FHB Logo Facebook LinkedIn Email Pinterest Twitter Instagram Plus Icon Close Icon Navigation Search Icon Navigation Search Icon Arrow Down Icon Video Guide Icon Article Guide Icon Modal Close Icon Guide Search Icon Skip to content
Subscribe
Log In
  • How-To
  • Design
  • Tools & Materials
  • Videos
  • Blogs
  • Forum
  • Magazine
  • Members
  • FHB House
  • Podcast
Log In

Discussion Forum

Discussion Forum

Crown: Cope or Miter inside corners?

ryagid | Posted in Construction Techniques on June 2, 2009 09:13am

There is an interesting debate starting in one of our blogs on this subject. I’m interested in what you folks think. Check it out and comment on your preferred technique.

http://finehomebuilding.taunton.com/item/7915/crown-molding-mitering-vs-coping-which-do-you-do 

 

 

Reply

Replies

  1. JTC1 | Jun 02, 2009 10:54pm | #1

    I do both - depends on how straight and square the corner is - built up and have already corrected - faster and cleaner for me to miter. Straight is more important to me than square - "sure I can cut two at 44-1/4".

    Ceiling / wall a little wavy? Better to cope - I use that "hack" technique (that I first heard of here) with a 4-1/2" grinder and flap discs - gets a little messy.....

    Jim

    Never underestimate the value of a sharp pencil or good light.
  2. rasher | Jun 02, 2009 11:35pm | #2

    Cope. Always cope. Ever since I read about the angle grinder / sanding pad trick, coping is faster than mitering because saw setup isn't as tedious and the measuring isn't as rigorous.

    Go get a $30 Ryobi angle grinder, a backer pad and some rough grit disks, find the Youtube video to learn how and then go to town.

    I'm a weekend warrior and when my journeyman trim carpenter buddy stopped by, he laughed at the thought of trim carpentry with an angle grinder. After he looked up at my coped 4 piece built up crown in my octagonal parlor, he got his own angle grinder.

    I swear, after you do you will never miter again. This debate is over.

    1. ryagid | Jun 03, 2009 12:03am | #3

      Guys,

      Thanks for your feedback. Would you mind posting your insights on the blog? Tucker and Chris are going to track it there and will weigh in on the comments. Chris is chomping at the bit to defend the miter. Rasher, feel free to do battle there. I know a few people who cherish their angle grinder when it comes to crown. I think Justin Fink is one of them...

      1. Piffin | Jun 03, 2009 12:07pm | #4

        I don't know who tucker and chris are, but they are free to fight it out.Fact is, some crown profiles are impossible to cope. There is no one right way all the time. 

         

        Welcome to the Taunton University of Knowledge FHB Campus at Breaktime. where ... Excellence is its own reward!

        1. mikerooney | Jun 03, 2009 01:24pm | #5

          What kind of crown is "impossible to cope"?_________________________________________________http://tinyurl.com/qbdue6

          1. Piffin | Jun 03, 2009 02:21pm | #6

            this comes up every time I or anyone else mentions it.When the profile has too large of a projection at top or bottom 

             

            Welcome to the Taunton University of Knowledge FHB Campus at Breaktime. where ... Excellence is its own reward!

          2. mike4244 | Jun 10, 2009 01:03am | #29

            Someplace on the web their is a site that shows three examples of crown that does not lend itself to coping. I cope  myself with a bosch saber saw and a fine (metal cutting blade) blade.I haven't run into those problem crown shapes as of yet.

            mike

          3. User avater
            basswood | Jun 14, 2009 01:29am | #30

            These are profiles that don't cope:

          4. KenHill3 | Jun 14, 2009 03:00am | #31

            Thanks for that, Brian.As some else alluded to, a profile THAT complex would be better rendered by building it up anyway.

          5. User avater
            basswood | Jun 14, 2009 03:17am | #33

            Here is one of those crowns and what happens when you try to cope it:

          6. KenHill3 | Jun 14, 2009 08:20am | #35

            By the way, Brian, your video of grinder coping is what sealed the deal for me. I've been converted.

          7. User avater
            basswood | Jun 14, 2009 05:05pm | #37

            The grinder is not always practical with the dust it makes. The box fan and filter helps. Outside, with a tailwind, is best. ;o)

          8. AitchKay | Jun 14, 2009 05:09pm | #38

            Bingo. That's what I'm talking about! I think that Collins video trying to explain using a copable profile was about 3 1/2 minutes long.All your post needed was two pics of an actual uncopable crown!AitchKay

          9. User avater
            basswood | Jun 14, 2009 05:39pm | #39

            You could cope the upper portion of that crown and miter the lower part that turns into a rat hole when coped. Using a combination of mitering and coping joints would be interesting.I looked at a Victorian this week that would involve joints that are partial miter and butt jointed. Interesting how things used to be done.

          10. AitchKay | Jun 14, 2009 08:03pm | #40

            Yep. Kinda like those Gary Katz knife-cut miters on the bottom flat of his crown. Great, but I’ve never seen the need to go to that trouble for 3/16-1/4” of flat.Likewise, when coping 1/2” RE base, I cope only from the botom of the base up to where the RO dies into the top flat. I cut this line with the chop saw. As long as the line is crisp, and the workmanship good, I’m happy to stop at that point.But I like more copable profiles. That’s one reason I prefer 1/2”x3/4” shoe to 3/4” quarter round. You get a crisp cope that doesn’t just die out.AitchKay

          11. KenHill3 | Jun 14, 2009 09:20pm | #41

            And for floor-to-base, why would you use anything BUT proper shoe? (unless there's a gap you MUST cover up) I've seen a lot of 1/4 round used improperly as shoe and it looks SO wrong.

          12. AitchKay | Jun 14, 2009 09:31pm | #42

            You're right, it looks SO wrong. Yet I've seen it specced by architects.Go figure.AitchKay

          13. KenHill3 | Jun 14, 2009 10:28pm | #43

            Yup, go figure. Being an archy means holding a license but doesn't guarantee good taste/style or practical know-how.You can spec. 1/4 round and still pass the exam.

            Edited 6/14/2009 3:29 pm by kenhill3

          14. Squash | Jun 03, 2009 05:41pm | #12

            I think Piffin already nailed this one but I'll add to it...Thanks to our friend, the Clam Clamp mogul, I actually can wrap my large noggin around this subject. The bottom line is, not every piece of crown is going to be cope-able. Picture a profile gauge with its feelers projecting horizontally out from the crown's profile as it would sit on the wall - makes for the same reverse profile as we cut for a cope. Anytime that a portion of the crown's profile rises above or drops below any of the horizontal lines produced by the profile gauge a problem arises. Coping this profile would cause the back-cut of the cope to break through the face of the crown. In some cases it can be pulled off, but we're talking about leaving a whisper-thin face on the crown itself without much back cut - not too durable and a PITA to fit in some cases.Jim Chestnut has an excellent video of this on his site... check it out.And for what it's worth, I cope every single time that I can. Nick

          15. KenHill3 | Jun 03, 2009 06:04pm | #13

            I have not worked with un-copeable crown as yet. But, yes I always cope. And, cope with a coping saw? I rarely use a saw. Since I learned to cope with the grinder (thanks, Basswood!) I will not be going back. I found the coping God!

          16. mikerooney | Jun 04, 2009 12:42am | #19

            I can't see how somethin' like that could have been milled in the first place.Anybody got a pic of this strange beast?_________________________________________________http://tinyurl.com/qbdue6

          17. Piffin | Jun 04, 2009 01:38am | #20

            It would take offset heads or run it twice - one reversed.Wife just called dinner ready. I'll look up one later. 

             

            Welcome to the Taunton University of Knowledge FHB Campus at Breaktime. where ... Excellence is its own reward!

          18. MikeHennessy | Jun 05, 2009 03:38am | #24

            "I can't see how somethin' like that could have been milled in the first place."

            Think picture rail molding. Anything that has to be milled from multiple faces 'cause it turns back on itself will not be a good candidate for coping.Mike HennessyPittsburgh, PAEverything fits, until you put glue on it.

          19. AitchKay | Jun 04, 2009 04:11pm | #22

            "Jim Chestnut has an excellent video of this on his site... check it out."I wouldn't call it excellent. If you're going to go to the effort of making a video to explain the problem, you might as well track down a couple of scraps of un-copable crown.Instead, he used scraps of copable crown to demonstrate, tipping the profiles past horizontal.Since I know what the problem is, I understood his video. But it would have been so much clearer if he had used the right molding. Much more dramatic, too, since he could have gone ahead and coped it, and shown how awful it turned out.AitchKay

          20. Squash | Jun 05, 2009 02:34am | #23

            Okay...

            However, without getting too finicky about things, Jim explains the problem and shows what can happen.  For anyone who is even familiar with his website, chances are they've hung crown before.  Chances are better that they cope their crown if they're watching a video on un-copeable crown.  And chances are best that they'll get his point.

            True, he could have gone out and gotten some scraps of a more un-copeable crown, but nonetheless he makes the point. 

            And for someone who posts this stuff for free on his website, I'm not going to complain...

            But then again, I'm just sayin...

            Nick

          21. AitchKay | Jun 05, 2009 03:44am | #25

            "And for someone who posts this stuff for free on his website, I'm not going to complain..."Well, he seems like a nice guy, but he's hardly being altruistic. He's pumping the Jim Chestnut brand, trying to sell more product by attracting traffic. And more power to him for doing so!But when I say, “I wouldn't call it excellent. If you're going to go to the effort of making a video to explain the problem, you might as well track down a couple of scraps of un-copable crown,” I’m making a reasonable critique. It’s NOT excellent. It’s marginally OK. Picking up a scrap of whatever’s lying around is what we do when we’re sitting on overturned drywall buckets drinking coffee. But if we’re saying, “Gosh Durn it all, anyway, let’s make a video about this!”, we take the time to track down the appropriate scraps.AitchKay

        2. JTC1 | Jun 03, 2009 02:31pm | #7

          >>some crown profiles are impossible to cope. There is no one right way all the time.<<

          I'm glad somebody else has found some of those profiles.

          I thought it was just me. I feel better now.......

          JimNever underestimate the value of a sharp pencil or good light.

        3. gordsco | Jun 03, 2009 02:51pm | #8

          Impossible to cope???

          Next thing you'll be telling me that quarter sawed dowel is stronger than flat sawd dowel for closet rods. 

          1. AitchKay | Jun 03, 2009 04:39pm | #9

            Picture a profile that has a 3/4-circle bead projecting out from it, for instance.The cope would have to be C-shaped, with a mouth too small to snap over the bead without breaking.Of course, you could install the coped piece first, then insert the square-cut piece. Stick the dowel in the hole, as it were, instead of trying to snap the hole over the dowel.Theoretically possible. But, y'know, I think I'll miter that profile anyway.AitchKay

          2. Piffin | Jun 03, 2009 05:23pm | #11

            even more than that, which is mostly just an inconvenience. I was talking impossible, not simply hard top do.
            When the bulb is larger or turns up or down, coping will leave a void someplace in the joint. some folks have just never seen that sort of crown.
            It can be designed to be milled in 2-3 pieces to avoid that, but it doesn't always happen. 

             

            Welcome to the Taunton University of Knowledge FHB Campus at Breaktime. where ... Excellence is its own reward!

          3. AitchKay | Jun 04, 2009 04:04pm | #21

            Yep. In the absence of a bar napkin or a couple of scraps of crown, I made it easy on myself by only talking about half of the problem.But I'll try to do the rest of it with words, too:With the molding I described, the bead of the square-cut piece would come straight out the back of that same detail on the coped piece, filling the quirk behind the bead.I have successfully coped moldings like this, but I don't think it's worth it.Here's how I did it:* Mark the square-cut piece to length. * With the saw set at 45º, miter that piece 1/8" long.* Cut the tip off square, at the length you marked, and install it, leaving the last few feet in-nailed for now.* Cope the second piece the best you can. This will mean coping the normal parts of the molding, and half-coping (mortising) the tricky profiles. That extra 1/8" of molding on the square-cut piece is all you need to be able to cope over it, and achieve the lap joint that us copers prefer.As I said, though, after doing that a couple of times, I miter 'em now.AitchKay

          4. YesMaam27577 | Jun 03, 2009 10:06pm | #17

            >>"Next thing you'll be telling me that quarter sawed dowel is stronger than flat sawd ....."No, dude, it's the rift-sawn dowel that's the better stuff.But, ya can't cope it.

            Politics is the antithesis of problem solving.

          5. gordsco | Jun 03, 2009 10:49pm | #18

            I stand corrected. 

  3. AitchKay | Jun 03, 2009 04:45pm | #10

    This subject has been covered SOOO thoroughly and in-depth in this forum. Do an advanced search.

    I can't speak for the other guys, but feel free to cut-and-paste anything I've written.

    And I spend enough time on BT. Last thing I need is a parallel universe so that I can spend twice as much time online.

    So what's the story with these "blogs", and how are they different/better than BT?

    AitchKay

    1. jross | Jun 03, 2009 06:34pm | #14

      Answer to the question of ‘What’s the deal with FHB blogs?’ 

      Breaktime is an incredibly useful forum. It’s a great place to hang out and it’s a great place to discuss stuff and learn new stuff.  However, for the casual information seeker, it’s not necessarily the best place to get answers on a specific topic.   

      Part of our job at Fine Homebuilding.com it to bring useful information up to the surface where people (who visit the website but who are not regular Breaktimers) can find it. The blogs are a good place for this.

      The blogs do a couple of things for the editors as well. First, they shine a light on the issues that we think about as we work on articles, videos, and other content. Second, the comments provide us with valuable feedback as we shape our ideas and the ideas of others.

      For those who are comfortable with the platform of Breaktime, great. Post, read, respond and have fun.  That’s what it’s there for. 

      For those who want to participate in discussions that help shape the content of FineHomebuilding.com and Fine Homebuilding the magazine, we invite you to post your comments in the blogs. We only ask that comments are expressed respectfully. While Breaktime can be equated to the tailgate, the Blogs are a little more like the front porch.

      Finally, we are still looking for bloggers. All of our contributors to the magazine and to the website have in common their desire to share information.  Maybe writing an article is not for you but if you’d like to be more involved, maybe blogging is right for you.  If so, take a look at our blogs, start commenting, and then send Robyn or me an email.

      John Ross

      Producerjross -- FHB Web

      1. AitchKay | Jun 03, 2009 07:53pm | #15

        Thanks for the info. I'll keep you guys in mind.AitchKay

      2. Piffin | Jun 03, 2009 08:38pm | #16

        This thread is the first I've heard about "THEBLOGS"From your comments it sounds like you editors are getting out of them what previous editors came here to BT to get. I recall Andy E contacting me back about '01 or '02 after reading my postings here.So it seems curious to me that you would call this place the tailgate when the blogs are a brand new piece of chrome stuck on the site, when BT has long been the main engine of your online presence.Given that attitude, I now understand why so many problems are created here by the Taunton leadership. you think it is just a tailgate accessory.now I gotta go look at your new toy.... 

         

        Welcome to the Taunton University of Knowledge FHB Campus at Breaktime. where ... Excellence is its own reward!

  4. quicksilver | Jun 08, 2009 03:42pm | #26

    I've read through and I am another one who has ran into stock that could not be coped.
    I used the miter method. I do cope whenever possible though. I use a coping jig. Which is basically A couple of blocks cut 38 degrees or whatever degree the crown sets off of the wall nailed to a low cutting bench with a piece of rabbeted stock to hold the crown in place. This way when I am cutting I am looking down on the cut as it sets on the wall. It limits your back cut and really comes into play on difficult crowns. When I was doing lots of crown I noticed that basically as far as speed goes miter guys and cope guys are about the same. Job quality about the same. The miter guys hand back and forth for touch ups more and the copers spend more time at the bench. So as a rule of thumb if you choose to cope you should never miss one, which is where the jig with the pitch blocks comes into play.

    1. AitchKay | Jun 09, 2009 04:00pm | #27

      Yeah, guys who cope with the molding lying flat often way over-backcut some sections, and under-cut others.I use a carpenter's vise opened up to the right angle to hold the crown as you describe. Way easier to visualize!AitchKay

      1. User avater
        basswood | Jun 09, 2009 07:34pm | #28

        I also like to use jigs to hold crown for coping (two jigs actually, so right and left copes both get worked on at the same end of the work station):

        1. Shep | Jun 14, 2009 05:13am | #34

          I usually cope on a low bench, bracing the crown at an angle against my leg, and holding it down with my left hand.. A sheetrock bench, milk crates, or spackle buckets are all about the right height for me. It may not be pretty, but it works.

          I've been meaning to make some holding jigs like yours for years, but never remember when I have the down time.

          1. User avater
            basswood | Jun 14, 2009 04:58pm | #36

            Shep, having jigs hold the crown in that orientation sure makes visualizing the cope and cutting (or grinding) accurately easier.Certainly not a necessity, but nice.Your description of creative coping postures was fun to read though.Have a great day,Brian

  5. Westcoast | Jun 14, 2009 03:05am | #32

    If it is paint grade i miter it, stain grade i cope it.

  6. gb93433 | Jun 15, 2009 01:41am | #44

    Only once have I encountered crown that I could not cope.

Log in or create an account to post a comment.

Sign up Log in

Become a member and get full access to FineHomebuilding.com

Video Shorts

Categories

  • Business
  • Code Questions
  • Construction Techniques
  • Energy, Heating & Insulation
  • General Discussion
  • Help/Work Wanted
  • Photo Gallery
  • Reader Classified
  • Tools for Home Building

Discussion Forum

Recent Posts and Replies

  • |
  • |
  • |
  • |
  • |
  • |
View More Create Post

Up Next

Video Shorts

Featured Story

Behind the Scenes of a Concrete Batch Plant

The batch plant is your partner in getting high-quality concrete on your job site.

Featured Video

Video: Build a Fireplace, Brick by Brick

Get an overview of the process of creating a traditional-style fireplace that burns well and meets current building codes from experienced mason Mike Mehaffey.

Related Stories

  • Podcast 551: Power Tool Batteries, Building as a Third Career, and High DIY
  • Podcast 551: Members-only Aftershow—Badly-Built Homes
  • Podcast 550: PRO TALK With Carpentry Program Instructor Sandy Thistle and Graduate David Abreu
  • Podcast 549: Energy Upgrades, Chimney Inspections, and Questions About a Home You Might Buy

Highlights

Fine Homebuilding All Access
Fine Homebuilding Podcast
Tool Tech
Plus, get an extra 20% off with code GIFT20

"I have learned so much thanks to the searchable articles on the FHB website. I can confidently say that I expect to be a life-long subscriber." - M.K.

Get home building tips, offers, and expert advice in your inbox

Signing you up...

This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.
See all newsletters
See all newsletters

BOOKS, DVDs, & MERCH

Shop the Store
  • 2022 Fine Homebuilding Archive
    Buy Now
  • Code Check Building 4th Edition
    Buy Now
  • Pretty Good House
    Buy Now
  • 2023 Tool Guide
    Buy Now
  • Shop the Store

Fine Homebuilding Magazine

  • Issue 314 - April/May 2023
    • 7 Options for Countertops
    • Tool Test: Wood-Boring Bits
    • Critical Details for Ductless Heat Pumps
  • Issue 313 - Feb/March 2023
    • Practical System for a Seismic Retrofit
    • Fine Homebuilding Issue #313 Online Highlights
    • Practical System for a Seismic Retrofit
  • Issue 312 - Dec 2022/Jan 2023
    • Tool Test: Cordless Tablesaws
    • Gray-Water System for a Sustainable Home
    • Insulate a Cape Roof to Avoid Ice Dams
  • Issue 311 - November 2022
    • 7 Steps to a Perfect Exterior Paint Job
    • Options for Smarter Home-Energy Tracking
    • The Fine Homebuilding Interview: James Metoyer
  • Issue 310 - October 2022
    • Choosing a Tile-Leveling System
    • Choosing Between HRVs and ERVs
    • Custom Built-in Cabinets Made Easy

Fine Homebuilding

Follow

  • twitter
  • facebook
  • instagram
  • pinterest

Newsletter

Get home building tips, offers, and expert advice in your inbox

Signing you up...

This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.
See all newsletters
See all newsletters

Membership & Magazine

  • Online Archive
  • Start Free Trial
  • Magazine Subscription
  • Magazine Renewal
  • Gift a Subscription
  • Customer Support
  • Privacy Preferences

Taunton Network

  • Green Building Advisor
  • Fine Woodworking
  • Fine Gardening
  • Threads
  • About
  • Contact
  • Advertise
  • Careers
  • Copyright
  • Terms of Use
  • Site Map
  • Do not sell or share my information
  • Privacy Policy
  • Accessibility
  • California Privacy Rights

© 2023 The Taunton Press, Inc. All rights reserved.

X
X
This is a dialog window which overlays the main content of the page. The modal window is a 'site map' of the most critical areas of the site. Pressing the Escape (ESC) button will close the modal and bring you back to where you were on the page.

Main Menu

  • How-To
  • Design
  • Tools & Materials
  • Video
  • Blogs
  • Forum
  • Reader Projects
  • Magazine
  • Members
  • FHB House

Podcasts

  • FHB Podcast
  • ProTalk

Webinars

  • Upcoming and On-Demand

Podcasts

  • FHB Podcast
  • ProTalk

Webinars

  • Upcoming and On-Demand

Popular Topics

  • Kitchens
  • Business
  • Bedrooms
  • Roofs
  • Architecture and Design
  • Green Building
  • Decks
  • Framing
  • Safety
  • Remodeling
  • Bathrooms
  • Windows
  • Tilework
  • Ceilings
  • HVAC

Magazine

  • Current Issue
  • Past Issues
  • Magazine Index
  • Subscribe
  • Online Archive
  • Author Guidelines

All Access

  • Member Home
  • Start Free Trial
  • Gift Membership

Shop the Store

  • Books
  • DVDs
  • Taunton Workshops

More

  • FHB Ambassadors
  • Reader Projects
  • Podcast
  • FHB House
  • Customer Support

Account

  • Log In
  • Join

Newsletter

Get home building tips, offers, and expert advice in your inbox

Signing you up...

This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.
See all newsletters
See all newsletters

Follow

  • twitter
  • facebook
  • instagram
  • pinterest

Join All Access

Become a member and get instant access to thousands of videos, how-tos, tool reviews, and design features.

Start Your Free Trial

Subscribe

FHB Magazine

Start your subscription today and save up to 70%

Subscribe

We hope you’ve enjoyed your free articles. To keep reading, become a member today.

Get complete site access to expert advice, how-to videos, Code Check, and more, plus the print magazine.

Start your FREE trial

Already a member? Log in