Mistake number one, you did not review the plans.
Mistake number two, relying on someone else's project to base your decisions
on.
Mistake number three, not providing written specifications on what you want
and having the contractor committ to them.
Cure number one: Contact the truss maker (if the manufacturer is not marked
on the trusses, get the name from your contractor) to see what their
engineers can make according to their designs.
Cure number two: Stop all work and correct the above mistakes before
proceeding any further.
Only opinions and experiences here. Even a bonified expert is not proof
if it comes from the Internet.
> so if you can send me to a site or
> show me an engineered diagram
Every job is different and that's why plans must be approved by a PE
before you can get a permit.
You need to go to a PE for "proof". You should already have that because
your plan has the stamp of a Professional Engineer. That's how you got
the building permit.
I think (and this is expert advice, not my opinion) that you should
direct your questions to the architect that designed your garage. Yeah,
oops.
"Danimal" <dan...@theroyalalberthall.com> wrote in message
news:4b2ff756$0$5325$9a56...@news.aliant.net...
You mean, thanks after the fact. You asked for help after you fucked
up your garage. Enjoy it.
R
> Many thanks you ignorant assholes for the crappy advice and your vast
> extensive knowledge on gambrel, barn style roof trusses. Not a honest
> hard working callused hand among the lot of you. I should have known
> better when I left this group several years ago.
> You brilliant minds should get together and change the name of this
> group to alt.asktheidiot.whothinks
> he'sacarpenter.becauseheownsacordless.blackanddeckerdrill.
>
>
Too bad you don't own one. You could drill holes in your head for fucking
up your garage.
I've located your contractor online: http://tinyurl.com/yfs3dpl
Let's see...You hired a hack who fucked up your slab and you didn't learn
your lesson and hired another hack to fuck up the rest of it THEN you come
crying here for help after it is to late and we are the ignorant assholes
for not having the magic answers to all your fuck ups ??? Fuck you...I hope
the hack screws it up good ....Don't go away mad , JUST GO AWAY...
> Many thanks you ignorant assholes for the crappy advice and your vast
> extensive knowledge on gambrel, barn style roof trusses. Not a honest hard
> working callused hand among the lot of you. I should have known better when
> I left this group several years ago.
> You brilliant minds should get together and change the name of this group to
> alt.asktheidiot.whothinks
> he'sacarpenter.becauseheownsacordless.blackanddeckerdrill.
>
>
>
You're very welcome. We're here to help, and we appreciate you stopping
by. It's been a most pleasant visit for us all. Please come again,
anytime.
Seems your memory is as shot as your garage.
--
dadiOH
____________________________
dadiOH's dandies v3.06...
...a help file of info about MP3s, recording from
LP/cassette and tips & tricks on this and that.
Get it at http://mysite.verizon.net/xico
************************
Damn. I didn't have time to get your email address so I could send you
the blueprints/architectural drawings for my attic trusses. The ones
that are sized exactly like they were on the paper I signed. You did
sign something first that gave all the specs on the trusses didn't you?
Oh my, you didn't? So who's fault is it?
You "can" do anything. As long as it's engineered correctly. I'd
guess the guy spec'd the roof trusses wrong. Did you have any sort of
spec sheet as part of your "contract" with him? Doesn't have to be a
big production, just a page or two with the highlights like dimensions
in it. If not then you might be in a tight spot. Even with it's
going to be hard to get him to abandon that much money in the
trusses. He might decide it's better to just walk away from the whole
job. So you'll have to decide where you want to go with it from
here. Another option might be to find someone to buy those trusses on
craig's list. You'll take a loss though.
I'm not a huge fan of the manufactured roof trusses for 2nd story
space so I went with manufactured floor joists and stick built roof in
my garage project. The downside is that they are 22" tall and with a
10' garage ceiling that makes my 2nd story floor pretty far above
grade. The plus side is that my 2nd story is floored all the way to
the outside dimensions and I can do anything I want with the space
cause there is nothing load bearing in it.
http://www.facebook.com/album.php?aid=13368&id=1824166189&l=ccd438df1e
I've got my own contractor dilemma though. My guy has dropped off the
face of the earth for 2 months now. Fortunately I've only paid him
for work done, not work "to be done". But I still need some grading
finished plus a few other odds and ends and I don't have the equipment
for that so I'd just as soon he show back up. Without a rollback it's
expensive to rent equipment.
Sorry you didn't like the answer. Only a licenced engineer can provide
specific information and they don't come free. However the truss
manufacturer can provide you with a lot of answers and probably close to
free. My advice is based on over 50 years of construction experience and is
worth a lot more than you paid for it.
Glad you left the newsgroup earlier and probably you should stay away.
Here's what I did for specs. It covers the basics.
"EXT" <noe...@reply.in.this.group> wrote in message
news:4b30f90b$0$77562$892e...@auth.newsreader.octanews.com...
"jamesgangnc" <james...@gmail.com> wrote in message
news:abda802a-2fb8-43c1...@x18g2000vbd.googlegroups.com...
> EXT, You sir have some Gaul and nerve
> You are a fucking stuck up prick and nothing less. I don't need your lessons
> one , two or fucking three. I asked this group for simple specifics like
> proof or a web site concerning roof trusses that's all. Your 50 years of
> experience is worthless because you lack much in the department of simple
> compassion to help or give free advice to those who seek it. You obviously
> can't help yourself because you have better than 50 years experience of
> being a pedantic asshole which outshines your ability to give simple advice
> on how to hold a fucking 16 oz claw hammer or nail two boards together.
> This advice to you sir holds true because, unknown to you, your over-sized
> ego has long since taken over without your knowledge and too bad for you,
> over shadows any credibility you may have had. The only thing you have left
> is the lack lustre ability to blather on about your own self importance. You
> couldn't offer advice to a five dollar whore on how to rid herself of the
> body crabs.
> You take so much joy in masturbating to the sound of you own stupidity,
> that you still haven't figured out why your cock turns orange every time to
> eat cheesies.
>
>
Um, you misspelled "gall," and it shouldn't be capitalized since it's
not the first word of the sentence. Oh, and you top-posted. Other than
that, you seem to be in good shape. Well, not counting the fact that
your garage is quickly turning into a project from hell. I'm sure that's
not related to your personality, though, so please carry on.
Why didn't you say so? This should help clarify things for you:
http://tinyurl.com/y8g934y
R
Why didn't you say so? This should help clarify things for you:
http://tinyurl.com/y8g934y
*Rico thanks for that link. I will probably use it myself sometime. I'm
just wondering if the OP even bothered with permits and inspections and
other pesky things like consulting an architect.
In this case I think the punishment may fit the crime.
I thought you were going away...Go ALREADY...what an assclown....
> I'm
> just wondering if the OP even bothered with permits and inspections and
> other pesky things like consulting an architect.
You don't really wonder that, do you John? Normally I don't like to make
assumptions based on reading between the lines, but in this case ...
There is not some hard rule about the span of your upper floor. It's
whatever an engineer designs and certifies for the trusses. No matter
what arrangement you have with the guy building it, he went to a truss
manufacturer for the trusses. They're the ones on the hook for
certifying that the trusses meet whatever dead and live loads are
required. They probably had a number of gambrel trusses engineered up
already. Can't say if they had one that had a wider upper story space
or not. The company name is probably on the trusses or on some
paperwork with the trusses. You could call them and ask if they have
a collection of gambrel truss designs ready to go. Bottom line you
could have a wider 2nd story floor. Might have been cheaper for the
guy to get these with 12' space instead of an 15' space. Or maybe he
just screwed up.
Doesn't change where you are. If the trusses are sitting on your lot
then you have limited choices.
If you have an agreement with the builder that covers the basic specs
including a 15' wide 2nd story, and you both signed it, and you have
not paid him or the truss company then you could tell him to make it
right or pack up and leave.
If you have already given him money that changes things a lot. While
you might be in the right legally doing something about it is a whole
nother kettle of fish. Getting something out of a small contractor
via small claims court is a total pain in the ass. After considerable
effort you may get a judgement against him. But that just means you
won in court. You have to follow up with trying to collect it. Often
that is just as much if not more work than getting the judgement.
Where do you stand with this guy? Got any sort of agreement in
writing? Have you paid him anything yet? How much other work has he
done? You mentioned the concrete problems, is that fixed? Or is this
guy on the hook to jackhammer that out still? Concrete company
admitting fault?
This will really get some of your naysayers riled I suspect, but if
you want to go totally off the reservation you might be able to modify
the trusses you have to get the extra 3'. But only if you're building
without getting inspections. I built some roof trusses from scratch
for an addition once. I laid them out on the driveway and used
squares of osb, construction adhesive, and deck screws in place of the
metal plates. They've been up 10 years now. But these were for a
roof, not a floor. With a floor the loads are a whole lot bigger.
That partly why I don't like engineered trusses that include a floor.
>
> You don't really wonder that, do you John? Normally I don't like to make
> assumptions based on reading between the lines, but in this case ...
*I think that you are right Smitty, but it would be nice to have all of the
facts so that we can pass this information on to the next generation.
> On Dec 23, 2:26�am, "Danimal" <dani...@theroyalalberthall.com> wrote:
>> thanks James but I'm more interested in the maximum allowable span of
>> a gambrel roof truss and loft space.
>>
>> "jamesgangnc" <jamesgan...@gmail.com> wrote in message
>>
>> news:abda802a-2fb8-43c1...@x18g2000vbd.googlegroups.com
It's been a couple of decades but IIRC I received a truss spec with a
PE's stamp when I ordered the trusses. I had to present that along with
the basic plan to get the permit.
That's not the case everywhere. Some places issue permits for plans
that include manufactured joists or trusses without a stamp. I guess
the inspector checks them on framing inspection.
I learned a few lessons for this week, thanks to those who tried to offer
some real assistance and a special alt.home.repairs thanks, goes out to the
other idiots who post here who did not help at all but gave me enough
insight to remind me to take care of myself and rely less on others for
anything including advice.
"jamesgangnc" <james...@gmail.com> wrote in message
news:60d18ded-429d-41ad...@m38g2000yqd.googlegroups.com...
"Smitty Two" <prest...@earthlink.net> wrote in message
news:prestwhich-22700...@newsfarm.iad.highwinds-media.com...
A diagram will be 150$ in advance, your concrete needs to be removed
and replaced before you screw up anything else as you watch your
trusses rot in the mud this winter, Merry Christmas, come back soon.
> Instead I had a pack of Hyenas scoff and tell me
> that I deserved what I got without knowing anything.
That's because you've been acting like the world's most despicable
asshole. You don't walk into a room and say fuck you to everyone and
then expect them to help you, if you're not psychotic, which you
apparently are. Likely you're treating the concrete guy and the framer
like shit, and they're shafting you for it. You're a fucking baby, and
your anger is way the fuck out of control, dude.
Of course he didn't do his homework first - he's doing it now, after
the fact. But, hell, he has a friend that is a _registered_
governement building inspector. Things are really looking rosy now!
R
Yes but you left out the apostrophe in "that's". Sould hace capatalized the
"u" in "um" too.
Very professional reply until you went out of your way insulting below the
belt with "dude". Shame on you. Everything else fine!
<snipped angry gibberish>
I thought you left?
Yeah, but he's got a registered _government_ building inspector now -
for free. What could possibly go wrong...? {rolling eyes}
R
SInce you're not out any money yet you are in a decent position. In
this case the contractor is possibly more hurt by the original lack of
a paper agreement than you. It's always a good idea to get something
down on paper no matter how simple the job. Even if it's just a few
hand drawings and a paragraph or so of description. If for no other
reason it gives everyone something to refresh their memory with days
later when ordering materials or planning concurrent projects.
You are still at some risk that the guy will just decide all hope of
profit is gone and he walks. Do you have his signature on you
contract yet?
I looked at your original post since you seem to have riled up a fair
number of others. You did come off with a bit of attitude but I can't
say you really crossed the line. I think you could have left the
adversarial situatiion with your contractor out of the post and still
asked the questions you wanted to ask. Some of these guys are
typically on the other side of those situations and the also ones
being wronged in a lot of cases.
Since you're back to the drawing board imho I'd go over the details of
your roof system with your contractor before anyone orders more
trusses. Like I've said a couple times before I'm not fond of those
as a general rule. In the gambrel garage situation a lot of times
that space ends up being used as storage. Your contractor probably
priced trusses based on the minimum required for code. Probably 40/10
L360. If that space gets used as storage at some point in the future
somebody is going to exceed the spec. That might not be in your plans
at the moment but we all know how things change. It's not going to
fall down but the deflection and bounce will probably be lousy. Now's
the time to think about spending a little extra, probably just a few
hundred per truss to go to some higher standards.
WOW. I think you should be writing greeting cards, there must be a market
out there for that kind of abuse.
"EXT" < wrote in message
So written by someone who fits his monicker perfectly.
"EXT" <noe...@reply.in.this.group> wrote in message
news:4b33d96c$0$65849$892e...@auth.newsreader.octanews.com...
What you describe sounds more like Mansard than Gambrel trusses. Your
contractor may be right if this is the case. Grambrel trusses may have
given you nearly thefull width of the garage.
Jimmie
"JIMMIE" <JIMMIE...@YAHOO.COM> wrote in message
news:7c2f343e-2716-4a32...@d20g2000yqh.googlegroups.com...
I think (and this is expert advice, not my opinion) that you should
direct your questions to the architect that designed your garage. Yeah,
oops.
Nothing personal but lots of garages get built without an architect.
Nothing against architects but if you're looking to keep the costs
down then that is not the way to go. It's just a garage. If
designing it yourself is too much then buy a set of plans off the
internet.