Start with the opening note of the issued Section 05 72 00: confirm that the drawings locate and detail every decorative metal item, with dimensions, member shapes and sizes, connections, finish, its relation to adjacent work, and the anchorage embedded in other construction, and that every item drawn has a paragraph, since the section writes out only aluminum joint cover assemblies. Then check that the alloy and finish paragraphs kept match the finish schedule, that each anchorage device suits the substrate it is drawn in, that joint covers match the joint widths, movement, and floor finishes drawn, and that the fastener and coating standards cited describe the products intended.
Assemble the review package
Gather the architectural floor plans, reflected ceiling plans, and interior and exterior elevations that locate decorative metal, the finish schedule and any legend of aluminum finishes, the decorative metal details for screens, panels, fascias, trim, sills, and mullions outside a curtain wall, the building expansion joint plan with the joint widths and movement from the structural engineer, the floor finish plan where joint covers cross resilient flooring, tile, or carpet, the wall and ceiling types that receive wall and ceiling joint covers, the structural and masonry details that show the substrate at each anchorage, and the issued Section 05 72 00 with Sections 05 50 13 and 05 05 20, Section 05 14 00.13 if it is used, the joint sealant, fire-resistive joint, and painting sections, and the storefront, curtain wall, and window sections. Follow one exterior item and one floor joint cover from the drawing to their anchors before assuming the others match.
WBDG publishes UFGS 05 72 00: Decorative Metal Specialties as a public guide-specification reference (accessed November 13, 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 |
|---|---|---|
| What the drawings must show, and a paragraph for each item | Opening note (location and details of each item with dimensions, shapes and sizes of members, connections, finishes, and relation to other components; anchorage devices embedded in other construction) + Ornamental Metal Items note (add paragraphs for special items, such as aluminum sills for other than aluminum windows and mullions outside a curtain wall) + Aluminum Joint Cover Assemblies (the only item written out) + plans, elevations, and decorative metal details | Does every decorative metal item on the plans and elevations have a detail with dimensions, member sizes, connections, finish, and anchorage, has a paragraph been added to the issued section for each item other than joint covers, and where a sill, mullion, or trim piece belongs to the window, storefront, or curtain wall work, does the detail say which section governs it? |
| Alloys and product forms | Fabrication note (delete metals not required for the items specified) + Aluminum-Alloy Extrusions, Sheets and Plates, Castings, and Forgings brackets (a stated alloy and temper, a clear anodized option, or an alloy recommended by the producer for integral-color anodizing) + Metals for Fasteners + SD-03 product data + details naming extruded, formed, cast, or forged parts | Do the product forms kept match what the details call for, with unused forms deleted, and in each form, is the alloy bracket kept consistent with the finish chosen, since the section offers a stated alloy for some finishes and a producer-recommended alloy where integral-color anodizing is specified? |
| Finishes, samples, and matching other aluminum | Aluminum Finishes (AA DAF45 designations; options from mill finish through frosted, clear anodized Class I and Class II, polished, satin, matte, polished-frosted, dark bronze integral color, and matching an approved sample) and notes (polished, satin, and matte for ornamental items only; polished-frosted to match aluminum doors, frames, and curtain wall; a color sample on display during bidding) + Samples and Color Charts + Finished Ornamental Metal Work Requirements + finish schedule | Does each item’s finish on the finish schedule or details map to one kept option, where exterior items must match the aluminum doors, storefront, or curtain wall, is the polished-frosted option and anodizing class kept here the same as in those sections, has the specifier corrected the frosted Class II option, whose inch-pound coating range does not match its metric range, and is a color sample available to bidders where integral color is specified? |
| Anchorage to the substrate | Concrete Inserts note (inserts where the anchorage takes direct pull-out, such as fascia flanges) and its two bracketed insert types + Masonry Anchorage Devices note (solid masonry and concrete, nonvibratory shear only) and expansion shield options cited to ASTM C514, which the References article titles as nails for gypsum board + Toggle Bolts note (hollow masonry and stud partitions) cited to ASTM C636/C636M, titled as a ceiling suspension installation practice + Fastening to Construction-in-Place (no fastening to wood plugs) + Setting Masonry Anchorage Devices + wall types and structural details | Does each anchor on the details suit its substrate and load, with cast-in inserts where an item pulls directly on concrete and expansion shields only for shear in solid masonry or concrete, do the wall types behind wall-mounted items show whether they are solid, hollow, or stud construction so the anchor choice can be checked, are load-carrying post-installed anchors sent to Section 05 05 20, and has the specifier replaced the standards cited for expansion shields and toggle bolts, since their titles describe gypsum board nails and ceiling suspension installation? |
| Fasteners and the standards cited for them | Standard Bolts and Nuts, Lag Bolts, Machine Screws, Wood Screws, Plain Washers, and Lock Washers (each pairs a metric and an inch-pound ASME standard) + References article titles (B18.3.3M socket head shoulder screws; B18.2.6 fasteners for structural applications; B18.6.5M metric thread-forming and thread-cutting tapping screws; B18.13 and B18.13.1M screw and washer assemblies) + Metals for Fasteners (aluminum alloys; corrosion-resistant steel with an AISI type bracket) + wall anchor strip screws (cadmium-plated) + floor cover plate screws (corrosion-resistant steel) + Threaded Connections | Does each fastener paragraph cite standards that describe the fastener it names in both unit systems, since several metric citations name a different product from the inch-pound one beside them, is one corrosion-resistant steel type chosen in the AISI brackets, and are cadmium-plated screws at the wall and ceiling anchor strips acceptable to the project, or should they match the corrosion-resistant screws used at the floor cover plates? |
| Shop coatings and dissimilar materials | Shop Paint for Aluminum (primer cited to SSPC PS 11.01, titled a coal tar epoxy polyamide system, to CS 23.00/AWS C2.23M/NACE #12, titled thermal spray coatings for steel, and to the ASTM G71 and G82 galvanic corrosion guides) + Protection of Aluminum from Dissimilar Materials (epoxy polyamide with an aliphatic polyurethane topcoat cited to G71 and G82; pretreatment to ASTM D1730) + Finished Ornamental Metal Work item on unprotected contact surfaces + details where aluminum meets steel, concrete, masonry, or wood + painting section | Do the details show isolation wherever aluminum touches steel, concrete, masonry, or wood, including anchors, sleeves, and embedded frames, has the specifier named the primer and topcoat by a product standard, since the cited documents describe a coal tar system, metallizing of steel, and corrosion test guides rather than an aluminum primer, and does the painting section agree on which coats are applied in the shop and which in the field? |
| Aluminum joint cover assemblies | Aluminum Joint Cover Assemblies (designed for horizontal movement and the joint width indicated; mill finish for exposed-to-view surfaces; frames, anchors, and splices) + Floor Cover Plates brackets (plain, recessed for resilient flooring, or nonslip cast) and patterns and widths indicated + Wall and Ceiling Joint Cover Assemblies (anchor strips, snap-on cover plates, vinyl gaskets for an exterior or interior bracket; filler strips sized flush with the finished floor) + Frosted Finish subparagraph (anodized or lacquered exposed surfaces) + expansion joint plan, floor finish plan, and wall and ceiling types | Do the drawings give the width and the movement at each building expansion joint, and is that movement only horizontal, as the section assumes, or does the structural engineer expect vertical or seismic movement the cover must take, is the floor plate type chosen to suit each floor finish, with recessed plates where resilient flooring continues across, which finish governs the exposed surfaces, since the assembly paragraph says mill finish and the subparagraph says frosted, where do the filler strips belong, since they sit under the wall and ceiling covers but are sized to the finished floor, and where a joint crosses a fire-rated floor or wall, is the fire-resistive joint system specified in its own section? |
| Welding, shop drawings, field measurements, and acceptance | Qualifications for Welding Work note and brackets (Section 05 14 00.13 applies, or welding procedures, tests, and welder qualification to AWS D1.2/D1.2M) + Workmanship (welds behind finished surfaces; exterior items designed for thermal movement at a stated ambient temperature; joints exposed to weather formed to shed water) + Field Measurements (survey of existing conditions before shop drawings) + SD-02 shop and installation drawings + Finished Ornamental Metal Work Requirements + Adjusting and Cleaning + Maintenance Instructions | Is one welding path kept, and where Section 05 14 00.13 is cited, is it in the project manual, since the paragraph applies it and the note says to copy its requirements in if it is not, does the section or the drawings say who designs exterior items for thermal movement, on renovation work, do the drawings identify the existing conditions the survey must capture, and do the closeout requirements collect the aluminum producer’s cleaning and maintenance instructions the section asks for? |
Worked example: a lobby screen on hollow block, a canopy fascia, and an expansion joint under resilient flooring
Illustrative example: an administration building at an installation has a two-story lobby with a perforated aluminum screen wall, an aluminum fascia over the entrance canopy that is meant to match the storefront, and a building expansion joint that runs across a corridor finished in resilient sheet flooring and up the lobby walls. The issued Section 05 72 00 keeps every aluminum product form, three finish options, the plain floor cover plate, and the expansion shield paragraph cited to ASTM C514, and adds no paragraph for the screen or the fascia. The screen detail shows expansion shields into a hollow concrete masonry wall, the fascia detail shows expansion shields into the edge of the canopy’s concrete beam where the fascia pulls straight out, the storefront section specifies a polished-frosted anodized finish while the finish schedule calls the fascia “clear anodized”, and the expansion joint plan gives a joint width but no movement.
Ask the architect to add paragraphs for the screen and the fascia, to change the screen anchors to fasteners suited to hollow block, such as toggle bolts or through-bolts, to set the fascia on cast-in concrete inserts, to state the fascia finish by the same option the storefront uses, and to choose recessed floor cover plates where the resilient flooring continues. Ask the structural engineer for the joint movement and its directions. Ask the specifier to delete unused product forms and finishes, to replace the standards cited for expansion shields, toggle bolts, and the mismatched metric fasteners, to name a primer and topcoat for isolating aluminum, and to resolve the mill and frosted finish wording and the filler strip sentence for the joint covers.
Avoid a false conflict
Section 05 72 00 covers decorative aluminum work and its anchorage. Steel lintels, gratings, bollards, hatches, and the other loose and attached steel items follow Section 05 50 13 and the miscellaneous metal guide, railings follow Section 05 52 00 and the metal railing guide, load-carrying post-installed anchors follow Section 05 05 20 and the post-installed anchor guide, aluminum storefronts and curtain walls follow their own sections and guides, field painting follows the painting section and guide, and sealants and fire-resistive joint systems follow their own sections and the joint sealant and joint systems guides, so check those before calling a requirement missing. Some of the section’s own wording needs resolving: the expansion shield and toggle bolt paragraphs cite standards whose titles describe gypsum board nails and ceiling suspension installation, several metric fastener citations name different products from the inch-pound ones beside them, the primer and topcoat cite a coal tar system, steel metallizing, and corrosion test guides, the joint cover assemblies call for both mill and frosted finish on the same exposed surfaces, the filler strips sit under the wall and ceiling covers but are sized to the finished floor, and one frosted Class II finish prints its inch-pound coating range out of step with its metric range. Ask the specifier which wording the project intends before treating a difference as a design conflict.
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.