AmberBook PA Flashcards
(134 cards)
What is gross floor area?
In matters of code, gross floor area is measured from the inside face of exterior walls. In other matters of programming and analysis (programming, pre-design, schematic design, or cost estimating), gross floor area is measured from the outside face of the exterior walls. It is a value used in the denominator of economic efficiency proportion measures like “net-to-gross” (interior area, excluding corridors, lobbies, elevators, bathrooms, and stairs, divided by gross floor area). “Usable area,” is like net area, except that it includes corridors. “Rentable area” is like usable area, except that it includes bathrooms and lobbies. “Grossing factor,” is rentable area, divided by usable area. To make these concepts even more difficult to remember, their specific definition varies somewhat by region and industry, so you might have correctly heard one of these terms used in another way. Argh. Try not to stress and do your best based on these definitions. Having trouble remembering the order of these names? From largest to smallest floor area, use “Go RUN”. . . Gross, Rentable, Usable, Net.. . . Rentable and Usable are the tricky ones to keep straight, so remember that Rentable doesn’t include building volumes that are common to multiple tenants AND extend between floors (stairs and elevators).
Catchment areas
In a discussion of stormwater runoff, the catchment area is the region from which rainfall flows into a stream, culvert, catch basin, or roof drain.
Where is the most effective location for an outdoor noise barrier?
If you have a noise source (truck) and a receiver (person with ears on a balcony), the least effective place for an outdoor noise barrier is halfway between them. The most effective location is as near as possible to the noise source or as near as possible to the receiver. The image is from my book, Architectural Acoustics Illustrated (Wiley 2015)
What is a population pyramid?
To own the concept of the population pyramid, see this Hans Rosling video (already at the relevant time stamp). If you want to see more content by this recently-deceased Swedish physician, public health champion, and “person who thinks graphically like an architect,” go here. I can also highly recommend his books. For those of you who are pessimists, a warning that you will come away with a feeling that humanity is doing well. For those who like data, demographics, or the illustration of data in novel graphic formats, you’ll love his stuff.
“Ideal” structural parti for seismic design
Uniform loading of structural elements (stress connections from non-uniform loading– for instance, cantilevers– are weak points in an earthquake) Low, wide buildings (prevents overturning) Equal floor heights (means fewer stress connections) Symmetrical plan shape (minimizes torsion/twisting) Shear walls or bracing at the perimeter (more efficient at resisting torsion/twisting than shear walls in the core) Short spans (less stress on members and more columns provide redundancy if some are lost in an earthquake) Minimize openings in floors and roofs (more efficient diaphragms) Extend shear walls continuously from roof to foundation
Why avoid cantilevers, irregularly-shaped buildings, re-entrant corners (L- or T- shaped plans) when designing in seismic zones?
There are two reasons to avoid re-entrant corners (and other irregularly-shaped buildings) in your parti: First, like any irregular shape, they produce differential motions between different wings of the building, stressing the re-entrant corner (interior notch) Second, these shapes create torsion in the building that is difficult to predict
The problem with re-entrant corners in earthquakes
Each portion of the building twists out of phase with the other
Solutions for the reentrant corner problem in seismic design
Separation, strengthening, or stiff wall elements
Irregularly-loaded buildings and seismic failure
Failures in earthquakes from: Soft story problem (tall first story with slender columns and not much lateral bracing). This issue, top row, is the most common and causes the most death and destruction. Weight irregularity (More weight in the top floor, shown in red) Shear wall doesn’t extend full height of the building Shear wall not continuous over full height of the building One story weaker than the others Jutting building elevations (click here)
What is the difference between a Phase I and Phase II Environmental Site Assessment (ESA)?
A Phase II ESA is more thorough than a Phase I ESA. Any property owner, regardless of fault, can be held liable for releases of hazardous materials from their land. However, if you purchased a property and can prove you performed appropriate environmental due diligence, but found no environmental red flags before the purchase, you are granted protections from that liability should toxic sludge be found later to be leaking from your land into the river. The Environmental Site Assessment (ESA) has become an established standard for this type of before-you-purchase-land environmental due diligence, and is used by the buyer and lender to both assess risk and protect from future litigation. A Phase I ESA includes site inspection by an environmental professional, a historical records review of the property, and interviews with owners, occupants, neighbors, and local government officials. If a Phase I ESA turns up a recognized environmental concern (REC), then the environmental professionals conducting it will recommend a Phase II Environmental Site Assessment (ESA). Unlike a Phase I ESA, a Phase II ESA is invasive, involving soil testing, groundwater sample testing and testing of building materials.
How many feet are in an acre?
43,560 square feet
Can foundations bear on loam?
Yes, loam can support a building. It is a combination of sand, silt and clay. Gravel, clay, shale, sand are okay; rock (bedrock, limestone, sandstone) is great for supporting foundations of heavy buildings. Organic soil and peat (dark brown or black and easily compressible) are not competent soils.
According to the building code, a courtroom has an occupancy classsification of _______ .
Assembly (A).
According to the building code, a bank has an occupancy of _______ .
Business (B) occupancy.
Can you build in a floodplane?
Provided you get your lowest floor above base flood elevation, most municipalities will allow you to build within the 100-year floodplain, but some disallow construction within the 25-year floodplain.
What is the building efficiency ratio of an office building with 100,000 sf, given that 20,000 sf is dedicated to elevators, physical plant equipment, restrooms, hallways, lobby, and the building management office?
80%
In your own words, what is net present value? Provide an example.
It is a way to translate future life-cycle costs of a material or system into today’s dollars. So that upfront cost can be better compared with future savings/costs
What is ASTM E 1527?
Phase I Environmental Site Assessment. Often required in commercial real estate before a bank loans money to develop a site, environmental engineers will attempt to determine if there is asbestos, lead paint, contaminated soil, etc. Phase I is a cursory evaluation, involving a walk-through, interviews with occupants, inspections of adjoining properties, and review of government records pertaining to the site. Was there a dry cleaner or gas station nearby that might have contaminated the soil? Does that pipe insulation look to be of an age that indicates it may have asbestos?
What is ASTM E 1903?
Phase II Environmental Site Assessment. A more in-depth analysis often required if Phase I turns up a red flag. In Phase II, soil samples are taken; pipe insulation sample is taken to a lab.
What is ASHRAE 55?
Thermal Comfort. Cited in LEED, this establishes ranges for temperature, humidity, airspeed, and thermal radiation as it relates to the clothing and activity of the occupants. It’s easier to achieve low energy use if you allow the building to get too warm or too cold, so requiring that it meets ASHRAE 55 keeps the energy modeler honest.
What is ASHRAE 62?
Ventilation and Indoor Air Quality (IAQ). Also cited in LEED. Establishes just how fresh “fresh air” must be, establishes required outside air ventilation rates, etc.
What is ASHRAE 90.1
Energy and Lighting. Also cited (and cited often) in LEED, this checks greenwashing by owners, architects, and energy consultants. It establishes minimum performance for Energy Use Intensity (EUI), which measures annual kBTUs-used per square foot of floor area. Recently, buildings are publishing their EUI, even in design publications and design awards announcements. Understanding EUI isn’t a big part of these exams, but is becoming important to the profession. For instance, a warehouse has a median EUI of about 25 kBTU/sf (not much lighting or equipment or need for occupant thermal comfort. . . and spread over a large space). An office or school is 50, a mall is 100, a grocery store or hospital is 200 (lots of equipment), and a fast food restaurant is 400 (lots of equipment in a small total floor area). The goal then is to get your building well under those industry averages to drive down societal energy use.
What is a Bioswale?
vegetated or mulched channels that convey stormwater away slowly enough to allow for water to seep into the soil, which removes pollutants before recharging groundwater: like an ecologically thoughtful version of a detention pond. To see an example, click here. (Bioretention ponds are vegetated and always wet, like an ecologically thoughtful version of a retention pond.
What restrictions is the local Zoning Code likely to place?
Building heights Floor-area-ratio (FAR) Lot building set-back distances (how close you can build to your front, back, and side lot lines) Parking space number minimums (and thankfully, more recently, parking space maximums) What type of occupancy or program is allowed (no gun shop next to elementary schools) How you must deal with your site’s water runoff (maximum gallon per hour allowed into the sewer) Building sign restrictions for businesses (height, size, number, type)