FINAL PROJECT ADDENDUM 1 F07

FINAL PROJECT ADDENDUM 1 F07 - FINAL PROJECT: ADDENDA 1...

Info iconThis preview shows pages 1–2. Sign up to view the full content.

View Full Document Right Arrow Icon
FINAL PROJECT: ADDENDA 1 (but not the last…………………. .) The building is for public use and the occupancy of the building is less than 50. There is currently no drain at the basement stair landing. The exterior stairs are concrete cast directly on compacted soil and shall only have 6x6 / 10x10 WWF in the bottom of the stair slab parallel to the soil line. The minimum thickness shall be 4”. Stair rise/run to be per building code and ADA requirements. The retaining wall next to the stair shall be 8” thick cast-in-place concrete and shall have two layers of reinforcing: #4’s @ 1’-6” OCEWEF. Footing for the wall shall be 2’-0’’ by 1’-0”. The top of the wall shall stop at grade elevation and shall have a guardrail along the top. Guardrail details will be similar to that of the guardrail in a past assignment. The thickness of the exterior landing pad shall be 4” thick. The landing shall be square. Keyways shall be 2” x 6”.
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Image of page 2
This is the end of the preview. Sign up to access the rest of the document.

This note was uploaded on 04/07/2008 for the course CNS 321 taught by Professor Buyle during the Fall '07 term at Kansas State University.

Page1 / 2

FINAL PROJECT ADDENDUM 1 F07 - FINAL PROJECT: ADDENDA 1...

This preview shows document pages 1 - 2. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online