Outline for Tom Kasper

1. How this course relates to the jobresponsibilities of the credential: Questions and diagrams about Commercial and Residential construction that will sharpen the credential holders skills.

2. Subject matter to be taught:Questions and diagrams pertaining to construction and code.

3. Length of time: 12 hours /120 questions and diagrams.

Copied and pasted from form SBD-9156. If this is to be a correspondence course or an Internet course, please indicate that there are at least 10 review questions for each credit hour you are requesting.

4. Length of time on each subject:10 review questions for each credit hour.

5. Correspondence handouts: Diagrams and questions available by internet, mail, and fax.

Gary Klinka

228 Mandella Ct

Neenah WI 54956

920-727-9200 Home or 920-819-4420 work cell or

Testcont120

Use above information for questions 1-4 below

  1. The maximum wall stud spacing for 7/16” OSB is ______.
  2. 16”
  3. 19.3”
  4. 24”
  5. 32”
  1. 3/8” OSB may span _____ when used as a roof panel.
  2. 16”
  3. 19.3”
  4. 24”
  5. 32”
  1. What is the maximum live load for roofs in pounds for ½” OSB
  2. 30
  3. 40
  4. 50
  5. 70
  1. The numbers above (next to span rating) 32/16 stand for 32” on center for roof panels and 16” on center for floor panels. What size panel above has the 32/16 rating?
  2. 7/16”
  3. 15/32”
  4. ½”
  5. Both b & c

Use above information for questions 5-6 below

  1. What is the maximum total load for 23/32” Structural 1 rated sheathing at the maximum span?
  2. 70
  3. 80
  4. 90
  5. 100
  1. What is the maximum live load for 7/16” Rated Sheathing at the maximum span?
  2. 20
  3. 35
  4. 40
  5. 50

Use above information for questions 7-10 below

  1. How much allowable shear (pounds per foot) for a 7/16” Structural 1 panel (4’ x 8’) applied directly to framing and edge nailed at every 3” using an 8d nail be?
  2. 390
  3. 460
  4. 505
  5. 550
  1. If a 4’ x 8’ sheet of structural 1 panel is applied correctly, how much allowable shear would the panel in question 7 above account for? Assume plf times answer from question 7 or 4’ x ___ =.
  2. 2020
  3. 1580
  4. 2200
  5. None of the above
  1. How much nail penetration in framing is required for question 7 above?
  2. 1 ¼”
  3. 1 3/8”
  4. 1 ½”
  5. All of the above
  1. What is the minimum size nail to be used if question 7 above is applied over 5/8” gypsum sheathing?
  2. 6d
  3. 8d
  4. 10d
  5. 12d

Use above information for questions 11-14

  1. A continuous span 9-½” series 18 I joist without web stiffeners, a 40 psf live load, a 15 psf dead load, and 19.2 oc is allowed to span a maximum distance of?
  2. 18’
  3. 15’ 10”
  4. 14’ 5”
  5. 12’ 10”
  1. A continuous span 11-7/8” series 18 I joist without web stiffeners, a 40 psf live load, a 15 psf dead load, and 19.2 oc is allowed to span a maximum distance of?
  2. 21’
  3. 18’ 2”
  4. 16’ 6”
  5. 14’ 9”
  1. A simple span 9½” series 18 I joist with a 40 psf live load, a 15 psf dead load, L/360, and 19.2 oc is allowed to span a maximum distance of?
  2. 18’ 3”
  3. 15’ 11”
  4. 14’ 6”
  5. 12’ 11”
  1. A simple span 11-7/8” series 18 I joist with a 40 psf live load, a 10 psf dead load, L/480 and 19.2 oc is allowed to span a maximum distance of?
  2. 18’ 1”
  3. 195’ 9”
  4. 17’ 1”
  5. 15’ 7”

Use above information for questions 15-18 below

  1. What is the largest round hole allowed in a 9-1/2” I joist with a clear span of 18’ and the round hole is 6’ from an end support?
  2. 7’2”
  3. 4’7”
  4. 3’3”
  5. 5’10”
  1. What is the largest round hole allowed in an 11-7/8” I joist with a clear span of 18’ and the round hole is 6’ from an end support?
  2. 7’2”
  3. 4’7”
  4. 3’3”
  5. 5’10”
  1. Up to _____ diameter hole is allowed anywhere in the web.
  2. 1”
  3. 1 ½”
  4. 2”
  5. None of the above
  1. The round hole in question 17 above must be ____ on center minimum from another hole.
  2. 24”
  3. 6”
  4. 12”
  5. 9”

Use above information for questions 19-25 below

  1. When nailing the bridging to the joist, what minimum size nail and how many nails are required at each end?
  2. 1-8d
  3. 2-8d
  4. 2-1 ¾” staple
  5. All of the above
  1. What is the minimum fastening requirement for nailing two studs together?
  2. 2-10d 16”oc
  3. 2-10d 24” oc
  4. 2-16d 24” oc
  5. 2-16d 16” oc
  1. What is the minimum fastening requirement for face nailing collar ties to rafters?
  2. 3-8d
  3. 3-10d
  4. 3-12d
  5. All of the above
  1. What is the allowed fastening requirement for nailing 1” x 6” sub floor to each joist?
  2. 2-8d
  3. 2/10d
  4. 2-1 ¾” staples
  5. All of the above
  1. What is the minimum fastening requirement for nailing a 2 ply continuous header?
  2. 16d at 24” oc and along each edge
  3. 12d at 24” oc and along each edge
  4. 16d two rows 24” oc
  5. None of the above
  1. What is the minimum fastening requirement for nailing an 8’ rafter span to the top plate?
  2. 2-16d
  3. 3-8d
  4. Engineered connector
  5. All of the above
  1. What is the minimum size fastener required for nailing 1” x 4” corner bracing to the studs and plates?
  2. 2-8d
  3. 2-1 ¾” staples
  4. Neither a or b
  5. Both a & b

Use above information for questions 26-27

  1. What is the minimum edge nailing for 7/16” OSB?
  2. 4”
  3. 6”
  4. 10”
  5. 12”
  1. What is the minimum size fastener for question 26?
  2. 6d
  3. 8d
  4. 1 ½” staple
  5. Both a & c

Use above information for questions 28-31 below

  1. Pounds per lineal foot (plf) for the header load above would be ______with the following loads. Live load of 30 psf and a dead load of 15 psf.
  2. 540
  3. 425
  4. 450
  5. None of the above
  1. If the header span in question 28 was 16’, what would the total header load be?
  2. 8640
  3. 6400
  4. 7200
  5. 8400
  1. If question 28 had a 2’ overhang added what would the plf be on this header?
  2. 540
  3. 425
  4. 450
  5. None of the above
  1. If question 29 had a 2’ overhang added what would the total header load be?
  2. 8640
  3. 6400
  4. 7200
  5. 8400

Use above information for questions 32-34 below

  1. Calculate the end reaction for the above I joist using 40 lbs live load, 15 lbs dead load, 2’ oc spacing, and a 16’ span.
  2. 640
  3. 880
  4. 720
  5. 765
  1. Calculate the end reaction for the above I joist using 40 lbs live load, 15 lbs dead load, 16” oc spacing, and a 16’ span.
  2. 640
  3. 680
  4. 585
  5. 765
  1. If the I- joist in question 32 terminates in a joist hanger, what minimum rating is required for that joist hanger?
  2. 640
  3. 880
  4. 720
  5. 765

Use above information for questions 35-39 below

  1. Total pounds per lineal foot (plf) for the header load above would be ______with the following loads. Live load of 40 psf, dead load of 10 psf, and a span of 14’.
  2. 350
  3. 425
  4. 450
  5. None of the above
  1. If the header span in question 35 was 16’, what would the total header load be?
  2. 5600
  3. 4480
  4. 2240
  5. 7200
  1. If the header span in question 35 was 16’, what would the total live load be on this header?
  2. 5600
  3. 4480
  4. 7200
  5. 8400
  1. If the header span in question 35 was 16’, what would the total dead load be on this header?
  2. 1120
  3. 960
  4. 2240
  5. 1140
  1. If the header span in question 35 was 16’, what would the total load be on each end of the header bearing on the trimmers?
  2. 2800
  3. 2240
  4. 3600
  5. 4200

Use above information for questions 40-41 below

  1. If the exterior wall above was 9’ tall, 2” x 6” @16” oc, 5/8” rock, and insulated 3/8” siding, what would the plf be?
  2. 96
  3. 102
  4. 99
  5. 108
  6. If the exterior wall above was 11’ tall, 2” x 4” @ 16” oc, 5/8” rock, and insulated 3/8” siding, what would the plf be?
  7. 88
  8. 132
  9. 121
  10. 108

Use above information for questions 42-45 below

  1. What would the plf to the rim (A) be?
  2. 1104
  3. 604
  4. 514
  5. None of the above
  1. If the load to header (B) had a 12’ wide header, what would the plf be?
  2. 1104
  3. 604
  4. 514
  5. None of the above
  1. If the load to header (B) had a 12’ wide header, what would total header load be?
  2. 13248
  3. 7248
  4. 6168
  5. None of the above
  1. How much load would be on each set of trimmer studs in question 44?
  2. 6624
  3. 3624
  4. 3084
  5. None of the above

Use above information for questions 46-50 below

  1. What would the plf to the rim a (A) be?
  2. 1770
  3. 1880
  4. 1330
  5. None of the above
  1. What would the plf to the rim (B) be?
  2. 1770
  3. 1880
  4. 1330
  5. None of the above
  1. The plf for header (B) would be?
  2. 1770
  3. 1880
  4. 1330
  5. None of the above
  1. What is the total load to header (B) in pounds?
  2. 26320
  3. 24780
  4. 24610
  5. 26150
  1. How much load would be on each set of trimmer studs in question 49?
  2. 13160
  3. 12390
  4. 12305
  5. 13075

Use above information for questions 51-54 below

  1. What is the psf for this floor?
  2. 40
  3. 45
  4. 50
  5. 55
  1. What is the plf live load on the center beam?
  2. 1200
  3. 600
  4. 825
  5. 1650
  1. What is the plf dead load on the center beam?
  2. 450
  3. 225
  4. 825
  5. 600
  1. What is the plf total load on the center beam?
  2. 1200
  3. 600
  4. 825
  5. 1650

Use above information for questions 55-58 below

  1. What is the total psf for this floor?
  2. 40
  3. 45
  4. 50
  5. 55
  1. What is the plf live load on the center beam?
  2. 1200
  3. 750
  4. 600
  5. None of the above
  1. What is the plf dead load on the center beam?
  2. 45.25
  3. 187.50
  4. 82.5
  5. 90.75
  1. What is the plf total load on the center beam?
  2. 1200
  3. 600
  4. 937.50
  5. 1650

Use above information for questions 59-61 below

  1. What is the total load at the end support (A)?
  2. 6000
  3. 6800
  4. 600
  5. 680
  1. What is the total load at the end support (B)?
  2. 6000
  3. 6800
  4. 600
  5. 680
  1. What is the total load on this header?
  2. 12000
  3. 13600
  4. 1200
  5. 1360

Notes

2 ply truss to be connected together with 0.131” x 3” nails as follows:

Top chords connected as follows: 2 x 6 - 2 rows at 0-9-0 oc.

Bottom chords connected as follows: 2 x 8 - 2 rows at 0-7-0 oc.

Webs connected as follows: 2 x 4 - 1 row at 0-9-0 oc.

Use above information for questions 62-74 below

  1. How many truss members are to be nailed together with the above information?
  2. 1
  3. 2
  4. 3
  5. None of the above
  1. What size lumber was used for the top cord?
  2. 2” x 4”
  3. 2” x 6”
  4. Neither a or b
  5. Both a & b
  1. What size lumber was used for the bottom cord?
  2. 2” x 6”
  3. 2” x 8”
  4. Neither a or b
  5. Both a & b
  1. What size lumber was used for the webs?
  2. 2” x 4”
  3. 2” x 6”
  4. Neither a or b
  5. Both a & b
  1. Bracing for the top cord required by the above truss sheet would be?
  2. Structural wood sheathing directly applied
  3. Purlins at 3-10-15 oc
  4. None of the above
  5. Both a & b
  1. What is the minimum nailing requirement for the bottom cord?
  2. 3 rows at 0-7-0 oc
  3. 2 rows at 0-7-0 oc
  4. 1 row at 0-7-0 oc
  5. None of the above
  1. What is the minimum nailing requirement for the top cord?
  2. 3 rows at 0-9-0 oc
  3. 2 rows at 0-7-0 oc
  4. 1 row at 0-9-0 oc
  5. None of the above
  1. What is the minimum nailing requirement for the webs?
  2. 3 rows at 0-9-0 oc
  3. 2 rows at 0-9-0 oc
  4. 1 row at 0-7-0 oc
  5. None of the above
  1. What is the total height of the truss?
  2. 5’
  3. 6’
  4. 7’
  5. None of the above
  1. If the __-__-__ stands for feet-inches-fraction of inch in 16th, what does 3-10-15 above stand for?
  2. 3’10”
  3. 3’10” 15/32
  4. 3’10 -15/16”
  5. None of the above
  1. What species of lumber is noted above for the top cord?
  2. Douglas Fir
  3. SPF
  4. SYP
  5. None of the above
  1. What species of lumber is noted above for the bottom cord?
  2. Douglas Fir
  3. SPF
  4. SYP
  5. None of the above
  1. What species of lumber is noted above for the webs?
  2. Douglas Fir
  3. SPF
  4. SYP
  5. None of the above

Use above information for questions 75-76 below

  1. A beam span of 18’ with a 24’ floor joist span, what would the minimum beam size be?
  2. 5 ¼” x 14”
  3. 3 ½” x 18”
  4. Neither a or b
  5. Both a & b
  1. A beam span of 20’ with a 34’ floor joist span, what would the minimum beam size be?
  2. 5 ¼” x 14”
  3. 3 ½” x 18”
  4. 5 ¼” x 18”
  5. None of the above

Use above information for questions 77-78

  1. A beam span of 18’ with a 24’ roof truss span, what would the minimum beam size be?
  2. 3 1/2” x 14”
  3. 5 1/4” x 11 7/8”
  4. Neither a or b
  5. Both a & b
  1. A beam span of 16’ with a 40’ roof truss span, what would the minimum beam size be?
  2. 5 ¼” x 18”
  3. 3 ½” x 16”
  4. 5 ¼” x 14”
  5. Both b & c

Use above information for questions 79-81 below

  1. What is the U value for a metal door with a thermal break and a single pane window?
  2. 1.26
  3. .80
  4. 1.10
  5. .66
  1. What is the U value for a skylight without a thermal break and single glaze?
  2. 1.98
  3. 1.31
  4. 1.75
  5. 1.05
  1. What is the U value for a wood core door with a storm (2 layers)?
  2. .56
  3. .32
  4. .40
  5. .26

Use above information for questions 82-84 below

  1. What is the R value for a blanket of mineral fiber at 5.5”?
  2. 19
  3. 21
  4. 22
  5. 15
  1. What is the R value for ¾” plywood?
  2. .56
  3. .62
  4. .77
  5. .93
  1. What is the R value for asphalt singles?
  2. .44
  3. .15
  4. .32
  5. .65