2 -16MM DIA HILTI EXP.

ANCHOR 100MM EMB.(TYP)

10MM GAP WITH ADDITIONAL BOND BEAM DUCT OPENING SEE ADDITIONAL ANGLES TOP SLAB/ BEAM
STRUCTURE FILLED IF OPENING WIDTH MEP DRAWINGS FOR SUPPORT AT BOND L100X100X10X200 LONG KEEPER ANGLE
WITH COMPRESSIBLE 6 PLATE WALL NOT SHOWN 300MM
EXCEEDS DECK RIB BEAM DISCONTINUITY ON BOTH SIDE OF THE WALL. (TYP)
FILLER. FOR CLARITY TYPICAL DUE TO OPENINGS MEP OPENING
FLOOR
CL LOW DECK FLUTE
TYPICAL
SCHEDULE FOR RC BOND BEAM AND MULLIONS SUPPORTING LIGHT WEIGHT
300 . AAC BLOCK WALL. (M25 CONCRETE, FE500
FE550 REINFORCEMENT) (B5 TO GROUND LEVEL)
25MM MAXIMUM FROM CL OF
LINTEL
FLUTE TOBEAM
CL OF BOLT BOND BEAM DETAILS MULLION DETAILS
STRUCTURAL B ADDITIONAL BOND
TYPICAL THICKNESS WALL SH SV

350
WALL/COLUMN L 100 BEAM IF SV SIZE REINFORCEMENT SIZE REINFORCEMENT
EXCEEDS OF WALL HEIGHT (MAX) (MAX)
x 100 SVMAX AS PER (MAX) BXD TOP & BOTTOM STIRRUPS BXD VERTICAL TIES

SV
SCHEDULE 200 TO 300 X 200 4-T10 T8@125
T6@120
150 4.2M 2.6M 1.6M 150X200 2-T8 2LT6@80
2LT8@100 301 TO 400 X 200 6-T10 T6@120
T8@125

SV
SLAB ON DECK L RC
100 BOND
x 100 BEAM 200 4.2M 2.6M 1.9M 200X200 2-T8 2LT8@125
2LT6@120
200 TO 300 X 200 4-T12 T6@120
T8@125
BXD 301 TO 400 X 200 6-T12 T6@120
T8@125

D
DETAIL A DETAIL
A
LINTEL BEAM
LINTELA BEAM SCHEDULE FOR RC BOND BEAM AND MULLIONS SUPPORTING LIGHT WEIGHT
660 AAC BLOCK WALL. (M25 CONCRETE, FE500
FE550 REINFORCEMENT) (GROUND TO TERRACE)
16MM DIA HILTI KWIK TZ BOLT

WALL HEIGHT
25MM MINIMUM BOND BEAM DETAILS MULLION DETAILS
25MM MINIMUM EMBED = 100MM
CLEAR THICKNESS WALL SH SV
CLEAR(-0, +12) FOUR PER PLATE AT 300MM OC OF WALL HEIGHT (MAX) (MAX) SIZE REINFORCEMENT SIZE REINFORCEMENT
(-0, +12)
(MAX) BXD TOP & BOTTOM STIRRUPS BXD VERTICAL TIES
SV

RC BOND BEAM 200 TO 300 X 200 4-T12 T8@125

T6@120
B X D(TYP) 150 4.2M 2.1M 1.2M 150X200 2-T8 2LT6@80 301 TO 400 X 200
2LT8@100
6-T12 T6@120
T8@125
. 30MM MAXIMUM FROM CL OF 200 TO 300 X 200 4-T16 T8@125
T6@120
200 4.2M 2.1M 1.4M 200X200 2-T8 2LT6@120
2LT8@125 301 TO 400 X 200
A
FLUTE TO CL OF BOLT 6-T12 T8@125
T6@120
TYPICAL
16 DIA HILTI KWIK TZ BOLT, EMDED = 16mm L 100 x 100 x 10 x 375 LONG
L 100 x 100 x 310MMx 250 LONG TWO PER ANGLE, ONE PER FLUTE CL AT 1200 OC EACH SIDE
PROVIDE 6MM PLATE x 450 AT 1200 OC EACH SIDE OF BOLT. SHALL BE 25MM MAXIMUM FROM CL SEE NOTE 1 SHEET NOTES:
LONG x 650 WIDE AT 1200 OC SEE NOTE 1 3 OF FLUTE
SCHEDULE FOR RC LINTEL SUPPORTING LIGHT WEIGHT AAC
B
BOND BEAM. SEE BLOCK WALL. (M25 CONCRETE, FE500
FE550 REINFORCEMENT) B B 30 MM 1. READ THIS DRAWING IN CONJUNCTION WITH
ARCHITECTURAL, SERVICES DRAWINGS, TECHNICAL
SH BOND BEAM. SEE SH SCHEDULE FOR REINF. COVER (TYP) SPECIFICATIONS AND ALL CONTRACT DOCUMENTS.
THICKNESS DEPTH OF SPAN REINFORCEMENT
SCHEDULE FOR REINF. RC BOND BEAM
5 (TYP)
LIGHT WEIGHT AAC BLOCK OF WALL LINTEL (M) TOP & BOTTOM STIRRUPS 2. ALL DIMENSIONS ARE IN MM UON. DRAWINGS SHALL
LIGHT WEIGHT AAC BLOCK WALL

D
SV

NOT BE SCALED, ONLY WRITTEN DIMENSION SHALL

WALL 150 200 UP TO 2.5M 1-T10 1LT8@125
1L-T6@120 BE FOLLOWED.
PARTIAL HEIGHT COURSE
WHERE REQUIRED EQ EQ 3. STRUCTURE IS DESIGNED FOR THE NUMBER OF
PARTIAL HEIGHT COURSE NOTE: 200 200 UP TO 3.0M 2-T10 2LT8@125
2L-T6@120 FLOORS INDICATED IN DRAWING S0-002.
WHERE REQUIRED BEAM WITH BEAM MULLION
FLOOR 4. REFERENCE DRAWINGS:
1. AT CONTINUOUS WALL INTERSECTIONS, SEE TYPICAL PLAN DETAIL AT MASONRY WALL 200 250 UP TO 3.5M 2-T10 2L-T6@120
1 WITH
2LT8@125 BAR TOP 2BARS TOP
NOTE: WITH INTERLOCKED INTERSECTIONS FOR BRACE SPACING REQUIREMENTS DRAWING LISTS, GENERAL NOTES S0 SERIES
AND AND
AND LOADING DIAGRAMS DRAWINGS
BOTTOM BOTTOM
1. AT CONTINUOUS WALL INTERSECTIONS, SEE TYPICAL PLAN DETAIL AT MASONRY WALL
WITH INTERLOCKED INTERSECTIONS FOR BRACE SPACING REQUIREMENTS A TYPICAL TOP BRACE DETAIL AT INTERIORWINDOW
AACOPENING
FLOOR PLANS S1 SERIES
DRAWINGS
MULLIONS B X D (TYP) DOOR OPENING
TYPICAL TOP BRACE DETAIL AT INTERIOR AAC WALL WALL TO UNDERSIDE OF SLAB ON DECK - FLUTES FOUNDATION SECTIONS AND
PILE/PILE CAP DETAILS
S2 SERIES
DRAWINGS

TYPICALTO UNDERSIDE OF SLAB

DETAIL OF AAC ONWALL
BLOCK DECKMASONRY
- FLUTES PARALLEL PERPENDICULAR COLUMN SCHEDULE, LATERAL S3 SERIES
1
1 NOT TO NOT TO SCALE
SCALE
2 NOT TO SCALE
SYSTEM ELEVATIONS,
CONNECTION FORCES, AND
DRAWINGS

DETAILS

TYPICAL CONCRETE DETAILS S4 SERIES

DRAWINGS

TYPICAL STEEL DETAILS S5 SERIES

1219 DRAWINGS
610 610 5. FOR REINFORCEMENT GRADE, BENDS, HOOKS AND
BOTTOM FLANGE CMU WALL MULLION AS PER MULLION AS PER
OF BEAM LAP SPLICE LAP LENGTH REFER SCHEDULE ON S0-001 AND S0-002.
REINF. SEE SCHEDULE SCHEDULE SCHEDULE
TYPICAL
6. FOR REINFORCEMENT COVERS, REFER S0-001.

7. FOR CONCRETE GRADES REFER S0-001 AND S0-002.

T

8. PROVIDE MECHANICAL SPLICES WITH COLD FORGED

CUT BLOCK INFILL
111

MULLION (TYP) PARALLEL THREADED COUPLERS AS PER IS 16172

FOR T16, 20, 25, 32, 40 DIAMETER BARS IN ALL
TYPICAL TOP OF WALL BOND BEAM ELEMENTS.
75MM MINIMUM 305 BENT PLATE BOND BEAM AS PER BOND BEAM AS PER EXPANSION JOINT
SCHEDULE SCHEDULE STOPS SHORT OF BEAM WHERE PROVIDE CORNER BARS TO 9. ANY DISCREPANCIES IN THE DRAWING SHALL BE
LTS

OVERLAP TYPICAL ALTERNATE SIDE WITH VERTICAL LEG INTERRUPTED TYPICAL MATCH BOND BEAM BROUGHT TO THE NOTICE OF THE STRUCTURAL
REINFORCEMENT
REINFORCEMENT LAP SPLICE ENGINEER PRIOR TO FABRICATION AND EXECUTION.
T/SLAB SEE SCHEDULE
FLOOR FOR T = 200MM FOR T = 150MM
A DETAIL EACH END OF BAR TYPICAL
150

REV. ISSUE DATE

T/WALL
CL AT WALL EDGE R0 ISSUED FOR CONSTRUCTION 03.24.2023
T/SLAB BEAM

NOTE : BOND BEAM BOND BEAM

POST INSTALLED DOWELS T = WALL THICKNESS PROVIDE TOP BRACE AT ALTERNATE
MATCHING MULLION SIDES OF WALL ON EACH SIDE OF
REINFORCEMENT BEAM
SEE TYPICAL TOP BRACE DETAILS

PROVIDE GRIP STAY

DETAIL A BOND BEAM MULLION CONNECTION DETAIL AT OPENING EDGE BOND BEAM INTERSECTION DETAILS
ANCHOR AT EACH COURSE

25MM MIN CLR

A 3 4
(-0, +12)
NOT TO SCALE NOT TO SCALE NOT TO SCALE
A PROVIDE KICKER, OR AT
TRANSVERSE BEAM PROVIDE FITTED 1500 LONG BOND BEAM IN FIRST
STIFFENER FULL COURSE BELOW BEAM
102

SEE NOTE 1
610

BENT PLATE 10 x 100 x 300 LONG

75MM 5 EACH SIDE STAGGERED
EACH END
OF ANGLE 5 BOND BEAM. SEE
SCHEDULE FOR REINF.

LIGHT WEIGHT AAC BLOCK

WALL

PARTIAL HEIGHT COURSE

WHERE REQUIRED
EARTH ENCLAVE
NOTES:
TYPICAL DETAIL OF AAC NON-BEARING WALL AT GIRGAON, MUMBAI
1. FOR INTERIOR WALLS WITH HEIGHT <= 7050, KICKER SHALL BE PER TYPICAL KICKER DETAIL (P < 2,000 LBS)
PERPENDICULAR STEEL BEAM
INTERIOR WALLS WITH HEIGHT > 7050, PROVIDE KICKER PER TYPICAL KICKER DETAIL (2,000 LBS =< P < 5,000 LBS)
5 NOT TO SCALE
TITLE:
TITLE:
2. FOR EXTERIOR WALLS, KICKER SHALL BE PER TYPICAL SPANDREL OR BRACED BEAM KICKER CONNECTION DETAIL

3. FITTED STIFFENER AT PERPENDICULAR BEAMS SHALL BE PER TYPICAL FULL HEIGHT FITTED STIFFENER AT SPANDREL
TYPICAL
TYPICALAAC
OR BRACED BEAM CONNECTION DETAIL
BLOCK WALL
NONSTRUCTURAL
TYPICAL TOP BRACE DETAIL UNDER STEEL BEAM DETAILS
4 NOT TO SCALE AAC BLOCK
WALL DETAILS

PROJECT NO: SHEET NUMBER:

I19001.00
SCALE:
NOT TO SCALE
DRAWN BY:
Author
CHECKED BY:
S6-601
Checker
DATE:
08/15/2011
03.24.2023
© Copyright Thornton Tomasetti, Inc. 2013