Appendix �8 (B)

1.1         BUILDING INFORMATION SCHEDULE

1. Building Address                            Plot No.  Scheme/Colony    Town                      District

2. Building function & Locations

2.1 Use                                                   Institutional          Commercial                            Industrial               *

                                                                _________________________ _______________________________

2.2 Importance                                      Ordinary                Important               Hazardous             *              IS:1893

2.3 Seismic Zone

      (Design Intensity Used V(IX)                      IV(VIII)   III(VII)    II(VI)       IS:1893

3. Design EQ Factor                             a0=�� I=��       b=          ah=��                               IS:1893

  1. Foundation

4.1 Soil type at site (Note 2)               Rock/stiff Medium # Soft   Liquefiable       Expensive(B.C.)     IS:1904

4.2 Type of Foundation      Strip        Indiv.ColFottings/Raft   Bearing Piles    Friction Piles     IS:1893

5. Load Bearing Wall Buildings

5.1 Building Category   A(ah<.05) B(ah=.05 to .06) C(ah.06 to<.08)  D(ah.08 to a <9.12) E(ah>0.12) IS:4326

5.2 Bearing Walls                 Brick                       Stone                      Solid Block            Hollow Block                        Abode            

5.3 Mortar (Note 4)              C : S=1:�..             C:L:S=1 �..           L:S=1: �                Clay Mud                                 *

5.4 Floors                               R.C. slabs              Stone slabs on joists           Prefab flooring elements        *

5.5 Roof structure                Flat like floors/pitched        Trussed/Raftered/A Frame/Slopping                               R.C. Slab

5.6 Roof covering CGI Sheeting                         AC Sheeting         Clay tiles/Slate      Wood shingle           *

5.7 Opening in walls            Control used on sizes?      Control used on location?    Strengthening around?  IS:4326

                                                Yes/No/NA                               Yes/No/NA                                    Yes/No/NA        IS:13828

5.8 Bands Provided      Plinth Band    Lintel Band    Roof/Eave Band    Gable Band    Ridge Band       -do-

5.9 Vertical Bars        At corners of rooms                        At jambs of openings                                                          -do-

5.10 Stiffening of Prefab      R.C. screed & Band            Peripheral band and            Diagonal planks and           IS:4326

        Floors/Roofs                                                                 connectors                             alround band

6.  Steel/R.C. frame buildings

6.1  Building shape   Both axes near symmetrical   One axis near symmetrical/Unsymmetrical (torsion considered)

6.2 Infills/partitions   Out of plane stability check? Yes/No   In Plane stiffness considered? Yes/No   IS:1893,IS:4326

6.3 Dectile Detailing of        Beams?       Columns?       Beam/column Joint?      Sheer Walls?          IS:13920

1.1.1                RC Frames

                                                Yes/No          Yes/No              Yes/No                                   Yes/No

                ____________________________ ____________________________________________________________

6.4 Ductile Detailing of        Beams?       Columns?       Beam/column Joint?              SP6(6)

1.1.2                 Steel Frames                  Yes/No          Yes/No              Yes/No                                  

Notes

1.                    Encircle the applicable Data point or insert information.

2.                    Stiff.N>30:Medium.N=10.3:Soft.N<10:Liquefiable,poorly graded sands with N<15 under Water Table (see Note 5 of Table 1 in IS:1893)

Where N: Standard Penetration (I:2131 � 1981)

3.                    * Means my other. Specify.

C = Cement, S=Sand, L= Lime

The above information is factually correct.

Signature of owner with date                                             Signature of the Engineer who had/will

                                                                                                  Supervised the construction ( with   qualification and experience as mentioned in Appendix 12)

Name (Block) ����������.                              Name (Block) �������

Address:                                                                                                Address:               

                         ����������.                              Legible Seal:

                                                                                                (with address)

Signature of the Licensed Technical Person who had/will

Supervised the construction

Name (Block) ��������.

Registration No. ����..

Legible Seal : ��������..

With address

 

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Introduction ] Directions ] Chapter I ] Chapter II ] Chapter III ] Chapter IV ] Chapter V ] Appendix - I ] Appendix - II ] Appendix - III ] Appendix - IV ] Appendix - V ] Appendix - VI ] Appendix - VII ] Appendix - VIII A ] [ Appendix - VIII B ] Appendix - VIII C ] Appendix - VIII D ] Appendix - IX ] Appendix - X ] Appendix - XI ] Appendix - XII ]

 
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