How worried should I be? (New Construction, Picture Heavy)
T J
8 years ago
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T J
8 years agolast modified: 8 years agoRelated Discussions
Realtors -- Please Read in Building Forum: "How Worried Should I Be?"
Comments (5)Couldn't any attorney serve as long as he had a standby construction expert who could testify to the shoddy workmanship and its consequences. I have looked at the thread but been too busy to attempt any real advise. But to answer your question as far as I can tell from the thread it is a fairly decent sized builder, this means that the builder will have an attorney on retainer who is intimately familiar with their business and probably a contract skewed toward the builder. Although any attorney who has done contract work can probably take a swing at it, you run the risk of destroying any savings in fees and increase the chance of losing exponentially. A good local realtor or real estate/construction attorneys are really his best options....See Morenew container veg garden, tons of bugs, should i be worried?
Comments (20)i decided to wait a little bit before doing anything, thinking maybe its just first gardener jitters, being jumpy at anything happening in the garden like some bugs running around. theres been a bit of a cold snap here in my region and i havent seen many bugs since to be honest. im attaching some pictures here of the plants. they seem good so far, no sign of nibbling or rot, yet. dave, i see your point with nurseries. i also felt like they were being partially dismissive as well but now i know better and next time will come to houzz to talk to gardeners instead. i wonder, since the seedlings look so nice if i should wait until spring planting season to take out rocks and mesh netting etc. also, does anybody have thoughts on fertilizer at this stage with the seedlings? i sprinkled a tiny bit when i transplanted the seedlings but wonder if i need to be feeding them more (have dr earth)? only the kyoto red carrot (CORRECTION: DAIKON LEAVES) leaves seem wilted at the ends and some of their smaller leaves are dying.(photo attached)...See MoreTansy next to me, and moving in. How worried should I be
Comments (13)"If it is labelled noxious in your state, the owner of the property must remove it - a call to the town may be in order." This is not the case in WA state. The noxious weed/invasive species list is broken down into 3 classes with only the Class A weeds requiring attention. Tansy ragwort (Senecio jacobaea) is a Class B noxious weed and plain ole tansy (Tanacetum vulgare) is a Class C noxious weed. Control is encouraged with Class B&C weeds but NOT mandated. Since we have not yet seen the plant in question, it could very well be either tansy ragwort or just the tansy on the neighboring property. Cutting them back is a decent option. Personally I'd be far more concerned about the broom invading my property than either of the tansies....See MoreLong crack in concrete slab (new construction). Should I be concerned?
Comments (19)PPF: All materials have a coefficient of linear thermal expansion. Coefficient of linear thermal expansion for concrete is roughly the same as for iron which is why it (rebar) works well with concrete. Expansion/contraction is significant for long linear surfaces such as the large concrete slab with the crack OPs thread. Though there is a much more to material science, especially concrete and types of concrete, hopefully the following excerpt provides an adequate explanation. THERMAL EXPANSION AND CONTRACTION Materials expand or contract when subjected to changes in temperature. Most materials expand when they are heated, and contract when they are cooled. When free to deform, concrete will expand or contract due to fluctuations in temperature. The size of the concrete structure whether it is a bridge, a highway, or a building does not make it immune to the effects of temperature. The expansion and contraction with changes in temperature occur regardless 0of the structure’s cross-sectional area. Concrete expands slightly as temperature rises and contracts as temperature falls. Temperature changes may be caused by environmental conditions or by cement hydration (the exothermic chemical process in which the cement reacts with the water in a mixture of concrete to create the calcium silicate hydrate binder and other compounds). An average value for the coefficient of thermal expansion of concrete is about 10 millionths per degree Celsius (10x10-6/C), although values ranging from 7 to 12 millionths per degree Celsius have been observed. This amounts to a length change of 1.7 centimeters for every 30.5 meters of concrete subjected to a rise or fall of 38 degrees Celsius. Thermal expansion and contraction of concrete varies primarily with aggregate type (shale, limestone, siliceous gravel, granite), cementitious material content, water cement ratio, temperature range, concrete age, and ambient relative humidity. Of these factors, aggregate type has the greatest influence on the expansion and contraction of concrete. Severe problems develop in massive structures where heat cannot be dissipated. Thermal contraction on the concrete’s surface without a corresponding change in its interior temperature will cause a thermal differential and potentially lead to cracking. Temperature changes that result in shortening will crack concrete members that are held in place or restrained by another part of the structure, internal reinforcement or by the ground. Forexample, a long restrained concrete section is allowed to drop in temperature. As the temperature drops, the concrete tends to shorten, but cannot as it is restrained along its base length. This causes the concrete to be stressed, and eventually crack. Joints are the most effective way to control cracking. If a sizable section of concrete is not provided with properly spaced joints to accommodate temperature movement, the concrete will crack in a regular pattern related to the temperature and restraint directory. Control joints are grooved, formed, or sawed into sidewalks, driveways, pavements, floors, and walls so that cracking will occur in these joints rather than in a random manner. Contraction joints provide for movement in the plane of a slab or wall, and induce cracking caused by thermal shrinkage at preselected locations. One of the most economical methods for making a contraction joint is by simply sawing a continuous cut in the top of the slab with a masonry saw....See MoreT J
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