ACKNOWLEDGEMENT
The internship opportunity I had with SJK was a great chance for learning and professional development. Having been given the opportunity to participate, I consider myself extremely fortunate. Further, I would like to express my gratitute to all of the wonderful people and professionals who guided me throughout this internship at SJK. I will continue to improve the skills and knowledge i have gained in the most efficient manner.
Company Profile
SJK is a multi-disciplinary practice encompassing master planning, architecture, and interior design. SJK Architects is a firm that has spent the last thirty one years designing environments that are rooted in the earth – using the sun,
the wind and nature to create spaces that are suffused with light and contemporary innovations that draw from Indian traditions and spiritual metaphors. They have worked across India in education, hospitality, corporate offices, and cultural buildings, developing unique identities based on the historical legacy of the area and the climatic situation. This translates, to buildings that sit naturally in their environments rather than mechanized boxes that alienate people and their culture. The Principal Architect Shimul Javeri Kadri leads the design process along with Design Directors, Vaishali Shankar, Sarika Shetty and Roshni Kshirsagar.
Experience
Through the last four months, I had a great experience with SJK architects. The company has a great work environment, which allows for people to learn and grow. It has been a fun and exciting period of my life, from learning new softwares to having Fridays at six. To push the boundaries of what defines a firm and how it functions, the design principles and teachings of SJK will continue to aid in my development as an architect in the future.
2
3 Design of a University in Warangal,Telengana. SR University Material Study Dining Block Hostel Block Sports Complex Lime Plaster 5 15 25 26 Content
4 265.50 266.00 266.50 267.00 267.50 268.00 268.50 269.00 269.00 269.50 270.00 270.50 VOLLEYBALL COURT TENNISCOURT TENNISCOURT 1 2 6 9 3 5 W 8 H1A 10 H1B H2A 1 70000 2 90000 6 70000 9 40000 3 220000 Block no. Block details Area (sq. ft) Admin & 1st year B.E in all 7 streams of Engg. 2nd, 3rd & 4th year B.E in EnE, EnC & Aviation Library building (Ongoing) Admin building (Proposed) 2nd, 3rd & 4th year B.E, M.E, and PhD in CS building (Proposed) 5 80000 Students Union Building W 27500 Workshops 8 40000 Auditorium (Proposed) H1A 436000 Boys hostel - 2150 boys (Ongoing) H1B 436000 H2A Girls hostel (existing) 200 girls 10 Pharmacy building 60000 40000 Boys hostel - 2150 boys (Proposed) 11 Sports complex 103600 12 Dining block 58978 13 Full sized cricket ground Legend : Building blocks Internal road/Pavement Sheet rock Existing Nala Reed bed Area for landscape intent P 11 12 13 Area - 57, 915sq. ft(approx.) Existing Neem Farms Area - 2,99,060sq. ft(approx.) Area - 1,73,290 sq. ft (approx.) NORTH: SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE : SHEET SIZE: PROJECT: DRAWING TITLE: GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SPECIFIC NOTES / LEGEND: A1 R0 This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which it has been loaned. 302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: STRUCTURAL: MEP: CLIENT: R1 DD-MM-YY S.R. UNIVERSITY, WARANGAL Manjunath Co., No 236 5th Cross, Nagar, Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 SYNERGY INFRA Consultants Pvt Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana FOR REFERENCE LANDSCAPE INTENT 09.12.2022 1:1000
Dining Block
5
Rendered view of Dining Block
Presentation drawing of Dining Block
6 DN UP UP UP Veg Prep area Wash Wash Store Store Bulk cooking area Staff dining Cold Stores Receiving area EPR Garbage Dry Stores Staff Entry serving M Locker Room Locker Room Bank Office area Serving area Serving area cooking area Bulk cooking area Students Dining Students Dining Street Street Street Wash room +0.15M +0.15M F.F.L +0.15M +0.45M F.F.L +0.45M F.F.L +0.45M 0.00M M.G.R.L +/- 0.00M M.G.R.L 0.00M M.G.R.L 0.00M M.G.R.L 0.45M F.F.L 0.45M F.F.L F.F.L 0.00M M.G.R.L
7
Exploded axonometric
Street seating
Street view
Street view
Front elevation
8 D2 D1 UP DN D12 D8 D10 D10 D10 D10 W4 DN P.S P.S ELE ED D11 RS1 RS2 D13 W4 W4 D14 W1 W1 W1 D2 D3 D7 D4 D4 D3 D3 D9 OP1 OP1 OP1 OP1 OP1 OP1 OP1 OP1 D6 D6 D5 D5 P.S DN ED ED UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP DN DN W4 W4 W4 1 2 3 4 5 6 7 8 9 10 10 11 11 12 12 B B C C F F G G H H L L M M E1 1A 1A E2 E1 44000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 1475 2525 4000 66000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 3750 2200 50 450 125 1425 1100 1690 3715 Align to column EQ Align to column EQ EQ 4865 EQ Align to column Align to column Align to column 5340 1200 1800 Align to column Align to column Align to column Align Align Align to column Align 5340 1650 1650 1800 7015 300 415 Align to column Align to column 1800 1950 2600 1200 200 2000 EQ EQ 5340 Align to column Align to column Align to column 1800 Align to column 1625 1625 Align to column Align to column Align to column 1800 7960 1870 4650 2250 1870 4450 Align to column 2600 1200 625 625 625 625 625 625 625 625 1310 Align to column 125 Grinding area Veg Prep area Store Store Bulk cooking area Cold Stores Receiving area Veg wash Butchery Garbage Dry Stores Pot Wash Plate Wash Staff serving Locker Room Gas Bank M Locker Room Staff Entry EPR Office area Staff dining Serving area Serving area Courtyard Bulk cooking area Bulk cooking area Bulk cooking area Align to column Align to column Align to column Align Align to column Align to column 2200 650 800 650 850 3505 2700 701 700 700 700 Align 800 1500 6800 Align to column Align to column Align to column 1800 1500 3075 1290 Align to column 2160 Align 1315 1195 2420 4385 850 1830 2350 3500 EQ EQ EQ EQ EQ EQ EQ EQ 2255 2740 1290 Align to column Align 4385 850 1830 EQ EQ 2255 Align to column Align to column 2700 1000 4160 EQ EQ 2 2 2 2 2374 350 350 3300 EQ EQ EQ EQ 1676 4000 450 1400 450 1812 1580 1025 1812 650 450 350 350 3300 EQ EQ 1676 4000 450 1400 450 1812 1580 1025 1812 650 450 350 350 2374 350 350 3300 EQ EQ EQ EQ 1676 4000 450 1400 450 1168 1812 1580 1025 1812 650 450 350 350 3300 EQ EQ 1676 4000 450 1400 450 1812 1580 1025 1812 650 450 350 350 2374 350 350 3300 EQ EQ EQ EQ 1676 4000 450 1400 450 1168 1812 1580 1025 1812 650 450 350 350 3300 EQ EQ 1676 4000 450 1400 450 1812 1580 1025 1812 650 450 350 350 C11 C10 C9 C8 C7 C6 C5 C4 C3 C2 C1 C12 C14 C15 C13 C16 C17 C18 C19 C20 C21 C22 C23 C24 C35 C34 C36 C33 C32 C31 C30 C29 C28 C27 C26 C25 C38 C39 C37 C40 C41 C42 C43 C44 C45 C46 C47 C48 C59 C58 C60 C57 C56 C55 C54 C53 C52 C51 C50 C49 C62 C63 C61 C64 C65 C66 C67 C68 C69 C70 C71 C72 C83 C82 C84 C81 C80 C79 C78 C77 C76 C75 C74 C73 C86 C87 C85 C88 C89 C90 C91 C92 C93 C94 C95 C96 C107 C106 C108 C105 C104 C103 C102 C101 C100 C99 C98 C97 C110 C111 C109 C112 C113 C114 C115 C116 C117 C118 C119 C120 C131 C130 C132 C129 C128 C127 C126 C125 C124 C123 C122 C121 C134 C135 C133 C136 C137 C138 C139 C140 C141 C142 C143 C144 C72A C72B C72C E2 1850 2800 3600 600 1850 4000 600 600 1835 6150 600 3600 2050 1650 1650 2050 2000 1650 3800 915 Align Align 4950 4150 1900 300 655 1425 1300 +0.15M (101.35) PLINTH F.F.L +0.45M (101.65) PLINTH F.F.L +0.00M (101.20) G.F.L +0.15M (101.35) PLINTH F.F.L +0.45M (101.65) PLINTH F.F.L +0.15M (101.35) PLINTH F.F.L +0.45M (101.65) PLINTH F.F.L +0.45M (101.65) PLINTH F.F.L +0.00M (101.20) G.F.L +0.00M (101.20) G.F.L +0.45M (101.65) PLINTH F.F.L +0.45M (101.65) PLINTH F.F.L +0.45M (101.65) PLINTH F.F.L +0.00M (101.20) G.F.L +0.00M (101.20) G.F.L +0.00M (101.20) G.F.L 3 4100 250 275 250 1550 250 275 250 3 3 Align EQ EQ PLAN SCALE 1:100 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE : SHEET SIZE: PROJECT: SRU - Dining Block DRAWING TITLE: GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SPECIFIC NOTES LEGEND: A0 R0 This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which it has been loaned. SJK Design Studio LLP, Unit #20, 2nd floor, Devidas Mansion, Kawasji Marg, Colaba, Apollo Bunder, Mumbai 400001 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: CLIENT: R1 12-02-2021 STRUCTURAL: MEP: Manjunath Co., No 236 5th Cross, Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 SPECIFIC NOTES: S.R. University, Warangal R2 05-03-2021 GOOD FOR CONSTRUCTION MASONRY GROUND FLOOR SRU-DB-AR-GF-PLN-02 16.12.2022 1:100, 1:25 1. Refer Setting out plan # SRU-DB-AR-GL-PLN-01 to locate Dining Block. 2. Column C1 at grid intersection A-1 is the start point to locate all grids and all columns. 3. Columns have been numbered individually and for column sizes, reinforcement typologies refer Structural column schedule for all levels. 4. Refer structural consultants drawings for exact dimensions, depths & typologies of all column foundations. Foundations shown in this drawing are indicative. 5. There are varying NGL levels across the footprint of this building. The lowest NGL shall be considered for ascertaining depth of foundations as per structural drawings. CHECKS:1. Tentative plinth level assigned for Dining Block is 101.65m. We request site team to assess workability of same basis MGRL (made up ground level) being 101.20m considering a 0.45m plinth height. Overall Plinth FFL @ +0.45m MGRL (footpath around dining plinth) @ 0.00m 101.65m 101.20m SURVEY LEVEL ESTABLISHED LEVEL 200MM THK AAC WALL 150MM THK AAC WALL RCC COLUMNS/ PLINTH BEAMS/ GRADE SLAB P.C.C 150MM THK AAC WALL 1.50M HEIGHT FROM FFL 200MM THK LEDGE WALL 1.20M HEIGHT FROM FFL WINDOW SCHEDULE WIN. TYPE FIN. LINTEL LEVEL FIN.OPENING SIZE (MM) FIN. SILL LEVEL NOS. LOCATION HEIGHT WIDTH 400 +3150m from FFL (Fin. bottom of beam) 400 W1 Janitor's Closet, Locker room (M), Locker room (F) W2 +2750mm from FFL 4 800 +2650m from FFL (Fin. bottom of local lintel) 800 Bulk cooking +1850mm from FFL 6 W3 1600 +2650m from FFL (Fin. bottom of local lintel) 2550 Bulk Cooking, Receiving Area (2no), Garbage, Gas Bank, Locker room (F) +100mm from FFL 6 W4 800 +2650m from FFL (Fin. bottom of local lintel) 2550 Staff entry, Staff dining (2no.), Bulk cooking, Garbage, Butchery, Locker room (M) +100mm from FFL 7 Total 23 DOOR SCHEDULE DOOR TYPE FIN. LINTEL LEVEL FIN.OPENING SIZE (MM) FIN. SILL LEVEL NOS. LOCATION HEIGHT WIDTH 1050 Fin. floor level 4 +2.40m from FFL (Fin. bottom of local lintel 2400 D1 Common Washroom, Locker room (M), Locker room (F) 1800 Fin. floor level 3 - 3000 ED Entrance Door 750 Fin. floor level 2 +2.40m from FFL (Fin. bottom of local lintel 2400 D2 Janitor's closet 1500 Fin. floor level 3 +2.40m from FFL (Fin. bottom of local lintel 2400 D3 Receiving area, Serving area, 1500 Fin. floor level 2 +2.40m from FFL (Fin. bottom of local lintel 2400 D4 Cold storage, Dry Storage 1200 Fin. floor level 2 +2.40m from FFL (Fin. bottom of local lintel 2400 D5 Office area, Staff serving, 1200 Fin. floor level 2 +2.40m from FFL (Fin. bottom of local lintel 2400 D7 Garbage collection 1200 Fin. floor level 1 +2.65m from FFL (Fin. bottom of local lintel) 2650 D8 EPR 900 1 +2.40m from FFL (Fin. bottom of local lintel) 2300 D9 ELE Shaft 900 Fin. floor level 2 +2.40m from FFL (Fin. bottom of local lintel 2400 D6 Office cabin +100mm from FFL Total 32 Note: 1. All doors highlighted in red are fire rated doors. 2. Size of Lift opening shall be as per shop dwgs shared by lift vendor. 600 +100mm from FFL 4 +2.40m from FFL (Fin. bottom of local lintel) 2300 D10 Electrical DB Room 1200 Fin. floor level 1 +2.65m from FFL (Fin. bottom of local lintel) 2650 D11 P.S 3600 Fin. floor level 1 +2.65m from FFL (Fin. bottom of local lintel) 2650 D12 P.S 1600 Fin. floor level 2 - 2400 D13 Dining 1200 Fin. floor level 1 2650 D14 Staff Entry +2.65m from FFL (Fin. bottom of local lintel) SCHEDULE FOR SHAFTS AND CUT OUT L (mm) DESCRIPTION W (mm) L.S P.S 1 Lift Shaft Plumbing Shaft P.S 2 Plumbing Shaft ELE Electrical SLAB CUT OUT SIZE (mm) 2000 2400 2000 X 2400 4320 700 4320 X 700 1200 2700 1200 X 2700 1200 850 1200 X 850 P.S 3 Plumbing Shaft 1000 650 1000 X 650 +4.25M (105.45) FIRST FLOOR F.F.L +3.10M (104.30) FIN. LINTEL LEVEL +0.55M (101.75) FIN. SILL LEVEL +0.45M (101.65) PLINTH F.F.L +0.00M (101.20) G.F.L STAFF DINING W4 OUT Clear anodized Al SGU sections of approved colour and detail as per shop drawings given by the vendor Glass shutter as per specification 2650 100 600 1 SECTION 1-1 ROLLING SHUTTER SCHEDULE WIN. TYPE FIN. LINTEL LEVEL FIN.OPENING SIZE (MM) FIN. SILL LEVEL NOS. LOCATION HEIGHT WIDTH 2045 +2650m from FFL (Fin. bottom of local lintel) 2650 RS1 Gas Bank RS2 Fin. Floor level 1 2000 +2650m from FFL (Fin. bottom of local lintel) 2650 Receiving Area Fin. Floor level 1 Total 2 OPENINGS SCHEDULE WIN. TYPE FIN. LINTEL LEVEL FIN.OPENING SIZE (MM) FIN. SILL LEVEL NOS. LOCATION HEIGHT WIDTH 600 +1500m from FFL (Fin. bottom of local lintel) 600 OP1 Plate Drop +900mm from FFL 8 Total 8 Plinth beam in elevation DINING D13 OUT +0.45M (101.65) PLINTH F.F.L +0.00M (101.20) G.F.L Glass door fixed in aluminium framework of sizes confirmed by the architect with the facade vendor +4.25M (105.45) FIRST FLOOR F.F.L 1450 300 300 150 A SECTION 2-2 Note: 1) Masonry walls and openings at the kitchen to be read in conjunction with the kitchen consultants drawing. 2) Seat and planter details to be referred from drawing SRU-DB-AR-STR-DET-01 TOILET OUT +0.45M (101.65) PLINTH F.F.L +4.25M (105.45) FIRST FLOOR F.F.L 0.00M (101.20) M.G.R.L +3.15M (104.35) FALSE CEILING BOTTOM +3.20M SILL LVL +3.60M LINTEL LVL W1 A SECTION 3-3
9 DN D5 1 2 3 4 5 6 1A 1A E2 4000 4000 4000 4000 1475 2525 4000 C5 C4 C3 C2 C1 C20 C21 C22 C23 C24 C29 C28 C27 C26 C25 C44 C45 C46 C47 C48 C53 C52 C51 C50 C49 C68 C69 C70 C71 C72 C77 C76 C75 C74 C73 C92 C93 C94 C95 C96 C101 C100 C99 C98 C97 C116 C117 C118 C119 C120 C125 C124 C123 C122 C121 C140 C141 C142 C143 C144 C72A C72B C72C L.S M.V.S P.S ELE P.S M.V.S OHT ABOVE P.S M.V.S M.V.S 675 675 20000 20000 13850 200mm 200mm sleeve beam routing supply from OHT plumbing shaft P.S 710 200 1 1 2 2 A B C D E1 G H J K M A B C D E1 G H J K M E2 EQ EQ EQ EQ EQ EQ 66000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 3750 2200 50 PLAN SCALE 1:100 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE SHEET SIZE: PROJECT: SRU - Dining Block DRAWING TITLE: GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SPECIFIC NOTES LEGEND: A0 R0 This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which it has been loaned. SJK Design Studio LLP, Unit #20, 2nd floor, Devidas Mansion, Boman Kawasji Behram Marg, Colaba, Apollo Bunder, Mumbai 400001 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: CLIENT: R1 12-02-2021 STRUCTURAL: MEP: Manjunath Co., Cross, Nagar, Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 SYNERGY INFRA Consultants Pvt Ltd., 25, Hwy, Jayabheri Valley, Gachibowli, Hyderabad, Telangana SPECIFIC NOTES: S.R. University, Warangal R2 05-03-2021 GOOD FOR CONSTRUCTION TERRACE MASONRY - OHT DRAWINGS SRU-DB-AR-TF-PLN-02 17.11.2022 1:100, 1:30 1. Refer Setting out plan # SRU-DB-AR-GL-PLN-01 to locate Dining Block. 2. Column C1 at grid intersection A-1 is the start point to locate all grids and all columns. 3. Columns have been numbered individually and for column sizes, reinforcement typologies refer Structural column schedule for all levels. 4. Refer structural consultants drawings for exact dimensions, depths & typologies of all column foundations. Foundations shown in this drawing are indicative. 5. There are varying NGL levels across the footprint of this building. The lowest NGL shall be considered for ascertaining depth of foundations as per structural drawings. CHECKS:1. Tentative plinth level assigned for Dining Block is 101.65m. We request site team to assess workability of same basis MGRL (made up ground level) being 101.20m considering a 0.45m plinth height. 200MM THK MASONRY 100MM THK MASONRY RCC COLUMNS/ PLINTH BEAMS/ GRADE SLAB P.C.C 20MM THK cement mortar (1:4) waterproof plaster using Sunplex of Sunanda 200MM THK MASONRY UPTO 3.1M FROM TERRACE SLAB 200MM THK MASONRY UPTO 1.5M FROM TERRACE SLAB Refer Dwg #SRU-DBfor service staircase details PLAN AT 0.6M FROM TERRACE SLAB - SCALE 1:30 S4 S6 S5 S3 S2 S1 S7 S1 S7 S4 S6 S3 S5 LOBBY OPEN TERRACE +6.85M (108.05) BOTTOM OF BEAM +7.05M (108.25) UnFin. SLAB TOP +8.22M (109.42) OHT FLOOR F.F.L +10.15M (111.35) OHT SLAB TOP H G F H G F FREE BOARD FREE BOARD MH MH 1300 450 TERRACE 3700 5700 3700 1 1 2 2 H G F H G F 5700 C75 C74 C94 C95 C70 C71 +7.05M (108.25) TERRACE FLOOR U.F.L 3 3 2 2 TERRACE PLAN AT 1.5M FROM TERRACE SLAB - SCALE 1:30 SECTION 2-2 - SCALE 1:30 OHT- 25KLD 3700 5700 3700 1 1 2 2 H G F H G F 600X600 MH 600X600 MH 5700 450 300 450 450 300 S4 S6 S1 S3 S2 S1 S3 S6 S2 S4 3 3 2 2 C75 C74 C94 C95 C70 C71 OHT- 25KLD +8.55M (109.75) TERRACE FLOOR U.F.L SECTION 1-1 - SCALE 1:30 +7.45M (108.65) TOP OF UPSTAND BEAM +6.85M (108.05) BOTTOM OF BEAM +7.05M (108.25) UnFin. SLAB TOP LOBBY OPEN TERRACE +8.22M (109.42) OHT FLOOR F.F.L +10.15M (111.35) OHT SLAB TOP S2 3 2 1 3 2 1 FREE BOARD MH 1300 450 S1 SIZE OF P.F QUANTITY 50Ø 2Nos DESCRIPTION Water inlets Outlet to feed pumps S2 SCHEDULE OF PUDDLE FLANGES FOR OHT PLATE(8THK) DIM Domestic water outlet S3 SL.NO Over flow S4 Drain outlet S5 Cable entry S6 Air vent S7 NOTE: 1. OHT dwg to be read in conjunction with the PHE drawingÚnd the structural dwg given by team Synergy and BLM. LOCATION @Center of free board level 300x300MM (LxW) 50Ø 2Nos @150mm above from tank bottom 300x300MM (LxW) 80Ø 2Nos @150mm above from tank bottom 300x300MM (LxW) 100Ø 2Nos @Water board level 300x300MM (LxW) 100Ø 2Nos @tank bottom level 300x300MM (LxW) 25Ø 2Nos @Center of free board level 75X75MM (LxW) 100Ø 2Nos @Tank slab level 450x450MM (LxW) 1) To refer to MEP drawings provided by DB for all plumbing details, rung ladder details and puddle flange details. 2) To refer to drawings given by ECCIPL for all structural details L.S (mm) W (mm) 2000 2400 700 4320 DESCRIPTION Lift Shaft Plumbing Shaft P.S 1 LEGEND FOR SHAFTS AND SHAFT CUT-OUTS AT FIRST SLAB LEVEL 850 1200 Electrical ELE SLAB CUT-OUT SIZE (mm) same as shaft size 1200 850 1700 1500 Mechanical Ventilation Shaft M.V.S same as shaft size 2700 1700 Plumbing Shaft P.S.2 same as shaft size same as shaft size 1600 1000 Mechanical Ventilation Shaft M.V.S same as shaft size 650 1000 Plumbing Shaft P.S.3 same as shaft size 1000 1100 Mechanical Ventilation Shaft M.V.S shaft size 700 1100 Mechanical Ventilation Shaft M.V.S same as shaft size
10 Glass fixed in aluminium framework of sizes confirmed by the architect with the facade vendor Chamfer at edge of Kotah/Tandur stone Tandur/ Kotah stone laid to slope for ramp's surface 100 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE SHEET SIZE: PROJECT: DINING BLOCK DRAWING TITLE: GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SPECIFIC NOTES LEGEND: A0 This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which has been loaned. 302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: CLIENT: STRUCTURAL: MEP: Manjunath Co., No 236 5th Cross, K Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 SYNERGY INFRA Consultants Pvt Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 S.R. University, Warangal 1. Refer seat and railing detail sheet SRU-BH-B2-AR-SE-DET-01, for applicability of respective seat sections. 2. For all switchboards located on the floor junction boxes need to be located. 3. For natural stone flooring, continuity of grain lines to be ensured specially along linear open aisle spaces. Pattern repetition should not occur. Tile junctions with contrasting shades on different tiles should be avoided. 4. All dado and skirting joints to align with the flooring joints. 5. Position of nahani traps, flooring and dado layouts for all toilets to be taken from sanitary line out drawings SRU-BH-B2-AR-TL-PL-01. 6. Skirting for corridors to be in Grey Kotah stone, rooms in Eton terrazzo Bianco tile. Extents of skirting on the ground floor is indicated in the part plan. The external facade does not have any plinth protection/ skirting. 7. Materiality for footpath around building to be given by Landscape consultant and shared back for final approval. GOOD FOR CONSTRUCTION DINING BLOCK- FLOORING LAYOUTS AND PLASTER EXTENTS SRU-DB-ID-GF-FL-01 17.11.2022 1:100,1:25,1:5 SECTION CC' (1:5) A B LEGEND DN D2 D2 D1 ED D13 D13 D12 D10 D10 D10 D10 W4 DN P.S P.S ELE D11 RS1 RS2 W3 W3 W4 W4 W2 W2 W2 W2 W4 W2 W2 D14 W1 W1 W1 W4 W1 D3 D7 D4 D4 D3 D3 D9 OP1 OP1 OP1 OP1 L.S D6 D6 D5 D5 P.S ED ED 4a 10 11 12 A D 1A 11 12 10 4a 1A H F D C A Grinding area Veg Prep area Pot Wash Plate Wash Store Store Bulk cooking area Staff dining Cold Stores Receiving area EPR Veg wash Butchery Garbage Dry Stores Staff Entry Staff serving M Locker Room F Locker Room Elec Gas Bank Office area E1 E2 E1 E2 UP UP UP UP Note: Finishes in the toilet block to be referred from toilet block detail dwg #SRU-DB-AR-TLDET-01 Note: Finishes in the toilet block to be referred from toilet block detail dwg #SRU-DB-AR-TLDET-01 Note: 1) Kitchen flooring finishes and flooring layout dwg as per by kitchen consultant's drawing. 2) The plaster extents in the kitchen area to be read in conjunction with the dado heights and dado finishes given by the kitchen consultant. 2 R START POINT 5 R 3 R R 1 3 R 2 R DETAIL A UP UP R 1 START POINT R 4 2 R R 1 START POINT R 4 2 EQ EQ EQ EQ ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN 5 UP UP UP UP B' B A' A C' C D' D A' A A' A E' E F' F A' A A' A DN DN DN 4 2 START POINT 1 1 3 R 1 3 5 R R 2 4 R R R START POINT 1 1 2 R R 2 R 4 5 3 R 1 5 2 R START POINT 1 2 4 R 4 2 R 5 R R R START POINT R 3 5 EQ EQ ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN R START POINT R 3 2 R EQ EQ Note: Finishes in the Staircase to be referred from Staircase detail dwg #SRU-DB-AR-ST-DET-03 Note: Finishes in the Staircase to be referred from Staircase detail dwg #SRU-DB-AR-ST-DET-03 B' B A' A C' C D' D A' A A' A E' E F' F 3 1 5 START POINT R 5 EQ EQ ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN R 3 1 5 START POINT R R R EQ EQ F' F DETAIL A DETAIL DETAIL A UP UP DN DN DN Tandur stone as flooring champhered at the edge with 8mm nosing +0.45M PLINTH FFL +/-0.00M MGRL 8 8 150 ALIGN 100mm high Grey Tandur stone skirting with tapered edge on top and side edge fixed on 8mm thk adhesive 12mm thk internal plaster as per plaster extents DINING/ STREET 6mm groove in plaster 25 12 +0.15M STREET FFL 75 100 100 Chamfer at edge of Kotah/Tandur stone Tandur/ Kotah stone laid to slope for ramp's surface Plaster as per plaster extents Glass fixed in aluminium framework of sizes confirmed by the architect with the facade vendor +0.45M PLINTH FFL +/-0.00M MGRL 100 690 25 110 250 10 35 10 65 DETAIL A (1:25) - START POINT SECTION AA' (1:5) - TYPICAL DETAIL FOR SKIRTING SECTION BB' (1:5) - DETAIL AT PLINTH EDGE SECTION DD' RAMP FLOORING DETAIL (1:5) SECTION EE' - RAMP AT ENTRANCE (1:5) DINING BLOCK - GROUND FLOOR FLOORING LAYOUT (1:100) RCC COLUMNS/ PLINTH BEAMS/ GRADE SLAB 200mm thk wall @1.2m high 150mm thk AAC full ht wall 200mm thk AAC full ht wall 20-25mm double coat external fine sand faced plaster 12-15mm thk internal grade smooth cement plaster 12mm thk internal backing coat rough plaster + 1.5m high White dado (extents of dado to be checked from Kitchen Consultant) 200mm thk ledge wall 1.20m height from FFL Tandur stone flooring of 560 1170mm as the main flooring along the dining, streets and staircase Tandur stone flooring as the remainder along the dining, streets and staircase Tandur stone flooring as the Start tile 3 2 1 2 R START POINT 1 1 1 2 3 2 R Note: 1. Finished tile joints to align with the centre of finished circular columns. 2. Finished tile joints to align with the skirting of the planter at the streets 600x2300mm Electrical Db fire rated door 75mm high Grey Tandur stone skirting and side edge fixed on 8mm thk adhesive 75 25 100 8 25mm thk Grey Tandur stone champhered at the edge with 8mm nosing 8 100 DINING IDB SECTION FF' - SKIRTING DETAIL NEAR DB (1:5) L.S (mm) W (mm) 2000 2400 700 4320 DESCRIPTION Lift Shaft Plumbing Shaft P.S 1 LEGEND FOR SHAFTS AND SHAFT CUT-OUTS AT FIRST SLAB LEVEL 850 1200 Electrical ELE SLAB CUT-OUT SIZE (mm) same as shaft size 1200 850 1700 1500 Mechanical Ventilation Shaft M.V.S shaft size 2700 1700 Plumbing Shaft P.S.2 same as shaft size same as shaft size 1600 1000 Mechanical Ventilation Shaft M.V.S same as shaft size 650 1000 Plumbing Shaft P.S.3 shaft size
11 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: SRU-DB-AR-STR-DET-01 REV NO: PURPOSE SHEET SIZE: PROJECT: DRAWING TITLE: GOOD FOR CONSTRUCTION GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SEATING DETAIL 17.11.22 SPECIFIC NOTES LEGEND: This drawing is to be used for reference purpose only. Detailed drawings will be given to site as Good For Construction drawings. R3 DD-MM-YY A1 1:100,1:50, 1:25,1:10 R0 DD/YY/MM This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which has been loaned. 302-303,VEENA INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: STRUCTURAL: MEP: CLIENT: R2 DD-MM-YY R1 DD-MM-YY R3 DD-MM-YY R3 DD-MM-YY DINING BLOCK S. R. UNIVERSITY Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 Manjunath Co., Cross, Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 SECTION 1 - SCALE 1:50 Section 3-3 ED D13 ED ED 10 11 12 11 12 10 M K H G F E D C A 2 2 1 2374 C11 C10 C9 C8 C7 C12 C14 C15 C13 C16 C17 C18 C35 C34 C36 C33 C32 C31 C38 C39 C37 C40 C41 C42 C59 C58 C60 C57 C56 C55 C62 C63 C61 C64 C65 C66 C83 C82 C84 C81 C80 C79 C86 C87 C85 C88 C89 C90 C107 C106 C108 C105 C104 C103 C110 C111 C109 C112 C113 C114 C131 C130 C132 C129 C128 C127 C134 C135 C133 C136 C137 C138 350 625 350 625 3300 EQ EQ EQ EQ 1676 4000 450 1400 450 1 3 3 M L K J H G F E D C B A 1168 1812 1580 1025 1812 650 450 350 350 3300 EQ EQ 1676 4000 450 1400 450 3 3 1812 1580 1025 1812 650 450 350 350 2 2 2374 350 350 3300 EQ EQ EQ EQ 1676 4000 450 1400 450 3 3 1168 1812 1580 1025 1812 650 450 350 350 3300 EQ EQ 1676 4000 450 1400 450 3 3 1812 1580 1025 1812 650 450 350 350 2374 350 350 3300 EQ EQ EQ EQ 1676 4000 450 1400 450 3 3 1168 1812 1580 1025 1812 650 450 350 350 3300 EQ EQ 1676 4000 450 1400 450 3 3 1812 1580 1025 1812 650 450 350 350 2 2 1 1 DINING DETAIL A 800 800 500 450 +0.45M (101.65M) PLINTH F.F.L +0.15M (101.35M) STREET F.F.L K J 800 450 +0.45M (101.65M) PLINTH F.F.L +0.15M (101.35M) STREET F.F.L 800 450 800 8 9 10 11 450 500 350 200 100 110 300 160 450 100mm high Grey Tandur stone skirting with tapered edge on top and side edge fixed on 8mm thk adhesive Switch board +0.45M (101.65M) PLINTH F.F.L +0.15M (101.35M) STREET F.F.L 25mm thk Tandur stone flooring 25mm thk adhesive for stone fixing 40 Backrest and seat finished with Grey Tandur/Kotah stone as confirmed by the architect Backrest with a gap of 175mm from edge of column 210 8 100 350 50 200 225 700 700 700 700 225 SECTION 2 - SCALE 1:50 SECTIONAL ELEVATION 3 - SCALE 1:25 SEAT DETAIL A - SCALE 1:10 PLAN - SCALE 1 :100
12 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE : SHEET SIZE: PROJECT: SRU - Dining Block DRAWING TITLE: GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SPECIFIC NOTES LEGEND: A0 R0 This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which has been loaned. 302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: CLIENT: R1 12-02-2021 STRUCTURAL: MEP: Manjunath Co., No 236 5th Cross, Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 SYNERGY INFRA Consultants Pvt Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 SPECIFIC NOTES: S.R. University, Warangal R2 05-03-2021 RCC COLUMNS/ SHEAR WALLS 150 thk AAC wall Full Height Wall 200 thk AAC wall @+1.2xM from F.F.L 200 thk AAC full height wall 150mm thk ledge wall 150 thk wall @ 2.1M from F.F.L Floor Drain Refer MEP Consultant's drawings) 165MM DIA FLAT (CORVI) RECESSED LIGHT IN FALSE CEILING AREA (15W) SURFACE MOUNTED TUBE 15W (CORVI) LINEAR WALL LIGHT FIXTURE (15W) ABOVE WASHBASIN AND JANITOR'S CLOSET Switchboard with Base of plate @ 1200 /950mm from FFL Exhaust grill in toilet for mechanical ventilation Hilux Calcium silicate board false ceiling @ 2.75m from FFL No false ceiling, RCC slab bottom to be finished in 8mm thk ceiling plaster with paint as per paint extents GFC NOTE FOR FALSE CEILING: Calcium silicate board/ grid to be laid in proper line level on an exposed grid system 24mm G.I grid that comprises of main runner spaced 1200 mm, centers securely fixed to structure soffit by approved hanger at 1200 max. centers. 1200 mm cross tees to interlocked between main runner at 600 mm centers to form 1200 x 600 modules. 600 600 modules to be formed by fitting 600mm long cross tees centrally between 1200 mm cross tees. wall angle to be secured to the wall at 450 mm max. centres.. all complete as per Hilux's recommended installation method attached with the GFC sheets. NOTE: Images of the space after completion of masonry and before procurement of the finishing material and mock up of the toilet to be shared. Refer to this DWG for the details of toilet block on the west side No false ceiling, RCC slab bottom to be finished in 8mm thk ceiling plaster with paint as per paint extents GFC Tandur stone flooring of 560 1170mm as the main flooring along the dining, streets and staircase Tandur stone flooring as the remainder along the dining, streets and staircase GOOD FOR CONSTRUCTION GROUND FLOOR TOILET BLOCK - FINISHES DETAIL SRU-DB-AR-TL-PLN-01 11.11.2022 1:25 D2 D1 D1 D1 4 4 5 5 1 1 2 2 3 3 D D 2 3 4 C6 6 5 A 6000 4000 4000 4000 4000 C5 C4 C3 C2 C19 C20 C21 C22 C23 EQ 440 4280 440 150 150 EQ EQ EQ 575 EQ 575 575 575 565 150 150 150 150 Handwash EQ 450 450 1750 2175 EQ EQ 150 150 450 EQ 450 2550 EQ 150 150 EQ EQ 350 3460 EQ EQ EQ 350 EQ EQ 350 150 150 150 150 slope down slopedown slope down Janitor's closet 1200 EQ 440 4280 440 150 150 EQ EQ EQ EQ EQ EQ EQ 350 slopedown EQ EQ 350 slopedown 1200 1200 1200 1200 EQ EQ 1200 1200 2310 EQ EQ 1200 1200 2310 EQ EQ 350 150 150 slopedown EQ EQ 350 slopedown EQ EQ 1255 1255 2340 1100 1640 450 450 565 565 565 150 150 WB PC M SD WB PC M SD WB PC M SD WB PC M SD WB PC M FD HF WC HF WC WB PC SD WB PC SD WB PC SD WB PC SD WB PC M SD WB PC M SD WB PC M SD WB M SD WB PC M PC WB M SD WB PC M PC WB PC M SD WB PC M SD WB PC M FD HF WC HF WC HF WC FD HF WC HF WC WB PC M SD WB PC M FD FD FD FD FD FD FD Handwash TOILET MALE LOCKER ROOM FEMALE LOCKER ROOM 1 START POINT 2 R R 2 R R 1 START POINT 2 R 2 3 4 R 1 START POINT 2 R 3 4 5 6 R R R 1 START POINT 2 2 2 3 4 5 6 7 8 9 10 R START POINT 1 2 3 4 5 6 7 R 2 R 2 3 4 6 5 B A B D2 D1 D1 D1 C-SB1 C-SB1 C-SB1 C-SB3 C-SB2 C6 6000 4000 4000 4000 4000 C5 C4 C3 C2 C19 C20 C21 C22 C23 CONNECTED TO DB EQ 450 1185 EQ 600 450 630 EQ EQ 630 EQ EQ 1025 EQ 440 EQ EQ EQ EQ 440 EQ EQ EQ 1500 1105 980 575 1025 960 1100 790 EQ EQ 562 562 580 790 538 562 344 EQ EQ 2 3 4 6 5 2 3 4 6 5 A B A B Nos. Location Cubicle Door Size (mm) 11 600 1800 GF Toilets, Changing rooms Total 11 T-LINE TOILET CUBICLE PARTITION SCHEDULE Nos. Location Partition Size (mm) 392 GF Toilets 463 GF Changing Room 262 1255 285 1200 288 550 244 488 1. All dimensions are finished dimensions and should be checked site by doing lineout before shop drawing production. 2. Heights for all partitions remain constant 1.8m. 3.L-profile partitions get fixed over WC ledge. Partition follow profile of the ledge. SANITARY FITTINGS, FIXTURES & ACCESSORIES Fitting Typology WC Jaquar Brand Item Code Quantity HF Allied Health faucet WB Washbasin round undercounter Wall mounted constellation Jaquar Jaquar Soap Dispenser Jaquar SLS-WHT-6953BIPPSM ALD-CHR-565 FNS-WHT-40701 SDR-WHT-DJ0010F FD Floor Drain Jaquar M Mirror (550mm 1000mm) K-7275IN-CP SD PC Pillar cock Jaquar PRS-CHR-031 21 16 10 21 TYPICAL FLOOR SB SCHEDULE Main switch in the toilet C-SB1 1200mm Charging Points Outside Handwash 950mm Switch Board Location Bottom of Switch Plate Light circuits Power Module configuration - 3 no.s 5/15Amp convertible socket 0 C-SB2 C-SB3 Janitor's Closet 1200mm 1GROUND FLOOR TOILET BLOCK RCP GROUND FLOOR TOILET BLOCK PLAN
13 GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. SPECIFIC NOTES LEGEND: This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which it has been loaned. 302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: STRUCTURAL: MEP: Manjunath & Co., No 236 5th Cross, Nagar, Near Shankarpuram Telephone Exchange, Temple Road, Bangalore SYNERGY INFRA Consultants Pvt Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 SPECIFIC NOTES: RCC COLUMNS/ SHEAR WALLS 150 thk AAC wall Full Height Wall 200 thk AAC wall @+1.2xM from F.F.L 200 thk AAC full height wall 150mm thk ledge wall 150 thk wall @ 2.1M from F.F.L NOTE FOR FALSE CEILING: Calcium silicate board/ grid to be laid in proper line level on an exposed grid system 24mm G.I grid that comprises of main runner spaced 1200 mm, centers securely fixed to structure soffit by approved hanger at 1200 max. centers. 1200 mm cross tees to interlocked between main runner at 600 mm centers to form 1200 600 modules. 600 x 600 modules to be formed by fitting 600mm long cross tees centrally between 1200 mm cross tees. wall angle to be secured to the wall at 450 mm max. centres.. all complete as per Hilux's recommended installation method attached with the GFC sheets. NOTE: Images of the space after completion of masonry and before procurement of the finishing material and mock up of the toilet to be shared. Refer to this DWG for the details of toilet block on the west side 300mm x 450mm blue wall dado (Johnson tile) 10mm thk Waterproofing layer 10mm thk Plaster 8mm thk Screed Kadappa Stone Underlay Telephone black granite as Countertop and Facia patti 150mm thk ledge wall SANITARY FITTINGS, FIXTURES & ACCESSORIES Fitting Typology WC Jaquar Brand Item Code Quantity HF Allied Health faucet WB Washbasin round undercounter Wall mounted constellation Jaquar Jaquar Soap Dispenser Jaquar SLS-WHT-6953BIPPSM ALD-CHR-565 FNS-WHT-40701 SDR-WHT-DJ0010F FD Floor Drain Jaquar M Mirror (550mm 1000mm) K-7275IN-CP SD PC Pillar cock Jaquar PRS-CHR-031 21 16 10 21 Start point WB M AV PC VC SD SD PC WB AV PC WB AV WB AV PC SD WB AV PC SD D2 2200 795 Start point B A +0.45M (101.65) PLINTH F.F.L +4.25M (105.45) FIRST FLOOR F.F.L 0.00M (101.20) M.G.R.L 1 6 2 3 3 R 4 5 6 7 R R 8 2 3 4 5 6 7 R 8 M SD AV PC WB WB PC Start point Start point WC HF WC HF 2200 470 2100 B A +0.45M (101.65) PLINTH F.F.L +4.25M (105.45) FIRST FLOOR F.F.L 0.00M (101.20) M.G.R.L +3.16M (104.36) FALSE CEILING LVL 1 9 10 7 R 4 R 2 4 5 Start point Start point WB M AV PC VC SD SD PC WB AV PC WB AV WC HF WC HF WC HF 1 3 6 795 471 350 90 1200 8 10 11 12 13 R R B A +0.45M (101.65) PLINTH F.F.L +4.25M (105.45) FIRST FLOOR F.F.L 0.00M (101.20) M.G.R.L +3.16M (104.36) FALSE CEILING LVL R R M SD PC WB AV Start point 1 4 PC WB AV 795 470 2197 Start point 1 4 R R B A +0.45M (101.65) PLINTH F.F.L +4.25M (105.45) FIRST FLOOR F.F.L 0.00M (101.20) M.G.R.L R R M SD AV PC WB WB PC WC 795 470 2100 1200 1200 Start point Start point Start point Start point Start point Start point Start point M WB PC 795 M WB PC 795 M WB PC 1200 M WB PC AV D1 2 3 4 4a 5 6 +0.45M (101.65) PLINTH F.F.L +4.25M (105.45) FIRST FLOOR F.F.L 0.00M (101.20) M.G.R.L +0.45M (101.65) FALSE CEILING LVL 1 1 3 1 1 2 3 8 6 R R 4 7 R 8 2 3 4 5 6 R 8 2 3 5 6 R R 2 R DETAIL B DETAIL C DETAIL A 100 D1 5 1 2 3 SECTION 4 SECTION 1 SECTION 3 SECTION 2 SECTION 5 FINISHES LEGEND Tandur stone flooring of 560 1170mm as the flooring along the toilets and skirting VC Wash basin counter NOTE FOR FALSE CEILING: Jaquar fixtures and fittings installation sheets are attached with the GFC sheets for reference for installation of concealed flushing cisterns. Request site team to contact Synergy team for any queries and help regarding installation avoid any plumbing issues from occurring. 300 4500mm Blue rizz sky (Johnson tiles) for wall finish 100mm high Grey Tandur stone skirting with tapered edge on top and side edge fixed on 8mm thk adhesive 300mm x 450mm blue wall dado (Johnson tile) TOILET 25 12 75 100 16-18mm thk black granite as ledge top with 6mm nosing 300mm x 450mm blue wall dado (Johnson tile) 150mm thk ledge wall 6 300mm x 450mm blue wall dado (Johnson tile) DETAIL A - TYPICAL DETAIL FOR SKIRTING (1:2) DETAIL B - FOR LEDGE TOP IN WC (1:5) Countertop & Facia Patti in Telephone Black Granite supported on Kadappa stone underlay DETAIL DETAIL (1:10) SECTION DD - TOILET STEP DOWN DETAIL (1:5) 25mm Ramp drop with Kotah stone 100mm high Grey Tandur stone skirting with tapered edge on top and side edge fixed on 8mm thk adhesive
Area Statement of Dining Block
14 SL N O SP A CE S A R E A ( i n sq ft ) 1 - DINING AREA 13657.083 - STREETS 3300.827 - COURTYARD 377.254 1 7 33 5 1 6 4 2 ST A IR C A S E 9 2 1. 2 7 3 - GRINDING AREA 495.5 - BUTCHERY 116.75 - GARBAGE 184.73 - RECEIVING AREA 253 - VEG WASH 98.23 - DRY STORE 540.089 - COLD STORE 403.48 - STORE 414 - VEG PREP AREA 585.649 - POT WASH 584.518 - BULK COOKING AREA 2493.764 - SERVING AREA 630 - PLATE WASH AREA 576.849 - CIRCULATION 2352.336 - GAS STORE 68.858 9 7 97 75 3 4 T OIL E TS 9 8 5 1 41 5 - STAFF ENTRY 144.533 - OFFICE AREA 250.901 - STAFF SERVING/DINING AREA 578.796 - FEMALE LOCKER ROOM 218.971 - MALE LOCKER ROOM 272.874 1 4 66 07 5 6 - EXTERNAL PLINTH 1212.515 - EPR 192.609 - MEP SERVICES 181.887 1 5 87 01 1 3 2 09 2 4 1 4 ST A FF A R E A T OTA L M IS CE LLA N E OU S D I N IN G BL O CK A T W A R A N G A L G R O U N D FL O OR T OTA L A R E A T OTA L T OTA L T OTA L K I TC H EN D I N IN G 1 - DINING AREA (INCLUSIVE OF SOUTH SIDE LOBBY) 22186.883 - BALCONIES 96.874 2 2 28 3 7 5 7 2 SE R VI CE S TA I R CA S E 1 4 0 7 92 3 - PLATE DROP 573.667 - PLATE WASH 967.166 - SERVING AREA 560.12 - FURNITURE STORE 162.085 2 2 63 . 03 8 4 - RIGHT WING 716.227 - LEFT WING 654.516 1 3 70 74 3 5 - CUTOUTS -3940.401 - MEP SERVICES -196.558 - EXTERNAL PROJECTIONS 827.821 4 9 64 78 2 6 88 6 1 5 1 1 - TERRACE SLAB 4756.223 - SKYLIGHT 3901.7 - NORTH LIGHT 22781.015 3 1 43 8 9 3 8 5 8 97 8 5 6 5 T OTA L A R E A (G F+ FF ) T OTA L T ER R A C E M IS CE LLA N E OU S T OTA L A R E A T ER R A C E F LO O R T OTA L A R E A T OTA L T OTA L T OTA L D I N IN G K I TC H EN T OIL E TS T OTA L FI R S T F LO OR
Hostel Block
15
Presentation view of Boys hostel room
Boys hostel room - Furniture layout with corresponding RCP Layout
16 D2 bed 36" x 75" 914 x 1905 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 914 x 610 914 x 610 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 1219 x 686 48''x27'' 914 x 610 W1 2970 site dim. 6210 site dim. D2 bed 36" x 75" 914 x 1905 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 914 x 610 914 x 610 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 1219 x 686 48''x27'' 914 x 610 W1 2970 site dim. 6210 site dim. D2 bed 36" x 75" 914 x 1905 bed 36" x 72" 914 x 1829 914 x 610 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 1219 x 686 48''x27'' 914 x 610 914 x 610 1219 x 686 48''x27'' W1 2970 site dim. 6210 site dim. 4877 5867 2134 3962 6096 5791 4267 2819 2819 D2 bed 36" x 75" 914 x 1905 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 914 x 610 914 x 610 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 1219 x 686 48''x27'' 914 x 610 W1 2970 site dim. 6210 site dim. D2 bed 36" x 75" 914 x 1905 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 914 x 610 914 x 610 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 1219 x 686 48''x27'' 914 x 610 W1 2970 site dim. 6210 site dim. D2 bed 36" x 75" 914 x 1905 bed 36" x 72" 914 x 1829 914 x 610 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 1219 x 686 48''x27'' 914 x 610 914 x 610 1219 x 686 48''x27'' W1 2970 site dim. 6210 site dim. 4877 5867 2134 3962 6096 5791 4267 2819 2819 Split AC 1200 1200 EQ EQ 1545 2615 2550 2550 Split AC 1200 1200 EQ EQ 2615 2550 2550 Split AC 1200 1200 EQ EQ 2615 2550 2550 Option 1
Option 2 Option 3
DETAIL B
DETAIL A
38mmx38mm box section as horizontal member
8mm dia rod as vertical member at 100mm c/c
2mm thick base plate embedded within plaster
8mm dia rod as vertical member at 100mm c/c
2mm thick base plate embedded within plaster
DETAIL A - SCALE 1:5
200mm thick Beam
ELEVATION
DETAIL C
SECTION - SCALE 1:25
38mmx38mm box section as horizontal member
8mm dia rod as vertical member at 100mm c/c
DETAIL B - SCALE 1:5
12mm thick smooth internal cement plaster finished in putty and paint of shade as approved by the architect
2mm thick base plate embedded within plaster
150mm thick Slab
DETAIL C - SCALE 1:5
17 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE SHEET SIZE: PROJECT: SRU - BOYS HOSTEL BLOCK 02 DRAWING TITLE: FOR REFERENCE GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES:
RAILING
THE CONNECTOR OPENING A101 01-11-2022 SPECIFIC NOTES / LEGEND: R3 DD-MM-YY All structural dimensions shall be referred as per Consultants' drawings. A2 1:25,1:5 R0 DD/YY/MM This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which it has been loaned. ARCHITECT: PMC: S.R. University, Warangal STRUCTURAL: CLIENT: R2 DD-MM-YY All structural dimensions shall be referred as per Consultants' drawings. R1 DD-MM-YY All structural dimensions shall be referred as per Consultants' drawings. SJK Design Studio LLP, Unit #20, 2nd floor, Devidas Mansion, Boman Kawasji Behram Marg, Colaba, Apollo Bunder, Mumbai 400001 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.comm 150 MM THK AUTOCLAVED AERATED CONC. BLOCKWORK 200 MM THK AUTOCLAVED AERATED CONC. BLOCKWORK P.C.C R.C.C COLUMN/ SHEAR WALLS SYNERGY INFRA Consultants Pvt Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 MEP: Manjunath & Co., No 236 5th Cross, K Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019
STAIRCASE
AT
UP 1 1
EQ EQ
Lowest EGL point to be checked basis the contoured plan to arrive the foundation level
NOTE -
1) To refer to Block 2 column alignment drawing for columns C101-C104 detail
19.12.2022
-
18 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE : SHEET SIZE: PROJECT: S.R. UNIVERSITY, WARANGALBOYS HOSTEL DRAWING TITLE: GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SPECIFIC NOTES / LEGEND: A2 R0 This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which it has been loaned. 302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: STRUCTURAL: MEP: CLIENT: R1 DD-MM-YY Manjunath & Co., No 236 5th Cross, K G Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 SYNERGY INFRA Consultants Pvt Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 1.Column C103 at grid intersection W-7' is the start point to locate all grids and all columns. 2. Columns have been numbered individually and for column sizes, reinforcement typologies refer Structural column schedule for all levels. 3. Refer structural consultants drawings for exact dimensions, depths & typologies of all column foundations- combined or isolated. Foundations shown in this drawing are indicative. 4. For expansion joint detailing and separation of 25mm, refer structural drawings. 5. There are varying NGL levels across the footprint of this building. The lowest NGL shall be considered for ascertaining depth of foundations as per structural drawings. CHECKS:1. Tentative stilt level assigned for Connecter block C4 is 100.8m. Request site team to assess workability of same basis MGRL (made up ground level) being, 100.8m. GOOD FOR CONSTRUCTION GRID AND COLUMN ALIGNMENT OF CONNECTOR BLOCK SRU-BH-CB4-AR-GL-PLN-01
1:100,1:20
BLOCK 2 BLOCK 3 C4 TYPICAL COLUMN DETAIL 1 SCALE 1:20 6310 225 4200 4200 4200 4200 V 7 7' 1' 2' 3' 4' 7 7' 2' 3' 4' V W W 1' START POINT ALIGN ALIGN ALIGN ALIGN C102 C103 C101 C104 C109 C110 C111 C112 C113 C114 DETAIL 2 DETAIL 1 C115 C116 A A BLOCK 2 SECTIONAL ELEVATION AA SCALE 1:20 7' V 100 100 100 25 7 2' W 100 100 100 TYPICAL COLUMN DETAIL 2 AT EXPANSION JOINT SCALE 1:20 CONNECTOR BLOCK PLAN SCALE 1:100 COLUMN NO. EXISTING GROUND LEVEL C103 100.76 C102 100.68 C115 100.49 C116 100.46 C111 100.60 C112 100.50
E.G.L (varies) 2000 100 4'
19 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE : SHEET SIZE: PROJECT: S.R. UNIVERSITY, WARANGALBOYS HOSTEL DRAWING TITLE: GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SPECIFIC NOTES / LEGEND: A2 R0 This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which it has been loaned. 302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: STRUCTURAL: MEP: CLIENT: R1 DD-MM-YY Manjunath & Co., No 236 5th Cross, K G Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 SYNERGY INFRA Consultants Pvt Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 TOP OF PLINTH BEAM AT -200MM BELOW BLOCK 2 MGRL TOP OF PLINTH BEAM AT -875MM BELOW BLOCK 2 MGRL TOP OF PLINTH BEAM AT -350MM BELOW BLOCK 2 MGRL 200MM THK MASONRY SIZE STONE MASONRY RCC COLUMNS/ PLINTH BEAMS P.C.C COLUMN IN ELEVATION BEAM IN ELEVATION STILT FOOTING TOP OF PLINTH BEAM AT +250MM ABOVE BLOCK 2 MGRL FOR REFERENCE PLINTH BEAM ALIGNMENT AND DETAILS OF CONNECTOR BLOCK (C4) SRU-BH-C4-AR-PL-PLN-01 25.11.2022 1:50BLOCK 2 BLOCK 3 C4 SECTION BB - SCALE 1:50 +/-0M MGRL 7' 7 7' 7 1' 1' 2' 2' 3' 3' 4' 4' W V V W 225 4200 4200 4200 4200 6310 A A C C B B C102 C103 C104 C109 C110 C111 C112 C113 C114 C115 C116 C101 BLOCK 3 BLOCK 2 101.50M PLINTH F.F.L 100.90M PLINTH F.F.L 7' 7 1' 2' 3' 4' Plinth Beam 101.50M PLINTH F.F.L (varies) EGL 100.90M PLINTH F.F.L Plinth Beam 101.05M BLOCK 2 M.G.R.L 100.45M BLOCK 3 M.G.R.L C116 C114 C112 C110 C102 C101 BLOCK 2 BLOCK 3 SECTION AA - SCALE 1:50 SECTION CC - SCALE 1:50 STILTS PLAN - SCALE 1:50 W V (varies) RAMP (varies) EGL Plinth Beam (varies) DETAILS AS PER LANDSCAPE CONSULTANTS C115 C116 W V (varies) RAMP (varies) EGL Plinth Beam (varies) DETAILS AS PER LANDSCAPE CONSULTANTS C111 C112
20 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE : SHEET SIZE: PROJECT: S.R. UNIVERSITY, WARANGALBOYS HOSTEL DRAWING TITLE: GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SPECIFIC NOTES / LEGEND: A2 R0 This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which it has been loaned. 302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: STRUCTURAL: MEP: CLIENT: R1 DD-MM-YY Manjunath & Co., No 236 5th Cross, G Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 SYNERGY INFRA Consultants Pvt Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 200MM THK MASONRY SIZE STONE MASONRY RCC COLUMNS/ PLINTH BEAMS/ SHEAR WALLS P.C.C COLUMN IN ELEVATION DOWNSTAND BEAM 300MM X 100MM FERROCONCRETE MULLION IN BALCONIES AS PER STRUCTURAL DETAIL SUNK SLAB OF 100 MM IN BALCONY SUNK SLAB OF 450 MM IN BEHIND BALCONY SLAB CS1 300X450MM CUTOUT IN SLAB FOR REFERENCE SLAB BEAM ALIGNMENT AND DETAILS OF CONNECTOR BLOCK (C4) SRU-BH-C4-AR-PL-PLN-01 02.12.2022 1:50,1:25FIRST SLAB PLAN - SCALE 1:50 C102 C103 C104 C109 C110 C111 C112 C113 C114 C115 C116 C101 300 100 300 100 300 100 1200 1200 1050 2100 1050 1050 2100 1050 ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN 100 300 100 300 2100 2100 A A B B BLOCK 3 CONNECTOR BLOCK 4 104.80M F.F.L 104.20M F.F.L 7' 7 7' 7 1' 1' 2' 2' 3' 3' 4' 4' W V V W 225 4200 4200 4200 4200 6310 U U CS1 CS1 6310 2300 CS1 ALIGN ALIGN BLOCK 2 BLOCK 3 C4 100MM SUNK 450MM SUNK ROOM BALCONY 104.80M F.F.L 104.15M SUNK BOTTOM NOTE : 1)
SRU-BH-B2-AR-FF-PLN01
Balcony details W SECTION AA - SCALE 1:25 SB3 SB3 SB3 SB3 C103 C104 C109 C111 C113 C115 ALIGN ALIGN 7' 7 1' 2' 3' 4' W W 300 100 300 100 300 100 1200 1050 2100 1050 CS1 CS1 SECOND SLAB PLAN - SCALE 1:50 104.80M F.F.L 104.20M F.F.L CB4 BLOCK 3 4' 300 150 SECTION BB - SCALE 1:25
Refer sheet number
for all
CONNECTOR BLOCK (C4) SRU-BH-C4-AR-FF-PLN-02
-
21 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE : SHEET SIZE: PROJECT: S.R. UNIVERSITY, WARANGALBOYS HOSTEL DRAWING TITLE: GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SPECIFIC NOTES LEGEND: A2 R0 This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which it has been loaned. 302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: STRUCTURAL: MEP: CLIENT: R1 DD-MM-YY Manjunath Co., No 236 5th Cross, G Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 SYNERGY INFRA Consultants Pvt Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 1. Beam depth to be referred to from the Structural drawings. Location of beam to be referred from this drawing. 2. MEP services shown are indicative, details of the same to be referred from Synergy's drawing. 3. All cut-out and shaft details to be read in conjunction with MEP and structural drawings given. LEGEND FOR FIXTURES SB BOTTOM AT 1200MM SB BOTTOM AT 900MM SB BOTTOM AT 150MM 200MM THK MASONRY SIZE STONE MASONRY RCC COLUMNS/ PLINTH BEAMS/ SHEAR WALLS P.C.C 300MM X 100MM FERROCONCRETE MULLION IN BALCONIES AS PER STRUCTURAL DETAIL SLAB 200MM X 200MM FERROCONCRETE MULLION IN CORRIDOR AS PER STRUCTURAL DETAIL NOTESGOOD FOR CONSTRUCTION FIRST FLOOR MASONRY OF
29.11.2022
FIRST FLOOR PLAN - SCALE 1:50 ODU BALCONY 01 BALCONY 02 BALCONY 03 BALCONY 04 ODU W2 W2 W2 W2 W2 W2 W6 W6 W6 D5 CS1 CS1 W1 W1 W1 W1 OP3 OP3 OP5 OP6 OP6 bed 36" x 75" 914 x 1905 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 914 x 610 914 x 610 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 1219 x 686 48''x27'' 914 x 610 D2 D2 D2 D2 bed 36" x 75" 914 x 1905 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 914 x 610 914 x 610 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 1219 x 686 48''x27'' 914 x 610 bed 36" x 75" 914 x 1905 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 914 x 610 914 x 610 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 1219 x 686 48''x27'' 914 x 610 bed 36" x 75" 914 x 1905 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 914 x 610 914 x 610 bed 36" x 72" 914 x 1829 1219 x 686 48''x27'' 1219 x 686 48''x27'' 914 x 610 SB2 SB2 SB2 SB1 SB3 C-SB1 SB3 SB2 SB2 SB2 SB1 SB2 SB2 SB2 SB1 SB3 SB2 SB2 SB2 SB1 SB3 C-SB1 7' 7' 1' 1' 2' 2' 3' 3' 4' 4' W V V W 4200 4200 4200 4200 6310 C102 C103 C109 C110 C111 C112 C113 C114 C115 C116 1100 800 905 2100 2100 ALIGN TO COLUMN EQ EQ 2600 2200 1000 ALIGN TO COLUMN ALIGN TO COLUMN ALIGN 900 EQ EQ ALIGN TO COLUMN EQ EQ 2600 2200 1000 900 ALIGN TO COLUMN EQ EQ 2600 2200 1000 900 ALIGN TO COLUMN EQ EQ 2600 2600 1000 900 EQ EQ EQ EQ EQ EQ EQ EQ 300 ALIGN ALIGN 700 700 1650 1650 750 750 1650 1000 BLOCK 2 BLOCK 3 C4 NOTE 1) Refer to drawing
masonry
in the balcony of the upper floors DOOR SCHEDULE WINDOW SCHEDULE Note: Door D5 applicable when ODU shafts are installed OP3 OP3 OP5 OP6 OP6 1219 x 686 48''x27'' D2 D2 D2 D2 1219 x 686 48''x27'' 1219 x 686 48''x27'' 1219 x 686 48''x27'' SB2 SB1 C-SB1 SB2 SB1 SB2 SB1 SB2 SB1 C-SB1 C102 C110 C112 C114 C116 2100 2100 EQ EQ EQ EQ EQ EQ EQ EQ ALIGN ALIGN 7' 7' 1' 1' 2' 2' 3' 3' 4' 4' V V 4200 4200 4200 4200 1000 1650 750 750 1650 1650 750 700 SECOND FLOOR PLAN - SCALE 1:50 DOOR TYPE FIN. OPENING SIZE (MM) WIDTH LENGTH LOCATION NOS. D2 1000 2100 Rooms 4 D5 1000 2400 ODU shaft at balcony 1 TOTAL 5 WINDOW TYPE FIN. OPENING SIZE (MM) WIDTH LENGTH LOCATION NOS. W1 1800 2100 Rooms 4 W2 1000 600 Room balconies 6 W6 600 600 ODU balconies 3 TOTAL 13 OPENING SCHEDULE OPENING TYPE FIN. OPENING SIZE (MM) LENGTH LOCATION NOS. O3 600 Corridor end wall at 1250MM 2 O5 600 1 O6 2400 2 TOTAL 5 HEIGHT 600 3100 3100 Corridor end wall Corridor end wall
1:50,1:100
SRU-BH-C4-AR-ELV-01 for the
details
NOTE1) ALL CONDUITS AT THE CONNECTOR BLOCK C4 TO BE TERMINATED AT THE DISTRIBUTION BOX OF BLOCK 3 AS PER SYNERGY.
FIRST FLOOR RCP OF CONNECTOR BLOCK (C4)
SRU-BH-C4-AR-FF-PLN-01A
22 KEY PLAN SCALE: DATE OF REVISION: DATE OF ISSUE: DRAWING NO: REV NO: PURPOSE : SHEET SIZE: PROJECT: S.R. UNIVERSITY, WARANGALBOYS HOSTEL DRAWING TITLE: GENERAL NOTES: 1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution. REVISION NOTES: SPECIFIC NOTES LEGEND: A2 R0 This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than that for which it has been loaned. 302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. 022-2309 0983 email: design @sjkarchitect.com ARCHITECT: STRUCTURAL: MEP: CLIENT: R1 DD-MM-YY Manjunath Co., No 236 5th Cross, G Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore 560 019 SYNERGY INFRA Consultants Pvt Ltd., 25, Old Mumbai Hwy, Jayabheri Pine Valley, Gachibowli, Hyderabad, Telangana 500032 RECESSED LIGHT FIXTURE IN FALSE CEILING AREAS (15W) 1. Beam depth to be referred to from the Structural drawings. Location of beam to be referred from this drawing. 2. MEP services shown are indicative, details of the same to be referred from Synergy's drawing. 3. All cut-out and shaft details to be read in conjunction with MEP and structural drawings given. LEGEND FOR FIXTURES WALL LIGHT FOR STUDY AREA IN ROOMS (12W) Split AC HIGH WALL SPLIT AC UNIT SB BOTTOM AT 1200MM SB BOTTOM AT 900MM SB BOTTOM AT 150MM WIFI ACCESS POINT IN CEILING W SB of Legrande Myrius with backbox size 62mm. Note that the internal walls are 100mm thk walls, strengthening required for stabilizing the area around the backbox. 140MM DIA SURFACE MOUNTED LIGHT IN NON FALSE CEILING AREA AT BALCONY (15W) GOOD FOR CONSTRUCTION
FIRST FLOOR PLAN - SCALE 1:50 ODU BALCONY 01 BALCONY 02 BALCONY 03 BALCONY 04 ODU W2 W2 W2 W2 W2 W2 W6 W6 W6 D5 CS1 CS1 W1 W1 W1 W1 OP3 OP3 OP5 OP6 OP6 D2 D2 D2 D2 Split AC 1200 1200 EQ EQ 2600 2550 2550 2200 1000 900 1000 1000 SB2 SB2 SB2 SB1 CL2 CL2 CL2 SB3 CL2 SB3 CL2 SB3 CL2 Y Y/4 Y/4 Y/2 SB3 Y/4 Y/4 Y/4 Y/4 EQ 100 C-SB1 W Y EQ Y Y/4 Y/4 Y/2 Y/4 Y/4 Y/4 Y/4 EQ 100 C-SB1 W Y EQ Split AC 1200 1200 EQ EQ 2600 2550 2550 2200 1000 900 1000 1000 SB2 SB2 SB2 SB1 Split AC 1200 1200 EQ EQ 2600 2550 2550 2200 1000 900 1000 1000 SB2 SB2 SB2 SB1 Split AC 1200 1200 EQ EQ 2600 2550 2550 2600 1000 900 1000 1000 SB2 SB2 SB2 SB1 7' 7' 1' 1' 2' 2' 3' 3' 4' 4' W V V W 4200 4200 4200 4200 6310 B B A A C102 C103 C109 C110 C111 C112 C113 C114 C115 C116 1200 1050 2100 1050 1050 2100 1050 2100 2100 BLOCK 2 BLOCK 3 C4 FIRST FLOOR - SB SCHEDULE Main switch at the Rooms R-SB1 1200mm 1 Near study table R-SB2 900mm - Balcony R-SB3 1200mm 1 Switch Board Location Bottom of Switch Plate Light circuits Power AC Module configuration 1 no. 5/15Amp convertible socket 1 2 no.s 5/15Amp convertible socket - 1 1 no. 5/15Amp convertible socket C-SB1 Corridor - 150mm2 no. 5/15Amp convertible socket ODU AC ODU +3.75M (104.80M) FIRST FLOOR F.F.L +7.05M (108.10M) SECOND FLOOR F.F.L +6.4M (107.45M) BEAM V W FN CL1 FN FN Split AC +3.75M (104.80M) FIRST FLOOR F.F.L +7.05M (108.10M) SECOND FLOOR F.F.L +6.4M (107.45M) BEAM 3' 2' SECTION AA- SCALE 1:50 SECTION BB - SCALE 1:50
29.11.2022 1:50,1:25 -
West Elevation Option 1 – With continuous balcony throughout longer connector
East Elevation Option 1
23
Block 4 CB9 Block 3 CB4 Block 2 CB3 Block 5
Block 4 CB9 Block 3 CB4 Block 2 Block 5 CB3
24
Presentation view of Boys hostel room
Sports Complex
Sports complex column typology and views.
25
Lime Plaster - Material Study
Lime plaster is a mixture of traditional lime, sand and water. It may also contain a reinforcement fibre such as animal hair which can serve to strengthen the material and bind it tightly to the underlying structure.
Lime plaster is breathable, It allow moisture to escape and evaporate from the structure and it effectively draws moisture out from the structure due to its capillary properties.
Types of Lime Plaster
There are three types of lime plaster:
Hydraulic Lime Plaster (Water Lime, Hydraulic)
Made with hydraulic lime, this will set in damp conditions and may be required in extremely damp conditions such as cellars where a non-hydraulic lime plaster would not carbonate
sufficiently. Hydraulic lime plaster is less fatty than other lime plasters and may require more effort to apply to laths and ceilings. However, it cures in around 90 days (typically) which means it can be painted with a breathable coating much sooner than other lime plasters.
Scratch Coat
The scratch coat is the first coat applied to the substrate, this could be bare masonry or laths. It is made with a coarse aggregate to leave a rough surface, this is then heavily scratched (hence the name scratch coat). The rough scratched finish provides a good key for the following coat to adhere.
Float Coat / Brown Coat
The float coat (also known as brown coat) is applied on top of the scratch coat and is also made with a coarse aggregate. The surface is ruled to a relatively flat finish and is scratched lightly to leave a key for the finish coat.
Finish Coat
The finish coat is the final, visible surface. It’a purpose is decorative and is made with a fine aggregate to produce a smoother, flatter finish.
A traditional lime plasterer applies the scratch coat with a steel trowel. The scratches provide a key for the next coat which is applied after the recommended drying time.
Key for first coat
A plaster won’t bond well to smooth or dense surfaces. It may be necessary to provide a suitable key for the first coat - there are several techniques at your disposal.
Raking out
Where masonry is reasonably porous, a sufficient key may be established by raking out joints. At least every other course of brickwork would be raked out. This may not be adequate for larger units of dense masonry.
Key coat
Key coat (also known as a “stipple coat” or “slurry coat”) is a product we sell separately on request.
Non-Hydraulic Lime Plaster (Air Lime, Non-Hydraulic)
Made with non-hydraulic lime, commonly known as lime putty. This plaster is extremely soft and flexible, perfect for conservation of delicate masonry. It sets very slowly by carbonation and typically cures in around 12 months. Non-hydraulic lime plaster can stay wet indefinitely in damp conditions where there is no opportunity to carbonate. However, it is quite “fatty” and therefore sticky, it is easier to apply to ceilings and laths.
Lime plasters are always applied and built up in thin layers called coats, the traditional three coat system is the recommended method:
Lath and plaster walls. Lime plaster is typically applied to timber laths which provide a strong key and help to gauge the material keeping it relatively even.
Lime plaster finish coat, finished with a wooden or plastic float to produce a relatively smooth and even finish.
26
34 shamil hameed ar.shamilhameed@gmail.com I +91 79961 91242
