Room and area helpers

Plywood Calculator - Sheets, Cut Plan, Weight & Cost

Most plywood calculators divide your area by 32 and tell you to add ten percent. That is a number, not a plan, and a sheet is 4 ft by 8 ft whether or not your room is. This one lays the job out the way it gets built: rows across the joists, joints staggered onto the support module, closers cut, offcuts reused in their original orientation, the last row ripped. Then it counts the sheets that plan consumes, and shows you the drawing, a sheet by sheet cut card for the saw, the fasteners and adhesive, the weight of the load, and an editable ledger. Subfloors, wall sheathing, roof decks over a pitched footprint, ceilings, plain areas and project parts, in plywood, OSB, MDF and baltic birch.

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1The job

120 sq ft

Room Length Width Remove
ft
in
ft
in

2The panel

71 lb a sheet

3How it goes down

16 in on center

Joists, studs or rafters at
5%

Cut loss is already in the plan. This is only for split corners, knocked tongues and the piece you cut on the wrong line.

4What thickness, at what spacing

Subfloor

Supports Minimum Usually

Prescriptive guidance from APA and the IRC, not a load calculation. This page never sizes a member or checks a span: read the span rating stamped on the panel and confirm the assembly with your building department.

The fine print Every constant on this page is a typical you can change
in
in
lb

Defaults are typical, so check them against your yard and your fastening schedule. Panel weight comes from the material density times the real thickness, which is why a 3/4 sheet is figured at 23/32.

Your buy

23/32 T&G OSB, 4x8

Area only

4

120 sq ft over 32

Cut plan

4

6 pieces placed

Buy

5

4 in the plan plus 1 spare

-

Pieces to cut

-

Off the offcut pile

-

In the truck

Price the cart

Your prices

5 $130
3 $22.50
2 $11.20
1 $0
Materials
$164

The cut plan

Every piece placed, drawn from above. Each sheet you buy gets a number, so you can see the offcut of sheet 2 starting the next row.

Plan view
  • Full sheet
  • Cut piece
  • Cut from an offcut
  • Ripped last row
  • Opening, not sheeted

Sheet by sheet, at the saw

    The piece schedule

      What is left when you finish

        Sheets, or something else?

        This page owns every "how many sheets" question: plywood, OSB and MDF by the sheet. Framing the wall itself? The framing calculator counts studs, plates and their sheathing in one takeoff. Shingles above the deck belong to the roofing calculator, the finished floor over the subfloor to the flooring calculator, gypsum on the other face of the wall to the drywall calculator, and solid lumber priced by volume to the board foot calculator. Deck boards stay with the deck calculator.

        How to use it

        1. Pick the job: subfloor, wall, roof deck, ceiling, a general area, or a list of project parts.
        2. Type the length and width of each area in feet and inches. Add more areas for a whole floor or four walls, and name them so the cut card makes sense.
        3. Choose the panel and the sheet size. The thickness, weight and a typical price come with it, and every one of those is editable.
        4. Set the support spacing, the stagger and the waste allowance. Wall mode takes openings; roof mode takes the footprint and the pitch.
        5. Read the three numbers: area minimum, cut plan, recommended buy. Then read the plan under them and check the last row is not a sliver.
        6. Type your yard's prices into the ledger to price the cart, and check the weight against your truck before you drive over.

        At a glance

        • 12 ft by 10 ft bedroom subfloor, 23/32 T&G OSB: 120 sq ft, so 4 sheets by area. The plan also lands on 4: two whole sheets, one cut into two 4 ft closers, one ripped into 2 ft strips for the last row. Buy 5 with the 5 percent allowance. About 161 screws, 3 tubes of adhesive, 357 lb.
        • Garage, four walls, 15/32 CDX: Two 24 ft and two 20 ft walls at 8 ft, minus a 16 by 7 garage door: 704 sq ft gross, 592 net. The plan needs 20 sheets, 22 with 10 percent. Two whole sheets fall inside the door opening and are never installed.
        • Roof re-deck, 24 by 36 footprint at 6/12: 966 sq ft of deck across both planes. 31 sheets by area, 32 in the plan, 36 with 10 percent. 108 H-clips at 24 in rafters, and 1,562 lb of OSB, which is two pickup loads.
        • Shop cabinet, project parts: Six parts out of 3/4 birch pack onto 2 sheets at 61 percent utilization, with the 1/8 in kerf counted between every cut.

        How the math works

        Every number on the page comes out of one layout. The tool converts each area to inches, divides the width by the sheet width to get the rows, lays the pieces along each row (offsetting alternate rows by half a sheet when stagger is on), snaps each joint down onto the nearest support in structural modes, and refuses to leave a piece shorter than 24 in against a wall. It then satisfies that list of pieces from a running pile of offcuts, buying a new sheet only when nothing on the pile is long enough and wide enough. The sheets bought are the plan count. The recommended buy is the plan plus a waste allowance for damaged tongues, split corners and miscuts, which is loss the plan cannot see. Because the pieces, the drawing, the cut card and the sheet count all come from that single pass, the breakdown under the headline always adds up to the headline.

        1. Net area, and which openings actually save you a sheet

          Gross area is length times width. In structural modes an opening is only subtracted when it is at least 32 square feet, because the offcuts around a bedroom window are real waste, not savings. A 16 ft by 7 ft garage door is subtracted, and the tool also removes the whole sheets that fall inside it from the plan, since those never get installed. Coverage minimum is net area divided by the sheet area, rounded up: 120 sq ft over 32 is 3.75, so 4.

        2. Rows across the supports, and the rip row that is left

          Panels run with their long axis across the joists or rafters, so the rows stack up the short dimension. A 10 ft wide room is 120 in, which is two full 48 in rows and a 24 in strip left over. That last row is ripped from full sheets lengthwise, which keeps the face grain running the same way as everything else. If the leftover comes out under 2 in the tool says so, because a splinter against the skirting is a layout mistake, not a material one.

        3. Pieces in each row, staggered and landing on a support

          A 12 ft row is 144 in: one full 96 in sheet and a 48 in closer. The next row starts with a 48 in piece so the butt joints do not line up, then takes a full sheet. In a structural mode every joint is pulled back to the nearest support: at 19.2 in on center a 48 in starter becomes 38.4 in, and the difference is handed to its neighbour. Any closer that would land under 24 in steals a whole module from the piece before it instead.

        4. The offcut pile, and why the plan can beat the flat percentage

          Each piece is cut from the oldest offcut that is long enough and wide enough, and a new sheet is bought only when nothing fits. Cutting the 48 in closer for row one leaves a 48 in offcut, and that offcut starts row two, which is why the 12 by 10 room needs 4 sheets and not 5. Offcuts shorter than 24 in or narrower than 4 in are counted as scrap rather than stock, so the pile never pretends a splinter is usable material.

        5. The buy: the plan plus a real allowance

          Cut loss is already in the plan, so the waste percentage on top covers what the plan cannot know about: a tongue knocked off in the truck, a corner split by a forklift, a sheet cut on the wrong line. Five percent of a 4 sheet job rounds up to one spare sheet, which is exactly what a spare is. On a 32 sheet roof, 10 percent is four sheets, and returning two of them beats making a second trip in the rain.

        6. Fasteners, adhesive, clips and the weight in the truck

          Supports crossed per sheet is the sheet length over the spacing plus one: seven joists under a 4x8 at 16 in. With 6 in edges and 12 in in the field that is 43 fasteners a sheet, or 33 at 24 in. Adhesive is a bead on every joist under the sheet, 28 linear ft a sheet at 16 in, and a 28 oz tube covers about 45 ft at a 3/8 in bead. Weight is sheet area times thickness times material density, so a 23/32 OSB sheet is about 71 lb and 36 of them is 2,566 lb, which no half ton pickup should be asked to carry.

        Worked scenarios, start to finish

        Real jobs with the numbers carried all the way through, so you can see how the estimate is built and check your own figures against them.

        The 12 by 10 bedroom subfloor, sheet by sheet

        Joists are 16 in on center and the old floor is out. You want 23/32 tongue and groove OSB, glued and screwed, and you want to know whether to buy 4 sheets or 5 before you leave the house.

        1. 120 sq ft over 32 sq ft a sheet is 3.75, so the area minimum is 4 sheets. A flat 10 percent tool turns that into 5.
        2. Ten feet across is 120 in: two full 48 in rows and a 24 in rip row left at the far wall.
        3. Row one is 144 in long: one full sheet, then a 4 ft closer cut off the second sheet.
        4. Row two starts on the 4 ft offcut of that second sheet, which staggers the joints for free, then takes one more full sheet.
        5. The 2 ft rip row comes out of one more sheet, ripped lengthwise into two 24 in strips: one 8 ft, one 4 ft.
        6. That is 4 sheets in the plan: two laid whole, one cross cut, one ripped. Add the 5 percent allowance and buy 5.
        7. 161 screws (about 43 a sheet), 3 tubes of adhesive at 105 linear ft of bead, 357 lb in the truck.
        8. At $26 a sheet the ledger is $130 of OSB, $22.50 of adhesive and $11.20 of screws: $164, about $1.36 a square foot.

        Takeaway. The plan and the area minimum agree here, and both say 4. The fifth sheet is a spare you chose to carry, not a sheet the floor needs, and the page tells you which is which instead of hiding the difference inside a percentage.

        Sheathing a garage, with a door that pays for itself

        A detached garage, two 24 ft walls and two 20 ft walls, all 8 ft tall, studs at 16 in on center. The back wall carries a 16 by 7 garage door and the front wall a 4 by 3 window. You are sheathing in 15/32 CDX.

        1. Gross wall area is 704 sq ft. The garage door is 112 sq ft and comes off; the 12 sq ft window does not, because you cut around it and throw the offcuts away.
        2. Net area is 592 sq ft, so the area minimum is 19 sheets.
        3. Each 8 ft wall is exactly two 48 in rows, so there is no rip row anywhere on the job.
        4. The plan places 24 pieces and buys 20 sheets: 16 laid whole and 4 cross cut, with 4 pieces coming off offcuts. Two whole sheets sit inside the garage door opening and are dropped from the count.
        5. Ten percent on top makes it 22 sheets, 990 lb, one pickup load.
        6. 860 nails, about 9 lb, and at $32 a sheet the ledger reads $754.

        Takeaway. Small openings are not savings and large ones are. Subtracting every window makes the number too low and you go back to the yard; subtracting none makes it too high and you eat the sheets. If you are framing these walls rather than sheathing existing ones, the framing calculator counts the studs, plates and their sheathing in one takeoff.

        Re-decking a roof, and the weight nobody checks

        A 24 by 36 ranch at 6/12, rafters at 24 in on center, stripped back to bare rafters. You are re-decking in 7/16 OSB before the shingles go on.

        1. At 6/12 the slope factor is 1.118, so 864 sq ft of footprint is 966 sq ft of deck across the two planes.
        2. Each plane is 36 ft long and 13 ft 5 in up the slope: three full rows and a 17 in rip row at the ridge.
        3. The area minimum is 31 sheets. The plan buys 32, with 8 pieces coming off offcuts and 5 sheets ripped for the ridge rows.
        4. Ten percent takes the buy to 36 sheets.
        5. At 24 in rafters the long edges between rows are unsupported, so the plan counts 108 H-clips, one per rafter bay on every joint between rows.
        6. 996 nails, about 10 lb. And 36 sheets of 7/16 OSB is 1,562 lb, which is two loads in a 1,500 lb pickup.
        7. At $18 a sheet the ledger is $726, about 75 cents a square foot before the shingles.

        Takeaway. The weight line is the one that changes the day. A 1,562 lb order is a delivery, not a truck run, and finding that out in the driveway with half a roof open is expensive. Shingles, underlayment and everything above the deck belong to the roofing calculator.

        Cutting a shop cabinet out of two sheets

        A 4 ft wide shop cabinet in 3/4 birch: two sides, a top and a bottom, and two shelves. You want to know whether it comes out of two sheets or three before you pay $78 a sheet.

        1. Six parts, 39.2 sq ft of material, against 32 sq ft on a sheet: at least two sheets no matter how they are packed.
        2. The packer sorts by width, fills a shelf across the 8 ft length, and starts a new shelf when the row is full, adding the 1/8 in kerf between every part.
        3. The top and bottom fill the first shelf, the two sides fill the second, and both shelves fit inside 48 in.
        4. The two 22.5 in shelves need a third shelf, which starts sheet two.
        5. Two sheets, 61 percent utilization, and the grain stays locked so no part is quietly rotated across the face.

        Takeaway. Shelf packing is a planning estimate, not an optimized cut plan. It answers the question you have in the aisle, which is how many sheets to load. If you need the tightest possible nesting for expensive hardwood plywood, take the same list to a dedicated cut optimizer.

        The judgement calls a pro makes

        Decisions the tool cannot make for you, and how someone who does this for a living thinks them through.

        OSB or plywood
        For sheathing and decking that stays dry once the building is closed in, OSB is the cheaper panel and the code treats them the same at equal span ratings. Plywood wins where the panel will get wet and has to dry out again: it drains and dries faster, and it does not swell irreversibly along a cut edge the way OSB does. On a subfloor under tile or in a bathroom, and on a roof that will sit open through a wet week, the extra $20 a sheet for plywood is cheap insurance. Anywhere the panel is covered the same day, OSB is fine.
        Tongue and groove, or square edge and blocking
        A subfloor panel's long edge has to be supported. Tongue and groove does that with the joint itself; square edge needs solid blocking under every long edge, which is a lot of 2x cut and nailed between joists. At 16 in on center with a stiff panel you can sometimes get away with square edge, but the labour is worse than the price difference. Buy the T&G, and keep the offcuts with an intact tongue: an offcut with a chewed tongue is a piece for the middle of the floor, not the edge.
        When an offcut is stock and when it is scrap
        The pile in this tool keeps an offcut when it is at least 24 in long and 4 in wide, and it only ever reuses a piece in the orientation it was cut in. That is the rule a floor layer follows: a 4 ft offcut laid the same way round as the sheet it came from is a legal piece with the strength axis still across the joists. Turn it sideways to make it fit and it is a defect, not a saving. Physically damaged edges, swollen ends and pieces you have already stepped through are scrap whatever the tool says.
        4x8, or 4x12 for fewer joints
        Longer sheets mean fewer butt joints, which matters on a floor that will take tile and on a wall that has to act as a shear panel. A 4x12 covers 48 sq ft instead of 32, so a 24 ft wall takes two sheets a row instead of three. The cost is that they are a special order in most yards, they weigh half as much again per sheet, and one person cannot carry one. Change the sheet size in the tool and watch the plan count and the piece list change: if the joints disappear and the count stays flat, the longer sheet is worth the phone call.
        How much waste allowance is honest
        The plan already counts cut loss, so the percentage on top is only for damage and mistakes. Five percent is right for a small tidy room where you can go back to the shop. Ten is right for a roof or a whole floor, where a second trip costs a half day and a rained-on deck costs more. Zero is defensible only when the yard is five minutes away and you are happy to make the trip. What is never right is applying a percentage twice, which is what happens when you add ten percent to a number that already had ten percent added by somebody else's calculator.

        Common mistakes, and the fix

        • Treating area divided by 32 as the number to buy. It is the number you cannot go below.

          Lay the pieces out. Sometimes the plan matches the area minimum, as it does on a 12 by 10 room, and sometimes the rows and rips push it two or three sheets higher. Either way you find out before you load the truck rather than in the middle of the floor.

        • Running the panels the wrong way, with the long axis parallel to the joists.

          Sheet goods are stiffer along the face grain, and the span rating assumes the long dimension runs across the supports. Lay the sheet so it crosses at least three joists or rafters. A floor sheeted the wrong way feels bouncy and fails the same span table it passed on paper.

        • Letting a butt joint land between two joists.

          Every joint has to be supported. Snap the layout onto the framing module (16, 19.2 or 24 in) before you cut, which is what the tool does when a structural mode is selected, and add blocking rather than hoping when a joint lands in a bay.

        • Skipping the stagger and running all the joints in one line.

          Offset alternate rows by half a sheet. It is what every panel manufacturer's instruction says, it costs nothing when the offcut from one row starts the next, and it is the difference between a floor that acts as one diaphragm and a floor with a hinge across it.

        • Forgetting the saw kerf in a parts list.

          A 1/8 in blade eats 1/8 in at every cut, so four 12 in strips out of a 48 in width do not fit. Set the kerf in parts mode and let the packer take it out of the run. In coverage mode the kerf is deliberately ignored, because 1/8 in against a 48 in rip is noise.

        • Buying sanded plywood for sheathing, or OSB for a cabinet.

          Grade follows the job. CDX and OSB are structural panels with rough faces and are half the price; sanded pine, birch and MDF are appearance panels that should never be nailed to a rafter. Paying $62 for a sheet you are covering with shingles is the most common way to overspend on this list.

        • Underestimating what a stack of sheets weighs.

          Check the weight line before you plan the trip. 3/4 MDF is 96 lb a sheet, so twelve sheets is over half a ton. The tool divides the load by an editable payload so you know whether it is one trip, three trips, or a delivery.

        Material and unit specifics

        Nominal thickness against actual
        A 3/4 in sheet is really 23/32 in, a 1/2 in sheet is 15/32, and a 3/8 is 11/32. The mill sands the panel after pressing and the standard sizes it accordingly. It matters when a panel meets solid lumber, when you are stacking two layers to a target thickness, and when you are cutting a dado. The tool uses the real thickness for weight, so a 23/32 sheet comes out at 69 lb rather than the 72 you would get from calling it 3/4.
        Veneer grades A to D, and what CDX means
        Each face carries a letter: A is smooth and paintable, B has small repairs, C has knots and knotholes up to an inch, D has bigger ones. CDX is a C face, a D back and exterior glue. The X does not mean exterior rated, only that the glue is: CDX is a construction panel that tolerates weather during the build, not a panel to leave outside. For anything you will see, buy an A or B face.
        Exposure 1 against Exterior
        Exposure 1 panels use waterproof glue and survive normal construction delays, which covers nearly all sheathing and subfloor. Exterior panels are rated for permanent exposure to weather. Neither rating makes a panel a finish material: an Exposure 1 sheet left uncovered for a month will still swell, delaminate at the edges and grow mould.
        OSB edge swell
        OSB absorbs water fastest at a cut edge and swells there permanently, which shows up as a ridge along every joint on a floor that got rained on. Sealed edges help, keeping the stack off the ground helps more, and a T&G subfloor panel comes with the edges factory sealed. If the deck is going to be open for weeks, plywood is the panel that dries flat again.
        Baltic birch and the 5 ft by 5 ft sheet
        Baltic birch comes in 5 ft by 5 ft sheets, not 4 by 8, which is 25 sq ft rather than 32. It has more plies, no voids and holds a screw in the edge, which is why drawer boxes and jigs are made from it. Change the sheet size in the tool when you pick it, because everything from the row count to the cost per square foot moves with it.
        MDF weight and dust
        3/4 MDF is 96 lb a sheet, half again heavier than birch plywood, and it is dead flat with no grain, which is why it is the paint grade choice for doors and templates. It has no structural rating, it sags under load over a span, it turns to porridge if it gets wet, and cutting it makes the finest dust in the shop. Wear the respirator and keep it out of the bathroom.
        Span rating on the panel stamp
        Structural panels carry a two number stamp such as 32/16: the first is the maximum rafter spacing in inches for roof use, the second the maximum joist spacing for floor use. Subfloor panels carry a single Sturd-I-Floor rating like 24 oc. Read the stamp rather than the thickness. A 7/16 OSB rated 24/16 is a legal roof deck at 24 in rafters, and a thicker unrated panel may not be.

        Reading your result

        Read the three numbers left to right. The area minimum is the floor: if a calculator gives you less than that, it is wrong. The plan count is what the layout consumes once the rows, the stagger, the rips and the offcut reuse are real, and it is the number the drawing and the cut card agree with. The recommended buy is the plan plus your damage allowance, and on a small job that allowance is literally one spare sheet, which the panel says out loud. When the plan is higher than the area minimum, the gap is cut loss the room forced on you, and you can often close some of it by turning the layout ninety degrees or accepting a longer sheet. When the plan matches the minimum, as it does on the 12 by 10 room, the offcut reuse has already done its work and there is nothing left to save. Everything below the headline is downstream of the same layout: the piece schedule, the sheet by sheet cut card, the fastener and adhesive counts, the weight of the load and the ledger. Change a spacing, a panel or a sheet size and watch all of them move together.

        Limitations

        • This is a planning estimate, not a structural design. The thickness and spacing guidance comes from APA and IRC prescriptive tables, and the tool never calculates a load, a span or a deflection. Confirm the panel and the spacing with your building department.
        • The saw kerf is ignored in coverage mode. An eighth of an inch against a 48 in rip is noise, and every real layout has more slack than that at the walls. Parts mode counts the kerf on every cut, because there it changes the answer.
        • Offcut reuse assumes the offcut is intact and goes back in its original orientation. A chewed tongue, a swollen end or a piece that has been walked on is scrap, and only you can see that.
        • Openings are counted as the whole sheets they remove, not placed at a measured position on the wall. The count is right; the hole in the drawing is drawn where the layout puts it, not where your door is.
        • Roof mode assumes a simple gable: two equal planes over the footprint, at one pitch. Hips, valleys, dormers and unequal planes need the footprint split into separate areas, and valleys add cut waste this does not model.
        • Parts mode uses first fit decreasing shelf packing, which is fast and honest but not optimal. A dedicated cut optimizer will often fit the same parts onto fewer sheets.
        • Prices, densities, fastener spacings, tube coverage and truck payload are editable typicals, not quotes. Sheet prices in particular move week to week and vary by hundreds of dollars a thousand square feet between regions.
        • Imperial units only, like the rest of the site. Sheets are sold as 4 ft by 8 ft in the US market this is built for.

        Frequently asked questions

        How many sheets of plywood do I need for a 12x12 room?
        Five. A 12 by 12 room is 144 square feet, and a 4x8 sheet covers 32, so the area minimum is 4.5 rounded up to 5. The cut plan agrees: twelve feet across is exactly three 48 in rows with nothing left to rip, and each 12 ft row takes a full sheet plus a 4 ft closer, which works out at five sheets with the offcuts reused. Add a five percent allowance and buy 6. If you skip the offcut reuse and cut every piece from a fresh sheet it takes 6 sheets before any allowance.
        How much does a sheet of plywood weigh?
        About 3 lb per square foot per inch of thickness for softwood plywood, 3.1 for OSB, 3.4 for hardwood plywood and 4.0 for MDF. On a 4x8 sheet that gives roughly: 1/4 in sanded pine 24 lb, 7/16 OSB 43 lb, 15/32 CDX 45 lb, 1/2 in sanded 48 lb, 23/32 CDX 69 lb, 23/32 OSB 71 lb, 3/4 birch 82 lb and 3/4 MDF 96 lb. A 5x5 sheet of 1/2 in baltic birch is about 43 lb. The tool multiplies the sheet you picked by the number you are buying and checks it against your truck's payload.
        What thickness plywood do I need for a subfloor or a roof?
        For a subfloor the prescriptive guidance is 19/32 minimum at 16 in on center with 23/32 tongue and groove as the normal choice, 23/32 at 19.2 in, and at 24 in a panel rated 24 oc, tongue and groove and glued. For a roof deck, 3/8 is the minimum at 16 in rafters with 7/16 or 15/32 the usual, and at 24 in you need 7/16 with H-clips as a minimum with 15/32 preferred. Wall sheathing is 3/8 minimum and 7/16 in practice. Read the span rating stamped on the panel rather than the thickness, and confirm with your building department, because this is APA and IRC guidance rather than a load calculation.
        Should plywood run perpendicular to the joists?
        Yes. Sheet goods are stiffest along the face grain, which runs the long way, and the span rating on the panel assumes the 8 ft dimension crosses the supports. Laying a sheet so it spans three or more joists spreads a point load across all of them; turning it sideways puts the weak axis across the span and gives you a floor that feels bouncy and a roof that dips between rafters. The same rule applies to the offcuts: a reused piece has to go back in the same orientation it was cut in, which is the only reuse this tool ever plans.
        Do I need H-clips on a roof deck?
        You need edge support between rafters, and H-clips are the cheapest way to get it. At 24 in on center the long edge of a panel spans between rafters with nothing under it, so the code requires clips, solid blocking, or a tongue and groove panel. One clip goes in each rafter bay along every joint between rows, which is four clips on a 4x8 sheet at 24 in spacing, and no clips at the eave or the ridge. On a 24 by 36 roof at 6/12 that comes to 108 clips. At 16 in rafters most panels are rated for the span and clips are not required, though many builders still use them.
        Is a 4x8 sheet really 32 square feet?
        Yes. A 4 ft by 8 ft sheet covers exactly 32 square feet, which is why dividing your area by 32 gives the sheet count everybody quotes. The catch is that it only holds when you can use every square inch of every sheet, and rooms are not multiples of 4 ft by 8 ft. The cut plan is the difference between the 32 square feet a sheet contains and the square feet a sheet actually contributes to your floor once the closers, the rip row and the offcuts are decided.
        Can I use this as a cut list optimizer?
        Not for furniture grade nesting. Parts mode packs your list onto sheets with a first fit decreasing shelf algorithm and counts the kerf, which answers the question you have in the aisle: how many sheets to buy. A dedicated cut optimizer searches much harder and will often save you a sheet on a complex list. Use this to price the trip, and use an optimizer when you are cutting expensive hardwood plywood and the last sheet matters.