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Tier 8 · Master Specialist and Technical Leadership

Specification conflicts and design resolution

How to recognise a conflict between drawings, specifications, codes, standards and maker instructions, who ranks the documents and who answers a question about them, and how to settle one in writing before any metal is cut.

4 lessons · about 48 min · 12 diagrams · 2 videos

Version 1.0.0

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Lessons

0 of 4 complete

  1. Lesson 1 · 11 min · 11 slides · 8 questions

    Specification conflicts and design resolution: principles and terminology

    What a specification conflict is, where a statement lives in a section, why the contract itself ranks the documents, why a difference is reported and not decided, and where AFS sits in that chain.

    You will be able to: Name the six kinds of specification conflict, say who ranks the contract documents and who answers a question about them, tell a conflict from a gap, and state what a fabricator never decides alone.

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  2. Lesson 2 · 17 min · 12 slides · 16 questions

    Specification conflicts and design resolution: materials, standards and design constraints

    How code text changes by edition, what ES-1 and ED-1 are for, where two public guide specifications give different joint spacings and wind statements, why a gauge number is not a thickness, and which metals conflict.

    You will be able to: Tell a code requirement from a test standard, a design standard, a guide specification, a manufacturer rule and AFS practice; read an edition correctly; and spot where published values for the same item disagree.

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  3. Lesson 3 · 11 min · 10 slides · 7 questions

    Specification conflicts and design resolution: methods and worked application

    A seven-step method for turning a spotted conflict into a documented decision, with worked examples on joint spacing, thermal movement, piece length, gauge against thickness and one specification line read against AFS.

    You will be able to: Run a seven-step conflict packet on a realistic edge-metal job, recording assumptions, units and the document behind every number.

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  4. Lesson 4 · 9 min · 10 slides · 6 questions

    Specification conflicts and design resolution: defects, verification and case study

    Five defects that an unresolved conflict leaves behind, what each reviewer mark allows, a composite case study walked through the packet, and a screen to run before cutting.

    You will be able to: Diagnose what an unresolved conflict looks like in a specification or a shop drawing, choose a corrective option, and document the evidence for review.

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Practical task

Take one real or given edge-metal specification excerpt (a coping, fascia or gravel stop section with its drawing note) and build a conflict packet: every document with its edition, one row per requirement, each row classified, the contract's precedence clause, a check against what AFS can make, and a written query or variation for the conflict you find.

Hand in

  • A document list with the edition or date of every document and the section number each one uses
  • A requirement table with one row per item (metal, thickness in decimal inches, finish, length, standard and edition, performance), each marked agrees, conflicts or gap
  • The contract's own precedence clause quoted, or a note that none was found and the question is asked instead
  • A shop check against the AFS 10 ft standard piece, the 126 in maximum piece, the 48 in girth limit and the AFS table thicknesses, with the arithmetic shown and every assumption labelled
  • A one-page query or variation quoting both lines with editions, including a side-by-side comparison where something is proposed, and a record of the answer

Rubric

CriterionMeets the standard when
Documents and editionsEvery document is listed with its edition or date, and the section number the project uses is stated before anything is called missing.
ClassificationEach row is marked agrees, conflicts or gap, and a gap is closed by asking for the fact, never by assuming a typical value.
Precedence and authorityThe precedence clause of the actual contract is quoted or its absence noted, and the decision is routed to the party the contract names, not made in the shop.
Shop check and arithmeticLengths, girth and thickness are checked against the AFS limits with units, and example inputs such as a temperature swing are labelled as assumptions.
Written recordThe query or variation quotes both lines, shows a side-by-side comparison where needed, and records who answered and when. No price appears anywhere.

Module quiz

10 questions drawn from a bank of 37; a new set each attempt. Pass mark 85%.

1. Under FAR 52.236-21, who makes a determination in writing on a discrepancy in the figures, drawings or specifications?
2. What is true of Drexel's published ES-1 ratings for a custom AFS profile?
3. For a 60 ft run under VA's 18 ft maximum joint spacing, what is the minimum number of intervals and joints?
4. Using 6.5 x 10^-6 per degF, how far does a 120 in galvanized steel piece move over a 100 degF swing?
5. Per ES-1, an exposed horizontal component of a coping over what size must be tested to RE-3?
6. What is AFS's maximum girth, the total flat width with hems included?
7. Which test methods of ES-1 does the 2012 edition of IBC section 1504.5 name?
8. Which rows does AFS Spec Match compare?
9. Per the AFS table (alloy 3003 basis), how far does a 120 in aluminum piece move over the 100 degF worked-example swing?
10. Which edition of ES-1 does UFGS 07 60 00 (August 2023) list?