Month: April 2025

  • Precision Framing at Sturdee Street LGS for Strength and Stability

    Precision Framing at Sturdee Street LGS for Strength and Stability

    Project Insight: LGS Framing at 57 Sturdee Street, Towragi

    Attention to detail and structural accuracy were at the heart of this Light Gauge Steel (LGS) framing project located at 57 Sturdee Street, Towragi OT 44 DP 8085. Designed as a robust two-storey structure, the building spans 269 square meters and incorporates a complete LGS system consisting of roof trusses and floor joists.

    📌 Project Snapshot:

    Client: Contractors United

    Location: 57 Sturdee Street, Towragi OT 44 DP 8085

    Total Area: 269 sq.m

    No. of Levels: 2

    Total LGS Tonnage: 11.5T

    Roof Type: Gable

    Scope: LGS roof trusses and floor joists

    With 11.5 tonnes of Light Gauge Steel used, this project reflects how LGS systems deliver not only strength but also faster and cleaner construction. The gable roof design allowed for a streamlined truss layout, supporting long-term performance and ease of assembly.

  • LGS Roof Trusses for Duplex & Subdivision – Strength and Simplicity in Denham Court

    LGS Roof Trusses for Duplex & Subdivision – Strength and Simplicity in Denham Court

    Project Spotlight: Proposed Duplex & Subdivision, Denham Court – LGS Framing Excellence

    A recent project in Denham Court, NSW showcases how Light Gauge Steel (LGS) can effectively support duplex and subdivision developments with strength, efficiency, and structural clarity. Located at Lot 5326, Gerraghty Street, this two -storey structure was designed with a gable roof and a complete LGS roof truss system, tailored for precision and durability.

    📌 Project Summary:

    • Client: Ausgreen Steel Frames
    • Location: Gerraghty Street, Denham Court, NSW
    • Total Area: 300 sq.m
    • Number of Levels: 2
    • Total LGS Tonnage: 11.2T
    • Roof Type: Gable
    • Scope of Work: Complete LGS roof trusses

    With a substantial 11.2 tonnes of steel, the project demonstrates how LGS framing solutions are ideal for high-demand residential applications. The LGS roof trusses were meticulously modeled to ensure seamless fabrication and on-site assembly. The gable roof design further enhances structural simplicity while maintaining architectural appeal.

  • Efficient Framing for SDA Multi-Unit Development in Redcliffe

    Efficient Framing for SDA Multi-Unit Development in Redcliffe

    Project Highlight: SDA-Compliant Multi-Unit Development, Redcliffe, QLD

    I’m excited to share my involvement in a Specialist Disability Accommodation (SDA) compliant multi-unit residential development at 113 Dover Rd, Redcliffe. This large-scale, two-storey project brought together the challenges of SDA compliance and multi-unit coordination—making it a great opportunity to showcase the efficiency of Light Gauge Steel (LGS) framing.

    Project Overview:

    • Client: Brisbane Steel Frames
    • Location: Redcliffe, QLD
    • Total Area: 433 sq.m
    • Levels: 2
    • LGS Tonnage: 6.7T
    • Roof Type: Gable
    • Scope: LGS roof trusses only

    My scope involved detailing the LGS roof trusses across the entire building. The challenge was to ensure clean spans, consistent alignments across multiple units, and smooth coordination with other trades—while meeting SDA standards. The total tonnage came in at 6.7T, and every truss was placed with fabrication and installation efficiency in mind.

  • Stylish & Sturdy: Hillsea Court LGS Framing with a Hip Roof

    Stylish & Sturdy: Hillsea Court LGS Framing with a Hip Roof

    Project Highlight: Hillsea Court Residence, Arundel, QLD

    I’m pleased to share another successfully completed Light Gauge Steel (LGS) project: a secure and stylish two-storey residence situated at Lot 38 (No. 25), Hillsea Court, Arundel Drive, Arundel. I had the opportunity to provide the complete LGS detailing for this structure, working closely with Brisbane Steel Frames to deliver precise results.

    Project Overview:

    Client: Brisbane Steel Frames

    Location: Arundel, QLD

    Total Area: 154 sq.m

    Levels: 2

    LGS Tonnage: 3.3T

    Roof Type: Hip

    Scope: Full LGS structure – roof trusses + floor joists

    Though compact in size, the project demanded complete attention to detail due to the hip roof design and full-frame coverage. I was responsible for modeling and detailing the floor system and roof trusses, ensuring clean transitions, proper load paths, and fabrication-ready output.

    With just 3.3T of steel used, efficiency and accuracy were key in meeting the client’s expectations without compromising design intent. Every member was positioned with clarity to help streamline assembly on site.

  • Precision in Every Truss: LGS Detailing for Maple Court Residence, Arundel

    Precision in Every Truss: LGS Detailing for Maple Court Residence, Arundel

    Project Highlight: Maple Court Residence, Arundel, QLD

    I’m happy to share another successful Light Gauge Steel (LGS) detailing project that I recently completed: a well-planned two-storey residence located at Lot 6 (No. 5), Maple Court, Arundel Drive, Arundel. This project was in collaboration with Brisbane Steel Frames, who trusted me with the detailing for key structural components.

    Project Overview:

    • Client: Brisbane Steel Frames
    • Location: Arundel, QLD
    • Total Area: 206 sq.m
    • Levels: 2
    • LGS Tonnage: 4.6T
    • Roof Type: Gable
    • Scope: Roof trusses and floor joists

    For this home, my responsibility was to detail the LGS roof trusses and floor joists to ensure structural integrity and alignment with the architectural layout. I used precision tools and methodologies to ensure that the detailing met fabrication accuracy, while minimizing material wastage.

    Although the tonnage was relatively low at 4.6T, the design required close coordination and clean framing lines to support the residence’s functional and aesthetic goals. Projects like these highlight the efficiency of light gauge steel in low-to-mid-rise residential construction.

  • Berrigan Street Residence: Strength and Stability in Every Detail

    Berrigan Street Residence: Strength and Stability in Every Detail

    Smart & Strong: LGS Framing for a Compact Two-Storey Residence in Southport, QLD

    Project Highlight: Berrigan Street Residence, Southport QLD

    I’m excited to share one of my recent Light Gauge Steel (LGS) detailing projects: a modern two-level residence located at Lot 124 (No. 11), Berrigan Street, Southport, QLD. This project was executed for Brisbane Steel Frames, who entrusted me with the complete LGS framework.

    Project Overview:

    • Client: Brisbane Steel Frames
    • Location: Southport, QLD
    • Total Area: 135 sq.m
    • Levels: Ground + First
    • LGS Tonnage: 7.1T
    • Roof Type: Gable
    • Scope: Full LGS package including floor joists and roof trusses

  • From Missed Details to Valuable Lessons – A Take-Off Journey at UTAS Stadium Redevelopment

    From Missed Details to Valuable Lessons – A Take-Off Journey at UTAS Stadium Redevelopment

    Scope of the Project

    We were initially requested to prepare a material take-off and model for the UTAS Stadium Redevelopment project. The scope clearly included handrails and balustrades for multiple areas.

    Jobs like this are inherently more complicated than standard steel take-offs. They often require:

    • Detailed coordination between architectural and structural drawings
    • Consideration of site-specific conditions, such as existing structures that may need rust removal and recoating
    • Identification of non-typical items like steel grating over EAs, which may only be mentioned in notes—not shown in drawings
    • Understanding what is in scope and out of scope, especially for existing vs. new elements

    Example: In other jobs like Respect Care Avonlea, the scope required rust removal and recoating of existing steel. These unique elements must be clearly marked as in or out of scope so the person quoting knows how to price it.

    Also, it’s important to remember that not all steel items are drawn with lines. Some only appear in notes.

    Initial Submission & Review

    Our team submitted the initial take-off. However, during review, Mr. Koshy pointed out that handrails and balustrades were missing.

    👉 This was a valuable reminder that some clients require these items, especially when they’re a focus of the job, while others may choose not to quote on them. Knowing what matters to each client is essential.

    Given that this take-off was for quoting purposes, accuracy was vital. Even a small oversight could result in:

    • Financial miscalculations
    • Client dissatisfaction
    • Loss of trust or future jobs
    • Reduced team incentives

    This feedback helped us pause, reflect, and improve our approach for the future.

    Why Accuracy Matters in Take-Offs

    This wasn’t just a drawing task—it was a cost-based take-off used for budgeting and quoting. An error in such cases can:

    • Lead to incorrect cost estimations
    • Affect the project’s financial feasibility
    • Create production issues if the quote is rejected
    • Ultimately impact our credibility and incentives

    Moreover, certain items – like balustrades, stairs, and grating – are intricate and time-consuming to fabricate. These should not be quoted on a tonnage basis. It’s important to flag such elements to clients so they can be quoted separately and priced appropriately.

    Issues with the Take-Off

    Further review revealed that purlins and bridging members were missing. These were likely deleted during the cleanup process (e.g., using OVERKILL) without a proper post-cleanup check.

    A senior detailer shared three essential lessons that helped us improve:

    1. Double-Check After Cleanup

    Tools like OVERKILL are useful for removing duplicates, but they can unintentionally delete important steel items.

    Always:

    • Check the model space thoroughly after cleanup
    • Re-import or re-check structural drawings to confirm all members are intact
    • Visually verify all key components before finalizing the take-off

    2. Understand the Scope Clearly Before Starting

    Don’t jump into modelling or marking up without:

    • Carefully reading the client’s request and job brief
    • Noting special requirements such as rust removal, coatings, or integration with existing structures
    • Identifying what’s included/excluded from scope (e.g., stairs, handrails, balustrades, fixing brackets, grating)

    3. Follow Disciplined Modelling Practices

    A clean and organized model helps avoid confusion. This includes:

    • Using correct layer management
    • Extending beam lines to column blocks or grids
    • Using proper naming (e.g., RODXX for rod members in schedules)
    • Keeping the model aligned with architectural and structural references

    Key Learning Points

    We’ve compiled the following key tips from this project and past experiences:

    • Check material grades (e.g., use G450 for purlins and bridging if noted).
    • Always read both structural and architectural notes—some items exist only in notes.
    • Compare drawings -they may not match exactly.
    • Mark PDFs clearly during take-offs to show what’s included.
    • Flag special or intricate items like stairs, balustrades, grating – these are not suited for tonnage pricing.
    • List all exclusions clearly.
    • Mention that take-offs are rough estimates, and clients should verify quantities.
    • Follow consistent modelling practices for clean reporting and review.

  • Smart Framing Decisions in LGS: My Experience at Mickleham Child Care

    Smart Framing Decisions in LGS: My Experience at Mickleham Child Care

    I recently worked on a Light Gauge Steel (LGS) detailing project for a single-story building. Mickleham Child Care. The project involved a 6° sloped metal roof, supported by 2-inch top-hat trusses.

    Refer the below image:

    The building also had a roof overhang on both the top and bottom eaves, which needed proper support framing.

    Refer the below image:

    To cover the overhangs efficiently, I proposed a hybrid roof concept, combining roof trusses with a roof frame. The client reviewed and approved this concept, and I prepared the framing layout accordingly.

    Challenges Faced During Detailing

    As a designer and detailer, I always try to provide practical solutions based on the information available, keeping in mind both structural logic and constructability. However, as I’m not a licensed structural engineer, I work within the limits of what’s acceptable from a detailing standpoint.

    After submitting the overhang frame design, we had a Teams meeting with the client and their team. They shared a few valuable suggestions to improve stability:

    • Use double noggings for better bracing:
      The initial design had single noggings, but the client pointed out that double noggings improve lateral stability, especially in wind-prone regions or when the overhang is long. Doubling up helps reduce flex and provides better load distribution.

    Refer the below image:

    • Use triple studs at key points:
      At certain locations, studs were positioned directly above supporting members or points bearing higher loads. The client recommended triple studs to prevent buckling and improve vertical load transfer in those critical areas.

    Refer the below image:

    • Re-orient the overhang frame layout:
      Initially, I had vertical members as studs and horizontal members as noggings. The client suggested a reversal — horizontal members as studs and vertical members as noggings — so that the framing better supported the roof sheeting direction and provided more consistent strength along the overhang.

    These insights from the client were genuinely helpful and added value to the final outcome.

    Practical Constraints and Adaptation

    Initially, I had created the frame using the Scottsdale software, which by default builds vertical studs and horizontal noggings. To meet the client’s updated request, I had to manually revise the layout in the Scot simulator, which took some additional time and effort. I explained this to the client, and they understood that software limitations sometimes require a manual approach.

    While making these changes, I also adjusted the truss height to match the roof RL ensuring that the roof frame sitting above the truss aligned perfectly with the original design elevation. The final result was a stable, clean solution that maintained the intended levels and supported the overhang well.

    Reflecting on a Similar Experience

    After this session, I revisited an earlier job I worked on – Lot 202 Mount Keira Rd, Mount Keira – where I had used a similar overhang framing concept. That job was successfully completed on site without any issues, and the detailing approach was almost the same as my original proposal in this current project.

    This comparison helped me realize that different clients can have different expectations, even for similar framing problems. It’s not always about what’s right or wrong – it’s about understanding the specific needs of each project and adapting to them.

    What I Learned

    This experience was a strong reminder of a few key things:

    • Client feedback is essential — it helps enhance and refine design decisions.
    • Software is just a tool — manual adjustments are sometimes necessary to suit real-world conditions.
    • Every project is a learning opportunity, even when the problems feel familiar.

    I’m glad this task helped me explore more about overhang framing logic, client coordination, and working beyond default software configurations. I’m sharing this in the hope that it helps someone working on similar LGS roof detailing situations.

  • QR code for Trimble Connect

    QR Code for Trimble Connect to be on Every GA drawing.

    Produce Steel only IFC Model, upload to trimble connect.

    Use the following link to download QR Code Generator