Frame an Exterior Wall Section

A. Finished-Project Specification

Scope: one completed exterior wall section built to the approved plan length, height, stud spacing, and corner configuration; raised, aligned to the established wall line, plumbed, temporarily braced, and connected to the floor system per the approved schedule.

B. Component Schedule

Component	Quantity	Material	Finished Size	Preparation
Bottom plate	Per plan	Per approved plan specification	Wall length, cut square from reference end	Marked with stud, corner, intersection, and hold-down layout
Top plate	Per plan	Per approved plan specification	Wall length, cut square from reference end	Marked with matching layout, aligned with bottom plate
Second top plate	Per plan (if required)	Per approved plan specification	Wall length, lapped at corners and intersections per plan	Installed after wall is raised and aligned, per approved sequence
Common studs	Per plan spacing and wall length	Per approved plan specification	Approved wall height, cut square from reference end	Crowned and oriented consistently
Corner assembly studs	Per specified corner type	Per approved plan specification	Approved wall height	Assembled per the specified corner configuration in Section G
Hold-down studs / post assemblies	Per connection schedule	Per approved plan specification	Approved wall height	Labeled and positioned per the connection schedule
Intersecting-wall backing	Per plan	Per approved plan specification	Per plan detail	Assembled per the specified backing detail

C. Material Takeoff and Fastener/Hardware Schedule

Confirm the complete material takeoff — plate and stud stock lengths and quantities, corner and backing component quantities, hold-down and strap hardware, and fastener types, sizes, and quantities per joint — against the approved exterior wall plan and connection schedule before cutting any material. Do not substitute a fastener, connector, or hardware item not listed on the approved schedule. Record the confirmed takeoff on the wall-framing record before staging material.

D. Acceptance Standards

Check	Standard
Wall length and height	Within the tolerance stated on the approved plan; if no project-specific tolerance is stated, obtain it from the design professional before proceeding
Stud spacing	Matches the approved plan spacing at every location, including corners, intersections, and hold-down studs
Corner geometry	Matches the plan-specified corner type exactly; no substitution of corner configuration
Diagonal comparison (flat assembly)	The two diagonals of the assembled wall differ by no more than the tolerance stated on the approved plan or design professional's direction
Plumb after raising	Within the tolerance stated on the approved plan at the ends, openings, and specified intervals
Bottom-plate alignment	Bottom plate matches the established wall line for its full length
Connection completeness	Every hold-down, strap, and foundation or floor connection specified on the connection schedule is installed and seated per manufacturer instructions

E. Document Review and Preparation (Steps 1–5)

1. Review the exterior wall plan, load-bearing designation, wall height, stud size and spacing, openings, corners, sheathing, hold-downs, and connection schedule. Confirm the revision date against the project's document-control log and record it on the wall-framing record.
2. Verify the subfloor, wall lines, edge protection, material staging, and raising area. Confirm the subfloor has passed the inspection required in Project 05 and that the wall line for this section is marked and legible.
3. Identify the controlling wall end and direction of layout. Mark the controlling end on the plan copy used for field reference.
4. Select plate and stud material matching the approved grade, species or category, treatment, and moisture requirements. Reject stock that does not match the specification or shows defects prohibited by the project specification.
5. Align the top and bottom plates and mark reference ends. Place both plates together with their reference ends flush before any layout mark is made.

F. Plate Layout and Stud Preparation (Steps 6–9)

1. Lay out end studs, common studs, corners, intersecting walls, openings, hold-down studs, and concentrated-load locations. Mark every location on both plates in the same pass using the approved spacing.
2. Transfer layout marks across both plates and label each location. Label each mark with its component type (common stud, king stud, corner, hold-down) as shown on the plan.
3. Measure and prepare studs to the specified wall height. Cut every stud square from a consistent reference end at the height confirmed in Step 1.
4. Crown and orient solid-sawn studs consistently. Sight each stud, mark the crown, and orient all crowns in the same direction per the project specification.

G. Corner, Backing, and Wall Assembly (Steps 10–15)

1. Assemble the approved corner configuration without substituting another corner type. Build the corner exactly as detailed on the plan; do not select a different corner type for convenience.
2. Assemble intersecting-wall backing or ladder backing where shown. Build backing components per the plan detail before installing them in the wall assembly.
3. Place common studs and special studs at their labeled locations. Position every stud at its marked location with crowns oriented per Step 9.
4. Install the bottom plate, top plate, and required second top plate in the approved sequence. Install the second top plate only after the wall is raised and aligned, unless the approved sequence specifies otherwise.
5. Install straps, hold-down studs, post assemblies, or connector framing that must be built into the wall. Position and label each per the connection schedule before fastening.
6. Fasten joints according to the approved wall schedule. Use the fastener type, size, and pattern confirmed in Section C for every joint.

H. Squaring and Raising (Steps 16–22)

1. Verify that studs remain on layout and faces remain flush. Check every stud location against the plate layout marks before squaring.
2. Measure diagonals and square the wall section. Adjust the assembly until both diagonals match within the tolerance confirmed in Section D.
3. Install temporary restraint to preserve square during raising. Fasten a diagonal brace across the flat assembly before lifting.
4. Plan the wall lift, worker positions, equipment, and temporary bracing. Confirm the required worker count, lifting method, and bracing materials are staged before raising begins.
5. Raise the wall and secure it immediately against overturning. Lift the wall using the planned method and install temporary restraint before releasing the lift.
6. Align the bottom plate with the wall line and install approved foundation or floor connections. Confirm the bottom plate matches the wall line for its full length before fastening.
7. Plumb the wall and install temporary braces. Plumb at the ends, openings, and specified intervals, and install braces sufficient to hold the wall stable until permanent connections are complete.

I. Verification and Documentation (Steps 23–25)

1. Verify wall length, height, stud spacing, corner geometry, plate alignment, plumb, straightness, and connection completeness. Check every item against the Acceptance Standards table.
2. Correct authorized deficiencies before adjacent walls or sheathing are installed. Re-verify any corrected item before proceeding.
3. Record wall identification, dimensions, connectors, temporary bracing, and inspection results. Complete the wall-framing record before releasing the wall for the next project.