Perform a Framing Lumber Takeoff

A. Finished-Project Specification

Quantity: one framing lumber takeoff covering sill, floor, wall, ceiling, roof, stair, porch, deck, and miscellaneous framing, organized by species, grade, treatment, engineered product, size, length, location, and function, entered into the Chapter 1 workbook's framing cost-code section, with a companion connector and fastener list, member-specific waste, converted stock lengths, framing labor, dated pricing, and a completed reconciliation record.

B. Framing Component Schedule

Component Group	Basis	Contents	Reconciliation Check
Sill and floor framing	Section E, Steps 4, 12–13	Sill plates, band joists, floor joists, engineered floor members, rim board, squash blocks, stiffeners, bridging	Floor area from plan dimensions
Wall framing	Section E, Steps 5–9	Studs, plates, king/trimmer/cripple studs at openings, tall/rake/pony/furred/specialty walls	Total wall length from plan dimensions
Headers and beams	Section E, Steps 10–11	Headers by opening, beams, girders, posts, columns, engineered members from schedules	Opening schedule and structural schedule
Ceiling and roof framing	Section E, Steps 15–18	Ceiling joists, ties, rafters, ridge, valley, hip, outlookers, subfascia, roof blocking, trusses	Roof-plane area from plan dimensions
Stair and miscellaneous framing	Section E, Steps 14, 19	Stair stringers, landings, fire blocking, draft stopping, nailers, cabinet backing, rail backing	Stair schedule and finish-plan backing notes
Connector and fastener companion list	Section F, Step 4	Hangers, straps, clips, anchors, bolts, screws, nails, adhesive	Cross-checked against member count by connection type

C. Framing Material Categories

• Dimensional lumber: species, grade, treatment, and moisture condition as identified in structural notes and specifications; waste applied by stock length, defects, culling, damage, and framing complexity.
• Engineered products: I-joists, floor trusses, LVL, PSL, LSL, glulam, rim boards, squash blocks, stiffeners, and bridging sized from the manufacturer's design table identified in the structural documents; priced by exact length without generic waste.
• Roof trusses: identified by mark, quantity, span, profile, pitch, heel, and overhang directly from the truss schedule; not redesigned or substituted.
• Treated and specialty lumber: ground-contact, exterior, fire-retardant, appearance, and standard lumber separated and not interchanged.

D. Column and Formula Schedule

Column	Type	Formula or Source Basis
Location, function, source	Input	Entered directly from the plan sheet, section, schedule, or detail reference
Species, grade, treatment	Input	From structural notes and specifications; source field required
Net length or count	Input	Measured or counted from approved documents
Stock length	Input	Selected from the approved stock-length reference; source recorded
Waste percentage	Input	Member-specific rate per Section C; not applied to exact-length engineered members
Order quantity	Formula	Net quantity × (1 + waste), optimized to stock length
Material cost	Formula	Order quantity × dated unit cost from quotation
Labor hours	Formula	From the production-rate basis by floor, wall, roof, stair, or miscellaneous task
Labor cost	Formula	Hours × burdened labor rate
Direct cost	Formula	Material cost + labor cost + connector and fastener cost

E. Document Review and Member Identification Procedure

1. Review architectural, structural, framing, section, schedule, detail, and truss documents. Confirm revision status against the Chapter 2 document register before beginning.
2. Identify species, grade, treatment, moisture condition, engineered products, stock lengths, and connector requirements. Record each on the framing takeoff worksheet with its source.
3. Separate sill, floor, wall, ceiling, roof, stair, porch, deck, and miscellaneous framing. Create a labeled section in the workbook for each.
4. Measure sill plates and separate treated material, seal, anchors, and splices. Record sill length by wall line and treatment type.
5. Count exterior and interior studs by wall length, spacing, height, and type. Use the approved on-center spacing from the structural notes.
6. Add studs for corners, intersections, backing, wall ends, and approved details. Use the framing detail identified in the structural documents for each condition.
7. Count king, trimmer, cripple, jamb, and specialty studs at openings. Cross-reference the opening schedule for each opening's width and height.
8. Calculate bottom and top plates by wall length, layer, lap, intersection, and stock length. Record the number of plate layers specified for the wall type.
9. Identify tall, rake, pony, furred, double, and specialty walls. Flag each for its own stud and plate calculation rather than the standard wall formula.
10. Count headers by opening, span, material, ply, and size from the structural schedule. Do not assign a header size that is not shown on the schedule; log a clarification instead.
11. Count beams, girders, posts, columns, and engineered members from schedules. Record species or product, size, ply, and bearing condition for each.
12. Measure joists by layout, span, spacing, bearing, cantilever, rim, and stock length. Confirm spacing against the structural floor framing plan.
13. Count I-joists, floor trusses, LVL, PSL, LSL, glulam, rim boards, squash blocks, stiffeners, and bridging. Use the manufacturer's design table identified in the structural documents.
14. Count stair stringers, landings, openings, and supports. Use approved stair details only; do not calculate stringer geometry without a detail.
15. Measure ceiling joists, ties, backing, and attic platforms. Record spacing and span from the ceiling framing plan.
16. Count rafters by plane, spacing, span, tail, ridge, valley, hip, jack, and overhang. Separate each roof plane by slope and framing type.
17. Count ridge, valley, hip, outlookers, subfascia, ladder framing, and roof blocking. Record length and quantity for each roof-plane intersection.
18. Identify trusses by mark, quantity, span, profile, pitch, heel, and overhang. Use the truss schedule exactly as issued; do not substitute a field-calculated truss count.
19. Measure fire blocking, draft stopping, nailers, cabinet backing, rail backing, and miscellaneous support. Record location and length for each from the finish and structural notes.

F. Material Separation, Stock Optimization, and Waste Procedure

1. Separate ground-contact, exterior, fire-retardant, appearance, and standard lumber. Confirm each assignment against the structural notes and specifications.
2. Convert net lengths into available stock lengths and optimize cuts. Use the approved stock-length reference; record the source confirming availability.
3. Apply waste by stock length, defects, culling, damage, and framing complexity. Use the member-specific waste rate from Section C for each category.
4. Do not apply generic waste to engineered members priced by exact length. Price these members from exact length plus the manufacturer's minimum-length or fabrication policy.
5. Create a companion list for hangers, straps, clips, anchors, bolts, screws, nails, and adhesive. Cross-reference each connector to the structural detail specifying its use.
6. Include delivery, unloading, staging, protection, field treatment, and disposal. Record each as a separate line item tied to the framing phase.

G. Labor, Pricing, and Reconciliation Procedure

1. Estimate labor by floor, wall, roof, stair, and miscellaneous tasks. Use the workbook's labor columns and the production-rate basis available at this stage.
2. Adjust production for height, complexity, crane use, weather, and repetition. Record the adjustment basis for each affected task.
3. Price lumber and engineered products from dated quotations. Record supplier, quote number, date, expiration, freight, lead time, and minimum order for each.
4. Reconcile wall length, floor area, roof area, openings, and member counts. Compare the independently calculated totals from Section E's introductory review against the completed member counts.
5. Prepare the framing list by material, size, length, quantity, area, and phase. Organize the final list for direct use in a supplier quotation request.
6. Complete independent review of openings, beams, engineered products, blocking, and lead times. Have a second qualified reviewer verify the highest-value and highest-risk items before the list is released for pricing in Chapter 18.