HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT
BLRE-5-15-3643
Richards Residence
81 White Peaks Ln, lronbridge
Foundation Repair
Glenwood Springs, Colorado
1) All WORK MUST COMPLY WITH THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC)
AND THE MANUFACTURER 'S INSTALLATION SPECIFICATIONS .
2) THIS PERMIT IS ISSUED FOR FOUNDATION REPAIRS ONLY. REPAIRS TO REMAINING
STRUCTURE REQUIRE A SEPARATE PERMIT.
3) ENGINEER ON RECORD SHALL FIELD VERIFY PIER INSTALLATION. ENGINEER STAMPED
APPROVAL REPORT IS REQUIRED FOR FINAL INSPECTION.
4) ADDITIONAL STRUCTURAL FOUNDATION OEFECIENCIES ENCOUNTERED DURING REPAIR
REQUIRES ENGINEER STAMPED APPROVAL.
5) IF GAS METER IS DISCONNECTED, A GAS PIPE PRESSURE TEST ANO INSPECT ION MAY BE
REQUIRED FOR METER RECONNECT .
6) GARFIELD COUNTY FINAL INSPECTION REQUIRED.
APPROVED
SUBJECT TO NOT ED
E XCEPTIONS & lNSPCC flONS
GARFIELD cour FY
et Ii:~[;~.·-':~""~ DATE ~;l'..;o BY ---
--~~~~~~~~~~~-
May 21,2015
T O: Mr . John Richards
45 Eagles Nest Court
Carbondale, CO 81623
gotJnilkqqq@yahoo .com
GaryR. Reeder, P.E.
Re z{smr d Pro/mitlflal &zit1ttr
2937 Four Comet!i Drive, Grand Junction, CO 81503
cell: 970/250-9242
~mall : garyreeder:¥1@gmall.com
RE: Underpinnin1 (pfering) Proiect at G•~l'.Y!
81 White Peaks Lane
Glenwood Springs , CO 81601
Enclosed is the proposed piering plan for the garage at subject address . The plan has been slightly
modified from that of April 19, 201 t. At that time you had decided to forego the piering at the garage .
This plan is for piering the garage only.
Ten push piers are proposed, but keep in mind that, with underpinning projects such as this, the field
conditions encountered during the piering progress may dictate a change in the number of piers and in
pier spacing.
This plan does not include any slab piers. However, depending upon the amount of void created under the
slab as the footings and walls are ra ised, it may be necesse.ry to install slab piers at proper intervals and/or
to inject PolyLEVEL foam under the slab to provide proper slab stabilization.
It is my recommendation at this time that Foundation Repair of Western Colorado (FRWC) consider
installing steel of HSS cross section between the bottom of the footings and the pier brackets, particularly
at pier numbers 3 through 10. This will not only help distribute the load bearing under the footings over a
larger area of footing, but also help reduce the effective distance between piers . This is a normal practice
but it is not always used, depending, in fact, upon the cond ition of the concrete footings and stem walls.
The use of the steel can be an on-site decision.
Relldentllll Structunl Inspections .nd Foundation Design
81 White Peaks Lane
Page2
May21, 2015
l will be available for consultation, will be on site at least once during the piering progress, and will help
with the elevation survey during the lifting process. When the project is successfully finaliz.ed, I will
certify the project by letter and/or email .
Please call me if you have any questions.
Respectfu~ubmitted, O~R~~
co #19404
attaclunent (I)
cc : Glenwood Springs Building Department
Foundation Repair of Western Colorado
G•ry R. Reeder, P.E. • 2937 Four COme1a Drtn • Gl'Md Junction, CO 11503
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