HomeMy WebLinkAbout6908 ANTIGUA PL - SPECIAL INSPECTIONS - 3/30/2000P ENGINEER'S FIELD REPORT
Report Date: April 3, 2000
ENGNEEMG Report No.: 3
Project: James Company Stanton Creek P.U.D., Filing 2, Phase I
Location: 6908 Antigua Place,, Fort Collins, Colorado (Plan 2160)
Architect: Knudson Gloss Architects and Planners, Boulder, Colorado
Contactor-: Lames -Company; Boulder, Colorado (Greg-1 mchy)
Subject: Structural Framing
Date: March 30, 2000 (4:30 pm) Weather: Seasonal
OBSERVATIONS
In general, the size, type and placement of the structural framing elements observed are consistent
with the structural requirements outlined in the contract drawings. Discrepancies follow below:
1) Provide at least (3) 2 x 4 built up columns at all load bearing headers, beams, and girder
trusses as indicated on the structural framing plans.
2) Provide the required (4) 2 x 4 built up columns at the front girder truss as indicated on roof
framing plan.
3) Verify that hurricane clips are installed on the mono trusses over the front porch area.
4) Ensure that front porch posts are installed according to the roof framing plan.
5) Provide the required (4) 2 x 4 built up columns at the rear header in the kitchen nook area as
indicated on the upper level floor framing plan.
6) Provide the required (4) 2 x 4 built up column on the north wail -of the dining room -to support
the girder truss above as indicated on the upper level floor framing plan.
7) Provide the required (4) 2 x 4 built up column to support the header in the parlor room.
8) Provide the required (S) 2 x 4 built up column at the corner of the entry and parlor room.
9) Provide solid blocking along main beam line, where possible.
Field Report by:
Kimberly R Doyl E.I.
cc: File
PLAZA ENGINEERING
P.O. Box 1002 Loveland, CO 80539-1002
CONSULTANTS, INC.
(970)-663-6353 (970)663-0368 Fax