e total length of exterior walls of a residential building is 650 lf. The 8-foot long 2x4 studs are spaced 16 in. OC or less. The drawing of the building shows there are 20 corners requiring three studs. Studs are installed on single 2x4 bottom sill plates and capped by double 2x4 top plates for the entire length of the walls. Both bottom and top plates are 16-ftlong each. Prepare a list of materials for the wall studs, corner studs, sill plates, and top plates. For each of the materials, show the nominal dimension, number of pieces of each length, the length ofa lumber, and the total linear feet. Estimate the total direct cost and cost per linear foot of wall for furnishing and installing the studs and plates. Assume $0.75/bf for lumber, $30.00/hour carpenters, and $24.00/hr for laborers. Use the average value in Table 12.10 for the labor-hours

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The total length of exterior walls of a residential building is 650 lf. The 8-foot long 2x4 studs are spaced 16 in. OC or less. The drawing of the building shows there are 20 corners requiring three studs. Studs are installed on single 2x4 bottom sill plates and capped by double 2x4 top plates for the entire length of the walls. Both bottom and top plates are 16-ftlong each. Prepare a list of materials for the wall studs, corner studs, sill plates, and top plates. For each of the materials, show the nominal dimension, number of pieces of each length, the length ofa lumber, and the total linear feet. Estimate the total direct cost and cost per linear foot of wall for furnishing and installing the studs and plates. Assume $0.75/bf for lumber, $30.00/hour carpenters, and $24.00/hr for laborers. Use the average value in Table 12.10 for the labor-hours

 

 

TABLE 12.10 | Labor-hours required per 1,000 bf of stud wall
framing with 1 bottom and 2 top plates.
Size studs,
in.
2 x 4
2x6
Stud spacing,
in.
12
16
24
12
16
24
Labor-hours
Carpenters
20-25
22-26
24-28
19-24
21-25
23-27
Helper
5-6
5-6
5-6
5-6
5-6
5-6
Note: These values apply to wall heights up to 10 ft. For walls over 10 ft high, increase
these values by 25 percent.
Transcribed Image Text:TABLE 12.10 | Labor-hours required per 1,000 bf of stud wall framing with 1 bottom and 2 top plates. Size studs, in. 2 x 4 2x6 Stud spacing, in. 12 16 24 12 16 24 Labor-hours Carpenters 20-25 22-26 24-28 19-24 21-25 23-27 Helper 5-6 5-6 5-6 5-6 5-6 5-6 Note: These values apply to wall heights up to 10 ft. For walls over 10 ft high, increase these values by 25 percent.
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