patrick_g
Elite Member
Our previous (California) house was Spanish Med with red tile roofs, arches, clay pavers and the whole 9 yds. It was built in 1928 and the roof tile was all hand made and had full palm and finger prints of the guy who made it in each tile. We had central heat but no A/C (San Diego on Point Loma) There were few hot humid days where we didn't get enough sea breeze. I don't recall seeing an A/C unit in our area. You didn't have to go far to see them though, especially inland.
Area building traditions are often a response to extant conditions. Then there are folks who want an Alpine ski lodge "A" frame in Phoenix or a sprawling Mexican Hacienda with interior open coutyard (maximum surface exposed to ambient conditions) in St. Paul. You can do it with our modern mechanical systems but you are definitely shoveling sand against the tide. (Or kilowatts against ma nature.)
OK, Paddy... about my panel deck. I liked its ease of use. Ledges were formed in the top of the 12 inch thick basement walls. The panel deck is easy to cut but is shipped cut to all your custom lengths. It rests in the ledge (notch?) we formed by putting a couple 2x4 on top of the forms. The vertical rebar in the wall ran wild (stuck up above the wall just outside of the notch. After the PanelDdeck was placed and the 4x4 shoring system was in place(you can walk on the PanelDeck) Then there are 3 schedules of rebar to place. Our design called for 2 each 1 inch rebar (#8) running in the bottom of the integral beams (14 inch vertical crossection from bottom of beam to top of floor slab) Then up on top of the PanelDeck there is a N-S pattern of rebar. Two sizes were called for there, one size for parallel to the beams and a different size transverse. This mat of rebar was tied together at intersections and a 25:1 or greater overlap on "splices." The 1 inch rebar in the integral beams was heated and bent at right angles to tie to the rebar coming up out of the walls.
Note: There are two lengthwise ribs on opposite sides of rebar. When heating and bending larger rebar like this #8 you do not want a rib on the inside of the radius and on the outside. You want the ribs in the halfway between position OR... the metal will start to separate and the crack will be a stress riser even if you don't massively ruin the rebar and have the end nearly fall off.
After the rebar was placed using wire "chairs" to hold proper spacing (I would recommend NOT DOING THAT and instead recommend using the little concrete spacer blocks with tie wire embedded.) Next the HVAC guys came out and installed the pex loops, securing the Pex atop the rebar with nylon tiewraps.
There was significant difficulty trying to get proper spacing of the pairs of #8 rebar in the bottom of the integral beams. It would be better if the bottom of the beam were wider. The mfg may have changed that since my buy. Not a problem usually as shorter unsuported spans use smaller rebar.
You can walk the Panel Deck to place the rebar. Don't step in the bottom of an integral beam channel. Then when a guy did I just used spray foam to glue the piece back in and no problem. The stuff is easy to work with during the pour since you will be walking on top of the rebar mat. As this was my first large overhead slab poured on shoring (prev was about 8x9 ft) I was thrilled to see the shores worked well and nothing shifted around.
I rented an easily adjusted shoring system that used pairs of vertical 4x4 lumber and an easily adjusted connector.
The next thrill came when I went in the basement under many tons of new ceiling/floor and started taking the shoring out (after a proper period of cure time.) Cement products, unless chemically modified or under unusual conditions, take about 28 days to achieve 90% of their final strentgth. It is a curve, not a straight line but if you treat it as a straight line you will be safe since the actual cure is ahead of a straight line approximatioin.
I felt like one of the Roman architects of arches that tradition tells us stood under an arch as the scaffold was removed so that if the arch failed the architect would be removed from the brotherhood of arch designers and therefore improve the average skill level. (Sort of a precursor to the Darwin Awards.)
I collaborated with a Mech Eng on the design of the penetration for the stairs and a beam in the ceiling to reduce the max span of the PanelDeck. Hiring the PE got a PE stamp on the design and access to her E&O insurance if there had been a problem. If there is ever an insurance issue, it is good to have a PE stamp on your plans. It shows you exercised due dilligence and aren't negligent.
NOTE: At no time in the entire building process did any inspector ever come on the property. I took out exactly one permit (sort of) and that was done some years before we broke ground. That was when we registered a perk test for the septic system with the Department of Environmental Quality when I got a 2fer with the civil eng who perked my mom's house because I helped him operate the two man auger.
I insisted on only lisc electricians and plumbers and that all trades work to code or better. When in doubt or when I wanted a PE stamp I hired a PE who would moonlight for some extra $. You don't need to know everything the specialist knows. You need to know enough to know that they know. I was very pleased with the 3 engineers I used. A soils engineering consultant, a civil eng, and a mechanical eng. Money well spent if for no other reason than peace of mind but the PE stamp on the plans is a nice to have.
Paddy, I hope I didn't forget something. Don't be bashful, ask anything. I may not know or recall the answer but I will try.
I'm still not finished with my new house. My latest project was cutting porcelain tile with my new (on sale at HF) tile saw to tile some of the upstairs window sills. I did 3 of them in my "spare time" in last two days. I make custom oak trim to cover the joint between the tile and the wall's sheetrock. A few rips, a couple passes with a router, funny cuts with miter saw and then sanding, staining, clear coating, and shoot with brad nailer. I love it when I can actually do it and not have it look like I did it.d (I'm not world class woodworker but I try.)
Tried my hand at adjusting the flow controls of some of the hydronics to get a better ballance of heat distribution and a warmer shower wall and floor. Cut a hoile in the ceiling and roof of the garden/sun room and installed a cast iron decorative parlor stove (has mineral glass in front and fake logs so you can watch the fire) Now if it will get cold again we can fire it up and have a breakfast or supper in there to see the sunrise or sunset. The room has central heat and air and is its own thermostatically controlled zone but a little propane gas log parlor stove is neater. No one ever got much pleasure out of watching a hot air register.
Pat
Pat
Area building traditions are often a response to extant conditions. Then there are folks who want an Alpine ski lodge "A" frame in Phoenix or a sprawling Mexican Hacienda with interior open coutyard (maximum surface exposed to ambient conditions) in St. Paul. You can do it with our modern mechanical systems but you are definitely shoveling sand against the tide. (Or kilowatts against ma nature.)
OK, Paddy... about my panel deck. I liked its ease of use. Ledges were formed in the top of the 12 inch thick basement walls. The panel deck is easy to cut but is shipped cut to all your custom lengths. It rests in the ledge (notch?) we formed by putting a couple 2x4 on top of the forms. The vertical rebar in the wall ran wild (stuck up above the wall just outside of the notch. After the PanelDdeck was placed and the 4x4 shoring system was in place(you can walk on the PanelDeck) Then there are 3 schedules of rebar to place. Our design called for 2 each 1 inch rebar (#8) running in the bottom of the integral beams (14 inch vertical crossection from bottom of beam to top of floor slab) Then up on top of the PanelDeck there is a N-S pattern of rebar. Two sizes were called for there, one size for parallel to the beams and a different size transverse. This mat of rebar was tied together at intersections and a 25:1 or greater overlap on "splices." The 1 inch rebar in the integral beams was heated and bent at right angles to tie to the rebar coming up out of the walls.
Note: There are two lengthwise ribs on opposite sides of rebar. When heating and bending larger rebar like this #8 you do not want a rib on the inside of the radius and on the outside. You want the ribs in the halfway between position OR... the metal will start to separate and the crack will be a stress riser even if you don't massively ruin the rebar and have the end nearly fall off.
After the rebar was placed using wire "chairs" to hold proper spacing (I would recommend NOT DOING THAT and instead recommend using the little concrete spacer blocks with tie wire embedded.) Next the HVAC guys came out and installed the pex loops, securing the Pex atop the rebar with nylon tiewraps.
There was significant difficulty trying to get proper spacing of the pairs of #8 rebar in the bottom of the integral beams. It would be better if the bottom of the beam were wider. The mfg may have changed that since my buy. Not a problem usually as shorter unsuported spans use smaller rebar.
You can walk the Panel Deck to place the rebar. Don't step in the bottom of an integral beam channel. Then when a guy did I just used spray foam to glue the piece back in and no problem. The stuff is easy to work with during the pour since you will be walking on top of the rebar mat. As this was my first large overhead slab poured on shoring (prev was about 8x9 ft) I was thrilled to see the shores worked well and nothing shifted around.
I rented an easily adjusted shoring system that used pairs of vertical 4x4 lumber and an easily adjusted connector.
The next thrill came when I went in the basement under many tons of new ceiling/floor and started taking the shoring out (after a proper period of cure time.) Cement products, unless chemically modified or under unusual conditions, take about 28 days to achieve 90% of their final strentgth. It is a curve, not a straight line but if you treat it as a straight line you will be safe since the actual cure is ahead of a straight line approximatioin.
I felt like one of the Roman architects of arches that tradition tells us stood under an arch as the scaffold was removed so that if the arch failed the architect would be removed from the brotherhood of arch designers and therefore improve the average skill level. (Sort of a precursor to the Darwin Awards.)
I collaborated with a Mech Eng on the design of the penetration for the stairs and a beam in the ceiling to reduce the max span of the PanelDeck. Hiring the PE got a PE stamp on the design and access to her E&O insurance if there had been a problem. If there is ever an insurance issue, it is good to have a PE stamp on your plans. It shows you exercised due dilligence and aren't negligent.
NOTE: At no time in the entire building process did any inspector ever come on the property. I took out exactly one permit (sort of) and that was done some years before we broke ground. That was when we registered a perk test for the septic system with the Department of Environmental Quality when I got a 2fer with the civil eng who perked my mom's house because I helped him operate the two man auger.
I insisted on only lisc electricians and plumbers and that all trades work to code or better. When in doubt or when I wanted a PE stamp I hired a PE who would moonlight for some extra $. You don't need to know everything the specialist knows. You need to know enough to know that they know. I was very pleased with the 3 engineers I used. A soils engineering consultant, a civil eng, and a mechanical eng. Money well spent if for no other reason than peace of mind but the PE stamp on the plans is a nice to have.
Paddy, I hope I didn't forget something. Don't be bashful, ask anything. I may not know or recall the answer but I will try.
I'm still not finished with my new house. My latest project was cutting porcelain tile with my new (on sale at HF) tile saw to tile some of the upstairs window sills. I did 3 of them in my "spare time" in last two days. I make custom oak trim to cover the joint between the tile and the wall's sheetrock. A few rips, a couple passes with a router, funny cuts with miter saw and then sanding, staining, clear coating, and shoot with brad nailer. I love it when I can actually do it and not have it look like I did it.d (I'm not world class woodworker but I try.)
Tried my hand at adjusting the flow controls of some of the hydronics to get a better ballance of heat distribution and a warmer shower wall and floor. Cut a hoile in the ceiling and roof of the garden/sun room and installed a cast iron decorative parlor stove (has mineral glass in front and fake logs so you can watch the fire) Now if it will get cold again we can fire it up and have a breakfast or supper in there to see the sunrise or sunset. The room has central heat and air and is its own thermostatically controlled zone but a little propane gas log parlor stove is neater. No one ever got much pleasure out of watching a hot air register.
Pat
Pat