|
|
|
Appendix �8 (B) 1.1 BUILDING INFORMATION SCHEDULE1. 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
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 FramesYes/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/NoNotes 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 |
|