Heritage Builders
About us
Energy Conserving, Relationship Building Home Remodeler since 1985. 86% repeat and referral business. 4-10 employees.
Business highlights
Services we offer
We build, add on to and remodel, and repair homes in Menomonie and the surrounding area. All of our projects incorporate best energy efficiency practices. We recycle everything locally recyclable. Carpenters, concrete, excavation and some finishing trades., we do everything on a home except the mechanicals
Number of Stars | Image of Distribution | Number of Ratings |
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25% |
I had an inspection done and this is what he wrote.
Upon inspection there was found a W12 x 22 Beam spanning roughly 16' that was used to replace a basement postthat had a design load of 11,702 lbs. per Wick Homes Model 454M-E drawing dated 10-14-2004. The basement is of the Superior Walls design and manufacture.
The minimum load requirements for the posts under the home per Wicks drawings is 11,702 lbs.
Three of the original posts were removed as they were too long to accommodate the 12" depth of the newly installed beam. The design load rating of the posts that were removed was taken from the postand is 13,700 lbs. The allowable load rating of the new posts used to support the 12 x 22 beam is per their labeling 12,100 lbs.
Since the two new posts replaced existing posts that needed a minimum oad capacity of 11,702 lbs. plus the additional load that was supported by the post that was removed, the load on each of th posts supporting the beam can be 11,700/2 +11,700= 17,550 lbs. Plus 1/2 the weight o f the new beam = (22lbs./ft x 16 feet)/ 2 = 176 lbs for a total load per post of 17,726 lbs.
Thus the newly installed posts are undersized according to the allowable load rating found on the post's label. 17,726 lbs-12,100 lbs = 5626 shy of the design load required per post.
Note the load from the home is based on the floor and roof load as this is a manufactured dwelling which transfers 1/2 of the roof load down throuhg the center of the home to the row of posts in the basement. This is common for the manufactured dwellings and homes as the roof trusses are not designed and built to span from the two exterior walls of the dwelling, but instead each half of the home's roof trusses spans fromthe exterior walls to the middle wall, transferring half of the roof load from each half of the home down through the center of the home to the posts in the basement.
As one can imagine the footings for the posts should have been investigated to insure they can take the 50% additional load on each of hte two footings. Nothing was done during the inspection to ascertain the size of those footings. as the concrete floor covers the footings.
Calculations were done to check the size of the steel w12 x 22 beam. Those calculations were done by hand and checked using a PC program. Copies of those calculations are attached. Note that the beam's allowabel stress iin bending was OK as was the web compressive forces where the web joins the flange at the supports. Calculations did show the need for a web stiffener. None was provided by the builder. Also the connection of the post to the beam is questionable as the top of the new posts are not designed to provide lateral support to beam. The builder did attempt to provide lateral support to the bottom flange of the beam, but the works looks questionable and amateurish. If I were the Authority Having Jurisdiction (Building Inspector) I would not accept that means of providing lateral support in that area unless the builder could show it to conforms with standard practices by providing written documentation showing the technique used is common in building trades and that the bearing plate on the post is sufficiently well attached to resist any lateral forces.
The marriage beam in the home is laterally supported along both its top and bottom by floor joists wihich frame int it. The W12 x 22 steel beam is only laterally supported along its top flange as installed.
Even though the beam size selected can take the loading numbers imposed on it by the home if it had web stiffeners at the supports, the means used to transfer the loads from the marriage beam in the basement to the W12 x 22 beam fails to comply with NDS 3.8.2 (the NDS is adopted in the UDC in SPS320.24, the former Comm 20.24) as a 2 x 10 is bolted to the top flange of the W 12 x 22 and is nailed to the bottom of the marriage beam with the grain running parallel to the W 12 x 22. this arrangement allows the 2 x 10 to overhang the W 12 x 22 by 2 1/2 inches on both sides of the beam and that induces tension in the 2 x 10 and that tension is perpendicular to the grain. NDS 3.8.2 reads: designs that induce tension stress perpendicular to grain shall be avoided whenever possible. (See References 16 and 19). When tension stress perpendicular to the grain cannot be avoided, mechanical reinforcement sufficient to resist all such stresses shall be considered. (see References 52 and 53 for additional information).
The width of the top flange of the W 12 x 22 is 4. 030". There is a commonly found gap between the two marriage beams such that the width of the W12 x 22 flange just catches/supports two of the six 2 x 's that make up the marriage beam.
The beam would have been better installed with 6" x 6" bearing plates( size per Wick drawings) attached to the beam that support the marriage beam where the posts did OR cut the 2 x 10 into pieces of sufficient length to catch the entire width of the marriage beam and arrange the 2 x 10 pieces so that the grain ran perpendicular to the marriage beam and place the 2 x 10 pieces along the entire length of the W 12 x 22 which would have complied with NDS 3.8.2
Heritage Builders has an excellent reputation in the area for high standards and quality work. We'll use them again in the near future.
The people working kept the job site clean. They were well mannered and a credit to the business.
Projects were finished on schedule. Everything was cleaned-up - you would not know they were working here.
They did a follow-up on satisfaction.
The members of the condo that were involved were all very pleased with their professionalism.
Their estimate - to paint kitchen cabinets and a bedroom - seemed EXTREMELY low (roughly $900, including materials), and - being new, first-time homeowners - we didn't stop to think "huh, that seems quite cheap - maybe they don't necessarily know what they're getting in to...". So in one way, this poor experience might have been due to us not making the right choice to begin with (and I hadn't joined Angie's List yet either).
The kitchen cabinets were stained a dark walnut color, and we wanted to paint a white/cream color. We knew this would take multiple coats and primer, due to the color underneath. They removed the cabinet doors and had them at their shop for over a week for painting. During that time, a worker primed (very thinly) the cabinets and then painted it. There were paint drips on the wood floor, the wood trim, and other spots. There were also spots you could clearly see through the paint (you could still see the *wood grain* it was such a thin coat) and many places where you could see the brush strokes against the dark wood. When he brought the cabinet doors back and installed them, he had only painted the FRONTS of the doors, so the backs were still stained dark brown, which looked quite odd whenever you opened a cabinet. While we had said they did not need to paint the inside of the cabinets, we specifically requested that they remove and paint the front and backs of the doors. Essentially, he only gave the cabinets (and doors) one coat of paint, when anyone (including myself!) knew that it would take multiple coats to cover the dark stain underneath.
Moving on to the bedroom, it was much the same. The room was a light yellow, and we wanted to paint it a light pink. Once again, he only gave the room ONE quick/sloppy coat (and no priming), and did not fill any of the nail holes. There was paint splatter on the trim and large spots of yellow that we could see through the paint. He also didn't paint the inside of the closet, which we assumed would be part of it as well, since it was the same color (and we had cleaned out the closet for him to paint).
After seeing all of this, we were extremely surprised, and called (and emailed) Ron right away. He came out to look at the job, and agreed that there was a number of issues that needed to be fixed. One must keep in mind that our quote was quite simple: paint cabinets and doors in kitchen and paint bedroom. There was no details about number of coats, priming, or anything. We assumed that when a professional company says they will paint a room or cabinets, they will do a job that looks *finished*. I believe that the greatest problem in this experience was lack of communication. Nothing appeared to be written down or explained, so when we mentioned or assumed things, they did not end up doing them.
A few days later, we were extremely surprised to get an email from Ron saying that he had spoken with the painter, who disagreed with a number of our claims. Basically, Ron was siding with his employee, and since we had a very simple quote on paper, there was nothing we could do. He said that if we wanted a second coat of paint in each room and have the backs of the kitchen cabinet doors painted, we'd be looking at a bill that was nearly DOUBLE what we originally paid. Since it was either doing this or going through the process of hiring a professional painter (which would take even longer), we decided to do it and realize that it should have cost that much (or more) to do it in the first place.
Since they were asking us to essentially pay double of what we were originally quoted, it was quite obvious that they didn't care about our business in the future or their reputation, which was too bad. I believe that a company who would want to insure a good rapport with a customer (and get future business from them) would have handled this situation differently.
I think that they might be a fine company for handyman work, but I would not recommend their painting services to anyone, even if they say that it is part of their line of work.
"customers comments are a fair representation of what occurred. There was much miscommunication between our employee who does fine finishes and the customers. Assumptions were made rather than carefully clarifying details. The work was estimated and offered with one coat acknowledging the uncertainty of coverage. This was a mistake on our part. And things did not get any better from there."
That is when it went a bit south. We had assumed that either Ron would be helping to install the shelves (since he was the only contact person we had interacted with) or - at the very least - he would stop by to check-in on the workers as they did the job. Unfortunately, the sub-contractors (or whoever it was installing it) ended up doing many things wrong, including not removing (or covering) shoes on our white carpet, not cleaning up after themselves inside and outside, reattaching electrical outlets unlevel, not leaving enough room for the carpet guy to re-tuck the carpet, and completely covering up the only cable outlet in the room.
As expected, they had to send someone to come back and right all of the above wrongs, which was inconvenient. If the quality of the install job would have been like we expected from interacting with Ron, I believe it would have been an "A" rating. Also, if they had not come back and fixed the errors, it would have been a "C" rating.
"Again, the member's report leaves little to dispute. This should have been a snap for my young carpenters and there too, communication was lacking. I am fairly certain I apologized for the experience. We have not repeated such mistakes again."
"Ron, I, am the owner of Heritage Builders. Bill is our project manager. This repair required the skills of Steve Skoll."
"Actually we are one company of several to many carpenters. Except for a roofer and all mechanicals, concrete, and excavation, most all of our work is done by company employees, trained by us and overseen by our project manager, a state building inspector himself. Our key personnel have been with me 26 years and 12 years. All new hires are graduates of construction courses in technical colleges."
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