Architecture Portfolio
MAEDEH PARSI
SEPTEMBER 2022
ABOUT ME
I started to paint when I was 3 years old, as painting was a tool for me to connect to the world of imagination and creativity anytime. Later in life, in 2021, one of my paintings got nominated as one of the best paintings of the Decade in my home country.
I believe art can communicate the complicated and has the power to connect people together. Humanity, integrity, and peace are my values and I know myself morally responsible towards other people, before anything else in this world. I love to work with people and my ability to communicate with people and be an effective influencer, has always made me different, whether at the workplace or in life in general.
As a painter and architect, I have this dream to have a positive impact on people’s lives and emotions by creating unique pleasant spaces and artworks in society.
TABLE OF CONTENTS
UNIVERSITY PROJECTS, RECOGNISED AS BEST DESIGNS
REVIT DOCUMENATIONS
01 09
GLOW LAND
PROJECT DESCRIPTION
We are reusing the Garden Island, for designing a sustainable removable and movable structure. Glow plants, as starts at night, create a temporary special environment at night by lightening the space without electricity usage and in a sustainable way. In the morning the triangular glasses on the roof create temporary shades with cosmological shapes on the floor as well. The program also changes with the change of seasons and invites people to appreciate each season’s features and specific native plants. Glow land brings the SA community together in a sustainable space and engages them with landscape and nature that aims to improve the environment quality, diminish the negative impacts of climate change on our society, improve public knowledge about native plants and native medicinal plants and improve physical and mental wellbeing in different ways. Glow land provides multiple opportunities for creating positive human interventions in nature, through bringing the landscape in the heart of the ocean and inviting people to plant and garden in the outdoor landscape. This wooden floating structure consists of 4 sections which are connected to each other by wooden paths over the ocean. This sustainable environment and its programs welcome all people from SA, especially students, local farmers, and Garden Island community people. Approximately 150 people can be placed in.
My design changes through seasons and in the night. Change of seasons and existence of day and night are cosmological phenomenons. These astronomical phenomenons underpin my conceptual design.
Since this structure retrieves its main identity at the darkness of the night when the glowing plants start glowing as starts in the sky, my design has a cosmological concept. In the morning the triangular glasses on the roof create temporary shades with cosmological shapes on the floor as well. The triangular shapes on the dome are derived from the triangular shapes in the constellations.
01
Seasonal Plant Library
Seasonal Festival Center
Seasonal Community Market
Seasonal Plant Library
Seasonal Festival Center
Seasonal Community Market
SUSTAINABILITY STREET
PROJECT DESCRIPTION
As we know, climate change has become a critical worldwide issue, which governments all around the world are trying to satisfy people with improving the sustainability factor in many things as much as possible. In all the design projects clients’ comfort and peace of mind is the priority for the designers. This design project is not only cost-effective, but also promotes Union Street in a way that it becomes more sustainable and environmentally friendly, providing people with more comfort and peace of mind while making it a safe and comfortable place. This street responds to peoples’ comfort by its suitable street furnitures, while providing people with shade and fresh air under its beautiful tall trees all over the street. As mentioned before, this project gives a lot of value to the environment, habitat by providing the street with trees, birdhouses and benches including beautiful planters beside them.
04
05
06
GROWING SOUL
PROJECT DESCRIPTION
This group environment project’s goal was to improve the environmental quality of Bowen Street located in Adelaide CBD. Our team designed big shadings facilitated by solar panels, misting fans and rain water collection pipes. Based on our site thermal analysis done by envimet software, we increased the vegetaion on site by adding more trees and some green roofs on top of the surrounding buildings. We also changed the asphalt surfaces to concrete and grass. Then, we calculated the amount of water required on site and the amount of underground rain water collection tanks, based on our thermal analysis done by envi-met software.
07
Environment III Assignment 3 Aleksandra Kuczek a1709280 Shirley Ong a1762123 Maedeh Parsiesfahani a1750850 Xin Zhou a1760275 Goi Kimisopa a1753993 Opportunities and Solution Analysis Necessary Problem 1 - High temperatures The warmest part of the site down south reaches high teperature of 40.3°C, as lacks shading and only has very minimal foliage. Problem 2 - High wind speed in winter High speed wind can be unfavourable as lowers the sensible temperature. During winter strong winds are coming into the site from the northwest corner. Problem 3 - High wind speed in summer Highest wind speed between 2-4pm which can decrease sensible temperature. Problem 4 Activity Most common activity happening on site is on the concrete footpath beside the bus terminal. This could be due to the reasonably sufficient number of existing trees there, but the ground surface made of concrete and asphalt are contributing to the surrounding heat. 10am 12pm 2pm 4pm 6pm 8pm BEFORE Summer Simulation Analysis Shown here are Envi_met simulations of the site from various hours throughout summer months. The potential air temperature ranges from 27.4°C to 40.3°C. The warmest time of the day at the site happens at 4pm, where majority of vehicle and foot traffic happens down south of site. The warmest part of the site also has no shading and very minimal foliage. The coolest ground area on site is at 10am up north of site where the landscape is occupied by more trees. Trees assist in cooling down air temperature through process called transpiration. The buildings are cooler than the surrounding site ground area as buildings roof surfaces (which are mainly constructed with concrete and roof tiles) are a cooler material than the site ground surface (mainly asphalt), which is relatively not suitable cooling material. 10am 12pm 2pm 4pm 6pm 8pm 10am 12pm 2pm 4pm 6pm 8pm Summer Shading Analysis Winter Shading Analysis At PM in summer, site area of shadow coverage about 12% Approximately similar shadow coverage in comparison to 12 PM can be observed. Most of the main road under sunlight. At PM in summer, site area of shadow coverage about 20% little more shadow distribution comparison with 2PM can be observed. Eastern parts the tall buildings start to have shadows. Most of the main road is still under sunlight. At PM in summer, site area of shadow coverage is about 60% Large increase of shadow coverage can be observed, especially eastern sides of the tall buildings. Some parts of the main road under sunlight. At PM in summer, site area of shadow coverage is about 100% some little time after sunset and the sun has mostly gone down, but is not completely dark. At 10 AM summer, site area of shadow coverage about 25% Most this shadow coverage can be observed on the western side of the rite side buildings. At 12 PM summer, site area of shadow coverage about 10%. Less shadow coverage can be observed in comparison with 10 AM. Most of the main road is under sunlight. At 10 AM in winter, site area of shadow coverage about 33% Most of the shadow coverage is for the west side of the tall buildings, which makes that area a bit colder. At 12 PM in winter, site area of shadow coverage about 27% Most of the shadow coverage for the south parts of the buildings. Most part of the middle road under sunlight. At PM in winter, site area of shadow coverage about 25% Approximately similar shadow distribution at PM, in comparison with shadow coverage at 12 PM can be observed. Eastern side of the tall buildings start to have shade. Most part of the middle road is still under sunlight. At PM in winter, site area of shadow coverage is about 55%. Noticeable increase in the shadow coverage, especially eastern parts of the tall buildings. Little part of the main road is under sunlight. At PM winter, site area of shadow coverage is 100% The sun has mostly gone down, but is not completely dark. It is some little time after sunset. At PM winter, site area of shadow coverage is 100% Then sun has totally gone down and the temperature is noticeably lower that the day temperature at other times of the day. 10am 12pm 2pm 4pm 6pm 8pm 12pm 2pm 4pm 6pm 8pm AFTER Summer Simulation Analysis Shown here are Envi_met simulations of the site from various hours throughout summer months after design changes were added. The potential air temperature ranges from 27.1°C to 40.3°C. The coolest areas as shown in the simulation are the buildings. At 10am when sun is the weakest, the roof surfaces which are mainly constructed with concrete and roof tiles are the coolest materials on site that contribute most to the mitigation of urban microclimate. The warmest part of the site is towards the south at 4pm, where the main road is mostly covered in asphalt. The warmest part of the site also has no shading and very minimal foliage. Comparing simulations from before and after: At 4pm (hottest time of the day), in the middle of the site where more trees, shading and water jet fountain were added, the surrounding air temperature has decreased from 37°C to 36.2°C (0.8°C decrease) which is good sign for mitigation of urban microclimate. A decrease in air temperature at the deisgned area is also observed for all times throughout the day. AFTER Winter Simulation Analysis Shown here are Envi_met simulations of the site from various hours throughout winter months after design changes were added. The potential air temperature ranges from 10.2°C to 15.6°C. At 10am, the coolest area is in the middle of site where most design changes were added (trees, shading and water jet fountain). At 4pm, the hottest area is towards the northwest of site’s boundaries. Comparing simulations from before and after: At all times throughout the day, the designed area is about 1°C cooler than before. The huge difference may be due to the weaker sun in winter causing the designed area to have shown its maximum efficiency in urban cooling, since there is a lesser temperature influence from the surrounding buildings which absorb/reflect heat. Solution 3 - Surface Water In dry climates like Adelaide, surface water can use ambient heat for evaporation, thus cooling the air temperature. Passive direct evaporative cooling can occur in outdoor space with the aid of natural wind flow, which is why we have designed the downdraft cooling system (10 water jet foutains) in the middle of site. It can lead to ambient temperature reduction of 3-8˚C when relative humidity is less than 50%. Solution 1 Green Roofing Green roofs help reduce the urban heat island effect by covering conventional dark roofing surfaces with vegetation which absorbs less heat, but they also use solar radiation to evaporate water from the growing media and transpire moisture from the plants. This process of evapotranspiration lowers the temperature on the roof by using heat from the air to evaporate water. Solution 1.2 Shading Our light-coloured shading devices with fractal figures to allow light penetration is designed with the integration of vegetation. The supporting structure is made of steel. There are two types of the shading devices one with an additional misting fan. The type 1 shading device with misting fans are made sure to be mixed with shading to increase cooling efficiency in dry climate like Adelaide. We have also added a car shade sail at the rooftop carpark (southeast of site plan) to help with temporary coolSolution 2 Additional Vegetation Summer days in Adelaide usually feature high solar radiation intensity and UV level. Thus, we have increased the tree canopy since there was lack of canopy cover on site. Increasing tree canopy means reducing the exposure of urban surfaces to solar radiation. can contribute to the reduction of surface temperature and UHI. Solution 4 Change of ground surfaces Asphalt in the middle of site has been changed to concrete with a lighter pigments since light concrete has a 15% higher reflectance than asphalt and can better radiate away urban heat, hence a more suitable material for public spaces. The original concrete patch on its right has been changed ito grass surface. The surface temperature of well-irrigated grassed areas can be up to 15°C cooler than surrounding paved areas under full solar radiation in summer. ESTIMATE DAILY CONSUMPTION Use L/plant/application No. trees Applications/week L/day No. of weeks Total use/year Plants Plant-A: Spotted Gum 225 22 0.5 354 24 59400 Plant-B: Common Hackberry 225 0.5 96 24 16200 Plant-C: Little Ghost Gum 225 257 24 43200 Plant-D: Gungurru or Silver Princess 225 257 24 43200 L/application/m2 Area (m2) Applications/week No. of weeks Grass: Buffalo Grass 20 780 2229 24 374400 Grass: Pennslvania Sedge 15 800 1714 12 144000 L/plant/application No. heads Applications/hour L/day No. of weeks Super Tree: Misting Fan 225 28 4500 12 378000 Water Fountain 225 10 1607 24 270000 TOTAL 3193 1184400 Water demand L/day 3245 12 weeks of summer/year RAINWATER TANK SIZING Roof Area 700 sqm Number of Tanks 10 Tank Capacity 10 Annual Water Saving 935 Potential Average 100% Actual Average 70.2% Water Consumption Analysis Water as an urban cooling strategy has many advantages. Water cooling strategies can decrease not only surface but also ambient temperatures. Within the scope of this urban landscape design water cooling technologies come into play with the implementation of misting fans, water fountains and increased vegetation. Water consumption within the site is a total of 3,639 litres per day. To meets the daily water demands of the site five 10 kilolitre industrial tanks will be planted within the site. The tank will be fed water from the super tree catchment area of 700 m2. From this the water will then be passed to the misting fans which need 4500 litre per day. As they will be running for a period of 5 hour per day within 12 weeks of summer in a year. As the misting will consumer large amounts of water during the summer periods. The second largest consumer of water within the site will be the social feature of the playscape, the water fountains. The water fountains feature will consume 1,607 litres per day all year around. Lastly vegetation on the site will consume 1,864 litres of water per day. This amount accounts for the 32 trees and the grass within the site for maintenance and the longevity of planet life. Electrical Appliance ELECTRICAL LOAD CHART Wattage Hours/day Watt Hours/Day Ambient Lights: 9 12 370 220 300 24 Misting Fans: Ozmist (OZ55ci) Water Fountains Pump Other uses Total Daily Requirement in Watt Daily power requirement (kWh) 10.258 10258 7200 108 1850 1100 PV SOLAR PANEL Panel Brand Output per Panel Number Panels Panel Length Panel Width Benefits/Cost Ratio Trina Solar 235w 10 10 843 3.64 Electrical Consumption Analysis Electrical consumption on the site is attributed to three components, and the components are as follows; firstly, Ambient lighting. Secondly misting fans pump and Water fountain pump. Within the scope of this urban landscape design electrical consideration is will be given the 16 LED 9 watts lights. Which will operate for 12 hours per day, this will be from 6pm to 6am. LED lights are highly energy efficient. LED lighting technologies use at least 75% less energ and have 25% longer lifespan. Additional electrical considerations have been put in place for the misting fan’s pump, the Oz mist pump model OZ55ci. The OZ55ci pump has a capacity of handling 55 nozzles for an outdoor misting fan system. will cater to the 28 nozzles found within the site to push water through the nozzle during its operating period. Finally, electrical consideration where put in place for the operation of the water fountain. The Pond Pump Mako 6000 psi, will operate the flow of water for the outdoor water fountains, which contains ten water heads. The high psi from is pump will allow for the fast flow of water through the water heads creating cascading effect. In summary electrical consumption in total within the new design parameters will be total of 10.258kWh, which will be cater to by ten solar panels will an output 235 watts per panel. To create a self-sufficient site, 10 Trina Solar panels with an output of 390-410 w will be implemented on site. Site Condition Before 20,064 4,532 5,000 10,000 15,000 20,000 25,000 Storm Water: Rainfall Spotted Gum Common Hackberry Air Quality: removal air pollutants 500 1,500 2,000 2,500 Spotted Gum Common Hackberry Carbon Dioxide reduce atmospheric carbon dioxide Total Rainwater Intercetion: 33,776 litres Total Stormwater Runoff: 7,634 litres Total Removal Air Pollutants: 6.4kg Total Reduction of Atmospheric Carbon Dioxide: 3,000kg Site Condition After SpottedGum CommonHackberry air pollutants Total Rainwater Intercetion: 40,708 litres Total Stormwater Runoff: 9,202 litres Total Removal Air Pollutants: 7.6kg Total Reduction of Atmospheric Carbon Dioxide: 3,968kg Plant Palette Spotted Gum (Corymbia maculate) Height: 20m Canopy: 10m Little Ghost Gum (Eucalyptus victrix 'Little Ghost Gum') Height: 6m Canopy: 4m Common Hackberry (Celtis Occidentalis) Height: 25m Canopy: 10m Gungurru or Silver Princess (Eucalyptus caesia) Height: 10m Canopy: 8m Buffalo Grass Height: 0.065m Pennsylvania Sedge Height: 0.5m EQUIPMENT SPECIFICATIONS Equiment Name Specifications Quantity Image Mist Nozzles 600-1000 PSI Brass Stainless. Three-piece nozzle with brass body and stainless-steel orifice and a stainless-steel cylinder within the nozzle 28 nozzles. 2 Super Trees 14 nozzles per Super tree Cascade Nozzle: CAS-150 Material: Machined brass Finish: Natural brass 1O cascade Nozzles Misting Fan Pump: OZ55ci 55 max nozzle capacity 3litres/min .37watt 1 pump Water Fountain Pump: Pond Pump Mako 6000 220watts Flow 5800 L/h Max Head 4.1m 10m Cable Water Feature 1 pump Water Consumption Calculations Misting Fans Two Super trees Each tree has 14 “outlets”/ Nozzles Total nozzles 14 = 28 nozzles 1.5 gallons per hour per nozzles for misting fans 1.5 gallons 5.67812 5.7 litres per nozzles Misting fans operating during summer periods 12 weeks ∴ within the 12 wks, operating during the hottest part of the day within a 5hr span 5.7l x 28 = 28.5l 28 nozzles 28.5l 798ls total ∴ largest size plant container box Fountain Heads: 10 cascade fountain heads average about five gallons to fill them up and need to be topped off about twice week. This water loss comes almost entirely from evaporation Approximately within the 24 wks, operating during the hottest part of the day within 5hr span gallons 18.9271 19 litres 10 heads 19l 190 litres total ∴ largest size plant container box VEGETATION Chosen green roof vegetation mix inorganic (mineral) and organic components i.e. sand, ark, crushed bricks etc. DRAINAGE LAYER Allows water to drain through from the roof and into guttering and downpipes PROTECTION LAYER Either root barrier to protect vegetation protection mat to prevent damage to the waterproof membrane water tight layer to protect the rest the roofing STRUCTURAL SUPPORT Green layers attached to the rest of the roofing Green Roof Construction Spotted Gum Common Hackberry Little Ghost Gum Gungurru or Silver Princess Corymbia maculata Celtis Occidentalis Eucalyptus victrix ‘Little Ghost Gum’ Eucalyptus caesia Spotted Gum will intercept total of 912 liters of rainfall and help avoid 206 liters of stormwater runoff. 15-20m 8- 10m 5-10m 3-4m 3-8m 11-25m 5-6m 4-10m Northern Hackberry will intercept a total of 6,856ters of rainfall and help avoid 1,551 liters of stormwater runoff. Ghost Gum will intercept total of 912 liters of rainfall and help avoid 206 liters of stormwater runoff. Gungurru will intercept total of 821 liters of rainfall and help avoid 186 liters of stormwater runoff. The estimated total removal 0.1 kilograms of air pollutants Gungurru will reduce atmospheric carbon dioxide (CO2) by a total amount of 110 kilograms. Gungurru will intercept total of 3,284 liters of rainfall and help avoid 744 liters of stormwater runoff The estimated total removal 0.4 kilograms of air pollutants Gungurru will reduce atmospheric carbon dioxide (CO2) by total amount of 440 kilograms. The estimated total removal is 1 kilograms of air pollutants The estimated total removal is 0.2 kilograms of air pollutants Ghost Gum will reduce atmospheric carbon dioxide (CO2) by a total amount of 132 kilograms. Ghost Gum will intercept total of 3,648 liters of rainfall and help avoid 824 liters of stormwater runoff. The estimated total removal 0.8 kilograms of air pollutants Ghost Gum will reduce atmospheric carbon dioxide (CO2) by total amount of 528 kilograms. Northern Hackberry will reduce atmospheric carbon dioxide (CO2) by total amount of 48 kilograms. Northern Hackberry will intercept a total of 13,712 liters of rainfall and help avoid 3,102 liters of stormwater runoff. The estimated total removal kilograms of air pollutants Northern Hackberry will reduce atmospheric carbon dioxide (CO2) by total amount of 96 kilograms. The estimated total removal is 0.2 kilograms of air pollutants Spotted gum will reduce atmospheric carbon dioxide (CO2) by a total amount of 132 kilograms. 22 The estimated total removal 4.4 kilograms of air pollutants Spotted gum will reduce atmospheric carbon dioxide (CO2) by total amount of 2,904 kilograms. Spotted Gum will intercept total of 20,064 litres of rainfall and help avoid 4,532 liters of stormwater runoff. Height Rang Tree Name Canopy Rang Air Quality Carbon Dioxide No. of Trees on site Stormwater Air Quality Carbon Dioxide Stormwater (10yr Period) (10yr Period) (10yr Period) (Meters) (Meters) TREES BENEFITS 12pm 2pm 4pm 6pm 8pm BEFORE Winter Simulation Analysis Shown here are Envi_met simulations of the site from various hours throughout winter months. The potential air temperature ranges from 11.3°C to 15.6°C. At 10am majority of the site’s air temperature sits close to 11.5°C, which is due to the lack of warmth from the sun during a winter morning. However, the area between bus terminal and Conservation SA is reaching 11.8°C, a little higher than the surrounding, due to the steel material used for building surfaces. At 4pm the site is at its warmest, reaching 15.6°C in surrounding buildings and the area boundaries. This due to position of winter sun being at an optimum angle the sky. SHADING Light-coloured shading devices with fractal figures to increase light penetration AMBIENT LIGHTINGS LED lights powered by solar energy SOLAR PANEL Integrated PV panels VEGETATION Pergola covered in Pennslyvania sedge SEATING Round seating area at bottom of design MISTING FANS Integrated misting fans pointing to pedestrians powered by solar energy RAINWATER CATCHMENT LED lights powered by solar energy TYPE Solar panel x Ambient lights x Vegetation x Rainwater collection x Misting fan TYPE 2 Solar panel x Ambient lights x Vegetation x Rainwater collection 8.8m (width) 10m (height) 13m (width) 15.8m (height) Isometric Tree Diagram Subby Underground ank
GROWING SOUL
RAINWATER TANK RAINWATER TANK RAINWATER TANK 0m 10m 20m 30m SCALE 1:500 N WATER JET FOUNTAINS ADDITIONAL TREES SILVER PRINCESS LITTLE GHOST GUM ASPHALT TO CONCRETE EXTENSIVE GREEN ROOF CONCRETE TO GRASS ROOFTOP CAR SHADE SAIL ARTIFICIAL TREE SHADING DEVICE INCREASED PUBLIC SEATINGS SCALE 1:100 SECTION 1 2 3 4 2 1 3 4
THE BRIDGE
PROJECT DESCRIPTION
In this project we were asked to prepare the revit model and the documentations of a bridge located in the North Terrace Campus of the Adelaide University, connecting the State Library of South Australia to National Archives of Australia’s building.
We had to prepare construction details and structure analysis based on our assumptions achieved through our visual observations.
REVIT DOCUMENTATIONS
X 250 SHS COLUMN FIXED TO GROUND BY REINFORCED FOOTING
HANDRAIL BOLTED TO PFC BELOW (DIAMETER 50 MM)
1 5 1 6 2 6 A B 1 2 1210 1389 250 6650 250 1701 11450 5850
250
20 MM GLASS SUPPORTED BY STEEL PLATE BELOW PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 20 10 0 10 20 30 40 50 60 70 80 90 100mm
III 2020 8/05/2020 4:45:38 PM 1 50 D:\sem5\cons3\con 3-assignment 2b\SUBMISSION\A1750850_Maedeh Parsiesfahani_detail study.rvt Project Name MAEDEH PARSIESFAHANI A1750850 FLOOR PLAN 2 1 : 50 FLOOR PLAN 1 10
STEEL
CONSTRUCTION
GLASS WALLS (20 MM THICK) SUPPORTED STEEL PLATE BELOW
STEEL HANDRAIL BOLTED TO PFC BELOW
Ground Level 0 Level 2 2200 ROOF 6400 Bridge Floor 3040 1 5 A B 20 MM ALUMINIUM THICK PLATE
250 X 250 MM SHS COLUMN FIXED TO THE GROUND
REINFORCED FOOTING 1692 1692 1692 1692 1692 1662 1200 840 2720 772 4332 11440 PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 20 10 0 10 20 30 40 50 60 70 80 90 100mm CONSTRUCTION III 2020 8/05/2020 4:46:17 PM 1 50 D:\sem5\cons3\con 3-assignment 2b\SUBMISSION\A1750850_Maedeh Parsiesfahani_detail study.rvt Project Name MAEDEH PARSIESFAHANI A1750850 NORTH ELEVATION 4 1 : 50 NORTH ELEVATION 1 11
BY
12 Ground Level 0 Level 2 2200 ROOF 6400 Bridge Floor 3040 SUSPENDED CEILING STEEL HANDRAIL (50 MM DIAMETER) BOLTED TO PFC BELOW METAL DECK SCREWED TO UNIVERSAL BEAM 20 MM ALUMINIUM CLADDING SCREW PURLINE SCREWED TO U-BEAMS UNIVERSAL BEAM 20 MM ALUMINIUM THICK PLATE LAMINATE C CHANNEL C380 X 74 FIXED TO U-BEAM BY SCREWS PURLINE SCREW CONNECTION PLATE WELDED TO COLUMN GYPROCK SCREW PLAIN TEE 250 X 250 SHS COLUMN FIXED TO GROUND BY REINFORCED FOOTING CROSS TEE SUSPENSION CLIP SUSPENSION ROD U-BEAM SCREWED TO THE CONNECTION PLATE Ground Level 0 Level 2 2200 ROOF 6400 Bridge Floor 3040 1 5 C CHANNEL C 380 X 74 SCREWED TO U-BEAM C CHANNEL C 380 X 74 SCREWED TO U-BEAM STEEL HANDRAIL (DIAMETE R 50 MM) BOLTED TO PFC BELOW PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 20 10 0 10 20 30 40 50 60 70 80 90 100mm CONSTRUCTION III 2020 8/05/2020 4:46:49 PM 1 : 20 D:\sem5\cons3\con 3-assignment 2b\SUBMISSION\A1750850_Maedeh Parsiesfahani_detail study.rvt Project Name MAEDEH PARSIESFAHANI A1750850 SECTION 2 6 1 : 20 SECTION 2 1 1 : 20 SECTION 2-2 2 SCREW Ground Level 0 Level 2 2200 ROOF 6400 Bridge Floor 3040 SUSPENDED CEILING STEEL HANDRAIL (50 MM DIAMETER) BOLTED TO PFC BELOW METAL DECK SCREWED TO UNIVERSAL BEAM 20 MM ALUMINIUM CLADDING SCREW PURLINE SCREWED TO U-BEAMS UNIVERSAL BEAM 20 MM ALUMINIUM THICK PLATE LAMINATE C CHANNEL C380 X 74 FIXED TO U-BEAM BY SCREWS PURLINE SCREW CONNECTION PLATE WELDED TO COLUMN GYPROCK SCREW PLAIN TEE 250 X 250 SHS COLUMN FIXED TO GROUND BY REINFORCED FOOTING CROSS TEE SUSPENSION CLIP SUSPENSION ROD U-BEAM SCREWED TO THE CONNECTION PLATE Ground Level 0 Level 2 2200 ROOF 6400 Bridge Floor 3040 1 5 C CHANNEL C 380 X 74 SCREWED TO U-BEAM C CHANNEL C 380 X 74 SCREWED TO U-BEAM STEEL HANDRAIL (DIAMETE R 50 MM) BOLTED TO PFC BELOW PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 20 10 0 10 20 30 40 50 60 70 80 90 100mm CONSTRUCTION III 2020 8/05/2020 4:46:49 PM 1 20 D:\sem5\cons3\con 3-assignment 2b\SUBMISSION\A1750850_Maedeh Parsiesfahani_detail study.rvt Project Name MAEDEH PARSIESFAHANI A1750850 SECTION 2 6 1 : 20 SECTION 2 1 1 : 20 SECTION 2-2 2 SCREW Ground Level 0 Level 2 2200 ROOF 6400 Bridge Floor 3040 SUSPENDED CEILING STEEL HANDRAIL (50 MM DIAMETER) BOLTED TO PFC BELOW METAL DECK SCREWED TO UNIVERSAL BEAM 20 MM ALUMINIUM CLADDING SCREW PURLINE SCREWED TO U-BEAMS UNIVERSAL BEAM 20 MM ALUMINIUM THICK PLATE LAMINATE C CHANNEL C380 X 74 FIXED TO U-BEAM BY SCREWS PURLINE SCREW CONNECTION PLATE WELDED TO COLUMN GYPROCK SCREW PLAIN TEE 250 X 250 SHS COLUMN FIXED TO GROUND BY REINFORCED FOOTING CROSS TEE SUSPENSION CLIP SUSPENSION ROD U-BEAM SCREWED TO THE CONNECTION PLATE Ground Level 0 Level 2 2200 ROOF 6400 Bridge Floor 3040 1 5 C CHANNEL C 380 X 74 SCREWED TO U-BEAM C CHANNEL C 380 X 74 SCREWED TO U-BEAM STEEL HANDRAIL (DIAMETE R 50 MM) BOLTED TO PFC BELOW PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 20 10 0 10 20 30 40 50 60 70 80 90 100mm CONSTRUCTION III 2020 8/05/2020 4:46:49 PM 1 20 D:\sem5\cons3\con 3-assignment 2b\SUBMISSION\A1750850_Maedeh Parsiesfahani_detail study.rvt Project Name MAEDEH PARSIESFAHANI A1750850 SECTION 2 6 1 : 20 SECTION 2 1 1 : 20 SECTION 2-2 2 SCREW
Ground Level 0 Level 2 2200 ROOF 6400 Bridge Floor 3040 1 7 2 8 1 10 1 8 1 9 2 6 1 2 SUSPENDED CEILING GYPROCK SCREW C CHANNEL C 380 X 74 LIGHT WEIGHT CONCRETE LAMINATE PURLINE WELDED TO C CHANNEL UNIVERSAL BEAM ALUMINIUM SHEET METAL DECK SCREWED TO THE UNIVERSAL BEAM 20 MM ALUMINIUM CLADDING SCREW FIXED TO CONNECTION PLATE 20 MM GLASS SHADING SUPPORTED BY STEEL PLATE ABOVE CROSS TEE MAIN HANGER EXPLOSIVE POLE HANGING POLE SPIDER ROUTEL SPIDER FITTING PURLINE SCREW
ROUTEL SCREWED TO THE STEEL ROD ROUND STEEL HANDRAIL (50 MM DIAMETER) BOLTED TO PFC BELOW 250 X 250 SHS COLUMN FIXED TO GROUND BY REINFORCED FOOTING C CHANNEL C380 X 74 SCREW FIXED TO ALUMINIUM CONNECTION PLATE GUTTER PLAIN TEE CROSS TEE CONNECTION PLATE WELDED TO U-BEAM PURLINE SCREW SCREW FIXED TO CONNECTION PLATE SPIDER ROUTEL 20 MM STEEL PLATE 20 MM GLASS STEEL MESH PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 20 10 0 10 20 30 40 50 60 70 80 90 100mm CONSTRUCTION III 2020 8/05/2020 4:46:30 PM 1 : 20 D:\sem5\cons3\con 3-assignment 2b\SUBMISSION\A1750850_Maedeh Parsiesfahani_detail study.rvt Project Name MAEDEH PARSIESFAHANI A1750850 SECTION 1 5 1 : 20 SECTION 1 1 13
SPIDER
2O MM ALUMINIUM THICK PLATE
UNIVERSAL BEAM SCREWED TO C CHANNEL
CROSS TEE
EXPLOSIVE BOLT
HANGING POLE
MAIN HANGER
20 MM GLASS SUPPORTED BY STEEL PLATE BELOW
STEEL CONNECTION PLATE SCREWED TO THE ROOF
SPIDER FITTING
SPIDER ROUTEL FIXED TO 20 MM GLASS
PROJECT
GYPROCK
SUSPENDED CIELING
20 MM GLASS SUPPOERTED BY STEEL PLATE BELOW
14
C CHANNEL C380 X 74
SCREW
PURLINE
DRAWING TITLE
DRAWING NUMBER 20 10 0 10 20 30 40 50 60 70 80 90 100mm
8/05/2020
PM 1 5 D:\sem5\cons3\con 3-assignment 2b\SUBMISSION\A1750850_Maedeh Parsiesfahani_detail study.rvt Project Name MAEDEH PARSIESFAHANI A1750850 DETAIL 1 7 1 : 5 D1-ROOF 1
TITLE STUDENT NO.
DATE: SCALE:
CONSTRUCTION III 2020
4:47:10
STEEL HANDRAIL (50 MM DIAMETER) BOLTED TO PFC BELOW
20 MM GLASS SUPPORTED BY STEEL PLATE BELOW
6 MM ALUMINIUM SHEET
20 MM LAMINATE
STEEL MESH
CONNECTION PLATE
METAL DECK SCREWED TO UNIVERSAL BEAM BELOW
LIGHT WEIGHT CONCRETE
C CHANNEL C380 X 74 SCREWED TO U-BEAM
PURLINE FIXING U-BEAM TO C CHANNEL BY SCREWS
SUSPENSION ROD
SCREW
SCREW
20 MM ALUMINIUM THICK PLATE
GUTTTER SCREWED TO U-BEAM
UNIVERSAL BEAMS
SCREW FIXING 20 MM GLASS TO C CHANNEL C 380 X 74
UNIVERSAL BEAM
PURLINE
CONNECTION PLATE WELDED TO THE COLUMN
SCREW
SUSPENSION CLIP PLAIN TEE
CROSS TEE
GYPROCK
CROSS TEE
20 MM ALUMINIUM CLADDING
SUSPENDED CEILING
SCREW FIXING GUTTER TO U-BEAM PROJECT
EXPLOSIVE BOLT
HANGING POLE
MAIN HANGER
TITLE
DRAWING TITLE DATE:
DRAWING NUMBER 20 10 0 10 20 30 40 50 60 70 80 90 100mm
8/05/2020 4:47:22 PM 1 5 D:\sem5\cons3\con 3-assignment 2b\SUBMISSION\A1750850_Maedeh Parsiesfahani_detail study.rvt Project Name MAEDEH PARSIESFAHANI A1750850 DETAIL 2 & 3 8 1 : 5 D2-FLOOR 1 1 : 5 D3-ROOF 2 15
STUDENT NO.
SCALE:
CONSTRUCTION III 2020
20 MM GLASS WALL SUPPORTED BY STEEL PLATE BELOW C CHANNEL C380X74 SCREWED TO U-BEAM
20 MM STEEL BAR 20 MM GLASS SHADE SUPPORTED BY STEEL PLATE ABOVE
20 MM STEEL PLATE SUPPORTING GLASS SHADE BELOW
SCREW FIXED TO 20 MM GLASS
SIDER ROUTEL
20 MM ALUMINIUM THICK PLATE
UNIVERSAL BEAM SCREWED TO C CHANNEL C380 X 74
PURLINE FIXING C CHANNEL TO U-BEAM BY SCREWS
SCREW FIXING U-BEAM TO C CHANNEL C380 X 74
EXPLOSIVE BOLT
SUSPENDED CEILING GYPROCK CROSS TEE
HANGING POLE
MAIN HANGER
16
DATE:
DRAWING
20 10 0 10 20 30 40 50 60 70 80 90 100mm
8/05/2020 4:47:51 PM 1 : 5 D:\sem5\cons3\con 3-assignment 2b\SUBMISSION\A1750850_Maedeh Parsiesfahani_detail study.rvt
MAEDEH
DETAIL
D5-ROOF
PROJECT TITLE STUDENT NO. DRAWING TITLE
SCALE:
NUMBER
CONSTRUCTION III 2020
Project Name
PARSIESFAHANI A1750850
5 10 1 : 5
AND SHADING 1
LIGHT WEIGHT CONCRETE
MM LAMINATE METAL DECK SCREWED TO U-BEAM SCREW
UNIVERSAL BEAM SCREWED TO THE COLUMN
PURLINE ATTACHING TWO UNIVERSAL BEAMS BY SCREWS
SCREW FIXED TO PURLINE
SUSPENSION ROD
SUSPENSION CLIP
CONNECTION PLATE (WELDED TO COLUMN) FIXING UNIVERSAL BEAM TO COLUMN BY SCREWS PROJECT TITLE
TEE
BEAM
20
UNIVERSAL
20
CROSS
MM ALUMINIUM CLADDING PLAIN TEE
STEELMESH
STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 20 10 0 10 20 30 40 50 60 70 80 90 100mm
8/05/2020 4:47:38 PM 1 : 5 D:\sem5\cons3\con 3-assignment 2b\SUBMISSION\A1750850_Maedeh Parsiesfahani_detail study.rvt Project Name MAEDEH PARSIESFAHANI A1750850 DETAILS 4 9 1 : 5 D4-FLOOR 1 17
CONSTRUCTION III 2020
THE ENGLISH LEARNING CENTRE
PROJECT DESCRIPTION
This project was about modeling an English Learning Center based on the client’s needs, in one of the Adelaide’s eastern suburbs, utilizing Revit. This building was a two storey building, with many rooms and different spaces with different functions.
In this task, we were asked to prepare all the design and construction documents and schedules, including the services, Hydralics, Mechanical, Electrical and structural plans. This was an informative task as we learnt how these systems are connected to eachother.
UP UP 04 2 04 A B D E F G H J K L M 1 2 3 4 5 6 7 8 9 C I A2 B2 D2 C2 E2 F2 G2 H2 1-2 2-2 3-2 4-2 5-2 6-2PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 20100102030405060708090100mm CONSTRUCTION III 2020 8/06/2020 4:14:07PM 1100 D:\sem5\cons3\Final assignment 3c\Submission\A1750850_Maedeh Parsiesfahani_Virtual Model Part 1.rvt Project Name A1750850 Architectural 01 1 100 Ground Floor 1 GLA 7 GLA 5 GLA 4 BREAKOUT 2 CIRCULATION BREAKOUT 1 KITCHENETTE LIFT RESOURCE GLA 3 SMALL BREAKOUT TP GLA 2 GLA 1 WC GLA 6 STORE STAFF ROOM LAUNDRY KITCHENETTE WITHDRAWAL ACTIVITY WC OFFICE FOYER RECEPTION 19
Ground Floor 0 Level 1 2700 First Floor 3200 Level 3 6300 Second Roof Base 7318 Foundation -450 A B D E F G H J K L C I 1 05 2 05 3 05 Ground Floor 0 Level 1 2700 First Floor 3200 Foundation -450 1 06 2 06 1 08 2 08 PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 20100102030405060708090100mm CONSTRUCTION III 2020 8/06/2020 4:32:39PM 1100 D:\sem5\cons3\Final assignment 3c\Submission\A1750850_Maedeh Parsiesfahani_Virtual Model Part 1.rvt Project Name A1750850 Architectural 04 1 100 Section-Main Building 1 1 : 100 Section-ELC 2 20
Ground Floor 0 Level 1 2700 First Floor 3200 Level 3 6300 Foundation -450 Ground Floor 0 Level 1 2700 First Floor 3200 Level 3 6300 Second Roof Base 7318 Foundation -450 E F Ground Floor 0 Level 1 2700 First Floor 3200 Level 3 6300 Second Roof Base 7318 Foundation -450 A PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 2010102030405060708090100mm CONSTRUCTION III 2020 8/06/2020 4:14:34PM 1:20 D:\sem5\cons3\Final assignment 3c\Submission\A1750850_Maedeh Parsiesfahani_Virtual Model Part 1.rvt Project Name A1750850 Architectural 05 1 20 Section-Main BuildingCallout 1 1 1 : 20 Section-Main BuildingCallout 2 2 1 20 Section-Main BuildingCallout 3 3 21
Diagram 1 1 Structural Diagram
PROJECT TITLE
Name
STUDENT NO. DRAWING TITLE
CONSTRUCTION III 2020 8/06/2020 4:15:33PM
DATE: SCALE:
2010102030405060708090100mm
DRAWING NUMBER
D:\sem5\cons3\Final assignment 3c\Submission\A1750850_Maedeh Parsiesfahani_Virtual Model Part 1.rvt
Project
A1750850 Diagrams 20
22
1 04 2 04 A B D E F G H J K L M 1 2 3 4 5 6 7 8 9 C A2 B2 D2 C2 E2 F2 G2 H2 1-2 2-2 3-2 4-2 5-2 6-2 -
TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 20100102030405060708090100mm
III 2020 8/06/2020 4:46:01PM 1100 D:\sem5\cons3\Final assignment 3c\Submission\A1750850_Maedeh Parsiesfahani_Virtual Model Part 1.rvt Project Name A1750850 Structural 09 1 100 Structural-Ground Floor 1 23
PROJECT
CONSTRUCTION
GFI GFI GFI GFI GFI GF GF GFI GFI GF GFI G GFI 1 04 2 04 A B D E F G H J K L M 1 2 3 4 5 6 7 8 9 C I A2 B2 D2 C2 E2 F2 G2 H2 1-2 2-2 3-2 4-2 5-2 6-2PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 2010102030405060708090100mm CONSTRUCTION III 2020 8/06/2020 4:14:58PM 1100 D:\sem5\cons3\Final assignment 3c\Submission\A1750850_Maedeh Parsiesfahani_Virtual Model Part 1.rvt Project Name A1750850 Electricity-Ground Floor 11 1 : 100 Electrical-Ground Floor 1 24
CONSTRUCTION
PROJECT TITLE
DATE: SCALE: DRAWING
2010102030405060708090100mm
STUDENT NO. DRAWING TITLE
NUMBER
D:\sem5\cons3\Final assignment 3c\Submission\A1750850_Maedeh Parsiesfahani_Virtual Model Part 2.rvt
A1750850
III 2020 8/06/2020 4:18:45PM
Project Name
21
1 25
Diagram
2
3D View 1
STUDENT
- - -A B D E F G H J K L C I
PROJECT TITLE
DATE: SCALE: DRAWING
20100102030405060708090100mm
NO. DRAWING TITLE
NUMBER
1100 D:\sem5\cons3\Final assignment 3c\Submission\A1750850_Maedeh Parsiesfahani_Virtual Model Part 2.rvt Project
A1750850 HVAC-Ground Floor 17 1 : 100 HVAC Ground Floor 1 26
CONSTRUCTION III 2020 8/06/2020 4:18:29PM
Name
1 04 2 04 A B D E F G H J K L M 1 2 3 4 5 6 7 8 9 C A2 B2 D2 C2 E2 F2 G2 H2 1-2 2-2 3-2 4-2 5-2 6-2PROJECT TITLE STUDENT NO. DRAWING TITLE DATE: SCALE: DRAWING NUMBER 2010102030405060708090100mm CONSTRUCTION III 2020 8/06/2020 4:15:10PM 1100 D:\sem5\cons3\Final assignment 3c\Submission\A1750850_Maedeh Parsiesfahani_Virtual Model Part 1.rvt Project Name A1750850 Fire-Ground Floor 13 1 : 100 Fire-Ground floor 1 27
THE RESIDENTIAL
PROJECT DESCRIPTION
This project was about modeling a Home-Office building in one of the Adelaide’s eastern suburbs based on the client’s needs, utelising Revit. This task included the prepration of all the schematic design documents, construction drawings with joinery details.
This house was a three storey building, with 2 balconies in the front and a balcony with wooden deck in the backyard.
29
30
31
32
33
34
35
36
37
STAIR
38
DETAIL
39
40
RETAINING WALL
42
43
THE END
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