{"id":518,"date":"2026-06-16T08:24:48","date_gmt":"2026-06-16T13:24:48","guid":{"rendered":"https:\/\/flikt.ai\/?p=518"},"modified":"2026-06-16T08:42:35","modified_gmt":"2026-06-16T13:42:35","slug":"pre-construction-qa-checklist","status":"publish","type":"post","link":"https:\/\/flikt.ai\/es\/pre-construction-qa-checklist\/","title":{"rendered":"Pre-Construction QA: A Practical Checklist"},"content":{"rendered":"<p>The cheapest version of a construction defect is the one you find on a PDF. A conflict caught during plan review costs a markup and a coordination meeting. The same conflict caught in the field costs demolition, rework, a change order, and schedule \u2014 industry experience puts that ratio at roughly ten to one.<\/p>\n<p>Pre-construction QA is the discipline of finding those conflicts before ground breaks: reading the full document set, verifying that the disciplines agree, and confirming that what the drawings show can actually be built. It is not glamorous work. It is also not optional if you are the one who absorbs the cost when things go wrong.<\/p>\n<p>This checklist runs through what pre-construction QA actually covers, discipline by discipline, with the coordination seams and completeness checks that matter most. It is organized for a practitioner \u2014 a GC chief estimator, an owner&#8217;s rep, a project manager doing a final review before bid \u2014 not for a consultant&#8217;s deliverable.<\/p>\n<hr \/>\n<h2 id=\"who-owns-pre-construction-qa--and-when-it-runs\">Who owns pre-construction QA \u2014 and when it runs<\/h2>\n<p>Pre-construction QA does not belong to one role. Different parties run it at different times for different reasons:<\/p>\n<ul>\n<li><strong>The design team<\/strong> runs internal QA before issuing for permit or bid \u2014 verifying that their own disciplines are internally consistent and that the spec matches the drawings.<\/li>\n<li><strong>The general contractor<\/strong> runs it at bid and again at pre-construction \u2014 looking for the constructability issues, coordination gaps, and scope conflicts that affect schedule, subcontractor buyout, and contingency sizing.<\/li>\n<li><strong>The owner or owner&#8217;s rep<\/strong> runs it (or should) before committing to a GC price \u2014 because the conflicts that get built into the structure get built into the change orders, not into the bid.<\/li>\n<\/ul>\n<p>The right answer for when to run it: <strong>as early as possible, and again when the documents are updated.<\/strong> A conflict found during design development costs a revision. A conflict found after permit is issued costs a reissue. A conflict found after mobilization costs a change order.<\/p>\n<hr \/>\n<h2 id=\"checklist-by-discipline\">Checklist by discipline<\/h2>\n<h3 id=\"architectural\">Architectural<\/h3>\n<ul class=\"task-list\">\n<li><label><input type=\"checkbox\" \/>All sheets referenced in the TOC are present and current revision.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Room finish schedule matches finish notation on floor plans.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Door schedule is consistent with door locations and hardware specs.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Window schedule and elevation callouts agree; sizes and types align with energy compliance documentation.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Reflected ceiling plans match architectural plans for wall locations, column lines, and room extents.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Interior elevations are provided for every room with custom millwork, casework, or height-critical elements.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Partition types defined in the legend are actually used consistently across plans.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Egress paths, exit widths, and occupancy loads are documented and code-consistent.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Accessibility clearances are shown for accessible fixtures, turning radii, and maneuvering clearances.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Stair and guardrail dimensions, riser\/tread ratios, and intermediate landing dimensions are specified.<\/label><\/li>\n<\/ul>\n<h3 id=\"structural\">Structural<\/h3>\n<ul class=\"task-list\">\n<li><label><input type=\"checkbox\" \/>Column grid is consistent between architectural and structural drawings \u2014 column lines, offsets, and bays agree.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Foundation plan matches building footprint shown on architectural site plan.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Bearing walls and shear walls are located on structural plans and do not conflict with the architectural program (door and window openings, mechanical chases, duct routes).<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Structural member depths and widths are coordinated with floor-to-floor heights; verify no low-beam conflicts with required ceiling heights or duct zones.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Connection details are called out and provided for all non-standard framing conditions.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Slab thickness, finish elevation, and penetration schedules are specified and consistent with MEP requirements.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Hold-down locations and lateral system components are shown clearly and don&#8217;t conflict with architectural openings.<\/label><\/li>\n<\/ul>\n<h3 id=\"mechanical--hvac\">Mechanical \/ HVAC<\/h3>\n<ul class=\"task-list\">\n<li><label><input type=\"checkbox\" \/>Duct mains are routed and sized on mechanical plans; primary routes avoid structural shear walls, beams, and column lines.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Equipment room sizes match the mechanical schedule; service clearances are shown.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Mechanical drawings show penetrations through rated assemblies and call out required fire dampers or smoke dampers.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Duct heights and routing fit within available plenum space after accounting for structure, electrical conduit, and plumbing.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>HVAC equipment access panels and filter service routes are coordinated with ceiling heights and adjacent construction.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Exhaust and fresh-air intakes are located to code minimums for separation from each other and from adjacent openings.<\/label><\/li>\n<\/ul>\n<h3 id=\"plumbing\">Plumbing<\/h3>\n<ul class=\"task-list\">\n<li><label><input type=\"checkbox\" \/>Plumbing fixture schedule matches fixture count and types shown on floor plans.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Waste and vent risers are located in pipe chases that are sized on the drawings; chase widths accommodate cleanout access.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Horizontal waste runs are coordinated with structural framing; beam and joist penetrations are either detailed or flagged for coordination.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Water heater capacities and fuel types match the mechanical\/electrical scope.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Backflow prevention, pressure-reducing valves, and isolation valve locations are shown.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Plumbing plans confirm accessible fixture clearances match architectural plans.<\/label><\/li>\n<\/ul>\n<h3 id=\"electrical\">Electrical<\/h3>\n<ul class=\"task-list\">\n<li><label><input type=\"checkbox\" \/>Panel schedules are present and load calculations are provided; service size matches total calculated load.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Lighting plan and reflected ceiling plan agree on fixture types, locations, and switching.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Power plan provides dedicated circuits for all equipment shown on mechanical, kitchen, or lab schedules.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Fire alarm device layout covers all occupiable areas; coverage extends to any areas shown as new construction.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Emergency egress lighting and exit signage are shown for all required locations.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Conduit routing in the ceiling plenum is shown or at minimum acknowledged; pathway conflicts with duct mains are flagged.<\/label><\/li>\n<\/ul>\n<h3 id=\"civil--site\">Civil \/ Site<\/h3>\n<ul class=\"task-list\">\n<li><label><input type=\"checkbox\" \/>Site plan grading is consistent with building finished floor elevation; drainage flows away from the structure.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Utility entry points (gas, water, sewer, electrical) are shown on both civil and architectural\/MEP sheets consistently.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Paving limits and curb lines match the architectural site plan and parking layout.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>ADA-accessible routes from parking to building entries are shown, dimensioned, and grade-consistent.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Stormwater management (detention, infiltration, swales) is sized and located on civil drawings.<\/label><\/li>\n<\/ul>\n<hr \/>\n<h2 id=\"cross-discipline-coordination-checks\">Cross-discipline coordination checks<\/h2>\n<p>This is where the money is. Individual disciplines can each be internally correct while still contradicting each other \u2014 and those inter-discipline conflicts are the ones that cost $28,000\u2013$45,000 and two to three weeks of schedule when they surface in the field. (That figure comes from a real project in Flikt&#8217;s dataset, documented on <a href=\"\/es\/la-evidencia\/\">la p\u00e1gina de evidencia<\/a>.)<\/p>\n<p>The seams to check:<\/p>\n<ul>\n<li><strong>Structural vs. mechanical:<\/strong> shear walls, beams, and column caps in the paths of duct mains, pipe risers, and conduit runs. Verify that duct routes have actual clearance to run where the mechanical drawings show them running, accounting for structural member depths.<\/li>\n<li><strong>Architectural vs. structural:<\/strong> slab-to-slab heights on architectural plans match the floor-to-floor dimensions in the structural sections. Discrepancies show up as conflicts between ceiling height, mechanical depth, and structural member depth.<\/li>\n<li><strong>Mechanical vs. electrical:<\/strong> ceiling plenum space is shared. HVAC ductwork, lighting fixtures, sprinkler mains, and electrical conduit are all competing for the same zone. In tight plenum conditions this requires explicit coordination \u2014 not just independent plans that fit on their own.<\/li>\n<li><strong>Plumbing vs. structural:<\/strong> horizontal waste runs below slab or between framing require structural penetrations. Where they&#8217;re not detailed, they become field RFIs.<\/li>\n<li><strong>Spec vs. drawings:<\/strong> the project manual and the drawings are separate documents prepared by separate parties and sometimes updated separately. Product types, fire ratings, finish levels, and performance specs should be cross-checked \u2014 disagreements become scope gaps at buyout.<\/li>\n<\/ul>\n<p>On one real project, <strong>m\u00e1s de 40 \u00f3rdenes de cambio<\/strong> traced back to conflicts between 2D plan sheets alone \u2014 not latent site conditions, not owner changes. Just sheets that didn&#8217;t agree. That&#8217;s the baseline case for treating cross-discipline coordination as its own review category, not an afterthought. The <a href=\"\/es\/las-fallas-en-la-coordinacion-de-mep-mecanica-electrica-y-plomeria-cuestan-a-las-multifamily\/\">MEP coordination failures in multifamily construction<\/a> post documents what this looks like in practice.<\/p>\n<hr \/>\n<h2 id=\"completeness-checks\">Completeness checks<\/h2>\n<p>A drawing set can be internally consistent and still be missing things. Completeness checks are a separate pass:<\/p>\n<ul>\n<li><strong>Sheet index vs. actual sheets:<\/strong> every sheet listed in the index is present; no sheet is present but unlisted. Missing sheets at bid create scope gaps and contingency guesswork.<\/li>\n<li><strong>Referenced details:<\/strong> every note or callout that says &#8220;see detail X on sheet Y&#8221; should actually have a detail there. Orphan references are either omissions or revision artifacts that didn&#8217;t get cleaned up.<\/li>\n<\/ul>\n<ul class=\"task-list\">\n<li><label><input type=\"checkbox\" \/>All specifications sections in the project manual have corresponding scope in the drawings; no spec section is orphaned (specifying a product or system that appears nowhere in the drawing set).<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>Addenda and bulletins are incorporated \u2014 if the review is post-addendum, the drawing set reflects the revisions.<\/label><\/li>\n<li><label><input type=\"checkbox\" \/>General notes and special inspection requirements are present and consistent with the structural and geotechnical recommendations.<\/label><\/li>\n<\/ul>\n<p>For the broader document-review workflow this feeds into, see the <a href=\"\/es\/lista-de-verificacion-para-la-revision-de-documentos-de-construccion\/\">Lista de verificaci\u00f3n para la revisi\u00f3n de documentos de construcci\u00f3n<\/a>.<\/p>\n<hr \/>\n<h2 id=\"constructability-and-sequencing-checks\">Constructability and sequencing checks<\/h2>\n<p>Not every conflict is a documentation error. Some are legitimate design choices that create construction problems:<\/p>\n<ul>\n<li>Can the structure be built in the sequence the drawings imply? Are there access constraints for crane picks, formwork, or precast erection?<\/li>\n<li>Do underground utilities need to be installed before foundation work begins \u2014 and are their locations confirmed?<\/li>\n<li>Are there long-lead materials (structural steel, custom glazing, equipment) that need to be ordered before design is fully resolved? If so, which details are still open?<\/li>\n<li>Are any details shown in a way that&#8217;s technically correct but practically difficult to build or inspect? Standard connections should be preferred where the drawings leave ambiguity.<\/li>\n<li>Is there a concrete or masonry scope that requires shop drawings before construction? Is that lead time in the schedule?<\/li>\n<\/ul>\n<p>For a more detailed treatment, see <a href=\"\/es\/revision-de-constructibilidad\/\">constructability review: what it is and how to run one<\/a>.<\/p>\n<hr \/>\n<h2 id=\"where-automated-review-fits-in-this-process\">Where automated review fits in this process<\/h2>\n<p>Manual pre-construction QA is thorough when time and personnel allow. In practice, a drawing set of several hundred sheets cannot be fully cross-checked sheet against sheet by a reviewer working against a bid deadline. The cross-discipline seams and spec conflicts described above are exactly the ones that fall through.<\/p>\n<p><a href=\"\/es\/guia-de-revision-de-planes-con-inteligencia-artificial\/\">Plan de revisi\u00f3n de construcci\u00f3n con IA<\/a> works on the 2D PDF set you already have \u2014 no BIM, no model, no additional software licensing. It reads the full set, cross-references disciplines and specs, and surfaces the conflict categories this checklist describes: spec mismatches, cross-sheet dimension conflicts, coordination gaps, missing scope. It runs at design review, before bid, before mobilization \u2014 not after a coordination-ready model has been built.<\/p>\n<p>Flikt&#8217;s benchmark for drawing quality is <strong>conflictos por cada 100 hojas<\/strong>: how many real conflicts a set contains, normalized by size. It&#8217;s a consistent, comparable signal across projects and design teams. You can see what it looks like in practice at <a href=\"\/es\/conflictos-por-cada-100-hojas\/\">conflictos por cada 100 hojas<\/a>.<\/p>\n<p>The checklist above reflects what a thorough manual review covers. AI review is not a replacement for the judgment it takes to prioritize and triage what it finds \u2014 but it is a coverage layer that doesn&#8217;t get tired, doesn&#8217;t skip the spec, and doesn&#8217;t run out of time before bid day.<\/p>\n<p>If you want to connect the findings of a pre-construction QA to the downstream risk it addresses, start with <a href=\"\/es\/how-to-reduce-rfis\/\">c\u00f3mo reducir las Solicitudes de Informaci\u00f3n (RFIs) antes del inicio de la construcci\u00f3n<\/a>. The RFI is what an unresolved conflict becomes once the project is underway; the checklist is what prevents it.<\/p>\n<hr \/>\n<p><em>Flikt reviews 2D PDF drawing sets for cross-discipline conflicts before construction \u2014 no BIM required. If you want to see what conflicts actually look like on real projects, <a href=\"\/es\/la-evidencia\/\">visit the evidence page<\/a>. For owners and owner&#8217;s reps managing design quality across multiple projects, <a href=\"\/es\/para-representantes-de-propietarios\/\">see how Flikt works for owner&#8217;s reps<\/a>.<\/em><\/p>\n<div style=\"margin:48px 0 8px;padding:36px 28px;background:#1e3a5f;border-radius:14px;text-align:center;\">\n<h3 style=\"color:#ffffff;margin:0 0 8px;font-size:26px;font-weight:700;line-height:1.2;\">\u00bfListo para detectar conflictos a tiempo?<\/h3>\n<p style=\"color:#cbd5e1;margin:0 auto 22px;font-size:16px;max-width:520px;\">Sube tu conjunto de planos y obt\u00e9n detecci\u00f3n de conflictos con IA, no se requiere BIM.<\/p>\n<p><a href=\"https:\/\/app.flikt.ai\" style=\"display:inline-block;margin:6px;padding:13px 30px;background:#FFD60A;color:#1e3a5f;font-weight:700;font-size:16px;border-radius:8px;text-decoration:none;\">Comenzar<\/a><br \/>\n<a href=\"https:\/\/flikt.ai\/es\/contacto\/\" style=\"display:inline-block;margin:6px;padding:13px 30px;background:transparent;color:#ffffff;font-weight:600;font-size:16px;border:2px solid #ffffff;border-radius:8px;text-decoration:none;\">\ud83d\udcc5 Reservar una demostraci\u00f3n<\/a>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>The cheapest version of a construction defect is the one you find on a PDF. A conflict caught during plan review costs a markup and a coordination meeting. The same conflict caught in the field costs demolition, rework, a change order, and schedule \u2014 industry experience puts that ratio at roughly ten to one. Pre-construction [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1],"tags":[],"class_list":["post-518","post","type-post","status-publish","format-standard","hentry","category-blogging"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.8 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Pre-Construction QA: A Practical Checklist - Flikt.AI<\/title>\n<meta name=\"description\" content=\"A discipline-by-discipline pre-construction QA checklist: architectural, structural, MEP, cross-discipline, and completeness checks \u2014 and where AI fits in.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/flikt.ai\/es\/pre-construction-qa-checklist\/\" \/>\n<meta property=\"og:locale\" content=\"es_MX\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Pre-Construction QA: A Practical Checklist - 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