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Originally Posted by jwick There’s a thousand ways to skin a cat and there’s no doubt in my mind what you are doing will work. You don’t strike me as
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#1 (permalink) | |
A True Z Fanatic
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Later will add some trusses & tie into house. But for now will be a standalone. 1 entrance door & 1 garage door. ![]()
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#2 (permalink) | |
A True Z Fanatic
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Infiniti QX70 & Toyota Supra 3.0 Premium |
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#3 (permalink) | |
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Cool. I have a degree in structural engineering if you need to pass anything by me. |
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#4 (permalink) | |
A True Z Fanatic
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![]() Those 6x6’s & 2x12’s aren’t no joke ![]() I’m drilling & bolting everything together with 1/2” & 5/8” carriage bolts ![]() I don’t like notching out the 6x’s.....I’d rather sandwich them with 2x12’s & bolt them & when another 2x12 intersects; the hole drill placement is a different pattern,,,so they don’t touch ![]()
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#5 (permalink) | |
A True Z Fanatic
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Infiniti QX70 & Toyota Supra 3.0 Premium |
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#6 (permalink) |
A True Z Fanatic
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#7 (permalink) | |
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Fast Intentions "Stage Seb" twin turbo #098- Specialty Z/Tial-Xonarotor/CJM/Ecutek/HKS/KW/SPL/Hotchkis/Rohana/Toyo 750whp/700ft.lbs |
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#8 (permalink) |
A True Z Fanatic
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That’s nothing; had a neighbor ax me if I had a building permit
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#9 (permalink) | |
A True Z Fanatic
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#10 (permalink) |
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Building permit? What's that?
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![]() 浪人 - 殺し屋 "The Difficult Anytime, The Impossible By Appointment Only" http://www.the370z.com/members-370z-...o-journal.html |
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#11 (permalink) |
Ronin Samurai - Assassin
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#12 (permalink) | |
A True Z Fanatic
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![]() Still contemplating the 2x’s of perlines & weather I’m going 16 or 24” centers....as the 6x6’s are 8’ on center & 2x12’s will be doubled across & around the top & bottom. So it shouldn’t blow over ![]() There will be a 16’ span across the doubled 2x12’s....so any input on perlines,joist hangers,etc... will be appreciated ![]()
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#13 (permalink) | |
A True Z Fanatic
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![]() But I’m gonna go ahead & build my own trusses & put them on top...just want to have at least the 16x16’ assembled & leveled before adding more weight. ![]() The pitch is probably only gonna be around 4:12, as that’s what my front gable is....roof is 5:12 on house ![]()
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#14 (permalink) |
A True Z Fanatic
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Good Sunday Morning all. Well it's official, UT is NOT Back and they are not good.
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#15 (permalink) | |
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You just want to make sure you have enough stiffness. That can be largely affected by the column connections. If you have a full moment connection at the foundation the upper portion can be lighter. If you have a weak connection then you need to stiffen the upper to resist the loading. |
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