A B C D E
DATE:
REVISION
60'-0"
5'-6" 17'-2" 8'-6" 6'-4" 17'-0" 5'-6"
3'-11" 4'-3" 4'-3" 3'-9" 3'-9" 4'-3" 4'-3" 4'-11"
8'-2" 8'-8" 8'-0" 7'-4" 8'-0" 8'-6" 9'-2"
NO.:
COLM STRIP MIDDLE STRIP COLM STRIP MIDDLE STRIP COLM STRIP MIDDLE STRIP COLM STRIP
3'-9"
3'-9"
1'-11"
S-18
SHEET NO:
11/04/2015
1 1
COLM STRIP
DATE:
(1)
(1)
6'-4"
REINF. DETAILS OF 1ST TO 6TH FLOOR ROOF SLAB(BOTTOM LAYER)
4'-5"
(1) (2) (1) (2) (1) (2) (1)
MIDDLE STRIP
15'-10"
15'-10"
(2)
(2)
8'-0"
STRUCTURAL WORKING DRAWING
30'-0" WIDE ROAD
3'-5"
37'-0"
37'-0"
COLM STRIP
DWR. TITLE:
JOB. TITLE:
2 2
7'-3"
(1)
(1)
3'-10"
ENGR. NURUDDIN MOHAMMAD HUMAYUN
UP DN
CONSULTANT: STRUCTURAL ENGINEER:
Rajuk Reg.NO.:DMINB/CE-0228
IEB Membership NO.: M/23514,
B.Sc. Engg.(CIVIL), BUET
MIDDLE STRIP
13'-8"
13'-8"
6'-2"
(2)
(2)
SAFE
(1)
(1)
3'-8"
COLM STRIP
5'-11"
3 3
Comilla holdings ltd.
House# 53, Road#14, Sec# 13, Uttara,Dhaka
2'-3"
3'-9"
3'-9"
Tell: 8917598,8921870
Fax: 88-02-8917598
5'-6" 17'-2" 8'-6" 6'-4" 17'-0" 5'-6"
60'-0"
CLIENT:
A B C D E
AT PLOT# 32,ROAD#11,SECTOR#13, UTTARA MODEL TOWN
PROPOSED 7(SEVEN)STORIED RESIDENTIAL BUILDING
REINF. DETAILS OF 1ST TO 6TH FLOOR ROOF SLAB Slab Thickness : T=7" unless indicated.
N (BOTTOM LAYER)
NOTE:
Slab Reinforcement Schedule:(BOTTOM LAYER) 1. Design strength of concrete f'c = 3000psi(minimum) for mix ratio1:2:4using
(1)12mmØ @ 4" c/c ST. BOTTOM AT COLUMN STRIP. 3 4" down graded stone chips & 50% Sylhet sand(F.M.=2.5),50% Local Sand will be used.
HAFIZA MONJIL
(2)12mmØ @ 6" c/c ST. AT MIDDLE STRIP. 2. All Reinforcing steel will be 60-grade deformed bar having yeild strength fy=60000psi(minimum)
3. minimum clear cover: top and bottom = 3 4"
UTTARA, DHAKA-1230
Instruction:
All outside measurement of slab will be checked from Architectural Drawing
PROJECT:
CHL
