Structural/Foundation Flashcards

(34 cards)

1
Q

The bottom of footings should be at least _______ undisturbed ground and below the local frost line.

A

12” inches

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

What’s used to support foundations that must be placed on soil with poor load bearing capacity and to raise houses above flood level.

A

piles (CMUs or concrete)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

which components supports a point (concentrated) load?

A

pier (wood or steel, below grade)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

Wooden columns should be how thick at minimum?

steel columns should be at least how thick?

Masonry columns how thick at minimum?

A

wood columns at least 4x4

steel columns at least 3” inch diameter Sched. 40 pipe

masonry piers should have minimum of 8” inches

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

Masonry piers should be built using mortar, not dry stacked and should have a solid cap of at least __________ thick.

A

4” thick cap.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

Columns in basements should be ____.
Columns 48” tall or less located in crawl spaces _____

A

secured.

can be unsecured in crawl spaces under 48”

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

Screw jack columns should not be screwed more than ______ and should be secured at the ______

A

3” unless approved by manufacturer.
secured at the BOTTOM.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

Telescoping columns are considered

A

temporary

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

No agreed upon standard for reportable crack in footing, but cracks exceeding _______ should be considered for evaluation and repair.

A

cracking more than 1/4” inch in width or 1/4” inch in vert. displacement

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

No agreed upon standard for reportable rotation/bowing but common guideline is anything exceeding ___________in ______ should be considered for evaluation and repair.

A

rotation/bowing more than 3/8” in 8’ ft

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

(T/F) Basements with stone foundations frequently have water issues.

A

True. water enters through leaking between/thru stones and migrating via water vapor.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

Basements that are habitable or usable below grade should:

A

have foundation drains.

be dampproofed or waterproofed.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

Whats the purpose of waterproofing

A

intended to stop the flow of liquid water under hydrostatic pressure

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

whats the purpose of dampproofing?

A

intended to stop the flow of water vapor and small amounts of liquid water NOT under hydrostatic

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

Foundation wall problems can present as:

A

cracks in brick veneer
cracks in interior wall covering
cracks and operating problems at doors and windows

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

Repairs of non-structural cracks and water infiltration should have the probelm addressed before making repair. What should home inspectors advise to client regarding specific repairs?

A

Should NOT recommend specific repairs. It’s okay to discuss repair options verbally: hydralic cement, polyurethane foam, epoxy, waterproofing liquid coating

17
Q

sister walls

A

1 or more CMU walls installed PARALLEL to a bowing/leaning wall to attempt to prevent further movement.

18
Q

steel ibeams

A

1 or more beams installed in contract w/ bowing/leaning wall in attempt to prevent further movement.

19
Q

buttress

A

1 or more CMUs/concrete walls installed PERPENDICULAR to a bowing/leaning wall in attempt to prevent further movement.

20
Q

Current minimum crawl space access opening if through the floor:

21
Q

Current minimum crawl space access opening if through a sidewall:

22
Q

Crawl space opening if equipment requiring service and replacement is in the crawl space:

23
Q

In a crawl space, wood floor JOISTS that are not preservative treated should be at least _____ above the “soil” floor.

Wood BEAMS not preservative treated should be at least _____ above “soil” floor.

A

18” above

12” above

24
Q

Mat or floating slab foundation

A

slab on concrete w/ uniform thickness

25
monolithic or turned down edge foundation
slab of concrete w/ footings at perimeter and at interior load bearing walls
26
Slab on grade foundations, basement floors that service habitable space should be built on:
4" sand/gravel and 6 mil polyethylene vapor retarder to reduce moisture from entering house from below (also helps reduce radon entry and other soil gasses)
27
Crazing
small surface cracks that look like irregular honeycomb. Occurs b/c improper finish or when concrete cures too quickly. (doesnt require repair)
28
smaller cracks (less than 1/8" wide) are a result of? larger cracks (larger than 1/4" wide) are a result of?
concrete mix containing too much water (shrinking) larger cracks vertical displacement, soil under concrete settling (frost heaving)
29
almost all surface defects (crazing, dusting, spalling) on concrete slabs are a result of 3 errors:
1)improperly preparing the soil/material under the concrete 2) improper concrete mix, too much water, inadequately air entrained, 3) improper finishing, curing
30
uniform live load for sleeping rooms (bedrooms)
30 psf
31
other rooms uniform live load
40 psf
32
floor joist or beam should have at least _____ bearing on wood and at least ____ bearing on concrete/masonry
at least 1 1/2" on wood; at least 3" on concrete
33
Bolts at least ____ in diameter or should be spaced every 6 FEET to attach the sill plate to the foundation
at least 1/2" in diameter spaced every 6 feet (bolts or straps designed for purpose) BOLTS should have a washer and a fully tightened nut. Should be installed in middle third of the plate.
34