HomeMy WebLinkAboutEngineering letter.pdfFINAL REPORT OF SPECIAL INSPECTIONS
Pr~ect: 1406 Moraine Drive
Projectlocation: 1406 Moraine Drive
Owner Mike Karty
Permit Number: B 16 -0 3 5 0
Address 1406 Morai ne Drive City: Vail Zip: _8_1_6_5_8 ___ _
Special Inspections Agency
-Desi§A ProfessieAat Jn-GhaFge;: GROUND Engineering Consul tan ts, Inc.
Address: PO Box 4 64
City: Gypsum
Fax: ( 9 7 0 ) 5 2 4 -0 7 21
State: _c_o ____ Zip: 81637 Phone: (970) 524-0720
E-mail: chris. hutto@groundeng.com
carl.henderson@groundeng.com
To the best of my information, knowledge, and belief, the special inspections and/or testing required for
this project, have been completed in accordance with the contract documents.
Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be
considered an integral part of this final report. Any discrepancies that were noted in all interim reports
have been corrected.
Drill & Epoxy Only -see 11 16-6596 .epoxy.161013.jl.prt"
Prepared by:
Carl Henderson, P.E.
10-13-2016
Date
Preparer's Seal and Signature Required
-12-
Client: Mark Hallenbeck ~ ~BRDUllD
7 ENGINEERING
Rocky Mountain Construction Group, Inc.
120 Willow Bridge Rd, Suite 7
Vail, CO 81657
1406 Moraine Drive
Drill and Epoxy Cover Report
Date: October 13, 2016 Job Number: 16-6596
General Contractor: Rocky Mountain Construction Group, Inc. Rep. Notified: Mark
As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
Comments or Photos:
Discrepancies Reported this Date? 0
No. of Pages Attached: 1
Field Representative: Jerry Lopez/ Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
r-
~~.(~
~DUND
xi/ ENGINEERING
Report Date: October 13, 2016
Client: Mark Hallenbeck
1406 Moraine Drive
Rocky Mountain Construction Group, Inc.
120 Willow Bridge Rd, Suite 7
Vail, CO 81657
Job Number: 16-6596
General Contractor: Rocky Mountain Construction Group, Inc. Rep. Notified: Mark
Rep. Notified: Gilbert Subcontractor: Vasquez Concrete
Documents Used: Plans
Drilling
Location: 1.) Exterior structual wall SW corner
2.) Exterior structual wall SE corner
3.) Exterior footing SW corner
4.) Exterior footing SE comer
Orientation (vertical/horizontal): 1.)
2.)
Hole Diameter (inches): 1.)
Hole Spacing (inches):
Drilling Equipment: Hammer drill
2.)
3.)
4.)
1.)
2.)
3/4
3/4
3/4
3/4
12
12
Method to Clean Hole: Wire brush and compressed air
Epoxy
Epoxy Type: Hilton HIT-HY 200-R
Epoxy Expiration: 02/2017
Placement Method: Pump gun
Reinforcement
Type (rebar/bolVanchor): 1.)
2.)
3.)
4.)
Placement Method: N/A
Additional Reinforcing Steel: N/A
Rebar
Rebar
Rebar
Rebar
Field Representative: Jerry Lopez/ Shane Sorensen
Drill and Epoxy
Horizontal
Horizontal
Size:
Length (inches):
1.)
2.)
3.)
4.)
5
5
5
5
Comments: We arrived on-site at 8:00 am, observations did not occur until 10:00 am.
www.groundeng.com
3.)
4.)
1.)
2.)
3.)
4.)
3.)
4.)
Horizontal
Horizontal
6
6
6
6
Center of footer
Center of footer
Length (inches) 1.)
2.)
3.)
4.)
Englewood, Commerce City, Loveland, Granby, Gypsum
30
30
30
30