Project management container pavilion
- 2. 1 School of Architecture, Building and Design Bachelor of Science (Hons) in Architecture MGT 60403 Project Management Project 1 Defining and Documenting a Project Tutor: Ms. Alia Group members: Student name: ID Tan Hsuan Lin 0318975 Lai Jia Yi 0315957 Chong Yee Ching 0316102 Angoline Boo Lee Zhuang 0316144 Lai Chi Mun 0319463 Tan Chiew Nee 0303531
- 4. 2 1.0 Project Introduction 1.1 Project Briefing 1.1.1 Client 1.1.2 Scope 1.1.3 Requirement 1.1.4 Objectives Taylor’s University Sdn. Bhd. (Taylor’s University Lakeside Campus) Ms. Alia Ahamad (Taylor’s University representative) The management has required a proposal of pavilion to be built at Site A, an opened parking area next to Syopz mall in the campus which will be used to house the students architectural design and model to be displayed to the university community and public. A proposal of project management planning and execution is required to ensure the completion of project within 6 months starting from April 2017 with the prerequisites of not interfering with the campus activities during the semester. 1. Land size as per site given by client. 2. Usage of reusable energy sources. 3. Site layout and landscaping. 1. To provide sufficient space for student’s work display and storage. 2. To provide a comfortable and usable space for student’s work pin up and presentation. 3. To allow the review by public community to students work. Figure 1.1.1 Current condition and usage of our site A, as known as Zone J carpark in Taylor’s University Lakeside Campus.
- 5. 3 1.2 Case Study Royal Wolf by Room 11 Royal Wolf is a specialist in the hire, sale & modification of new & refurbished shipping containers. Utilizing the steel fabrication skill sets of this company, Room11 take the claustrophobic volume within a regular shipping container and transform it into a spacious light filled work environment with planted internal courtyards. The design utilizes whole containers, positioned in a way that 20ft and 40ft containers create four courtyards and externally form a complete rectangle. Ends of containers are sheared off and replaced with face fixed full height glazing. Rather than cover the metal skin of the containers internally, the sheared ends are re-used to create insulated sandwich panels, exposing and celebrating the raw container skin. The ceiling is also left exposed and insulated on top with rigid insulation and a membrane roof. Finally, two containers are placed on end, creating a high narrow void with skylight at the entry while functioning as a marker for signage within the flat terrain. Solid and void is used to provide breather in a confined space Trees are planted inside the courtyard to soften the rigid space Full height windows provide visual interaction among the space and the surrounding Figure 1.2.1 The spaces are interconnected and permeable which allow activities to take place after removing the partition in between two container.
- 7. 4 2.0 Company Background 2.1 Consultants Company History and Profile Project Manager Company Name : HockSeng Build and Management Sdn. Bhd Specifying in project objective and plan including handling job scopes, budgeting, scheduling, and setting performances requirements. Control and management in resources utilization through procurement of labor, materials and equipment according to prescribed schedule and plan. Proper coordination of planning, design, estimating, costing, contracting and constructing of the entire construction process. Ensure of effective delivery of messages and communication among the participants of construction. Direct and ensure progression of work with well coordination between human and materials resources to achieve pre-set/pre-determined objectives of scopes including cost, time, quality and satisfaction of client. Education Architectural Association London (2006 - 2010) BSc., Architecture, Part 1 of the Architects Registration Board (ARB) and Royal Institute of British Architects (RIBA) examinations University of Manchester (2011 – 2013) March, Architecture, RIBA and ARB Part 2 accredited Registered Architect with Board of Architects Malaysia (LAM) (2016) Professional Experience Sanaa Architects (2013 - 2014) Assistant Architect Atelier Bow Wow (2014 – 2015) Senior Architect Hock Seng Build and Management Sdn Bhd (2015 – current) Scope of Works Project management Resources planning and management Documentation of work and schedule
- 8. 5 Architect Company Name: Line Studio Sdn Bhd creating building designs liaising with construction professionals about the feasibility of potential project working around constraining factors such as planning legislation, environmental impact and project budget assess the needs of the building and its users and advise the client on the practicality of their project produce detailed workings, drawings and specifications specify the nature and quality of materials required applying for planning permission writing and presenting reports, proposals, and applications adapting plans according to circumstances and resolving any problems that may arise during construction Education University College London (1993 - 1995) BSc., Architecture, Part 1 of the Architects Registration Board (ARB) and Royal Institute of British Architects (RIBA) examinations University College London (1996 – 1997) March, Architecture, RIBA and ARB Part 2 accredited Registered Architect with Board of Architects Malaysia (LAM) (2002) Professional Experience Gehl Architects (1998 - 2004) Assistant Architect Herzog de Meuron (2004 - 2010) Senior Architect Herzog de Meuron (2011-2014) Principal Architect Line Studio Sdn Bhd (2014-current) Scope of Works Building Design and Detailed Drawings Planning Permission and Permit Application Quotation and Furniture Selection Tender Documents
- 9. 6 Landscape Architect Company Name: Turenscape Sdn Bhd Confer with clients, engineers, and building architects to understand a project Prepare site plans, specifications, and cost estimates Coordinate the arrangement of existing and proposed land features and structures Prepare graphic representations of proposed plans using computer- aided design and drafting (CADD) software Select appropriate materials for use in landscape designs Analyze environmental reports on land conditions, such as drainage and energy usage Inspect landscape work to ensure that it adheres to original plans Seek new work through marketing or by giving presentations Education Terrovanu University Jakarta Indonesia (1993 - 1995) Bachelor of Landscape Architecture, Part 1 of the Architects Registration Board (ARB) and Royal Institute of British Architects (RIBA) examinations University College Sydney(1996 – 1997) Feb, Architecture, RIBA and ARB Part 2 accredited Registered Architect with Board of Architects Malaysia (LAM)(2003) Professional Experience Terrix Architects (1998 - 2006) Assistant Architect Le Bruez, Switzerland (2006 - 2010) Senior Architect Lalahudi Sdn Bhd (2011-2014) Principal Architect Line Studio Sdn Bhd (2014-current) Scope of Works Preliminary studies Site plan and Landscape Design Space renderings (Interior & exterior) Design project (urban regeneration schemes, pedestrian schemes, road/retail scheme)
- 10. 7 Structural Engineer Company Name: Earthcare Sdn Bhd Liaising with architects and surveyors. Designing a safe and cost effective structure systems. Analyze the vulnerability of existing structure. Determine loads and lateral forces acting on structure. Prepare structural plans and specifications, perform calculations, prepare reports and evaluations and observe construction sites. Keeping up with current construction techniques and materials to create green buildings. Ear hCare Education University of California, Berkeley (1994 - 1997) B.S., Civil and Environmental Engineering University of California, Berkeley (1997 – 1998) M.S., Structural Engineering, Mechanics, & Materials Registered Engineer with Board of Engineers Malaysia (BEM)(2003) Professional Experience Skidmore Owings & Merrill (SOM) (2002 - 2006) Assistant Structural Engineer Elecon Engineering Company. (2006 - 2014) Senior Structural Engineer KBR, Chicago (2015-current) Manager (Structural Engineer) Scope of Works The scope for a Civil Engineer shall include: Earthworks Storm water and drainage system Road works Sewerage Reticulation System Water Reticulation System Building Structural System
- 11. 8 Mechanical & Electrical Engineer Company Name: Canelect Engineer Sdn Bhd Design, supply, installation, repair, service and maintenance of Mechanical, Electrical and Process (MEP) utilities works such as Air-Conditioning (AC) System, Mechanical Ventilation (MV) System, Smoke Spill System, Process Cooling Water System (PCW), Compressed Dry Air (CDA) System, Clean Room Construction, Ducting Work, Piping Work, Electrical Work, Service & Maintenance, including preventive and predictive maintenance, and Building Automation System (BAS) Evaluating tenders received for mechanical works Supervising the installation of building services, ensuring that specifications for standards, performance and safety are met Ensuring that building systems are in good working order before handing the project over to the client Overseeing the testing, maintenance and repair of the building systems for refurbished buildings; the mechanical engineer needs to ensure that new building services will fit into the existing building Education University of California, Berkeley (1994 - 1997) B.S., M&E Engineering University of California, Berkeley (1997 – 1998) M.S., Electrical Engineering, Mechanics, & Materials Registered Engineer with Board of Engineers Malaysia (BEM)(2003) Professional Experience Skidmore Owings & Merrill (SOM) (2002 - 2006) Assistant M&E Engineer Elecon Engineering Company. (2006 - 2014) Senior M&E Engineer KBR, Chicago (2015-current) Manager (M&E Engineer) Scope of Works The scope for M&E Engineer includes: Air Conditioning & Mechanical Ventilation System Electrical Services (Lighting) Stormwater Drainage System Innovative Water Technology: Rain Water Harvesting System Innovative Solar Energy Solution: Solar Energy System
- 12. 9 Quantity Surveyor Company Name: Perunding Kos CYC Sdn. Bhd. Prepare tender document which includes condition of contract, type of contract (eg: PAM 2006), drawings, BQ Estimating budget, based on measurements of the designer’s or client’s sketches Assist in establishing a client's requirements and undertake feasibility studies Perform risk, value management and cost control Advise on a procurement strategy Prepare and analyze costings for tenders Education Taylor’s University Lakeside Campus (1994 - 1997) B.S., Science (Hons.) Quantity Survey University of Edinburgh, Scotland (1997 – 1998) M.S., Construction (MC) major in Quantity Surveying Registered SR. with Board of Quantity Surveyors Malaysia (BQSM) (2003) Professional Experience Juruukur Bahan Maju Bina Sdn. Bhd. (SOM) (2002 - 2006) Quantity Surveyor Elecon Consultant Company. (2006 - 2014) Quantity Surveyor Perunding Kos MKS Sdn. Bhd. (2015-current) Senior Quantity Surveyor Scope of Works The scope for a Quantity Surveyor includes: Estimate budget of project Estimate cost breakdown Estimate recyclable products value
- 13. 10 2.1 Organization Chart Taylor's University Management Client Ar. Lai Chi Mun Architect Ar. Angoline Boo Landscape Architect Ir. Tan Hsuan Lin C&S Engineer Ir. Lai Jia Yi M&E Engineer Sr. Chong Yee Ching Quantity Surveyor Ar. Tan Chiew Nee Project Manager
- 15. 11 3.0 Site Documentation 3.1 Site Introduction Our site is located at Taylor’s University Lakeside Campus, Jalan Taylor’s, Bandar Sunway, 5000 Petaling Jaya. The most significant feature of the campus would be the lake and the location of our site is right next to it so it plays the role as additional contextual connection with our proposed Pavilion. Site A, as known as carpark zone J is currently an opened parking area that covers the size of 9.66 acres. It is used by the campus students for parking of their vehicles, alongside with that we will have reallocate the carpark to another place in order to have our proposed Pavilion design on site. It is also located adjacent to the commercial block, Syopz mall which all the eateries and shops at for student’s usage. The proposed Pavilion will be hosting mainly the architecture students from Block E, which is the architectural students dedicated building. Figure 3.1.1 Bird eye view of the campus.
- 16. 12 Figure 3.1.2 Key Plan (NTS) showing traffic flow to our site During the construction, Zone J opened carpark will also be reallocated to DK Senza visitors parking temporarily. The carpark will be reallocated back on site once the construction is completed.
- 17. 13 3.2 S.W.O.T Analysis Strength Wide views towards and out of the site (Situated beside of the lake) Easy access from commercial block Weakness Lack sun shading Lack of street lamp Situated nearby a slope
- 18. 14 Opportunity Ease of construction process with existing service lance located just beside the site. Large given area of site Threats Uneven land condition. Reduction to number of parking.
- 20. 15 4.1 Architect 4.1.1 Schematic Design Design Statement Design Concept This project is to build a pavilion that will house architectural and design models for display to the university community and the public. The given site is parking area Zone J. The pavilion can cater 100 to 150 persons and is designed to interlink with campus linkways. The design emphasizes on sustainability. The pavilion provides spaces such as lobby, internal gallery, external gallery, mini office, activity room, shop and restroom. The Container Pavilion’s design aims to achieve sustainability. The pavilion is a single level temporary showroom. The temporary structure is designed to reduce the use of artificial lighting by using full-height glazing to maximize natural light penetration. Not only that, the design also promotes visual connectivity to the surrounding context. Containers are arranged in an enclosed loop to provide open and enclosed spaces within the building. The spaces are articulated around the central courtyard which serves as external gallery. The courtyard is interspersed with trees and other plantation so that other areas of the scheme can overlook areas of green. The showroom is designed by taking consideration of potential future extension. Framing desired view inside and outside of pavilion Entrance of the pavilion Use vegetation as part of design for natural sun shading
- 21. 16 Container Proposed 40” container 20” container External Dimension: 12.192m Length x 2.438m Width x 2.591m Height Internal Dimension: 12.032m Length x 2.352m Width x 2.385m Height External Dimension: 6.058m Length x 2.438m Width x 2.591m Height Internal Dimension: 5.867m Length x 2.352m Width x 2.385m Height
- 22. 17 4.1.2 Floor Plan Proposal Space Unit Area Total Lobby 1 26.8m2 26.8 m2 Indoor Gallery 1 104.0m2 104.0 m2 Outdoor Gallery 1 234.6m2 234.6 m2 Activity Room 3 24.2m2 72.6 m2 Mini Office with Pantry 1 24.2m2 24.2 m2 Restroom 2 7.0m2 14.0 m2 Shop 1 14.0m2 14.0 m2 Total 10 - 490.2 m2 A A B B Figure: Proposed GF Plan
- 23. 18 Figure: Proposed Front Elevation Figure: Proposed Back Elevation
- 24. 19 Figure: Proposed Front Elevation Figure: Proposed Front Elevation
- 25. 20 Figure: Proposed Section Figure: Proposed Section
- 26. 21 4.1.3 Perspective Rendering Front perspective of the pavilion Right: Extension of the pavilion provides new resting spot for the students to relax and socialize Left: Internal courtyard is used as an outdoor gallery
- 27. 22 Interior visual rendering of the gallery space to house students design and work. Interior rendering of the activity rooms which can used by students for studio work and discussion.
- 28. 23 4.2 Landscape Design Proposal 4.2.1 Existing Softscape Condition Trees are planted on the slope at the North, South and West portion of the site, act as a screening and buffer zone to the road. While few trees are planted along the lake to provide shading for the pedestrian. In a nut shell, the existing softscape provided at the site is mostly on the slope, act as buffer zone, but does not really act as shading device for the user. In our proposal, trees will be planted more to shade the pedestrian.
- 29. 24 4.2.2 Existing Hardscape Conditions Hardscape that can be found on site is the pathway that link the commercial block to the carpark, and also the car park area with bad condition. This is where the event usually took place. Potholes can be found mostly everywhere in this area, which is very inconvenient to the users. In a conclusion, pathway need to be revised and flatten to provide a good experience for the users, especially pedestrian. Pathway will be introduced in the proposal.
- 30. 25 4.2.3 Proposed Landscape Layout Site plan showing the proposed landscape design which is divided into two categories: Softscape Hardscape 1. Topiary Box Wood Wooden floor 2. Green Bamboo Bench 3. Bloody Cranesbill Garden table and chair 4. - Bench Softscape Hardscape 1. Acacia Wooden floor 2. Green Bamboo Bench 3. Hedge Garden table and chair 5. In turf stone pavement Pouf 6. Geranium Parasol 7. - Swings 8. - Lounge Chair Interior Landscape Exterior Landscape
- 32. 27 Green Bamboo Maximum Height: 3 m Maximum Diameter: 20mm Weight: 4kg Root Depth: 30cm Price: 130 per pot Description: - Good Hedge - Evergreen Plant - Flower blooms in bright red colour - Low maintenance Geranium Maximum Height: 0.7m Maximum Diameter: 20mm Weight: 1.5kg Root Depth: 10cm Price: 20/sqm per pot Description: - Roots contain powerful ingredient called tannin - Tannin is useful in preventing frequent diarrhea - Best to use any herb under guidance Topiary Box Wood Maximum Height: 2 m Maximum Diameter: 50mm Weight: 3kg Root Depth: 20cm Price: 120 per pot Description: - Can cope with heavy frosts and full sun - Irregular profile in hedges - Requires rich, slightly acidic soil - Produce tiny whitish flowers and small fruits Bloody Cranesbill Maximum Height: 0.6m Maximum Diameter: 20mm Weight: 1.5kg Root Depth: 10cm Price: 12.50 /sqm Description: - Leaves appear in opposite pair - Flowers appear in bunches at the tip of the stems - Herbal medication
- 33. 28 Acacia Maximum Height: 15 m Maximum Diameter: 500mm Weight: 200 kg Root Depth: 600 cm Price: 300 per pot Description: - Picturesque - Provide food and habitats for variety of animals - Source of gum Arabic - Used in candy, medicine, making of silk and paper Hedge Maximum Height: 2.5 m Maximum Diameter: 50mm Weight: 5 kg Root Depth: 20 cm Price: 80 per pot Description: - Creating boundary around the garden - Creates natural, unobtrusive backdrop - Permeable, allows winds to pass through - Tall, thick hedges offer privacy
- 35. 30 4.2.4 Perspective Renderings Steel structure is proposed as an alternative proposal. Perspective renderings are provided showing the spatial quality of each of the interior and exterior spaces.
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- 39. 34 4.2.5 Overall Hardscape And Softscape Cost Breakdown No. Item (Softscape) Quantity Cost (RM) 1. Acacia 6 pots 1800 2. Green Bamboo 11 pots 1430 3. Topiary Box Wood 8 pots 960 4. Hedge 25 pots 2000 5. Bloody Cranesbill 20 sqm 250 6. In Turf Stone Pavement 3000 sqm 1600 Total 8040.00 No. Item (Hardscape) Quantity Cost (RM) 1. Wooden Floor 550 sqm 16500 2. Bench 6 units 1800 3. Pouf 10 units 2500 4. Parasol 2 units 900 5. Lounge Chair 2 units 600 6. Garden Chair 14 units 2100 7. Swings 1 unit 3500 8. Stepping Stone 5 sqm 300 Total 28200.00
- 40. 35 4.3 Civil & Structure Engineering Report 4.3.1 Earthworks Currently, the site is covered with sand and crusher run stone with serious flooding issue after rain. In preparation for start work, a portion of the crusher run stone surface will be cleared before flattening, leveling and excavating the soil for the pavilion. Figure 4.3.1 Photos of site condition
- 41. 36 Figure 4.3.2 Area of clearance and excavation In preparation for start work, a portion of the crusher run stone surface will be cleared before flattening, leveling and excavating the soil for the pavilion.
- 42. 37 4.3.2 Storm water & Drainage System The drainage system is intended to collect and convey runoff and to minimize nuisance flooding. In view of our site condition, an underground drain pipe discharging to nearest are proposed. Figure 4.3.3 Diagram for storm water & drainage system
- 43. 38 4.3.3 Road works Proposed turf stone paving works to be incorporated with landscaping system linking from Syopz mall to site for ease of movement. Figure 4.3.3 Diagram for road works Figure 4.3.4 Photos of turf stone pavement used for previous project
- 44. 39 4.3.4 Sewage Reticulation System Proposing sewerage and waste water to channel into temporary underground septic system for this temporary pavilion. Consultation and submission to IWK Malaysia are required for sewer management approval. Figure 4.3.5 Diagram for sewer system Figure 4.3.6 Section diagram of sewer system proposed
- 45. 40 4.3.5 Water Reticulation System Proposing temporary water source to channel from water main in Syops Mall. Consultation and submission to Syabas Malaysia are required for temporary water supply during the period of the exhibition. Figure 4.3.6 Diagram for water system
- 46. 41 4.3.6 Building Structure & Engineering Works Foundation Figure 4.3.7 Diagram for foundation system
- 47. 42 Raft Foundation Container Footing As this is a temporary pavilion, a typical raft foundation using precast concrete panel is proposed, at the highlighted area, for its fast and inexpensive construction process. The perimeter foundation wall could be easily cmu block or poured concrete. The area was excavated and trench filled with gravel (for drainage). The precast panels will be dropped in via a crane and tied together. Foundation walls were then back-filled, soil compacted, gravel added, rebar laid out, and then concrete finishing was poured to the be leveled with the interior of the container. A container is built as an integral part connected with its entire periphery welded to the body, the chances of uplift and suction force is highly impossible. However, the whole container would need to be secure on the ground or on foundation to prevent it being blown away by storm or strong wind. The containers units are welded on steel post with 500 x 500mm width footing buried at 500mm deep into the ground. The utilities (water, electrical, and gas supply lines) are run to the base of the container to the respective locations proposed in plan by M&E engineer. Figure 4.3.11 Workers welding steel footing to base of container Figure 4.3.10 Image of steel footing to be connected to base of container Figure 4.3.8 image of raft foundation after rebar was laid out, before concrete finishing was poured Figure 4.3.9 Image of completed raft foundation
- 48. 43 Structure for Container The image illustrates the basic structural components of a container. The type of containers we are using is 20’ Container (6.1m L x 2.44m W x 2.6m H) and 40’ Container (12.2m L x 2.44m W x 2.6m H) due to its ease of availability in the market. The corrugation panels (roof, sides, and back), floor, purlins, front doors, frame, and rails of a container forms an integrated structural skin. They are strong and made to carry floor loads far more than what is required for typical home construction. Therefore, no extra structural support is required on side walls and doors of the containers. However, modifying and cutting openings weakens its existing structural system. It is recommended that aluminum powder coated framing is used to frame out the opening created. Extra bracing can be added to the roof for hanging fixtures required. The floors are made with treated plywood. Thus, it is strong, resilient, does not dent, insect resistant and can be replaced easily for repair. A thin layer of interior finishing (vinyl, carpet, etc…) can be laid on top for a more sophisticated interior finishing Figure 4.3.12 Primary Structural Components for a Typical Shipping Container
- 49. 44 Figure 4.3.13 Diagram of container structure proposed
- 50. 45 4.4 Mechanical & Electrical Engineering Report 4.4.1 Air conditioning & Mechanical Ventilation System 4.4.1.1 Introduction The Container Pavilion shall minimize the use of air-conditioning system to reduce the power bills while working on the environment impact to the earth. Hence, only indoor gallery with relatively big coverage shall be provided with cassette type fan coil units to protect the quality of the exhibition. While indoor office and retail store are also required to complete with appropriate mechanical ventilation to obtain the legal requirement of 15-20 (required fresh air in cfm) per person, air cooled split units with wall mounted should be install to provide fresh air intake. The activity room 2 & 3 facing into the centre void could make use of the air well for natural ventilation, hence it only requires the installation of mechanical ventilation to provide fresh air intake. Toilet would also requires the installation of mechanical ventilation system to extract the foul air out of the building. Figure 4.4.1 Zoning of air conditioning system in Container Pavilion
- 51. 46 3.4.1.2 Air Conditioning System Cassette type Air Conditioner Air Conditioner Model: Daikin Air conditioning Multi 4MXS6BF Heat Pump Inverter 4x FFQ35C Cassette (3.5kW / 15000 Btu) (840mm x 840mm x 245mm) Condenser Model: Mitsubishi PUZA 34,200 BTU, Heat Pump Air Conditioner P- series Condenser (735mm x 936mm x 300mm) Figure 4.4.2 Cassette type Air Conditioner System The usage of ceiling mounted indoor unit (cassette AC) is able to provide a large area of cooling effect in big spaces like the indoor galleries. The use of multi head split system are more cost efficient as its great coverage would only requires 1 unit per gallery. The silent operation of the AC could also provide a comfortable and aesthetic working environment for the visitors to enjoy the exhibition.
- 52. 47 3.4.1.3 Split Unit Air Conditioner System Air Conditioner Model: Panasonic 9,000 BTU 3/4 Ton Ductless Mini Split Air Conditioner with Heat - 230 or 208V/60Hz (840mm x 840mm x 245mm) Condenser Model: Mitsubishi PUZA 34,200 BTU, Heat Pump Air Conditioner P- series Condenser (735mm x 936mm x 300mm) The usage of split unit system is applied to area with relatively small coverage such as activity room 1, office and shop, which is enough to provide sufficient fresh air intake in a lower cost. Figure 4.4..3 Split Unit Type Air Conditioner System
- 53. 48 4.4.1.4 Air conditioner System Layout Figure 4.4.4 Air Conditioner System Layout
- 54. 49 4.4.2 Electrical Services (Lighting) 4.4.2.1 Building Supply The electrical installation shall consist of 100A reticulation system (100A main switchboards) and LV reticulation system (main switchboards, sub cablings, busducts, tap off units, distribution boards, final sub-circuits wiring and accessories). Included with luminaires installation to complete lighting installation. A 11kV switchgear substation and a transformer room for TNB is located on the Ground Floor Level of the neighboring Syopz Mall building. The proposed building will be provided with 220V supply coming from the substation in Syopz Mall. 2 NOS of 150MM diameter Pipe are laid underground in order to connect the electrical supply to the proposed building. Figure 3.1 Zoning of air conditioning system in Container Pavilion Figure 4.4.5 Power Supply Layout
- 55. 50 4.4.2.2 Type of Light Fittings The proposed lighting fixtures are mostly LED lighting, due to its cost-saving and energy efficient state alternative to the old conventional incandescent and CFL light bulbs, which makes the maintenance cost for the building lower. Oshram LED Wall Mounted Ceiling Light Oshram, LED Substitube Advance Lamp Brighstar S050/4 Satin Chrome Spotlight ThreeC® Waterproof LED Lighting Buried Ground Lights 18W Surfaced Mounted LED Round Warm White 12W 3000mm custom made linear LED light with wire suspensions extruded lengths of aluminium profile 150W 3 Light Triple Spotlight Close to Ceiling Fixture 10W Waterproof Solar Power 3 LED Lighting Buried Ground Lights
- 56. 51 (a) Oshram LED Wall Mounted Ceiling Light Location: Activity Room 1, 2, 3 Indoor Gallery The most typical mounted type downlight fixtures will be installed in activity room 1,2,3 and gallery. It is in order to provide aesthetic while provide sufficient light luminaires for the main on-going activities space. Quantity: 51 (b) Oshram, LED Substitube Advance Lamp Location: Office Retail shop Toilet Interior Corridors Normal Fluorescent fixtures will be installed in office, retail, toilet and corridors. Compact fluorescent will be used as far as possible for energy saving at the same time providing longer span of light luminaires. Quantity: 12 (c) Brighstar S050/4 Satin Chrome Spotlight Location: Indoor Gallery Spotlight is installed in the indoor Gallery as a powerful exhibition lighting instrument to project bright beam of light onto the arts. It directs sense of focus to the audience. Quantity: 18 (d) ThreeC® Waterproof LED Lighting Buried Ground Lights Location: Outdoor Gallery The recessed ground light is installed onto the ground to provide bright white lighting along the pathway leading to the centre void. Its waterproof body makes it safe to use in raining days. Quantity: 13
- 57. 52 4.4.2.3 Type of Switch 1 GANG 10 AMP ONE WAY SWITCH AT 1600mm AFFL 2 GANG 10 AMP ONE WAY SWITCH AT 1600mm AFFL 3 GANG 10 AMP ONE WAY SWITCH AT 1600mm AFFL 4 GANG 10 AMP ONE WAY SWITCH AT 1600mm AFFL Quantity: 2 Quantity: 5 Quantity: 2 Quantity: 1 4.4.2.4 Type of Socket 1 GANG 13 AMP SWITCH SOCKET OUTLET AT 400mm AFFL 2 GANG 13 AMP SWITCH SOCKET OUTLET AT 400mm AFFL Quantity: 2 Quantity: 7
- 58. 53 4.4.2.5 Electrical Services Plan Layout (Light Fittings) Figure 4.4.6 Electrical Services Layout
- 59. 54 4.4.2.6 Electrical Services Layout (Light Fittings) Figure 4.4.7 Sectional Perspective of light fittings.
- 60. 55 4.4.3 Drainage System 4.4.3.1 Components of Drainage System Parapet Wall Aluminium Rectangular Rainwater Downspout (a) 300MM Height Parapet Wall with secondary scupper. Dimension: According to roof span. Gutter is replaced by parapet wall in order to store and direct water to the encatchment tank/ drainage more efficiently. Secondary scupper is opened and act as emergency drains if the Primary scupper that direct to downspout becomes obstructed. Quantity: n/a (b) Austin Aluminium Rectangular Rainwater Downspout Dimension: 120mm x 100mm Rectangular Downspout is selected in order to accommodate with the geometry of the building. Benefits of using aluminium material: Resist rust Durable Lightweight and easy installation Can be paint to match with the color of container. Quantity: 19
- 61. 56 4.4.3.2 Drainage System Layout Figure 4.4.8 Roof Plan of Drainage System Most of the rainwater downpipe is proposed to be located at the outer perimeter, so that water could be direct to the rain water harvesting tank which is placed outside of the building, or to the drainage. Meanwhile there are two set of downspouts which has been place at the east side of center void, so that water could be direct to irrigate the landscape in the pavilion courtyard.
- 62. 57 4.4.4 Innovative Water Technology 4.4.4.1 Rainwater Harvesting System The rainwater conservative harvesting system that provides an independent water supply to supplement with the main supply. It is in order to promote the eco-green concept of the Container Pavilion, as it could harvest cheap and reliable source of clean water to irrigate the landscape, toilet flushing and other water supply purpose. A rainwater harvesting system can range in size and complexity. All systems have basics components, which include a catchment surface, rainwater downspout, filter, rain separator, collection pipe, overflow pipe, water tank and distribution pump. Figure 4.4.9 Components of Rainwater Harvesting System Source: (“Conserve Energy Future", 2017) 4.4.4.2 Components
- 63. 58 Pros Cons Easy to maintain Unpredictable rainfall Reduce water bills Initial High Cost Suitable for irrigation Regular Maintenance Reduces demand on Ground Water Storage Limits Used for several non-drinking purpose such as: toilet flushing and irrigation. Figure 4.4.10 Process of Rainwater Harvesting System Source: ("Process of Rainwater Harvesting - Conserve Energy Future", 2017) 4.4.4.3 Advantages and Disadvantages of Rainwater Harvesting System 4.4.4.4 The Operation of Rainwater Harvesting System
- 64. 59 Water Storage Tank Rainwater Pre- Tank Filter Aluminium Rectangular Rainwater Downspout Removing distribution pump and water treatment plant Other than rainwater pre-filters, storage tank and rainwater downspout, components such as distribution pump and water treatment is not proposed in the Container Pavilion. It is because single-storey pavilion does not require water pressure pump to direct water to the fields required. The building only caters for small scale of events and activities, hence it may not be necessary to install water treatment plant which would bring up high costs of maintenance. 4.4.4.5 Supplier and Specifications (c) Rainwater Filter Collector in Matte Finish Dimension: To manufacturer detail. Rainwater filter collector is proposed to remove suspended pollutant from rainwater collected from roof. The propose equipment filters the minerals coming from the rainwater, providing a healthy source of water for the plants to grow. Quantity: 2 Poly-Mart 100 Gallon Water Tank Dimension: 760MM diameter x 1060MM Height The Poly-mart tank is made from molded polyethylene and is designed for above ground use. It is built to avoid color fading and break down from harsh sunlight, as our site is exposed to the sunlight for a long-term. Quantity: 2 (c) Austin Aluminium Rectangular Rainwater Downspout Dimension: 120mm x 100mm Rectangular Downspout is proposed to direct water collected from the roof to the water tank. Quantity: 19
- 65. 60 Placement of Rain Harvest Water Tank The rainwater harvest tank is proposed at the west end of the Container Pavilion, which is also facing towards the main road. Five sets of downspout is connected as a main source to direct rainwater into the two tanks, while the other 10 sets of downspout located on the east container would directly transfer to the drainage in order to prevent overflow. Total amount of 200 gallons of water capacity is sufficient to cater for small scale pavilion as proposed. 4.4.4.6 Rainwater Harvesting System Plan Figure 4.4.11 Layout of Rainwater Harvesting System
- 66. 61 The parapet wall will collect water and direct them to the rainwater downspout, then finally to the rainwater storage tank. Storage tank will then distribute the filtered water for toilet flushing, landscape irrigation and so on. 4.4.4.7 Rainwater Harvesting Schematic Diagram Figure 4.4.12 Sectional Layout of Rainwater Harvesting System
- 67. 62 4.4.5 Innovative Solar Energy Solution 4.4.5.1 Solar Power system Solar Power System uses solar panels to absorb the sunlight as a source of energy to generate electricity or heat. It is usually use in commercial and residential applications. Due to the hot and humid climate in our country, the solar power system could only use as secondary power source to generate electricity in Malaysia. However it could greatly reduce the environmental impact and the electric bills cost in the building. A standard Solar Power System comes with solar panels, pole mount, solar output cable and controller. The solar panels are proposed to be place on the roof top, hold by the pole mount frame. It is because that the site have no shade on the panels, as trees are being planted at the orientation which wouldn’t decrease the efficiency for power production. 4.4.5.2 Components Figure 4.4.13 Component of Solar Panel System Source: ("Off-Grid Solar Kits| Ameresco Solar ", 2017)
- 68. 63 Monocrystalline Polycrystalline High Power Yield per square foot Low Power Yield per square foot Costly Slightly more affordable Perform best in warm weather High temperature ratings are lower High Effiency Low Efficiency Perform better in low light condition Perform poorly in low light condition There are a few types of solar panels could be found in the market nowadays. However, the Monocrystalline Solar Panels are the preferable choice when it comes to selection. It is because that it make good use of the available space on roof to supply higher power yield per square foot, which gives a higher energy efficiency in the container pavilion. Despite of being higher in cost, it has a higher temperature ratings which are more suitable for Malaysia’s hot and humid climate. 4.4.5.3 Comparison between different Monocrystalline and Polycrystalline Solar Panels 4.4.5.4 The Operation Flow of Solar Power System Step-1 : The solar panels convert sunlight into electric energy, which is Direct Current (DC). This current is then sent to an inverter. Step-2 : The inverter converts this DC to Alternating Current (AC) since pavilion is only equipped to use AC. The grid tied inverter additionally regulates the amount and voltage of electricity fed to the household since all the power generated is mostly much more than a pavilion needs or can handle. Step-3 : This ‘converted’ power supply is then used by homes through the main electricity distribution panel. Your home now has access to clean and green electricity, which makes you a contributor towards a cleaner and more sustainable environment. Figure 4.4.14 Operation Flow of Solar Panel System Source: ("How Solar System Works | Start Solar India", 2017)
- 69. 64 4.4.5.5 Supplier and Specifications Solar Panel Malaysia is one of the most trusted full- service solar providers. It provides design and consultation, to installation and project management, to solar financing and solar monitoring, the highest quality of solar panels and uncompromising service to the business. Prefabrication The new Technology, dubbed Tall Slates BITERS (Building Integrated Solar Roofing Systems) is used for the construction of roof. All internal system can be preinstalled in the home prior to the unit installation. Figure 4.4.15 Rotatable Solar Panel Malaysia Product Figure 4.4.16 Solar Panel Malaysia Product
- 70. 65 Quantity: 26 Placement of Solar Panels The Solar Panel is proposed to be placed at the West side of the Container Pavilion. It is because at that part of the site have no shade which would obstruct the light coming to the panels, as the trees are being planted at the orientation which wouldn’t decrease the efficiency for power production. 4.4.5.6 Solar Panel Roof Plan Layout Figure 4.4.17 Solar Panel Roof Plan Layout
- 71. 66 Rotatable Solar Panels Purlin grids acts as the frame to hold up the rotatable solar panel, so that it could actively changing the direction of the solar panel based on the Sun path from East to West during day time. The solar output would later transmit the DC current to an inverter, converting DC current to AC. Then the electric source would be store at the distribution board in the pavilion, then only transmit to the electrical appliances. 4.4.5.7 Solar Panel Section Layout Figure 4.4.18 Solar Panel Section Layout
- 72. 67 Figure 4.4.19 Schematic Diagram of Solar Power System in Container Pavilion. 4.4.5.8 Schematic Diagram of Solar Energy System
- 74. 68 5.0 Costings 5.1 Property Details Project Title: Container Gallery Land Title: Zone J car park premise of Taylor’s University Lakeside Campus, Jalan Taylors, 47500 Subang Jaya, Selangor, Malaysia. Property Type: Taylor’s University compound Land Type: Freehold Land Status: Above Parking lot Price per sq.ft: RM 880
- 75. 69 5.2 Container Supplier & Details Inside Cubic Capacity (m3) 33.2 Maximum Gross Weight (kg) 30,480 Tare Weight (kg) 2,170 Payload 28,310 Dimension External (m) Length 6.05 Width 2.44 Height 2.59 Dimension Internal (m) Length 5.90 Width 2.35 Height 2.38 Inside Cubic Capacity (m3) 67.0 Maximum Gross Weight (kg) 30,480 Tare Weight (kg) 3,750 Payload 26,730 Dimension External (m) Length 12.19 Width 2.44 Height 2.59 Dimension Internal (m) Length 12.01 Width 2.35 Height 2.38
- 76. 70 5.3 Estimated Cost Breakdown Architectural Item Description Unit Unit Price Quantity Amount (RM) Container 1 20ft unit 3900 2 7800.00 2 40ft unit 5200 9 46800.00 Floor 3 Vplywood standard timber veneer m2 45 300 13500.00 Wall 4 Concrete grade 10 (1:3:6) mix m2 145 120 17400.00 5 Expanded metal mesh m2 40 80 3200.00 6 Plywood m2 240 40 9600.00 7 Lysaght wall fitted white aluminium panels m2 40 350 14000.00 8 Jotun paint Jotaplast Max series m2 100 40 4000.00 Curtain wall 9 2.3m x 2.2m unit 1200 8 9600.00 10 2.3m x 5.0m unit 3500 7 24500.00 Doors 11 Solid timber door unit 800 10 8000.00 12 Double swing glass door unit 1880 1 1880.00 Washroom 13 Sericite Entropy series washdown one piece water closet unit 510 4 2040.00 14 Johnson Suisse Trezzo series semi-recessed basin unit 479 5 2395.00 15 Plywood timber flush toilet door unit 75 4 300.00 16 Partition wall for toilet unit 200 2 400.00
- 77. 71 Furniture 17 Ikea Bjursnas extendable table unit 2 395 790.00 18 Ikea Stornas table unit 4 529 2116.00 19 Ikea Norraker Chair unit 18 200 3600.00 Total 171921.00 Civil & Structural Item Description Unit Unit Price Quantity Amount (RM) Sub-structure Excavation 1 Machine excavation remove top soil m2 300 5 1500.00 2 Excavation on trench to receive raft foundation m3 78 30 2340.00 Foundation 3 Precast reinfored concrete (grade 45) raft m3 20 75 1500.00 4 Foundation mild steel high tensile to raft foundation trench kg 2 2000 4000.00 5 Reinforced concrete (grade 25) in substructural works m3 35 300 10500.00 Super-structure 6 Structural steel column kg 300 30 9000.00 7 Structural steel beam kg 300 30 9000.00 8 Corrugated metal decking m2 160 24 3840.00 9 Aluminium hollow section for solar panel mounting kg 40 28 1120.00 10 Tensile structure m2 32 12 384.00 Total 43184.00
- 78. 72 Mechanical & Electrical Item Description Unit Unit Price Quantity Amount (RM) Air Conditioning System 1 Panasonic ductless wall mounted split unit unit 1100 5 5500.00 2 Daikin cassette type air conditioning unit unit 1890 2 3780.00 3 Mitsubishi outdoor condenser unit unit 800 7 5600.00 Electrical System Light Fixtures 4 Oshram LED Wall Mounted Ceiling Light unit 200 51 10200.00 5 Oshram LED Substitube Advance Lamp unit 270 12 3240.00 6 Brighstar S050/4 Satin Chrome Spotlight unit 98 18 1764.00 7 ThreeC® Waterproof LED Lighting Buried Ground Lights unit 78 13 1014.00 Plugpoints 8 1 gang 10 amp one way switch unit 25 2 50.00 9 2 gang 10 amp one way switch unit 25 5 125.00 10 3 gang 10 amp one way switch unit 25 2 50.00 11 4 gang 10 amp one way switch unit 25 1 25.00 12 1 gang 13 amp switch socket outlet unit 30 2 60.00 13 2 gang 13 amp switch socket outlet unit 30 7 210.00 Drainage System 14 Austin aluminium rectangular rainwater downspout unit 80 19 1520.00 15 300MM height parapet wall with secondary scupper m 20 135 2700.00 Rainwater Harvesting System 16 Poly-Mart 100 Gallon Water Tank unit 1000 2 2000.00 17 Rainwater Pre- Tank Filter unit 200 2 400.00 18 Austin aluminium rectangular rainwater downspout unit 80 19 1520.00
- 79. 73 Solar Energy System 19 Solar Panel unit 2000 26 52000.00 Total 91758.00 Landscape Item Description Unit Unit Price Quantity Amount (RM) Softscape 1 Acacia unit 300 6 1800.00 2 Green bamboo unit 130 11 1430.00 3 Topiary box wood unit 120 8 960.00 4 Hedge unit 80 25 2000.00 5 Bloody Cranesbill unit 80 20 1600.00 6 Silt soil unit 5 50 250.00 Hardscape 7 Wooden flooring unit 30 450 13500.00 8 Pouf unit 300 6 1800.00 9 Parasol unit 250 10 2500.00 10 Outdoor Bjursnas bench unit 450 2 900.00 11 Outdoor Bjursnas lounge chair unit 300 2 600.00 12 Outdoor Bjursnas garden chair unit 150 14 2100.00 13 Swings unit 1200 1 1200.00 14 Stepping stone unit 60 5 300.00 Total 30940.00
- 80. 74 Labour Item Description Days Rate/day Quantity Amount (RM) 1 Carpenter 30 80 4 9600.00 2 General worker 45 80 8 28800.00 3 Electrician 5 80 4 1600.00 4 Skilled worker 15 110 5 8250.00 5 Rain water harvesting installer 2 110 3 660.00 6 Plant and equipment operator 30 110 3 9900.00 Total 58810.00 Construction Cost Item Description Amount (RM) 1 Architectural 171921.00 2 Civil and Structural 43184.00 3 Mechanical and Electrical 91758.00 4 Landscape 30940.00 5 Labour 58810.00 Total 396613.00 Other Cost Item Description Percentage (%) Construction cost Amount (RM) 1 Authority cost 3 396613.00 11898.39 2 Preliminary cost 5 396613.00 19830.65 3 Goods and service tax 6 396613.00 23796.78 4 Material wastage 10 396613.00 39661.30 Total 95187.12
- 81. 75 Consultation Fee Item Description Percentage (%) Construction cost Amount (RM) 1 Architect 5 396613.00 19830.65 2 Civil & Structural Engineer 2.5 396613.00 9915.325 3 Mechanical & Electrical Engineer 2 396613.00 7932.26 4 Quantity Surveyor 1.5 396613.00 5949.195 5 Landscape Architect 0.8 396613.00 3172.904 Total 46800.334 Total Project Cost Item Description Amount (RM) 1 Construction cost 396613.00 2 Other cost 95187.12 3 Consultation Cost 46800.334 Total 538600.45
- 82. 76 Total Construction Cost Architectural Civil and Structural Mechanical and Electrical Landscape Labour After all the consideration and calculation of the construction cost, hereby the total construction cost for container exhibition at Taylor’s University car park is RM396613.00. The price mentioned is excluding the cost and rental of the land as the proposed site is owned by the client himself which is Taylor’s University Lakeside Campus. Architectural Civil and Structural Mechanical and Electrical Landscape Labour Authority cost Preliminary cost Goods and service tax Material Wastage Consultation Fee 0 50000 100000 150000 200000 Total Project Cost The bar chart on the side shows the cost of each categories and difference in terms of cost architectural is the highest among the other categories. The container itself contributed to most of the budget, which is also the main structure of the construction, the second goes to the mechanical and engineering part which solar panels are incorporated into the energy system for the project to achieve building self-sustainability, contributed big part to M&E. The third highest is the labour costing which all the installation required high rate skilled workers.
- 83. 77 5.4 Recyclable Products Value Item Description Unit Unit Price Quantity Amount (RM) 1 20ft Container unit 3900 2 7800.00 2 40ft Container unit 5200 9 46800.00 3 Structural steel column kg 300 30 9000.00 4 Structural steel beam kg 300 30 9000.00 5 Lysaght wall fitted white aluminium panels m2 40 350 14000.00 86600.00 Percentage of recyclable products value = Construction cost / Recyclable Product Value x 100% = (RM 86600 / RM 396613) x 100% = 22%
- 85. 78 6.0 Project Management 6.1 Success Criteria 6.1.1 Efficiency and Quality Control Planning Project Control and Management 1. Time - Project duration - Schedule planning - Work coordination 3. Cost - Project budget - Material selection and costing - Labour and resources planning 2. Scope - Consultants jobscope - Meeting on work progression - WBS is applied to breakdown jobscope for each
- 86. 79 1. Time 2. Scope The project is subject to be completed within a time frame of 6 months including design proposal to construction phase starting from April 2017. The requirements to be followed in order to ensure the schedule is on track, Materials selection like reusable and modular components that can be gotten easily to reduce time spent on constructing from scratch. Schedule planning of every work phase to be done ahead to ensure a smooth check on work progression. Progression of work to be tracked constantly so to be done within timeframe given and coordination between consultations to be assisted by PM. All consultants to work following the schedule planned or to work ahead of time given to reduce as much time as possible in every phase of work. This project require a well management and coordination of the team. Each consultants is given their tasks to be completed at each phase of the project. The project progression and scope need to strictly follow the Gantt chart schedule and work breakdown structure. WBS is used to make sure all scopes are well covered at each phase of work. Completion of each task is set to be following Pert chart and Gantt chart and WBS for better control and cross checking of work progress/delay so as it follows the timeline given. Progress of work to be followed and monitored throughout the project to prevent any delay of work. Meeting to be facilitated and organized among the team members to keep all the consultants updated on the project progress and issues. 3. Cost The overall budget given by client is to be set within RM500, 000 for pavilion construction and RM100, 000 for consultant fees. Cost of fees, materials and labor to be controlled and managed during the project progression and to be discussed with client from time to time. Material selection to base on durability, costing, quality and reusability to reduce costs. Material type and costing to be discussed with client at all time and should be beneficial in long term as adviced by consultants. Optimal usage of materials and spending on labor to control budget. Materials usage is well organized and planned ahead to prevent unnecessary wastage.
- 87. 80 6.2 Work Breakdown Structure 6.2.1 Phase Orientated Project : Pavilion Schematic Design Site analysis - Site visit - Site survey - Site documentation - SWOT analysis - Case study Conceptual design - Design requirement briefing - Preliminary design proposal - Building structure proposal -- Building energy proposal - Building services proposal - Schematic landscape design - Schematic interior design -Project budget and costing Design Development Design - Material selection - Quantity control and management - Detailed building plan drawings - Detailed structural drawings - Detailed landscape layout - Detailed interior layout Authority - Building plan submission - Bomba plan submission - Submission approval Documentation Tender - Tender documentation - Tender notice - Tender period - Results evaluation - Award of contract Financial - Preliminary estimation of construction costs - Resources planning - Project planning and implementation schedule Construction Temporary Work - Site planning and management - Temporary services supplies - Machineries Earthwork Building work Final Completion Handling over Certificate of Completion
- 88. 81 6.3 Pert Chart Phases of work Task Predecessor Duration (weeks) A Schematic Design - 2 B Design Development A 3 C Tender B 3 D Temporary work C 2 E Earthwork C 2 F Building work D,E 8 G Roadwork + drainage E 4 H M&E E,F 2 I Landscape G 4 J Completion + Handling over I,H 2
- 91. 83 7.0 Conclusion Project is expected to be completed by 10th October 2017 as per duration given, a total of 6 months. The time and jobscope were planned out precisely by using Pert chart and Gantt chart to keep every task on schedule. CCM meeting was held every week to check on work progression and update from each consultants to prevent delay of work and to discuss on issues that happened on and off site. Additional space to house architectural activities and event. The pavilion has become an alternative space for students to hold their final presentation or even exhibition of their design work without having to interrupt with the function of the original studio. Students are now allowed a more feasible and comfortable space to showcase their work to the public. Project costing control and management Every costing of materials and resources were sorted out and planned critically with the coordination and cooperation from all consultants to prevent wastage and to reduce the budget spent on unnecessary things. Besides, labor and resources were also well planned to prevent any off schedule event from happening while controlling the project costing within budget given by client.
- 93. Perunding Kos CYC Sdn. Bhd. 11-16 Bangunan Perdagangan D7, Jalan Sentul, 51000 Kuala Lumpur. Tel: 603- 7725 9789 Fax:cyc.qsurvey@look.com COP PENDAFTARAN JABATAN : NO SIRI : TAJUK PROJEK: TANDATANGAN PEMAJU : THIS DRAWING IS COPYRIGHT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. TAJUK LUKISAN : "Saya memperakui bahawa detail-detail dalan pelan-pelan ini adalah menurut kehendak-kehendak Undang-Undang Kecil Bangunan (Wilayah Persekutuan Kuala Lumpur) 1985 dan saya setuju terima tanggungjawab penuh dengan sewajarnya" ARKITEK: 0 WLLDrawnby : Checkedby : MAY2017Scale : Date : NO. LUKISAN: PINDAAN: Taylor's University, No.1, Jalan Taylor's, 47500 Subang Jaya, Selangor Darul Ehsan, Malaysia. Tel: 03-2282 5550 FAX: 03-2282 5551 21-B, Jalan Kenari 23, Jalan Puchong, Selangor, 47180, Malaysia. Tel: 6010 274 9781 E-mail: line_studio@gmail.com COP KELULUSAN / TANDATANGAN MAJLIS: PERAPI PERINTAH PEMBANGUNAN: .............................................. ARKITEK Ar. Lai Chi Mun No Pendaftaran LAM : A/N 190 CADANGAN PINDAAN KEPADA PELAN LULUS RUJUKAN JBPM/KL/BKK:700-2/1/3/0438(9) BERTARIKH 09 MAY 2017 BAGI PEMBANGUNAN GALERI 1 TINGKAT DI ATAS TEMPAT LETAK KERETA ZONE J, JALAN TAYLOR'S, 47500 SUBANG JAYA, SELANGOR DARUL EHSAN, MALAYSIA. UNTUK : TAYLOR'S UNIVERSITY LINE Studio Sdn. Bhd. Turenscape Landscape Architect No.24, PKL 7A, Petaling Jaya, Selangor 47150 Selangor Darul Ehsan Tel: 6017699 4922 Fax:turenscape@gmail.com Earthcare Sdn. Bhd. 11, Maxwell Street, Damansara Perdana, 50480 Kuala Lumpur, Wilayah Persekutuan. Tel: 603- 61562660 Fax:admin@earthcare.com Canelect Engineer Sdn. Bhd. No.9, Jalan Sunway, Bandar Sunway, 47150 Selangor Darul Ehsan. Tel: 6016 846 8457 Fax:ce.engineering@gmail.com A A B GROUND FLOOR PLAN SCALE 1:100 B 2 3 5 4 1 A B C D E
- 94. Perunding Kos CYC Sdn. Bhd. 11-16 Bangunan Perdagangan D7, Jalan Sentul, 51000 Kuala Lumpur. Tel: 603- 7725 9789 Fax:cyc.qsurvey@look.com COP PENDAFTARAN JABATAN : NO SIRI : TAJUK PROJEK: TANDATANGAN PEMAJU : THIS DRAWING IS COPYRIGHT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. TAJUK LUKISAN : "Saya memperakui bahawa detail-detail dalan pelan-pelan ini adalah menurut kehendak-kehendak Undang-Undang Kecil Bangunan (Wilayah Persekutuan Kuala Lumpur) 1985 dan saya setuju terima tanggungjawab penuh dengan sewajarnya" ARKITEK: 0 WLLDrawnby : Checkedby : MAY2017Scale : Date : NO. LUKISAN: PINDAAN: Taylor's University, No.1, Jalan Taylor's, 47500 Subang Jaya, Selangor Darul Ehsan, Malaysia. Tel: 03-2282 5550 FAX: 03-2282 5551 21-B, Jalan Kenari 23, Jalan Puchong, Selangor, 47180, Malaysia. Tel: 6010 274 9781 E-mail: line_studio@gmail.com COP KELULUSAN / TANDATANGAN MAJLIS: PERAPI PERINTAH PEMBANGUNAN: .............................................. ARKITEK Ar. Lai Chi Mun No Pendaftaran LAM : A/N 190 CADANGAN PINDAAN KEPADA PELAN LULUS RUJUKAN JBPM/KL/BKK:700-2/1/3/0438(9) BERTARIKH 09 MAY 2017 BAGI PEMBANGUNAN GALERI 1 TINGKAT DI ATAS TEMPAT LETAK KERETA ZONE J, JALAN TAYLOR'S, 47500 SUBANG JAYA, SELANGOR DARUL EHSAN, MALAYSIA. UNTUK : TAYLOR'S UNIVERSITY LINE Studio Sdn. Bhd. Turenscape Landscape Architect No.24, PKL 7A, Petaling Jaya, Selangor 47150 Selangor Darul Ehsan Tel: 6017699 4922 Fax:turenscape@gmail.com Earthcare Sdn. Bhd. 11, Maxwell Street, Damansara Perdana, 50480 Kuala Lumpur, Wilayah Persekutuan. Tel: 603- 61562660 Fax:admin@earthcare.com Canelect Engineer Sdn. Bhd. No.9, Jalan Sunway, Bandar Sunway, 47150 Selangor Darul Ehsan. Tel: 6016 846 8457 Fax:ce.engineering@gmail.com FRONT ELEVATION SCALE 1:100 BACK ELEVATION SCALE 1:100 1 2 3 54 1235 4
- 95. Perunding Kos CYC Sdn. Bhd. 11-16 Bangunan Perdagangan D7, Jalan Sentul, 51000 Kuala Lumpur. Tel: 603- 7725 9789 Fax:cyc.qsurvey@look.com COP PENDAFTARAN JABATAN : NO SIRI : TAJUK PROJEK: TANDATANGAN PEMAJU : THIS DRAWING IS COPYRIGHT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. TAJUK LUKISAN : "Saya memperakui bahawa detail-detail dalan pelan-pelan ini adalah menurut kehendak-kehendak Undang-Undang Kecil Bangunan (Wilayah Persekutuan Kuala Lumpur) 1985 dan saya setuju terima tanggungjawab penuh dengan sewajarnya" ARKITEK: 0 WLLDrawnby : Checkedby : MAY2017Scale : Date : NO. LUKISAN: PINDAAN: Taylor's University, No.1, Jalan Taylor's, 47500 Subang Jaya, Selangor Darul Ehsan, Malaysia. Tel: 03-2282 5550 FAX: 03-2282 5551 21-B, Jalan Kenari 23, Jalan Puchong, Selangor, 47180, Malaysia. Tel: 6010 274 9781 E-mail: line_studio@gmail.com COP KELULUSAN / TANDATANGAN MAJLIS: PERAPI PERINTAH PEMBANGUNAN: .............................................. ARKITEK Ar. Lai Chi Mun No Pendaftaran LAM : A/N 190 CADANGAN PINDAAN KEPADA PELAN LULUS RUJUKAN JBPM/KL/BKK:700-2/1/3/0438(9) BERTARIKH 09 MAY 2017 BAGI PEMBANGUNAN GALERI 1 TINGKAT DI ATAS TEMPAT LETAK KERETA ZONE J, JALAN TAYLOR'S, 47500 SUBANG JAYA, SELANGOR DARUL EHSAN, MALAYSIA. UNTUK : TAYLOR'S UNIVERSITY LINE Studio Sdn. Bhd. Turenscape Landscape Architect No.24, PKL 7A, Petaling Jaya, Selangor 47150 Selangor Darul Ehsan Tel: 6017699 4922 Fax:turenscape@gmail.com Earthcare Sdn. Bhd. 11, Maxwell Street, Damansara Perdana, 50480 Kuala Lumpur, Wilayah Persekutuan. Tel: 603- 61562660 Fax:admin@earthcare.com Canelect Engineer Sdn. Bhd. No.9, Jalan Sunway, Bandar Sunway, 47150 Selangor Darul Ehsan. Tel: 6016 846 8457 Fax:ce.engineering@gmail.com RIGHT ELEVATION SCALE 1:100 LEFT ELEVATION SCALE 1:100 A B C D E ABCDE
- 96. Perunding Kos CYC Sdn. Bhd. 11-16 Bangunan Perdagangan D7, Jalan Sentul, 51000 Kuala Lumpur. Tel: 603- 7725 9789 Fax:cyc.qsurvey@look.com COP PENDAFTARAN JABATAN : NO SIRI : TAJUK PROJEK: TANDATANGAN PEMAJU : THIS DRAWING IS COPYRIGHT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. TAJUK LUKISAN : "Saya memperakui bahawa detail-detail dalan pelan-pelan ini adalah menurut kehendak-kehendak Undang-Undang Kecil Bangunan (Wilayah Persekutuan Kuala Lumpur) 1985 dan saya setuju terima tanggungjawab penuh dengan sewajarnya" ARKITEK: 0 WLLDrawnby : Checkedby : MAY2017Scale : Date : NO. LUKISAN: PINDAAN: Taylor's University, No.1, Jalan Taylor's, 47500 Subang Jaya, Selangor Darul Ehsan, Malaysia. Tel: 03-2282 5550 FAX: 03-2282 5551 21-B, Jalan Kenari 23, Jalan Puchong, Selangor, 47180, Malaysia. Tel: 6010 274 9781 E-mail: line_studio@gmail.com COP KELULUSAN / TANDATANGAN MAJLIS: PERAPI PERINTAH PEMBANGUNAN: .............................................. ARKITEK Ar. Lai Chi Mun No Pendaftaran LAM : A/N 190 CADANGAN PINDAAN KEPADA PELAN LULUS RUJUKAN JBPM/KL/BKK:700-2/1/3/0438(9) BERTARIKH 09 MAY 2017 BAGI PEMBANGUNAN GALERI 1 TINGKAT DI ATAS TEMPAT LETAK KERETA ZONE J, JALAN TAYLOR'S, 47500 SUBANG JAYA, SELANGOR DARUL EHSAN, MALAYSIA. UNTUK : TAYLOR'S UNIVERSITY LINE Studio Sdn. Bhd. Turenscape Landscape Architect No.24, PKL 7A, Petaling Jaya, Selangor 47150 Selangor Darul Ehsan Tel: 6017699 4922 Fax:turenscape@gmail.com Earthcare Sdn. Bhd. 11, Maxwell Street, Damansara Perdana, 50480 Kuala Lumpur, Wilayah Persekutuan. Tel: 603- 61562660 Fax:admin@earthcare.com Canelect Engineer Sdn. Bhd. No.9, Jalan Sunway, Bandar Sunway, 47150 Selangor Darul Ehsan. Tel: 6016 846 8457 Fax:ce.engineering@gmail.com SECTION A-A SCALE 1:100 SECTION B-B SCALE 1:100 1 2 3 54 A B C D E