HomeMy WebLinkAboutB15-0035_B15-0035 special inspection report_1450221120.pdfFINAL REPORT OF SPECIAL INSPECTIONS
Project: Bathgate Remodel Permit Number: B 15 -0 0 3 5
Project Location: 1543 Matterhorn Circle, #7
Owner Margaret Bathgate
Address 6376 E. Tufts Lane City:Englewood Zip: CO 80111
Special Inspections Agency
Desi§A PFOfessieAal ffi-Ghafg&.: GROUND Engineering Consul tan ts, Inc.
Address: PO Box 4 6 4
City: Gypsum
Fax: ( 970) 524 -0721
State: _c_o ____ Zip: 81637 Phone: (970) 524-0720
E-mail: chr is . hut to@qroundeng.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. *Open Hole and Drilled Epoxied Rebar Only
*Please see "15-6527.Bathgate-Matl.Reports.All.151215"
Prepared by:
Carl Henderson, P.E.
12-15-15
Date
Preparer's Seal and Signature Required
-12-
DRDUND
ENGINEERING CONSULTANTS
Client: Ms. Lindsey Kraft
JL Viele Construction Company
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Job No: 15-6527
Date: May 5, 2015
General Comments
As scheduled, a representative arrived on-site to perform the below discussed services and we have
the following comments.
***OPEN HOLE***
The exposed materials at the base of the excavation for the foundation underpin for New Bedroom #5 and Dining Room
expansion were observed. At an elevations of approximately 89'-7" and 95'-0'', respectively, the exposed materials were
comprised of Sand and Gravel that were generally consistent with the anticipated conditions as outlined in the project
geotechnical report prepared by HP Geotech dated November 21, 1994.
The exposed materials were prepared in accordance with project documents. Warren with JL Viele was immediately notified of
today's observations.
Field Representative: Shane Sorensen
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
llRDUND
ENGINEERING CONSULTANTS
Client: Ms. Lindsey Kraft
JL Viele Construction Company
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Drill and Epoxy Cover Report
Date: May 5, 2015 Job Number: 15-6527
General Contractor: Rep. Notified:
As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
Comments or Photos:
Yes No
Discrepancies Reported this Date?
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
II ROUND
ENGINEERING CONSULTANTS
Client: Ms. Lindsey Kraft
JL Viele Construction Company
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Report Date: May 5, 2015
General Contractor: Viele
Subcontractor: N/A
Documents Used: Plans
Drilling
Drill and Epoxy
Location: 1.) Dowels into existing footings for Dining Room expansion (6 holes)
2.)
3.)
4.)
Orientation (vertical/horizontal): 1.)
2.)
Horizontal
Job Number: 15-6527
Rep. Notified: Warren
Rep. Notified: N/A
3.)
4.)
Hole Diameter (inches): 1.) 3/4 Length (inches): 1.)
2.)
3.)
4.)
Hole Spacing (inches): 1.)
2.)
Drilling Equipment: Hammer drill
Method to Clean Hole: Wire brush, compressed air
Epoxy
8
Epoxy Type: Powers Fasteners Quick-ShotAC100+ Gold
Epoxy Expiration: March 2016
Placement Method: Caulk gun
Reinforcement
2.)
3.)
4.)
3.)
4.)
6
Type (rebar/bolt/anchor): 1.) Rebar Size: 1.) #5 Length (inches) 1.)
2.)
3.)
4.)
Placement Method: Hand set
Additional Reinforcing Steel: N/A
Field Representative: Shane Sorensen
Comments:
2.)
3.)
4.)
www.groundeng.com
2.)
3.)
4.)
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
42
&ROUND
ENGINEERING CONSULTANTS
Client: Ms. Lindsey Kraft
JL Viele Construction Company
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Drill and Epoxy Cover Report
Date: May 8, 2015 Job Number: 15-6527
General Contractor: JL Viele Rep. Notified: Warren
As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
Comments or Photos:
Yes No
Discrepancies Reported this Date? cj Ci'
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
DRDUND
ENGINEERING CONSULTANTS
Client: Ms. Lindsey Kraft
JL Viele Construction Company
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Report Date: May 8, 2015
General Contractor: JL Viele
Subcontractor: GS Concrete
Documents Used: Plans
Drilling
Drill and Epoxy
Location: 1.) Dowel into existing foundation wall for Dining Room expansion
2.) Bedroom #5 foundation underpinning (east side)
3.)
4.)
Orientation (vertical/horizontal): 1.)
2.)
Horizontal
Vertical
Job Number: 15-6527
Rep. Notified: Warren
Rep. Notified: Alfonso
3.)
4.)
Hole Diameter (inches): 1.) 3/4 Length (inches): 1.)
2.) 3/4
3.)
4.)
Hole Spacing (inches): 1.) 16,4
2.) 12
Drilling Equipment: Hammer drill
Method to Clean Hole: Wire brush, compressed air
Epoxy
Epoxy Type: Powers Fasteners Quick-ShotAC100+ Gold
Epoxy Expiration: March 2016
Placement Method: Caulk gun
Reinforcement
2.)
3.)
4.)
3.)
4.)
6
8
Type (rebar/bolt/anchor): 1.)
2.)
3.)
4.)
Rebar Size: 1.) #5
#5
Length (inches) 1.)
Placement Method: Hand set
Additional Reinforcing Steel: N/A
Rebar
Field Representative: Shane Sorensen
Comments:
2.)
3.)
4.)
www.groundeng.com
2.)
3.)
4.)
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
78, 108
36
DRDUND Client: Ms. Lindsey Kraft
JL Viele Construction Company
ENGINEERING CONSULTANTS
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Drill and Epoxy Cover Report
Date: May 11, 2015 Job Number: 15-6527
General Contractor: JL Viele Rep. Notified: Warren
As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
Comments or Photos:
~~. "l!;~·' '*~·
Yes No
Discrepancies Reported this Date?
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
&ROUND Client: Ms. Lindsey Kraft
JL Viele Construction Company
ENGINEERING CONSULTANTS
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Report Date: May 11, 2015
General Contractor: JL Viele
Subcontractor: GS Concrete
Documents Used: Plans
Job Number: 15-6527
Rep. Notified: Warren
Rep. Notified: Francisco
Drill and Epoxy
Drilling
Location: 1.) Bedroom #5 foundation underpinning (west side)
2.)
3.)
4.)
Orientation (vertical/horizontal):
Hole Diameter (inches):
Hole Spacing (inches):
Drilling Equipment: Hammer drill
1.)
2.)
1.)
2.)
3.)
4.)
1.)
2.)
Method to Clean Hole: Wire brush, compressed air
Epoxy
Vertical
3/4
12
Epoxy Type: Powers Fasteners Quick-ShotAC100+ Gold
Epoxy Expiration: March 2016
Placement Method: Caulk gun
Reinforcement
3.)
4.)
Length (inches): 1.)
2.)
3.)
4.)
3.)
4.)
8
Type (rebar/bolt/anchor): 1.) Rebar Size: 1.) #5 Length (inches) 1.)
2.)
3.)
4.)
Placement Method: Hand set
Additional Reinforcing Steel: N/A
Field Representative: Shane Sorensen
2.)
3.)
4.)
2.)
3.)
4.)
24
Comments: Plans call for 36" bars to be used as dowels. We are awaiting correspondence from the structural engineer approving 24" bars to
be used due to lack of clearance.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
&ROUND
ENGINEERING CONSULTANTS
Client: Ms. Lindsey Kraft
JL Viele Construction Company
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Job No: 15-6527
Date: May 22, 2015
General Comments
As scheduled, a representative arrived on-site to perform the below discussed services and we have
the following comments.
***OPEN HOLE***
The exposed materials at the base of the excavation for the southern footers and foundation wall at bedroom # 5 were observed.
At an elevation of approximately 90' to 97', the exposed materials were comprised of silty sand with gravel, cobbles, and boulders
that were generally consistent with the anticipated conditions as outlined in the project geotechnical report prepared by
Hepworth-Pawlak Geotechnical, Inc. dated November 21, 1994.
The exposed materials were prepared in accordance with project documents. Warren with Viele Construction was immediately
notified of today's observations.
Field Representative: Matt Raczewski
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
DRDUND
ENGINEERING CONSULTANTS
Client: Ms. Lindsey Kraft
JL Viele Construction Company
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Drill and Epoxy Cover Report
Date: May 22, 2015 Job Number: 15-6527
General Contractor: JL Viele Construction Rep. Notified: Warren
As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
Comments or Photos:
Yes No
Discrepancies Reported this Date?
No. of Pages Attached: 2
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
&ROUND
ENGINEERING CONSULTANTS
Client: Ms. Lindsey Kraft
JL Viele Construction Company
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Comments
Date: May 22. 2015 Job Number: 15-6527
General Contractor: JL Viele Construction Rep. Notified: Warren
Additional Comments or Photos:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
BRDUND
ENGINEERING CONSULTANTS
Client: Ms. Lindsey Kraft
JL Viele Construction Company
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Report Date: May 22, 2015
General Contractor: JL Viele Construction
Subcontractor: GS Concrete
Documents Used: Plans
Drilling
Drill and Epoxy
Location: 1.) Dowels into existing floor slab for Dining Room expansion
2.) Bedroom #5 dowels into existing foundation wall
3.)
4.)
Orientation (vertical/horizontal): 1.) Horozontal
2.)
Job Number: 15-6527
Rep. Notified: Warren
Rep. Notified: Francisco
3.)
4.)
Hole Diameter (inches): 1.) 3/4 Length (inches): 1.)
2.) 3/4
3.)
4.)
Hole Spacing (inches): 1.) 12
2.) 12
Drilling Equipment: Hammer drill
Method to Clean Hole: Wire brush, compressed air
Epoxy
Epoxy Type: Powers Fasteners Quick-Shot AC100+ Gold
Epoxy Expiration: March 2016
Placement Method: Calk gun
Reinforcement
2.)
3.)
4.)
3.)
4.)
Horozontal
61/2
6 1/4
Type (rebar/bolt/anchor): 1.)
2.)
3.)
4.)
Rebar Size: 1.) 5
5
Length (inches) 1.)
Placement Method: Hand set
Additional Reinforcing Steel: N/A
Rebar
Field Representative: Shane Sorensen
Comments:
2.)
3.)
4.)
www.groundeng.com
2.)
3.)
4.)
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
36
36
DRDUND
ENGINEERING CONSULTANTS
Client: Ms. Lindsey Kraft
JL Viele Construction Company
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Drill and Epoxy Cover Report
Date: August 14, 2015 Job Number: 15-6527
General Contractor: JL Viele Construction Rep. Notified: Warren
As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
Discrepancies Reported this Date?
No. of Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
Client: Ms. Lindsey Kraft DRDUND JL Viele Construction Company
ENGINEERING CONSULTANTS
2111 N. Frontage Road West, Suite E
Vail, CO 81657
Bathgate Remodel -1543 Matterhorn Circle #7
Report Date: August 14, 2015
General Contractor: JL Viele Construction
Subcontractor: GS Concrete
Job Number: 15-6527
Rep. Notified: Warren
Rep. Notified: N/A
Documents Used: Plans page S2.0, site wall revision dated 7/29/15
Drill and Epoxy
Drilling
Location: 1.) Drilling into existing footing for site wall dowels at SW corner of foundation
2.)
3.)
4.)
Orientation (vertical/horizontal): 1.)
Hole Diameter (inches):
Hole Spacing (inches):
Drilling Equipment: Hammer drill
2.)
1.)
2.)
3.)
4.)
1.)
2.)
Method to Clean Hole: Wire brush, compressed air
Epoxy
Epoxy Type: Red Head Epcon A7
Epoxy Expiration: 10-30-2015
Placement Method: Calk gun
Reinforcement
Type (rebar/bolt/anchor): 1.)
2.)
3.)
4.)
Placement Method: Hand set
Additional Reinforcing Steel: N/A
Rebar
Field Representative: Shane Sorensen
3/4
12
Vertical
Length (inches):
Size: 1.)
2.)
3.)
4.)
#5
3.)
4.)
1.)
2.)
3.)
4.)
3.)
4.)
Length (inches)
6
1.)
2.)
3.)
4.)
48
Comments: Plans call for 42" #5 rebar dowels. We measured dowels at 36" prior to installation. New rebar was then purchased, cut to 48"
and installed.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper