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  #1  
Old 8/13/10, 12:16 AM
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Default Wind Mit Scenario #3 (Roof Calc)

In Yorks class we were taught a slightly different way to determine the roof shape then what I was accustomed to. The difference is how the gable roof calculation is made. This exercise should expose the proper proceedure.

What is the roof shape of PLAN "A" ?
What is the roof shape of PLAN "B" ?
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wind-mit-scenario-3-roof-calc-drawing-002.jpg   wind-mit-scenario-3-roof-calc-drawing-001.jpg  
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  #2  
Old 8/13/10, 12:25 AM
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Default Re: Wind Mit Scenario #3 (Roof Calc)

Here is a more visable PLAN "A"
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  #3  
Old 8/13/10, 6:13 AM
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Default Re: Wind Mit Scenario #3 (Roof Calc)

A=Hip
B=Non-Hip



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  #4  
Old 8/13/10, 7:52 AM
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Default Re: Wind Mit Scenario #3 (Roof Calc)

Quote:
Originally Posted by gbell View Post
A=Hip
B=Non-Hip

same here




John Shishilla
State of Florida Licensed Home Inspector #21
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Mold Assessor MRSA 1544
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  #5  
Old 8/13/10, 10:14 AM
William P. Campbell William P. Campbell is online now
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Default Re: Wind Mit Scenario #3 (Roof Calc)

I agree with Greg's answer. Now if I could add to Dennis' senario. What if Plan A's entrance which is now clearly a gable was an overhang with a hip roof at the same roof line as the home. Then the same question with the hip extention 4' above the tie beam connection which is the half hour conversation I had yesterday with an Ins. agent. The difference was a thousand dollars a year to his client. I stated the non-hip description. ANY OTHER ROOF SHAPE OR COMBINATION INCLUDING HIP,GABLE.ETC. He felt it should be treated as a hip and not counted in the calculation. Opinions Please.



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  #6  
Old 8/13/10, 4:23 PM
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Default Re: Wind Mit Scenario #3 (Roof Calc)

Quote:
Originally Posted by wcampbell2 View Post
I agree with Greg's answer. Now if I could add to Dennis' senario. What if Plan A's entrance which is now clearly a gable was an overhang with a hip roof at the same roof line as the home. Then the same question with the hip extention 4' above the tie beam connection which is the half hour conversation I had yesterday with an Ins. agent. The difference was a thousand dollars a year to his client. I stated the non-hip description. ANY OTHER ROOF SHAPE OR COMBINATION INCLUDING HIP,GABLE.ETC. He felt it should be treated as a hip and not counted in the calculation. Opinions Please.
I'm not sure I follow your scenario. When you say overhang, are you refering to it being an entry or foyer type situation? I assume the 4' above a tie beam refers to a raised roof line or raised truss bearing. If it is a raised entry that has a hip roof, the entire roof remains hip, it does not matter that there is an open area below as we are defining roof geometry. Open structures such as entries experience additional forces (positive & negative) depending on wind orientaion, but the roof geometry stays the same. You should not designate a roof as something other than a hip simply because it is raised, or open space below. I am leaning towards the same answer as your insurance agent, but i may be misunderstanding your question --- please elaborate a little more.
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  #7  
Old 8/13/10, 6:40 PM
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Default Re: Wind Mit Scenario #3 (Roof Calc)

I'm going to continue adding to this basic roof geometry -- maybe a second floor and some flat areas so that we can beat this thing to death. It will have its own wind mit Scenario # ----- Roof geometry calcuations as taught by York are quite different from the way I was doing them in the past, so I think we should continue to review this subject -- Do you readers want to continue with roof geometry?
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  #8  
Old 8/13/10, 6:42 PM
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Default Re: Wind Mit Scenario #3 (Roof Calc)

Quote:
Originally Posted by dquigley View Post
I'm going to continue adding to this basic roof geometry -- maybe a second floor and some flat areas so that we can beat this thing to death. It will have its own wind mit Scenario # ----- Roof geometry calcuations as taught by York are quite different from the way I was doing them in the past, so I think we should continue to review this subject -- Do you readers want to continue with roof geometry?

Are you trying to scare us?

Bring it!




John Shishilla
State of Florida Licensed Home Inspector #21
Residential Contractor
Accredited Claims Adjuster (ACA)
Mold Assessor MRSA 1544
President of Fl Home & Insurance Inspectors Chptr
VP of Nachi Managment


Serving all of Baytree, Melbourne, Palm Bay, Cocoa, Rockledge, Viera, Satellite Beach, Indian Harbor Beach, Indialantic and surrounding areas.

Honor Construction Inspection Service
www.honorconstruction.com
"Because details matter"

321-327-2950

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  #9  
Old 8/13/10, 6:52 PM
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Default Re: Wind Mit Scenario #3 (Roof Calc)

Fear is in the eye of the beholder -- lol
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  #10  
Old 8/13/10, 7:17 PM
William P. Campbell William P. Campbell is online now
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Default Re: Wind Mit Scenario #3 (Roof Calc)

Dennis, I will install a picture to clarify my senario.
Attached Thumbnails
wind-mit-scenario-3-roof-calc-dsc01682.jpg  



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Last edited by wcampbell2; 8/13/10 at 7:35 PM..
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  #11  
Old 8/13/10, 7:40 PM
William P. Campbell William P. Campbell is online now
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Default Re: Wind Mit Scenario #3 (Roof Calc)

I got the picture up. It is that front entrance that I was to understand should be included in my non-hip calculation along with a gable in the back of the home. That front area puts it over the 10% mark.



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  #12  
Old 8/13/10, 8:00 PM
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Default Re: Wind Mit Scenario #3 (Roof Calc)

If I understand correctly;

I include these sides in the calculations, I add fascias and gable bottom cords. If there is two stories, it could be a bit different.
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wind-mit-scenario-3-roof-calc-dsc01682.jpg  




John Shishilla
State of Florida Licensed Home Inspector #21
Residential Contractor
Accredited Claims Adjuster (ACA)
Mold Assessor MRSA 1544
President of Fl Home & Insurance Inspectors Chptr
VP of Nachi Managment


Serving all of Baytree, Melbourne, Palm Bay, Cocoa, Rockledge, Viera, Satellite Beach, Indian Harbor Beach, Indialantic and surrounding areas.

Honor Construction Inspection Service
www.honorconstruction.com
"Because details matter"

321-327-2950

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  #13  
Old 8/13/10, 8:16 PM
William P. Campbell William P. Campbell is online now
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Default Re: Wind Mit Scenario #3 (Roof Calc)

John, my question is should this entrance roof structure be part of the non-hip calculation added to the gable in the back of the house. If so it would push it over the 10% mark.



Prestige Property Enterprises,Inc
Bill Campbell
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CBC1257312
HI-904
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  #14  
Old 8/13/10, 8:27 PM
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John Shishilla John Shishilla is offline
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Default Re: Wind Mit Scenario #3 (Roof Calc)

Quote:
Originally Posted by wcampbell2 View Post
John, my question is should this entrance roof structure be part of the non-hip calculation added to the gable in the back of the house. If so it would push it over the 10% mark.

The entry roof is all hip and it should be used in the calculations.




John Shishilla
State of Florida Licensed Home Inspector #21
Residential Contractor
Accredited Claims Adjuster (ACA)
Mold Assessor MRSA 1544
President of Fl Home & Insurance Inspectors Chptr
VP of Nachi Managment


Serving all of Baytree, Melbourne, Palm Bay, Cocoa, Rockledge, Viera, Satellite Beach, Indian Harbor Beach, Indialantic and surrounding areas.

Honor Construction Inspection Service
www.honorconstruction.com
"Because details matter"

321-327-2950

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  #15  
Old 8/13/10, 9:54 PM
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dquigley dquigley is offline
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Default Re: Wind Mit Scenario #3 (Roof Calc)

Quote:
Originally Posted by wcampbell2 View Post
John, my question is should this entrance roof structure be part of the non-hip calculation added to the gable in the back of the house. If so it would push it over the 10% mark.
It should be used in the calculation, but used as a hip roof, not as a non hip roof. When calculating the lineal footage of roof across the entry, only count the width of the raised entry once, do not add additionaly for the house roof across this opening.

I believe your main hang up is in classifying the entry roof type. It is a hip roof, not a gable. A gable roof has a flat face forming a trianglular wall, all you have here are sidewalls underneath a hip roof.

Take the horizontal measurement of the gable roof in the back and devide by the total roof fascia measurement (which includes the front entry lineal footage). If it is less than 10%, the roof is classified as hip. I'm pretty sure you have a hip classification.
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