Ayanagar Full Projects DWG Full Project for AutoCAD

STRUCTURE DETAIL OF FULL PROJECTS AYANAGAR FULL PROJECTS

Drawing labels, details, and other text information extracted from the CAD file:

col.mark, conc. mix, col.size, col.reinf., plinth lvl., ground floor roof lvl, column schedule, plinth level plan, in ductility zone, rest, for, col.mark, conc. mix, col.size, col.reinf., ground floor roof lvl, first floor roof lvl, col.mark, conc. mix, col.size, col.reinf., first floor roof lvl, terrace lvl, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, in ductility zone, rest, for, title, scale, drg. no., project, date, no., sign, revision, drawn, checked, approved, rev. mk., house at aaya nagar, column schedule, yazdan, arif khan, structures, architects, la. interiors, notes, first floor roof framing plan, lvl, beam, lvl, beam, lvl, beam, lvl, beam, lvl, beam, lvl, beam, lvl, beam, lvl, beam, lvl, beam, thk., thk., thk., section, t.o.s, beam, beam, section, t.o.s, typical ledge, title, scale, drg. no., project, date, no., sign, revision, drawn, checked, approved, rev. mk., house at aaya nagar, first floor roof framiing plan, yazdan, arif khan, notes, arif khan, detail, structures, architects, la. interiors, notes, mix of concrete shall be, all dimensions shall be compared with the, any shall be got reconciled before, execution at site., all dimensions are in mm unless, figured dimensions only shall be followed., relevant architectural drawings discripancy if, otherwise specified., title, scale, drg. no., project, date, no., sign, revision, drawn, checked, approved, rev. mk., house at aaya nagar, first floor roof beams detail, yazdan, arif khan, structures, architects, la. interiors, title, scale, drg. no., project, owner, date, no., sign, revision, drawn, checked, approved, rev. mk., mr., housing drg., foundation plan, ali, structural drg., arif, notes, all dimensions shall be compared with the, be got reconciled before execution at site., foundation’s, all dimensions are in mm unless otherwise specified., foundation base lean concrete shall be of, coarse sand: graded stone, mix of concrete shall be unless otherwise, clear cover to all reinf. for r.c.c members shall, bottom, columns, beams, rcc wall, slabs, all reinforcement shall be in form of high strength, cold rolled deformed steel bars of grade, lap length of steel reinforcing bars shall, mix of concrete, reif. bars, standard hooks shall be provided at the, is the dia of reinf. bars, figured dimensions only shall be followed., architectural drawings and discripancy if any shall, specified., be as, conforming to, of all bars., arif, section detail, a.c. s.e., foundation plan, ngl., footing, p.c.c, col., col.mark, conc. mix, col.size, col.reinf., foundation lvl., plinth lvl, column schedule, section, ngl., footing, p.c.c, col., section, lvl, beam, lvl, beam, lvl, beam, lvl, beam, lvl, beam, lvl, beam, lvl, beam, lvl, beam, lvl, beam, section, plinth level plan, plinth beams, beam, beam, beam, ngl., footing, p.c.c, col., section, ngl., footing, p.c.c, col., section, ngl., footing, p.c.c, col., section, beam, beam, ngl., footing, p.c.c, col., section, ngl., footing, p.c.c

Raw text data extracted from CAD file:

1 O \A1;1'-6" \A1;9" \A1;9" \A1;1'-6" \A1;1'-0" \A1;1'-6" \A1;1'-6" \A1;1'-0" \A1;1'-0" \A1;9" \A1;5'-6" \A1;4\S1/2;" \A1;14'-10\S1/2;" \A1;4\S1/2;" \A1;62'-2" \A1;33'-4" \A1;3'-6" \A1;8'-2" \A1;7'-11" \A1;16'-6" \A1;17'-3\S1/2;" \A1;12'-9" \A1;4\S1/2;" \A1;16'-3\S1/2;" \A1;16'-3\S1/2;" \A1;4\S1/2;" \A1;2'-0" \A1;5'-6\S1/2;" \A1;1'-6" \A1;9" \A1;1'-0" \A1;9" \A1;9" \A1;1'-8\S1/2;" \A1;9" \A1;1'-6" \A1;1'-6" \A1;9" \A1;9" \A1;1'-6" \A1;1'-0" \A1;9" \A1;9" \A1;1'-6" \A1;9" \A1;1'-6" \A1;9" \A1;1'-6" COL.MARK CONC. MIX COL.SIZE COL.REINF. C1 PLINTH LVL. TO GROUND FLOOR ROOF LVL M-20 C2 M-20 C4 C5 M-20 COLUMN SCHEDULE 5 5 4 20+ 6 16 9"x1'-6" 9"x1'-6" 1'-0"x1'-6" 8 16+ 2 12 5 5 5 5 PLINTH LEVEL PLAN C3 M-20 M-20 6 16 5 5 6 20+ 4 16 1'-0"x1'-6" 9"x 1'-0" 5 5 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR 6 16+ 4 12 A B D 1 2 3 4 5 5' 4' C C1 C1 C3 C5 C5 C6 C5 C5 C2 C3 C2 C3 C3A C2 C1 C4 C1 C2 C2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COL.MARK CONC. MIX COL.SIZE COL.REINF. C1 GROUND FLOOR ROOF LVL TO FIRST FLOOR ROOF LVL M-20 C2 M-20 C4 C5 M-20 5 6 16+ 4 12 9"x1'-6" 9"x1'-6" 9"x1'-6" 4 16+ 6 12 5 5 5 5 C3 M-20 M-20 4 16+ 2 12 10 16 9"x1'-6" 9"x 1'-0" 5 5 4 16+ 6 12 5 COL.MARK CONC. MIX COL.SIZE COL.REINF. C1 FIRST FLOOR ROOF LVL TO TERRACE LVL M-20 C2 M-20 C4 C5 M-20 5 4 16+ 6 12 9"x1'-6" 9"x1'-6" 10 12 5 5 C3 M-20 M-20 6 12 4 16+ 6 12 9"x1'-6" 9"x 1'-0" 5 5 9"x1'-6" 10 12 5 5 5 5 5 5 lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 TITLE SCALE DRG. NO. PROJECT DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:25 22.07.2013 HOUSE AT AAYA NAGAR COLUMN SCHEDULE AN/S-104 R0 YAZDAN ARIF KHAN ARIF KHAN STRUCTURES ARCHITECTS LA. INTERIORS NOTES A1 1 O 00.0 \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;9" \A1;1'-6" \A1;9" \A1;5'-6" \A1;4\S1/2;" \A1;14'-10\S1/2;" \A1;4\S1/2;" \A1;62'-2" \A1;33'-4" \A1;3'-6" \A1;8'-2" \A1;7'-11" \A1;16'-6" \A1;17'-3\S1/2;" \A1;12'-9" \A1;4\S1/2;" \A1;16'-3\S1/2;" \A1;16'-3\S1/2;" \A1;4\S1/2;" \A1;2'-0" \A1;5'-6\S1/2;" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;2'-3" \A1;4'-6" \A1;2'-3" \A1;4'-6" \A1;4' \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;2'-3" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;4' \A1;3'-6" \A1;5'-6" \A1;2'-3" \A1;4'-6" \A1;2'-6" \A1;1'-6" \A1;3'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-9" \A1;4'-9" \A1;4'-6" \A1;2' \A1;2' \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;3'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;1'-8" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;3' \A1;1'-6" \A1;1'-6" \A1;3' \A1;4'-6" \A1;4" \A1;6" \A1;10" \A1;4" \A1;6" \A1;AS/ARCH FIRST FLOOR ROOF FRAMING PLAN lvl as/arch BEAM B1(9"X1'-6") S1 S2 2 16 2 16 1'-6" lvl as/arch BEAM B2(9"X1'-6") 3 12 3 12 1'-6" lvl as/arch BEAM B3(9"X1'-6") S1 2 16 1'-6" lvl as/arch BEAM B4(9"X1'-6") S1 S1 2 16 1'-6" lvl as/arch BEAM B5(9"X1'-6") S1 S1 2 16 1'-6" lvl as/arch BEAM B6(9"X1'-6") S1 S2 2 16 2 16 1'-6" S1 S1 lvl as/arch BEAM B7(9"X1'-6") S2 S1 2 16 1'-6" S1 S1 lvl as/arch BEAM B8(9"X1'-6") S1 2 16 2 16 1'-6" lvl as/arch BEAM B9(9"X1'-6") S1 S1 2 16 2 16 1'-6" S1 8@6"C/C 1 8@7"C/C 2 8@8"C/C 3 8@9"C/C 4 8@6"C/C 8@4"C/C A 8@5"C/C B C 8@7"C/C D 5" THK. S1 6" THK. S3 5" THK. S6 SECTION B-B T.O.S AS/ARCH S1 S2 @6"c/c @8"c/c @6"c/c 8(2L) @5"c/c @8"c/c @5"c/c 8(2L) BEAM B4A(9"X1'-6") 2 16 2 16 1'-6" 5 BEAM B6A(9"X1'-6") 3 12 3 12 1'-6" 5 A B D 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5' 5 5 4' C 5 C1 C1 C1 C5 C5 C2 C5 C5 C2 C2 C1 C1 C3 C2 C2 C4 C1 C1 C1 B1 B1 B3 B2 B2 B4 B4 B4 B4 B5 B5 B2 B2 B6 B6 B7 B7 B8 B8 B9 B9 5 5 B B 5 5 5 5 2 2 S1 S3 S3 S3 S3 S4 S3 S6 S5 D B 5 5 5 B D 5 5 5 5 5 5 5 2 3 D B D 4 4 3 4 5 5 D 5 5 D 5 5 D 3 3 3 3 5 D 5 5 B4A B4A B6A B6A B3 B 5 5 3 16 1 16 5 5 2 16+1 12 1 12 1 16 1 12 5 1 12 2 16+1 12 8(2L)6"c/c 8(2L)8"c/c 8(2L)5"c/c 8(2L)8"c/c 5 5 1 16 1 16 3 16 8(2L)8"c/c 5 1 16 3 16 5 5 3 16 8(2L)4"c/c 5 1 12 5 5 2 16+1 12 2 16 5 5 2 16+1 12 1 12 1 12 5 5 1 12 1 12 2 16+1 12 2 16+1 12 5 5 1 12 1 12 5 5 5 5 2 16+1 12 2 16+1 12 8(2L)6"c/c 5 5 1 12 1 12 2 16+1 12 5 5 1 12 1 12 2 16+1 12 5 1 16 3 16 5 5 2 16+1 12 5 5 2 16+1 12 5 5 2 16+1 12 5 2 16+1 12 1 12 1 12 5 5 2 16+1 12 1 12 1 12 5 5 3 16 5 5 2 16 5 3 16 5 5 2 16+1 12 5 5 2 16+1 12 1 12 1 12 8(2L)6"c/c 8(2L)6"c/c 8(2L)6"c/c 8(2L)8"c/c 5 8(2L)6"c/c 5 2 16+1 12 1 12 1 12 5 5 5 2 16+1 12 1 12 1 12 S1 3 3 S1 2 S1 5 B B A A SECTION A-A T.O.S AS/ARCH 5 5 1 12 1 12 2 16+1 12 2 16 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 5 5 2 16+1 12 1 12 1 12 S4 00.0 5 5 5 <> <> AS/ARCH TYPICAL LEDGE TITLE SCALE DRG. NO. PROJECT DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:100,50,25 22.07.2013 HOUSE AT AAYA NAGAR FIRST FLOOR ROOF FRAMIING PLAN AN/S-105 R0 YAZDAN ARIF KHAN NOTES ARIF KHAN & DETAIL STRUCTURES ARCHITECTS LA. INTERIORS Notes 4. MIX OF CONCRETE SHALL BE M-25 1. ALL DIMENSIONS SHALL BE COMPARED WITH THE ANY SHALL BE GOT RECONCILED BEFORE EXECUTION AT SITE. 3. ALL DIMENSIONS ARE IN mm UNLESS 2. FIGURED DIMENSIONS ONLY SHALL BE FOLLOWED. RELEVANT ARCHITECTURAL DRAWINGS DISCRIPANCY IF OTHERWISE SPECIFIED. TITLE SCALE DRG. NO. PROJECT DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:50 22.07.2013 HOUSE AT AAYA NAGAR FIRST FLOOR ROOF BEAMS DETAIL AN/S-106 R0 YAZDAN ARIF KHAN ARIF KHAN STRUCTURES ARCHITECTS LA. INTERIORS A1 A0 1 O \A1;(5'-6"X5'-6") \A1;1'-0" \A1;4" \A1;5'-0" \A1;1'-6" \A1;9" \A1;9" \A1;1'-6" \A1;1'-0" \A1;1'-6" \A1;(5'-6"X5'-6") \A1;1'-3" \A1;4" \A1;5'-0" 00.0 \A1;1'-4" \A1;1'-4" \A1;1'-4" \A1;1'-4" \A1;1'-4" \A1;1'-4" \A1;1'-4" \A1;1'-4" \A1;1'-4" TITLE SCALE DRG. NO. PROJECT OWNER DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:100,50.25 08.05.2013 MR. HOUSING DRG. FOUNDATION PLAN BQ/S-101 0 Ali STRUCTURAL DRG. ARIF NOTES 1. ALL DIMENSIONS SHALL BE COMPARED WITH THE RELEVANT, BE GOT RECONCILED BEFORE EXECUTION AT SITE. FOUNDATION'S 3. ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE SPECIFIED. 4. FOUNDATION BASE LEAN CONCRETE SHALL BE OF MIX.1:4:8 (I CEMENT:4 COARSE SAND: 8 GRADED STONE AGG.) 5. MIX OF CONCRETE SHALL BE M-25 UNLESS OTHERWISE 6. CLEAR COVER TO ALL REINF. FOR R.C.C MEMBERS SHALL BOTTOM 75mm TOP/SIDES 50mm COLUMNS 40mm BEAMS 25mm RCC WALL 20mm SLABS 20mm 7. ALL REINFORCEMENT SHALL BE IN FORM OF HIGH STRENGTH COLD ROLLED DEFORMED STEEL BARS OF GRADE fe-415, 8. LAP LENGTH OF STEEL REINFORCING BARS SHALL BE:- MIX OF CONCRETE M-20 REIF. BARS 50D 9. STANDARD `L' HOOKS SHALL BE PROVIDED AT THE ENDS, `D' IS THE DIA OF REINF. BARS 2. FIGURED DIMENSIONS ONLY SHALL BE FOLLOWED. ARCHITECTURAL DRAWINGS AND DISCRIPANCY IF ANY SHALL SPECIFIED. BE AS UNDER:- CONFORMING TO IS:1786-1985. OF ALL BARS. ARIF & SECTION DETAIL \A1;1'-4" \A1;9" \A1;1'-4" \A1;9" \A1;1'-4" \A1;9" \A1;14'-10\S1/2;" \A1;62'-2" \A1;33'-4" \A1;5'-6" \A1;4\S1/2;" \A1;16'-6" \A1;17'-3\S1/2;" \A1;12'-9" \A1;4\S1/2;" \A1;4\S1/2;" \A1;16'-3\S1/2;" \A1;16'-3\S1/2;" \A1;4\S1/2;" \A1;3'-6" \A1;2'-0" \A1;8'-2" \A1;7'-11" \A1;5'-6\S1/2;" \A1;2'-9" \A1;3'-0" \A1;2'-6" \A1;5'-6" \A1;2'-9" \A1;5'-6" \A1;3'-6" \A1;8'-9" \A1;7'-0" \A1;3'-6" \A1;17'-6" \A1;8'-9" \A1;(8'-0"X8'-0") \A1;1'-9" \A1;4" \A1;5'-3" \A1;7'-0" \A1;3'-6" \A1;3'-6" \A1;17'-0" \A1;8'-6" \A1;8'-6" \A1;(7'-6"X7'-0") \A1;4" \A1;1'-6" \A1;5'-3" \A1;5'-6" \A1;2'-9" \A1;2'-9" \A1;5'-6" \A1;2'-9" \A1;2'-9" \A1;8'-0" \A1;4'-0" \A1;4'-0" \A1;8'-0" \A1;4'-0" \A1;4'-0" \A1;(8'-0"X8'-0") \A1;1'-6" \A1;4" \A1;5'-0" \A1;1'-6" \A1;1'-0" \A1;1'-0" \A1;9" \A1;1'-6" \A1;1'-3" \A1;1'-6" \A1;1'-3" \A1;2'-9" \A1;2'-5" \A1;2'-3" \A1;2'-3" \A1;3'-2" \A1;3'-3" \A1;3'-2" \A1;3'-6" \A1;7'-6" \A1;3'-9" \A1;3'-9" \A1;7'-0" \A1;3'-6" \A1;8'-0" \A1;4'-0" \A1;4'-0" \A1;8'-0" \A1;4'-0" \A1;4'-0" \A1;AS/PLAN \A1;1'-9" \A1;4" \A1;5'-3" \A1;AS/PLAN \A1;1'-9" \A1;4" \A1;5'-3" \A1;5'-6" \A1;4\S1/2;" \A1;14'-10\S1/2;" \A1;4\S1/2;" \A1;62'-2" \A1;33'-4" \A1;3'-6" \A1;8'-2" \A1;7'-11" \A1;16'-6" \A1;17'-3\S1/2;" \A1;12'-9" \A1;4\S1/2;" \A1;16'-3\S1/2;" \A1;16'-3\S1/2;" \A1;4\S1/2;" \A1;2'-0" \A1;5'-6\S1/2;" \A1;3" \A1;2" \A1;(2'-9"X2'-9") \A1;4" \A1;(3'-9"X3'-0") \A1;4" \A1;1'-0" \A1;4" \A1;5'-0" \A1;1'-6" A.C. S.E. FOUNDATION PLAN (5'-6"X5'-6") 5 5 NGL. FOOTING F1 12@6"C/C 12@6"C/C 4"THICK P.C.C COL. 5 COL.MARK CONC. MIX COL.SIZE COL.REINF. C1 FOUNDATION LVL. TO PLINTH LVL M-20 C2 M-20 C4 C5 M-20 COLUMN SCHEDULE 5 5 4 20+ 6 16 9"x1'-6" 9"x1'-6" 1'-0"x1'-6" 8 16+ 2 12 5 5 5 5 SECTION 1-1 (5'-6"X5'-6") 5 5 NGL. FOOTING F2 12@6"C/C 12@6"C/C 4"THICK P.C.C COL. 5 SECTION 2-2 A lvl as/arch BEAM PB1(9"X1'-4") S1 S1 3 12 3 12 5 lvl as/arch BEAM PB2(9"X1'-4") S1 2 12 2 12 5 lvl as/arch BEAM PB3(9"X1'-4") S1 3 12 3 12 5 S1 lvl as/arch BEAM PB4(9"X1'-4") S1 S1 3 12 3 12 5 lvl as/arch BEAM PB5(9"X1'-4") S1 S1 3 12 3 12 5 lvl as/arch BEAM PB6(9"X1'-4") S1 S1 3 12 3 12 5 S1 S1 lvl as/arch BEAM PB7(9"X1'-4") S1 S1 3 12 3 12 5 S1 S1 lvl as/arch BEAM PB8(9"X1'-4") S1 S1 3 12 3 12 5 lvl as/arch BEAM PB9(9"X1'-4") S1 S1 3 12 3 12 5 S1 S1 S1 SECTION A-A S1 @6"c/c @8"c/c @6"c/c 8(2L) PLINTH LEVEL PLAN PB1 PB3 PB2 PB2 PB4 PB4 PB4 PB4 PB5 PB5 PB2 PB3 PB2 PB6 PB7 PB7 PB8 PB8 PB9 PB9 PB1 PB4A PB4A PB6 PB1A PB1A PLINTH BEAMS BEAM PB1A(9"X1'-4") 2 12 2 12 5 5 BEAM PBX(9"X1'-4") 2 12 2 12 5 5 BEAM PB4A(9"X1'-4") 3 12 3 12 5 5 A B D 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5' 5 5 4' C 5 F2 2 2 C1 C1 C1 C5 C5 C2 C5 C5 C2 C2 C1 C1 C3 C2 C2 C4 C1 C1 5 5 5 5 5 5 5 5 5 5 5 5 CF1 CF1 (8'-0"X8'-0") 5 5 NGL. FOOTING F5 12@4"C/C 12@4"C/C 4"THICK P.C.C COL. 5 SECTION 5-5 5 5 5 5 5 5 CF2 CF2 (7'-6"X7'-0") 5 5 NGL. FOOTING F3 12@5"C/C 12@5"C/C 4"THICK P.C.C COL. 5 SECTION 3-3 CF1 F3 FB3 FB3 F3 FB3 FB3 FB3 FB3 FB3 FB3 C1 F5 F1 5 5 5 5 5 5 F5 5 5 5 5 5 5 F4 (8'-0"X8'-0") 5 5 NGL. FOOTING F4 12@4"C/C 12@4"C/C 4"THICK P.C.C COL. 5 SECTION 4-4 F5 F4 F1 CF2 1 1 4 4 C3 M-20 M-20 6 16 5 5 6 20+ 4 16 1'-0"x1'-6" 9"x 1'-0" 5 5 2 16+2 12 5 5 4 16 8@6"C/C BEAM FB2 1'-6"X1'-3" 4 16 5 5 4 16 8@6"C/C BEAM FB3 1'-6"X1'-3" FB2 FB2 F4 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 5 5 5 5 5 5 5 5 AS/PLAN 5 5 NGL. FOOTING CF1 12@4"C/C 12@4"C/C 4"THICK P.C.C COL. 5 SECTION CF1-CF1 12@4"C/C 10@8"C/C AS/PLAN 5 5 NGL. FOOTING CF2 12@4"C/C 12@4"C/C 4"THICK P.C.C COL. 5 SECTION CF2-CF2 10@5"C/C 10@8"C/C IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 IN DUCTILITY ZONE & REST 8@8"c/c 10@6"c/c FOR lo= 750 6 16+ 4 12 A B D 1 2 3 4 5 5' 4' C C1 C1 C3 C5 C5 C6 C5 C5 C2 C3 C2 C3 C3A C2 C1 C4 C1 C2 C2 PBX PBX 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S1 S1 S1 A 5 TYPICAL TIE SLAB 8@9"C/C 2"THICK P.C.C 5 AT MID THICKNESS F1 (2'-9"X2'-9") 5 (3'-9"X3'-0") 5 5 5 NGL. FOOTING F1 4"THICK P.C.C COL. 5 SECTION 1-1 5 F3 WELL COMPACTED EARTH FILL LVL. AS/ARCH TITLE SCALE DRG. NO. PROJECT DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:100,50.25 15.06.2013 HOUSE AT AAYA NAGAR PLINTH LEVEL FRAMIING PLAN AN/S-102 R1 4 5 6 7 I J J I YAZDAN ARIF KHAN NOTES 1. ALL DIMENSIONS SHALL BE COMPARED WITH THE RELEVANT, BE GOT RECONCILED BEFORE EXECUTION AT SITE. FOUNDATION'S 3. ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE SPECIFIED. 4. FOUNDATION BASE LEAN CONCRETE SHALL BE OF MIX.1:4:8 (I CEMENT:4 COARSE SAND: 8 GRADED STONE AGG.) 5. MIX OF CONCRETE SHALL BE M-20 UNLESS OTHERWISE 6. CLEAR COVER TO ALL REINF. FOR R.C.C MEMBERS SHALL BOTTOM 75mm TOP/SIDES 50mm COLUMNS 40mm BEAMS 25mm RCC WALL 20mm SLABS 20mm 7. ALL REINFORCEMENT SHALL BE IN FORM OF HIGH STRENGTH COLD ROLLED DEFORMED STEEL BARS OF GRADE fe-415, 8. LAP LENGTH OF STEEL REINFORCING BARS SHALL BE:- MIX OF CONCRETE M-20 REIF. BARS 50D 9. STANDARD `L' HOOKS SHALL BE PROVIDED AT THE ENDS, `D' IS THE DIA OF REINF. BARS 2. FIGURED DIMENSIONS ONLY SHALL BE FOLLOWED. ARCHITECTURAL DRAWINGS AND DISCRIPANCY IF ANY SHALL SPECIFIED. BE AS UNDER:- CONFORMING TO IS:1786-1985. OF ALL BARS. ARIF KHAN & BEAMS DETAIL STRUCTURES ARCHITECTS LA. INTERIORS 1 O 00.0 \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;9" \A1;1'-6" \A1;9" \A1;5'-6" \A1;4\S1/2;" \A1;14'-10\S1/2;" \A1;4\S1/2;" \A1;62'-2" \A1;33'-4" \A1;3'-6" \A1;8'-2" \A1;7'-11" \A1;16'-6" \A1;17'-3\S1/2;" \A1;12'-9" \A1;4\S1/2;" \A1;16'-3\S1/2;" \A1;16'-3\S1/2;" \A1;4\S1/2;" \A1;2'-0" \A1;5'-6\S1/2;" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;2'-3" \A1;4'-6" \A1;4'-3" \A1;4'-6" \A1;4'-3" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;2'-3" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;4' \A1;2'-3" \A1;4'-3" \A1;2'-6" \A1;1'-6" \A1;3'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-9" \A1;4'-9" \A1;4'-6" \A1;2' \A1;2' \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;3'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;1'-8" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;3' \A1;1'-6" \A1;1'-6" \A1;3' \A1;4'-6" \A1;4" \A1;6" \A1;10" \A1;4" \A1;6" \A1;AS/ARCH \A1;Ld \A1;4" \A1;9"X4" \A1;4" \A1;9"X4" \A1;Ld \A1;4" \A1;9"X4" \A1;Ld \A1;4" \A1;9"X4" \A1;Ld GROUND FLOOR ROOF FRAMING PLAN lvl as/arch BEAM B1(9"X1'-6"/4") S1 S2 2 16 2 16 1'-6" lvl as/arch BEAM B2(9"X1'-6"/4") 3 12 3 12 1'-6" lvl as/arch BEAM B3(9"X1'-6") S1 2 16 1'-6" lvl as/arch BEAM B4(9"X1'-6") S1 S1 2 16 1'-6" lvl as/arch BEAM B5(9"X1'-6"/4") S1 S1 2 16 1'-6" lvl as/arch BEAM B6(9"X1'-6") S1 S2 2 16 2 16 1'-6" S1 S1 lvl as/arch BEAM B7(9"X1'-6") S2 S1 2 16 1'-6" S1 S1 lvl as/arch BEAM B8(9"X1'-6") S1 2 16 2 16 1'-6" lvl as/arch BEAM B9(9"X1'-6") S1 S1 2 16 2 16 1'-6" S1 8@6"C/C 1 8@7"C/C 2 8@8"C/C 3 8@9"C/C 4 8@6"C/C 8@4"C/C A 8@5"C/C B C 8@7"C/C D 5" THK. S1 6" THK. S3 5" THK. S6 SECTION B-B T.O.S AS/ARCH S1 S2 @6"c/c @8"c/c @6"c/c 8(2L) @5"c/c @8"c/c @5"c/c 8(2L) BEAM B4A(9"X1'-6") 2 16 2 16 1'-6" 5 BEAM B6A(9"X1'-6") 3 12 3 12 1'-6" 5 A B D 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5' 5 5 4' C 5 C1 C1 C1 C5 C5 C2 C5 C5 C2 C2 C1 C1 C3 C2 C2 C4 C1 C1 C1 B1 B1 B3 B2 B2 B4 B4 B4 B4 B5 B5 B2 B2 B6 B6 B7 B7 B8 B8 B9 B9 B B 5 5 5 5 2 2 S1 S3 S3 S3 S3 S4 S3 S6 S5 D B 5 5 5 E D 5 5 5 5 5 5 5 2 3 D B D 4 2 3 3 5 5 D 5 5 D 5 5 D 3 3 3 3 5 D 5 5 B4A B4A B6A B6A B3 E 5 5 3 16 1 16 5 5 2 16+1 12 1 12 1 16 1 12 5 1 12 2 16+1 12 8(2L)6"c/c 8(2L)8"c/c 8(2L)5"c/c 8(2L)8"c/c 5 5 1 16 1 16 3 16 8(2L)8"c/c 5 1 16 3 16 5 5 3 16 8(2L)4"c/c 5 1 12 5 5 2 16+1 12 2 16 5 5 2 16+1 12 1 12 1 12 5 5 1 12 1 12 2 16+1 12 2 16+1 12 5 5 1 12 1 12 5 5 5 5 2 16+1 12 2 16+1 12 8(2L)6"c/c 5 5 1 12 1 12 2 16+1 12 5 5 1 12 1 12 2 16+1 12 5 1 16 3 16 5 5 2 16+1 12 5 5 2 16+1 12 5 5 2 16+1 12 5 2 16+1 12 1 12 1 12 5 5 2 16+1 12 1 12 1 12 5 5 3 16 5 5 2 16 5 3 16 5 5 2 16+1 12 5 5 2 16+1 12 1 12 1 12 8(2L)6"c/c 8(2L)6"c/c 8(2L)6"c/c 8(2L)8"c/c 5 8(2L)6"c/c 5 2 16+1 12 1 12 1 12 5 5 5 2 16+1 12 1 12 1 12 S1 3 3 S1 2 S1 5 B B A A SECTION A-A T.O.S AS/ARCH 5 5 1 12 1 12 2 16+1 12 2 16 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 5 5 2 16+1 12 1 12 1 12 S4 00.0 5 5 5 <> <> AS/ARCH TYPICAL LEDGE 2 12 Ld 5 9"X4" 2 12 Ld 5 9"X4" 2 12 Ld 5 9"X4" 2 12 Ld 5 9"X4" 10@5"C/C E B TITLE SCALE DRG. NO. PROJECT DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:100,50,25 06.08.2013 HOUSE AT AAYA NAGAR GROUND FLOOR ROOF FRAMIING PLAN AN/S-103 R0 YAZDAN ARIF KHAN NOTES ARIF KHAN & DETAIL STRUCTURES ARCHITECTS LA. INTERIORS 4. MIX OF CONCRETE SHALL BE M-25 1. ALL DIMENSIONS SHALL BE COMPARED WITH THE ANY SHALL BE GOT RECONCILED BEFORE EXECUTION AT SITE. 3. ALL DIMENSIONS ARE IN mm UNLESS 2. FIGURED DIMENSIONS ONLY SHALL BE FOLLOWED. RELEVANT ARCHITECTURAL DRAWINGS DISCRIPANCY IF OTHERWISE SPECIFIED. TITLE SCALE DRG. NO. PROJECT DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:50 06.08.2013 HOUSE AT AAYA NAGAR GROUND FLOOR ROOF & BEAMS DETAIL AN/S-103a R0 YAZDAN ARIF KHAN ARIF KHAN STRUCTURES ARCHITECTS LA. INTERIORS A1 A0 LEGEND:- BOTTOM BAR TOP BAR CUTOUT SUNK 1 O 00.0 \A1;1'-6" \A1;1'-6" \A1;7'-11" \A1;4'-7\S1/2;" \A1;10'-9" \A1;3' \A1;3' \A1;3'-6" \A1;3'-6" \A1;1'-6" A.C. S.E. MUMTY LVL FRAMING PLAN lvl as/arch BEAM MB1(9"X1'-6") 3 12 3 12 1'-6" lvl as/arch BEAM MB2(9"X1'-6") S1 2 16 2 16 1'-6" S1 8@6"C/C 1 8@7"C/C 2 8@8"C/C 3 8@9"C/C 4 8@6"C/C 8@4"C/C A 8@5"C/C B C 8@7"C/C D 5" THK. S1 6" THK. S3 5" THK. S6 SECTION M-M T.O.S AS/ARCH S1 S2 @6"c/c @8"c/c @6"c/c 8(2L) @5"c/c @8"c/c @5"c/c 8(2L) D 4 5 5 5' 5 4' C C5 C5 C5 C5 C1 MB1 MB1 MB2 8(2L)8"c/c 8(2L)6"c/c 8(2L)8"c/c S4 00.0 3 3 5 B 5 B D D 5 5 M M MB1 MB1 MB2 MB3 MB3 8(2L)6"c/c 8(2L)8"c/c 8(2L)8"c/c BEAM MB3(9"X1'-6") 8(2L)8"c/c S1 2 16 2 16 1'-6" lvl as/arch TITLE SCALE DRG. NO. PROJECT DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:100,50,25 22.07.2013 HOUSE AT AAYA NAGAR MUMTY LVL FRAMIING PLAN AN/S-109 R0 YAZDAN ARIF KHAN NOTES ARIF KHAN & DETAIL STRUCTURES ARCHITECTS LA. INTERIORS Notes 4. MIX OF CONCRETE SHALL BE M-25 1. ALL DIMENSIONS SHALL BE COMPARED WITH THE ANY SHALL BE GOT RECONCILED BEFORE EXECUTION AT SITE. 3. ALL DIMENSIONS ARE IN mm UNLESS 2. FIGURED DIMENSIONS ONLY SHALL BE FOLLOWED. RELEVANT ARCHITECTURAL DRAWINGS DISCRIPANCY IF OTHERWISE SPECIFIED. A2 O 1 \A1;6" \A1;2'-9" \A1;2'-9" \A1;10\S1/2;" \A1;6" \A1;6" \A1;2'-9" \A1;2'-9" \A1;6" \A1;6" \A1;2'-9" \A1;2'-9" \A1;10\S1/2;" \A1;6" \A1;6" \A1;1'-6" \A1;9" \A1;1'-6" \A1;1'-6" \A1;1' \A1;1' \A1;2' \A1;1' \A1;1' A.C. S.E. GROUND FLOOR LVL TO FIRST FLOOR LVL PLAN B2 B8 LB1 FIRST FLOOR LVL TO TERRACE LVL PLAN PB2/B2 LB1 LB1 PB2/B2 PB8 D 4 5' 4' C D 4 5' 4' C 1 1 2 2 3 3 4 4 2 16 2 16 8(2L)@6"c/c LB1 TIE SLAB FLOOR SLAB SECTION 2-2 SECTION 1-1 12@6"c/c 1 8@8"c/c 2 10@8"c/c 3 8@8"c/c 4 10@6"c/c 6 8@8"c/c 5 8@8"c/c 10@8"c/c 5 5 5 5 5 5 PB LB1 2 4 6 5 LB1 B2 5 5 B2 LB1 B8 PB8 5 SECTION 4-4 FLOOR SLAB SECTION 3-3 12@6"c/c 5 8@8"c/c 2 10@8"c/c 9 8@8"c/c 10 10@6"c/c 7 8@6"c/c 8 8@8"c/c 10@8"c/c+ 5 5 5 5 5 5 B2 LB1 5 5 5 3 + 6 2 5 10@8"c/c 10@8"c/c X 2 X 5 5 2 2 AS/SLAB AS/SLAB 5 AS/SLAB 12@6"c/c 3A 3A X 3A + AS/SLAB UP DN UP DN 5 AS/SLAB AS/SLAB 5 TITLE SCALE DRG. NO. PROJECT DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:100,50.25 20.07.2013 HOUSE AT AAYA NAGAR STAIRCASE DETAIL AN/S-104 R0 4 5 6 7 I J J I YAZDAN ARIF KHAN ARIF KHAN STRUCTURES ARCHITECTS LA. INTERIORS Notes PROFILES, LEVELS & OTHER DETAILS OF STAIRS FOLLOW 2. PROVISION FOR FIXING RAILING OF STAIRS SHALL BE ADEQUTALY 3. ALL FLIGHT TO REST ON FLOOR BEAMS OR MASONRY 5. CLEAR COVER TO MAIN REINF. FOR R.C.C MEMBERS 4. MIX OF CONCRETE SHALL BE M-20 UNLESS OTHERWISE SPECIFIED. SLABS 20mm BEAMS 25mm PROVIDED AS PER ARCHITECTURAL REQUIREMENT. 1. READ THIS DRG.ALONG WITH ARCHITECTURAL DRG.&FOR DIMENSIONS FB:- FLOOR BEAM LEGEND:- SHALL BE AS UNDER:- LOAD BEARING WALL. ARCHITECTURAL DRGS. LB:- LANDING BEAM 1 O 00.0 \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;9" \A1;1'-6" \A1;9" \A1;5'-6" \A1;4\S1/2;" \A1;14'-10\S1/2;" \A1;4\S1/2;" \A1;62'-2" \A1;33'-4" \A1;3'-6" \A1;8'-2" \A1;7'-11" \A1;16'-6" \A1;17'-3\S1/2;" \A1;12'-9" \A1;4\S1/2;" \A1;16'-3\S1/2;" \A1;16'-3\S1/2;" \A1;4\S1/2;" \A1;2'-0" \A1;5'-6\S1/2;" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;2'-3" \A1;4'-6" \A1;2'-3" \A1;4'-6" \A1;4' \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;2'-3" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;4' \A1;3'-6" \A1;5'-6" \A1;2'-3" \A1;4'-6" \A1;2'-6" \A1;1'-6" \A1;3'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-9" \A1;4'-9" \A1;4'-6" \A1;2' \A1;2' \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;3'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;4'-6" \A1;1'-6" \A1;1'-6" \A1;1'-8" \A1;1'-6" \A1;1'-6" \A1;4'-6" \A1;4'-6" \A1;3' \A1;1'-6" \A1;1'-6" \A1;3' \A1;4'-6" \A1;4" \A1;6" \A1;10" \A1;4" \A1;6" \A1;AS/ARCH A.C. S.E. TERRACE LVL FRAMING PLAN lvl as/arch BEAM B1(9"X1'-6") S1 S2 2 16 2 16 1'-6" lvl as/arch BEAM B2(9"X1'-6") 3 12 3 12 1'-6" lvl as/arch BEAM B3(9"X1'-6") S1 2 16 1'-6" lvl as/arch BEAM B4(9"X1'-6") S1 S1 2 16 1'-6" lvl as/arch BEAM B5(9"X1'-6") S1 S1 2 16 1'-6" lvl as/arch BEAM B6(9"X1'-6") S1 S2 2 16 2 16 1'-6" S1 S1 lvl as/arch BEAM B7(9"X1'-6") S2 S1 2 16 1'-6" S1 S1 lvl as/arch BEAM B8(9"X1'-6") S1 2 16 2 16 1'-6" lvl as/arch BEAM B9(9"X1'-6") S1 S1 2 16 2 16 1'-6" S1 8@6"C/C 1 8@7"C/C 2 8@8"C/C 3 8@9"C/C 4 8@6"C/C 8@4"C/C A 8@5"C/C B C 8@7"C/C D 5" THK. S1 6" THK. S3 5" THK. S6 SECTION B-B T.O.S AS/ARCH S1 S2 @6"c/c @8"c/c @6"c/c 8(2L) @5"c/c @8"c/c @5"c/c 8(2L) BEAM B4A(9"X1'-6") 2 16 2 16 1'-6" 5 BEAM B6A(9"X1'-6") 3 12 3 12 1'-6" 5 A B D 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5' 5 5 4' C 5 C1 C1 C1 C5 C5 C2 C5 C5 C2 C2 C1 C1 C3 C2 C2 C4 C1 C1 C1 B1 B1 B3 B2 B2 B4 B4 B4 B4 B5 B5 B2 B2 B6 B6 B7 B7 B8 B8 B9 B9 5 5 B B 5 5 5 5 2 2 S1 S3 S3 S3 S3 S4 S3 S6 S5 D B 5 5 5 B D 5 5 5 5 5 5 5 2 3 D B D 4 4 3 4 5 5 D 5 5 D 5 5 D 3 3 3 3 5 D 5 5 B4A B4A B6A B6A B3 B 5 5 3 16 1 16 5 5 2 16+1 12 1 12 1 16 1 12 5 1 12 2 16+1 12 8(2L)6"c/c 8(2L)8"c/c 8(2L)5"c/c 8(2L)8"c/c 5 5 1 16 1 16 3 16 8(2L)8"c/c 5 1 16 3 16 5 5 3 16 8(2L)4"c/c 5 1 12 5 5 2 16+1 12 2 16 5 5 2 16+1 12 1 12 1 12 5 5 1 12 1 12 2 16+1 12 2 16+1 12 5 5 1 12 1 12 5 5 5 5 2 16+1 12 2 16+1 12 8(2L)6"c/c 5 5 1 12 1 12 2 16+1 12 5 5 1 12 1 12 2 16+1 12 5 1 16 3 16 5 5 2 16+1 12 5 5 2 16+1 12 5 5 2 16+1 12 5 2 16+1 12 1 12 1 12 5 5 2 16+1 12 1 12 1 12 5 5 3 16 5 5 2 16 5 3 16 5 5 2 16+1 12 5 5 2 16+1 12 1 12 1 12 8(2L)6"c/c 8(2L)6"c/c 8(2L)6"c/c 8(2L)8"c/c 5 8(2L)6"c/c 5 2 16+1 12 1 12 1 12 5 5 5 2 16+1 12 1 12 1 12 S1 3 3 S1 2 S1 5 B B A A SECTION A-A T.O.S AS/ARCH 5 5 1 12 1 12 2 16+1 12 2 16 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 5 5 2 16+1 12 1 12 1 12 S4 00.0 5 5 5 <> <> AS/ARCH TYPICAL LEDGE TITLE SCALE DRG. NO. PROJECT DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:100,50,25 22.07.2013 HOUSE AT AAYA NAGAR TERRACE LVL FRAMIING PLAN AN/S-107 R0 YAZDAN ARIF KHAN NOTES ARIF KHAN & DETAIL STRUCTURES ARCHITECTS LA. INTERIORS Notes 4. MIX OF CONCRETE SHALL BE M-25 1. ALL DIMENSIONS SHALL BE COMPARED WITH THE ANY SHALL BE GOT RECONCILED BEFORE EXECUTION AT SITE. 3. ALL DIMENSIONS ARE IN mm UNLESS 2. FIGURED DIMENSIONS ONLY SHALL BE FOLLOWED. RELEVANT ARCHITECTURAL DRAWINGS DISCRIPANCY IF OTHERWISE SPECIFIED. TITLE SCALE DRG. NO. PROJECT DATE DATE NO. SIGN REVISION DRAWN CHECKED APPROVED REV. MK. 1:50 22.07.2013 HOUSE AT AAYA NAGAR TERRACE LVL BEAMS DETAIL AN/S-108 R0 YAZDAN ARIF KHAN ARIF KHAN STRUCTURES ARCHITECTS LA. INTERIORS A1 A0

Language	English
Drawing Type	Full Project
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Masonry, Steel, Other
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Tags	autocad, béton armé, concrete, DETAIL, DWG, formwork, full, Project, projects, reinforced concrete, schalung, stahlbeton, structure