Sales & Marketing Alignment: How to Synergize for Success
Swimming pool new roof
1. SWIMMING POOL LAYOUT
1 2
A
B
SECTION 1-1
SECTION 2-2
1 2
A B
T 25 - 6" - B
BAR TYPE
LOCATION
T -Tor, R-Mild Steel
BAR DIAMETER (mm)
T-Top, B-Bottom
EF-Each Face
NF-Near Face
FF-Far Face
BAR SPACING (inch)
GENERAL NOTES:CONCRETE WORKS.
1.0 Grade of concrete and suggested mix are as follows.
Screed Concrete -Grade 15 (1:3:6 (2")
Swimming pool wall & base -Grade 35A
2.0 Characteristic strength of reinforcement steel should
not be less than 460N/mm²..
3.0 Cover to the reinforcement are as follows.
Wall and Base -2"
4.0 All the laps are 50 times bar diameter.If different size
bars are to lapped the diameter of the smaller bar
should be used for lap length calculation.
5.0 Always refer to Architectural drawings for setting out
details and floor levels.
6.0 Foundation is designed assuming bearing capacity of
the soil is 200 kN/m2
and for two storied building
APPROVED FOR CONSTRUCTION
DATE
SIGNATURE & SEAL
NAME OF THE PROJECT :
DATE DESCRIPTION
REVISION
PROPOSED SWIMMING POOL FOR MR.SAFRAZ AT
STRUCTURAL CONSULTANT :
Eng. F. M. M Abdullah
B.Tech Eng (Hon's) AMIESL, MSc
(Str.design)(Reading)
0764667470
ar.contactstructural@gmail.com
DRAWING TITLE :
SWIMMING POOL DETAILS
30
PROJECT NO :
ST/ 30/ 01
DRAWING NO :
-
REVISION NO :
DESIGNED BY :
THARUKI
DRAWN BY :
-
CHECKED BY :
ABDULLAH
SCALES :
14/08/2021
DATE:
02
SHEET NO :
1:75
E:2021 PART TIMEAR logo.jpg
SHEET SIZE : A2
ALUTHGAMA