"To take down any building via a controlled demolition, first they must gut the building entirely, then they must weaken every single support beam within the building. After that, they then place what are called shape chargers into those drillings. Then after that, they must wire each shape charger to another and do so in sequence of how the building will be brought down. Also they use other explosive devices and surround them in chicken wire to hold them firmly to the support beams. After doing that, then they must group the wires together and pull them to a single place and attach it to the timing device which brings the building down. Often the noise coming from these demolitions is deafening. You would have thought someone would notice this work going on. Also all of those buildings were not gutted and the support beams weakened."
Actually, you're mixing ideas and methodologies here...understandable considering that you're pulling, I imagine, from a multitude of sources. Hopefully, I can clear some of this up for you and your future correspondence.
You are correct in that typically, part of the preparation process for a building implosion involves the complete strip-out of a structure, including removal of all non-essential, non-load bearing elements (drywall, ductwork, piping, furniture, carpet, etc.), leaving only clean support elements in the structure. Dependant on client's timetable, and whether or not the resultant debris is intended for recycling (in which case, they WOULD completely strip the building so as to not have to separate the different materials on the ground, i.e. wood, paper, carpet, from the steel and concrete to be recycled), they may only COMPLETELY strip out those floors where we intend to use explosives, leaving the other floors fairly untouched.
In a reinforced concrete building, we would, indeed, drill holes in selected supporting columns for subsequent placement of dynamite or equivalent type of cartridge explosive. A detonator (or "blasting cap" as they're frequently called) of predetermined delay (timing) is inserted into that cartridge of explosives. In a structural steel building (such as the WTC towers), we would use linear shaped charges affixed to the exterior of the selected steel elements to be severed. Again, a detonator of predetermined delay is affixed to each individual linear shaped charge. These charges literally cut through the appropriate size thickness (they come in varying sizes) like a knife through butter. In both cases, however, we would NOT blast every single column on every single floor.
For example, let's take a typical 15-story Holiday Inn...we'd probably work on 4 or 5 floors...Basement (if there is one), Ground (always), 1st (if there is no basement), then maybe 4th, 7th and 10th. In truth, the building could probably be brought down working on only the bottom two (2) floors; however, working on those upper floors not only provides us with MUCH more control over the rate and direction of failure and fragment the resultant debris into much more manageable pieces for our client.
You're correct that in both cases, each individual charge must be wired into an initiation system (we use 18 grain detonating cord...miles of it, in some cases) that runs shot floor to shot floor and column to column throughout the structure. An initiation harness is then run out of the building where we will attach two (2) electric caps (redundancy), which are hooked into an insulated copper set of lead lines, which are then run out to the location of the blasting machine.
We DO NOT "pre-weaken" all load-bearing elements prior to implosion...that's what the explosives are for! This would create an EXTREMELY unsafe working environment and, further, be totally against OSHA regulations. We may, however, selectively remove and/or modify portions of certain load-bearing walls and remove selected stairwell portions near the base to assist the structure in becoming more flexible during its decent, further allowing us to precisely control the rate and direction of fall.
Chicken wire would most CERTAINLY be a lot cheaper; however, it's not what we use
When wrapping a reinforced concrete column with protective covering materials, we use a combination of heavy duty chain link fence (usually 11 gauge) and a non-woven geotextile fabric (we use a brand called Nicolon, made by a company called Mirafi...it's heavy duty, high tensile strength, VERY puncture-resistant, "felt-like" material used underneath road base to help prevent erosion...usually 10 oz.). We refer to this as "at-source, soft cover/protection. Essentially, these materials work together much like a "catcher's mitt." Dependant on the explosives load in those columns and the proximity of adjacent properties/utilities and other improvements to remain, we may use a double wrap of fence only, double wrap of fabric only, a combination of the two, or whatever the situation calls for. In a structural steel building, plywood boxes are custom constructed for EACH AND EVERY charge placement location. The boxes are carefully placed over the linear shaped charges. Often, we also add panels of used conveyor belting inside the box to further help "knock down" the flying copper sheathing that comes off the charge when it detonates (for every action there is an equal and opposite reaction). In addition, we may also opt to wrap these boxes with the fence and fabric mentioned above.
Another common practice in protective covering operations is what we call "curtains." If you look at some pictures of structures about to be imploded, you'll note that certain floors have, literally, a "curtain" of black fabric around them. That's the geotextile fabric I mentioned above. Often, there is also a curtain of chain link fence hung inside the fabric curtain as well. This goes even further to prevent flying debris from leaving the structure's periphery.
Yes, the explosives we use can be extremely loud...particularly the linear shaped charges as they're "exposed" (simply wired to the outside of the steel flange of the H-column and covered with the box, fence, fabric...) as compared to the dynamite which is "embedded" in the drilled boreholes inside the columns. We make every attempt to keep the dBL and air overpressure generated by the detonation of the explosives to a minimum by using delays throughout the structure. The PRIMARY delays are used to control which explosive detonates when, thereby giving us the control we need to move the structure in the desired direction at the desired rate. These delays are typically somewhere between 350 milliseconds and 500 milliseconds in length. The SECONDARY delays are used SOLELY to "break up" this noise and air overpressure. The shortest delay made of this nature is 9 milliseconds...the minimum delay required to achieve this "break-up"...now we're getting into some major math with regards of seismic info, hertz, dbA versus dBL, etc. Trust me; we've got it down to a science
Lastly, you should strongly urge these people to watch just ONE documentary that's been produced over the years on one of our projects. Perhaps then they could grasp the days, weeks, and sometimes MONTHS that goes into the planning, preparation and execution of even the simplest of jobs, not to mention the labor-intensive explosives-handling work that's put in by crews of up to 20 people dependant on the job!!