Structural/Foundation Flashcards
(34 cards)
The bottom of footings should be at least _______ undisturbed ground and below the local frost line.
12” inches
What’s used to support foundations that must be placed on soil with poor load bearing capacity and to raise houses above flood level.
piles (CMUs or concrete)
which components supports a point (concentrated) load?
pier (wood or steel, below grade)
Wooden columns should be how thick at minimum?
steel columns should be at least how thick?
Masonry columns how thick at minimum?
wood columns at least 4x4
steel columns at least 3” inch diameter Sched. 40 pipe
masonry piers should have minimum of 8” inches
Masonry piers should be built using mortar, not dry stacked and should have a solid cap of at least __________ thick.
4” thick cap.
Columns in basements should be ____.
Columns 48” tall or less located in crawl spaces _____
secured.
can be unsecured in crawl spaces under 48”
Screw jack columns should not be screwed more than ______ and should be secured at the ______
3” unless approved by manufacturer.
secured at the BOTTOM.
Telescoping columns are considered
temporary
No agreed upon standard for reportable crack in footing, but cracks exceeding _______ should be considered for evaluation and repair.
cracking more than 1/4” inch in width or 1/4” inch in vert. displacement
No agreed upon standard for reportable rotation/bowing but common guideline is anything exceeding ___________in ______ should be considered for evaluation and repair.
rotation/bowing more than 3/8” in 8’ ft
(T/F) Basements with stone foundations frequently have water issues.
True. water enters through leaking between/thru stones and migrating via water vapor.
Basements that are habitable or usable below grade should:
have foundation drains.
be dampproofed or waterproofed.
Whats the purpose of waterproofing
intended to stop the flow of liquid water under hydrostatic pressure
whats the purpose of dampproofing?
intended to stop the flow of water vapor and small amounts of liquid water NOT under hydrostatic
Foundation wall problems can present as:
cracks in brick veneer
cracks in interior wall covering
cracks and operating problems at doors and windows
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?
Should NOT recommend specific repairs. It’s okay to discuss repair options verbally: hydralic cement, polyurethane foam, epoxy, waterproofing liquid coating
sister walls
1 or more CMU walls installed PARALLEL to a bowing/leaning wall to attempt to prevent further movement.
steel ibeams
1 or more beams installed in contract w/ bowing/leaning wall in attempt to prevent further movement.
buttress
1 or more CMUs/concrete walls installed PERPENDICULAR to a bowing/leaning wall in attempt to prevent further movement.
Current minimum crawl space access opening if through the floor:
18x24”
Current minimum crawl space access opening if through a sidewall:
16x24”
Crawl space opening if equipment requiring service and replacement is in the crawl space:
22x30”
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.
18” above
12” above
Mat or floating slab foundation
slab on concrete w/ uniform thickness