appendix E

30/31

Answer:30/31

number 20 is needed

Question 20 - Determine the goors and hardware needed for the Real Estate Office in Appendix E. Using the labor rates from problem 7-31 and the crew rate for the finish crew from problem 7-32 determine the cost for the doors and hardware. DRAWINGS AND OUTLINE SPECIFICATIONS FOR REAL ESTATE OFFICE T: he drawings that accompany this appendix can be found at the Pearson Careers Resources for Students website http://www.pearsonhighered.com/careersre sources) by searching for the book by title or going to Browse by Discipline and choosing Civil and Construction Technology You will find the Real Estate Office drawings available for downloading. These drawings are used for clected review questions and the BidSim Exercise found in Appendix F OUTLINE SPECIFICATIONS 1.1 Construction shall comply with the 2015 International Building Code 3.1 Footing concrete to be engineered concrete with a 28-day compressive strength of 3,000 psi. 32 Slab concrete to be engineered concrete with a 28-day compressive strength of 4,000 psi. 3.3 All rebars to be lapped 18 inches. 4.1. Brick veneer to be 2-inch by 4-inch by 8-inch brick installed with a running bond 42. Provide 1 brick tie for every 2.66 square feet of brick. 43. Lintels used to support brick veneer are to be L3 X 3 X 1/4 shopped primed and painted to match brick 4.4. Submit brick and colored mortar samples to architect for approval 6.1. All wood framing to be Douglas fir 12 6.2. Dow Weathermate unfaced polystyrene roll insulation (or approved equal to be used under all plate 6.3. All headers to be 2 each 2 x 10 with 7/16-inch OSB spacer unless noted 64 Exterior walls to be wrapped with Tyvek 65. Truss manufacturer to prepare and submit calculations for trusses 6.6. Attach all trusses to walls with Simpson Hities 7.1. Well and roof insulation to be unfaced fiberglass batt Insulation 7.2. Shingles to be GAF Timberline Lifetime se up proved equal 73. Provide rain gutter around the entire perimeter of the building with down spouts at the corner 14 Provided vents in the upper 1/3 of the roof te of I square foot of ventilation per 300 square fins of roof measured in plan view. Vents to be Master Flow static roof vents bronze aluminum quare roof louver 8.1. Interior doors to be factory primed. 82. Hardware for the wood doors shall be as follow 11/2 pair hinges 1 ca keyed locket 1 ea wall-mounted door stop 82 Hardware finish to be brushed aluminum 8.3. Door trim to be 3-inch colonial. 84 Windows to be white vinyl, double pane. 9.1. Tile to be 8-inch by 8-inch thin set tile. 92. Carpet to be Mohawk Karastan Completion or ap proved equal 93. Acoustical ceiling tile to be white. 9/16-inch thick, fissured tile with tegular edges in white grid. 94. Interior wall paint to be one coat of PVA primer and two coats of interior Latex paint. 95 Interior door paint to be two coats of interior Lite paint 96. Submit tile, ceiling tile, and paint samples to the architect for approval 10.1 Toilet accessories to have a brushed aluminum finish 10.2. Provide two 10-pound ABC-rated fire extinguisher with cabinets. Location to be determined by the architect 12.1 Window blinds to be provided by others. 13.1. Furniture to be provided by others. 22.1. All water lines are to be copper 22.2 Sewer line to be ABS 223. Hoe-water heater to be 40-gallon electric 224. Water closet to be white vitreous china, 225 Vanities to be white vitreous china wall-mount fix- tures with single-handle chrome faucets. 23.1. Furnace to be 180,000 BTU natural gas furnace. 23.2. Air conditioning to be 6 tons. 333. Thermostat to be programmable. 234. All registers and grilles to have a white paint finish. 26.1. The meter base is to be provided by the contractor. 26.2. Wiring to the meter base and the meter will be pro- vided by the local utility company 26,3. Outlets and switches to be commercial-grade white decor 26.4. Fluorescent light fixtures to be 2.foot by 2-foot 2-lamp 32W T8 U fluorescent recessed parabolic fixtures. 30. It is estimated that it will take 538 labor hours to hang drywall in a commercial building. Using a burdened hourly rate of $27.49 per labor hour, determine the labor cost to hang the drywall. 31. The worker classes shown in Table 3 will be used to construct the Real Estate Office in Appendix E. Given the following information, determine the burdened hourly wage rate for each worker class. Assume the workers take full advantage of the retirement benefit. Wage rateas per Table 3 Hours worked40 hours per week for 50 weeks Vacation, holidays, and sick leave80 hours per year Social security6.2 percent on the first $127,200 of wages 30 Given data Hang drywall in a commercial building = 538 labor hours. Hourly rate - $ 27.49 per labor hour. labor cost to hand the drywall, 538 X 27.49 $14789-62 31: per week. 50 Given, Houts worked . 40 hours weeks = sox 40 = 2000 heurs (so weeks vacation, holiday, and sick leave = so hours /year Social security 621.o the first $127200 of wager. Social Security - 602 x $127200 = $7886.4 EX 100