HomeMy WebLinkAboutConditions of PermitCONDITIONS OF PERMIT
BLRE-10-23-8351
Richard Sheets
Foundation Repairs
59 CR 3L7, Rifle
217729200489
1) ALL WORK MUST COMply W|TH 2015 TNTERNATTONAL RESTDENTTAL CODE (lRC)AND
ENGINEER OF RECORDS SOIL EVALUATION AND STRUCTURAL REPAIR PLAN.
2',) TH|S PERMtT tS TSSUED FOR FOUNDATTON REPATRS ONLY. ADDITIONAL REPAIRS TO THE
RESIDENTIAL BUILDING STRUCTURE - IF DEEMED NECESSARY _ MAY REQUIRE A
SEPARATE BUILDING PERMIT. IF ADDITIONAL STRUCTURAL DEFICIENCIES ARE
ENCOUNTERED DURING FOUNDATION REPAIR WORK, THEN A SUBSEQUENT
EVALUATION AND STRUCTURAL DETAILS MAY BE DEEMED NECESSARY FROM THE
ENGINEER OF RECORD.
3) ENGTNEER OF RECORD SHALL FrELD VERTFY TNSTALLATTON OF 11 PUSH P|ERS ALONG
NORTH AND NORTHEAST FOUNDATION WALLS OF THE BASEMENT PERIMETER.
ENGINEER'S STAMPED APPROVAL REPORT IS REQUIRED AT BUILDING FINAL
INSPECTION.
4) tF GAS METER tS DTSCONNECTED, A GAS PIPE PRESSURE TEST AND INSPECTION MAY BE
REQUIRED FOR METER RECONNECTION.
5) FTNAL BUTLDTNG TNSPECTTON BY GARFIELD COUNTY BUTLDING DEPT rS REQUTRED AFTER
COMPLETION OF FOUNDATION REPAIRS.
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GENERAL COMMENTARY, LIMITATIONS
ANd ATTACHMENTS
AQror¡ndworks Company
ËIETTRßAL PËRMITTINT & INSPÊCTIONS ARE
BY THË CCItORAOO STÂTE ËLECTRIOAL BOARD
GENERAL COMMENTARY
The recommendations provided herein are based on our understand¡ng of the project and subsurface
characteristics at the time of this report. Based on actual field conditions, helical piles may be installed instead
of push piers. lf differing project conditions are encountered, Groundworks field personel shall notify
Engineering Depa rtment im mediately for resolution.
Unless determined by a site specific soil boring and laboratory soils anlysis, the bearing capacity (net allowable
soil pressure) referenced in the first page of this report is based on our experience with soils in the project area
as well as the "Presumptive Load-Bearing Values" as outlined in the referenced version of the lRC. Any
perimeter pier may be installed on the interior or the exterior of the structure at the discretion of the
Contractor. lt should be noted that subsurface conditions can vary across the site due to natural occurence or
PROJECT:
ADDRESS:
DATE:
Chri
Fitzsi
Yes
Yes
iåffi'ffiflffiË*ffi-f¡i$'åft by
Fitzsimmons
ATTAGHMENTS:
-06'00'
A. ICC Evaluation Report ESR-5005 IMG Push Pier Mod PP21617-34
B. Ultimate Driving Force Correlation Document
REVIE\ryED FOR CODE COIWPLTANCE
,:'' r suBIEcr ro NorED EXCEITIONS & INSII:c't'rt)NS
GARFIELD COUNTY COMMUNITY DEVELoprvt¡iNT
' :' ,,. DATE P-lq-k1r' û¿ilti+/,
Rick Sheets
Road 317,81650
NO INSPECTION \MITHOUT THESE PLANS ON SITE
REPORT PAGE 4
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DESIGN CALCULATIONS/PIER DETAIL
A Groudworks Contpany
PROJEGT:
ADDRESS:
DATE:
DESIGN CALGULATIONS:
. Based on wall loading and building characteristics outlined in the front page of this report.
of this report, assume a wall load of
. Push Piers Design Spacing Calculation for additional 6", see plan for spac.
. Using the wall load and pier spacing indicated above, the load on each will be
PIER LOAD = Wall Load x Spacing =bs lsEE NOTE f BELOWI
. Using a Factor of Saftey of 2, the minimum driving force will be:
MINIMUM DRtvtNc FoRcE = pier Load x 2 = l@l'ot
DESIGN COMMENTS:
NOTE 1: This actual load is less than the "Average" Allowable Load per Pier of 29.3 kips; therefore
OKAY). Factor of Safety (FS) exceeds 2. See allowable system capacity ratings in the lÇÇ
Evaluation Report ESR-5005 (attached).
Push Pier/Bracket Detail (Typ.)
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Fitzsi
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09:09;18
Road 317,I
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REPORT PAGE 3
ENGINEERING F'OR FOUNDATION STABILIZATION
CODE:
BLDG DEPT.:
A Gromdworks Contpany
DATE:
Ch ris
PROJEGT:
ADDRESS:
s GONTACT |NFO:
Fitzsim 09:08:47
INSP.:INSP. DATE:
inspection, the Groundworks lnspector and lhe client egreed to the following "ScopeOf-Work".
SCOPE.OF.WORK:TY:Each ¡seeerAN-PAGE2l
Feet ¡+¡ 6" allowablelISEE PRODUCT DETAILS. ATTACHED]SPAGING (Typ):
GENERAL ISSUE:
PROP. SOLUTION:
STRUCTURE DESCRIPTION
. Classification:
. Style:
. Stories:
. Construction:
. Exterior:
. Foundation:
STRUCTURAL DETAILS (ExrsrNG):
. Foundation WallType:
. WallThickness:
. Wall Height:
. Wall Reinforcement:
. Unbalanced Fill:
. Surcharge Load (On Walls):
. Wall Bracing: lAssume Typ.l
SOIL GONDITIONS:
[At or Near Foot¡ng Depth]
. Loads: [@ Footing Levell
[Based on Typical IRC Load Tables] FIOOr: ILL + DLI
[Add upper wall and point loads]
. Footing Embedment Depth (Typ.):
. Footing W¡dth (Typ.): lcont. wall + lsol. Pierl
. Footing Thickness (Typ.): [Gont. wall+ lsol. P¡erl
. Footing Reinforcement (Typ.):
. Year Built
- feet NOTE: Wall height might vary due to site grading and footing steps.
NOTE: Fill depth for basement conditions may vary
ILL +
- ¡nches (Below Final Exterior Grade)
- in. (Cont.)- in. (Square)
- tn.-tn
(Ø):. SoilType (USGS):
. Allow. Brg. Gapacity:. Shrink-Swell Potential
Frost Depth (in):
SITE CONDITIONS:
A. Footing Characteristics and Soil Conditions provided by:
S co 81601
u
108 8th Street, #.401
nwood
)temþer 29,2Q23
County Road 317, Rifle, CO 81650
J. Armendar¡z 9t21t2023
Mod PP21617-34MG 11
6.0
of the structure is setfling and needs to be stabilized.
le Fami Residence
e
on
1 998
resent, the concrete slab is assumed to be 4" thick and resting on the footing
top a
52
rm
Available n mum -
r
N/A
1,500
NiA
N/A
N/A N/A
N/A
36
N/A
B. ls Site Plan Available (Y/N)?
psf
(ps0:
. GWT(fr):
REPORT PAGE 1
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AQroundworks Company
PROJECT:
ADDRESS:
DATE:
GENERAL COMMENTS:
1 - Push Pier locations shown in drawing below
SITE and LAYOUT PLAN / NOTES
Push Pier Locations are
approximate
*3{J'
Basement
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PP2
PP3 Þ
PP6
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Maximum Spacing is to be
6-feet on-center
(+l- 6" allowable) and
3 feet from foundation corners
Chri
Fitzsi
V IMG PUSH PIER
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Rick Sheets
Road 17,
Desion Criterìa
Building Code 2015 lBC, 2015 IRC with
G¡rfi cld lÌnr ¡nlrr AmÊn.lmênlç
Load Tvoe Load Cateoorv V¡h¡p
Dead Loads
Floor i2
Roof 20
Walls 10
Live Loads Floor. Residential 40
Roof 20
Snow Loads Ground 40
Roof 40
Wind Loads
Risk Cateoorv 2
Exoosure Caleoorv c
Ultimate Wind Soeed 1l mnh
Seisrnic Load
Seismic Dasion Cetêooru B
tISGS Seiqmin Site ClssE
Fãrlh Loed Soil Bearino CeDecitv 1500 osf
NORTH
REPORT PAGE 2