400.00
1200Hx2400W 1200Hx3600W
SW-1 SW-2
4800W Roller Doors 4800W Roller Doors
724.00 4800.00 1136.00 4800.00
30240.00
WEST ELEVATION
N.T.S
1200Hx2400W 1200Hx2400W 1200Hx2400W
SW-1 SW-1 SW-1
6784.00
FG-1 FG-2
1200Hx3600W
SW-2
1200Hx2400W
SW-1
400Hx600W
600Hx900W
1200Hx2400W
SW-1
1200Hx2400W
SW-1
Water Tank 24.5kL
30240.00
DR1 - Standard 2040 x 820 Door EAST ELEVATION
GROUND LEVEL WINDOW SCHEDULE - SHED N.T.S
2
KITCHEN/LIVING + GARAGE AREA = 210 m
SW-1 (1200x2400) - 3 No.
SW-1 (1200x3600) - 2 No.
FG-3 (11.10) - 1 No.
FG-3 (11.2) - 1 No.
STD-1 (1.40) - 8 No.
WINDOW/STACKER DOOR AREA
= 3x2.88 + 2x4.32 + 11.10 + 11.20 + 8x1.4 = 50.78 m 2
ROOM/WINDOW AREA RATIO= 50.78/210 = 0.24>0.1
2
BEDROOM 1, 2 & 3 + BATHROOM = 89.36 m
SW-1 (1200x2400) - 3 No.
FG-1 (0.24) - 2 No.
FG-2 (0.54) - 2 No.
WINDOW AREA = 3x2.88 + 2x0.24 +2 2x0.54 = 10.20m
ROOM/WINDOW AREA RATIO= 0.114>0.1
MEZZANINE LEVEL WINDOW SCHEDULE
MEZZANINE AREA = 158.0m 2
SW-1 (1200x2400) - 7 No.
WINDOW AREA = 7x2.88 = 20.16m 2 Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
ROOM/WINDOW AREA RATIO= 0.13>0.1 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
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Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 03 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-S03 1
Page 4
175 Quad-gutter
DN150 SN4 PVC Down Pipe
2930.00
1200Hx2400W
SW-1
570.00
6784.00
900.00
175 Quad-gutter
6087.00
DN100 SN2 PVC Down Pipe
203
FG-1
FG-2
2993.58
2700.00
400Hx600W 1200Hx2400W 1200Hx2400W
600Hx900W
SW-1 SW-1
900.00
14280.00
NORTH ELEVATION
N.T.S
175 Quad-gutter
DN150 SN4 PVC Down Pipe
2897.00
2930.00
2700.00
2646.00
2450.00
FG-3 FG-4
570.00
6784.00
175 Quad-gutter
6087.00
DN100 SN2 PVC Down Pipe
900.00 2150.00 2150.00 900.00
203
3014.23
2700.00
2100.00
STD-1 STD-1 STD-1 STD-1 STD-1 STD-1 STD-1 STD-1
1110.00 3200.00 3200.00 1110.00
620.00 14280.00
SOUTH ELEVATION Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
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
N.T.S 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
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Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 04 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-S04 1
Page 5
DP DM150 SN4 PVC Down Pipes DP 175 Quad-gutter DP DP
Water Tank 24.5kL
5 Degrees
Water Tank 24.5kL
Water Tank 24.5kL
5 Degrees
DP DM100 SN2 PVC Down Pipes DP 175 Quad-gutter DP DP
ROOF PLAN
N.T.S
MAIN SHED GUTTER DESIGN INFORMATION
RAINFALL TIME OF CONCENTRATION - 5 MIN.
5
RAINFALL INTENSITY = Q100= 260mm/hr
ROOF RUNOFF COEFFICIENT (C) = 0.9
ROOF AREA = 308 SQM
3
TOTAL ROOF FLOW (Q) = 0.02 M/SEC (20 LT/SEC)
FACTOR OF SAFETY = 1.5 : Q=30 LT/SEC
QUAD GUTTER SPLODE = 1.0 PERCENT
DOWN PIPE SIZE : 4 x 150mm PVC.
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
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. 05 of 21
Mobile: 0419140465
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED
Date Issued: Nov 2024
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-S05 1
Page 6
A B C D E F
30240.00
30000.00
6000.00 6000.00 6000.00 6000.00 6000.00
120
1200Hx3600W 1200Hx2400W
6
LOUNGE 4800W Roller Doors 4800W Roller Doors 403.00
BBQ AREA
1200Hx2400W
2500.00
STACKERS DOORS FR
Water Tank
5
PANTRY
Timber Framed Dividing Wall
O
ISLAND BENCH
KITCHEN
Timber Infill Framing
Line of Wall Above
OPEN OUTDOOR AREA
9120.00
9000.00
3194.00
LIVING AREA
SN
1586.00
4
Water Tank
14240.00
1200Hx2400W
STACKERS DOORS
2500.00
SPA
2143.00
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 403
1800.00
Stairs
1200Hx3600W
3
497
Timber Infill Framing Timber Infill Framing Timber Infill Framing 90.00
600Hx900W
WB
Timber Framed Dividing Wall & Window
V Water Tank
Timber Framed Dividing Wall
WM DRY TUB
OPEN OUTDOOR AREA OPEN OUTDOOR AREA BEDROOM 3 BATHROOM BEDROOM 2 BEDROOM 1
5000.00
5120.00
2
4053.00
BATHROOM
V
400Hx600W
WC
SHR WC SHR
986
WB
533
1200Hx2400W 1200Hx2400W 1200Hx2400W
1 GAS 840.00
HOT WT 1003 502 855
120 6000.00 6000.00 6000.00 6000.00 6000.00 120
30240.00
Building Coverage Areas
Total Ground Level Area - 425 sqm GROUND LEVEL LAYOUT PLAN
Living Area (Kitchen & Dining) - 118 sqm N.T.S
Bedroom + Passage Areas - 63 sqm
Bathroom Areas - 24.3 sqm
Garage Area - 104.7 sqm Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
Outdoor Living Areas - 115.0 sqm 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
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Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 06 of 21
Mobile: 0419140465
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED
Date Issued: Nov 2024
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-S06 1
Page 7
A B C D E F
30240.00
30000.00
6000.00 6000.00 6000.00 6000.00 6000.00
120 120
1200Hx2400W 1200Hx2400W 1200Hx2400W
6 Timber Infill Framing Timber Infill Framing Timber Infill Framing Timber Infill Framing
LOUNGE
BBQ AREA
Timber Infill Framing
3270.00
900W Louvers
Water Tank
1200mm High Wall - Balustrade
5 2200WxRaked Window
1200Hx2400W
9000.00
9000.00
2500.00
OPEN AREA OPEN AREA MEZZANINE FLOOR AREA
4 2200WxRaked Window
Water Tank
Timber Infill Framing
SPA 900W Louvers
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
90
Stairs
Timber Infill Framing Timber Infill Framing Timber Infill Framing Timber Infill Framing
3 1200Hx2400W 1200Hx2400W 1200Hx2400W
Water Tank
5000.00
5000.00
2
4000.00
1 GAS
HOT WT
120 6000.00 6000.00 6000.00 6000.00 6000.00 120
30240.00
Building Coverage Areas
Total Mezzanine Level Area - 158 sqm UPPER MEZZANINE LEVEL LAYOUT PLAN
N.T.S
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
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
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Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 07 of 21
Mobile: 0419140465
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED
Date Issued: Nov 2024
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-S07 1
Page 8
A B C D E F
30240.00
30000.00
6000.00 6000.00 6000.00 6000.00 6000.00
120 7 120
Timber Infill Framing 7 Timber Infill Framing 7 Timber Infill Framing 7 Timber Infill Framing 7
6
3 3 3 3 3
1 1 1 1 1 1 8
3000.00
5 5
9061.00
9000.00
3000.00
MEZZANINE FLOOR AREA
1 1 1 1 MEZZANINE FLOOR AREA 1 1
4 5
8
14240.00
3000.00
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
1 1 1 1 1 1
3 3 3 3 Stairs 3
3 90.00 Timber Infill Framing Timber Infill Framing Timber Infill Framing Timber Infill Framing
4 4 4 4 4
8
5000.00
5000.00
5120.00
2 4
4 4 4 4 4 4
Timber Infill Framing Timber Infill Framing Timber Infill Framing
1 4 4 4 4 4 4 4 4
7 7 7
120 6000.00 6000.00 6000.00 6000.00 6000.00 120
30240.00 M16 THREADED ROD ROOF CROSS BRACING, 75x10EA CLEAT FIXED TO C-PURLIN RAFTER/COLUMN
4No. G16x25mm TEK-SCREWS EA. FIXING; M16 TURN-BUCKLE TO TENSION
ROOF FRAMING PLAN 30x1.0mm G.I STRAP ROOF CROSS BRACING, 4No. G14x20mm TEK-SCREWS EA. FIXING
OR AS DETAILED IN AS 1684.2 - 2010.
N.T.S
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
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
Email: [email protected]
Rev. No. Drawn Amendment Details
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Site Classification: M Blackall Range PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 08 of 21
Mobile: 0419140465
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED
Date Issued: Nov 2024
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-S08 1
Page 9
A B C D E F
30240.00
30000.00
6000.00 6000.00 6000.00 6000.00 6000.00
120
120 1 7 1 7 1 7 1 7 1 7 1
Timber Infill Framing Timber Infill Framing Timber Infill Framing
6 1 Timber Infill Framing
4 3 3 3 8
900W Louvers
Double Joist
2
2
2 2 2
5 2200WxRaked Window 4
4 6 3 6 3 6 3 6
6
9120.00
9000.00
9000.00
4
4 2200WxRaked Window
2 2 2
4
2
14240.00
2
Double Joist
900W Louvers 10 3 10
1
4 8
3 3 3 Stairs 3
3
1000.00
1 Timber Infill Framing 1 Timber Infill Framing 1 Timber Infill Framing 1 Timber Infill Framing 1 Timber Infill Framing 1
4 4 4 4 10 10 4
2500.00
8
5000.00
5120.00
2
4000.00
2500.00
4 4 4 4 4
Timber Infill Framing Timber Infill Framing Timber Infill Framing
1
7 7 7
120 6000.00 6000.00 6000.00 6000.00 6000.00 120
30122.00
MEZZANINE FLOOR FRAMING PLAN
N.T.S
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
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
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Drawn
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Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 09 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-S09 1
Page 10
5.0 Deg 7
4
9 4
7
3
1
5
3
5
2748.00
1 C35030 MAIN PORTAL
1 1
2 C20019 JOISTS
423.00
4 3 C20024 BEARER & EAVES TIE BEAM
6782.00
5.05° 4 7 9
6403.00
4 C15024 POST/RAFTER
6000.00
7
5651.00
5 C20024 MULLION
4
203 6 100x100x4.0mm SHS POST
4
7 TS12010 - 120 TOP HAT
3013.00
8 TS6110 - 41 TOP HAT
2700.00
6 7 9 175 QUAD GUTTER
8
DETAIL 1 4500.00 4500.00
9000.00 5000.00
14240.00
TYPICAL SECTION - GRID B-C
N.T.S DETAIL 5
4
DETAIL 4 7
5.0 Deg
9 4
7
3
1
3 5 1 C35030 MAIN PORTAL
5 2 C20019 JOISTS
9122.00
2748.00
3 C20024 BEARER & EAVES TIE BEAM
1 1 423.00 4 C15024 POST/RAFTER
4
6782.00
5.05° 4 7 9 5 C20024 MULLION
6403.00
3 2 3 6168.00 2 3
6000.00
7 6 100x100x4.0mm SHS POST
5905.00
5651.00
DETAIL 6 4 7 TS12010 - 120 TOP HAT
203 DETAIL 7 8 TS6110 - 61 TOP HAT
DETAIL 3 4
DETAIL 2
170 9 175 QUAD GUTTER
3013.00
2700.00
6
2746
10 75x4.0mm SHS POST
7
8
DETAIL 1 4500.00 4500.00
9000.00 5000.00
14240.00 Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
TYPICAL SECTION-MEZZANINE - GRID D-E 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
N.T.S to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
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Drawn
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Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 10 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-S10 1
Page 11
4
7
5.0 Deg
9 4
7
3
1
3 1 C35030 MAIN PORTAL
5 5 2 C20019 JOISTS
9122.00
2748.00
3 C20024 BEARER & EAVES TIE BEAM
1 1 423.00 4 C15024 POST/RAFTER
4
6782.00
5.05° 4 7 9 5 C20024 MULLION
6403.00
6168.00
6000.00
7 3 2 3 2 3 6 100x100x4.0mm SHS POST
5905.00
5651.00
4 7 TS12010 - 120 TOP HAT
203 4 4 8 TS6110 - 61 TOP HAT
9 175 QUAD GUTTER
3064.00
3013.00
2700.00
6 10 10 10 75x4.0mm SHS POST
7
8
4500.00 4500.00
130.00
9000.00 5000.00
14080.00
TYPICAL SECTION-MEZZANINE & STAIR MEMBER QUANTITY
N.T.S
MEMBER QUANTITY Ref: Detail 5 Ref: STD Bracket
1 6 4 1
Ref: Detail 4 72 Ref: STD Bracket
3064.00
Main Roof Rafters Ref: STD Bracket
170.00 9004.00 5 1
Ref: STD Bracket 2746.00 Ref: Detail 5
Inside Face 49 5905.00 Ref: STD Bracket
Base Main Columns Ref: STD Bracket
1 6
Ref: Detail 6 5 1
3328 65 Ref: STD Bracket
6403 6168.00
Ref: STD Bracket 2746.00 Ref: Detail 4 Ref: STD Bracket Ref: STD Bracket
1 6 Base Main Columns 1 1
170.00 Inside Face 8300.00
Ref: STD Bracket 5651.00
6 10 GENERAL PURPOSE STANDARD "L" BRACKET
2 62 Mezzanine Floor Joists
Mullions
Ref: STD Bracket 4206.00 Ref: STD Bracket C-Purlin Size A B C D E H
Eaves Tie & Floor Bearers C100 60 110 70 40 50 20x17
3 22
Mullions C150 60 125 110 65 65 30x17
5998.00 Ref: STD Bracket
Ref: STD Bracket
2700.00
2700.00
C200 60 135 160 110 75 30x17
4 6 Minor Columns
Ref: STD Bracket C250 60 135 210 160 75 30x17
3013.00 Minor Roof Rafters
Ref: STD Bracket C300 80 165 260 105 95 30x17
4 6 Ref: STD Bracket C350 100 165 310 130 95 30x17
Ref: STD Bracket 4790.00 D* - For C300 & C350 Members & 3mm Plate Minimum
4 10 Eaves Tie & Wall Plate QUANTITY 5 4 Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
5998.00 Ref: STD Bracket 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
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Date
Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 11 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-S11 1
Page 12
600mm Nom. 30
35 600 600mm Nom.
3 265
35 265
35 35 600
3 265
72 35 265 35
45 45
340
260
51
C15019 Rafter 45
260
330
1 1
45
330
260
260
650
261
261
597
49 265
C15019 Rafter 278
20
C35030 Rafter
620
311
110 150
211
268
C35030 Rafter
81
48
0
38
150 110
281
211
35
35
5
260
40
75 35 110
5
44
45 45 330
8
35
TS12010 - 120 Top Hat Batten 75 260
45 35
2-Gauge 14x20 Tek- 2-Gauge 14x20 Tek- 45
1 C35030 Post Screws to Rafter Screws each end of Lap STD Purlin "L" Bracket 330
C35030 Post 1 C20024 to C35030 Post
Note: All Connection Bolts - M16 Galv. Gr8.8 Bolts 1 Note: All Connection Bolts - M16 Galv. Gr8.8 Bolts
C-PURLIN POST/RAFTER HIP CONNECTION - DETAIL 5 C-PURLIN POST/RAFTER HIP CONNECTION - DETAIL 4
Not to Scale
Not to Scale
120 Top Hat TOP HAT BATTEN to C-PURLIN - DETAIL
Not to Scale
35 152 35 C20024 Bearer &
STD Purlin "L" Bracket 2M16 Galv. Bolts
& Backing Plate M12 Galv. Bolts
152
5
82
C20019 Joists C20024 Bearers C20019 Joists
174
110
STD Purlin "L" Bracket
61 Top Hat C20024 to C35030 Post
65
110
C15024 35 82 35 3 3 3 3
5 152 148 90x35 MGP12 In-fill
Timber Stud Framing
250x150x10mm PL M12 Galv. Bolts M12 Galv. Bolts STD Purlin "L" Bracket 170
Note: All Connection Bolts - M12 Galv. Gr8.8 Bolts E41, 6mm CFW to SHS 100x4.0mm SHS & Backing Plate
C-PURLIN POST/RAFTER HIP CONNECTION - DETAIL 7 100x4.0mm SHS 37 37 1
250
160 C35030 Post
Not to Scale M12 Galv. Chemsets
100x4.0mm SHS
Note: All Connection Bolts - M12 Galv. Gr8.8 Bolts
MAZZANINE FLOOR C-PURLIN - DETAIL 2
Not to Scale
160
118
118 21
21
160
Note: All Connection Bolts - M12 Galv. Gr8.8 Bolts
MAZZANINE FLOOR SHS POST C-PURLIN - DETAIL 3
Not to Scale
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
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
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Date
Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 12 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-S12 1
Page 13
125
C15024 Plate & 35 27
2M16 Galv. Bolts 1 C20019 Joists
M12 Galv. Bolts
C15024 Rafter M16 Galv. G8.8 Bolts
5
65
3
45 130 130 45
C35030 Lintel Beam
65
5 27 35
1 95
250x80x10mm PL M12 Galv. Bolts 1 1
E41, 6mm CFW to SHS 1
3328 to Base
STD Purlin "L" Bracket 75x4.0mm SHS 250x80x10mm PL
& Backing Plate END VIEW - DETAIL 6 E41, 6mm CFW to SHS
Not to Scale Conc.
C35030 Post STD Bracket 250x125x10mm PL
M12 Chemset 35 E41, 6mm CFW to SHS M16 Galv. Gr8.8 Bolts
Bolts-125 Embed. 100x4.0mm SHS 37
Note: All Connection Bolts - M12 Galv. Gr8.8 Bolts Note: All Connection Bolts - M12 Galv. Gr8.8 Bolts 250
ROOF RAFTER C-PURLIN - DETAIL 6 STAIR SHS POST C-PURLIN - DETAIL GRID B C-PURLIN LINTEL/BEAM TO POST CONNECTION-DETAIL 7
Not to Scale Not to Scale Not to Scale
45
GENERAL PURPOSE STANDARD "L" BRACKET
310
C35030 Post C-Purlin Size A B C D E H C20024 Mullion
1 310x165x6mm "L" Bracket 4 5
C100 60 110 70 40 50 20x17
25 130 130 100mm Base; 6xM16 Galv. Bolts STD Purlin "L" Bracket
C150 60 125 110 65 65 30x17 Post/Mullion to Conc.
40 M16 Galv. G8.8 Bolts M12 Galv. Bolts
C200 60 135 160 110 75 30x17 Conc.
C250 60 135 210 160 75 30x17
95
165
Conc. C300 80 165 260 105 95 30x17 M12 Chemset
35
C350 100 165 310 130 95 30x17 Bolts-125 Embed.
Note: All Connection Bolts - M12 Galv. Gr8.8 Bolts
D* - For C300 & C350 Members & 3mm Plate Minimum
3xM16 Chemset D
H
TYP. C-PURLIN to CONC. BASE CONNECTION
Bolts-200 Embed. Not to Scale
130 130
Note: All Connection Bolts - M16 Galv. Gr8.8 Bolts D*
E
E
B
MAIN C-PURLIN POST CONNECTION - DETAIL 1
Not to Scale
35
35
C 35
D A
35
A
H
D* Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
C 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. 13 of 21
Mobile: 0419140465
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED
Date Issued: Nov 2024
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-S13 1
Page 14
A B C D E F
30240.00
EB1 EB1 EB1 EB1 EB1
6
PF1 PF1 PF1 PF1 PF1 PF1
EB1
EB2
CJ
CJ
IB1
IB1
IB1
IB1
EB1
DEJ
DEJ
5 PF2
IB1 IB1 IB1 IB1 IB1
PF2 CJ CJ PF2 CJ PF2 CJ PF2 CJ CJ
4 PF2
EB1
IB1
IB1
IB1
IB1
14240.00
CJ
CJ
EB1
EB2
IB1 IB1 PF3 IB1 PF3
3 PF1 CJ IB1 CJ PF1 EB2 CJ PF1 CJ PF1 CJ PF1 CJ PF1
L11TM300 or 3xN12
Barx1200mm Long
EB1
DEJ
DEJ
EB1
CJ
CJ
CJ
IB1
EB2
IB1
IB1
2 PF2 PF2
1
PF2 EB1 PF2 EB1 PF2 EB1 PF2 EB1 PF2 EB1 PF2
FOOTING BEAM & SLAB ON GROUND INFORMATION
SITE CLASS TYPE OF
CONSTRUCTION
FOOTING BEAM
DEPTH (D) mm (Min)
FOOTING BEAM
REINFORCEMENT
FOOTING BEAM
SPACING C/C (m)
SLAB MESH
SLAB LENGTH SLAB LENGTH SLAB LENGTH
FOUNDATION PLAN NOTE:
The information provided on these drawings has been derived solely from the
<18m >18m & <25m >25m & <30m N.T.S Architectural Drawings provided to Blackall Range Consulting Engineer (The Engineer).
FOOTING BEAM & L11TM300 or Z Cage No allowance has been made, other than the site soil conditions shown on the Drawings.
CLASS - M 400 min. >5.0 & <6.0 SL72 SL82 SL92 PF1 - 450mm Dia. C-PURLIN POST FOOTING - BORED PIER; MIN. Where site soil conditions, at the building site differs from that shown on the Structural
SLAB ON GROUND Z17X30810 (ARC) DEPTH (U.N.O) - FOUNDING INTO 150kPa SOIL PROFILE OR WEATHERED ROCK. drawings the Builder shall contact The Engineer for clarification prior to work continuing.
Where discrepancies or anomalies between architectural and structural drawings and
PF2 - 350mm Dia. POST FOOTING - GALV. SHS POST; MIN. 1200mm
DEPTH (U.N.O) - FOUNDING INTO 150kPa SOIL PROFILE OR WEATHERED ROCK. averse site conditions are found such as; member sizes, span and connections, post
footing and foundation, post size, fill areas, tree roots and stumps within foundation
100mm REINFORCE CONCRETE SLAB - MESH (TOP) AS SPECIFIED. areas, rock or rock floaters, backfilled trenches within the foundation area, layers of
unconsolidated soil material below the level where Site Investigation boreholes
termination has not been allowed for. It is the responsibility of the builder to contact The
Engineer where any of the above arise, such that the design can be verified and
amended where required.
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
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. 14 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-S14 1
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