PORTFOLIO
/pɔːtˈfəʊlɪəʊ/
A set of pieces of creative works intended to demonstrate Siddhant Rohit Ullal’s ability to a potential employer.
1
SIDDHANT ROHIT ULLAL
Mobile: +49 1523 8412050
Email : siddhantullal98@gmail.com
Siddhant Ullal
behance.net/siddhantullal
Software Skills
Innovative Architect driven to push creative limits with cutting-edge design concepts, possessing hands-on project experience. Familiar with design principles, project management and team collaboration. Excellent communication, planning and problem solving abilities. Enthusiastic and eager to contribute to team success through hard work, attention to detail and excellent organizational skills. Motivated to learn, grow and excel in the Construction Industry.
Education
Masters Smart City Solutions(2023)
B.arch from Manipal School of Architecture and Planning,Manipal High School- Mahesh P.U. College (2014-2016) `
Schooling- Sharada Vidyalaya, Mangalore (2007-2014)
Schooling- The Kindergarten Starters, Dubai (2001-2007)
Languages
English (Advanced)
Tulu (Native)
Hindi
Kannada
Professional Experience
Studio Earth 24 (2023) - Design Architect
Arch Vista/ AIPCL (2021-2022)Junior Architect
RCA Studio (RC architecture) (2021)- Architectural Intern
Arch Vista (2020) - Architectural Intern
Extra Curricular
Junior Board member for Club activities
Rotaract Club of Manipal 2018-2019
Director of Media
Rotaract Club of Manipal 2019-2020
Interests
Institutional Design
Corporate and Institutional Interiors
Architectural Photography
Sketching
Illustrations
Graphic Design
2
AutoCad SketchUp Lumion
Photoshop Revit
Rhino+gh Illustrator Indesign
CONTENTS
Page 4
Page 20
Page 14
KSTDC-Computational form finding
Page 26
3
Mixed use high rise in Hong Kong
Garden of Delight, Mangalore, India
Factory and Restaurant Complex at Sakleshpura, Karnataka
01
Mixed use high rise in Hong Kong
Client: Enzyme
Location: Intersection Of Wellington street and Queens road central
Building type: Mixed use- Office and Ser-
vice Apartments
Site area: 203.69 sqft
Year:2023
4
The project is located at the intersection between Wellington street and Queens road central at the central district. The existing building was constructed in the 70’s and doesnt utilize the current max allowed GFA. Due to the property being under utilized, the client is aiming to check the feasibility of adding a high rise tower in the property to yield higher ROI and make the building a public landmark.
Typology : Mixed Use
Gross Building Area: 2800 sqm
No. of Floors : 21
FAR : 13.8
Tools used for Project :
For Modelling - Revit
For Clash Test and 4D simulation - Navisworks
For Renders & Presentation - Revit & Enscape
Level of Detail : LOD 350
SCOPE OF WORK SHAFT
SCOPE OF WORK
SHAFT SHAFT
6
MEP STRUCTURE ARCHITECTURE DATUM MODEL FEDERATED MODEL MODEL FEDERATION:
7
SITE PLAN
TYPICAL FLOOR PLAN DETAILS: TERRACE L 0 0 L1 5000 L2 8700 L3 12400 L4 16100 L5 19800 L6 23500 L7 27200 L8 30900 L9 34600 L10 38300 L11 42000 L12 45700 B1 -3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 5000 3700 81800 3 A105 2 A105 L7 27200 L8 30900 3700 DUCT APPROVED CEILING LIGHT 3700 2675 613 C1 CP-2 W1 F1 BEAM AS PER STRUCTURAL DETAIL 1 : 200 Section 1 1 1 : 25 DETAIL-2 3 1 : 25 DETAIL-1 2 50 75 25 CEMENT SCREED INSULATION FLOOR FINISH 15 70 15 15 45 15 50 50 50 FLOOR FINISH INSULATION CEMENT SCREED 50 50 CEMENT SCREED CEMENT SCREED GRASS CEMENT SCREED 1 : 5 FLOOR F1 1 1 : 5 FLOOR F2 4 1 : 5 FLOOR F3 5
AXONOMETRIC VIEW
ASSEMBLY DETAIL DRAWING
SECTIONAL DETAIL
TYPICAL FLOOR PLAN SCHEDULES
9 UP UP UP UP 1 2 3 4 5 6 A B C 1 A105 OFFICE-1 OFFICE GARDEN LIFT LOBBY OFFICE-2 TOILET-1 TOILET-2 RM RM SERVICE SERVICE LOBBY LOBBY D5 D4 D4 D4 D4 D1 D1 D1 D1 CP-2 CP-2 CP-2 CP-2 W1 W1 A106 1 4050 6000 8125 7200 4625 30000 99.24° 95.70° 1 2 3 4 5 6 A B C1 A105 A106 1 4050 6000 8125 7200 4625 30000 G101 1 OFFICE TERRACE 30900 OFFICE-1 30900 LIFT LOBBY 30900 RM TOI. RM TOI. OFFICE-2 30900 LIFT-1 LIFT-2 W5 D5 CP-2 CP-2 CP-2 CP-2 D4 D4 D4 D4 W1 W1 W1 W1 SW-2 W4 W4 D1 D1 D1 D1 1 : 75 L8 1 UP UPOFFICE-1 OFFICE GARDEN LIFT LOBBY OFFICE-2 TOILET-1 TOILET-2 RM RM SERVICE SERVICE LOBBY LOBBY D5 D4 D4 D4 D4 D1 D1 D1 D1 CP-2 CP-2 CP-2 W1 W1 99.24° 95.70° G101 1 Room Schedule -L8 Name Level Area OFFICE-1 L8 32 m² OFFICE GARDEN L8 21 m² LIFT LOBBY L8 13 m² OFFICE-2 L8 26 m² TOILET-1 L8 2 m² TOILET-2 L8 2 m² RM L8 1 m² RM L8 1 m² SERVICE L8 2 m² SERVICE L8 2 m² LOBBY L8 2 m² LOBBY L8 2 m² Grand total: 12 108 m² Door Schedule - TYPICAL Type Level Rough Height Width Count DOOR_D5_0900 x 2100mm L8 900 1 DOOR_D4_Pocket Door L8 2094 586 1 DOOR_D4_Pocket Door L8 2094 586 1 DOOR_D4_Pocket Door L8 2094 586 1 DOOR_D4_Pocket Door L8 2094 586 1 Window Schedule Type Mark Type Sill Height Width Height Count Level W1 ONX_WINDOW_W1_0900 x 1800mm 300 900 1800 2 L8
STRUCTURAL FRAMING
10 UP A B C 1 2 3 4 5 6 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B4_200 x 600 B4_200 x 600 B4_200 x 600 4050 6000 8125 7200 4625 30000 A B C 1 2 3 4 5 6 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B3_250 X 600 B4_200 x 600 B4_200 x 600 B4_200 x 600 4050 6000 8125 7200 4625 30000 1 : 75 TYPICAL LAYOUT 2 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B1_500 X 600 B4_200 x 600 B4_200 x 600 B4_200 x 600 Structural Column Schedule Type Mark Type Base Level length width Count C1 ONX_CAP_COL_C1_RCC_ 900X500 L 6 900 500 4 C1 ONX_CAP_COL_C1_RCC_ 900X500 L-7 TOS 900 500 4 C1 ONX_CAP_COL_C1_RCC_ 900X500 L-8 TOS 900 500 4 C1 ONX_CAP_COL_C1_RCC_ 900X500 L9 TOS 900 500 4 C1 ONX_CAP_COL_C1_RCC_ 900X500 L 10 TOS 900 500 4 C1 ONX_CAP_COL_C1_RCC_ 900X500 L11 TOS 900 500 4 C1 ONX_CAP_COL_C1_RCC_ 900X500 L12 TOS 900 500 4 C1 ONX_CAP_COL_C1_RCC_ 900X500 L13 TOS 900 500 4 C1 ONX_CAP_COL_C1_RCC_ 900X500 L14 TOS 900 500 4 Structural Framing Schedule Type Mark Type breadth depth Count Reference Level B1_500 X 600 ONX_CAP_BEAM_B1_RCC_5 00X600 250 600 10 L-7 TOS B1_500 X 600 ONX_CAP_BEAM_B1_RCC_5 00X600 250 600 12 L-8 TOS B3_250 X 600 ONX_CAP_BEAM_B3_RCC_2 50X600 250 600 1 L-8 TOS B4_200 x 600 ONX_CAP_BEAM_B4_RCC_2 00X600 250 600 3 L-7 TOS B4_200 x 600 ONX_CAP_BEAM_B4_RCC_2 00X600 250 600 3 L-8 TOS
DETAIL1.2DETAIL1.2
EDGE BEAM TO SLAB (NON SPAN) TYP.
PRECAST COLUMN 500/500MM
BEARING
PRECAST COLUMN 500/500MM
DETAIL1.6DETAIL1.6
COLUMN/ BEAM / SLAB INTERFACE TYP.
EDGE BEAM TO SLAB (NON SPAN) TYP.
DETAIL1.3DETAIL1.3
EDGE BEAM PARALLEL TO SLAB SUPPORT TYP.
DETAIL1.3DETAIL1.3
EDGE BEAM PARALLEL TO SLAB SUPPORT TYP.
DETAIL1.3DETAIL1.3
COLUMN / BEAM / SLAB INTERFACE TYP.
80MM REINFORCED SLAB TOPPING TIED TO EDGE BEAM WITH COUPLER
EDGE BEAM HALF JOINT ONTO PRIMARY BEAM
11 SECTIONAL DETAILS: 275 275 550 275 275 550 75 75 150 150 75 75 150 150 MORTAR ZONE BETWEEN PRECAST ELEMENTS CC3 CC3 MORTAR ZONE BETWEEN PRECAST ELEMENTS CC3 CC3 80 330 320 320 CB-6 CB-7 FL-5 FL-5
REBAR AT ENDS OF HOLLOWCORE CONNECTED TO COUPLER AT PRECAST BEAM
ELASTOMERIC
STRIP INSITU REINFORCED SLEEVE+
DETAIL1.2DETAIL1.2
STRUCTURAL DETAILS 320 330 80 275 275 550 500 MORTAR ZONE BETWEEN PRECAST ELEMENTS MORTAR ZONE BETWEEN PRECAST ELEMENTS FL-5 CC3 CC3 CB-6 275 275 550 275 275 550 275 275 550 75 150 75 150 75 75 150 150 75 75 150 150
ZONE BETWEEN PRECAST ELEMENTS 80 330 320 320 CC3 CC3
MORTAR
MORTAR ZONE CC3 MORTAR ZONE CC3 CB-6 FL-5
CLASH DETECTION USING NAVISWORK:
The individual models were imported in naviswork and a coordination model was created in order to use it for Clash detection, 4D simulation and costing.
Detected clashes were then resolved using switchback option in revit and naviswork.
12 NAVISWORKS CLASH DETECTION MATRIX CLASH DETECTION MATRIX ARC STR MEP SIT W A L L & F L O O R S T R U C T M E P S I T E A R C WALL & FLOOR N/A N/A N/A N/A S T R STRUCT T01 N/A N/A N/A M E P MEP T02 T03 T04 N/A S I T SITE N/A N/A N/A N/A N/A Low Priority High Priority 1/ CLASH DETECTION MATRIX ARC STR MEP SIT W A L L & F L O O R S T R U C T M E P S I T E A R C WALL & FLOOR N/A N/A N/A N/A S T R STRUCT T01 N/A N/A N/A M E P MEP T02 T03 T04 N/A S I T SITE N/A N/A N/A N/A N/A Low Priority High Priority 1/
4D SIMULATION USING NAVISWORK:
Navisworks was used to plot the project timeline and draw comparison between planned start and end dates, and the actual start and end dates.
A1000NotStartedONX_CAP.L-7-STRFL-727-Jul-2301-Aug-2327-Jul-2301-Aug-23FL-7
A1010NotStartedONX_CAP.L-7-STRCL-715-Aug-2321-Aug-2315-Aug-2321-Aug-23CL-7
A1020NotStartedONX_CAP.L-7-STRS-716-Aug-2322-Aug-2316-Aug-2322-Aug-23S-7
A1030NotStartedONX_CAP.L-7-STRSW-717-Aug-2323-Aug-2317-Aug-2323-Aug-23SW-7
A1040NotStartedONX_CAP.L-8-STRFL-831-Aug-2306-Sep-2331-Aug-2306-Sep-23FL-8
A1050NotStartedONX_CAP.L-8-STRCL-811-Sep-2315-Sep-2311-Sep-2315-Sep-23CL-8
A1060NotStartedONX_CAP.L-8-STRS-812-Sep-2318-Sep-2312-Sep-2318-Sep-23S-8
A1070NotStartedONX_CAP.L-8-STRSW-813-Jul-2319-Jul-2313-Jul-2319-Jul-23SW-8
A1080NotStartedONX_CAP.L-9-STRFL-902-Oct-2306-Oct-2302-Oct-2306-Oct-23FL-9
A1090NotStartedONX_CAP.L-9-STRCL-909-Oct-2313-Oct-2309-Oct-2313-Oct-23CL-9
A1100NotStartedONX_CAP.L-9-STRS-910-Oct-2316-Oct-2310-Oct-2316-Oct-23S-9
A1110NotStartedONX_CAP.L-9-STRSW-911-Oct-2317-Oct-2311-Oct-2317-Oct-23SW-9
A1120NotStartedONX_CAP.L-10-STRFL-1023-Oct-2327-Oct-2323-Oct-2327-Oct-23FL-10
A1130NotStartedONX_CAP.L-10-STRCL-1027-Oct-2302-No v-2327-Oct-2302-Nov-23CL-10
A1140NotStartedONX_CAP.L-10-STRS-1030-Oct-2303-Nov-2330-Oct-2303-Nov-23S-10
A1150NotStartedONX_CAP.L-10-STRSW-1031-Oct-2306-No v-2331-Oct-2306-Nov-23SW-10
A1160NotStartedONX_CAP.L-11-STRFL-1106-Nov-2310-No v-2306-Nov-2310-Nov-23FL-11
A1170NotStartedONX_CAP.L-11-STRCL-1113-Nov-2317-No v-2313-Nov-2317-Nov-23CL-11
A1180NotStartedONX_CAP.L-11-STRS-1114-Nov-2320-Nov-2314-Nov-2320-Nov-23S-11
A1190NotStartedONX_CAP.L-11-STRSW-1115-Nov-2321-No v-2315-Nov-2321-Nov-23SW-11
A1200NotStartedONX_CAP.L-12-STRFL-1222-Nov-2328-No v-2322-Nov-2328-Nov-23FL-12
A1210NotStartedONX_CAP.L-12-STRCL-1229-Nov-2305-Dec-2329-Nov-2305-Dec-23CL-12
A1220NotStartedONX_CAP.L-12-STRS-1230-Nov-2306-Dec-2330-Nov-2306-Dec-23S-12
A1230NotStartedONX_CAP.L-12-STRSW-1201-Dec-2307-Dec-2301-Dec-2307-Dec-23SW-12
A1240NotStartedONX_CAP.L-13-STRFL-1308-Dec-2314-Dec-2308-Dec-2314-Dec-23FL-13
A1250NotStartedONX_CAP.L-13-STRCL-1315-Dec-2321-Dec-2315-Dec-2321-Dec-23CL-13
A1260NotStartedONX_CAP.L-13-STRS-1318-Dec-2322-Dec-2318-Dec-2322-Dec-23S-13
A1270NotStartedONX_CAP.L-13-STRSW-1319-Dec-2325-Dec-2319-Dec-2325-Dec-23SW-13
13
Activity IDActivity StatusWBS Code Activity Name (*) Planned Start (*)Planned Finish (*)Actual Start (*)Actual Finish 4D code
02
Factory and Restaurant complex At Sakleshpur
Location: Sakleshpur, Karnataka
Area: 15,000 sqft
Climate: Hot and humid
Year:2022
Ashtadik IPCL
14
The site is located along the Mangalore-Bangalore highway (NH-75) in the village of Gulagalale, near Sakleshpur, Karnataka.
The site was to house a Factory along with restaurants and cafes catering majorly to the users accessing the highway.
The project broke ground in March 2022 and due to some unforeseen circumstances the project had to be split into multiple phases.
Phase-1 consisted of a temporary chikki factory, Chikki shop, an experience centre and restaurants and cafes.
Phase-2 consisted of the main Factory building and the admin section.
Role in the Project: Developing Concepts, Area Analysis, Case studies, Zoning and masterplan options,Plan options, 3D modelling, Working Drawings, Renders, Creating Presentations, Client interaction,Site coordination, SIte inspection
15
7.7 km
Proximity From Sakleshpur
Proposed Road Widening
SITE ANALYSIS
16 FACTORY KITCHEN DINING DINING EXPERIENCE CENTER TOILETS KITCHEN OUTDOOR SEATING OUTDOOR SEATING OUTDOOR SEATING UTILITY UTILITY UTILITY SHOP ADMIN Visitors Circulation Staff Circulation BASEMENT GROUND FLOOR FIRST FLOOR Factory Admin Utility Restaurant Fine Dining Kitchen Experience Center Toilets Cafes Chikki Outlet PROGRAM DIAGRAM: SITE PLAN: CIRCULATION
Room Legend
CEO OFFICE
CHIKKI SHOP+ EXPERIENCE CENTRE
CIRCULATION
DEHUMIDIFYING CHAMBER KITCHEN
OFFICE
PACKAGING+STORAGE SECURITY
TOILET+UTILITY
17
DN UP DN DN 21 20 19 18 17 16 15 14 13 12 11 10 7 4 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 4 A A B B C C D D E E F F G G H H 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9'5" 22'9" 22'9" 3'2" 2'5" 2'7" 1'4" 64'4" 9' - 5" 22' - 11" 16' - 9" 2' - 0"3' 10" 2' - 4" 7' - 1" 64' 4" 1501 ft² CHIKKI SHOP+ EXPERIENCE CENTRE 6
GROUND FLOOR PLAN
ROOM STAFF LOUNGE STORE ROOM
153 ft² CEO OFFICE 7 293 ft² STORE ROOM 8 439 ft² DEHUMIDIFYING CHAMBER 9 145 ft² KITCHEN 10 88 ft² STAFF LOUNGE 11 96 ft² OFFICE 12 70 ft² TOILET+UTILITY 13 86 ft² SECURITY ROOM 14 117 ft² PACKAGING+STORAGE 15 289 ft² CIRCULATION 16 ELE. DUCT PLUM. DUCT LIFT STAIRCASE LEADING TO BASEMENT STAIRCASE LEADING TO FIRST FLOOR R @ 28 152.4 mm R @ 21 159.7 mm +98.31 m +96.26 m +98.31 m MAIN ENTRY PORCH SERVICE ENTRY PORCH OVERHEAD PROJECTION LINE @ FIRST FLOOR LEVEL flow print cutting and rolling rack remove cooling FG rack sorting rack sealer + packaging mixing roast storage DISPLAY UNIT DISPLAY UNIT DISPLAY UNIT DISPLAY UNIT DISPLAY UNIT DISPLAY UNIT TASTING COUNTER ROLLING/CUTTING ROLLING/CUTTING ROLLING/CUTTING ROLLING/CUTTING PACKING COOLING MIXING KITCHEN VIEWING AREA KITCHEN VIEWING AREA GLASSPERGOLABELOW78 ft² STAFF LOUNGE 21 1 : 75 GROUND FLOOR 1
18
7'-1" 9'-0" 1'-0" 10'-6"
Architects SECTIONS Title: Scale 1:50 North Date 22/09/2022 Project Client M/S ANANTHA TRADING COMPANY Revisions Structural Consultant THIS DRAWING IS THE PROPERTY OF ASHTADIK INFRASTRUCTURE PLANNING CONSULTANTS PVT LTD & SHALL NOT BE USED WITHOUT PERMISSION. ANY DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTS PRIOR TO EXECUTION OF WORKS. Any discrepancy in the drawing should be brought to the notice of the architect. only written dimensions are to be followed. Seal Notes SECTION
3'-0" 2'-4"
2'-8"
3'-5"
01 ISOMETRIC VIEW
PVC GUTTER
12MM THK MS PLATE
SLAB LINE AT GROUND FLOOR LVL
23'-7"
SS SPIDER FITTING 1'-0"
2'-3" 6'-9" 2'-1" 1'-0"
3'-2"
01 SECTION A-A
10'-0" 3'-3"
SLAB LINE AT GROUND FLOOR LVL
9'-5"
3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 65'-5" 8'-1"
8'-1"
3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
5'-8"
7'-1012"
12MM THICK MS PLATE
9'-812"
11'-2 4 "
12'-5 2 "
13'-514"
12MM THK. LAMINATED TOUGHENED GLASS FIXED TO STEEL PLATE USING SS SPIDER CONNECTORS 1'-0"
RCC BEAM AS PER STRUCTURAL DETAIL
PVC GUTTER FOR WATER DRAINING
14'-1112" 15'-012"
R0'-2"
SS SPIDER FITTING
1'-0"
PVC GUTTER
PVC GUTTER
12MM THK MS PLATE
PVC GUTTER
12MM
SS SPIDER FITTING
SS
CANOPY DETAILS
SS SPIDER FITTING
12MM THICKNESS LAMINATED TOUGHEND GLASS
12MM THICKNESS LAMINATED TOUGHEND GLASS R0'-2"
SS SPIDER FITTING
CANOPY DETAILS
19
3'-5" 3'-5" 3'-5" 3'-5"
RR RETAINING WALL AS PER STRUCTURAL DETAIL SET TO LEVEL BASED ONSITE CONDITIONS RR MASONRY RETAINING WALL UPTO REQUIRED HEIGHT AS PER STRUCTURAL DETAIL COUNTERS COUNTERS COUNTERS COUNTERS FOOD COUNTERS AS PER VENDOR DETAILS UPTO 12'-6" STRUCTURAL DETAIL SLAB LINE AT GROUND FLOOR LVL SLAB LINE AT GROUND FLOOR LVL JUICE COUNTER LADIES TOILET 21'-8" X 9'-6" FRONT END KITCHEN COUNTERS 30'-11" 9'-5" BACK END KITCHEN 1010 SQFT DINING AREA 76 PAX CAPACITY DUCT 3'-0" 4'-6" UTILITY 237 SQFT TOILET CUBICLES TO BE PLACED AS PER VENDOR DETAIL FLOOR SLAB AT FLOOR LEVEL ENTRY PORCH SLAB AT GROUND FLOOR LEVEL 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 65'-5" 8'-1" 8'-1" 9'-5" 10'-0" 3'-3" 3'-2" 23'-7"
4 " 12'-5 2 "
3'-0" 3'-0" 3'-0" 3'-0"
9'-81 " 11'-23
LIFT OPENING AS PER VENDOR DETAILS
14'-2" 14'-8"
Architects Sheet No. AR-B-505 GLASS PERGOLA DETAIL Title: Approved S.T. Checked S.T. Drawn S.U. Scale 1:50 North Date 28/09/2022 Project PROPOSED FACTORY AT SAKLESHPUR Client M/S ANANTHA TRADING COMPANY Any discrepancy in the drawing should be brought to the notice of the architect. only written dimensions are to be followed. All drawings must be read in conjunction with the relevant structural drawings. In case of any differences between architectural and structural the dimension on the architectural drawings shall supercede. all dimensions in feet and inches unless otherwise mentioned. ffl= 2"above cc bed /slab lvl INFRASTRUCTURE PLANNING CONSULTANTS PVT. LTD. #124-B Shop No. C1A C1B, 1st Floor Leggacy Complex, Bendoorwell, Mangaluru 575002 Phone: 0824 4262888 | mail: info@ashtadik.com www.ashtadik.com Notes C B 04 DETAIL @ A 05 DETAIL @ B 01 SECTION A-A
LINE AT GROUND FLOOR LVL LIFT OPENING AS PER VENDOR DETAILS 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 65'-5" 8'-1" 9'-5" 10'-0" 3'-2" 23'-7" 1'-0"
14'-103 4 " 65'-5"
SLAB
THK MS PLATE
1'-0"
SPIDER FITTING
R0'-2" 3'-0"
3'-0" 5'-8" 7'-1012" 9'-812" 11'-2 4 " 12'-5 2 " 13'-514" 14'-2" 14'-8" 14'-1112" 65'-5" Architects GLASS PERGOLA DETAIL Title: Approved S.T. Checked S.T. Drawn S.U. Scale 1:50 North Date 28/09/2022 Project PROPOSED FACTORY AT SAKLESHPUR Client M/S ANANTHA TRADING COMPANY Revisions Structural Consultant THIS DRAWING IS THE PROPERTY OF ASHTADIK INFRASTRUCTURE PLANNING CONSULTANTS PVT LTD & SHALL NOT BE USED WITHOUT PERMISSION. ANY DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTS PRIOR TO EXECUTION OF WORKS. Any discrepancy in the drawing should be brought to the notice of the architect. only written dimensions are to be followed. All drawings must be read in conjunction with the relevant structural drawings. In case of any differences between architectural and structural the dimension on the architectural drawings shall supercede. all dimensions in feet and inches unless otherwise Seal INFRASTRUCTURE PLANNING CONSULTANTS PVT. LTD. #124-B Shop No. C1A C1B, 1st Floor Leggacy Complex, Bendoorwell, Mangaluru 575002 Phone: 0824 4262888 | mail: info@ashtadik.com www.ashtadik.com Notes C B 04 DETAIL @ A 05 DETAIL @ B 01 SECTION A-A SITE PHOTO
3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
03
Gardens of Delight, Mangalore
Client: Pooja crafted homes
Location: Mangalore
Building type: Residential- villas and apartments
Site area: 15 acres
Year:2023
Studio Earth 24
20
The Gardens of Delight is an exquisite residential development that epitomizes luxury living in the vibrant city of Mangalore. Nestled amidst the lush greenery of the coastal landscape, this architectural masterpiece seamlessly blends modern aesthetics with the serenity of nature. The project aims to create an exclusive haven for those who appreciate the finer things in life, offering a harmonious balance between opulence and tranquility.
Role in the Project: Developing Concepts and drawings for villas and apartments, Area Analysis,Zoning and masterplan options,Plan options, 3D modelling, Working Drawings, Renders, Creating Presentations, Client interaction,Site coordination, SIte inspection
21
SITE PLAN
GROUND FLOOR
The villa has a built up area of 4000 sqft. It is designed to house 4 bedrooms and has a provision for an additional 5th bedroom. The main focus of the house is the internal courtyard, which houses a triple height staircase and prayer space. The prayer space is designed to have a play of light, making the space mystical and divine
22 1.80 MT. 2.09 MT. FOYER 4.32 MT. 2.99 MT. DINING 4.10 MT. 1.80 MT. WET KITCHEN 4.10 MT. 2.79 MT. KITCHEN 1.50 MT. 1.61 MT. LIFT 6.00 MT. 3.30 MT. DECK W1 3.60 MT. 4.59 MT. BEDROOM 1.80 MT. 2.70 MT. EN SUITE WARDROBE 800 REFRIGERATOR W1 1600 450 W1 5.80 MT. 4.81 MT. LIVING ROOM 3.40 MT. 2.21 MT. LANDSCAPE 1.80 MT. 1.70 MT. POWDER ROOM 2.30 MT. 1.70 MT. HOUSEKEEPERS ROOM 1.00 MT. 1.50 MT. POOJA TV UNIT W1 1600 W1 4150 SHOE RACK SEATING 2344 STEP UP WARDROBE 2601 STUDY TABLE 1000 2400 750 D3 CUSTOM STEP UP 1600 450 2400 750 STEP DN STANDY STANDY MICROWAVE STEP DN STEP DN STEP DN STEP DN
PLAN
FORM DEVELOPMENT
1
2
3
4
ARTIST’S
REPRESENTATION OF THE PRAYER SPACE
24 SECTIONAL DETAIL
PLANTER DETAIL
DETAIL
STEPS
Computational form finding
Project:
Responsibilities: Conceptual drawings and Tender drawings, 3D modelling, developing script for steel truss, vendor coordination
The restaurant is located opposite Bannerghatta national park. The existing restaurant is the cruciform shaped building in the center of the site. 2 extensions, one on east and one on west are proposed for the new project.
26
Restaurant for KSTDC (Karnataka State Tourism Development Corporation Limited)
SITE PLAN
27 GENTS TOILET 3450X3900 HANDICAPPED TOILET 2250X1750 LADIES TOILET 3450X3650 FEEDING ROOM 1688X1155 DIAPER CHANGING ROOM 1688X1155 HANDWASH WOOD DECK AREA LOTUS POND RAMP 1:12 62 PAX SEATING +102.25lvl +102.25lvl +101.20 lvl UP +100.90 lvl +101.25 lvl +101.60 lvl +101.95 lvl +101.55 lvl +101.90 lvl +102.25lvl 01A-WE-31-100 A-WE-31-100 02 A-WE-31-100 03 1:100 Ground Floor Plan A-20-100 01 RC Architecture Pvt Ltd 2015 RC Architecture, #16 Serpentine Street, Richmond Town, Bangalore 560 025 T: +91 80 22237751, F: +91 80 2225476 Project Architect North Drawing Number Date Scale Revision Project Name Client Notes R# Description Date Chk Apd Drawn Chkd/ Approved Drawing Title Structural Consultant Project Number Electrical Consultant KSTDC Renovation of Mayura Vanashree Restaurant at Bannerghatta National Park AR-21-100 23/03/2021 JES DESIGN CONSULTANTS " SHREE # 2667, 6th main, Pipe line road Kumaraswamy layout II stage, Bengaluru-560078 Email: jes.designconsultants@gmail.com #1694, 15th Main, 30th Cross, BSK 2nd stage, Bengaluru-70. Email: ultrivadesigns@gmail.com. 1:100 R4 A-20-100 Floor Plan Ground Floor Restaurant East Extension GJ JT RT Fiber cement board Flooring ISMB 150 4500 along outer wall 1050 Column(s) joining Eave Column(s) joining Ridge 105.35 lvl Eave height 102.25m FFL lvl Ground Floor 103.25m lvl Top of wall 106.65m lvl Ridge level 1:100 Section 01 A-WE-31-100 01 750 900 450 900 2220 150 mm concrete wall 100 mm dia. MS pipes 30x30 mm MS sq pipes 20 mm asphalt shingle assembly 12.5mm thk. hardwood 25 mm granite cladding 50 mm kota stone flooring 100 mm PCC bed 150 mm deep water pool 1000 2100 1369 Footing detail as per SC's design Connection detail as per SC's design 600 Footing detail as per SC's design 103.8 lvl Eave height 101.20m FFL lvl Ground Floor 101.95m lvl Sill Level 104.2m lvl Top of wall 105.7m lvl Ridge level Shingles Roofing Purlin 30X30 King Post Truss As per SC +100.8 +101.3 1:100 Restaurant Section A-31-100 01 Note: Section showing joining of circular pipe section of Ridge beam and Eaves of extension block with box section of restaurant block 1:100 Section 02 A-WE-31-100 01 BEAM (UNEQUAL ANGLE 75X50X6) Fiber cement board Flooring ISMB 150 PLAN OF EAST EXTENSION SECTIONAL DETAILS
An array of the single module can be formed along any type of curve, allowing future iterations based on the parameters such as the heights, distance between the trusses, size of the structural members..etc, thus saving the need to remodel multiple options/ iterations.
28 1 2 3 4 5 6
1:100 Section 02 A-WE-31-100 01 BEAM (UNEQUAL ANGLE 75X50X6) Fiber cement board Flooring ISMB 150 106.75m lvl Ridge level 101.20m FFL lvl Ground Floor 102.25m FFL lvl Ground Floor 3450 1050 RAMP 1:12 105.70m lvl Ridge level-1 4500 1037 Parapet Seating along outer parapet wall 1050 Column(s) joining Eave Column(s) joining Ridge Ramp Section 03 A-WE-31-100 01 105.35 lvl Eave height 102.25m FFL lvl Ground Floor 103.25m lvl Top of wall 1:100 Section 01 A-WE-31-100 01 750 900 450 900 2220 1000 2100 1369 Footing detail as per design Connection detail as per SC's design Footing detail as per SC's design 103.8 lvl Eave height 101.20m FFL lvl Ground Floor 101.95m lvl Sill Level 104.2m lvl Top of wall +100.8 +101.3 1:100 Restaurant Section A-31-100 01 Note: Section showing joining of circular pipe section of Ridge beam and Eaves of extension block with box section of restauran block SECTION THROUGH THE RAMP
VIEWS OF THE TRUSS
29
Working drawings:
IPS smooth finish as/details/specs. 1
100(W)X200(H)mm,
3mm thick Powder coated Al. sheet Csection as/details/specs. 200(W)X200(H) mm, 6mm thick
750
PU painted MS. box section beam as/details/specs.
Low VOC acrylic emulsion paint finish on 18mm thick external grade plaster as/specs.
AS PLAN
200
1. 1.6mm thick heavy duty Cement fibre board for backing as/specs.
2. 8mm thick cement fibre board cladding (finish as/specs.)
30 A100 2 3 A100 DOUBLE HEIGHT RECEPTION 24MM THICK DGU GLASS AS/SPECS. Surrounding level 1100 Ground Floor (TOS) 1200 First Floor (TOS) 5400 Atrium Roof 9200 Bottom of Truss 10750 4200 3800 1550 9550 24mm thk DGU glass as per detail Entry Portal DW-1 Surrounding level 1100 Ground Floor (TOS) 1200 First Floor (TOS) 5400 Atrium Roof 9200 Bottom of Truss 10750 5 A100 6 A100 100(W)X200(H) mm, 3mm thick Powder coated Al. sheet Csection as per detail 200(W)X200(H) mm, 6mm thick PU painted MS. box section beam as per detail. Powder coated Al. convention glazing frame as per specs. 24mm thick DGU glass as per specs. Powder coated Al. transom as per detail. 450mm high granite skirting as per detail. 450 799 1500 1500 1500 1500 1500 Bal. 100(W)X200(H) mm, 3mm thick Powder coated Al. sheet C- section as/details/specs. Cement fibre board cladding as/details/specs. 24mm thick DGU glass as/specs. Powder coated Al. convention glazing frame as/specs. Powder coated Al. transom as/specs. 30mm thick white sandstone (type 1 finish) wet cladding as/details/specs.
74 51
50 mm thick floor finish (10 mm thick heat resistant tiles as/apprl) 2. Loosely laid filter fabric as/specs
Extruded polystyrene (rigid foam) insulation (styrofoam/roofm ate sl-x) as/specs
Separating layer as/specs
Water proofing membrane as/specs
150 to 75 mm thk. lightweight cc screed laid to fall to roof drain (slope@ 1-2%) 18mm thick granite stone flooring as/details/specs. 18mm thick granite stone as/details/specs. 30mm thick white sandstone (finish as/elevation) wet cladding anchor to block work by Hilti fastner as/details/specs. 50mm thick white sandstone coping as/details/specs. Powder coated Al. window frame as/details/specs. 24mm thick DGU glass as/specs. SCALE (@ TITLE CLIENT PROJECT DRAWING DRAWN BY STATUS CODE As indicated CURTAIN ASSIGNMENT-4 A100 SU Rev
: 50 Ground Floor (TOS) 1
: 50 North 2
: 50 Section-1 3 1 : 50 North-part elevation 4 1 : 20
1 - Callout 1 5 1 : 20
1 - Callout 2 6
3
4
5
6
1
1
1
Section
Section
31 INTERNAL ROAD LEVEL 0 INTERNAL PATHWAY LEVEL 1000 SURROUNDING LEVEL 1100 GROUND FLOOR 1200 FIRST FLOOR 5400 ATRIUM ROOF 9200 BOTTOM OF TRUSS 10750 TOP OF TRUSS 12750 2 A100 2000 1550 3800 4200 100 100 1000 12750 100(W)X200(H)mm, 3mm thick Powder coated Al. sheet C- section as/details/specs. Column cladded with cement fibre board as/details/specs. 30mm thick white sandstone (type 1 finish) wet cladding as/details/specs. 12mm thick toughened glass fixed window as/details/specs. 150mm wide RCC vertical fin cladded with cement fibre board as/details/specs. 30mm thick white sandstone (type 1 finish) wet cladding in slant position as/details/specs. 30mm thick white sandstone (type 1 finish) wet cladding in slant position as per detail Butt joint between 2 stones 30mm thick white sandstone (type 2 finish) wet cladding as per detail 8mm thick groove filled with silicon (colourless/same finish colour as of stone) as per selection 1000 1000 1000 As per site 150 450 EQ. EQ. EQ. 4 A100 5 A100 8 A100 100(W)X200(H)mm Powder coated C- section as per detail 30mm thick white sandstone (finish as/elevation) wet cladding anchor to block work by Hilti fastner as per detail 12mm thick toughened glass fixed window as per detail 200mm thick block work as per detail 30mm thick white sandstone (finish as/elevation) wet cladding anchor to block work by Hilti fastner as/details/specs INSIDE 50mm thick white sandstone coping as per detail Grid ceiling as per detail Extended pedestal in column to support truss as per structural detail 8mm thick groove as per detail Sunken slab filled with foam concrete as per structural detail HRD-CR-10x140 Hilti frame anchor as per specs Refer structural detail for truss details 100mm(W) X200mm(H), 3mm thick powder coated Al. sheet C- section as per detail 125mm thick RCC ledge as per structural detail 50mm wide RCC vertical fin cladded with cement fibre board as per detail 30mm thick white sandstone (finish as/elevation) wet cladding anchor to block work by Hilti fastner as per detail 100mm blockwork as per detail 12mm thk toughened glass 12mm thk plaster as per detail RCC beam as per structural detail 9 A100 Gutter as per detail 100mm thick double skin insulated puff panel as per detail Truss as per structural detail 150mm wide RCC vertical fin cladded with cement board as per detail 30mm thick white sandstone (finish as/elevation) wet cladding anchor to block work by Hilti fastner as per detail Block work in slant profile as per detail 150mm thick RCC ledge as per structural detail RCC slab as per structural detail RCC beam as per structural detail 5mm vinyl flooring with 1mm thick vinyl wear layer applied over self levelling compound as per detail HRD-CR-10x140 Hilti frame anchor as per specs 12mm thk toughened glass as per detail 150mm high wooden laminated skirting as per specs 7 A100 50 100 150 Powder coated Al. window frame with 12mm thk toughened glass as per detail 8mm thk cement fibre board cladding as per detail 6mm thk heavy duty Cement fibre board for backing as per detail SLOPE 200 100 75 50 35 8 6 6 19 Powder coated Al. window frame as per specs. MS. framework for cladding as per detail 6X6mm chamfer in stone 10X10mm groove in stone 30mm thick white sandstone (finish as/elevation) wet cladding anchor to block work by Hilti fastner as per detail Vitrified tiles cladding with 3mm spacer groove as per specs RCC band to support blockwork as per structural detail 200 mm thk blockwork Mortar as per specs HRD-CR-10x140 Hilti frame anchor as per specs 8 30 40 8mm groove filled with silicon (colourless/same finish colour as of stone) as per specs 30mm thick white sandstone (finish as/elevation) wet cladding anchor to block work by Hilti fastner as per detail Grade 316 SS. pin @300 c/c 30 40 100 200 18 12 Slope 125 25 8 12 18mm thick external grade plaster as per specs 200 mm thk RCC parapet wall as per structural detail 100 mm thk block work as per structural detail Mortar as per detail 3mm thk powder coated Al, sheet cladding as per detail 8mm thick groove joint filled with colourless silicon as per specs 30mm thick white sandstone (finish as/elevation) wet cladding anchor to block work by Hilti fastner as per detail HRD-CR-10x140 Hilti frame anchor as per specs 2 A100 RCC Column as per detail 200mm thk block masonry Mortar as per detail 30mm white sandstone as per detail 7610 70 200 2 A100 6 A100 1535 1285 1285 1285 1285 1535 Fins as per detail RCC Column as per structural detail 900 150 650 12mm thk toughened glass with Powder coated Al. window frame as per specs www.autodesk.com/revit SCALE (@ A1) CHECKED BY TITLE PROJECT NUMBER CLIENT PROJECT DRAWING NUMBER REV DRAWN BY DATE STATUS PURPOSE OF ISSUE CODE SUITABILITY DESCRIPTION As indicated 26-03-2023 09:46:34 PM WALL SECTION Project Number ASSIGNMENT-2 Owner Checker A100 SIDDHANT 26/03/23 Rev Description Date 1 50 South 1 1 : 50 Section 1 2 1 : 20 DETAIL-A 4 1 : 20 DETAIL-B 5 1 : 10 FIN DETAIL 6 1 : 5 DETAIL-C 7 1 : 5 DETAIL-D 8 1 5 DETAIL-E 9 1 50 INTERNAL PATHWAY LEVEL 3 1 : 50 FIRST FLOOR 10