Framing Scope of Work: A Complete Template for GCs and Estimators
Free framing scope of work template for GCs and estimators. Covers key line items, common scope gaps, and how to use Scope Agent to catch missing items.
A well-defined framing scope of work is the structural backbone of any commercial construction contract. Whether you're scoping wood platform framing, light-gauge metal stud systems, or a hybrid engineered-lumber frame, vague scope language creates costly RFIs, re-work, and disputes at buyout. This guide covers the sub-trade requirements, package deliverables, and coordination items every PM or estimator needs in their framing scope of work — along with the gaps most often missed at pre-construction.
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Sub-Trade Specific Requirements
Trade-specific line items that must be explicitly defined in every Framing scope of work.
Framing scopes span a wide range of structural systems. Make sure yours identifies exactly which system and components are in scope before the sub submits a number.
Structural vs. Non-Structural Framing
Structural framing: Load-bearing walls, columns, beams, floor and roof systems. All work must conform to the structural engineer's stamped drawings. Specify lumber species and grade (e.g., SPF No. 2 or Better, Douglas Fir-Larch #1) and size schedule (2×6, 2×8, 2×10, 2×12).
Non-structural framing: Interior partitions, soffits, furring, ceiling grid framing. Specify stud gauge (20-ga. or 25-ga. light-gauge steel) and spacing (16" o.c. or 24" o.c.).
Engineered lumber: LVL beams, PSL columns, wood I-joists (TJI series), and glulam members must be called out by size, span, and manufacturer series. Do not leave this to the sub's discretion.
Fastener Schedules and Connectors
Specify nailing schedules per the applicable IBC/AWC nailing table. Reference the structural drawings for all connector hardware (joist hangers, hurricane ties, hold-downs, post bases).
Specify Simpson Strong-Tie (or approved equal) by model number where the structural engineer requires specific connector capacities.
Require framing sub to provide a fastener schedule submittal prior to beginning work.
Sheathing and Fire Blocking
Structural sheathing: OSB or plywood — specify thickness, span rating (APA Rated Sheathing), and nailing pattern (typically 6" edge / 12" field for walls; 6" edge / 6" field for diaphragm zones).
Fire blocking and draft stopping must comply with IBC Section 718. At a minimum, require blocking at each floor level, at the top of stud walls, and in concealed horizontal spaces. Call out treated lumber where blocking contacts concrete.
Sill plates: pressure-treated lumber (PT) or a capillary break isolator at all slab and grade contact points. Anchor bolt pattern per structural drawings.
Headers, Beams, and Point Load Transfer
Every opening in a load-bearing wall requires a properly sized header with king studs and jack studs per the structural schedule. Confirm the header schedule is included in your drawings — not just the rough opening size.
Point loads from beams above must transfer continuously to the foundation. Verify bearing details at each level and identify where posts or columns are required.
Tip for PMs: The most common framing scope gap is failing to define who installs blocking for future fixtures — toilet backing, grab bars, TV mounts, overhead door tracks, cabinet support. Define this in the framing scope or you will buy it as an add-on later.
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Package Requirements
Items regularly omitted from Framing sub bids that create disputes or unexpected GC costs during construction.
The framing package should be fully defined before the RFP goes out. Incomplete packages lead to qualification-heavy bids that are difficult to compare.
Required Submittals
Framing plan and elevation drawings stamped by the structural engineer of record (SER)
Treated lumber certificates (AWPA UC2, UC3A, UC3B, or UC4A as applicable)
Moisture content certification for dimension lumber (≤19% per ASTM D245 at time of installation)
Temporary Works and Bracing
The framing sub is responsible for all temporary bracing and shoring required to maintain structural stability during construction. Include this explicitly in your scope — do not assume it is standard practice.
Require a temporary bracing plan for any wall exceeding 14' in height, or per local authority requirements.
Best Practices from Leading GCs
Issue framing and MEP rough-in drawings simultaneously to all subs and run a pre-coordination meeting before framing begins. Framing errors that require structural modifications are among the most expensive RFI resolutions in a project.
Define the framing sub's responsibility for waste disposal and housekeeping — cut-off material and sheathing scraps create safety hazards and extra site cleanup costs.
For multi-storey projects, include a floor-by-floor completion schedule with milestone inspections so that MEP rough-in can follow framing without gaps.
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Coordination Requirements
Interface items between Framing and adjacent trades that must be defined upfront to prevent disputes mid-construction.
Framing is the grid every other trade works around. Coordination failures here multiply throughout the project.
MEP Rough-In Penetrations
Electrical, plumbing, mechanical, and HVAC subs must issue rough-in drawings showing all penetrations through framing members prior to framing completion. The framing sub installs sleeves, cripple studs, or double framing around large openings per the drawings.
For plumbing drop walls (chase walls), define the minimum cavity dimension required and coordinate stud orientation (flat vs. edge) with the plumbing sub.
HVAC supply and return chases must be framed to the mechanical contractor's duct schedule. Do not allow framing to proceed before duct sizes are confirmed.
Stair and Shaft Openings
All floor openings for stairs, mechanical shafts, elevator hoistways, and roof penetrations must be double-framed with headers and trimmers per structural drawings. The framing scope must explicitly include all trimmer and header installation — this is frequently excluded by subs who assume it's a separate scope.
Pre-Installation Coordination Checklist
Structural drawings issued for construction (IFC) — confirmed
Slab pour complete and cured to ≥75% design strength before framing begins
Anchor bolt locations surveyed and confirmed
MEP rough-in drawings issued and reviewed for framing conflicts
Backing locations for toilet accessories, grab bars, millwork, and equipment confirmed with architect
Structural inspection points defined and scheduled with local building authority
Tip for Estimators: When reviewing a framing sub's bid, verify that the number includes all connection hardware. A bid that lists "framing lumber only" and excludes joist hangers, hold-downs, and hurricane ties will have significant cost additions at buyout.
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