Start by sorting the partition types: confirm that every wall framed under the issued Section 09 22 00 falls within the height and lateral load range its opening note sets and has its top lateral support detailed, and that taller, more heavily loaded, or exterior walls are assigned to Section 05 40 00 or a designed system. Then check that the drawings show the location of each framing, furring, and suspension type, the stud thickness for walls carrying cabinetwork and equipment, the head-of-wall joint and the deflection it absorbs, backing locations, opening framing, partial-height wall anchorage, column furring designs, Z-furring depth against the insulation, and the drywall ceiling grid, hangers, and seismic restraint, and that the gaps the section leaves have been edited.
Assemble the review package
Gather the floor plans with partition tags, the partition type schedule with stud depth, thickness, spacing, limiting height, and head condition, the wall sections and head-of-wall details at slabs, decks, and beams, the reflected ceiling plans with gypsum board ceilings, soffits, bulkheads, and access panels, the ceiling sections and drywall grid details, the interior elevations showing cabinetwork, shelving, handrails, grab bars, monitors, and wall-hung equipment, the door schedule and frame details, the life safety plan with rated walls and their UL designs, the column furring and fireproofing details, the exterior wall sections with Z-furring and insulation, any security or penetration-resistant wall types, the structural notes on seismic design category, risk category, and floor and roof deflection, and the issued Section 09 22 00 with Sections 09 29 00, 05 40 00, 09 51 00, 13 48 73, and the lath, plaster, or stucco sections the project uses. Follow one partition type from its bottom track to its head and one ceiling from its hangers to its perimeter before assuming the others match.
WBDG publishes UFGS 09 22 00: Supports for Plaster and Gypsum Board as a public guide-specification reference (accessed November 9, 2026). Use your project’s issued specification and amendments for the actual comparison; the guide specification does not automatically govern your project. The checklist below is an original suggested review workflow, not a reproduction of the UFGS requirements.
Eight checks to run against the issued set
Use one record per location or system. The CSV contains the same eight prompts plus fields for source revisions, observed evidence, the review owner, the decision, and closure references.
| Check | Sources to compare | Question to resolve |
|---|---|---|
| Height, lateral load, and top support limits | Opening note (partition height and lateral load limits; top lateral support specifically detailed on the drawings) + Section 05 40 00 Load-Bearing Cold-Formed Metal Framing note (the same limits; special consideration beyond them) + Non-load Bearing Wall Framing installation (ASTM C754) + partition type schedule + wall sections and head details + structural notes | Does each partition type stay within the height and lateral load range the opening note sets, counting tall gymnasium, warehouse, lobby, and mechanical room walls and any wall that carries pressurization or hanging loads, is the top lateral support detailed for every type, as the note requires, rather than left to the installer, and are walls beyond that range given a designed stud on the schedule and moved to Section 05 40 00 or a framing engineer, since nothing in 09 22 00 covers them? |
| Stud thickness where walls carry cabinetwork and equipment | Non-load Bearing Wall Framing and Furring note and thickness bracket (standard thickness with a heavier stud for walls supporting wall-hung items, or a heavier stud throughout for medical, dental, and similar facilities) + Section 09 29 00 abuse-resistant board note (heavier framing coordinated with 09 22 00) + interior elevations + partition type schedule | Which thickness option did the specifier keep, and do the partition types match it, where the first option is kept, do the interior elevations identify every wall that carries cabinetwork, shelving, handrails, grab bars, monitors, or equipment so the heavier stud reaches those walls, and do walls finished with abuse-resistant board use the heavier framing the 09 29 00 note asks for? |
| Head-of-wall slip joints, firestop tracks, and deflection | Slip-Type Head Joints item (slotted deflection track, clip system with a bracketed minimum movement, or single long-leg track with bridging near the top) + Firestop Tracks item and installation paragraphs + Firestop Track paragraph under the lath systems + structural deflection data + head-of-wall details + rated wall types and joint systems | Does each head-of-wall detail use one of the three slip-type options and say which, is the vertical movement it allows at least the deflection the structural notes give for the slab, deck, or beam above, does each rated wall use a firestop track whose head-of-wall joint system matches its listing, and since PART 3 has firestop track paragraphs but no installation paragraph for the slip-type head joints, do the details or manufacturer data give the fastening that leaves the joint free to move? |
| Backing, framed openings, and partial-height walls | Backing Plate item (fire-retardant-treated wood blocking) and installation paragraph (manufacturer’s instructions) + Framed Openings item (one-piece header and jamb studs) and installation paragraph (approved design) + Partial Wall Framing Connection item and installation paragraph (anchor to the floor as designed by the Engineer of Record; sealer gasket) + interior elevations + door schedule and frame details + structural details | Do the drawings show where backing goes and whether it is the fire-retardant-treated wood the item describes or the steel plate its title suggests, and since the section cites no treatment standard or Division 06 section for that wood, which issued document covers it, do heavy doors and frames get the one-piece header and jamb studs, and whose “approved design” governs them, since the section has no design submittal, and does every half-height wall, counter wall, or guard wall show the floor anchorage and connector the Engineer of Record is to design? |
| Furring at columns, masonry, and insulated exterior walls | Furring Structural Steel Columns items (studs, or UL-listed clips and support angles; UL design numbers indicated or chosen for the rating indicated) + Z-Furring Channels with Wall Insulation items and note (furring depth coordinated with the insulation thickness) + Suspended and Furred Ceiling Systems and Wall Furring for lath + life safety plan + column furring and fireproofing details + exterior wall sections + energy compliance documents | Does every furred steel column carry the UL design number the installation paragraph points to, or a rating from which one can be chosen, and does that design agree with the fireproofing details, is the Z-furring depth kept in the section the one that holds the insulation thickness and R-value the wall sections and energy documents use, and are the masonry and concrete walls to receive furring the ones the fastening bracket names? |
| Drywall ceiling grid, hangers, and perimeter | Suspension Systems Structural Classification (heavy-duty classification under ASTM C635/C635M; note-like text on closer wires and on deflection) + Components (main beams, cross tees, wall moldings, hangers, carrying channel splices, clips) + Suspension Systems installation (ASTM C635/C635M called the installation standard; hanger wire spacing by local practice; manufacturer representative; interior or exterior use) + Suspended and Furred Ceiling Systems installation (ASTM C754) + Section 09 51 00 (no hangers from the underside of steel deck; ASTM C636/C636M) + reflected ceiling plans and ceiling sections | Do the reflected ceiling plans say which gypsum board ceilings use the drywall grid and which use furring channels or studs, do the ceiling sections show where hangers attach to structure and whether they may hang from steel deck, which Section 09 51 00 forbids for acoustical ceilings and this section does not address, are added hangers shown at light fixtures, grilles, and access doors, are exterior soffits on the grid given the coating and wind criteria the section leaves out, and has the specifier replaced the installation paragraph’s reliance on local practice and a manufacturer representative with stated requirements and corrected its call to ASTM C635/C635M as the installation standard, which the References article titles a manufacture, performance, and testing standard? |
| Seismic restraint of partitions and ceilings | Drawing note item on seismic restraint (seismic zones; ANSI/AISC 341 and UFC 3-301-01) + Materials article bracketed sentence (support systems and attachments under ANSI/AISC 341 or UFC 3-301-01 in seismic zones) + Section 13 48 73 component lists (partitions) + Section 09 51 00 seismic details (UFC 3-301-01 and ASTM E580/E580M) + structural notes (seismic design category, risk category) + partition head and ceiling bracing details | Where the structural notes put the building in a seismic design category that calls for bracing, do the drawings show partition top bracing and drywall ceiling bracing and perimeter details, has the specifier replaced the seismic zone wording, which predates seismic design categories, and the pointer to ANSI/AISC 341, the AISC seismic provisions for structural steel buildings, with the nonstructural criteria the project applies through UFC 3-301-01, and is it clear whether partitions are on the component list of Section 13 48 73 and who designs their bracing? |
| Sound, security mesh, coatings, and submittals | Sound Isolation Clips item + Sound-Rated Partitions paragraph (under the lath systems only) + Drywall Penetration Barrier Mesh item and installation paragraph (layout approved by the General Contractor) + Materials and Protective Coating items and coating note (high-humidity environments) + sealer gasket sentences in two installation paragraphs + SD-02 Metal Support Systems, SD-03 Product Data, and the SD-04 Evaluation Reports paragraph + Section 09 29 00 Shaftwall Liner Panel note + partition types, security wall types, and wet room locations | Do sound-rated partition types show the clips, resilient channels, and sealant they rely on, since the only sound-rated framing paragraph sits under the lath systems, are the walls and ceilings that need penetration barrier mesh shown, with the layout approved by the contracting officer rather than the “General Contractor”, has the specifier settled which galvanized coating applies, since the Protective Coating item names two different minimum coatings in consecutive sentences, and the heavier coating for showers, kitchens, and other humid rooms, is a sealer gasket product added for the bottom track the installation paragraphs require, is the evaluation report requirement moved into the submittal list, since UFGS 01 33 00 uses SD-04 for samples, and where Section 09 29 00 specifies shaftwall, have shaftwall studs been added here, as its note asks? |
Worked example: tall gym walls under a partition tag, unbacked exam room cabinets, and a ceiling hung from deck
Illustrative example: a single-story medical and dental clinic addition at an installation in a moderate seismic area uses one interior partition type throughout, framed under the issued Section 09 22 00 with the first stud thickness option kept, and a gypsum board ceiling on a drywall grid in the corridors and waiting areas. The physical therapy gym walls run well above the height range the opening note sets, but they carry the same partition tag as the exam rooms. The interior elevations show upper cabinets, monitors, and dental equipment arms on the exam room walls, but the partition type gives no heavier stud and no backing. The head-of-wall detail shows a slotted deflection track under the steel deck without the deflection it must absorb, the ceiling section hangs the drywall grid from the underside of the steel deck, which Section 09 51 00 forbids for the acoustical ceilings in the same building, and the specification keeps the ANSI/AISC 341 seismic sentence while Section 13 48 73 lists partitions among its braced components.
Ask the architect to give the gym walls their own partition type with a designed stud and top support, moved to Section 05 40 00 or the framing engineer’s scope, to keep the heavier stud where cabinetwork and equipment hang or mark every such wall, and to locate backing on the interior elevations. Ask the structural engineer for the deck and beam deflection the head of wall must take and for a statement of how the partitions and the drywall ceiling are braced and where hangers may attach. Ask the specifier to replace the ANSI/AISC 341 sentence with the nonstructural criteria the project applies, to coordinate the partition entry in Section 13 48 73, and to add the sealer gasket and the slip joint and hanger installation requirements the section leaves out.
Avoid a false conflict
Section 09 22 00 covers non-load-bearing framing, furring, and drywall ceiling suspension for lath, plaster, stucco, and gypsum board. Its notes send load-bearing framing to Section 05 40 00 Cold-Formed Metal Framing and acoustical ceiling suspension to Section 09 51 00 Acoustical Ceilings; the board, accessories, joint treatment, and rated assemblies follow Section 09 29 00 Gypsum Board and the gypsum board guide, lath follows Section 09 22 36 Lath, plaster and stucco follow Sections 09 23 00 and 09 24 23, partition seismic attachment may be listed in Section 13 48 73, and joints and penetrations in rated walls follow Section 07 84 00 Firestopping, all Active on WBDG; check those before calling a requirement missing. Section 09 29 00 tells the specifier to edit this section to add shaftwall liner panel studs and to coordinate heavier framing for abuse-resistant board, so a project with shaftwall or abuse-resistant board should show both edits here. The opening note’s height and lateral load limits tell the specifier when to use the section; they do not size the studs, and stud sizes beyond them, bracing, and seismic restraint are decisions for the architect and the structural engineer. The section lists UFC 3-301-01 as the digital version, while WBDG shows the 2023 edition with Change 6 of January 2026; confirm the version your task order invokes. The current guide section cites ANSI/AISC 341, AISI S220, ASTM A653, C635, C754, C841, and C847, ICC-ES AC98, UFC 3-301-01, and the UL Fire Resistance Directory; confirm the editions your project invokes.
When requirements disagree, follow the project’s document-control and clarification process. Do not assume that drawings always override specifications, or the reverse. Identify the exact sources and request an authorized decision.
Close the issue across the affected documents
Record the location or tag, drawing and specification references, issue dates, observed difference, and the decision needed. Assign an owner and keep the item open until the response identifies the governing requirement. Check the revised drawings and specification references together; a response email alone may leave the issued package inconsistent.
For the overall process, use the guide to drawing and specification conflicts. Mark an inapplicable checklist row with a reason, and distinguish a verified correction from a question that still needs design information.
Where Groundbook fits
Groundbook’s drawing and specification review helps investigate potential disagreements in the documents you supply. Include the relevant specification sections and drawing references, then verify the cited evidence with the responsible reviewers before acting on a finding.