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Q1: Case study 3: Phases and microstructure of construction materials This case study is focused on the investigation of different types of bricks widely used in the construction industry in the UK. The main purpose is to unravel the structure and microstructure of the main phases present in construction materials, such as bricks and flooring. The main motivation is based on the gain of updated knowledge on the latest development on the materials widely used in the construction industry and the curiosity of knowing the nature of the main building blocks of most building blocks in the houses we live in. on AWAD Yousef, AMIN, Shah, HABIB, Rida, ANDRIEKUS, Manvydas Queen Mary Case study 3: Phases and microstructure of construction Introduction Bricks, one of the most important building materials, date back to 7,000 BC. They are also among the oldest building materials known to be used in advanced construction Bricks give houses better shapes, sturdiness, durability, and a solid foundation Bricks are essential building materials in today's construction industry. They are classified into various types due to differences in manufacturing techniques and materials Specific brick types are selected based on structural and aesthetic requirements. Materials and Methods The materials used throughout our experiments were Concrete, Brick, and Steel. We nun numerous investigations to exploit the nature of these materials and systemically identify correlations. In total there were 3 lab sessions but also extra data analysis gatherings to further solidify our data. Some of our experiments included an XRD constituted in a XRD lab using powder diffraction of our Another lab SEM and EDK on. facture solid samples of as we chose Results Conclusions References https://www.9acre s.com/articles/brick s-types-prices-in-in dia.html School of Engineering and Materials Science/nIntroduction Bricks, one of the most important building materials, date back to 7,000 BC. They are also among the oldest building materials known to be used in advanced construction. Bricks give houses better shapes, sturdiness, durability, and a solid foundation. Bricks are essential building materials in today's construction industry. They are classified into various types due to differences in manufacturing techniques and materials. Specific brick types are selected based on structural and aesthetic requirements. 1.Burnt Clay Brick 2. Fire Brick 2. Sand Lime Brick 2. Fly Ash Brick Types of Bricks used in Construction 2. A Brick 2. Hollow Brick Materials and Methods The materials used throughout our experiments were Concrete, Brick, and Steel. We run numerous investigations to exploit the nature of these materials and systemically identify correlations. In total there were 3 lab sessions but also extra data analysis gatherings to further solidify our data. Some of our experiments included an XRD constituted in a XRD lab using powder diffraction of our materials. Another lab session regarded SEM imaging and EDX on powder and fracture surfaces of solid samples of the materials we chose. Results Samples of a wide range of construction material were taken and examined under an optical microscope, electron microscope, x-ray diffraction, and differential scanning calorimetry. Samples include concrete, a range of different bricks, clay and other tiles, sand, wood, and glass. The results are as follows: As expected, the predominant material in construction bricks is silica SiO₂ with all brick, tile, sand, and glass, all having good matches with, and large amounts of SiO₂. Small amounts of other materials can be found in the samples depending on the material, including iron, sodium, magnesium, calcium, zinc, potassium, and others. These materials are added to construction bricks to magnify desired qualities. Bricks need to be compressively strong, durable for long periods of time, and resistant to the elements, most notably, erosion through water exposure. Materials added can increase these qualities even in small quantities. Wood is chemically different from the others as it is not primarily composed of silica and instead is made largely of cellulose, a material made from carbon, hydrogen, and oxygen, which makes up a significant portion of the wood. Other materials are also present such as silica but in trace amounts. Conclusions References https://www.99acre s.com/articles/brick s-types-prices-in-in dia.htmlSee Answer
Q2:Introduction Bricks, one of the most important building materials, date back to 7,000 BC. They are also among the oldest building materials known to be used in advanced construction. Bricks give houses better shapes, sturdiness, durability, and a solid foundation. Bricks are essential building materials in today's construction industry. They are classified into various types due to differences in manufacturing techniques and materials. Specific brick types are selected based on structural and aesthetic requirements. 1.Burnt Clay Brick 2. Fire Brick 2. Sand Lime Brick 2. Fly Ash Brick Types of Bricks used in Construction 2. A Brick 2. Hollow Brick Materials and Methods The materials used throughout our experiments were Concrete, Brick, and Steel. We run numerous investigations to exploit the nature of these materials and systemically identify correlations. In total there were 3 lab sessions but also extra data analysis gatherings to further solidify our data. Some of our experiments included an XRD constituted in a XRD lab using powder diffraction of our materials. Another lab session regarded SEM imaging and EDX on powder and fracture surfaces of solid samples of the materials we chose. Results Samples of a wide range of construction material were taken and examined under an optical microscope, electron microscope, x-ray diffraction, and differential scanning calorimetry. Samples include concrete, a range of different bricks, clay and other tiles, sand, wood, and glass. The results are as follows: As expected, the predominant material in construction bricks is silica SiO₂ with all brick, tile, sand, and glass, all having good matches with, and large amounts of SiO₂. Small amounts of other materials can be found in the samples depending on the material, including iron, sodium, magnesium, calcium, zinc, potassium, and others. These materials are added to construction bricks to magnify desired qualities. Bricks need to be compressively strong, durable for long periods of time, and resistant to the elements, most notably, erosion through water exposure. Materials added can increase these qualities even in small quantities. Wood is chemically different from the others as it is not primarily composed of silica and instead is made largely of cellulose, a material made from carbon, hydrogen, and oxygen, which makes up a significant portion of the wood. Other materials are also present such as silica but in trace amounts. Conclusions References https://www.99acre s.com/articles/brick s-types-prices-in-in dia.htmlSee Answer
Q3:For this project you will give two small group presentations. The first presentation will focus on nonstructural building materials and the second on structural building materials. For each presentation you will choose two comparative building materials or components; they can be green, sustainable or have no affiliated environmentally friendly/unfriendly label. For this project you will do some background research using technical journals, green rating systems, the LCA software we cover in the course, reliable web references, and/or the reference book for the course. You may also have direct personal experience in working with the material (s). Over the course of the term, you will provide information in the form of two oral presentations. An outline of what is expected in each of the presentations is included below: For the first presentation you will focus on two nonstructural materials used in building construction. One material would be considered a standard, perhaps non- or low- sustainable material. The other material is an alternative that has improved sustainability metrics (up to you to describe, support, analyze). Materials used in the foundation, framing, bracing, roof support system, columns, beams, structural/seismic walls are thus not to be considered. Every group member must have a speaking role.See Answer
Q4:Assignment : For this project you will give two small group presentations. The first presentation will focus on nonstructural building materials and the second on structural building materials. For each presentation you will choose two comparative building materials or components; they can be green, sustainable or have no affiliated environmentally friendly/unfriendly label. For this project you will do some background research using technical journals, green rating systems, the LCA software we cover in the course, reliable web references, and/or the reference book for the course. You may also have direct personal experience in working with the material (s). Over the course of the term, you will provide information in the form of two oral presentations. An outline of what is expected in each of the presentations is included below: For the first presentation you will focus on two nonstructural materials used in building construction. One material would be considered a standard, perhaps non- or low- sustainable material. The other material is an alternative that has improved sustainability metrics (up to you to describe, support, analyze). Materials used in the foundation, framing, bracing, roof support system, columns, beams, structural/seismic walls are thus not to be considered. Every group member must have a speaking role. INSTRUCTIONS : For each presentation cover the following information in not more than about 8-10 slides. Each group will have 5 minutes to present. Introduce the main materials you are covering. What is the main application (s) for the materials chosen? Highlight advantages and disadvantages for these materials in relation to their sustainability/green "ness". From an LCA standpoint, what are the biggest concerns about the material over its lifespan from a sustainability perspective? For example, is it raw materials acquisition, production, construction, end of life usage? Can these materials be assessed using a rating system (e.g. LEED (Leadership in Energy and Environmental Design), the Living Building Challenge (LBC), or Green Roads, other system within the respective materials categories and how would they receive points and/or meet the standard? If they cannot be used, elaborate on why. When describing the one (1) alternative material demonstrate how this material has improved sustainability metrics over the traditional material. You may use existing literature, an LCA evaluation tool, environmental product declaration or one of the rating systems we have covered. You may use several approaches. They is to provide quantifiable, reliable sources to justify your work. LEED - allows more points to be achieved, LBC - is not on the material red list, reduces CO2 footprint, contributes to energy savings for a net positive energy building Green Roads - fits within the framework to earn points, or earn increased points over other materials in this rating system. Remember you can use other programs such as LEED, LCB, Green Globes, Athena, BEES, EPDs and/or technical literature to support your information above. What questions are unanswered about the alternative material? Do you have any remaining concerns about the material? STUDENT INSTRUCTIONS : We need to do only 1st presentation - two nonstructural materials used in building construction. The material that we will use is hardwood flooring like oak Alternative material would be bamboo flooring Provide speaker notes as well.See Answer
Q5:/n 3. Transfer the samples to the Main Lab and leave where directed by the technician 4. The testing will be carried out in 3 parts: • Part 2: Testing the mini-beam There will then be a break whilst all groups test their cubes and beams as the cube machines needs to be reset for the cylinder test • Part 1: Testing the 3 Cubes • During this break you will complete a theoretical mix design exercise • Part 3: Testing the cylinder1 ош NELE ADR Control PRO Figure 2: Machine for testing the cube/cylinder and mini-beam 5. The testing machines will be operated by a technician who will direct you to seat the samples correctly. The testing machine door will then be closed Note-protective safety glasses must now be worn 6. The samples will be tested to failure. Record the value of failures here: 33.3 MPA Cube 1 34.01M PA Cube 2 32.98 MeCube 3- 1,28 MP/Mini-Beam load load NS 333 KN 2,292 kg 34 0.1 KN 2.256 kg 329.8 kN 2.259 kg 12.8 0.2km KN 11.082Kg 12 12See Answer
Q6:Question 1 A fully saturated cylindrical triaxial sample of clay soil has initial dimensions of 37.8 mm in diameter by 76.2 mm long. A quick undrained triaxial test is conducted on the specimen where the cell pressure is 150 kN/m². The deviator stress at failure was 78 kN/m². After the triaxial test, a water content test is conducted on the entire sample. The combined weight of the wet sample and sample container was 183.3 g. The combined weight of the oven dried sample and sample container was 150.1 g. The sample container weighs 11.6 g. The soil solids specific gravity is 2.65. What is the undrained strength of the soil? Also, what are the water content of the soil, its total (or bulk) unit weight, and its voids ratio? [4 marks]See Answer
Q7: Special Project #3: Johnson House Concrete Lab (refer to the handout in the assignments section) Takeoff the Following Quantities: 1. Concrete Volume (CY) for: a. Continuous Footings b. Pad Footings 7. Reinforcing Bar weight (lbs.) for Continuous Footings a. CY b. Pad Footings CY C. Concrete Walls (no window openings) C. Concrete Walls (no window openings) CY d. Slabs on Grade CY 2024 CY CY CY Total CY 8. Total No. of Anchor Bolts in Walls @ 24" O.C. (add 1 CY per corner and 1 per "T"). 2. Formwork area (SF) for: Each a. Continuous Footings b. Pad Footings CY 9. Sill Plate Length (LF). LF C. Concrete Walls (no window openings) CY d. Slabs on Grade CY 10. No. of Simpson EPB66 Beam Connectors for Concrete Pads (see detail 2. Sheet A7). Total CY Each 3. Finish Area (SF) SF 4. Gravel Volume (CY) 5. Vapor Barrier Area (SF) 6. Welded Wire Area (SF) CY SF 11. No. of Dowels @ 16" O.C. alternating left and right (add one per corner and at "Ts"). See details 1, 3, sheet A7. SF "Soft" Weight per Mass per Imperial Metric unit length unit length Nominal Diameter Nominal Diameter Bar Size Size Nominal Area(in²) Nominal Area (lb/ft) (kg/m) (in) (mm) (mm²) #3 #10 0.376 0.561 0.375 9.525 0.11 71 ###### #4 #13 0.668 0.996 0.500 12.7 0.2 129 #5 #16 1.043 1.556 0.625 15.875 0.31 200 #6 #19 1.502 2.24 0.750 19.05 0.44 284 #7 #22 2.044 3.049 0.875 22.225 0.6 387 #8 #25 2.67 3.982 1.000 25.4 0.79 509 #9 #29 3.4 5.071 1.128 28.65 1 645 #10 #32 4.303 6.418 1.27 32.26 1.27 819 #11 #36 5.313 7.924 1.41 35.81 1.56 1006 #14 #43 7.65 11.41 1.693 43 2.25 1452 #18 #57 13.6 20.284 2.257 57.33 4 2581 EachSee Answer
Q8: CIVE 302 Spring 2013 T. Johnson Dr. R.K. Dowell Lab 6. Compression Testing of Concrete Cylinders In this lab, the cylinders poured previously will be tested to failure in compression. While ASTM standard compression testing specifies that three cylinders be crushed at 28 days for the design strength f'c, this lab will deviate slightly and test one cylinder each week for 7, 14, 21, and 28 day strengths. As concrete is a material which changes over time, this process will help visualize the growth in strength and change in failure mode as concrete cures. To account for cylinder variability in strength, the force-displacement data gathered each week will be shared between lab sections and an average strength for that day computed. Any asymmetries between pours – such as slump differences, mixing quality, or variable mix quantities - will be provided along with this data for discussion. The mix used in this poor is manufacturer-specified to have a an ultimate design compressive strength f'c = 2500 psi. This value represents the minimum expected break strength of the concrete at 28 days and is the quantity used by engineers in the design process. To contextualize this design value, however, the stress-strain behavior of concrete should be understood. To measure deformation in the cylinder during the test, a compressometer – shown below in Figure 6-1 – will be attached to the cylinder over a 6 inch gage length. As the cylinder is compressed, both rings will pivot about the rod on the left which will in turn compress the dial indicator on the right. Figure 6-2 shows this geometry in detail. Figure 6-1: Concrete Cylinder with Compressometer Pivot Rod ¢ 118 ¢ Figure 6-2: Geometry of Compressometer Reading 128 128 6"-8 6" gage length From this, we can see that the dial indicator reads twice the displacement that the cylinder experiences. With displacement thus known over the gage length, strain can be determined for a given load increment. To determine the stress corresponding to this strain, the axial load should be recorded and divided by the average diameter of the cylinder. This average should be computed based upon three readings at the top, center, and bottom of the cylinder using a micrometer, totaling 9 diameter readings for each specimen. Concrete's compressive strength is strain-rate dependent: that is, the time over which concrete is strained will change its compressive behavior. Should the test be run in force control, the system equilibrates the applied force up through the ultimate point, after which the loss in strength results in an applied force equal to the concrete mass multiplied by the loading head's acceleration. Thus, to provide stability for the experiment the test will be run in displacement control. To prevent damage to the dial indicator from excessive strains or slamming effects, it should be removed prior to reaching the ultimate stress. With that in mind, concrete maintains some strength after reaching its ultimate load. Post-peak displacement results in reduced forces and stresses associated with increased displacements and strains - a concept known as negative stiffness. This is illustrated below in Figure 6-3 for the force-displacement profile and in Figure 6-4 for the stress-strain profile. Force (kips) Negative stiffness Fu 0.5F I I Compressive strain capacity in ACI Design Code D₁ 0.0360 p Stress (ksi) f'c 0.5f' Eci 0.0600 Displacement (in.) Figure 6-3: Force-Displacement Response of Concrete Negative stiffness 0.003 Compressive strain capacity in ACI Design Code 0.005 Strain Figure 6-4: Stress-Strain Response of Concrete Unlike the metallic specimens tested in previous labs, it is clear from these plots that concrete does not have a well-defined linear-elastic region. Standard design equations typically give the elastic modulus of concrete as E = 57000√ √f (6-1) C Where both E and f' are given in psi. This principle is based off taking a determining the stress equal to f'c, locating the corresponding strain, and drawing a secant line to this point. The axial stiffness of concrete is also often of interest, and for concrete is determined in the same fashion as the elastic modulus but using the force-displacement curve instead of the stress- strain curve. Theoretically, stiffness is defined as the amount of force required to compress or elongate an object axially and is given as (6-2) K= AE Where A is the cross-sectional area of the member, E is the elastic modulus, and L is the total length (not the gage length). The Experiment One of the cylinders poured in Lab 5 will be tested to failure in a concrete compression testing machine. Prior to loading, three diameter readings toward the top, three in the middle, and three toward the bottom will be taken using a micrometer. Space these readings roughly 120 degrees apart. Use the average of these measurements to determine the cross-sectional area of the cylinder. Once the diameter of the cylinder has been measured, attach the compressometer such that the center of the gage length is roughly at the center of the cylinder. Make sure that the clear space for both the top and the bottom rings is approximately equal on all sides. Place two loading caps with rubber pads inside to ensure the loading head applies the load evenly to the top and bottom faces of the cylinder. Take measurements approximately every 5000 lbs that include both a load and a dial gage reading. Use the following values of load to approximate the ultimate force: 7 Day: 60,000 lbf 14 Day: 70,000 lbf 21 Day: 75,000 lbf 28 Day: 80,000 lbf Note that the cylinder may reach higher strengths than these values, but they are conservative estimates for removing the compressometer early enough so that it will not sustain damage. Thus, a strain at the true ultimate stress may not be reached. Required Calculations (for 7, 14, 21, and 28 day tests) Axial stress (at each increment) Axial strain over gage length (at each increment) Experimental E from stress-strain curve as described above Design E as specified by ACI Experimental K from force-displacement curve as described above Theoretical K (use experimental E) Required Plots f'c for each day vs. time in days (include f'c from each lab section) Stress vs. Strain for 7, 14, 21, and 28 plotted together on one graph Required Discussion Discuss the mode of failure of each cylinder for 7, 14, 21, and 28 day tests. Did it fail as expected, or did you see any deviations? Explain what you observe using the following as guidelines: Mix procedure. Did your mix go well, or were there inconsistencies? If the latter, explain what went wrong and how this ties into the observed failure mode. Adherence to ASTM procedure during the pour. Were the cylinders properly prepared, or did you notice anything that may have contributed to an uneven cylinder (think in terms of the layering, tamping, and tapping process) Compare your results with the 7 and 28 day strengths from concrete pours used in previous experiments in the SDSU shaking table lab. Are your results close, or do you have a weaker or stronger mix? Explain.See Answer
Q9:Hello, Please submit a 4-page small research paper on Concrete Mix Design (i.e., where did the curves in your assignment derive from, why are they important, etc.) or Lightweight Concrete / Lightweight Aggregates for concrete products. Please include references when quoting a reference document./n Intsruction Write from Google scholar a construction mix design research paper minimum four pages and the topics it's something like where or when did the mixed design start and how and how did they invent the errors of mixed design? The reference should be from Google scholarSee Answer
Q10: Assignment: For this project you will give two small group presentations. The first presentation will focus on nonstructural building materials and the second on structural building materials. For each presentation you will choose two comparative building materials or components; they can be green, sustainable or have no affiliated environmentally friendly/unfriendly label. For this project you will do some background research using technical journals, green rating systems, the LCA software we cover in the course, reliable web references, and/or the reference book for the course. You may also have direct personal experience in working with the material (s). Over the course of the term, you will provide information in the form of two oral presentations. An outline of what is expected in each of the presentations is included below: For the first presentation you will focus on two nonstructural materials used in building construction. One material would be considered a standard, perhaps non- or low- sustainable material. The other material is an alternative that has improved sustainability metrics (up to you to describe, support, analyze). Materials used in the foundation, framing, bracing, roof support system, columns, beams, structural/seismic walls are thus not to be considered. Every group member must have a speaking role. INSTRUCTIONS: For each presentation cover the following information in not more than about 8-10 slides. Each group will have 5 minutes to present. Introduce the main materials you are covering. What is the main application (s) for the materials chosen? Highlight advantages and disadvantages for these materials in relation to their sustainability/green “ness”. From an LCA standpoint, what are the biggest concerns about the material over its lifespan from a sustainability perspective? For example, is it raw materials acquisition, production, construction, end of life usage? Can these materials be assessed using a rating system (e.g. LEED (Leadership in Energy and Environmental Design), the Living Building Challenge (LBC), or Green Roads, other system within the respective materials categories and how would they receive points and/or meet the standard? If they cannot be used, elaborate on why. When describing the one (1) alternative material demonstrate how this material has improved sustainability metrics over the traditional material. You may use existing literature, an LCA evaluation tool, environmental product declaration or one of the rating systems we have covered. You may use several approaches. They is to provide quantifiable, reliable sources to justify your work. LEED – allows more points to be achieved, LBC - is not on the material red list, reduces CO2 footprint, contributes to energy savings for a net positive energy building Green Roads – fits within the framework to earn points, or earn increased points over other materials in this rating system. Remember you can use other programs such as LEED, LCB, Green Globes, Athena, BEES, EPDs and/or technical literature to support your information above. What questions are unanswered about the alternative material? Do you have any remaining concerns about the material? STUDENT INSTRUCTIONS: We need to do only 1st presentation - two nonstructural materials used in building construction. The material that we will use is hardwood flooring like oak Alternative material would be bamboo flooring Provide speaker notes as well.See Answer
Q11:Question #1 (5 pts.): A sieve analysis was performed on a sample of aggregate for use in an asphalt pavement, with the results shown below: No. No. No. No. Sieve Size (in.) 1/2 3/8 No. 4 No. 8 16 30 40 50 No. 100 No. 200 pan Amount retained (g) 0.0 339.1 278.9 247.6 233.9 221.8 185.7 159.8 61.1 41.2 51.8 Do the following: a) Calculate the percent retained and percent passing each sieve, and graph the results on a 0.45 power graph (you may use the attached chart, or graph in Excel and include with your submission). (2 pts.) b) Calculate the fineness modulus and characterize the gradation of the material. (1 pt.) c) Briefly discuss its use as an asphalt aggregate based on the general requirements, as well as the gradation required for Superpave as compared to the sieve analysis results. (1 pt.) d) Briefly discuss the benefits of using this material from a sustainability standpoint. (1 pt.)See Answer
Q12:Question #2 (5 pts.): The aggregate in Question 1 will be mixed with asphalt binder to create a pavement to be used in Long Island. The 7-day average high air temperature in the area is expected to be 95 degrees F, with a standard deviation of 1.8 degrees F, and the low air temperature in the area is expected to reach 7 degrees F, with a standard deviation of 2.5 degrees F. The pavement will be used to repave a busy state highway. Address the following: a) Determine the performance grade of the asphalt that should be used for this pavement with 98% reliability. (2 pts.) b) Discuss the general considerations for ductility of the binder for the conditions stated. (1 pt.) c) If a penetration test yields a penetration of 4.5 mm into the asphalt, list its penetration grade, aged residue grade, and ductility. (1 pt.) d) Discuss the suitability of the addition of lime to the pavement mix. (1 pt.)See Answer
Q13:Question #3 (6 pts.): The asphalt pavement is blended, compacted, and sampled, with the data shown in the table below. abs. sample air asphalt asphalt agg (bulk) agg (eff.) volume (cc) mass (g) 200 5.467 G 2.435 1.01 N/A 2.658 2.726 % (by mass) Do the following: a) Complete the table by filling in the missing data. (2.5 pts.) b) Calculate VMA, VTM, VFA, Gmax (theoretical), and the effective asphalt content. (2.5 pts.) c) Briefly interpret the results. (1 pt.)See Answer
Q14: Johnson House Excavation & Drainage Lab Assignment (1) Calculate the total volume of topsoil stripped from the site according to the specifications. (2) Calculate the finished floor (FF) elevation using the drawings and specifications. This will be used in later labs. Follow these steps (a) Using the contour drawing (sheet no. A1), find the elevations at the four corners of the house before excavation. Assume that the slope across the site is constant, i.e. assume the third contour (elevation 407 below and to the left) is approximately the same distance away from 407.5 as the 408 contour. Don't forget to take into account that 6" of topsoil is to be stripped. (b) Determine the highest elevation of the four corners of the house. (c) To that highest elevation, add the minimum 24” clearance to establish the elevation of the bottom of the joists (TJI). (d) From the dimensions given in detail 7, sheet no. A8, determine the FF elevation. (3) Calculate the excavation volume for the perimeter footing. There is no basement and there is no excavation for the whole house. The existing ground is going to stay in place, except for the 6" of topsoil that is to be stripped. Follow these steps (a) Using the elevations obtained from 2(a) above, determine the average elevation of the four corners of the house after the topsoil has been stripped. This is used in determining the depth of excavation. (b) Using the lowest corner elevation and the dimensions of the footing, find the elevation of the bottom of the footing. Remember from the specifications that a minimum 18” of cover has to be maintained about the top of the footing. Refer to detail 7, sheet no. A8 for footing dimensions. (c) Subtract the elevation of the bottom of the footing from the average elevation of the 4 corners. This is the depth of excavation. (d) Determine the perimeter length of the centerline of the walls. (e) Using the cross sectional area of the trench, determine the volume of excavation. (4) Determine the volume of backfill for the Perimeter Footing. Subtract the volume that the footing and wall will take up from the amount of excavated material. (5) Calculate the length of drainage pipe needed in feet. (6) Calculate the volume of drainage gravel needed in cubic yards. (7) Estimate the amount of surplus topsoil and excavated material that will need to be disposed of (cubic yards). Assume that topsoil will be 6" deep and it will only be used for the 10 ft. that the grade is to slope away from the house at 5%.See Answer
Q15:02/28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA , PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION. JOHNSON RESIDENCE 1,711 SQUARE FEET Minor corrections & comments are in red. Sheets P, M and E are for reference and are not needed to do the special project. ABBREVIATIONS: JOHNSON RESIDENCE AFF ABOVE FINISH FLOOR JBE JOIST-BEARING ELEVATION T TITLE PAGE ALUM ALUMINUM MAT. MATERIAL B.O.C. BOTTOM OF CEILING 00 ON CENTER a SPECIFICATIONS BOT BOTTOM RTU ROOF -TOP UNIT Al SITE PLAN CB CIRCUIT BREAKER TEMP . TEMPERED GLASS AZ FLOOR PLAN CJ CONSTRUCTION JOINT THRES. THRESHOLD CMU CONCRETE MASONRY UNIT CONCRETE THK . THICKNESS A3 EXTERIOR ELEVATIONS CONC T.O.F. TOP OF FOOTING A4 EXTERIOR ELEVATIONS CONT. CONTINUOUS T.O.M. TOP OF MASONRY DEPT . DIA DEPARTMENT DIAMETER T.O.WIN. TOP OF WINDOW A5 BUILDING SECTIONS TYP TYPICAL A6 FINISHES AND INT. ELEVATIONS TITLE PAGE 3/10/05 DATE: SCALE: NONE SHEET : T EA EACH VERT VERTICAL FIN FL FINISH FLOOR ELEVATION HM HOLLOW METAL HWD HARDWARE TABLE OF CONTENTS A7 DETAILS A8 5 DETAILS STRUCTURAL P PLUMBING PLAN M HVAC PLAN E ELECTRICAL PLAN 02/ 28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA, PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. SPECIFICATIONS: Construction shall comply with the 2003 International Building Code. 3.1. Footing and foundation concrete to 3,500-psi engineered concrete. 32 Slab concrete to 4,000-psi engineered concrete. 33 All rebar is to be lapped 18". 4.1 Brick veneer to be 2-1/ 4"x3-3/ 4"x8-1/ 4" brick with 1/ 2" mortar joint installed with a running bond . 4.2. Brick ties are to be placed at 24" on center both ways. 4.3 Lintels used to support brick veneer are to be L3"x3" x1/ 4" shopped primed and painted to match brick. 6.1. All wood framing to be Douglas fir # 2. 6.2. Seal Sill to be used under all plate. 6.3. All headers to be 2@2" NO" unless noted 6.4. Header above the garage door to be 3-1/ 2"x12" GLB. 6.5 Exterior walls to be wrapped with Tyvek, 6.6. Truss manufacturer to prepare and submit calculations for trusses. 6.7. Attach all trusses to walls with Simpson HI ties. 6.8. Base to be 4-1/ 4" colonial. 6.9. Door trim to be 3" colonial. 6.10. Shelving to be 3/ 4" particle board mounted on "x4" hook strips. 6.11. Cabinetry to be oak cabinets with raised panel doors. 6.12. Countertops to be tri-cove plastic laminate over particle board. 6.13. Cabinet pulls to be solid brass, round pulls. 7.1. Wall and floor insulation to be unfaced fiberglass batt insulation. 1.2. Roof insulation to be blown fiberglass insulation. 73. Stucco to be synthetic stucco over base and brown coats. 7.4. Stucco to be reinforced with I" poultry fencing lapped 3" at edges. 7.5. Siding to be double-six aluminum siding, 7.6. Provide rain gutter around the entire perimeter of the building with down spouts at the comers. 7.7. Provided turtle vents in the upper 1/ 3 of the roof at a rate of I square foot of ventilation per 300 square feet of roof measured in plan view. 8.1. All doors to be prelung with wood frames . 8.2. Hardware shall be as follows: Group 1: Front Entrance, Garage Entrance, and Patio: 1-1/ 2 pair hinges I ea keyed lockset I ea deadbolt I set weather stripping I ea threshold I ea wall-mounted door stop Group 2: Garage/ Dining Room Door: I pair hinges I spring hinge I ea lockset Iset weather stripping I ea threshold I ea wall-mounted door stop Group 3: Mechanical Room: 1-1/ 2 pair hinges per door I ea passage lockset 2 ea throw bolt I ea astragal 2 ea wall-mounted door stop Group 4: Bedroom and Bathroom Doors: 1-1/ 2 pair hinges I ea privacy lockset I ea wall-mounted door stop Group 5: Laundry and Single-Hung Closets: 1-1/ 2 pair hinges I ea passage lockset I ea wall-mounted door stop Group 6: Bifold Closets: 2 ea pulls to match cabinets 8.3. Hardware finish to be bright brass. 8.4. Windows to be white vinyl. 8.5. Overhead door to be prefinished insulated overhead door with 1/ 2-hp screw-drive opener with I each keyless entry and 2 each remotes, 9.1. 8" x8" tile thin set to be installed in laundry, bathroom, and master toilet room. 9.2 Laminate flooring to be installed in the kitchen and dining rooms. 9.3. Vinyl composition tile ( VCT) to be installed in the mechanical room. 9.4. Carpet to be installed in all other rooms. 9.5. Interior wall paint to be: One coat of PVA primer Two coats of interior Latex paint 9.6. Exterior door paint: One coat of oil-based primer Two coats of exterior latex paint IO.I. Toilet paper holder single-roll chrome, one per bathroom. 10.2 Towel bar to be 30" wide chrome, one per bathroom. 10.3. Towel ring to be chrome, one per bathroom. II.J. Appliance to be provided by others . 12.1 . Window blinds to be provided by others. 22.1. All water lines are to be copper. 22.2. Sewer line to be ABS. 22.3. Hot water heater to be 40-gallon gas. 22.4. Water closet to be white vitreous china. 22.5. Vanities to be oval white vitreous china with single-handle chrome faucets. 22.6. Kitchen sink to be 18-gage stainless steel with single-handle chrome faucets. 22.7. Provide washer box in laundry room. 22.8. Provide icemaker supply box behind refrigerator. 22.9. Shower enclosures to be chrome with hammered glass. 22.10. Shower wall to be cultured marble. 22.11. Shower to have a single-handle chrome faucet. 22.12. Bathtub in main bathroom to be porcelain over cast iron with tub/ shower chrome faucet and cultured marble surround. 22.13. Bathtub in master bathroom to be fiberglass, jetted tub with single-handle chrome faucet. 23.1. Furnace to be 90,000-BTU natural gas furnace. 23.2. Air conditioning to be 2-1/ 2 tons. 23.3. Thermostat to be programmable. 23.4. 4" dryer duct to be installed from laundry room to exterior of building. 23.5. All registers and grilles to have a white paint finish. 23.6. Provide 3" flexible duct work for exhaust fans. 26.1. The meter base is to be provided by the contractor. 26.2. Wiring to the meter base and the meter will be provided by the local utility company. 26.3. Outlets and switches to be white decor. 26.4. Living room, family room, and bedroom fixtures to be 52" white ceiling fans. 26.5. Main bathroom fixtures to be 4-bulb chrome strip light. 26.6. Master bathroom fixtures to be 6-bulb chrome strip light above sink and single-bulb pendant light fixtures elsewhere. 26.7. Master closet fixture to be 2-bulb, 4-foot fluorescent fixture. 26.8. Master toilet room, hall, and laundry room fixtures to be 2-bulb, white, mushroom fixtures. 26.9. Garage fixtures to be single-bulb porcelain fixture. 26.10. Mechanical room fixture to be single-bulb porcelain fixture with pull chain. 26.11. Kitchen fixtures to be recessed can light fixtures with white trim. 26.12. Dining room fixture to be 5-bulb chandler. 26.13. Entry fixture to be 3-bulb chandler. 26.14. Porch lighting to be recessed can light fixtures with white trim. 26.15. Exterior wall-hung lights to be single-bulb brass coach lights. 26.16. Cabinet lights to be 1-bulb, 2-foot fluorescent fixtures. 31.1 . Locate the building at a height such that the import or export of soils is not needed. 31.2. All fill shall be compacted to 95% of a modified proctor. 313. Existing soil is clay . 31.4. Under slab gravel to be 3/ 4" washed gravel. 32.1. Site concrete to be 4,000-psi engineered concrete. 32.2. Landscaping by others . 33.1. Gas, power, telephone, and cable TV lines outside the building by others. 33.2. Coordinate utilities with local power, natural gas, telephone, and cable TV companies. 33.3. Sewer line depth averages 4 feet. 33.4. Water line depth is 30 inches. JOHNSON RESIDENCE SPECIFICATIONS DATE : 3/10/ 05 SCALE: NONE SHEET G 02/28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA , PE JOHNSON RESIDENCE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED, PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION. 407 foot contour line is needed to get the elevation at lower left 15 4" CONC. SIDEWALK 00 4" CONC. DRIVEWAY -22'- OVER 4" OF GRAVEL THE WATER LINE INTO 08 20 EXISTING METER SITE PLAN TIE SEWER LINE INTO -18 EXISTING SEWER STUB EXISTING SIDEWALK SAW CUIT CURB FOR NEW APPROACH DATE : 4075 10 - NEW 4" CONC. APPROACH 3/10/05 EXISTING CURB AND GUTTER 5 20 SCALE: 1/16= 1' 407.0 SITE PLAN SHEET : Al 2 12' 2' 6'- - 2 14 14 14 N STEVEN PETERSON MBA , PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED, PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION, -6'-10-1- - 6 " - 7 -12" + 4 0 6 MASTER BATH KITCHEN DINING 4) 131-02 FAMILY ROOM -6'-411 -- M 12' 4) MASTER BEDROOM 13' 0 31 -27 A5 BUILT-IN 3 1- 2 " - 6'-8-11 3. 2'-8-" DESK 8. 3. 3. 33'-8"- (8) 6-'71/4" 3 9 WH HALL 2 33'-811. 2'-6' -34'- LAUNDRY - -12"-" - 4'-811 BATH 6 -34 2 3'-4" GARAGE -2'-43" 20 - 7" JOHNSON RESIDENCE 3 3 - 8' -IO"- 4" CONC. SLAB ENTRY 5 3'-11' OVER 4" OF GRAVEL 3'-1111 LIVING ROOM 41-411 -7' -1011- -- -7'-1011 1 -5-4' > AK 16'-0" BK BEDROOM BEDROOM - 4 1 -Il' - - 6-4 - -6'-12" - FLOOR PLAN -21-932" 12 - 2 12' -12' - 34' -6' -- 24 -64 A5 Garage opening dimenion is missing. It is needed to get the A and B distances. FLOOR PLAN 02/28/06 03/24/06 REV .: DATE: DATE : 3/10/05 SCALE : 1/ 8" = ' SHEET : A2 02/ 28/06 03/24/06 REV .: DATE: SHINGLE ROOF- A BRICK - STUCCO 2 STEVEN PETERSON MBA, PE JOHNSON RESIDENCE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. STUCCO SECTIONAL GARAGE DOOR FRONT ELEVATION SHINGLE ROOF N SIDING BACK ELEVATION EXTERIOR ELEVATIONS DATE: 3/10/05 SCALE: 1/8" = l' SHEET : A3 02/ 28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA, PE JOHNSON RESIDENCE SIDING SHINGLE ROOF - COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. BRICK SIDING 10 LEFT ELEVATION SIDING SHINGLE ROOF BRICK SIDING RIGHT ELEVATION EXTERIOR ELEVATIONS DATE: 3/10/05 SCALE: 1/8" = |' SHEET : A4 02/ 28/06 03/24/06 REV .: DATE: 0 STEVEN PETERSON MBA, PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. 2 12 AT OPPOSITE A8 6 5 AS. A7 OPPOSITE KITCHEN DINING & FAMILY ROOM MASTER BATH CLOSET MASTER BEDROOM - 3 3 A7 AZ. OPPOSITE JOHNSON RESIDENCE C BUILDING SECTION A5 12 6 12 12 12 6 BUILDING SECTIONS 10 9 5 4 A8 A8. A7 A7 DINING GARAGE 110'-4" 10'-9" MASTER BEDROOM HALL BEDROOM DATE: 8 6 3 3/10/05 SCALE: A8 A7 A7 A7 A8 A7 1/8" = |' BUILDING SECTION B A BUILDING SECTION A5 A5 SHEET : A5 -- 1'-4" -2'-6" -- DOOR SCHEDULE 2'0"x6'8"x]-3/ 4"1 6-PANEL INT SINGLE-HUNG DOOR 2 2'6" x6'8"x1-3/ 4" 6-PANEL INT SINGLE-HUNG DOOR 3) 2'8"x6'8" x-3/ 4"1 6-PANEL INT SINGLE -HUNG DOOR 4 2'8"x6'8" OPENING 5) 4'0"x6'8" OPENING 2'0"x6'8"×1-3/4" PAIR 6-PANEL BIFOLD DOORS 7 3'0"x6'8"×1-3/4" PAIR 6-PANEL BIFOLD DOORS 8 2'8" x6'8" ×1-3/ 4"1 6-PANEL EXT SINGLE-HUNG DOOR (9) 2'8"x6'8"×1-3/ 4" PAIR 6-PANEL EXT DOOR 3'0"x6'8"x1-3/ 4" 6-PANEL EXT SINGLE-HUNG DOOR 2'6"x6'8"x1-3/ 4" GLAZED SINGLE-HUNG DOOR W/ 2'6" SIDELIGHT -2' -- 02/ 28/06 03/24/06 REV .: DATE: . . . 2 STEVEN PETERSON MBA , PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION. 1 MIRROR -3' MIRROR 00 - - . . . - . WINDOW SCHEDULE . 0 . . 2'-6" 2'-6" - 2'-4"- 2'0"x]'8" SLIDER ( MOUNT SILL ABOVE 60"1) . . . . . . . 2'0"x 4'O" SINGLE-HUNG TEMPERED . . . . 3 4'0", 3'0" SLIDER - A 4'0"x4'O" SLIDER -2'-6" -- 4'0"x 4'O" SLIDER TEMPERED MASTER BATHROOM BATHROOM KITCHEN 61 5'0"x4'O" SLIDER -2'-311 -- JOHNSON RESIDENCE -3'- -31- 3'- -31- . . . . . . . . . . FINISHES AND INT. ELEVATIONS DATE : 3/10/05 SCALE: 3/ 8" = 1' SHEET : A6 -2'-6"-2' -- -2' -31 --- 2 -- - 11-3" e ℮ . . -2'-6" -- e . . . . . . -2'-6"- . . -2'-6"- - 11-6" -2'-6" - 1'-6"' 31. - 3' -2 --- 31 - 4' KITCHEN KITCHEN KITCHEN 02/28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA , PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. 30-YR. ARCHITECTURAL SHINGLES OVER 15 # FELT 30-YR. ARCHITECTURAL SHINGLES OVER 15 # FELT 7/ 16" OSB- -7/16" OSB PREMANUFACTURED TRUSSES @24" OC - 12 R-30 BLOWN R-30 BLOWN 12 PREMANUFACTURED TRUSSES @24" OC UNLESS NOTED SECTIONAL 6 UNLESS NOTED INSULATION INSULATION 6 OVERHEAD DOOR EXPANSION JOINT DRIP EDGE - DRIP EDGE ALUMINUM FASCIA - 1/ 2" DRYWALL 1/ 2" DRYWALL - ALUMINUM FASCIA 4" CONC. SLAB 4" CONC. SLAB 4" GRAVEL 4" GRAVEL SHAPED 2×4 - DOUBLE TOP PLATE DOUBLE TOP PLATE VENTED ALUMINUM SOFFIT 2x4 WALL WITHR- 13 SHAPED 2×4 8" 2x4 BLOCKING BATT INSULATION 2×4 WALL WITHR-13 VENTED ALUMINUM SOFFIT BATT INSULATION 2×4 BLOCKING 2× 4 LEDGER -1/ 2" DRYWALL BRICK 2x 4 LEDGER JOHNSON RESIDENCE SIDING OVER TYVEK -7/16" OSB 1/ 2" DRYWALL 6 SLAB SECTION 5 EAVES SECTION 4 EAVES SECTION A7 A7 A7 SIDING OVER TYVEK R-13 BATT INSULATION 2×4 PLATE R- 19 BATT 23/ 32" OSB- R-13 BATT INSULATION- 7/16" OSB -23/32" OSB INSULATION 23/32" OSB. 2×4 PLATE DETAILS - BRICK 11-7/ 8" RIM BOARD 11-7/ 8" RIM BOARD 2× 4 TREATED PLATE. 2×4 TREATED PLATE FLASHING 11-7/81JI R-19 BATT 11-7/8 TJ 1/ 2"NO" ANCHOR INSULATION TJI BRIDGING R-19 BATT 11-7/8TJ 302X10 BEAM INSULATION -FLASHING BOLT @ 24" OC SIMPSONEPB66 7/16" PLYWOOD SPACER 1/ 2"xIO" ANCHOR ZEA. #4 CONT. REBAR -24"x24"x10" FOOTING BOLT @ 24" OC ZEA. #4 CONT. REBAR TOP AND BOTTOM 8"x18" CONC. WALL 8"x18" CONC. WALL TOP AND BOTTOM DATE : 20"xIO" CONC. FOOTING -3 EA. # 4x18" REBAR 20"xIO" CONC. FOOTING 3/10/05 SCALE: ZEA. #4 CONT. REBAR #4 DOWELS @ 16" BOTH WAYS #4 DOWELS@ 16" 2 EA. #4 CONT. REBAR OC ALT. DIRECTION OC ALT. DIRECTION 1/ 2" = l' 3 FOOTING SECTION 2 FOOTING SECTION A7 1 FOOTING SECTION SHEET : AT A7 AT 02/28/06 03/24/06 REV .: DATE: 2 COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. STEVEN PETERSON MBA, PE SIDING 30-YR. ARCHITECTURAL SHINGLES OVER 15 # FELT 7/ 16" OSB- 7/ 16" OSB FLASHING- PRE MANUFACTURED TRUSSES @24" OC UNLESS NOTED 12 30-YR. ARCHITECTURAL R-30 BLOWN SHINGLES OVER 15 # FELT SHAPED TOP PLATE 6 INSULATION -7/16" OSB 12 2x 4 LEDGER - PREMANUFACTURED 2x 4 BLOCKING 6 -TRUSSES @24" OC VENTED ALUMINUM SOFFIT -1/ 2" DRYWALL R-30 BLOWN UNLESS NOTED - 2 x 10 HEADER INSULATION DRIP EDGE- ALUMINUM FASCIA 2× 4 FRAMED DROP WITH R-13 INSULATION SHAPED 2X4 - DOUBLE TOP PLATE JOHNSON RESIDENCE 1/ 2" DRYWALL SIDING OVER TYVEK 2@2x10 HEADER PRE MANUFACTURED 7/16" OSB WITH OSB SPACER - DOOR HEADER TRUSS = EAVES SECTION 10 EAVES SECTION A8 A8 30-YR. ARCHITECTURAL SHINGLES OVER 15 # FELT THRESHOLD R-13 BATT INSULATION -7/16" OSB SIDING OVER TYVEK -23/32" OSB R-19 BATT INSULATION 23/32" OSB- 2×4 PLATE -5/ 8" TYPE X DRYWALL DETAILS 12 PRE MANUFACTURED TRUSSES @24" OC UNLESS NOTED 7/16" 053 -11-7/ 8" RIM BOARD 6 11-7/ 8" RIM BOARD 2×4 TREATED PLATE 11-7/81J 2x 4 TREATED PLATE R-19 BATT 11-7/81J DRIP EDGE INSULATION SLOPE 2% 1/ 2" DRYWALL - ALUMINUM FASCIA ALUMINUM SOFFIT 1/ 2"xIO" ANCHOR 1/ 2"xIO" ANCHOR BOLT @ 24" OC BOLT @ 24" OC 4" CONC. SLAB DOUBLE TOP PLATE ZEA. #4 CONT. REBAR 4" OF GRAVEL SHAPED 2×4 TOP AND BOTTOM VENTED ALUMINUM SOFFIT .8"x18" CONC. WALL 8"x18" CONC. WALL ZEA. #4 CONT. REBAR DATE : 2x4 WALL WITH R-13 BATT INSULATION 2×4 BLOCKING 20" xIO" CONC. FOOTING 20"xIO" CONC. FOOTING TOP AND BOTTOM 3/10/05 SCALE: 2x 4 LEDGER 2 EA. #4 CONT. REBAR # 4 DOWELS @ 16" 2 EA. #4 CONT. REBAR 1/ 2" DRYWALL #4 DOWELS@16" OC ALT. DIRECTION OC ALT. DIRECTION 1/ 2" = l' 9 EAVES SECTION 8 A8 A8 FOOTING SECTION 7 A8 FOOTING SECTION SHEET : A8 02/28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA , PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION. Notice the difference between the bottom two details and the top one. We will go by the bottom ones and ignore the small jog in off of the garage. -67' 56' 37' -26'- - TRUSSES TRUSSES- 7 L 2×4 HIP JOIST E 2×4 ROOF JOISTS There also would be no floor framing there. But for floor framing and footings estimates, we will go by these two details here. JOHNSON RESIDENCE STRUCTURAL ROOF-FRAMING PLAN RIM BOARD RIM BOARD RIM BOARD -11-7/ 8" TJI150 TYPICAL @16" OC H 24"x24"'xIO" CONC. FOOTING ( TYP.) 3@2X10 BEAM 2 KIM BOARD ITT 11'-2". -10 10 2" RIM BOARD RIM BOARD 8"x18" CONC. WALL ( TYP.) DATE : 3/10/05 SCALE: 1/16" = 1' -20"xIO" CONC. FOOTING ( TYP.) FLOOR FRAMING PLAN FOOTINGS AND FOUNDATION PLAN SHEET : 5 02/ 28/06 03/24/06 REV .: DATE: N STEVEN PETERSON MBA , PE JOHNSON RESIDENCE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION . + HOSE BIB - 2"0 1/2"0 1/2"0 3/4"0 SHUTOFF VALVE. WH 3/ 4" GAS GAS GAS GAS GAS GAS PRV VALVE 3"10 311 2"0 3/ 4"0 -3/4"0 2"0 ! - 2"0 3"10 - C -1/ 2"0 PLUMBING PLAN 4"0 FLOOR PLAN HOT WATER SEWER COLD WATER GAS NATURAL GAS DATE: 3/10/05 SCALE: 1/8" = |' SHEET : P COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. COND. 0 6"0 LSK 6"0 8"x8" SUPPLY FLOOR PLAN a 0,9 6"Ø 8'2" RETURN 0 6"0 6"10 4"x12" RESISTER 8"x12" SUPPLY T 6"0 6"0 3 SHEET: 1/8" = l' 3/10/05 SCALE: DATE: HVAC PLAN JOHNSON STEVEN PETERSON MBA , PE REV .: DATE: 02/ 28/06 2 03/24/06 RESIDENCE 02/ 28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA , PE JOHNSON RESIDENCE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION . TO CABINET LIGHTS $ H 0 0 0 G METER ES $ P $$ $ $ 6 PANEL H 5 o 0 0 0 0 0 9 9 FLOOR PLAN ELECTRICAL PLAN DATE: 3/10/05 SCALE: 1/8" = l' SHEET : TTT -2' 12' 21 -6' -- 12' -141. -14' -6- 1, - 1= " + 1-7'-"- - 6'-10- " - 12 A C 16 MASTER BATH 4 311 KITCHEN DINING 4 20-181 01 FAMILY ROOM MASTER BEDROOM 4 31. C 3 AS 31 - 2-" 3 GULI-N 8 2 - 61 -8 - 11 21 - 811 3 3 131-3- 341 33'-8" HALL 2 331-8" WH LAUNDRY 2'-6" 12'-9-" 2 41-81 31-411 BATH 116,95 2 341 19 2 + GARAGE 1- 2-4-" -201-7-11 ENTRY 3 (3) 7 4" CONC. SLAB OVER 4" OF GRAVEL 5 31-1111 13'-10"- 41-411 - LIVING ROOM - -7'-10". -7'-1011. BEDROOM BEDROOM 16 A A - 6-4/1 - - 6-1/1 10 21-931 4 12'- 21" - -12' -12' 34' - 6'- 24' 64' AS Centerline Perimeter Length of Footings/Walls Refer to Sheet A2 in Plans 24"x24"NO" CONC. FOOTING (TYP.) -21 -2' L -Q' O -8"x18" CONC. WALL ( TYP.) 20"NO" CONC. FOOTING ( TYP.) Johnson House Footings and Foundation Detail - Sht. S FOR THE MAJORITY OF THE HOUSE, THERE IS NO BRICK. THE CENTERLINE IS THE INSIDE OF THE 2X4 WALL. SEE DETAIL 3, SHT. A7. 2' - -61- - 2' - -14' 14' -14' + 3 1-7'-" - 6-10- " 1-6 A 6 MASTER BATH KITCHEN DINING 4 -6'-411- 3, A FAMILY ROOM 131-0 MASTER BEDROOM (4) C 3 AS I 31 -2 11 - 61 -8- 11 3 21-8 -11 BULI-N 3 3 8 131-3- 33 '-8" 61-7-11 10) WH HALL 2 1 331-8" LAUNDRY 2'-6" 34 . 121-9-11 2 41-81 BATH 2 341 2 31-411 + GARAGE " -201-7-11 4" CONC. SLAB OVER 4" OF GRAVEL 7 13'-10" 41-411 - -8'-10"- ENTRY 3 (3) 5 31-111 LIVING ROOM - -7'-10"- -7'-1011 -- 4 -5 BEDROOM BEDROOM A A - 6-1 "- 21-931 4 12'-2 " - -12' -12' 34' - - 6'- 24' 64' AS Centerline Perimeter Length of Footings/Walls Refer to Sheet A2 in Plans -R-13 BATT INSULATION SIDING OVER TYVEK -2x4 PLATE 7/16" 058 11-7/ 8" RIM BOARD /23/32" 058 2×4 TREATED PLATE The centerlines of the exterior concrete walls and footings are the same. 11-7/8 1JI FLASHING- R-19 BATT INSULATION IZHOU ANCHOR BOLT @ /4" 00 2 EA, #4 CONT. REBAR TOP AND BOTTOM 8"X8" CONC. WALL 20"NO" CONC, FOOTING 2 EA. # 4 CONT. REBAR #4 DOWELS @ 16" OC ALT. DIRECTION A7 3 FOOTING SECTION Footings and Foundation Detail - Sht. A7 2"x4" Wall 4" brick Footings and Foundation Details Clarifications - Sheets A7, A8 The centerline is exactly on the outside of the exterior wall when there are bricks. 4" wall 2"x4" Sill Plate 2"x" SIIl Plate 8" 18" 4. 10" 4" conc. slab 18" 8" 4" gravel 10" 1. 20" 1 20" A8 Interlor Wall Next to Garage A7 Front of House With Brick Otherwise, the centerline is always on the inside of the exterior walls. CL CL L=230' 12" 3" € 1 12" 10" 6"dla plpe 2"x4" Wall 12" 20" 1 x4" Sill Plate #4 Rebar Drain Pipe/Drain Gravel 18" 8" 18" 10" 4 20" 1 3 A7 Rear/Sides of House, No Brick 18" Rebar Corner Connections 0 5 10" 15' Scale: 1"=10" Johnson House Plans Details 2"x4" Wall 4" brick 2"x4" Sill Plate 8" 18" 10" 20" 4" wall 2"x4" Sill Plate - 4" conc. slab 18" 8" 4" gravel 10" 20" A8 Interior Wall Next to Garage CL CL L=230' 12" 3" 12" 10" 6"dia pipe 1 12" 20" 1 A7 Front of House With Brick 2"x4" Wall T 2"x4" Sill Plate #4 Rebar Drain Pipe/Drain Gravel 8" 18" 10" - 20" 18" 3 A7 Rear/Sides of House, No Brick 18" Rebar Corner Connections 0 5" 10" 15" Scale: 1"=10" +, USE THE AVERAGE ELEVATION OF THE 4 CORNERS OF THE HOUSE TO DETERMINE AVERAGE EXCAVATION STARTING ELEVATION 24" MIN. 18" MIN. 6" OF TOPSOIL HAVE BEEN STRIPPED 1 LOWEST ELEVATION DETERMINES BOTTOM OF FOOTING ELEV. (DEPTH OF EXCAVATION) HIGHEST ELEVATION DETERMINES FF ELEV. Johnson House Specifications (see plans sheet G) 1. Topsoil. (a) The contractor shall remove the existing topsoil to its full depth of 6" under the structure, to 10 feet beyond the outside of walls, and to 5 feet beyond the proposed driveway and sidewalk. (b) Topsoil shall be placed back across all pervious areas from which topsoil was removed to a depth of 6". 2. Locate the top of footings a minimum of 18" below existing ground (building codes require them to be below the frost line depth). When water changes from liquid to solid, it expands 9% in volume. This resulted frost heave can be detrimental to footings and foundations. See Spec 31.1 which implies doing no grading of the existing ground under the structure. 3. The minimum clearance below the joists to the ground shall be 24" (to provide separation from moisture in the ground in order to protect the wood). 4. Excavate to provide a 1-foot workspace beyond all footings and assume no cutback. 5. Include a 6 mil thick vapor barrier under the structure. 6. The drainage gravel is to be placed in a square section, 12" x 12" surrounding the 6" drain pipe. Its center is located 12" beyond the outside of the concrete walls. 7. Use 3500 psi concrete in footings and walls (Spec 3.1). 8. Use 4000 psi concrete in the slab on grade (garage, driveway, and sidewalk slabs) (Spec 3.2). 9. Formwork for concrete is required on all exposed vertical sides. It is paid for by the square foot of contact area. 10. All rebar is to be overlapped by 18" (Spec 3.3). Rebars come in 20' lengths. 11. Add 18" rebar hooks ("L" bars) at all corners. Include two hooks (one on each side) for a "T" intersection. 12. The gravel under the slab on grade is 3/4 " nominal size. 13. Use 2-1/4"x3-3/4"x8-1/4" brick with 1/2" mortar joint (Spec 4.1). 14. Brick ties are to be placed at 24" on center both ways (Spec 4.2). 15. All headers are 2@2"x10" (Spec 6.3) except above the garage door which is 3-1/2"x12" (Spec 6.4)./nJohnson House Excavation & Drainage Lab Assignment (1) Calculate the total volume of topsoil stripped from the site according to the specifications. (2) Calculate the finished floor (FF) elevation using the drawings and specifications. This will be used in later labs. Follow these steps (a) Using the contour drawing (sheet no. A1), find the elevations at the four corners of the house before excavation. Assume that the slope across the site is constant, i.e. assume the third contour (elevation 407 below and to the left) is approximately the same distance away from 407.5 as the 408 contour. Don't forget to take into account that 6" of topsoil is to be stripped. (b) Determine the highest elevation of the four corners of the house. (c) To that highest elevation, add the minimum 24" clearance to establish the elevation of the bottom of the joists (TJI). (d) From the dimensions given in detail 7, sheet no. A8, determine the FF elevation. (3) Calculate the excavation volume for the perimeter footing. There is no basement and there is no excavation for the whole house. The existing ground is going to stay in place, except for the 6" of topsoil that is to be stripped. Follow these steps (a) Using the elevations obtained from 2(a) above, determine the average elevation of the four corners of the house after the topsoil has been stripped. This is used in determining the depth of excavation. (b) Using the lowest corner elevation and the dimensions of the footing, find the elevation of the bottom of the footing. Remember from the specifications that a minimum 18" of cover has to be maintained about the top of the footing. Refer to detail 7, sheet no. A8 for footing dimensions. (c) Subtract the elevation of the bottom of the footing from the average elevation of the 4 corners. This is the depth of excavation. (d) Determine the perimeter length of the centerline of the walls. (e) Using the cross sectional area of the trench, determine the volume of excavation. (4) Determine the volume of backfill for the Perimeter Footing. Subtract the volume that the footing and wall will take up from the amount of excavated material. (5) Calculate the length of drainage pipe needed in feet. (6) Calculate the volume of drainage gravel needed in cubic yards. (7) Estimate the amount of surplus topsoil and excavated material that will need to be disposed of (cubic yards). Assume that topsoil will be 6" deep and it will only be used for the 10 ft. that the grade is to slope away from the house at 5%.See Answer

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