FB2 (230 X 460) FB1

C-13 STEEL IN BEAMS STIRRUPS

FBR8
EXTRA TOP

FBR
9"x18" S R. BEAMS CURTAIL BAR
S1 S1 SIZE AT FIXED END REMARKS

FB2 (230 X 460)

N O. 0.7L
AT TOP AT BOTTOM 0.25L AT SUPPORT/ CENTER

FB3 (230 X 460) C-12 FBR8 1 FB0 150 X 380 2 NOS - 10 MM Ø. 2 NOS - 12 MM Ø. --- --- 6 MM Ø @ 150 C/C FLOOR BEAM
9"x18"

FB2 (230 X 460)

2 FB1 230 X 380 2 NOS - 10 MM Ø. 2 NOS - 10 MM Ø. --- --- 6 MM Ø @ 150 C/C FLOOR BEAM

FB1 (230 X 380)

3 FB2 230 X 460 2 NOS - 10 MM Ø. 2 NOS - 12 MM Ø. 1 NOS - 12 MM Ø. 1 NOS - 12 MM Ø. 8 MM Ø @ 180 C/C FLOOR BEAM

9"x15" 9"x18"
6" C-10 FB3 (230 X 460) C-11 S2 S1 4 FB3 230 X 460 2 NOS - 12 MM Ø. 2 NOS - 12 MM Ø. 1 NOS - 10 MM Ø. 1 NOS - 12 MM Ø. 8 MM Ø @ 150 C/C FLOOR BEAM

5 FB4 230 X 460 2 NOS - 10 MM Ø. 2 NOS - 12 MM Ø. 1 NOS - 10 MM Ø. 8 MM Ø @ 150 C/C FLOOR BEAM
FB3 (230 X 460)

FB5 (230 X 530)

---
STR FB5 (230 X 530)
S5 FBR 6 FB5 230 X 530 2 NOS - 12 MM Ø. 2 NOS - 16 MM Ø. 1 NOS - 16 MM Ø. 1 NOS - 12 MM Ø. 8 MM Ø @ 150 C/C FLOOR BEAM
C-09
9"x15"

FB4 (230 X 460)

FB2 (230 X 460)

STR S1 7 FB6 230 X 600 2 NOS - 12 MM Ø. 2 NOS - 16 MM Ø. 1 NOS - 12 MM Ø. 2 NOS - 16 MM Ø. 8 MM Ø @ 130/150 C/C FLOOR BEAM
FB3 (230 X 460) FB0 (150 X 380)
S1 8 FBR 230 X 380 2 NOS - 12 MM Ø. 2 NOS - 12 MM Ø. --- 1 NOS - 12 MM Ø. 8 MM Ø @ 150 C/C CANTILEVER BEAM
C-07 C-08
9"x15" 9"x15"

FB0
9" S1
FB3

9 FBR8 230 X 460 3 NOS - 16 MM Ø. 2 NOS - 12 MM Ø. --- --- 8 MM Ø @ 125 C/C CANTILEVER BEAM
S1
S1-SUNK
10 FBR9 230 X 530 3 NOS - 16 MM Ø. 2 NOS - 16 MM Ø. --- 1 NOS - 16 MM Ø. 8 MM Ø @ 100 C/C CANTILEVER BEAM
FB4 (230 X 460) C-05 FB6 (230 X 600) C-06
9"x18" 9"x18"
FB5 (230 X 530)

S6
12'-8"

FB3 (230 X 460)

FB6 (230 X 600)

S2
STEEL IN SLAB
EXTRA TOP DISTRIBUTION STEEL REMARK
S3 SR. NO. SLABS THICKNESS L/4
9"x15" MM SHORT SPAN LONG SPAN
C-04 FB3 (230 X 460)
1. S1 125 8 MM DIA. @ 150"C/C --- 8 MM DIA. @ 300"C/C 8 MM DIA. @ 200"C/C ONE WAY SLAB
ALT B/UP

2. S2 125 8 MM DIA. @ 180" C/C 8 MM DIA. @ 180" C/C 8 MM DIA. @ 300" C/C --- TWO WAY SLAB
3"
FB3 (230 X 460)

ALT B/UP ALT B/UP

FB6 (230 X 600) 3. S3 135 10 MM DIA. @ 150" C/C 10 MM DIA. @ 150" C/C 10 MM DIA. @ 300" C/C --- TWO WAY SLAB
ALT B/UP ALT B/UP
C-02 S5 C-03 4. STR 180 12 MM DIA. @ 125" C/C --- 12MM DIA. @ 250" C/C 8MM DIA. @ 100" C/C STAIRCASE SLAB
FB1

S2 9"x24" 9"x18"
FBR9

ALT B/UP
S1 6" 9' 4'
5. S5 150 10 MM DIA. @ 150" C/C --- --- 8MM DIA. @ 100" C/C CANTILEVER SLAB
380 Ø 4'-7"
C-01 TOP FACE RINGS

6. S6 180 10 MM DIA. @ 100" C/C --- --- 8MM DIA. @ 100" C/C CANTILEVER SLAB
FB2 (230 X 460) FB2 (230 X 460) TOP FACE RINGS

STRUCTURAL LAYOUT PLAN

FLOOR BEAMS | 1ST SLAB GENERAL NOTE'S:- PROJECT DETAILS:- STRUCTURAL DESIGN CONSULTANT

* GRADE OF CONCRETE M - 20 & GRADE OF STEEL Fe500 INFINITY & ASSOCIATES

* SBC OF SOIL IS CONSIDERED AS 350kN/Sq. M ATTRIBUTES OF AUTHENTICITY
* COVER TO REINFORCEMENT FOR FOOTING IS 50 mm, ●PLANNER ●RCC DESIGNER ●VALUER
* COVER TO COLUMNS IS 40 MM, BEAMS IS 25 MM, SLAB IS 15MM 1st Floor, Opp. Tirupati Enclave, Silk Mills
* STRUCTURAL DESIGN IS FOR G+1 ONLY. Colony, Aurangabad - 431001.
* DIMENSIONS ARE NOT TO BE SCALED. Email: inscribe infinity@ gmail .com

SFJ CONSTRUCTIONS
ENGINEER , BUILDER & DEVELOPER
* MECHANICAL MIXER SHOULD BE USED FOR CONCRETE.
* STEEL SHOULD BE CHECKED BEFORE CONCRETTING
Web: www . infinity ally .com
M : +91 9225 796 225 | +91 86006 45566

SHEET NO:- 05 DATE:- 16 JANUARY 2023 | REV: 01