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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

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.Col. Fottings/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