HomeMy WebLinkAboutCorrespondence ContinuedFebruary 22, 2016
Richard Ruse
Clayton Homes
671 23 Road
CIVCO Engineering, Inc.
Civil Engineering Consultants
P.O . Box 1758
365 West 50 North, Suite W-1
Vernal, Utah 84078
Grand Junction, CO 81505
Dear Richard,
Subject: Juhl Foundation -1761 CR 117, Glenwood Springs, CO
I am writing in regards to the foundation of the Juhl residence at 1761 County Road,
117 near Glenwood Springs, Colorado. In our telephone conversation earlier today,
you stated a desire to modify the foundation as detailed in the construction drawings
that I prepared (Dated November 11, 2015) by adding a reinforced concrete retaining
wall that would tie into the home foundation . I find this idea to be acceptable and
consistent with my original design.
As I stated over the telephone, I will be out of town for training until Thursday of this
week. Upon returning, I will prepare and send you a detail for the retaining wall's
proportioning and reinforcing .
Sincerely,
Vance V. King, PE
Engineer
CIVCO Engineering, Inc.
Enclosure
Cc: Project File
Phone (435)789-5448 *Fox (435)789-4485
Email: vanceking@civcoengineering.com
/
~vid Bartholomew
From:
Sent:
To:
Cc:
Subject:
Hi Richard,
David Bartholomew
Thursday, February 25, 2016 8:30 AM
'Ruse, Richard'
Jim Wilson ; Matt Provost
RE: Juhl Letter 1761 CR 117
I have forwarded this letter to our inspectors and inserted a copy into the permit file. The engineer's sealed design and
specifications for the retaining wall will need to be on site for inspection.
Thanks,
David
From: Ruse, Richard [mailto:Richard.Ruse@ClaytonHomes.com]
Sent: Wednesday, February 24, 2016 9:26 AM
To: David Bartholomew <dbartholomew@garfield-county.com>
Subject: Juhl Letter 1761CR117
Hi David,
We are going to add a retainer wall on N. end of existing Wall of Basement. The concrete guy will call and go
over with you and inspector this afternoon. Wanted you to have this ahead of time to get your okay ..
Thank You,
Richard Ruse
Home Consultant
Clayton Homes #1037
970-245-9039
970-234-1886 cell
970-245-5475 fax
From: Vance King <vanceking@civcoengineering.com>
Sent: Monday, February 22, 2016 11:18 AM
To: Ruse, Richard
Subject: Juhl Letter
Hi Richard,
Here is the letter.
Thanks,
Vance King,
CIVCO Engineering, Inc.
PO Box 1758
Vernal, UT 84078
435-789-5448
1
David Bartholomew
From: David Bartholomew
Sent:
To:
Monday, February 29, 2016 8:03 AM
'Ruse, Richard '
Cc:
Subject:
Hi Richard,
Jim Wilson; Matt Provost
RE: Juhl Retaining Wall
Got it... printed a copy for the permit file. Keep a copy on site for inspection.
Thanks,
David
From : Ruse, Richard [mailto:Richard.Ruse@ClaytonHomes.com]
Sent: Friday, February 26, 2016 9:09 AM
To: David Bartholomew <dbartholomew@garfield-county.com>
Subject: Fw: Juhl Retaining Wall
Here is the structural drawing from Engineer. Thanks David ..
Thank You,
Richard Ruse
Home Consultant
Clayton Homes # 1037
970-245 -9039
970-234-1886 cell
970 -245 -5475 fax
From: Vance King <vanceking@civcoengineering .com >
Sent: Thursday, February 25, 2016 5:47 PM
To: Ruse, Richard
Cc : jaimeolivasl 7@gmail.com
Subject: Juhl Retaining Wall
Richard,
Here i s th e Juhl Retain ing Wall print.
Thanks,
Vance King,
CIVCO Engineering, Inc.
PO Box 1758
Vernal, UT 84078
435-789-5448
CONFIDENTIALITY NOTICE
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#4's @ 32" O.C.
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RETAINING WALL PLAN
1/4" = 1'-0"
b
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2' ·8" e• 2· -a·
s·-o·
@ RETAINING WALL SECTION
1/2" = 1·-0·
h
DESIGN DATA
DESIGN STANO!\RQS
1. IRC 2012
2 . ACI 332-10
DESIGN LOADS
1 Aciive Soil Pressure = 55 pslnt
SOIL DEii.RiNG CAPACITY
1. Soll Bearing Capacity= 1000 psi per
Hopworth-Pawlak Geotechnlca!, Inc.
-ENO OF SECTION·
REINFORCED CONCRETE
PABT 1 • GENERAL
1.01 WORK INCLUDED
A. Rein!Olccd coocre10 slruciural components as shown In lho oonslrudlon
documents.
1.02 RELATED WORK
1. Excavation
2. Fonning
1 03 QUALITY ASSURANCE
A. Codes and Standards
1. ACI 332·10
2. ASTM, designations as specified.
3. 2012 IRC
1.PART 2 • PRODUCTS
2.01 MATERIALS
A. Concrete: Use amcrete having a compressive s1tengU1 'fc' ol 2500 psi or
greater.
Q. Reinforcing Sloel: Use rolnf01cing steel having e yield sllcngth 'fy' of 60,000
psl or greater.
C. Sealer: lhoro Conaete and Masonry Sealer (Item No. T1050) or equal.
PART 3 • EXECUTION
3 .01 INSPECTION
A. Verify lhal odverse soil conditions do nol exist prior to pouring foundation
conacte. Inform Engineer of any adverse soil conditions.
J .02 INSTAUATION
A. Bear all concrete footings al°' below frost deplh.
B. Bear footings on undisturbed natural material, 0t on fdl thal is welted to 115~4
opUmum moisture content and compaclod In 8° (maximum) loose lilts to 95%
maximum di)' de11$lly.
C . Wall vlll\S may De Mil·slabbed Into strip looUngs.
3.03 PROTECTION
A. Cold Weather ProtectiOn.
1. Provide cold weather protoction whenevor lho lemporalure Is
f orecast to loll below 40'F within 14 day' ol conaele pfacemenl.
2. Protect conaelc against !reeling unlll ll has curod for no less lhan
fivo days.
J. Do not place c;oncrcto In conlact with frozen surlaces.
-ENO OF SECTION·
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