Siddhesh Sanjay Bhatkhale
+919834343673
siddheshbhatkhale@gmail.com donnie_d_smart
pawan nagar, cidco, nashik
EDUCATION
May 2017 L.V.H. Hire vidyalaya savatanagar, nashik SSC
May 2019 R. Y. K. college of science, nashik HSC
Present N.D.M.V.P’s college of architecture, nashik 4th Year B.Arch (Web Secretary of ‘Aarohan’ students committee)
LANGUAGES
Marathi
Hindi
English
COMPITITION
NASA ANDC
64MSL-63
NDTA
Maharashtra Pavillion
DOCUMENTATION
Holistic approach in traffic management and tourism development of nashik
2019 Mudhari, Jabalpur, Madhya Pradesh
2020 Mohadi, Dindori, Nashik
SOFTWARE SKILLS
Drafting and modeling
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Powerpoint Excel Word
Rendering Adobe
Sketchup Autocad Revit Twinmotion Lumion V-ray Photoshop Illustrator Aftereffects Indesign
Ms office
Working
Competitions
Miscellaneous
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p-6 p-16 p-26 p-34 p-40 p-44 The
The
office
The Rise Mass housing at Nashik
Torque Business hotel at Kolkata
Fate Architects residence and
Drawings
“The Rise”
Mass housing at Nashik
Residential spaces play an important role in the success of any town and its inhabitants. They become the foundation to which those living and visiting in the area come together and communicate. Mass Housing is the necessity to accommodate today’s urban housing need considering rapid urban growth for future.
The major emphasis with this project is on Nashik Town and its culture and community, as well as giving the town a name for itself. This will be done by designing a space that will have the elements to bring a community together by embracing the culture and the history in the area, as well as giving the town the adequate amenities it needs to be successful. By doing this, the community will have the right ingredients to get outside and enjoy multifunctional spaces nearby, instead of traveling in their vehicles outside of the town, and living in an unsustainable way.
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“The Torque”
Buisness hotel at Kolkata
Since the time of Britishers, Kolkata has been an important commercial and financial center and continues to be so. Each year a large number of people fly to Kolkata for business meetings and other business trips. Thus a business hotel is being proposed.
Business or commercial Hotels: Designed to cater to the business traveller, commercial hotels are generally situated in the city centre. These hotels provide high standard rooms and amenities situated in the city centre. These hotels provide high standard rooms and amenities, along with high speed internet connectivity, business centres, and conference halls. They also provide in-house secretarial services, as well as facilities such as letter drafting, typing, and fax and photocopying of documents for the convenience of their guests. The guest amenities at commercial hotels may include complimentary newspapers, morning coffee, cable television and access to channelled music and movies. The duration of guest stay is generally very short at these hotels. The occupancy level is higher during the weekdays and slightly lower during weekends. These hotels are also known as downtown hotels.
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“The Fate”
Architect’s residence and office
A house is to be designed for an elite urban family in the city. The father is a working professional – an architect aged 45. The mother also works with him and both are in same profession. Their son is 15 years old while the younger daughter is 13 years old.
The parents have busy lifestyle due their demanding profession. They hardly find time on the weekdays for their kids. The grandfather is a retired commissioner of police. The grandfather lives a disciplined retired life with his exercise routine and diet. The grandmother has developed into a religious person post retirement and has a social life revolving around the same. They both are attached to their grandchildren.The father and the daughter duo are into sports and love trekking and travelling. Outdoors is a place for them. The son is an avid reader like his mother. He is outspoken and has many friends. The mother loves to explore her culinary skills with her family in a relaxed frame of mind. This close knit family is introvert and loves to spend time with each other.
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Working Drawings
p-34 0 1 2 3 4 5 9 6 7 C1 230×450 C2 450×230 C3 450×230 450×230 C7 450×230 C5 450×230 C25 450×230 C21 450×230 C20 450×230 C24 230×450 C26 450×230 C18 450×230 C17 450×230 C16 450×230 C15 450×230 C12 450×230 C11 450×230 450×230 C9 450×230 C6 C4 230×450 C14 230×450 C13 230×450 C27 230×450 C22 230×450 C23 450×230 C19 230×450 C10 C8 230×450 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:50 EXHIBITION CENTER SPECIFICATION WORKING DRAWING-II 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. STAMP NOTES SUBJECT TITLE : FOR : MR. KEY PLAN SIGN CENTER LINE PLAN 2/ 15 NORTH ROLL NO: NAME 06 SIDDHESH BHATKHALE REVISIONS REVISION DATE DISCRIPTION NAME 27208 27208 +/- 0 START FACE 0 +225 C1,C4 B +4580 C7,C6,C5 C +4690 C8 D +6615 C9,C10,C11,C12,C13 E +9027 C19 F +11435 C18,C17,C16,C15,C14 G +13435 C21, C22, C23 H +13550 C20 +115 C2,C3 A 8 +17825 C27,C24 J +17935 C26,C25 K +18050 END FACE L +/0 START FACE 0 +16887 C14,C13 6 +19490 C23,C5 7 +19600 C24,C4 8 +19715 END FACE 9 +14154 C3,C6,C12,C15,C22,C25 5 +10692 C16,C11 4 +6445 C26,C21,C17,C10,C7,C2 3 +2075 C18,C9 2 +115 C27,C20,C19,C8,C1 1 0 A B C D E J G H F I K L COLUMN NUMBER COLUMN SIZE C1,C2,C3,C4,C5, C6,C7,C8,C9,C10, C11,C12,C13,C14, C15,C16,C17,C18, C19,C20,C21,C22, C23,C24,C25,C26, C27 230 X 450 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. SHOULD BE STRICTLY FOLLOWED. 7. BEARING CAPACITY OF SOIL= /SQ.FT 8. CONCRETE MIX SHOULD BE M-20 9. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING 10 PROPER STRUTTING SHOULD BE DONE TO THE ADJOINING BUILDING. GB1 GB2 GB3 GB13 GB12 GB11 GB10 GB9 GB8 GB7 GB6 GB5 GB4 PB1 PB2 PB3 PB4 PB5 PB6 PB9 PB10 PB12 PB14 PB18 PB20 PB17 PB16 PB15 PB8 PB7 PB11 PB13 PB19 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:50 INTRPRETATION CENTER SPECIFICATION WORKING DRAWING-II 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. STAMP NOTES SUBJECT TITLE : FOR : MR. KEY PLAN SIGN FOUNDATION PLAN 3/ 15 NORTH ROLL NO: NAME 06 NAME SIDDHESH BHATKHALE REVISIONS REVISION DATE DISCRIPTION NAME GROUND LEVEL P.C.C. M20 FOOTING COVER 50 MM 16 MM DIA MAIN STEEL 40MM COVER EXCAVATION LINE 150MM MURUM FILLING 300MM RUBBLE SOLING 50 MM SAND 100MM RCC LAYER EXCAVATION LINE GROUND BEAM BEAM BOTTOM 12MM MAIN STEEL 25 MM COVER BEAM BOTTOM 12MM MAIN STEEL 25 MM COVER PLINTH BEAM GROUND LEVEL P.C.C. M20 FOOTING COVER 50 MM 16 MM DIA MAIN STEEL 40MM COVER EXCAVATION LINE 150MM MURUM FILLING 300MM RUBBLE SOLING 50 MM SAND 100MM RCC LAYER EXCAVATION LINE INTERNAL COLUMN FOUNDATION EXTERNAL COLUMN FOUNDATION SCALE =1:20 SCALE =1:20 900 1200 300 200 600 1200 900 200 150 600 1500 1500 D FOOTING SIZE 900 X 1200 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. RCC STRUCTURE IS FOR GROUND+1 FLOOR. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. THE LENGTH AND WIDTH OF COLUMN AS PER GIVEN IN TABLE SHOULD BE STRICTLY FOLLOWED. 7. BEARING CAPACITY OF SOIL= /SQ.FT 8. CONCRETE MIX SHOULD BE M-20 9. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. 10 PROPER STRUTTING SHOULD BE DONE TO THE ADJOINING BUILDING. C1 230×450 C2 450×230 C3 450×230 450×230 C7 450×230 C5 450×230 C25 450×230 C21 450×230 C20 450×230 C24 230×450 C26 450×230 C18 450×230 C17 450×230 C16 450×230 C15 450×230 C12 450×230 C11 450×230 450×230 C9 450×230 C6 C4 230×450 C14 230×450 C13 230×450 C27 230×450 C22 230×450 C23 450×230 C19 230×450 C10 C8 230×450 0 1 2 3 4 5 9 6 7 +/- 0 START FACE 0 +225 C1,C4 B +4580 C7,C6,C5 C +4690 C8 D +6615 C9,C10,C11,C12,C13 E +9027 C19 F +11435 C18,C17,C16,C15,C14 G +13435 C21, C22, C23 H +13550 C20 +115 C2,C3 A 8 +17825 C27,C24 J +17935 C26,C25 K +18050 END FACE L +/0 START FACE 0 +16887 C14,C13 6 +19490 C23,C5 7 +19600 C24,C4 8 +19715 END FACE 9 +14154 C3,C6,C12,C15,C22,C25 +10692 C16,C11 4 +6445 C26,C21,C17,C10,C7,C2 +2075 C18,C9 2 +115 C27,C20,C19,C8,C1 1 0 A B C D E J G H F I K L COLUMN NUMBER C1,C2,C3,C4,C5, C6,C7,C8,C9,C10, C11,C12,C13,C14, C15,C16,C17,C18, C19,C20,C21,C22, C23,C24,C25,C26, C27 GB1 GB2 GB3 GB13 GB12 GB11 GB10 GB9 GB8 GB7 GB6 GB5 GB4 PB1 PB2 PB3 PB4 PB5 PB6 PB9 PB10 PB12 PB14 PB18 PB20 PB17 PB16 PB15 PB8 PB7 PB11 PB13 PB19
p-35 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:50 WORKING DRAWING-II STAMP SUBJECT TITLE : FOR : MR. SIGN GROUND FLOOR PLAN 4/ 15 NORTH ROLL NO: NAME 06 SIDDHESH BHATKHALE REVISIONS REVISION DATE DISCRIPTION NAME SCHEDULE OF OPENING DOOR SYMB. SIZE LINTEL NO.S WINDOW AND VENTILATOR SYMB. SIZE SILL LINTEL NO.S W 2000X1100 900. 7 D1 1800X2100 2100. 1 D2 900X2100 2100. 3 D3 750X2100 2100. 1 2100. D4 1800X2100 2100. 7 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. SHOULD BE STRICTLY FOLLOWED. 7. BEARING CAPACITY OF SOIL= /SQ.FT 8. CONCRETE MIX SHOULD BE M-20 9. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. 10 PROPER STRUTTING SHOULD BE DONE TO THE ADJOINING BUILDING. SPECIFICATION 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. NOTES KEY PLAN INTRPRETATION CENTER UP +600 +/-0 UP 1 2 25 3 4 5 6 7 8 9 14 24 23 22 21 19 18 17 16 15 13 12 11 10 8605 19735 18770 19735 18770 T-300 R-150 1 2 3 4 T-300 R-150 D1 D4 2713 3430 3395 2713 5450 UP 1 2 3 4 D3 D3 W W1 W1 1340 4390 1500 2134 1500 4950 5300 13765 4950 4230 11940 EQ EQ 1700 4720 4570 600 150 600 1555 2347 7020 600 600 1418 3609 7411 600 640 3360 1246 3475 3515 2810 4265 4215 6315 4215 6310 1260 3273 EQ EQ 1235 3100 1000 900 4265 3230 2575 440 640 2605 1895 1090 890 1090 890 1415 1200 1090 468 468 1090 166 1370 EQ EQ DN 1 2 3 8070 7770 7470 3370 3970 4570 790 6280 1455 2265 805 250 EQ 2700 EQ ENTRANCE LOBBY KITCHEN 5300 X 4950 CAFE 1365 X 4950 OPEN TO SKY COURTYARD 8070 x 4570 DISPLAY GALARY 6310 X 4215 ART GALLERY 6315 X 4215 WOMEN'S TOILET MEN'S TOILET C1 C2 C3 C7 C5 C25 C21 C20 C24 C26 C18 C17 C16 C15 C12 C11 C9 C6 C4 C14 C13 C27 C22 C23 C19 C10 C8 1800 WIDE PASSAGE 1800 WIDE PASSAGE 600 600 1200 565 75 985 300 805 1275 980 560 600 A A' 0 1 2 3 4 5 9 6 7 +/- 0 START FACE 0 +225 C1,C4 B +4580 C7,C6,C5 C +4690 C8 D +6615 C9,C10,C11,C12,C13 E +9027 C19 F +11435 C18,C17,C16,C15,C14 G +13435 C21, C22, C23 H +13550 C20 +115 C2,C3 A 8 +17825 C27,C24 J +17935 C26,C25 K +18050 END FACE L +/0 START FACE 0 +16887 C14,C13 6 +19490 C23,C5 7 +19600 C24,C4 8 +19715 END FACE 9 +14154 C3,C6,C12,C15,C22,C25 5 +10692 C16,C11 4 +6445 C26,C21,C17,C10,C7,C2 3 +2075 C18,C9 2 +115 C27,C20,C19,C8,C1 1 0 A B C D E J G H F I K L 1315 1535 1535 1325 1 2 3 DN V 500X750 1350. 5 2100. W1 2000X1100 900. 3 2100. B B' 166 429 429 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:50 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. RCC STRUCTURE IS FOR GROUND+1 FLOOR. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. THE LENGTH AND WIDTH OF COLUMN AS PER GIVEN IN TABLE SHOULD BE STRICTLY FOLLOWED. 7. BEARING CAPACITY OF SOIL= /SQ.FT 8. CONCRETE MIX SHOULD BE M-20 9. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. 10 PROPER STRUTTING SHOULD BE DONE TO THE ADJOINING BUILDING. SPECIFICATION WORKING DRAWING-II 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. STAMP NOTES SUBJECT TITLE : FOR : MR. KEY PLAN SIGN SECTIONS 8/ 13 NORTH ROLL NO: NAME 06 SIDDHESH BHATKHALE REVISIONS REVISION DATE DISCRIPTION NAME SCHEDULE OF OPENING DOOR SYMB. SIZE LINTEL NO.S WINDOW AND VENTILATOR SYMB. SIZE SILL LINTEL NO.S W 2000X1100 900. 1. D1 900X2100 2100. 3. D2 750X2100 2100. 2. D3 4000X2100 2100. 1. V 500X650 1450. 2. 2100. 2100. L 2000X1500 650 1. 2100. W1 1500X1100 1. 2100. 900. INTRPRETATION CENTER 900 600 1200 2430 1200 2540 910 900 3600 3600 300 1360 3600 3760 1890 910 310 1420 1 2 4 5 6 7 150 THK RCC TERRACE SLAB 230 THK PARAPET BRICK WALL 100 THK RCC COPING BRICKBAT COBA WATER PROOFING 150 THK RCC STAIRCASE TOP SLAB 230 THK RCC WATER TANK TOP SLAB BRICKBAT COBA WATER PROOFING BRICKBAT COBA WATER PROOFING 230 THK PARAPET BRICK WALL 230 THK PARAPET BRICK WALL LIQUID WATER PROOFING WATER TANK 900 25 THK KOTA TILE NOSING GL 230×750 RCC GROUND BEAM 25 THK SCREED 25 THK KOTA TILE 300 THK DRP 150 THK PCC 25 THK SCREED SKIRTING R-150 M.S. BALUSTERS DIA 20 R-150 COURTYARD 2700 SKIRTING 100 THK RCC SILL 100 THK RCC LINTEL 100 THK RCC CHAJJA DRIP MOULD DIA 30 230×450 RCC BEAM SECTION
W 230 THK BRICK JALI WALL 75 75 5 12 11 16 17 21 22 27 28 32 33 36 40 41 44 45 49 A' A +/-0 GROUND LEVEL +600 PLINTH LEVEL +1500 SILL LEVEL +2700 LINTEL LEVEL +4350 TERRACE LEVEL +8100 STAIRCASE TOP PARAPET LEVEL +9080 WATER TANK PARAPET LEVEL +8770 WATER TANK SLAB LEVEL +7200 STAIRCASE TOP SLAB LEVEL +2700 LINTEL LEVEL +4350 TERRACE LEVEL +5250 PARAPET LEVEL +1500 SILL LEVEL
AA'
p-36 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE VARIABLE 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. RCC STRUCTURE IS FOR GROUND+1 FLOOR. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. THE LENGTH AND WIDTH OF COLUMN AS PER GIVEN IN TABLE SHOULD BE STRICTLY FOLLOWED. 7. BEARING CAPACITY OF SOIL= /SQ.FT 8. CONCRETE MIX SHOULD BE M-20 9. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. 10 PROPER STRUTTING SHOULD BE DONE TO THE ADJOINING BUILDING. SPECIFICATION WORKING DRAWING-II 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. STAMP NOTES SUBJECT TITLE : FOR : MR. KEY PLAN SIGN STAIRCASE DETAILS 14/ 15 NORTH ROLL NO: NAME 06 SIDDHESH BHATKHALE REVISIONS REVISION DATE DISCRIPTION NAME SCHEDULE OF OPENING DOOR SYMB. SIZE LINTEL NO.S WINDOW AND VENTILATOR SYMB. SIZE SILL LINTEL NO.S W 2000X1100 900. 1. D1 900X2100 2100. 3. D2 750X2100 2100. 2. D3 4000X2100 2100. 1. V 500X650 1450. 2. 2100. 2100. L 2000X1500 650 1. 2100. W1 1500X1100 1. 2100. 900. INTRPRETATION CENTER UP 1 2 25 3 4 5 6 7 8 9 14 24 23 22 21 19 18 17 16 15 13 12 11 10 T-300 R-150 4265 C15 C12 1315 1535 1535 1325 C16 C11 4 5 E G 25 THK KOTA TILE M.S. HANDRAIL DIA 50 230 THK BRICK JALI WALL 3600 900 STAIRCASE BLOCK 25 THK KOTA TILE NOSING T-300 R-150 M.S. HANDRAIL DIA 50 M.S. BALUSTERS DIA 20 75 75 7 1 2 3 4 6 5 8 9 12 11 10 13 14 15 16 17 18 19 20 21 22 23 24 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 A A'
AA' 4 5 5 25 THK KOTA TILE NOSSING 130 150 RCC SLAB 25 THK SCREED T-300 R-150 M.S. END POST DIA 50 M.S. BALUSTERS DIA 20 25 THK KOTA TILE 25 THK SCREED 1360 T-300 R-150 PLAN DETAIL AT Y 150 THK RCC TERRACE SLAB 25 THK SCREED 25 THK KOTA TILE 300 THK DRP 150 THK PCC 230×450 RCC BEAM SKIRTING 230 THK BRICK JALI WALL Y Z X M.S. END POST DIA 50 M.S. HANDRAIL DIA 50 DETAIL AT X SCALE 1:25 SCALE 1:15 DETAIL AT Z SCALE 1:15 SCALE 1:10 BISCUIT JOINT BISCUIT JOINT D3 D3 D3 D3 D3 D3 D3 V V V V V 386 3609 6680 2575 440 640 2605 1895 1090 890 1090 890 1415 1200 1090 468 468 1090 165 1370 EQ EQ 790 6280 1455 805 250 WOMEN'S TOILET MEN'S TOILET C1 C2 C7 C8 1200 565 75 985 300 805 1275 980 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:25 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. RCC STRUCTURE IS FOR GROUND+1 FLOOR. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. THE LENGTH AND WIDTH OF COLUMN AS PER GIVEN IN TABLE SHOULD BE STRICTLY FOLLOWED. 7. BEARING CAPACITY OF SOIL= /SQ.FT 8. CONCRETE MIX SHOULD BE M-20 9. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. 10 PROPER STRUTTING SHOULD BE DONE TO THE ADJOINING BUILDING. SPECIFICATION WORKING DRAWING-II 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. STAMP NOTES SUBJECT TITLE : FOR : MR. KEY PLAN SIGN PUBLIC TOILET DETAILS 13/ 15 NORTH ROLL NO: NAME 06 SIDDHESH BHATKHALE REVISIONS REVISION DATE DISCRIPTION NAME SCHEDULE OF OPENING DOOR SYMB. SIZE LINTEL NO.S WINDOW AND VENTILATOR SYMB. SIZE SILL LINTEL NO.S W 2000X1100 900. 1. D1 900X2100 2100. 3. D2 750X2100 2100. 2. D3 4000X2100 2100. 1. V 500X650 1450. 2. 2100. 2100. L 2000X1500 650 1. 2100. W1 1500X1100 1. 2100. 900. INTRPRETATION CENTER 0 1 2 3 0 A B C D D2 340 400 750 V D3 300 D3 D3 D3 A C SECTION AA' FOLDED ELEVATON OF MEN'S TOILET PLAN B' B 245 245 300 415 440 490 360 25 THK SCREED 25 THK KOTA TILE 150 THK RCC TERRACE SLAB 300 THK DRP 150 THK PCC WASH BASIN 230 THK BRICK JALI WALL 600×600 CERAMIC TILE DADO 2100 EARTH TILE DROP GL WASH BASIN WC 150 THK BRICK WALL 600×600 CERAMIC TILE NAHNI TRAP WASTE WATER PIPE DIA 40 GULLY TRAP SOIL PIPE DIA 100 IC CHAMBER 150 THK BRICK WALL
SECTION
SWIMMING POOL
