2. 1. Main Office Building (RCC Structure)
Factory has provided consent letter to confirm that connection walkways will be
demolished.
Response: Has been provided.
2. Printing Building (RCC Structure)
Revise partition wall loading in the FEA model according to architectural as built
drawing. Provide detailed crack investigation report with locations of the cracks and
more of the pictures.
Response: Has been revised.
3. Shed 1 (Steel Structure)
Incorporate section size (RecC103, Ret 201, compression stud box) in both FEM and
structural drawing.
Response: Has been revised in structure & retrofit drawing.
Provide detail conclusion & recommendation in accordance with the remediation plan.
Response: Including in initial CAP.
4. Shed 2 (Steel Structure)
Revise mismatch in member section (grid 1 Rafter) between FEM model and as built
drawing.
Response: Has been revised.
Provide connection details for longitudinal members.
Response: Has been provided in drawing.
Provide connection details of jack beam -column, jack beam-rafter.
Response: Has been provided in drawing.
Assign wind load as per BNBC code.
Response: Has been calculated and assigned according to BNBC code.
Check seismic load as only self-weight has been added.
Response: Has been revised.
Check connection specification of vertical in FEM model. keep utility ratio of steel
member below one.
Response: Has been revised
3. 5. Knitting Shed (Shedโ4,5,6) (Steel Structure)
For retrofitting scheme make flange-web thickness ratio less than 2.5.
Response: Not applicable
Revise section assignment mismatch between FEM model and retrofitting drawing (grid-
12 FEM model).
Response: Has been revised in FEM model.
Provide proper reference with calculation regarding assigned line spring in FEM model.
Response: Has been Provided in calculation report.
Provide connection details of roof bracing and tie beam.
Response: Has been Provided in retrofit drawing.
Provide joint details for vertical bracing mentioning c/c distance of hole, plate size etc.
Response: Has been Provided in retrofit drawing.
Assign site soil coefficient as 1.5 instead of 1.2 in FEM model or otherwise provide
clarification.
Response: Has been revised in FEM model.
Provide proper reference with calculation regarding assigned line spring in FEM model.
Response: Has been Provided in calculation report.
6. Production Shed (Shedโ7) (Steel Structure)
Comments: Not corrected. Still, mismatch found between FEM and structural drawing.
(For example, RC-106, 106a). Incorporate section size in FEM as per practical condition
and structural drawing.
Response: Has been revised.
Comments: No retrofit column schedule is found for the stair with lift core. Revise slab
thickness incorporating with the drawing.
Response: Has been revised.
Provide conclusion & recommendation in accordance with the remediation plan.
