It was a tough winter season this last year. Eventually we got a roof underlayment installed (roof paper) which helped no take in all the water that fell on the roof. At the end of the framer contractor stay, we had some rains but less. I noticed in spots we were still taking in water. I found some holes and only much later this summer when i started working on the roof myself, did I accidently come accross other “sharp” penetrations in what is the last barier to water protection.

I did a full roof review and found hole penetrations everywhere. Many of these were from scafolding hold downs which is not surprisimg, but no effort to patch them up. The most egregious were the nail or screws that came up through the roof sheeting and penetrating the roof underlayment. This was from detail work we asked from them for a nice gable end vent look. They secured trim work and the result were plenty of sharp penetrations into the roof.

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I have pulled all the roof underlayment away to clean up these errors. Carefully placing the underlayment back, but wondering if I should scrap all this and replace with a new underlayment that has not 6+ UV exposure and nail holes and abuse.

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So I’m not happy with the state of affairs with this contractor. I feel stuck because we have a contract and I have nothing in my favor. The plans are lacking… so any additions, changes, or corrections are going to result in added charges. This invoice alone has $1200 in extra costs. Also, there is a $7700 charge for material that I don’t agree to, but it’s a matter of a difference in opinion. Once you get an erection, you purchase levitra online slip a tension ring over the base of the penis. The action in the HIFU is comparable towards the levitra 20mg online action of focusing sunlight through a magnifying lens. In order to eliminate ED viagra pfizer cialis from their lives, medical science has given a great variety of disorders right from depressions to panic disorder and bulimia. Erectile dysfunction isn’t just generic cialis prescriptions a problem for older men anymore. The contracter screwed up assuming the job was slab on grade. At the first day we had a gentleman’s agreement that I would pay for the material and he the labor. I thought this meant I would reimburse him for the cost of the material. Actually he charged me a markup. He gets a nice discount from the lumber yard and is charging me list pricing. I’m not paying that amount as I’m hoping we can discuss this and agree on what is fair.

So I complained to the owner of the fraing crew about the mud and he claims to have told the crew that wasn’t good, and to have them clean it up. Well they didn’t do much of a clean up job other than continue to press the mud into the fibers of the OSB flooring as they walked around.

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To add additional disrespect, the owner claimed the mud(dirt) will eventotally dry up and just sweep out…

So the crew wasn’t able to do much house wrap after fixing their lack of knowledge on how to read plans and follow them. So they came back the following day as a light rain fell on the project. They got out their ladders and placed house wrap on the sheathing. After solving the cardio vascular trouble this works for getting the arteries and veins cialis generika 40mg enlarged. Stay happy and viagra from uk keep your partner happy and makes you fulfill all your needs. It contains the exact same active ingredient which levitra online is marked as PDE-5 inhibiting agent. Not all treatments are order cialis suitable for all women. After a few hours, fully wet ad covered in mud, they left. I later obsserved they tracked mud all over the interior of the house… I wasn’t please and should have told them not t return, but I was still not weathered in and more rain was going to keep coming.

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Part of code and good practice is to have air vents supplying fresh and movable air to the crawl space under the house. We have a raised foundation and thus a crawl space underneath. Our approved plans show vents, but these plans assumed the vents would be installed at the cripple wall around the house. The North-East side of the house has no cripple wall and now we have a problem. The structural plans indicate 12 inch center to center floor joists and foundation vents are standard 16 inch. Additionally, our title-24 plans indicate R-30 insulation at the floor which amounts to 10 inches of batt insulation (floor joist are 12 inch in depth). 

So a standard vent (14’x4″) hole would expose both the insulation and floor joist to the elements. So we have an issue to resolve that isn’t detailed in plan. I don’t like these kinds of situations.

California Building Code, Part 2, Volume 1, CHAPTER 12 – INTERIOR ENVIRONMENT

1203.4.1.1 states we need to have 1.5 sq feet of venting per 25 linear feet of exterior surface.

On the North-East side we have about 40’8″ of exterior wall (or 40.7 feet).
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So we need 2.442 square-feet of venting, lets round up to 2.5 sq-ft.

A 10″ x 3 1/4″ duct work results in 0.226 sq-ft.

It would take 10 holes…. 🙁

This project (and every project) has its challenges. I was hopeful we would have done our due-diligence and worked out problems in advance, or something would be known in advance. Sadly, I don’t feel we achieved my desired goal. So now its the run of the fire drill, for every turn we make.

This evening’s challenge is a warning shot from the framer. He stated we should discuss on Monday the specifics of the roof above the stairs, the plans don’t have details on it.

So looking at the plans…

Section of plans showing the stairs

we can see there is a detail call out, the circle with a 7 over S-5. This means we go to page S-5, where we can find detail 7.

Detail of how the roof above stairs is structured.

looks like it is spelled out, what is the contractor talking about?

Unfortunately, I never completed modeling the house, and thus studying how this is built from plan. So let’s hurry up and try to build this specific thing in model.
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model it

So it look close enough. Often times details in plan don’t reflect your project exactly as they are “standard” drawings which suggest how things come together. The rub here is our lower wall is an off angle. As we pan away in the 3D view, we can see conflict between a large scheduled beam and the double top plate.

conflict!!

This doesn’t show in the detail because details are a slice of the whole picture. If you look back at the first image, you see the line that represents the sliver of what the detail shows us. What is not shown to us is how the 2×6 wall (which is at an angle) is to be built.

I don’t know how this is to be solved. This isn’t my field of expertise. The best I’ve come up with is this so far.

does this work?

I can’t get any help in this tonight. I’m not liking these fire drills. Don’t get me started on foundation (crawl space) ventilation. That it is raining and engineered lumber is sitting in the rain. That we are going to run out of money. That I’m saving old lumber that isn’t being considered for finish work. Everything I do is wrong or a waste of time….. I could care less about interior doors at this point in time.

I’m looking at the forecast every few hours. It’s been mostly raining since the foundation was poured (1/4/2019). The framer is itching to get onsite… but the rain isn’t making for a very nice job site. We have mounds of soil (horrible adobe clay) that are just turning into muddy mess. Oh! Don’t you like pills? No issues we offer Kamagra Oral Jelly Tablets in a variety of flavours. viagra pill price Physical therapy in Nyack, Nanuet, can not only help to restore lost mobility, but also prevent free viagra sample the condition from worsening. Silagra is one of such generic ED medications which are effective in curing cialis brand online https://drscoinc.com/viagra-1018.html all sex problems. Other purchase viagra more common reasons include a man’s lifestyle. The ground around the foundation is horrible mud. Need the ground to dry up and need to remove the extra soil. I’ve been digging with a shovel to work the soil and it’s just been a mess. So I’m looking forward to a dry spell…