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Q1:/n FILE 1: This is the project instruction file FILE 2: This is the project | Need to make a WBS of the project in 2 pagesSee Answer
Q2: DIDE351 - PRODUCTS AND MATERIALS: COMMERCIAL Assignment 2: Commercial Case Study Due Date: CIDA Standards for this Assignment ● 4a: Students are aware that building technology, materials, and construction vary according to geographic location. 4b: Student work demonstrates understanding of how social, economic, and cultural contexts inform interior design. 4c: Student work demonstrates understanding of how environmental responsibility informs the practice of interior design. 5a: Students have awareness of the nature and value of integrated design practices. 6a: Students have awareness of the contexts for interior design practice. 6b: Students have awareness of the impact of a global market on design practices. 6c: Students have awareness of the breadth and depth of interior design's impact and value. 9a: Students are able to effectively distill and visually communicate data and research. ● ● ● ● ● ● due by Day 7 of Unit 6 no later than 11:30 p.m. ET worth 25% of term mark. (Please refer to the Marking Rubric at the end of these instructions) ● 9b: Students are able to effectively express ideas in oral communication. ● 9c: Students are able to effectively express ideas in written communication. 9d: Students are able to effectively express ideas developed in the design process through visual media: ideation drawings and sketches. 13a: Students are aware of the influence of furnishings, objects, materials, and finishes on human wellbeing. ● ● ● 14a: Students are aware that design decisions relating to acoustics, thermal comfort, and indoor air quality have an environmental impact. ● 15a: Students have awareness of the environmental impact of construction. ● 16b: Student work demonstrates understanding of laws, codes, and standards that impact health, wellness, security, and fire and life safety, including sustainable environment guidelines. Description This assignment draws from all course material covered in Units 1 through 4. Students will explore the sustainability and materiality relating to a chosen commercial space. Students will critically analyze interior space by existing reviewing products and materials relating to public and private spaces as well as sustainable aspects incorporated within design features. For this assignment, students will create a floor plan of the commercial space chosen to examine (site measure to construct as-built drawings) and document the existing P&M (product and material) for specific rooms/zones. Objectives ● to recognize product and materials used within a commercial space to determine the sustainable initiatives within a commercial environment to advance the student's competence with analyzing space To apply hierarchical ordering principles to organize information Create presentations using the. ● ● ● ● ● Layout text and images for ease of accessibility and understanding Self-assess content and layout design through a reflective rationale exercise that evaluates what they learned APA citation standards for intellectual and visual information sources. Instructions DEFINING THE SPACE Before you begin the assignment proper, you must select and define the space you will study. 1. Review all lectures and materials to date to identify and assess any applicable products that may be found within a commercial setting. 2. Choose a commercial space to review, document and assess for products and materials, as well as sustainable and unsustainable features. 3. Your choice for commercial spaces can include: Office spaces (limit to under 3000 square feet) O Schools (choose a combination of classroom, office, reception and washrooms) O Small Clinics (chiropractors, dentists, other clinic environments) Salons (hair, aesthetics etc.) Retail (can be within a mall or a private space) Restaurants/Cafes O 4. Conduct a complete site review including a site measure, photographs and drafting of existing space. Review and measure is to include the following spaces*: O Waiting/Entrance O Reception or greeting area O Public space such as a boardroom, dining area, merchandise area etc. O Private space such as an office, staff area or back room O One washroom (preferably a barrier free or universal style) *If you choose a large space, you can measure a portion of the space as long as you can encompass all of the above within the area you select. 5. Document your findings of your chosen commercial space with digital photographs of all spaces above. Once you have selected an carefully defined your commercial space, moOve on to the two main parts of the assignment itself. PART 1: SUSTAINABLE REVIEW 6. Review interior features that appropriately illustrate sustainable or unsustainable features of the building such as: O window treatments O interior lighting including overall light and task lighting O plumbing fixtures (discuss motion sensors, universal design features) O natural light and window locations (private or open space) O insulated or non-insulated walls O O product and materials selections business practices such as recycling 7. Write a (150-300 words) description of the commercial space discussing and analyzing the sustainable and unsustainable features of the commercial space. Make recommendations on what modifications might be made to improve the performance of the space. PART 2: COMMERCIAL PRODUCTS AND MATERIALS 8. Review interior features related to the use of products and materials within a commercial environment including: O Wall finishes O Flooring finishes O O Ceiling treatments Cabinetry (including cabinets and counter materials) Washroom finishes (walls, floors, cabinets, ceilings) Furniture types and materials 9. Write a description (300-500 words) of the products and materials used within your chosen commercial space. Analyze the products within each space considering: O private and public zoning appropriateness of material O durability O maintenance 10. Provide a final review discussing recommendations for alternate materials. Submission 11. Submit the following in a single PDF file: O Introduction O Existing floor plan of chosen commercial space, a neatly drafted sketch. O Documented list of Product/Materials of rooms within space Photographic documentation of each space Written description of the commercial space O Written and visual descriptions of sustainable and non-sustainable features including recommendations Written and visual descriptions of the products and materials utilized within the space including recommendations. Conclusion. 12. Submit your PDF file as: DIDE351_Assignment2_yourlastname_yourfirstname.pdf. O O O Evaluation: Assignment 2 will be graded in its entirety out of 100. The following rubric indicates the criteria students are to adhere to, and their relative weights to the assignment overall. ACTIVITIES/COMPETENCIES DEMONSTRATED Format and Organization Grammar and Spelling Cohesive and logical flow of content Professionally formatted Followed APA Guidelines Evidence of Research Demonstration of range, relevance and comprehensive criteria Exploration of sustainable/non-sustainable features within commercial space Exploration of materials and products applicable to a commercial space Photographic Documentation demonstrates a good measure of study Documentation of P&M Analysis Review and logical justification of products and materials within a commercial Thorough review of sustainable features and recommendations Cohesive and logical flow of content TOTAL VALUE WEIGHT 20% 40% 40% /100 15%See Answer
Q3: D Question 1 The working drawings are created by the architect for the owner and are used by the general contractor, subcontractors, and suppliers to complete the project. The information in the working drawings shows us the: (Hint: you may choose more than one answer) Shape Quantity Tender Requirements Size D Question 2 For this shape shown here: 1 pts 1" 2 pts E 1. Match the following orthographic drawings with the top, front, right and left views by choosing the correct number. 2. 3. 1" 1/₂" ½" 1/2" ½" 1" 1" 1" 1" 1" I 1" 1" E 2. 3. 4. 1" 1" 1/2" 1/2" 1/2" 1/2" 1/2" 1/₂" 1/2" 1" 1" 1" 1" 1" 1" I E 4. 72 12|| 1/2" 1/2" 1/2" 1/2" Front View Left View Right View Top View 1" 1" [Choose ] [Choose ] [Choose ] [Choose ] 1" 1" I I E ½₂2" 1/₂" 1/₂" 1/2" Front View Left View Right View 1" [Choose ] [Choose ] [Choose ] [Choose ] 3 4 1 2 1" I I I I LSee Answer
Q4:Te Herenga Waka - Victoria University of Wellington Wellington School of Architecture BILD 322 ASSIGNMENT 2 Assignment 2 Introduction: The overall objective of this assignment is to demonstrate your knowledge of gravity and seismic resisting structures. Assignment 2 will be completed in two stages: • Stage 1 (Assignment 2A). Assignment 2A is a group assignment Your task is to research existing buildings and select an earthquake prone building analyse to review in Stage 2 - which meets the building selection criteria below. Stage 1 is due to Canvas (Nuku) Stage 1 will be completed in groups of three and is worth 10% of the course grade Stage 2 (Assignment 2B). Assignment 2B is an individual assignment Your task is to submit a structural strengthening report for the earthquake prone building selected in stage 1. You will analyse the selected building structure from the perspective of gravity and lateral loadings and recommend a strengthening strategy to achieve 100% compliance with the New Building Standard (%NBS). The Stage 2 report is due to Canvas (Nuku) Stage 2 is an individual assignment and is worth 50% of the course grade.See Answer
Q5:SUL-1-1.pdf largeprints sul02.pdf SUL-3-2.pdf largeprints sul04.pdf ↓ Answer the questions for 6-1 and 6-2 look at Large Prints for residential plans sheet 1,2, 3, 4, 5 SUL-5-1.pdf/n Zoomed View: Tap the left or right side of the screen to turn the page. Activity 6-1 Reading Specifications Name Use the partial set of specifications at the end of this activity and the list of MasterFormat divisions in the Reference Section to answer the following questions. Write your answers in the spaces provided. 1. Under which division would you locate A. Roofing materials and processes? B. Interior wood trim? C. Interior finishing of walls? 2. What must all bidders do before submitting a bid? 3. If an item is mentioned in the specifications and not in the drawings, must the bidder supply it? 4. Who has the final decision as to the interpretation of the drawings and specifications? 5. To whom does the term contractor refer? 6. Who is responsible for providing and paying for temporary electrical service? 7. Who shall provide the temporary heat needed to accomplish the work? 8. If the permanent heating plant is used for temporary heat, who will pay for the cost of its operation? 9. Who may provide and maintain temporary storage sheds for storage of all materials that may be damaged by the weather? 10. How much of an overlap must be made between the new and existing roof? 11. If a dimension is shown as 20'-0" on the drawings, but is scaled as 18'-6", which dimension is used? 12. What thickness of rigid insulation is used on flat roofs? 13. Where can a copy of the General Conditions of the Contract be viewed? 14. These specifications are for what type of construction? 15. If a detail drawing shows a 3'-4" wide sidewalk and the plan view shows the same sidewalk as 3'-6" wide, how wide should the sidewalk be? Copyright Goodheart-Willcox Co., Inc. 1. A. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. B. X C. 99 100 Zoomed View: Tap the left or right side of the screen to turn the page. Section 3 Specifications and Materials 16. What are the following concrete material specification requirements for the Architectural walls? A. Specified strength? B. Max W/C ratio? C. What are the fly ash requirements? D. Why is retarder required for the Architectural concrete? 17. What is the cement content for the Backfill concrete? 16. A. 17. B. C. D. X Copyright Goodheart-Willcox Co., Inc. Zoomed View: Tap the left or right side of the screen to turn the page. SPECIFICATIONS FOR AN OFFICE ADDITION and EXCERPTS FROM OTHER STRUCTURES INDEX Division 00-PROCUREMENT AND CONTRACTING REQUIREMENTS Division 01-GENERAL REQUIREMENTS Division 02-EXISTING CONDITIONS Division 03-CONCRETE Division 04-MASONRY Division 05-METALS Division 06-WOOD, PLASTICS, AND COMPOSITES Division 07-THERMAL AND MOISTURE PROTECTION Division 08-OPENINGS Division 09-FINISHES Division 10-SPECIALTIES Division 11-EQUIPMENT Division 12-FURNISHINGS Division 13-SPECIAL CONSTRUCTION Division 14-CONVEYING EQUIPMENT Division 21-FIRE SUPPRESSION Division 22-PLUMBING Division 23-HEATING, VENTILATING, AND AIR CONDITIONING Division 26-ELECTRICAL Division 27-COMMUNICATIONS Division 28-ELECTRONIC SAFETY AND SECURITY Division 31-EARTHWORK Division 32-EXTERIOR IMPROVEMENTS Division 33-UTILITIES SUPPLEMENTARY GENERAL CONDITIONS X General: These Supplementary General Conditions and the Specifications bound herewith shall be subject to all the requirements of the "General Conditions of the Contract for the Construction of Building," latest edition, Standard Form of the A.I.A., except that these Supplementary General Conditions shall take precedence over and modify any pages or statements of the General Conditions of the Contract and shall be used in conjunction with them as a part of the Contract Documents. The General Conditions of the Contract are hereby, except as same may be inconsistent herewith, made a part of this Specification, to the same extent as if herein written in full. Copies of the General Conditions of the Contract are on file and may be referred to at the Office of the Architects. Scope of Work: The work involved and outlined by these Specifications is for the construction work for the completion of the Office Addition for , as further illustrated, indicated, or shown on the accompanying drawings. Examination of Site: Before submitting a proposal for this work, each bidder will be held to have examined the site, satisfied himself fully as to existing conditions under which he will be obligated to operate in performing his part of the work, or which will in any manner affect the work under this contract. He shall include in his proposal any and all sums required to execute his work under existing conditions. No allowance for additional compensation will be subsequently in this connection, in behalf of any contractor, or for any error or negligence on his part. Copyright Goodheart-Willcox Co., Inc. 101 102 Zoomed View: Tap the left or right side of the screen to turn the page. Section 3 Specifications and Materials X Drawings and Specifications: These Specifications are intended to supplement the Drawings, the two being considered complementary, therefore, it will not be the province of these Specifications to mention any portion of the construction which the drawings are competent to explain and such omission will not relieve the contractor from carrying out such portions as are only indicated on the drawings. Should the items be required by these Specifications which are not indicated on the drawings, they are to be supplied, even if of such nature that they could have been indicated thereon. Any items which may not be indicated on the drawings or mentioned herein, but are necessary to complete the entire work, as shown and intended, shall be implied and must be furnished in place. The decision of the architects as to the proper interpretation of the Drawings and these Specifications shall be final and shall require compliance by the contractor in executing the work. Figured dimensions shall have precedence over scale measurements, and details over smaller scale general drawings. Should any... Principles and Definitions: Where the words "approved," "satisfactory," "equal," "proper," "ordered," "as directed," etc., are used, approval, etc., by architects is understood. It is understood that when the word "Contractor" is used in these Supplementary General Conditions, the work described in the paragraph may apply to all Contractors and Subcontractors involved with the work. Temporary Facilities: Temporary Heat: Each contractor shall provide the necessary temporary heat needed for materials, water, etc., or any other heat required to accomplish his work. If the permanent heating plant is used for temporary heat, the owner will pay for its operation. Temporary Light & Power: The general contractor shall arrange and pay for a temporary electrical service taken from the existing building for use by all trades, include 60 amp, 2 pole, 4 outlet fused panel mounted on pole or wall at the site. The electrical contractor shall provide temporary light within the structure as necessary and directed. General contractor will pay for all temporary electrical service until such time when permanent meter shall be installed. Temporary Sheds for Storage: The general contractor may provide and maintain on the premises, where directed, watertight storage shed, or sheds, for storage of all material which may be damaged by the weather. These sheds shall have wood floors raised above the grounds. Copyright Goodheart-Willcox Co., Inc. Division 03 CONCRETE Mix Type A B C D E F G H Zoomed View: Tap the left or right side of the screen to turn the page. Location Foundations: footings Exterior concrete (including topping slab in loading dock) Typical concrete (U.N.O.) Architectural concrete walls Architectural concrete columns Stair pan fills, masonry grout Concrete on composite metal deck (noted CWT- see arch. dwg.) Backfill concrete Specified Strength (at days) 3000 @ 28 4500 @ 28 4000 @28 4000 @ 28 Copyright Goodheart-Willcox Co., Inc. 6000@56 3000 @ 28 4000 @28 1500 @ 28 Min. Portland Cement #/C.Y.(¹) 500 565 520 565 (no fly ash) 565 (no fly ash) 500 520 + 120 fly ash + steel fibers (4) 280 Division 07 THERMAL AND MOISTURE PROTECTION Unit 6 Specifications and Building Codes % Max. Chloride by Weight of Cement 0.30 0.15 0.30 0.30 0.30 0.30 0.30 1.0 Max W/C Ratio 0.60 0.45 0.50 0.40 0.35 0.50 0.50 X 5-7 % AE (2) Agg.Size(³) #57, 1" #57, 1" #57, 1" #57, 1" #8, crushed #8, 3/8" #57, 1" NOTES: 1. Including fly ash in mixes where permitted. Not applicable if a specified amount of fly ash is listed with the mix. The minimum cement requirement may be met by substituting 1.33 lb. of fly ash for each 1.0 lb. of Portland cement replaced, to the maximum allowed ratio of fly ash to cement. The maximum ratio of fly ash to Portland cement shall be limited to 20%. 2. Tolerance on air content shall be as delivered. 103 #57, 1" 3. Normal weight. 4. Steel fibers are required in floor slabs designated "CWT" on Architectural finish schedule. 5. The Architectural concrete mix shall be designed to minimize shrinkage. A retarder shall be used to minimize heat gain and maximize long-term strength gain. A high range water-reducing admixture shall be used to limit the W/C ratio. The retarder may cause a delay in removal of the formwork. Strength development of the concrete may be critical in cycling formwork, depending on form system. General Conditions: The contractor shall read the General Conditions and Supplementary General Conditions which are a part of these Specifications.See Answer
Q6:Refer to Sheets 1, 3, and 5 from the Sullivan residential building plans in the Large Prints supplement to answer the following questions. 1. On which sheet is the first floor plan? 2. What is the scale of the first floor plan? 3. On which sheets are the elevations found? 4. What is the overall size of the following rooms? A. Garage B. Kitchen C. Master Bedroom 5. How many bedrooms are in this house? 6. Which two bathrooms back up to each other? 7. What kind of ceiling is in the great room? 8. What are the materials specified for the exterior covering? 9. What is the insulation required in the roof? 10. What material will be used to wrap the house?/n11. From the left-hand side of the house, what is the distance to the center of the second window on the front of the house? 12. What is the distance from the first floor to the truss bearing? 13. What are the overall dimensions of the house? 14. How thick is the typical exterior wall without the siding? 15. What is the dimension from the top of the foundation to the first floor? 16. What is the cabinet size at the kitchen sink? 17. What is the extension of the countertop overhang beyond the rear of the kitchen sink? 18. What is noted differently about the kitchen pantry floor? 19. What is the height of the stair guardrail and what is the load it must resist? 20. What is the specification for the fireplace?See Answer
Q7:Name Refer to Sheets 1, 2, and 4 from the Sullivan residential building plans in the Large Prints supplement to answer the following questions. 1. Refer to the foundation plan to answer the following questions. A. On which sheet is the foundation plan?_ B. What is the scale of the plan? C. What areas are unexcavated? 2. What is the specification for the garage slab? 3. What are the size and reinforcement requirements for the column footings in the basement? 4. What is the size of the foundation wall footing and what are the reinforcement requirements? 5. What is the size of the foundation wall and what are the reinforcement requirements? 6. What is the minimum depth below grade for the footings? 7. Where are the grade beam details found and what details are given?See Answer
Q8:Name Refer to Sheets 1, 2, 3, and 5 from the Marseille residential building plans in the Large Prints supplement to answer the following questions. 1. Give the specified psi rating for the following items: A. Garage slab B. Interior slabs C. Walls and footings 2. What is the slab thickness and reinforcing for the following items? A. Garage slab B. Basement C. Terrace 3. What size column footings are specified for the interior columns and what is the required thickness and reinforcing? 4. Referring to the grade beam details, how is the foundation reinforcing to be installed? 5. Where are the shear wall details located? What are they referring to? 6. What is the thickness of the typical foundation wall? What reinforcing is specified? 7. What is the floor pitch of the garage slab? 8. What are the outside dimensions of the foundation walls?/nUnit 10 Foundation Prints 9. What is the total dimension from the inside of the right-side foundation wall to the center column? 10. What is the minimum depth from grade to the bottom of the foundation wall? 185See Answer
Q9:Framing Plans for a Residential Building Project Name Refer to Sheets 2, 4, and 5 from the Sullivan residential building plans in the Large Prints supplement to answer the following questions. 1. Where is the floor framing information for the first floor found? 2. What is the floor framing joist size and spacing? 3. What is the size of the steel beam supporting the floor joists? 4. How is the steel beam attached to the concrete foundation wall? 5. What kind of blocking is required along the perimeter of the exterior wall? 6. On which sheet is the steel beam detail noted? 7. How is the steel beam attached to the floor joists? 8. What is the roof slope over the following areas? A. Garage B. Main house C. Back porch 9. What is the overhang at the roof soffits? 10. What is the typical header requirement over openings on loadbearing partitions?See Answer
Q10:Activity 12-2 Framing Plans for a Residential Building Project Name Refer to Sheets 1, 2, and 3 from the Marseille residential building plans in the Large Prints supplement to answer the following questions. 1. What is the drawing scale for the following? A. Foundation Plan B. First Floor Plan 2. What is the size of the beam supporting the floor joists for the first floor? 3. What is the specification for the column resting on the 30"x30" footing and supporting the beam? 4. What is the size and spacing of the floor joists for the first floor? 5. How is the steel column connected to the steel plate anchored to the 30" 30" footing? 6. What are the specified wood types for the following framing members? A. 2x4 and 2x6 B. 2x8,2x10, and 2x12 7. What is the specified repetitive bending stress for 2x10 floor joists? 8. What is the symbol for rough wood framing? Sketch the symbol freehand./nSection 4 Reading Prints 9. What is the live load for the first floor? 226 10. What is to be used for the header above the garage door? 11. What type of floor framing is required for the second-floor area? 12. Where on the first floor is the location of the loadbearing partition that carries the second-floor fr 13. What type of drywall is required in the garage? 14. What are the ceiling heights in the following areas? A. Great Room B. Dining C. Master Bedroom 15. What type of window is required to the right side of the front door?See Answer
Q11:Activity 12-3 Framing Details and Elevation Drawings for a Residential Building Project Name Refer to Sheets 1, 3, 5, and 6 from the Marseille residential building plans in the Large Prints supplement to answer the following questions. 1. What is the drawing scale for the following? A. Roof Plan B. Shear Wall Detail at Garage 2. What type of subfloor is specified over the floor joists and how is it attached? 3. What are the insulation requirements for the following areas of construction? A. 2x4 exterior walls B. Roof C. Basement, 4. Refer to the roof truss detail for the roof truss over the garage. A. What profile is referenced? B. What spacing is used for roof trusses? C. What is the specified slope?. 5. What is typically used to tie down the house framing to the foundation? 6. Referring to the stairs, what are the floor-to-floor heights and the number of risers for the following? A. Basement to first floor B. First to second floor/n28 Section 4 Reading Prints 7. What is specified for the weather-resistant membrane? 8. What is specified for the curved part of the roof over the upper-level middle windows?See Answer
Q12:6. Referring to the first floor, where is the supply air duct up to the second floor located?/n Print Print MAR-7 DEL-19 on back Print Print MAR-7 DEL-19 on back 2ND LEVEL โร Ukaj unda "41ff" skai halko PLAY FUTUPE PACEMENT BAI WAGER DEDROOM AREA BASEMENT FLOORDRA Isometric of Drainage System NOTE: Study print-not for construction. Print reproduction is not to scale. BLA LAUNDRY ROOM Bedroom 2 146 Hall 5.0. 14x6 Bedroom 3 Piny." 10₂4 CV Bath Second Floor Mec./ Plumbing Plan Scale "1-0" 。 VENT DRAN HVAC LEGEND CV CEILING VENT 1 ABFLOW LEVER PLUMBING LEGEND ● VENT Print Print DEL-19 MAR-7 on back Studer Residential Designs, Inc. 4010 Alexandria Pike, Cold Spring, Kentucky 41076 (899) 441-9460 Fax:(859) 441-9476 www.studerdesigns.com DATE REVISIONS The assistance of a local engineer, architect, or building designer is usually necessary to comply with local codes and/or conditions SRD 562 The Marseille DRAWN BY: CMB DATE: Sheet MP4 Print Print DEL-19 MAR-7 on back/n Print Print MAR-5 DEL-21 on back Print Print MAR-5 DEL-21 on back NOTE: Study print-not for construction. Print reproduction is not to scale. Master Bedroom Master Bath " VENT Lau BASEMENT SUPPLY 10x8 RETURN 11 ·A²4+ LH -108 SUPPLY Great Room Porch Terrace Dining BASEMENT SUPPLY Kitchen First Floor Mec./ Plumbing Plan Scale =" '-0" BASEMENT SUPPLY Bath Hall Garage HVAC LEGEND RETURN SUPPLY FV FLOOR VENT CV CELING VENT 1 ARFLOW LEVER Laundry PLUMBING LEGEND DEA Print Print DEL-21 MAR-5 on back Studer Residential Designs, Inc. 4010 Alexandria Pike, Cold Spring Kentucky 41076 (899) 441-9460 Fax:(859) 441-9476 www.studerdesigns.com DATE REVISIONS The assistance of a local engineer, architect, or building designer is usually necessary to comply with local codes and/or conditions SRD 562 The Marseille DRAWN BY: CMB DATE: Sheet MP3 Print Print DEL-21 MAR-5 on back/n Print Print MAR-3 DEL-23 on back Print Print MAR-3 DEL-23 on back NOTE: Study print-not for construction. Print reproduction is not to scale. SEWER -10"4" DUCT 0 Basement IOHI 0:3 GH Unexcavated HEATER Unexcavated Foundation Mec./ Plumbing Plan Scale "1-0" O VENT FLOOR DRAIN DUCT FURNACE Unexcavated HVAC SYSTEM: DESIGN INFORMATION/ CINCINNATI, CH OUTSIDE INSIDE do DESIGN TO WINTER, O'F 70°F EQUIPMENT LONDO: 66.778 BTU 3 TONA/C 80.000 BTU 99% FURNACE 4 TON DRIVE SUMMER: OUTSIDE do INSIDE do DESIGN TO DAILY RANGE PELATIVE HUMIDITY MOISTURE DIFF. 75°F 20°F M 50% 34 g/1 Print Print DEL-23 MAR-3 on back Studer Residential Designs, Inc. 4010 Alexandria Pike, Cold Spring, Kentucky 41076 (899) 441-9460 Fax:(859) 441-9476 www.studerdesigns.com DATE REVISIONS The assistance of a local engineer, architect, or building designer is usually necessary to comply with local codes and/or conditions SRD 562 The Marseille DRAWN BY: CMB DATE: Sheet MP2 Print Print DEL-23 MAR-3 on backSee Answer
Q13:Use Francis D. K Ching Text to answer the following questions about firsplace design. 1. List the opening styles for fireplaces. 2. What does the smoke shelf d in a firsplace? 3. What does the smoke chamber do? 4. Purpose of a flue? 5. The firebox serves what purpose? 6. Three shapes for flues? 7. Design requirements for masonary chimneys.See Answer
Q14: 2x2 4x6 5x6 2x2 6x5 Lift 4x5 bedroom double bedroom Lift Lift bedroom Lift double 6x5 bedroom bedroom 4x5 4x5 bedroom 475 bedroom Kitchen 4x5 bedroom bedroom 4x5 Laundry Room communal Aren. bedroom 4x5 bedroom 4x5 4×5 kitchen. belovon 4×5 bedroom カー bedroom bedroom 5x4 5x45x4 5x4 5x4 bedsom bedroom bedroom bedroom 4x5 bedroom 4x5 bedroomy double bedroom bedroom 4x5 514 5x4 Sx6 415 First and Second floor: 242 5x4 5x6 212 6.3 bedroom bedroom th 4x5 Lift double bedom double double bedroom bedroom Lift double bedraa 6x5 wardrobes bedroom 415 desks belom 4x5 4x5 bedroom Laundry Room 475 bedien Kitchen Communal Aren bedroom 4x5 kitchen 4x5 bedroom bedroom 4×5 4x5 bedre bedroom 4x5 bedroom 4x5 о Consuite bathroom bed beds double bedroom 4×5 bedro bedside talde 3x4 5x4 5x4 5x4 2 single beds SA4 514 Sx4 5x6 475 813 Bedon TU-147 Bedroo THIKI Bedroom This Bedroom Laundy wwwww kitchen Betoon SK4 Toike T TUILET sxy Single bedroom: enterance desk security con Debson TOILET Common Area. Say Kitchen TOILET Laundry Room wardrobe SAY TOILET S TOILET bed Lunday Sn3 belan Bedrmed kitchen 8x3 4x4 4x4 4x4 4x4 414 744 window chest drawer onsuite bathroom 3D Concept:/n UNIVERSITY of BRADFORD CSE5014-B Structural Design Project Faculty of Engineering and Informatics BEng/MEng Civil and Structural Engineering Structural Design Project CSE5014-B Detailed Design 2023-24 Requirements Following your initial report, your group needs to select their preferred scheme and carry out a more detailed design. For your detailed design report, you will 1. Prepare sufficient design calculations to establish the form and size of the principal structural elements (one slab, one beam, one column), for the chosen scheme. 2. Select a suitable type of foundation for this structure and some preliminary design calculations 3. Prepare general arrangement plans, sections and elevations to show the dimensions and layout of the structural elements. These drawings can produced using Autodesk/Revit or drawn by hand. 4. Consider the method of construction and prepare a Construction plan, including a Gantt chart showing the order and duration of activities 5. Prepare a Risk Assessment for the Construction Process 6. Assess the sustainability of your design decisions, considering issues such as (but not limited to) embodied carbon, waste produced during the construction/use/end of life of the building. 7. Prepare a reflective statement about how the principles of BIM could be used in completing this type of project. The principles of sustainable development must be embedded into all of your design decisions For the detailed report, worth 50% of the module, the breakdown of marks will be as follows Report element Design calculations Foundation Design Sustainability Marks (% of component grade) 20 10 25 Risk Assessment 15 Construction Plan 10 Implementation of BIM - reflective statement Drawings 10 10 There is not a strict word-count but the main body of the final report should be approximately 5000- 10000 words, supplemented by diagrams and appendices as appropriate. The report should be paginated and prefaced by a table of contents. The report should contain the above elements of the project in the main body of the report or appendices. This report must be submitted on Canvas by 4 pm on Friday 12th April. Only one submission is required per group. Page 1 of 1See Answer
Q15: LIQUID DISPOSAL AREA TRUCK UNLOADING BAY D BB C 6) H CH CH D PLANT BOMBA CONTRA INCENDIOS BOMBA CONTRA INCENDIOS GROUND Floor (LOO) SCALE: 1/100 ON A 1 ○ 5000 VEHICLE ENTRANCE VEHICLE ENTRANCE 10,000 15,000 SITE PLAN GENERAL NOTES: NOTES: version 18.1 P01 Preliminary Issue Rev Description: 18.11.18 XX XX Date: By: Chkd: Project Drg Title: PRELIMINARY ART AND CULTURE EXHIBITION SPACE ROYAL BOROUGH OF GREENWICH GROUND FLOOR PLAN Scale: Size: First Issue: Drawn: Checked: 1:100 A1 xx.10.2018 XX XX Drg Not Rev: DOE-ARC-GA-L00-12001 P01 FOOD STORAGE KITCHEN MANAGER OFFICE First Floor (LO1) SCALE: 1/100 on A1 ○ 5000 KITCHEN FRIDGE KITCHEN KITCHEN STORAGE/OPEN EXHIBITION SPACE A 10,000 15,000 EVENT STORAGE STORAGE/OPEN EXHIBITION SPACE SECURITY CHECK ECURITY CHECK Os ECURITY CHECK 10316 11146 7411 3304 NOTES: version 18.1 GENERAL NOTES: P01 Preliminary Issue Rev: 18.11.18 XX XX Description: Date: By: Chkd: Project: SITE PLAN Drg Title: PRELIMINARY ART AND CULTURE EXHIBITION SPACE ROYAL BOROUGH OF GREENWICH FIRST FLOOR PLAN Scale: Size: First Issue: Drawn Checked: 1:100 A1 xx.10.2018 XX XX Drg No: Rev DOE-ARC-GA-L01-12002 P01 CONFERENCE ROOM CHANGING ROOM STAFF OFFICE PRIVATE CONSULTATION LIFT LIFT STORAGE P RISER CHANGING D Second Floor (LOZ) SCALE: 1/100 ON A 1 5000 10,000 15,000 ROOM CLOAK ROOM GALLERY/EXHIBITION Ө CONSULTATION oooo 0000 0000 FLEXIBLE DEMO AREA FLEXIBLE DEMO AREA ФФФФ 0000 8-8 8-8- כ 8 88 8 88 0000 CASHIER STAIR WELL A A STAND CASHIER 8 8p 8 Пр CONSULTATION VIP LOUNGE 8 00 Д 0 8 BIN Ⓒ) NOTES: version 18.1 GENERAL NOTES: P01 Preliminary Issue Rev: 18.11.18 XX XX Description: Date: By: Chkd: Status: Project Drg Title: PRELIMINARY ART AND CULTURE EXHIBITION SPACE ROYAL BOROUGH OF GREENWICH SECOND FLOOR PLAN Scale: Size: First Issue: Drawn Checked: 1:100 A1 xx.10.2018 XX XX Drg No: DOE-ARC-GA-L02-12003 P01See Answer
Q16: H.4 Mini-Project: Building Calibration ME 418 // Spring 2024 Background and Problem Statement: In lieu of a final exam, we will have a final project for this course. This homework assignment will serve as an introduction to the software tool for the project and give you a chance to establish a baseline energy model for your subsequent (final project) analysis. The objective of this homework is to create and calibrate a building energy model that reflects either your current house/apartment or your house in your hometown. To do so, you will use the BEopt software produced by NREL, information about the building structure, and historic energy usage data. Instructions for Calibrating the Model: 1. Download and install BEopt 3.0.1 from https://www.nrel.gov/buildings/beopt.html 2. Watch a tutorial video on using BEopt (optional) a. https://www.youtube.com/watch?v=92fUQEsTjk4 b. https://www.youtube.com/playlist?list=PLHC0xDtkdjgec8QhVt7exJY3tpSLEFk-d 3. Draw the building, including foundation, space types, and roofs (Geometry Screen) 4. Select appropriate building orientation, construction materials, equipment, and operating characteristics (Options Screen) 5. Select building location and utility rate (Site Screen) 6. Download the appropriate weather data (Site Screen) 7. Run the building simulation using a Design Analysis (from dropdown menu) a. Select DView option and use 60-minute timestep 8. Examine the energy consumption results in Data Viewer a. Select "Monthly” tab at the top of the viewer b. Select “Electricity: Total (kWh)" on the right side of the window and unselect other options C. Click the small wrench icon in the bottom-right corner of the viewer d. Select "Show sum over time step" e. Right-click the middle of the viewer and select “Send data to Excel" 9. Compare monthly energy data to your electricity bills from the previous 12-months a. Calculate the error between your actual historic energy usage and the building model b. If available, you may use more precise energy data (e.g. hourly, so long as you have that information from your utility company) 10. Iterate your building model by adjusting various building components, setpoints, or schedules to calibrate your model within the requirements of ASHRAE Guideline 14. Do not modify any known values (e.g., furnace type or window construction), only those which you had to assume in your initial design. Deliverable: Submit a model calibration report in which you describe the actual building and your calibrated building model. Show predicted monthly energy usage compared with historical data. Calculate the CvRMSE and NMBE for your building model. Clearly identify and justify any assumptions used in the model. Comment on the quality of your model. Submit a written report (~3 pages, including figures and tables) and your BEopt model file to Canvas by the start of class on the due date. Due: In-class on Tuesday, April 2, 2024 Page 1 of 4 H.4 Mini-Project: Building Calibration ME 418 // Spring 2024 (Abridged) Excerpt from ASHRAE Handbook – Fundamentals, Ch. 19.7 Model Calibration Calibration is the use of known data (e.g., utility bills) on the observed relationship between a dependent variable (e.g., simulation output) and an independent variable (e.g., simulation input) to make estimates of other values of the parameters from new observations of the dependent variable. For energy simulation models, calibration typically involves observation of changes in simulation output as simulation inputs are modified, with the goal of identifying a set of parameters leading to simulation outputs that match measured building performance. The perception of validity and usefulness of any energy simulation model is largely determined by how closely the simulation output matches actual building performance, usually in terms of energy consumption. The process of calibrating a model to match actual performance can be a complex and time- consuming endeavor. Identifying and isolating sources of discrepancy between the results of a model and actual data are not always possible, as described in the section on Uncertainty in Modeling. In addition, energy model calibration typically involves several input parameters that must be calibrated using a relatively limited amount of measured data; because of combinatorial complexity, calibration is an underdetermined system in which there can exist many unique (and substantially different) models that are within a tolerable error. The quality of a calibration is often evaluated in terms of statistical indicators that quantify discrepancies between the model output and measured output. These metrics are based on time steps, and it may be the case that a model calibrated to low-resolution (e.g., monthly) whole-building data is highly inaccurate when compared to higher-resolution temporal (e.g., hourly) or spatial (e.g., level of a thermal zone) data. Among statistical indicators, the normalized mean bias error (NMBE) and the coefficient of variance of the root mean square error (Cv(RMSE)), [defined below], are widely used. In these equations, the values are summed for each time step (e.g., monthly or hourly values) over the course of an evaluation period (e.g., year), and the parameter V is the building performance variable under consideration (usually monthly whole-building energy consumption): where, NMBE = Σ(Vactual Vmodeled) (N-1) · Vactual • 100% Cv (RMSE) = Σ(Vactual - Vmodeled)² N-1 actual · 100% Vactual = parameter's measured or metered value for each timestep (e.g., month) N = number of timesteps being analyzed during period of evaluation In many energy-estimating programs, secondary systems are represented by a mix of component models and simplified system models. For example, it is common for air and hydronic distribution systems to be represented by energy models that do not explicitly include components such as pipes/ducts, coils, and valves/dampers. Those methods are described in the following section. Page 2 of 4 H.4 Mini-Project: Building Calibration ME 418 // Spring 2024 ASHRAE Guideline 14-2014 states that a model can be considered calibrated if NMBE <5% and CVRMSE < 15% when monthly data are used, or NMBE < 10% and CVRMSE < 30% when hourly data are used. Because CVRMSE is the positive average sum-squared error divided by the actual mean, it can be considered the percent error between the simulation and measured data. Because NMBE is a signed error divided by the mean, it indicates bias percent for under- (NMBE > 0) or overshooting (NMBE < 0) the actual data during the period of evaluation. Additional resources and tools useful for energy model calibration include ASHRAE RP-1051 (Reddy 2006), ASHRAE RP-1093 (Abushakra et al. 2000), and NREL Technical Report 5500-60127 (Robertson 2013). The main challenges of manual model calibration are that it is labor intensive and time consuming, it requires a high level of user skill and knowledge in both simulation and practical building operation, and the results often vary with the individual performing the calibration. Several practical difficulties prevent achieving a calibrated simulation or a simulation that closely reflects actual building performance, including (1) measurement and adaptation of weather data for use by simulation programs (e.g., converting global horizontal solar into beam and diffuse solar radiation), (2) collecting reliable actual meteorological year data for a specific building during the type period in which energy-use data was collected (Bhandari et al. 2012), (3) choice of methods used to calibrate the model, and (4) choice of methods used to measure required input parameters for the simulation (i.e., building mass, infiltration coefficients, and shading coefficients). Calibrated models typically involve a large number of input parameters to be calibrated, a high degree of expertise, multiple iterations, and substantial computing time. Every model, calibrated or not, carries assumptions and simplifications that are often deemed reasonable, but should be reevaluated when the model is used for different purposes. Calibration techniques can be roughly classified as either manual or automated methods. Manual calibration methods include graphical analysis and sensitivity analysis. Examples of methods used for automated calibration include Bayesian analysis, pattern matching, and multiobjective optimization. Manual calibration is an iterative approach that can be labor intensive and involves separate manipulation of individual parameters. This approach involves using an existing building simulation model and “tuning” or calibrating the various input parameters so that simulation program output matches with observed energy use. Calibration can be performed using data from any time period (e.g., monthly, or only a few weeks over the year), but the final calibrated model is likely to be less accurate when fewer data are used during the calibration process. Hourly monitored energy data (most compatible with the time step adopted by most building energy simulation programs) can allow development of more accurate calibrated models, but calibrators often work without hourly data. During the manual calibration process, graphical representations and/or statistics comparing modeled data to measured data are displayed in an attempt to elucidate the value that input parameters could be set to in order to improve the match between simulation output and measured data. Calibrators often use sensitivity analyses to focus calibration efforts on the parameters that make the biggest difference in terms of energy use. In contrast to manual calibration, automated techniques use mathematical, algorithmic techniques implemented as computer software. Bayesian analysis, pattern-based calibration, and multiobjective optimization are methods used for automated calibration. Page 3 of 4 * H.4 Mini-Project: Building Calibration ME 418 // Spring 2024 Example Calibration Data You can use this example data to verify your own NMBE and Cv(RMSE) calculations. Month Energy Bill Data [kWh] Model Output [kWh] January 431 437 February 447 375 March 440 367 April 307 394 May 483 534 June 771 672 July 720 807 August 794 836 September 725 606 October 469 438 November 320 365 December 472 420 Model Output Energy Bill Data 900 800 700 600 500 400 300 200 100 Mnothly Electricity Use (kWh) 1 2 3 4 5 6 7 8 9 10 Month 11 12 NMBE = = 2.2% 128 [kWh] 11 · 531.6 [kWh] 59704 [kWh²] 11 531.6 [kWh] Cv (RMSE) = 13.9% Page 4 of 4See Answer
Q17: P.1 Energy Efficiency Project ME 418 // Spring 2024 Background and Problem Statement: Using your calibrated building energy model from H.4, we will now proceed to explore ways to improve the energy efficiency of the home. You can assume that your original model is accurately calibrated for this analysis, and you can assume that all cost parameters in BEopt are accurate. The objective of this study is to explore multiple building modifications and determine which combination of improvements will result in the greatest energy savings for the least upfront cost. You will use the “Optimization” analysis option in BEopt. Instructions for Optimization Analysis: 1. Begin with your calibrated model from H.4. Save as a new file and clear any saved run results. 2. Navigate to the Options Screen and select the Optimization analysis option from the drop-down menu. 3. Select multiple options for building parameters by holding down the control key as you make selections. You can click and drag to select multiple options at once. 4. Navigate to the Site Selection menu. Update your utility rate to reflect your real rate. You can choose a "Detailed” rate and select from OpenEI options as well. 5. Run the optimization model. This may take quite some time depending on how many and which options you chose. Deliverable: Submit a recommendation of building modifications for energy savings. This report does not need to be long, but it needs to be thorough. Include the following: • • Brief description of the house, including a figure of the baseline monthly energy consumption profile from your calibrated H.4 model. Be sure to include total estimated energy consumption and the associated cost (ensure you use a consistent utility rate between “baseline” and "optimized"). Include a screenshot of the BEopt house model as well for reader reference. A summary of the selected options for which you will optimize your model, including a justification of why you selected them. Be realistic according to the condition of your building. For example, if the model is of a building that doesn't yet exist, it's perfectly fine to optimize the frame and roof designs. However, if you are modifying an existing home, it is impractical to replace 4" studs with 6" studs. ○ Include at least 10 different options from multiple categories (e.g., Windows and Doors, Space Conditioning, Schedules, etc...) Optimization results, including the specific parameters to be changed and the associated costs (from BEopt). Include the two figures (properly labeled and discussed) produced by BEopt after it completes the analysis. Discuss the results and recommend a course of action. You do not need to choose the "optimal" result provided by BEopt, as you may have alternative criteria for your selection, but you must justify your choices. Recall that this assignment is worth 20% of your grade. The simulation and analysis are easy, as BEopt will do all the work. Therefore, your grade will be determined by the quality of your report and your application of sound engineering judgement in selecting optimization options. Page 1 of 1See Answer
Q18:Instructions Student need to sketch now to show the professor and then if the Professor Approves will do the Revit work The professor prefers geometric shapes and it has to contain drainage systems on it. Some other students' good work images are uploaded, it helps to understand the exact requirement of work But don't copy./n School of Civil Engineering FACULTY OF ENGINEERING UNIVERSITY OF LEEDS CIVE1665 Integrated Design Project / Design Studio 1 Project Five: Pavilion. Module Code and Title: CIVE 1665 - Integrated Design Project – Project 5 Assignment Title: Assignment Type: Project 5: Pavilion Summative Assignment Weighting 20% Presentation Board A1 - Digital PDF Format Friday, 23 February 2024 School of Civil Engineering FACULTY OF ENGINEERING UNIVERSITY OF LEEDS Rationale This assessment has been set to allow you to work in groups to gather appropriate information to produce a creative design solution supported by details for materials and investigate appropriate structural elements. The project will allow you to develop an understanding of design ideas, creative solutions, materials and drawing techniques. Learning outcomes being assessed By completing this assessment you will be demonstrating achievement of the following learning outcomes: • Demonstrate the ability to undertake research for materials and cost. • • • • Demonstrate an ability to produce appropriate plans, diagrams and sketches. Demonstrate an ability to produce digital drawing information Demonstrate the ability to work both as individuals and collaboratively as a team to meet a common objective. Demonstrate the ability to evaluate work completed and understand efforts of group work through a peer assessment Demonstrate an the ability to produce graphical presentation, with appropriate information. Friday, 23 February 2024 Clarendon Road School of Civil Engineering FACULTY OF ENGINEERING UNIVERSITY OF LEEDS M Ofton Atversity Road Unversity Road SITE LOCATION: ST GEORGES FIELD Assignment Guidance - Project 5- Pavilion For this project, the University wishes you to create a design for an outdoor shelter, in the form of a pavilion. The purpose of this is to create a unique space, but protected from the worst of the weather. Accordingly, the pavilion should protect occupants from rain and give some shelter from wind, but not be a fully enclosed building envelope. The pavilion should be designed to respond to, and exploit, views and characteristics within and beyond the site. You will research precedents for the building type, deciding on what character your building shall be outward looking, focused on a viewpoint, introverted and contemplative. You'll consider materials appropriate to this character and develop the design in accordance with sympathetic construction methods. The pavilion must include the following attributes: • • The pavilion must be designed to be easily accessible and be of one general level - upper storeys are not allowed! Any level changes must be made using ramps in preference to steps. The pavilion must be located anywhere within the site zone as shown in the diagram provided. The pavilion should include a covered floor area of no larger than 60m2. • Consideration must be shown in the design in respect of: Friday, 23 February 2024 School of Civil Engineering FACULTY OF ENGINEERING O Site Analysis ○ Concept design and precedent study ○ Construction method О Durability, ease of maintenance and relative cost UNIVERSITY OF LEEDS О Aesthetic quality and visual impact Within these parameters, you are free to use any form or materials. However, the design task expects you to carefully evaluate, analyse and explain the choices you make. As part of this, you will develop a structural scheme to explain your design in terms of stability above and below ground, taking into account issues such as differential movement. In this way, you will gain experience of design a structural system made up of enclosing and spanning elements. Activity. Working in your sub tutor groups, you will need to develop a site analysis of the site area similar to Project One as a starting point for your design. You will develop: • • • A local site analysis and evaluation A precedent study to research pavilions and garden structures, to include historic, technical and conceptual background for the construction type. This will include a range of forms, materials and construction methods. DO NOT JUST COPY PRECEDENTS, USE THEM AS INSPIRATION. A number of conceptual sketch ideas for what the pavilion could be, for discussion, evaluation, selection and further development. These could include simple models. A developed design scheme, including detailed selection of materials and construction, as well as descriptions of appearance and effect on local context. Working Method. As in the other projects, a co-operative and mutually supportive working relationship is essential. Set up regular times to discuss and progress the design project, and make sure you attend these as well as carrying out agreed tasks. As with the site study, it will be possible to do some of the work separately, so long as you keep in contact and share your ideas. Keeping a sketchbook is a great help with this, as are shared media sites. Friday, 23 February 2024 School of Civil Engineering FACULTY OF ENGINEERING UNIVERSITY OF LEEDS Tutorials. After the initial introduction, regular tutorials will be where you are expected to share and review your progress with the teaching team and other groups. The value of these sessions for shared learning can't be stressed highly enough, not just in terms of what each of you gain from others, but also in that regular contact with the teaching team allows us to better understand your designs and thoughts, making positive evaluations of your submitted schemes easier. Because of this, registers of attendance will be kept which may be used to influence final project scores. Presentation and review. At the end of the project, you will present your findings as part of a formal review to an assessment panel comprising a member of the teaching team and some of your Level 1 colleagues. Your group must be prepared to spend up to 15mins explaining your findings and how you have chosen to present them in visual terms, then to answer brief questions about your methods, conclusions and presentation techniques. In the same way, you will be expected to be active participants by asking other groups the same types of question. The teaching team will use the review and the presented materials as the basis for a summative assessment which will form part of your overall mark for the module. As well as 'live' feedback on the day, you will receive some written commentary as feedback on your work for this part of the module. Friday, 23 February 2024See Answer
Q19: Activity 9-2 Plan Drawings for a Commercial Building Project Name Refer to Sheets A0.1, A1.1, A1.2, A1.3, A2.1, and A3.1 from the Delhi Flower and Garden Centers commercial building plans in the Large Prints supplement to answer the following questions. 1. What sheet are the supplemental notes on? 164 2. What typical size are the metal studs to be for interior walls unless noted differently on the drawings? What spacing is to be used? 3. Wood that is in contact with concrete should be what type? 4. What is the cabinet contractor to do prior to construction? 5. What scale is the first floor plan? 6. What is the overall size of the loading/shipping area? 7. What do the diagonal lines in the walls indicate? 8. Identify the flooring material in the following locations: A. Check-out area B. Greenhouse sales C. Covered sales. D. Men's and women's restrooms 9. What kind of glass is used in the count room? Copyright Goodheart-Willcox Co., Inc. Unit 9 Architectural Drawings 165 10. Where is the roof access hatch located? What detail provides additional information? 11. What details provide additional information for the paver floors? 12. Referring to Question 11, what is the difference between the greenhouse sales floor and the outside sales floor? 13. Answer the following questions about the planters at the covered entry. A. What detail is referenced? B. How thick is the concrete wall? C. What is to be added to the concrete wall inside of the planter? D. What is to be installed over the concrete wall outside of the planter? E. How high is the wall above the paver floor? 14. What type of structure is above the checkout counters? What detail is referenced? 15. Which way is Plan North facing, to the right or left side of the drawings? 16. Where are the stairs to the mezzanine located? 17. What is the riser and tread information for the stairs to the mezzanine? 18. What sheet is the roof plan on? 19. What is the slope of the rafter framing above the gate into the outside sales area? 20. What type of roof is used above the covered entry? Copyright Goodheart-Willcox Co., Inc. 166 Section 4 Reading Prints 21. What is to be done to the bar joists in the hardlines room? 22. What is the symbol for ceiling fans? Draw the symbol freehand. 23. Where are the compact fluorescent recessed can fixtures located? Copyright Goodheart-Willcox Co., Inc.See Answer
Q20:P.1 Energy Efficiency Project ME 418 // Spring 2024 Background and Problem Statement: Using your calibrated building energy model from H.4, we will now proceed to explore ways to improve the energy efficiency of the home. You can assume that your original model is accurately calibrated for this analysis, and you can assume that all cost parameters in BEopt are accurate. The objective of this study is to explore multiple building modifications and determine which combination of improvements will result in the greatest energy savings for the least upfront cost. You will use the "Optimization" analysis option in BEopt. Instructions for Optimization Analysis: 1. Begin with your calibrated model from H.4. Save as a new file and clear any saved run results. 2. Navigate to the Options Screen and select the Optimization analysis option from the drop-down menu. 3. Select multiple options for building parameters by holding down the control key as you make selections. You can click and drag to select multiple options at once. 4. Navigate to the Site Selection menu. Update your utility rate to reflect your real rate. You can choose a "Detailed" rate and select from OpenEI options as well. 5. Run the optimization model. This may take quite some time depending on how many and which options you chose. Deliverable: Submit a recommendation of building modifications for energy savings. This report does not need to be long, but it needs to be thorough. Include the following: · Brief description of the house, including a figure of the baseline monthly energy consumption profile from your calibrated H.4 model. Be sure to include total estimated energy consumption and the associated cost (ensure you use a consistent utility rate between "baseline" and "optimized"). Include a screenshot of the BEopt house model as well for reader reference. • o • •See Answer

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