INTERNSHIP PORTFOLIO | MILAN GUNA by Milan Guna

FOYER 8230 8230 4050 4150 6500 4050 D2 7 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 23 650 277 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 21350 1800 600 150 600 300 500 5550 1 1 50 ELEVATION A1 300 MM WIDE STONE 50 MM WIDE STONE PATTI 20 MM THK. STONE (20 MM DEEP) 0 OPT 2OPT 1 390 390 390 390 5850 5850 2 50 ELEVATION A2 4050 4050 4150 1800 FORMAL LIVING LVL. + 4800 FAMILI SITTING LVL + 4050 GROUND FLOOR LVL ± 0.00 PLINTH LVL. LVL. -300 GROUND LVL. 343 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 450 5550 100 3 1 50 ELEVATION A3 7 FOYER 8035 D2 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 213 82 6500 5550 300 500 600 600 LVL. 4800 FAMILI SITTING LVL 4050 GROUND FLOOR LVL 0.00 PLINTH LVL. LVL. -300 GROUND LVL. 7 1:50 ELEVATION B3 300 MM WIDE STONE 50 MM WIDE STONE PATTI 20 MM THK. STONE (20 MM DEEP) 487 487 OPT 2OPT 219 50 218 6500 6500 6 1 50 ELEVATION B2 FAMILY SITTING DINING 1741 D 300 50 300 20 300 20 300 50 300 20 81 6500 330 115 115 700 680 600 1300 4300 5 1 50 ELEVATION B1 50mm THICK STONE PATTI (20mm DEEP) 20mm THICK STONE OUTSIDE CLADDING 20mm THICK PLASTER 230mm THICK WALL 60mm DRY CLADDING SYSTEM AS PER DETAIL 9 1:10 SECTIONAL PLAN 50 300 40 20 10mm X 10mm GROOVE 20mm THICK STONE 20mm THICK PLASTER 60mm DRY CLADDING SYSTEM AS PER DETAIL 8 1:10 TYPICAL TOP EDGE DETAIL 20mm THICK STONE D11 W D8 D3 D D1 4 1:50 ELEVATION D1 383 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 362 8 20 300 50 300 300 50 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 300 20 300 50 348 8 8550 8410 3500 600 150 500 630 730 3400 1560 2650 230 6320 2650 930 80 680 1300 150 3270 3400 100 1790 2235 2259 585 230 585 3500 3075 4500 2770 40 2550 LVL ± 0.00 PLINTH LVL. LVL. -300 GROUND LVL. LVL. + 4800 FAMILI SITTING LVL + 4050 GROUND FLOOR LVL. + 6200 FOYER AREA LVL. + 8100 FIRST FLOOR 300 MM WIDE STONE 50 MM WIDE STONE PATTI 20 MM THK. STONE (20 MM DEEP) 10mm GROOVE 20mm THICK STONE 20mm THICK PLASTER 60mm DRY CLADDING SYSTEM AS PER DETAIL 10 1:25 TYPICAL WALL CLADDING SECTION LVL. + 4050 GROUND FLOOR 20mm THICK STONE 20mm THICK PLASTER 60mm DRY CLADDING SYSTEM AS PER DETAIL WINDOW AS PER DETAIL 10mm X 10mm GROOVE 20mm THICK STONE 20mm THICK STONE 11 1:10 SECTIONAL PLAN 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: LEGENDS: PLASTER R.C.C BRICK WALL PLANTER OI - 12621 MR. DIPAKBHAI THAKKAR M.G. A1 AS PER M.C Dip STRUCTURAL CONSULTANT JHAVERI THAKKAR RESIDENCE JHAVERI 14.09.22 ENTRY JALI AT AHMEDABAD B.K. FABRICATION DETAIL 14.09.2214.09.22 INDICATED SKYLIGHT DETAIL ASSOCIATES ASSOCIATES

3 1:100 ELEVATION 02 LVL. 1200 ROAD LVL. LVL. 300 GROUND LVL. LVL ± 0.00 PLINTH LVL. LVL + 4050 GROUND FLOOR LVL + 4800 FAMILY SITTING LVL + 8100 FIRST FLOOR LVL + 6200 FOYER AREA LVL. 2900 BASEMENT LVL. DOOR AS PER DETAIL D13 W3 DW2 D11 D9 D11 W2 D9 D D2 ± 0.00 LVL. - 5655 LVL. ± 0.00 LVL. CLADDING AS PER DETAIL CLADDING AS PER DETAIL - 11785 LVL. - 2515 LVL. CLADDING AS PER DETAIL CLADDING AS PER DETAIL - 7255 LVL. - 13855 LVL. - 1605 LVL. - 5955 LVL. - 7255 LVL. CLADDING AS PER DETAIL - 11785 LVL. - 2515 LVL. - 5655 LVL. - 13855 LVL. - 6555 LVL. PLUMBING DUCT ± 0.00 LVL. CLADDING AS PER DETAIL - 11785 LVL. 0.00 LVL. 0.00 LVL. - 2515 LVL. SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER CLADDING AS PER DETAIL CLADDING AS PER DETAIL CLADDING AS PER DETAIL SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER 2 1:100 ELEVATION 01 LVL. 1200 ROAD LVL. LVL. 300 GROUND LVL. LVL ± 0.00 PLINTH LVL. LVL + 4050 GROUND FLOOR LVL + 4800 FAMILY SITTING LVL + 8100 FIRST FLOOR LVL + 6200 FOYER AREA CLADDING AS PER DETAIL DOOR AS PER DETAIL FEATURE WALL AS PER DETAIL CUT-OUT FINS AS PER DETAIL D3 D7 CLADDING AS PER DETAIL CLADDING AS PER DETAIL CLADDING AS PER DETAIL CLADDING AS PER DETAIL CLADDING AS PER DETAIL CLADDING AS PER DETAIL D8 D11 W FINS AS PER DETAIL 0.00 LVL. ± 0.00 LVL. - 4800 LVL. - 4800 LVL. - 4800 LVL. CLADDING AS PER DETAIL - 23090 LVL. - 6830 LVL. - 6830 LVL. - 23090 LVL. - 23090 LVL. + 2930 LVL. 0.00 LVL. - 4800 LVL. -23090 LVL. FABRICATION AS PER DETAIL SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER 4 1:100 ELEVATION 04 LVL. 1200 ROAD LVL. LVL. 300 GROUND LVL. LVL 0.00 PLINTH LVL. LVL + 4050 GROUND FLOOR LVL + 4800 FAMILY SITTING LVL + 8100 FIRST FLOOR LVL + 6200 FOYER AREA W4 - 6230 LVL. FINS AS PER DETAIL ± 0.00 LVL. + 1000 LVL. 0.00 LVL. V3 D1 - 8330 LVL. + 1300 LVL. - 3900 LVL. - 7730 LVL. - 8330 LVL. CLADDING AS PER DETAIL 0.00 LVL. 0.00 LVL. - 1680 LVL. 1000 LVL. CLADDING AS PER DETAIL 0.00 LVL. 0.00 LVL. - 1680 LVL. 1000 LVL. DOOR AS PER DETAIL - 1680 LVL. CLADDING AS PER DETAIL - 1680 LVL. CLADDING AS PER DETAIL - 1680 LVL. DOOR AS PER DETAIL - 1680 LVL. CLADDING AS PER DETAIL CLADDING AS PER DETAIL - 6230 LVL. - 10660 LVL. - 1680 LVL. + 1000 LVL. - 1680 LVL. - 7730 LVL. - 10660 LVL. FEATURE WALL AS PER DETAIL SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER - 1500 LVL. 1 1:100 ELEVATION - 03 D4 - 11740 LVL. DOOR AS PER DETAIL - 4060 LVL. CLADDING AS PER DETAIL ± 0.00 LVL. CLADDING AS PER DETAIL ± 0.00 LVL. D5 - 4060 LVL. - 6760 LVL. D6 CLADDING AS PER DETAIL - 6760 LVL. CLADDING AS PER DETAIL - 6760 LVL. - 6760 LVL. - 4060 LVL. - 1500 LVL. CLADDING AS PER DETAIL - 9260 LVL. CLADDING AS PER DETAIL - 9260 LVL. - 4060 LVL. CLADDING AS PER DETAIL - 4060 LVL. DOOR AS PER DETAIL - 4060 LVL. + 1200 LVL. - 4060 LVL. - 4060 LVL. D4 - 4060 LVL. - 4060LVL. -4060 LVL. SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER SMOOTH PLASTER 6 1:100 SECTION 02 LVL. 1200 ROAD LVL. LVL. 300 GROUND LVL. LVL 0.00 PLINTH LVL. LVL + 4050 GROUND FLOOR LVL + 4800 FAMILY SITTING LVL + 8100 FIRST FLOOR LVL + 6200 FOYER AREA D3 D11 CLADDING AS PER DETAIL CLADDING AS PER DETAIL CLADDING AS PER DETAIL CLADDING AS PER DETAIL FINS AS PER DETAIL DOOR AS PER DETAIL W1 W4 FINS AS PER DETAIL D11 D2 D8 W FINS AS PER DETAIL PERGOLA AS PER DETAIL SMOOTH PLASTER 5 1:100 SECTION 01 D7 D11 D3 W D8 CLADDING AS PER DETAIL CLADDING AS PER DETAIL FINS AS PER DETAIL FINS AS PER DETAIL CLADDING AS PER DETAIL CLADDING AS PER DETAIL CLADDING AS PER DETAIL CLADDING AS PER DETAIL FEATURE WALL AS PER DETAIL FABRICATION AS PER DETAIL CLADDING AS PER DETAIL SMOOTH PLASTER SMOOTH PLASTER 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: LEGENDS: OI - 12621 MR. DIPAKBHAI THAKKAR M.G. A1 M.C Dip STRUCTURAL CONSULTANT JHAVERI THAKKAR RESIDENCE JHAVERI 14.09.22 PLASTER DETAIL B.K. 14.09.2214.09.22 ASSOCIATES ASSOCIATES SMOOTH PLASTER STONE CLADDING(SMOOTH PLASTER)

FABRICATION AS PER DETAIL 3100 150 150 780 780 780 3420 3100 3200 50 50 50 50 FABRICATION JALI 2 1:50 SECTION A 6698 3420 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 325 10 314 10 344 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 175 10 89 3 1:30 JALI IN ELEVATION 1550 50 50 830 230 1549 100 830 R1550 CUT-OUT FABRICATION JALI 1 1:50 JALI PLAN A 6710 325 10 325 325 175 175 175 175 175 10 175 325 325 325 50 X 10 MM METAL PATTI 50 10 MM METAL PATTI 10 10 10 10 10 10 4 1:10 JALI PATTERN DETAIL 12 MM THK TILE BASE COAT LAID TO SLOPE (1:2:4) 20MM THK BEDDING COAT (1:6) PLASTER AS/ SPECIFICATION DRIP MOULD 10 X 10MM 6 MM THK METAL PLATE 12 MM THK TILE BASE COAT LAID TO SLOPE (1:2:4) 20MM THK BEDDING COAT (1:6) PLASTER AS/ SPECIFICATION DRIP MOULD 10 X 10MM 6 MM THK METAL PLATE PROJECTION PROJECTION OPTION 2OPTION 1 575 100 350 575 100 250 150 150 PROJECTION LVL. + 7650 TERRACE LVL. + 8100 SKYLIGHT AS PER DETAIL SKYLIGHT AS PER DETAIL SKYLIGHT AS PER DETAIL PROJECTION LVL. + 7650 SKYLIGHT AS PER DETAIL 1 1:150 TERRACE PLAN 150 6 MM THK TILE 20MM THK. BEADING BASE COAT LAID TO 100 MM THK. B.B.C.C. CHEMICAL WATER COAT (1:6) SLOPE (1:2:4) PROOFING 150 GLASS 20 MM THICK PLASTER GLASS 300 300 2 1:20 SKYLIGHT DETAIL 115 115 115 115 SKYLIGHT AS PER DETAIL SKYLIGHT AS PER DETAIL TERRACE LVL. + 8100 TERRACE LVL. + 8100 TERRACE LVL. + 7650 3 1:250 TERRACE PLAN 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: LEGENDS: PLASTER R.C.C BRICK WALL PLANTER OI - 12621 MR. DIPAKBHAI THAKKAR M.G. A1 AS PER M.C Dip STRUCTURAL CONSULTANT JHAVERI THAKKAR RESIDENCE JHAVERI 14.09.22 ENTRY JALI AT AHMEDABAD B.K. FABRICATION DETAIL 14.09.2214.09.22 INDICATED SKYLIGHT DETAIL ASSOCIATES ASSOCIATES

1675 1675 D D1 D2 D5 D3 D7 DW1 D9 D9 D9 D9 D9 D9 D11 D11 D11 D11 D12 D11 D6 W4 W1 W2 V V3 V3 V1 V1 DW D11 D11 FORMAL LIVING LVL. ± 0.00 POOJA LVL. 0.00 FOYER LVL. ± 0.00 OFFICE LVL. ± 0.00 TOILET LVL. 75 SHOE R. LVL. 0.00 D.B R. LVL. ± 0.00 FAMILY SITTING DINING LVL. 0.00 DRESS TOILET LVL. ± 0.00 C.TOILET LVL. 75 MASTER BED ROOM LVL. 0.00 CHILDREN BED ROOM LVL. ± 0.00 DRESS TOILET LVL. ± 0.00 PLAY ROOM LVL. 0.00 MASTER KITCHEN LVL. ± 0.00 STORE LVL. ± 0.00 CHEF'S KITCHEN LVL. 0.00 DECK LVL. 100 DECK LVL. 100 ENTRY COURT LVL. 100 GARDEN LVL. 300 PARKING LVL. WEST COURT LVL.- 300 DECK LVL.- 100 EAST COURT LVL.- 300 DECK LVL.- 100 KITCHEN DECK LVL.- 100 WASH YARD LVL. 100 PRIVATE GARDEN LVL.- 300 POOJA COURT LVL. 0.00 LVL. 75 PASSAGE LVL. 0.00 PASSAGE LVL. 0.00 PASSAGE LVL. ± 0.00 STAIR CASE LVL. ± 0.00 C4 C7 C3 C2 C1 C6 C8 C5 C11 C10 C9 C13 C12 C15 C16 C14 C18 C17 C20 C19 C23 C22 C21 C29 C28 C27 C26 C25 C24 C32 C31 C30 C38 C37 C36 C35 C34 C33 C40 C39 C41 C45 C44 C43 C42 C48 C47 C46 C52 C51 C50 C49 C54 C53 D9 C13a C11a C29a C30a C48b C48a GLAZING AS PER DETAIL D-FAMILY SITTING DINING 750 9880 D1-PASSAGE 9960 3320 D2-POOJA COURT 5800 5470 SHUTTER 3350 3320 D3-PLAY ROOM OPT 1 2870 3320 2700 3320 D6-MASTER KITCHEN W1-OFFICE SHUTTER SHUTTER 2400 W2-CHEF'S KITCHEN 1200 2720 W4-OFFICE 1740 2720 V-COMMON TOILET 1500 V-1CHILDREN DRESS TOILET 1050 2720 V3-TOILET, D.B.ROOM INSIDE OUTSIDE MASTER BED ROOM SILL LINTEL :- BEAM BOTTOM SHUTTER SHUTTER 1660 1660 1660 1660 2490 1660 1660 1350 1350 SHUTTER SHUTTER SHUTTER SHUTTER SLIDING SHUTTER SLIDING SHUTTER 1647 1647 1647 1647 1647 1647 SHUTTER SHUTTER 1450 1450 1450 1450 D5-CHILDREN BEDROOM Qty-2 nos FIX GLASSFIX GLASS FIX GLASSFIX GLASSFIX GLASSFIX GLASS FIX GLASS 2400 530 2400 1320 SHUTTER 2930 3720 5470 6790 SHUTTER FIX GLASSFIX GLASS FORMAL LIVING W3 SILL :LINTEL :- BEAM BOTTOM FIX GLASSFIXGLASSFIX 4220 SHUTTER 3243 100 3233 100 3203 FIX GLASS FOYER AREA 5470 1800 SILL LINTEL BEAM BOTTOM INSIDE 1800 4200 4200 4200 1800 FIX GLASS 6000 FIX GLASS FIX GLASS FIX GLASS 1400 1400 1400 1400 1400 1400 1500 2720 V-1CHILDREN DRESS TOILET 600 600 5830 3320 OUTSIDE 600 1943 1943 1943 5830 1943 1943 1943 961 6790 1943 1943 1943 961 1943 1943 1943 12620 W3 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: LEGENDS: OI - 12621 MR. DIPAKBHAI THAKKAR M.G. A1 M.C Dip STRUCTURAL CONSULTANT JHAVERI THAKKAR RESIDENCE JHAVERI 14.09.22 DOOR WINDOW DETAIL B.K. 14.09.2214.09.22 ASSOCIATES ASSOCIATES

D4 D4 D9 D9 D9 D9 D9 D9 D8 D11 D11 D12 W V2 V4 BED ROOM 02 LVL. + 4050 DRESS TOILET LVL. 3975 BED ROOM 01 LVL. + 4050 DRESS TOILET LVL. + 4050 BALCONY LVL. + 3975 BALCONY LVL. + 3975 GUEST BED ROOM LVL. + 4050 DRESS TOILET LVL. + 4050 LVL. 3975 STORE LVL. + 4050 LINEN STORE LVL. 4050 TERRACE LVL. 6200 TERRACE LVL. + 6200 TERRACE GARDEN LVL. + 4650 TARRACE LVL. + 4050 TERRACE LVL. + 3575 LVL. + 4050 TERRACE LVL. + 4050 PASSAGE LVL. 4050 PASSAGE LVL. + 4050 PASSAGE LVL. 4050 PROJECTION LVL. + 5750 C23 C22 C21 C29 C27 C26 C25 C24 C32 C31 C30 C38 C37 C36 C35 C34 C33 C40 C39 C41 C45 C44 C43 C42 C48 C47 C46 C52 C51 C50 C49 C54 C53 C28a UP 3 4 D4, BEDROOM 01 3000 SLIDING SHUTTER SLIDING SHUTTER D8-PASSAGE 1600 3320 6400 2650 W-PASSAGE OPT1 1485 V2-GUEST BEDROOM, DRESS TOILET 900 V4-LINEN STORE BED ROOM 02 SILL LINTEL :- BEAM BOTTOM 800 800 Qty-1 nos 600 600 1733 1733 1733 FIX GLASS 2400 530 2400 1320 FIX GLASS 2930 3720 D4-GUEST BEDROOM 3000 SLIDING SHUTTER SLIDING SHUTTER Qty-1 nos 6650 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: LEGENDS: OI - 12621 MR. DIPAKBHAI THAKKAR M.G. A1 M.C Dip STRUCTURAL CONSULTANT JHAVERI THAKKAR RESIDENCE JHAVERI 14.09.22 DOOR WINDOW DETAIL B.K. 14.09.2214.09.22 ASSOCIATES ASSOCIATES

D D1 D2 D5 D3 D7 DW1 D9 D9 D9 D9 D9 D9 D11 D11 D11 D11 D12 D11 D6 W4 W1 W2 V V3 V3 V1 V1 DW D11 D11 C4 C7 C3 C2 C1 C6 C8 C5 C11 C10 C9 C13 C12 C15 C16 C14 C18 C17 C20 C19 C23 C22 C21 C29 C28 C27 C26 C25 C24 C32 C31 C30 C38 C37 C36 C35 C34 C33 C40 C39 C41 C45 C44 C43 C42 C48 C47 C46 C52 C51 C50 C49 C54 C53 D9 C13a C11a C29a C30a C48b C48a A A A A A A A A B B A A B B A A B B B B B B A A A A B B B B A A B B 1 1:100 GROUND FLOOR D4 D4 D9 D9 D8 C23 C22 C21 C29 C27 C26 C25 C24 C32 C30 C38 C37 C36 C34 C33 C40 C39 C45 C44 C43 C42 C48 C46 C52 C51 C50 C49 C54 C28a C C C C C C D D C C B B B B 2 1:200 FIRST FLOOR SLIDING TRACK AS PER SELECTION 20 MM THK.STONE INTERNAL 10 MM GROOVE 20 MM PLASTER 20 MM THK.STONE EXTERNAL SLIDING TRACK AS PER SELECTION 20 MM THK.MARBLE INTERNAL 10 MM GROOVE 20 MM PLASTER 20 MM THK.MARBLE EXTERNAL OUTSIDE INSIDE OUTSIDE INSIDE INSIDEOUTSIDE SLIDING TRACK AS PER SELECTION 20 MM THK.STONE EXTERNAL 10 MM GROOVE 20 MM PLASTER 20 MM THK.STONE INTERNAL 20 MM THK FLOORING AS/SELECTION 20MM THK BEDDING COAT (1:6) BASE COAT(1:2:4) BASE COAT 20MM THK BEDDING COAT (1:6) 20 MM THK FLOORING AS/SELECTION SLIDING TRACK AS PER SELECTION 1 1:25 SECTION AA 1 1:25 SECTION BB SLIDING TRACK AS PER SELECTION 20 MM THK.MARBLE INTERNAL 10 MM GROOVE 20 MM PLASTER 20 MM THK.MARBLE EXTERNAL SLIDING TRACK AS PER SELECTION 20 MM THK.STONE INTERNAL 10 MM GROOVE 20 MM PLASTER 20 MM THK.STONE EXTERNAL OUTSIDE INSIDE MM THK.TILE B.B.C.C. 20 MM THK.BEADING COAT (1:6) CHEMICAL WATER PROOFING OUTSIDE INSIDE OUTER STONE DRY CLADDING 1 1:25 SECTION DD INSIDE OUTSIDE OUTSIDE INSIDE 7 SLIDING TRACK AS PER SELECTION 20 MM THK.STONE EXTERNAL 10 MM GROOVE 20 MM PLASTER 20 MM THK.STONE INTERNAL OUTSIDE INSIDE 8 20 MM THK FLOORING 20MM THK BEDDING BASE COAT (1:2:4) BASE COAT 20MM THK BEDDING COAT (1:6) 20 MM THK FLOORING AS/SELECTION CINDER FILLING SLIDING TRACK AS PER SELECTION DRY CLADDING AS/SELECTION COAT (1:6) 1 1:25 SECTION CC 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: LEGENDS: OI - 12621 MR. DIPAKBHAI THAKKAR M.G. A1 AS PER M.C Dip STRUCTURAL CONSULTANT JHAVERI THAKKAR RESIDENCE JHAVERI 14.09.22 JAMB DETAIL B.K. 14.09.2214.09.22 INDICATED ASSOCIATES ASSOCIATES

MAIN ROAD EXISTING ENTRY 40'3" WIDE ROAD 940 230 3556 230 469 230 1283 2100 230 230 900 3000 2100 2770 3000 2330 3200 1000 2200 2456 3200 2482 2600 230 1130 900 1930 900 230 3867 2714 3636 3614 1700 3000 300 2400 300 3260 300 3000 1960 230 800 400 600 230 800 232 600 230 230 1800 1646 1500 1500 1000 5730 1672 100 1230 100 230 3244 6500 3289 5500 6930 115 400 100 670 100 100 670 100 100 5230 3406 460 2100 450 5514 900 3010 1800 300 300 5777 261 175 150 150 40 175 150 150 3350 3451 100 400 100 100 10225 R2867 2867 2867 2249 100 100 2100 3385 300 5130 260 442 1150 1800 3892 13225 6116 5232 25870 1130 9698 CLUB HOUSE D1 3000 EXISTING LINE SECURITY CABIN SEPTIC TANK_OPENING SEPTIC TANK_OPENING RAIN WATER RAIN AND BORE WATER OVERFLOW BORE DOG ROOM TOILET PASSAGE ELECTRIC ROOM TOILET DRIVERS LOUNGE PLANTER PLANTER PARKING GARDEN SOAK WELL GATE MOTOR SPACE FOR BORE SERVICE DG SET OLD GATE PROFILE 115 1:75 GROUND PLAN General Notes 1. ALL MEASUREMENTS ARE IN MILLIMETER. 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE. 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: THAKKAR RESIDENCE MR. NILESHBHAI THAKKAR M.G. A1 1:75 M.C. 05.09.22 B.K. 05.09.2205.09.22 OI - 12621 SECURITY CABIN

GARDEN LVL.-400 GARDEN LVL.-400 GARDEN LVL.-400 GARDEN LVL.-400 GARDEN LVL.-400 DECK LVL.-100 DECK LVL.-100 STEP LVL.±0.0 STEP LVL.±0.0 STEP LVL.-100 STEP LVL.-200 STEP LVL.-300 STEP LVL.-400 STEP LVL.-500 ROAD LEVEL LVL.-600 ROCK GARDEN LVL.-400 PATHWAY LVL.-200 PATHWAY LVL.-200 STEP LVL.-250 STEP LVL.-300 STEP LVL.-300 PARKING LVL.-300 UGWT 1 1:75 GROUND FLOOR GD32 PATHWAY LVL.-400 PERGOLA SLOPE 115 805 115 1295 2615 2970 2615 2995 115 755 375 375 230 4830 4060 5510 3585 115 640 640 115 115 2615 2995 2270 230 640 230 5495 115 115 115 4330 R1180 1180 1180 115 115 500 300 300 115 785 500 1800 R465 465 465 115 500 115 500 440 520 1800 2725 485 600 115 500 600 500 1135 1790 1135 150 835 150 1050 600 300 300 835 150 150 1050 150 150 4060 4060 9795 300 115 785 8140 1655 115 460 300 115 1655 730 2400 115 500 50 1605 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 50 300 90 900 50 900 50 1360 50 50 50 2085 3545 4365 115 500 500 115 115 115 1015 115 5495 1015 3585 460 115 3580 1200 115 3670 2400 2600 1990 3515 900 50 420 420 5000 R2840 2840 2840 1805 115 600 650 2455 650 4600 5495 115 420 115 1195 1080 1200 115 900 115 460 115 3580 1200 115 2265 115 420 115 2455 115 420 115 600 115420 115420 755 230 640 115 1350 R540 540 540 425 115 540 4155 1200 600 1315 795 870 1315 170 600 1200 4155 800 170 115 420 115 4460 2700 300 1500 300 3665 2545 420 115 R490 490 490 3690 7335 2485 115 420 115 420 2485 19265 115 420 5060 5400 TOP LEVEL F.F.L. LVL.-200 TOP LEVEL F.F.L. LVL.-200 TOP LEVEL F.F.L. LVL.-200 PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER 640 115 3650 2400 1250 230 230 640 115 115 115 640115 680 675 115 115 1250 2400 1585 2400 1710 3765 1585 3905 640 115 640115 690 115 115 230 230 1350 540 1 1 GD30 2 GD20 3 GD31 6 GD31 GD31 GD31 1 A420 GD32 2 7 GD31 8 GD31 9 GD31 230 410 115 21750 985 SLOPE 9345 2455 2605 7300 5805 5030 650 650 1430 20 MM THICK PLASTER 230 MM THICK WALL 10 MM X 10 MM GROOVE 20 MM THICK PLASTER 10 MM X 10 MM GROOVE 20 MM THICK STONE FABRICATION JAALI AS PER DETAIL 10 MM X 10 MM GROOVE 20 MM THICK STONE 170 10 20 115 800 20 10 1050 115 20 10 150 640 LVL.-400 GARDEN LVL.-200 TOP LEVEL F.F.L. LVL.-450 TOP LEVEL F.F.L. 2 1:15 SECTION 1 2000 STONE AS PER SELECTION STONE AS PER SELECTION 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 10 MM THICK PLASTER 170 10 20 500 10 X 10 MM GROOVE PLANTER LVL.-300 PARKING LVL.-200 PATHWAY PAVING LVL.-200 PATHWAY LVL.-400 GARDEN 3 1:15 SECTION 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 10 MM THICK PLASTER 370 760 10 X 10 MM GROOVE PLANTER LVL.-400 GARDEN 11 1:25 GROUND FLOOR 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 20 MM THICK MORTAR 10 X 10 MM GROOVE LED STRIP LIGHT 150 150 300 LVL.-100 DECK LVL.-400 GARDEN LVL.-250 6 1:25 SECTION 7 200 420 200 20 MM THICK MORTAR 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 10 10 MM GROOVE LED STRIP LIGHT 20 10 70 50 150 150 150 20 MM THICK PLASTER LVL.-400 GARDEN LVL.-100 DECK LVL.-200 PLANTER LVL.-600 ROAD LEVEL LVL.-450 PLANTER 4 1:25 SECTION 6 115 420 115 2445 115 420 115 20 10 20 10 20 10 20 10 BASE COAT LAID TO SLAB 20 MM THICK MORTAR 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 20 MM THICK MORTAR 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 20 MM THICK MORTAR 20 MM THICK LEATHER POLISH STONE AS PER SELECTION LVL.-100 DECK LVL.-100 STEP LVL.-100 DECK PLANTER LVL.-100 PLANTER LVL.-100 GD31 A 3 1:25 SECTION 5 100 200 200 170 10 20 150 50 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 20 MM THICK MORTAR PLANTER 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 20 MM THICK MORTAR BASE COAT LAID TO SLAB 10 X 10 MM GROOVE 10 X 10 MM GROOVE 10 X 10 MM GROOVE 10 X 10 MM GROOVE 20 MM THICK LEATHER POLISH STONE AS PER SELECTION PLANTER LVL.-600 ROAD LEVEL LVL.-100 DECK LVL.-200 PATHWAY 2 1:25 SECTION 4 LVL.±0.0 VERANDAH LVL.-100 STEP LVL.-200 STEP LVL.-300 STEP LVL.-400 STEP LVL.-500 STEP LVL.-600 ROAD LEVEL LVL.±0.0 PLINTH LEVEL LVL.-600 ROAD LEVEL BASE COAT LAID TO SLAB 20 MM THICK MORTAR 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 4X4 MM GROOVE GD31 B 4155 1200 600 1485 920 100 100 100 100 100 100 1 1:25 SECTION ENTRANCE GATE AS PER DETAIL 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 10 X 10 MM GROOVE LED STRIP LIGHT 5 MM CHAMFERED EDGE 20 MM THICK MORTAR 300 2010 45 25 100 LVL.±0.0 STEP LVL.-400 GARDEN 5 1:25 SECTION 8 115 20 MM THICK 10 X 10 MM GROOVE 20 MM THICK PLASTER 4 X MM GROOVE 20 MM THICK MORTAR BASE COAT LAID TO SLAB LEATHER POLISH 7 1:10 DETAIL A 20 MM THICK LEATHER 10 X 10 MM GROOVE POLISH STONE X 4 MM GROOVE 20 MM THICK MORTAR BASE COAT LAID TO SLAB LED STRIP LIGHT 10 1:10 DETAIL B General Notes 1. ALL MEASUREMENTS ARE IN MILLIMETER. 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE. 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: PROPOSED RESIDENCE MR. HITESHBHAI THAKKAR M.G. 15.09.22 AS INDICATED A1 GD30 B.K. M.C OI-8518 LEGENDS: PLASTER R.C.C BRICK WALL PLANTER GDP DETAIL 15.09.2215.09.22

3650 2400 1250 2650 1205 2400 1585 2400 1710 1850 800 1050 1850 1050 10 X 10 MM GROOVE 2 1:50 ELEVATION 2 LVL.-400 ENTRANCE GATE 10 10 MM GROOVE 800 1050 150 150 150 150 LVL.-450 PLANTER LVL.-450 PLANTER LVL.-450 PLANTER 8 75 MM METAL PATTI 10 MM DIA METAL ROD 8 75 MM METAL PATTI 10 MM DIA METAL ROD 20 MM THICK STONE 20 MM THICK STONE 20 MM THICK STONE 20 MM THICK STONE ENTRANCE GATE AS PER DETAIL AS PER SELECTION AS PER SELECTION AS PER SELECTION AS PER SELECTION GD33 115 805 230 6085 3985 9095 4925 1700 300 805 805 115 20710 800 1050 1850 800 1850 10 X 10 MM GROOVE 10 X 10 MM GROOVE 115 150 LVL.-300 PARKING 1 1:50 ELEVATION 1 8 X 75 MM METAL PATTI 10 MM DIA METAL ROD LVL.-450 PLANTER LVL.-450 PLANTER 150 150 20 MM THICK STONE 20 MM THICK STONE 20 MM THICK STONE 20 MM THICK STONE 8 X 75 MM METAL PATTI 10 MM DIA METAL ROD GATE AS PER DETAIL PARKING GATE AS PER DETAIL AS PER SELECTION AS PER SELECTION AS PER SELECTION AS PER SELECTION 10 75 25 MM X 25 MM BOX SECTION (25 MM SPACING) 25 MM 25 MM BOX SECTION (25 MM SPACING) 25 MM X 25 MM BOX SECTION (25 MM SPACING) 75 115 PARKING LVL.-300 ROAD LEVEL LVL.-600 1 GD33 1 1:20 GATE PLAN SLIDE SLIDE 5 MM M.S. PLATE 5 MM M.S. PLATE 1400 PLANTER 115 1200 10 5380 6610 10 75 MM X 10 MM M.S.PLATE 75 MM X 10 MM M.S.PLATE 270 75 10 1830 10 75MM 10 MM M.S. PLATE 25 MM X 25 MM BOX SECTION (25 MM SPACING) 1850 3 1:20 SECTION 1 25 25 75 MM X 10 MM M.S.PLATE 75MMX10MMM.S.PLATE 25MMX25MM BOXSECTION (25MMSPACING) 10 4955 10 10 1830 75MMX10MM M.S.PLATE 2 1:20 PARKING GATE ELEVATION SLIDE SLIDE 425 425 5MMM.S.PLATE 5MMM.S.PLATE 25MMX25MM BOXSECTION (25MMSPACING) RAILINGASPERDETAIL 425 1195 10 10 1830 10 150 1850 6640 75MMX10MMM.S.PLATE 75MM 10MMM.S.PLATE 8 X 75 MM METAL PATTI VERTICAL 20 MM DIA HORIZONTAL TUBE 20 MM DIA HORIZONTAL TUBE STONE TOP STONE AS PER SELECTION 100 20 560 20 100 20 10 10 X 10 MM GROOVE 750 50 800 4 1:10 RAILING DETAIL 50 745 10 10 725 10 25 MM X 25 MM BOX SECTION 1675 25 150 150 50 745 10 400 50 800 50 400 (25 MM SPACING) STEP LVL.-450 ROAD LVL.-600 1 1:20 GATE ELEVATION 175 MM M.S. PLATE 75 MM X 10 MM M.S.PLATE 75 MM X 10 MM M.S.PLATE 50 10 1155 10 10 1155 10 50 2455 400 50 800 50 500 200 1800 1775 25 MM X 25 MM BOX SECTION (25 MM SPACING) 25 MM X 25 MM BOX SECTION (25 MM SPACING) HINGE AS PER FABRICATOR HINGE AS PER FABRICATOR HINGE AS PER FABRICATOR HINGE AS PER FABRICATOR 100 100 STEP LVL.-500 ROAD LVL.-600 4 1:20 MAIN GATE ELEVATION 325 325 25 MM M.S. PLATE 75 MM X 10 MM M.S.PLATE 75 MM X 10 MM M.S.PLATE PLANTER PLANTER 2 GD34 25MMX25MM BOXSECTION (25MMSPACING) HINGEASPER FABRICATOR HINGEASPER FABRICATOR 25MM 25MM BOXSECTION (25MMSPACING) 50 10 1155 10 10 1155 10 50 1225 1225 2455 5 1:20 MAIN GATE PLAN MMM.S.PLATE 5MMM.S.PLATE 325 325 830 10 830 10 75MM 10MM M.S.PLATE 75MMX10MM M.S.PLATE 50 745 10 10 10 805 25 MM X 25 MM BOX SECTION (25 MM SPACING) HINGE AS PER FABRICATOR GD34 2 1:20 GATE PLAN MM M.S. PLATE 175 550 75 MM X 10 MM M.S.PLATE STEP LVL.-400 75 10 1755 10 25 1775 1800 STEP LVL.-500 25 MM X 25 MM BOX SECTION (25 MM SPACING) 6 1:20 SECTION 75 MM X 10 MM M.S.PLATE 25 MM X 25 MM BOX SECTION (25 MM SPACING) 280 315 290 STEP LVL.-450 ROAD LVL.-600 STEP LVL.-300 3 1:20 SECTION 1 75 MM 10 MM M.S.PLATE 75 MM X 10 MM M.S.PLATE General Notes 1. ALL MEASUREMENTS ARE IN MILLIMETER. 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE. 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: PROPOSED RESIDENCE MR. HITESHBHAI THAKKAR M.G. 15.09.22 AS INDICATED A1 GD31 B.K. M.C OI-8518 LEGENDS: PLASTER R.C.C BRICK WALL PLANTER COMPOUND WALL DETAIL 15.09.2215.09.22 ENTRY GATE DETAIL

UGWT 1 1:75 GROUND FLOOR 1 PERGOLA PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER 2 3850 SB SB SB SB DRAWING YOGA ROOM TOILET STORE LIVING ROOM KITCHEN STOREPUJA VERANDAH VESTIBULE DRESSING TOILET DINING GUESTROOM UP SB SB SB SB SB SB FT SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB @1000 @1000 @1500 @1000 @1200 @900 @600 @1000 @1000 @600 @1200 @600 @600 @600 1240 2045 1490 @1000 @1000 @2300 @1000 @300 @1000 @1000 @1000 @1200 @600 @600 @600 @100 @1000 @1000 @1000 @1200 @600 @900 HT AS PER DESIGN AS PER TOILET DRAWING AS PER TOILET DRAWING 1500 1500 1500 1260 250 1500 1500 1025 1470 1260 1500 1500 1500 365 50MM PROFILE LIGHT 50MM PROFILE LIGHT 1500 1500 1500 1500 1450 1500 1500 1500 1500 1500 1500 1500 1500 1500 900 400 650 235 600 1500 1500 675 1500 600 615 1500 1500 1545 785 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1345 1500 1500 1500 1500 1210 370 1880 1015 600 340 1500 1500 395 340 1500 1500 395 SPIKE LIGHT SPIKE LIGHT SPIKE LIGHT SPIKE LIGHT SPIKE LIGHT SPIKE LIGHT SPIKE LIGHT SPIKE LIGHT 50MM PROFILE LIGHT 50MM PROFILE LIGHT 400 400 400 400 400 400 400 400 300 300 200 200 200 300 300 400 500 600 100 ±0.0 100 100 250 ±0.0 100 200 300 400 400 2 3 4060 7120 10525 CLADDINGWALLAS PERDETAIL 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 20 MM THICK MORTAR 10 X 10 MM GROOVE LED STRIP LIGHT 150 150 300 LVL.-100 DECK 4 1:25 SECTION 4 LVL.-400 GARDEN LVL.-250 200 420 200 20 MM THICK MORTAR 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 10 x 10 MM GROOVE LED STRIP LIGHT 20 10 70 50 150 150 150 20 MM THICK PLASTER LVL.-400 GARDEN LVL.-100 DECK LVL.-200 PLANTER LVL.-600 ROAD LEVEL LVL.-450 PLANTER 2 1:25 SECTION 2 LVL.±0.0 VERANDAH LVL.-100 STEP LVL.-200 STEP LVL.-300 STEP LVL.-400 STEP LVL.-500 STEP LVL.-600 ROAD LEVEL LVL.±0.0 PLINTH LEVEL LVL.-600 ROAD LEVEL BASE COAT LAID TO SLAB 20 MM THICK MORTAR 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 4X4 MM GROOVE A 4155 1200 600 1485 920 100 100 100 100 100 100 1 1:25 SECTION 1 ENTRANCE GATE AS PER DETAIL 20 MM THICK LEATHER POLISH STONE AS PER SELECTION 10 X 10 MM GROOVE LED STRIP LIGHT 5 MM CHAMFERED EDGE 20 MM THICK MORTAR 300 2010 45 25 100 LVL.±0.0 STEP 3 1:25 SECTION 3 LVL.-400 GARDEN 20 MM THICK LEATHER 10 X 10 MM GROOVE POLISH STONE 4 X 4 MM GROOVE 20 MM THICK MORTAR BASE COAT LAID TO SLAB LED STRIP LIGHT 5 1:10 DETAIL A 450 170 250 120 350 170 450 360 170 150 400 220 450 350 1700 100 200 200 100 4060 10 X 10 MM GROOVE STONE CLADDING 10 X 10 MM GROOVE 1 1:20 ELEVATION GROUND LVL.-400 PLANTER 450 250 120 350 170 450 360 170 150 400 220 450 350 75 75 75 75 75 75 75 4060 20 60 60 80 20 60 80 20 60 80 20 60 20 20 80 80 20 80 170 LED STRIP LIGHT 10 X 10 MM GROOVE STONE CLADDING 10 X 10 MM GROOVE 2 1:20 GROUND PLAN SPIKE LIGHT General Notes 1. ALL MEASUREMENTS ARE IN MILLIMETER. 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE. 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: PROPOSED RESIDENCE MR. HITESHBHAI THAKKAR M.G. 15.09.22 AS INDICATED A1 GD32 B.K. M.C OI-8518 LEGENDS: GDP DETAIL ELECTRICAL PLAN CLADDING DETAIL 15.09.2215.09.22

PROPOSED RESIDENCE MR. HITESHBHAI THAKKAR M.G. 15.09.22 AS INDICATED A1 GD30 B.K.M.C OI-8518 LEGENDS: LANDSCAPE VIEW 15.09.2215.09.22 General Notes 1. ALL MEASUREMENTS ARE IN MILLIMETER. 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE. 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H I T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE:

LVL. ± 0.00 FIRST FLOOR PLINTH LVL. LVL. +3900.00 TERRACE LVL. 11700.00 MUMTY LVL. LVL. -900 ROAD LVL. D5 LVL. 2860 LVL. -5120 GLAZING AS PER DETAIL LVL. +7800.00 150 MM WIDE MARBLE CLADDING WITH 8 MM GROOVE 2 1:75 ELEVATION 01 LVL. 5120 LVL. 5120 1 1:100 FIRST FLOOR 1 2 V7 S: +1200 L: +1800 1 1: 75 TERRACE PLAN DN LIFT DN SKY LIGHT SKY LIGHT 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 C1 C5 C6 C12 C15 C14 C11 TOILET LVL. +7950 STORE LVL. +7950 MULTI FUNCTIONAL HALL LVL. +7950 D9 PASSAGE LVL. +7950 OPEN TERRACE LVL. +7800 DN V5 S:+2300 L:+2700 D6 DN CIRCULAR OPENING D1 D4 D9 D6 DN DN DUCT 980 1185 585 1100 650 1175 1340 830 1305 600 250 200 400 200 400 200 245 300 1035 455330 360 700 1845 330 700 1080 990 1160 475 480 1875 570 1390 14660 13960 6100 200 200 200 200 200 200 200 1895 4580 240 1130 3210 815 1050 1065 900 2605 250 425 245 455 3385 RAILING AS PER DETAIL LVL. ± 0.00 FIRST FLOOR PLINTH LVL. LVL. +3900.00 TERRACE LVL. 11700.00 MUMTY LVL. LVL. -900 ROAD LVL. D2 D3 LVL. ±0.00 LVL. ±0.00 LVL. ±0.00 LVL. -1880 LVL. ±0.00 LVL. ±0.00 LVL. + 2260 LVL. ±0.00 GLAZING AS PER DETAIL GLAZING AS PER DETAIL 1 1:75 ELEVATION 2 W8 S:+00 L:+ 7200 D10 LVL. ±0.00 150 MM WIDE MARBLE CLADDING WITH 8 MM GROOVE LVL. +7800.00 V7 S: +1200 L: +1800 DN LIFT DN SKY LIGHT 3 4 5 6 7 8 20 21 22 23 24 25 26 C6 C12 MULTI FUNCTIONAL HALL LVL. +7950 D9 PASSAGE LVL. +7950 DN D6 DN CIRCULAR OPENING D1 D4 D9 D6 DN DN DUCT 1635 1635 1525 1525 1525 1525 13960 6100 1 1:75 TERRACE PLAN C A B 1575 1575 1475 1475 1475 1475 1635 FOOTLAMP FOOTLAMP 1580 1582 1580 1582 1665 1665 1665 1665 1665 14660 SB02 SB01 485 485 2215 700 700 450 1750 1750 980 600 3700 600 450 1525 1525 1525 1525 200 4 1:50 ELEVATION C FOOT LAMP MM THK TILE 20MM THK. BEADING BASE COAT LAID TO COAT (1:6) SLOPE (1:2:4) 100 MM THK. B.B.C.C. CHEMICAL WATER PROOFING LVL. 7800.00 TERRACE 1637 1637 1475 1475 1475 1475 1575 200 3 1:50 ELEVATION B 750 1637 1575 FOOT LAMP 6 MM THK TILE 20MM THK. BEADING BASE COAT LAID TO COAT (1:6) SLOPE (1:2:4) 100 MM THK. B.B.C.C. CHEMICAL WATER PROOFING CINDER FILLING LVL. 7800.00 TERRACE 2 1:50 ELEVATION A FOOT LAMP 6 MM THK TILE 20MM THK. BEADING BASE COAT LAID TO COAT (1:6) SLOPE (1:2:4) 100 MM THK. B.B.C.C. CHEMICAL WATER PROOFING 1582 1582 1582 1583 1666 1666 1666 1666 1666 200 General Notes 1. ALL MEASUREMENTS ARE IN MILLIMETER. 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE. 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H I T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: TERRACE MOSSAIC DETAIL A2 M.G. 1: 75 T.A. M.C PRANAV BHAI SHAH OI-11420 PRANAV BHAI SHAH RESIDENCE AT.VRAJ GARDENS JAYESHBHAI DHARVA 16.11.2216.11.2216.11.22 CLADDING DETAIL

General Notes 1. ALL MEASUREMENTS ARE IN MILLIMETER. 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE. 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: A1 M.G. 1: 75 T.A. M.C PRANAV BHAI SHAH OI-11420 PRANAV BHAI SHAH RESIDENCE AT.VRAJ GARDENS JAYESHBHAI DHARVA OUTDOOR SEATING RENDERS

1 1:75 GROUND FLOOR UP LIVING DINING C.TOILET STORE KITCHEN DB REMARK 5AMP HEIGHT FAN TELE TV BP 15AMP S.B. NO. CP LEGEND (GROUND FLOOR) SER. KITCHEN WASH YARD SB1 SB2 SB3 SB4 SB5 SB6 SB7 SB8 1400 750 2150 2150 1020 200 1665 1665 2440 1000 1000 455 455 1990 900 900 540 540 570 1035 1035 1035 850 850 195 1000 1000 300 300 655 625 1220 2150 1665 790 655 600 950 600 950 1115 300300 300300 1115 525 2360 825 SB1 SB2 SB3 SB4 SB5 SB6 SB7 SB8 1400 750 2150 2150 1020 200 1665 1665 2440 1000 1000 455 455 1990 900 900 540 540 570 1035 1035 1035 850 850 195 1000 1000 300 300 655 625 1220 2150 1665 790 655 600 950 600 950 1115 300300 300300 1115 525 2360 825 1 1:75 FIRST FLOOR PLAN UP DN BED ROOM 01 BED ROOM 02 TOILET 2 PASSAGE TOILET 1 BALCONY REMARK 5AMP HEIGHT FAN TELE TV BP 15AMPS.B. NO. CP LEGEND (FIRST FLOOR) SB1 SB2 SB3 SB4 SB5 SB6 SB7 1685 1685 1665 1665 1245 630 150 1000 1000 455 455 1000 1000 510 1245 150 1550 1550 1665 1665 250 225 150 225 510 765 765 300300 250 1085 600 1085 600 550 1000 550 1000 SB1 SB2 SB3 SB4 SB5 SB6 SB7 1685 1685 1665 1665 1245 630 150 1000 1000 455 455 1000 1000 510 1245 150 1550 1550 1665 1665 250 225 150 225 510 765 765 300300 250 1085 600 1085 600 550 1000 550 1000 1 1:75 SECOND FLOOR PLAN DN OPEN TERRACE PASSAGE BED ROOM 03 TOILET 3 L.TERRACE REMARK 5AMP HEIGHT FAN TELE TV BP 15AMP S.B. NO. CP LEGEND (SECOND FLOOR) SB1 SB2 SB3 SB4 1550 1550 1665 1665 150 630 1245 510 225 250 570 570 440 440 250 150 150 550 1000 550 1000 SB1 SB2 SB3 SB4 1550 1550 1665 1665 150 630 1245 510 225 250 570 570 440 440 250 150 150 550 995 550 1000 SB SB CUT-OUT CUT-OUT UNDERGROUND WATER TANK PLINTH LVL LVL ±0.0 LVL 500 75MM X 150MM C CHANNEL 75MM X 150MM CHANNEL 1 1:50 GROUND FLOOR 75MM X 150MM C CHANNEL MAIN CABIN 10'0" X 11'9" SB SB SB SB SB 600 920 920 600 920 920 600 1200 1200 600 1922 1922 600 1922 1922 600 1200 1200 600 1038 1038 600 600 600 1020 1020 600 600 1020 1020 1275 1200 1200 600 600 2400 SB SB SB 1388 1771 607 607 1561 1923 1561 SB EQ EQ EQ EQ 1673 3654 4744 600 815 515 843 542 1407 1407 1451 1642 1642 1615 1615 600 600 1630 300 805 805 300 EQ EQ 300 300 1615 1615 900 600 900 1200 715 600 1451 1451 SB 1407 1407 715 600 965 965 965 965 965 4825 1870 430 2930 WINDOW 1 4825 965 965 965 965 965 50 50 430 50 50 2530 1265 1265 2450 WINDOW 1265 1265 2530 1870 430 50 50 430 50 50 2445 1223 2930 1223 WINDOW 3 1223 1223 2445 1870 430 50 50 430 50 50 1000 1000 1000 1870 3000 430 2930 WINDOW 3000 1000 1000 1000 50 50 430 50 50 General Notes 1. ALL MEASUREMENTS ARE IN MILLIMETER. 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE. 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: VIEW 1 VIEW 2 AS INDICATED M.G. 27.07.2022 N.G A1 CLUBHOUSE - GLAZING DETAIL ADITYA LAKE VIEW BUNGALOWS B.K SARJAN CONSULTANTS 27.07.202227.07.2022 B GAJERA & COMPANY OI-14422

FD3 1 1:75 GROUND FLOOR PLAN 7' LIFT LOBBY ELECTRIC ROOM 12'0'' X 19'3'' 9' 6'' WIDE PASSAGE PANTRY 17'0'' X 10'6'' M.TOILET 12'3'' X 9'6'' F.TOILET 6'0'' X 5'3'' FOYER 16'9'' X 21'9'' RECEPTION 34'0'' X 29'3'' CONFERENCE ROOM 18'9'' X 12'3" TOILET 6'0'' X 5'0'' UP LOUNGE AREA 19'6'' X 14'6" 53 PEOPLE 10 PEOPLE UPS 4'0'' X 9'3'' 220 515 415 515 390 515 395 515 395 515 395 515 395 515 395 515 1100 650 480 650 480 650 480 650 480 650 480 650 480 650 480 650 480 1245 515 395 515 395 515 395 515 395 515 395 515 395 515 1520 515 250 515 605 480 605 480 605 480 605 480 605 480 605 480 605 480 605 480 605 480 640 1425 575 1425 1250 1250 1250 1040 1250 1650 1050 1050 1250 1250 1250 1340 1050 540 1190 1445 520 1485 1190 1190 640 980 900 900 470 285 700 190 845 350 845 285 700 190 845 165 700 700 755 755 755 755 1005 1005 1005 1005 1250 1250 1250 1040 1250 2015 2745 2745 2960 2960 2960 CAFE 33'9'' X 27'0'' 2770 3290 4025 1085 1800 2835 975 1005 UP 1 1:75 FIRST FLOOR PLAN AUDITORIUM STORE 12'0'' X 12'7'' PANTRY 12'3'' X 17'3'' AUDITORIUM 53'0'' X 29'3'' GAMES ROOM 28'6'' X 18'6'' PASSAGE 43'3'' X 9'6'' LIBRARY 17'0'' X 13'3'' 12' 3'' X 9' 6'' M.TOILET 6' 0'' X 5' 3'' F.TOILET PASSAGE 6'9'' X 14'0'' UPS 1670 675 150 1835 785 1350 1460 1550 1470 1100 575 1100 460 460 315 920 295 960 1510 1265 1240 2890 800 2250 1940 800 3040 1525 1255 1775 1040 520 1245 2225 530 1055 1390 1055 2225 1390 1175 1185 2965 815 815 815 815 400 400 400 400 1175 1185 815 815 815 815 400 400 400 400 530 530 1985 1975 2235 1680 1500 1400 3000 1220 LIFT LIFT UP 1 1:75 SECOND FLOOR PLAN LIFT LIFT DATA ENTRY DESK 8'0'' X 7'3'' STORE ROOM 12'3'' X 57'0'' HR DEPARTMENT 22'9'' X 29'3'' (16 PEOPLE) SERVER ROOM 11'0'' X 16'6'' IT EXECUTIVE 11'0'' X 10'4'' IT DEPARTMENT 21'9'' X 29'8'' (16 PEOPLE) CONFERENCE ROOM 16'6'' X 16'6'' PASSAGE 7'0'' X 18'0'' PASSAGE 6'9'' X 14'0'' HR EXECUTIVE 11'0'' X 10'4'' SITTING 11'3'' X 12'3'' STATIONARY 11'3'' X 6'7'' M.TOILET 12'3'' X 9'6'' F.TOILET 4'9'' X 5'0'' PANTRY 7'6'' X 5'0'' printer printer 1600 1800 1625 1400 1800 1400 400 5000 170 1800 170 50 330 590 1985 430 2075 180 330 635 1130 630 310 85 860 350 1775 1000 720 1180 750 745 85 630 310 160385 600 600 415 165 975 1200 1200 680 1200 1200 1200 1200 1200 680 1200 1200 600 600 600 600 600 600 600 600 2255 2255 1410 1410 1200 1200 680 1200 1200 1200 1200 680 1200 1200 1200 600 600 600 600 600 600 600 600 2145 2145 2125 2125 310 350 645 1400 635 305 105 185 835 180 985 105 310 630 1405 640 460 190 2260 1690 660 585 900 1400 400 450 150 1400 800 600 750 1605 1050 1500 250 1800 415 800 600 150 1385 1150 1600 400 2000 1385 750 1215 1200 1200 1200 1200 2095 1200 1200 1200 1200 2095 1200 600 600 600 600 2155 2275 1525 2220 1545 1200 1200 1200 1200 1200 1200 1200 1200 1200 600 600 600 600 2095 2095 2155 2155 2275 750 2100 475 RECEPTION 34'0'' X 29'3'' 2905 3115 6290 6165 5725 5775 3095 2980 1315 4510 6095 4110 745 1930 3320 6010 6600 3675 4170 4805 480 725 470 805 455 310 415 1105 1735 1865 2300 2545 2345 2100 3570 2250 1930 1315 GOKUL AGRO MR. KANUBHAI THAKKAR M.G. 15.09.22 AS INDICATED A1 GD30 J.P. M.C OI-13121 15.09.2215.09.22 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H I T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: FURNITURE PLACEMENT DETAIL

1 1:75 3RD FLOOR PLAN UP LIFT LIFT 6' 6'' WIDE PASSAGE CONSUMER TEAM MANAGER PURCHASE TEAM MANAGER PROJECT TEAM MANAGER CONSUMER TEAM PANTRY 7'6'' X 5'0'' CORE TEAM 12'3'' X 19'6'' PASSAGE 7'0'' X 18'0'' PASSAGE 6'9'' X 14'0'' CONFERENCE ROOM 16'6'' X 17'9'' DIPAKBHAI'S CABIN 15'9'' X 15'3'' PROJECT PURCHASE TEAM G.S.T MANAGER 15'3" X 8'9" G.S.T MANAGER 15'3" X 8'9" TOILET 8'3'' X 5'0'' M.TOILET 12'3'' X 9'6'' PRINTER 1510 930 1220 1440 710 115 600150 1800 1500 800 1460 1200 1200 1200 1200 1200 1400 3180 3180 145 600 1800 380 3060 2205 600 600 1910 3060 1935 600 600 780 1740 2520 1800 380 3060 2010 800 600 1910 3060 1735 800 600 780 1740 2520 1480 1480 1480 1480 1480 1480 1480 1480 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570 600 600 1200 1200 1200 1200 450 3295 835 3320 1200 3020 835 3045 1200 2520 450 3895 840 3165 1350 3020 835 2895 1350 2520 1790 1220 1790 1300 500 500 1300 1640 1220 1640 1300 500 500 1300 1720 125 710 800 1310 1800 1800 1800 1800 800 1460 800 1460 710 125 1245 1245 125 125 710 710 800 1460 1145 600 1800 750 750 750 600 1200 1200 1200 1200 1035 1035 1035 1035 1035 1035 1035 1035 1080 1070 1080 1070 10801070 1080 1070 1080 1070 1080 1070 10801070 1080 1070 1080 1070 1080 1070 10801070 1080 1070 1080 1070 1080 1070 10801070 1080 1070 3180 3180 2205 1910 2530 600 600 1200 1200 1200 1200 520 520 1200 1200 1200 1200 600 2530 600 600 2530 600 965 965 1580 625 85 625 110 2045 2045 2045 1900 1200 1925 1310 2400 1315 1900 1200 1925 450 950 900 2530 450 1670 1155 1400 675 1765 1365 610 55 600 585 585 915 915 140 55 55 495 2205 1875 1365 600 800 800 2480 1800 900 1400 500 1300 800 800 2480 1400 800 500 1300 900 1800 930 1220 1440 135 1800 210 135 330 4985 UP 1 1:75 SIXTH FLOOR PLAN LIFT LIFT DHARA BEN FINANCE MANAGER 17'9'' X 9'6'' M.TOILET 12'3'' X 9'3'' ACCOUNTS TEAM (8 PPL.) 12'3'' X 21'9'' PASSAGE 7'0'' X 18'0'' PASSAGE 6'9'' X 14'0'' CONFERENCE ROOM 16'6'' X 17'9'' ACCOUNTS TEAM 22 PPL.) 26'3'' X 26'6'' LEGAL TEAM 16 PPL.) 26'0'' X 20'9'' FINANCE TEAM 16 PPL.) 25'9'' X 20'9'' SAFE ROOM 7'9'' X 9'6'' LEGAL MANAGER C.S 12'6'' X 10'0'' AUDIT HEAD 13'9'' X 10'0'' YOGESHBHAI ACCOUNT MANAGER 13'6'' X 10'0'' SANJAYBHAI ACCOUNT MANAGER 15'0'' X 10'0'' F.TOILET 5'7'' X 10'3'' SERVING TABLE SPACE FOR REFRIGERATOR PRINTER 1200 1125 130 150 2000 2270 500 400 1650 1150 900 1025 3075 200 1500 1375150 2000 1925 500 700 1650 900 1275 900 200 1500 1375 150 2000 2025 500 700 1650 900 1275 900 150 2000 1625 200 1500 1375 500 700 1650 900 900 1275 1300 900 2060 1015 165 700 500 1500 925 1850 150 155 2090 835 1010 165 1375 1850 1200 1550 1200 1550 1200 1575 1200 1575 1200 1500 900 1140 1200 1700 1880 1230 650 1625 1200 1200 1200 1200 450 1355 1625 1200 1200 1200 1200 450 1355 1625 1200 1200 1200 1200 450 1355 1625 1200 1200 1200 1200 450 2000 1625 1200 1200 1200 1200 450 2000 1625 1200 1200 1200 1200 450 2000 1625 1200 1200 1200 1200 450 2000 1625 1200 1200 1200 1200 450 2000 450 1200 1675 1200 1200 750 700 65 1415 2150 1200 1550 1200 1550 1200 1575 1200 1575 1200 1500 900 1140 1200 1700 900 80 900 1430 450 3875 400 1950 900 25 1200 1200 1200 625 625 980 130 1200 1200 600 450 600 1200 1200 1200 1200 520 600 1200 1200 1200 1200 520 600 2530 600 2530 965 965 105 330 170 1800 170 1900 1200 1925 1320 2400 1305 1400 5400 1200 1845 1850 FD LIFT LIFT 1 1:75 SEVENTH FLOOR PLAN UP 5' 0'' WIDE PASSAGE FUTURE EXPANSION 20'9'' X 38'3'' (6 PEOPLE) LOUNGE 21'9'' X 10'9'' RECEPTION 9'9'' X 9'3'' DIPAKBHAI'S CABIN 03 16'6'' X 28'0'' PASSAGE 7'0'' X 18'0'' PASSAGE 6'9'' X 14'0'' NILESHBHAI'S CABIN 01 28'6'' X 18'6'' M.D LOUNGE 24'0'' X 18'6'' JAYESHBHAI'S CABIN 02 28'0'' X 18'0'' PANTRY 7'0'' X 15'3'' TOILET 5'0'' X 8'9'' UPS SB 940 2685 1030 1195 1665 340 120 970 2440 495 2050 1535 165 1060 90 1220 215 980 1270 385 1200 1200 885 1270 980 1525 165 1060 85 500 560 465 95 550 1835 1800 1235 650 1395 2700 1375 2530 1000 1590 1200 360 895 325 625 895 605 1200 605 895 645 515 600 405 1200 725 700 600 360 520 600 400 1200 2130 360 600 2590 1255 1800 1790 1200 280 910 115 300445 1035 445 170 1645 2350 1650 300445 1115 90 2265 2185 1850 2000 2180 1965 725 1175 1105 2235 2700 1085 395 970 470 1125 2665 2105 855 2665 1000 150 2700 375 350 500 500 1250 3000 1225 2000 1580 1870 720 720 1660 1935 1440 1440 8 0 5 1190 1665 1585 2400 1445 2005 1100 1100 585 2005 1445 605 625 500 500 400 610 840 1155 595 2060 1530 1390 1005 1665 725 1395 950 1710 770 1800 1485 50 250 590 1335 1830 1750 450 50 3165 1600 330 310 2165 2330 900 595 1500 535 1265 1200 1265 450 1200 1200 1200 600 4200 600 600 3195 665 600 600 1265 265 1635 1630 770 2415 1480 2405 640 1380 550 305 975 195 450 50 990 115 115480 1805 990 1500 5905 1495 1445 2400 1500 2400 195 975 2140 2495 700 3040 2305 3305 615 1480 690 550 470 550 690 450 515 450 515 1745 1745 1300 515 1220 1715 2400 1145 500 LIFT LIFT UP 1 1:75 EIGHTH FLOOR PLAN EXECUTIVE DINING LOUNGE 12'3'' X 23'0'' CHAIRMAN'S LOUNGE 21'0'' X 27'0'' BOARD ROOM 32'6'' X 18'6'' 27 SEATING POOJA 14'3'' X 11'0'' CUBICLE FOR PA 13'8'' X 11'9'' 9'6" WIDE PASSAGE CHAIRMAN LOUNGE 17'5 X 12'3" RECEPTION 23'9'' X 16'6'' PANTRY 7'0" X 15'3" PASSAGE 6' 9" X 14' 0" CHAIRMAN'S WORK AREA 18'6'' X 17'3'' TOILET 5'0'' X 8'9'' UPS SB SB SB SB 2050 2800 2270 450 60 815 2100 1280 1315 1100 1315 1500 9750 1700 2070 1645 2865 1545 1095 2400 160 60 460 1285 2850 975 1755 1450 3730 925 585 2190 2020 1585 1045 820 500 815 320 395 150 1065 860 1835 1115 3840 900 35 900 535 500 620 820 135 520 820 145 520 135 495 500 50 500 1555 160 500 170 2795 220 500 4030 270 500 2080 900 730 900 1080 985 1505 445 1800 2705 925 1800 1300 3710 2980 4000 785 3200 745 2045 705 1190 1910 1020 345 405 630 865 865 275 545 1390 1225 1230 140 775 1160 400 2120 75 535 1800 720 550 175 520 90 520 200 2325 2325 120 545 220 110 60 850 850 1100 2600 1325 2310 840 365 455 1165 1860 1500 5690 100 350 450 GOKUL AGRO MR. KANUBHAI THAKKAR M.G. 15.09.22 AS INDICATED A1 GD30 J.P. M.C OI-13121 FURNITURE PLACEMENT DETAIL 15.09.2215.09.22 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H I T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE:

600 600 600 600 600 600 600 600 600 600 600 600 603 10903 3035 75 3210 75 3035 3210 1450 600 600 600 600 600 50 50 50 50 1600 2390 50 720 600 750 800 800 1600 50 50 50 ENTRY 1 1:40 GLAZING ELEVATION GLASS 75 MM HEIGHT OTALI 800 800 BASE COAT LAID TO SLOPE 2 1:10 SECTION WITH OTALI 20 MM THICK KOTA STONE 20 MM THICK MORTAR General Notes 1. ALL MEASUREMENTS ARE IN MILIMETER 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE... 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. STRUCTURAL CONSULTANT: PLUMBING CONSULTANT: Key Plan SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: CHECKED DATE: AUTHORIZED DATE: CLIENT: PROJECT: 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S ARCHITECTS: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT M.G. 14.10.22 AS INDICATED A3 CHHATRAL SITE OFFICE GLAZING ELEVATION N.G. CHHATRAL B.K. 14.10.2214.10.22

ENTRY HALL PANTRY TOILET C01 C01 C02 C02 C02 C02 1 1:50 GLAZING DETAIL PLAN 603 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 800 800 600 750 50 50 50 50 GLASS 1 450 3210 LVL. ±0.00 PLINTH FFL. FINS AS PER DETAIL LVL. + 3750 TERRACE LVL. 2 1:20 SECTION 1 2390 50 720 50 GLASS ENTRY General Notes 1. ALL MEASUREMENTS ARE IN MILIMETER 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE... 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. STRUCTURAL CONSULTANT: PLUMBING CONSULTANT: Key Plan SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: CHECKED DATE: AUTHORIZED DATE: CLIENT: PROJECT: 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S ARCHITECTS: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT M.G. 14.10.22 AS INDICATED A3 CHHATRAL SITE OFFICE GLAZING DETAIL N.G. CHHATRAL B.K. 14.10.2214.10.22

PANTRY LVL. ± 0.00 TOILET LVL. ± 0.00 C02 C02 C02 C02 KOTA STONE FLOORING C01 C01 SP 600 600 600 600 600 MAIN AXIES 849 600 600 600 600 600 600 600 600 600 600 600 600 600 600 437 1 1:50 GROUND FLOOR 500 500 500 500 1 600 600 600 437 437 45° 45° 500 500 500 500 KOTA STONE FLOORING 2 600 600 2302 2302 HALL LVL. ± 0.00 ENTRY BASE COAT LAID TO SLOPE 2 1:10 SECTION 1 20 MM THICK KOTA STONE 20 MM THICK MORTAR LVL. ±0.00 PLINTH FFL. 120 10 20 20 MM THICK MORTAR BASE COAT LAID TO SLOPE 20 MM THICK KOTA STONE FINS AS PER DETAIL PAVER BLOCKS 3 1:20 SECTION 2 150 TILE DROP General Notes 1. ALL MEASUREMENTS ARE IN MILIMETER 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE... 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. STRUCTURAL CONSULTANT: PLUMBING CONSULTANT: Key Plan SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: CHECKED DATE: AUTHORIZED DATE: CLIENT: PROJECT: 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H T E C T S ARCHITECTS: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT M.G. 13.10.22 AS INDICATED A3 CHHATRAL SITE OFFICE FLOORING DETAIL N.G. CHHATRAL B.K. 13.10.2213.10.22

LALWANI RESIDENCE MR.LALWANI M.G. 09.09.22 AS INDICATED A1 B.K.M.C UPCOMING LEGENDS: RENDER VIEWS General Notes 1. ALL MEASUREMENTS ARE IN MILLIMETER. 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE. 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H I T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: 09.09.2209.09.22

AFTER ENTRANCE

PASSAGE

LALWANI RESIDENCE MR.LALWANI M.G. 09.09.22 AS INDICATED A1 B.K.M.C UPCOMING LEGENDS: General Notes 1. ALL MEASUREMENTS ARE IN MILLIMETER. 2. DO NOT SCALE THE DRAWING FOR ANY MEASUREMENTS.REFER ONLY TO THE DIMENSIONS 3. IF THERE IS ANY DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS OR ANY OTHER DISCREPANCY TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 4. ALL DIMENSIONS ARE FROM UNFINISHED SURFACE TO UNFINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 5. LEVEL TO BE DECIDED ON SITE WITH REFERANCE TO AVAILABLE FLOOR GRADIENT IN CONCILIATION WITH ARCHITECTURAL DRAWING. 6. CHICKENMESH TO BE PROVIDED AT EVERY JUNCTION OF BRICK AND CONCRETE, TO BE PLASTERD. 7. STRUCTURAL ENGINEER SHOULD BE APPROVED THE SITE CONDITION BEFORE ERECTION OF STRUCTURAL STEEL COMPONENTS AND ALL CASTING OF CONCRETE. 8. SOIL TESTING TO BE CARRIED OUT BEFORE COMMENCEMENT OF THE FOUNDATION.ANY DEVIATION FROM THE SOILS REPORT SHALL BE BROUGHT TO ATTENTION TO THE STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL INFORM AND OBTAIN PERMISSION FROM THE ARCHITECT BEFORE MAKING ANY DEVIATIONS FROM THE DRAWINGS.. 10. CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION IS HAPPENING BASED ON THE MOST UPDATED REVISED DRAWINGS. SHOWN. 906-BROOKLYN TOWER, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD. 380051 PHONE 079 66118910 Email-info@openideas.co.in A R C H I T E C T S KEY PLAN SCALE DRAWN DATE: SIZE REV DRAWING NUMBER. DRAWING TITLE: CONSTRUCTION DOCUMENTS: PROJECT NO: ARCHITECTS: STRUCTURAL CONSULTANT: CLIENT: PROJECT: PLUMBING CONSULTANT: ELECTRICAL CONSULTANT: LANDSCAPE CONSULTANT: REV.REMARKSDATEDEALT CHECKED DATE: AUTHORIZED DATE: 09.09.2209.09.22 PASSAGE RENDER VIEWS