HomeMy WebLinkAbout4620 S College Ave - Correspondence/Engineering - 05/15/2000ANDERSON & HASTINGS
CONSULTING ENGINEERS, INC.
2059 BRYANT STREET
DENVER, COLORADO 80211
(303) 433-8486
FIELD REPORT NO. 1
PROJECT: US West Harmony Addition
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CLIENT: RNL Design
DATE: March 15, 2000
WEATHER: Snowing
REPRESENTATIVES AT SITE: John McMenemy - G.H. Phipps
Bryan Marvin - A&H
vvnln iry rKuumchsS: Continuous footings for the cable vault have been poured. The
forms for the cable vault walls have been erected and the reinforcing
has been placed.
OBSERVATIONS AND ACTION REQUIRED:
- Horizontal keys must be formed in the pocket where the buildings' continuous footing is
being pocketed into the cable vault wall along Grid 8, between Grids A and B. Use (3) 1
1/2" x 3 1/2" keys total, (1) placed at the continuous footing and (2) placed at the stem wall.
- The #4 corner bars between the cable vault walls and the structural slab, shown in section
1, sheet 53.1, must be either tied in prior to pouring the walls or stabbed in after the walls
have been poured, method at contractor's option.
Subsequent to site visit - A question was raised by G.H. Phipps concerning the reinforcing
in the cable vault walls. The #4 vertical reinforcing for the cable vault walls was installed at
12" spacing instead of the 10" spacing which was specified in section 1, sheet 53.1, of the
construction documents. We have checked our design of these walls for the greater vertical
reinforcing spacing and have determined that the 12" spacing is acceptable.
C:VYlES TO: Steven Walsh - RNL Design (fax and mail)
Dan Sullivan - G.H. Phipps (fax only)
NICEFO 1' BY: Bryan Marvin - A&H PAGE 1 OF 1
BJM03-16. FLD/00/082/7293
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