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Tier 6 · Architectural Specification and Engineering

Writing Section 07 62 00

Where Section 07 62 00 sits among its neighbors and how a section is built in three parts; how to name metals, thickness, finish, wind testing, joints and lengths; a drafting method worked on a parapet run; and how to find defects and verify the work.

4 lessons · about 44 min · 13 diagrams · 1 video

Version 1.0.0

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Lessons

0 of 4 complete

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

    Writing Section 07 62 00: principles and terminology

    The number 07 62 00 and its neighbors, the three parts of a specification section, how a guide specification is edited, how drawings and the section divide the work, and the edge-metal words an ES-1 reader expects.

    You will be able to: Name where 07 62 00 sits in MasterFormat, what the three parts of a section hold, which section owns each roof-edge item, and the terms a flashing section depends on.

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  2. Lesson 2 · 11 min · 12 slides · 8 questions

    Writing Section 07 62 00: materials, standards and design constraints

    How to name a metal, read a thickness in its own unit, ask for a finish and warranty, call for ES-1 edge testing, state movement and piece length, and check the result against what a shop can make.

    You will be able to: Write Part 2 and the performance clauses so only one thing can be supplied: name each metal by designation and year, give thickness in the metal's own unit, ask for the finish and warranty, and state the wind test, the movement and the piece length.

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  3. Lesson 3 · 11 min · 12 slides · 7 questions

    Writing Section 07 62 00: methods and worked application

    An eight-step drafting method, worked on a hypothetical 150 ft parapet run: joint and piece counts, a coping girth check, a hem the spec and drawing must agree on, a length the shop cannot make, and the order of Part 3 work.

    You will be able to: Draft a Part 1, 2 and 3 outline for a roof-edge scope using the owner's numbers, record units and assumptions, and check the draft against the shop's limits.

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  4. Lesson 4 · 11 min · 12 slides · 7 questions

    Writing Section 07 62 00: defects, verification and case study

    Four defect patterns taken from real public sections, a published counterflashing case, the chain of checks from shop drawings to closeout, how to word acceptance of oil canning, and the fall protection that stays in force.

    You will be able to: Find and correct typical defects in a flashing section (conflicts, repeats, floating references and pointers with no details), work a published coordination case, and set the checks that verify the work.

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Practical task

Build a section review and job packet for a hypothetical 150 ft straight parapet run with aluminum 0.050 in coping and gravel stop, finish named by the architect: decide which section owns each edge, mark up a starter Part 2 and Part 3 excerpt, and review three planted clauses.

Hand in

  • A one-page decision rationale choosing which section owns each edge (07 62 00 or 07 71 00), with the sourced reason
  • A marked-up Part 2 and Part 3 excerpt, edited from a starter text using only values from this module, listing the metal and standard with its year, thickness in its own unit, finish, piece lengths and the expansion rule with its owner named
  • An assumptions log with units: each value, whose it is (a specification, AFS limits or assumed) and where it came from
  • A quality checklist naming the submittals to request, the mockup, the field checks and the closeout papers, each with the owner of the clause
  • A defect analysis of three planted clauses: a conflict, a floating edition and a manual named with no details, each with its corrected wording

Rubric

CriterionMeets the standard when
UnitsEvery thickness, length and spacing carries its unit, and a thickness in gauge names its metal.
Whose numberEvery value names its owner (a specification, ES-1 or AFS limits); none is presented as a code or universal rule.
NeighborsEach edge is assigned to one section, and through-wall flashing and manufactured specialties are pointed to their own sections.
AssumptionsAssumptions are listed separately from sourced values, so a reviewer can check each one.
DefectsEach planted clause is classed (conflict, floating edition or pointer only) and corrected to one value, one dated reference or shown details.
Limits and safetyPiece lengths and flat width are checked against AFS limits, no approval or code compliance is claimed, and fall protection at the roof edge is stated.

Module quiz

10 questions drawn from a bank of 30; a new set each attempt. Pass mark 85%.

1. In UFGS, expansion joints in aluminum are at not more than how far apart?
2. Which part of a section describes the quality of the items required for the job?
3. What quoting blank does the coping template give after both hem allowances?
4. What does the UFGS header tell the editor to do with requirements the project does not need?
5. What does ES-1 say installation instructions must include?
6. How does ES-1 describe a cleat?
7. Which MasterFormat 2016 number is Manufactured Copings?
8. What thickness does the AFS register list for 24 ga stainless steel?
9. What does Duke University say about details that come from the SMACNA and NRCA manuals?
10. On the same 150 ft run, how many joints does the University of Houston's 10 ft maximum give?