The Wayback Machine: Mr. Bray

By Joe Gresh

I didn’t start out working for Mr. Bray. He was a deep red construction foreman who had been baking in the Florida sun all his life. His nose looked like Bob Hope’s except God had pressed his thumb into Mr. Bray’s right nostril and kind of smooshed the thing to the side. Mr. Bray ran projects all around Miami. I was a laborer helping my dad who was an equipment operator. The main job of labor for an equipment operator is to never let the operator get off the machine. Anything that needed to be done in order to keep him in his seat was my responsibility.

Mr. Bray had hired my dad to do the earthwork on a shopping center he was building in North Miami. I was a hard worker because I wanted to make some seed money and go back to California. I was taking growth hormones and steroids at the time. It was all I could do not to tear the footings out of the ground with my bare hands. The meds were prescription: Starting with a 5-foot tall, 98-pound body the pills added 6 inches in height and 27 pounds in acne over 3 years. I had abundance of energy, man. I tore around the construction site like a banshee. Mr. Bray liked a hard worker, drug-induced or not, so he hired me away from my dad just by offering twice the money.

The job was Union, which meant I had to join one. Mr. Bray had connections at the carpenter’s local so he arraigned for my union card. This was a big deal because normally you’d have to wait in line to join and then you’d have to wait in line until the Union sent you out on a job. It might take several years to clear the backlog. I was a First Period Apprentice without missing a paycheck.

When I got that paycheck it was a disappointment. The Union dues sapped a lot, then the federal and state deductions sapped some more. My dad paid cash, you know? I ended up making less money than before. Mr. Bray had pulled strings to get me in but I showed him my pay stub anyway. “That’s not so good, is it?” Mr. Bray said. I told him that it wasn’t but that I would carry on. I mean I had taken the deal; I felt obligated. “Lemme see what I can do about it,” Mr. Bray told me.

The next paycheck I received my rating was Third Period Apprentice (equivalent to 1-1/2 years of experience and passing several written tests) and I was making 8 dollars an hour. This was more money than I had ever made in my lifetime. From then on my loyalties were clear. I was Mr. Bray’s boy. If he needed a body buried on the site I would do it faster and better than anyone else.

Mr. Bray’s crew consisted of a journeyman carpenter, a mid-level carpenter, a laborer and me. In practice, we weren’t tied to a trade. I might have to do a little wiring, relocate pipe or dig a foundation. We formed all the foundations, then the steel workers would tie the steel and we would pour the concrete. These were non-cosmetic jobs. For slabs we hired a crew of finishers.

It didn’t set well with the other guys when Mr. Bray made me the foreman the few times he had to go off site. I only had like two months of construction experience but had absorbed a lot more knowledge just by being around my dad. The journeyman carpenter got sulky taking orders from a third period apprentice.

I have never been a leader of men. My approach to management is to tell everyone to stay the hell out of my way and I’ll do it myself. Surprisingly it worked in this instance because these guys still had remnants of a conscience. We usually got more done when Mr. Bray was gone.

Mr. Bray used my size to motivate the crew. Whenever there was something heavy to move the guys would bitch and want a crane. “Gresh, put that plank on the roof.”  That was all I needed to hear. I was a greyhound shot out of a gate. I’d shoulder the 10-inch wide, 20-footer, run full tilt at the building, spear the end of the board into the ground like a pole vaulter and walk the board vertical onto the wall. While the rest of the crew shook their heads in pity I’d run up the ladder and grab the board, hand-over-handing the thing until I could rest it onto my shoulder. Putting the wood onto the roof took about 45 seconds.

The whole thing had a creepy, Cool-Hand-Luke-when-he-was-acting-broken vibe but I wasn’t acting. It was more an act of unreasonable anger. I wanted to get stuff done. It was all that mattered to me. Mr. Bray would turn to the guys and say “Look at Gresh, he did it easy. You don’t need a crane. Now put the rest of those damn boards up there.” Picturing the guys pole-vaulting the boards up one by one I’ll never understand why they didn’t beat the crap out of me when Mr. Bray turned his back.

Another Union trade on a construction job are the bricklayers. They would put up walls on the foundations we poured.  The floors were left dirt to allow new tenants to choose the interior layout.  After they put up the walls we would tie the steel and form the gaps between sections of wall then pour them full of concrete. The poured columns made a sturdy wall. Unfortunately, being only 8 inches wide, the wall is very fragile until the concrete columns are in.

Mr. Bray was always looking for ways to save the company money and as my dad’s equipment was still on site he would have me do small operator jobs rather than have my dad drive to the site and charge him. We needed a trench for something, I can’t remember what but since we only had a 14-inch bucket it didn’t matter. I was digging inches away from a wall with the backhoe at 45 degrees to allow the bucket to dump the spoil. I could only put one outrigger down because the wall was too close. The whole setup was wobbly and when a return swing ran a bit wide the boom tapped the wall. Not hard, it didn’t even chip the blocks.

It happened so slowly. The wall teetered. I pulled the boom away. I was wishing it to settle down. The wall tottered. More thoughts and prayers were directed at the wall. Slowly the wall went over and smashed into pieces. After checking to see that I didn’t kill anyone I went to Mr. Bray. “Um…we have a problem, Mr. Bray.”

He was marking stuff on his critical path chart. “What is it, Gresh?”

“You better come take a look.”

We walked over to the crushed wall. I explained everything like I just did. Mr. Bray was fighting some inner demons for sure. Finally his face relaxed and he said, “Don’t worry about it, we’ll tell the bricklayers the wind blew it over.” Man, I loved that guy.

From my dad I learned a perfectionism that I have rarely been able to equal. From Mr. Bray I learned that perfection is a great goal but the job needs to get done because another trade is waiting on you. Mr. Bray would let a lot of things slide that my dad would obsess over. Working for Mr. Bray was much less stressful and customers inside the finished shoe store could not tell the difference.

The shopping center was nearly done. I had worked for Mr. Bray 6 months. I had a couple thousand dollars saved and told him I was going back to California. “Why don’t you stay on? I’ll train you in construction management, you’ll be a journeyman carpenter in 5 years and you’ll be running jobs like this.”

Mr. Bray was offering me his most valuable gift. He was offering me everything he had: To pass his lifetime of knowledge on to me. I had to go back to California though and I left feeling like I had let Mr. Bray down in the end. And even today I’m not settled. I’m still trying to finish the damn job.


Keep the hits coming and keep us online:  Please click on the popup ads!


Never miss an ExNotes blog:


From all of us to all of you:  Merry Christmas!

ExhaustNotes Shed Slab Review: By The Numbers

I’ve finally finished the new floor in The Shed® at Tinfiny Ranch©. I didn’t really want to mix and pour the floor myself but events out of my control lead to that fateful decision. To understand how the floor ended up like it ended up you have to have an understanding of those aforementioned events.

The first thing everyone asks me is why didn’t I pour the floor first. It’s a valid question. The reason the shed went up on graded dirt had to do with time and money. Money was a problem because we had just bought Tinfiny ranch and our house budget allowed for a building or a slab, but not both.

Time was a problem because we were moving from a 3000 square foot rental house into a 600 square foot garage converted into a one bed, one bath home. All that junk from the big house had to go somewhere and renting a storage shed was out of the question. We were done renting crap.

We ended up buying a 30 X 50 Eagle Building for $13,000. Eagle buildings are the best square foot per dollar on the market and that price includes assembly on your land. The buildings are designed with a continuous steel sill that can be set up on bare ground as long as the ground is fairly even. No foundation needed.

The bad part about Eagle buildings is that they are not super heavy duty. They are a little stronger than a typical metal lawn building but not nearly as strong as a Mueller type building. Mueller buildings are very sturdy but cost twice as much as an Eagle and are delivered to your land on a series of pallets. You have to assemble the building yourself. Muellers also require a pre-poured slab with a foundation and all the attendant costs associated. I priced a 30 X 50 Mueller at $23,000. The foundation and slab was $26,000 from a local contractor. That $49,000 left you with a nice slab and numerous stacks of steel: you still had to build the building. I got a price of $6000 to assemble the Mueller from another local contractor.

Besides the fact that we couldn’t afford the Mueller and all that the Mueller involved, it would have been many months before we had storage for our junk. Three weeks after we bought the Eagle Building it was erected on Tinfiny Ranch and full of the junk we had dragged across country along with furnishings from the big rental.

I tried to get a local guy interested in pouring the shed floor but the job must have seemed too involved what with the building already in place and full of junk. I gave up for a year; just let the situation stay as is for a while. Then mice started burrowing under the edge of the building and wreaking havoc.

One of my Internet buddies is fond of saying, “Do it right or don’t do it at all.” He’s right, of course, but “Don’t do it at all” was not an option. That left “Do it wrong.” Sometimes in life stupid moves are the only moves you have left.

I started shunting junk towards the middle of the shed and pouring small sections whenever I felt in the mood. The solar power junction area was the first section I completed which allowed me to finish the off grid power system and shut that damn generator off.

The shed needed a foundation so I poured 16-inch J-bolts every 4 feet or so and once they were set I could excavate under the edge and pour a section of footer. I may not have needed the support from the J-bolts but the Eagle was flimsy and if the thing sagged or buckled even a little it would be a bear to fix.  I erred in favor of not buckling the shed.

Progress was slow because there was so much stuff stored in the shed I could barely make room for a pour. When she wasn’t working CT and I would go through the hundreds of plastic tubs and each time we got rid of a few. Pieces of furniture neither of us liked were donated to the thrift store. Slowly I made headway and had enough room to build a loft where a couple hundred tubs of really good junk could be moved. The floor space kept increasing and I kept pouring.

The job was not a continuous thing. I might work on it one week and leave it for a month, or 4 months. Mice were a blessing and a curse. Once they chewed up an item or tub full of clothing it was an easy decision to take it to the dump. The dust was incredible; each breeze sent a cloud of fine sand whirling around the interior of the building.

I’ve been sporadically working on the shed floor for 3 years. It was overwhelming at times but as I got closer to the finish line I kicked it into high gear: This last month I could smell the barn if you don’t mind that sort of lame wordplay. It’s funny, I have no common recollection of the work I did. I mean, if I think about it I can remember pouring each slab but I feel no personal connection, the slab is just a slab, like it has always been there or I hired a guy to do the job. It’s enough for me that the floor is done and done wrong. Let’s take a look at the numbers:

    • Number of individual slabs poured: 35
    • Average number of 60# bags per pour: 42
    • Thickness of floor: 4-inches
    • Thickness of footing: 8-inches
    • Thickness of sheer wall footing 10-inches
    • Number of 60# bags of concrete used: 1500
    • Total weight of concrete: 90,000 pounds
    • Amount of concrete in square yards: 22.5
    • Number of loads mixed @ 120# each: 750
    • Number of 16-inch J-bolt piers: 45
    • Estimated man-days to pour slabs: 80
    • Cost of concrete: $4410
    • Number of feet of ½” rebar: 250
    • Number of feet of 3/8” rebar: 1600

Never miss an ExNotes blog!


More Joe Gresh is here!

Product Review: MY Construction Supply Rebar Caps

We never used re-bar caps back when I was doing construction. I don’t think they had been invented yet. It was a different time: You had to be tough, man and I was. If you tripped and fell onto an exposed re-bar the thing would go clean through you and out the other side. The jobsites I worked on were grisly with dead men impaled on rusting steel. I’ll never forget that smell. In the hot Florida sun the bodies bloated fast, seemingly still alive as they twitched and waved a stiff, blackened hand each time a bubble of gas escaped.

Guys getting skewered on re-bar was so prevalent we didn’t bother to pull them off until it was time to pour the concrete. Why bother, another man will just come along and land on the thing.

I never fell onto a rebar myself. I’ve come close but managed to avoid spearing the bar, because I didn’t run up a bunch of debt going to college or paying exorbitant hospital bills for puncture remedies. Back then people took responsibility for their actions, not like now. Those guys stuck on the rebar? Maybe they should have eaten less fast food or bought a cheaper car. Today you see rebar covers all over construction jobs. It’s all part of the dumbing down of America.

Back to the rebar covers, I’m reinforcing the ground surrounding The Carriage House and there are a bunch of re-bars sticking up from the retaining wall. I’m not so worried about falling onto them (because I made wise life choices) but the damn things are sharp. The bars will eventually be bent down into the formwork and covered with concrete, until then I’m getting cut to ribbons. A good-sized gash to the elbow was the final straw.

At first I was going to use empty beer cans to cap the bars. That visual might be too much for my wife to handle and anyway I’d have to drink like 75 beers to get the job done. I’ve been trying to lose weight by drinking gin and tonics as a calorie saving measure. Processing that many beers through my gastrointestinal system was a non-starter. I found the MY caps online for 50 cents apiece.

The caps fit rebar from 3/8” to ¾”, inside the cap are 4 vanes that conform to the different sizes. It’s a good set up. The bright orange color alerts you to the bar so there’s less tripping and zero cutting on my jobsite.

They’ve been out in the sun for a few weeks and the color hasn’t faded yet. Kind of funny that the packaging says “Does not protect against impalement.” Which is the main reason you buy the damn things. I suspect some cell-phone owning construction worker fell 13 floors onto the MY cap and managed to sue the company.

Go ahead and call me a nanny-state mason. I deserve it. I guess you could say I’m getting soft in my old age. Seeing all those orange caps sitting atop the rebar makes me sad. I miss the old ways. I miss personal responsibility. And, funnily enough, I miss that smell.