5. If the cost of brick construction is $880 per 1,000 bricks, estimate the cost of the brick exterior wall for the following building. The building is rectangular with aperimeter of 100 feet. Thewall is 8 ft. high with one opening 36" x 80" amd ten openings 30" x 48". The bricks are 3-3/4" x 2-1/4" x 8" laid in running bond, double wythe. (Mortar jointsare 1/2".)

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Answered: 5. If the cost of brick construction is…

Fundamentals Of Construction Estimating

4th Edition

ISBN:9781337399395

Author:Pratt, David J.

Publisher:Pratt, David J.

Chapter6: Measuring Masonry Work

Section: Chapter Questions

Problem 2RQ

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Determine the number of blocks needed to build the exterior stacked block wall from the footing to the top of the stacked block wall. Make sure to make calculations that will let you measure the below grade and exposed wall sections. (The stacked block unit is 8-inches x 8-inches x 16-inches; the decorative block has been eliminated and replaced with the stacked block used in the remainder of the structure.) Materials (per 100 s.f. face area Concrete Block Brick Materials 8 x 16 8x 18 5x 12 2.67 x 4 x 8 No. of Units 112.5 100 240 675 Mortar (Cu. Ft.) Face shell bedding 2.3 2.2 3.6 7.2 Mortar (Cu. FR.) Face shell and web bedding 3.2 3.0 2.5 7.2
The frontage of a lot is to be fenced using 6in CHB. The client specified that the fence must be fine plastered at both its sides. The fence is to be supported by 25cmx25cm posts at both ends and at every 4m O.C. If the fence is 4m high and 40m long determine the materials needed to complete the project. Use the default class specified for masonry
A retaining wall with a brick face is 70 feet long and 12 feet high. The size of running bond bricks to be used are 2 1/2" x 3 3/4" x 8" with 3/8" mortar. Calculate the number of bricks per square feet of wall, the total number of bricks, and the total cubic feet of mortar required. Bricks per SF of Wall Total Number of Bricks CF of mortar
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
Module 5 Base on the given plan below. Estimate the materials needed for external masonry works only. Assume wall height to be 3.0 m openings at: a. common area Doors (0.9x2.1), windows (1.2x1.2) b. t&b windows (0.6x0.6) c. Vertical reinforcement at 80cm O.C. d. Horizontal reinforcement at every 3 layers. e. Use Class B mortar and Class B mixture for plastering. f. Assume 12mm thick of mortar per layer g. 12mm thick for plastering
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Illustrate the elevation and vertical section of the following brick masonry walls with labels and dimensions a. One - wythe Running bond b . Two - wythe English bond C. One - wythe Flemish bond d . Two - wythe Scotch bond
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