Page 525 - سابقة أعمال ايجي ريفيت السكني
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UNDERGROUND MASONARY SEPTIC TANK
                                                CAPACITY = 3.10*5.10*3.5 m³


                 UNDER GROUND R.C.C
                   WATER TANK
                 CAPACITY=6.60*2.80*3 m³











                                                                                                       PROJECT NAME:
                                                                                                       OWNER:
                                                                                                       CITY:
                                                                                                       LOT No.  BLOCK No.
                                                                                                       SHEET TITLE:
                                                                                                          FOUNDATION LAYOUT
                                                                                                       SCALE:
                                                                           NET ALLOWABLE BEARING CAPACITY FOR Footing
                                                                      Width of Footing  Net Allowable Bearing Pressure  Modulus of sub-grade
                                                                                                       PROJECT No.
                                                                        Footing  155  kN/m2
                                                                                                       ARCHITECT:  STRU ENG:
                                                                                                       ELEC.  ENG. :  CHECKED BY:
                                                                          ALL FOOTINGS WERE DESIGNED TO
                                                                             CARRY G + 1 + ROOF        SHEET No :  DATE:
                                                                                                        S 0 4  FEB - 2022

                FOUNDATION LAYOUT                                                                         S  0   4
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