HomeMy WebLinkAbout5361No. 5361
GARh7ELD COUNTY
BUILDING, SANJTA TIONandPLANNWGIJEPARTMEPt
109 8th Strcct Suite 303
Glenwood Springs. Colorado 81601
303) 945-8212
Job Address 0106 Deer Valley Drive, Springridge, Lot 14, Glenwood Springs
Nature of Work Building Permit
Use of Building Single Family Dwelling w /Double Garage
Owncr Andy O'Brochta
Contractor DM Neuman Construction Company
AmotmtofPernitS 1,118.70 Date November 15, 1994
Permit: 768.00
Plan 440.70
Paid $440.70
S. Archuleta
Clerk
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT
53‘,/PERMIT NUMBER
please print or type DATE 11 - iS - 9,I
TO BE FILLED OUT BY APPLICANT.,PLOT PLAN
ADDRESS Q/0 (o be't&e, .Y€ 5 - I NOTE: Show easements, property line dimensions,
a SUBDIVISION Sorin Ridg all other structures, specify north, and street
6 FILING #'LOT # 14 BLOCK #name. For odd shaped lots, or if space is
a .TAX SCHEDULE # _too small, provide separate plot plan.
LEGAL (SEC /T6tN /RNG)OF BUILDINGS NOW ON PARCEL 0-
NA ^IE Andy O'Brocizta
USE OF BUILDINGS NOW ON PARCEL
MAILING ADDRESS 1826 Grand Avenue
ICI= GS PHONE 945 -7451
NAME Rob Classen a /99,k a w ADDRESSPO Box 1227 CITY GS walk out bsrat = 1336 SF
I main level 1992 SF :'{3.n =k9 (
a NAME DM Neuman Const Co
a ADDRESS PO Box 2317
F claw GS garage 67.4 SF /S 9909 •/
o PHONE 945 -7502 LICENSE #
0
CLASS OF WORK
NEW X _ ALTERATION ADDITION
DEMOLISH REPAIR MOVE
MOBILE HOME (make /model)
S.F. OF BUILDING S.F. OF LOT 4.37 Acre-
OF FLOORS 1+walk out HEIGHT Z.Z
TOFFAMILYUNITS1OFBEDROOMS2 - T
INTENDED USE OF BUILDING s/f res
GARAGE: SINGLE DBL XCARPORT: SINGLE DBL
FRONT PROPERTY LINE
FIREPLACE 2 -gas Deer Valley Dr.
DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER gPrAMM MRXXW
WATER SUPPLY cornun CHECK IF CORNER LOT _
DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED
SITE PLAN X
BUILDING PLANS x
SANITARY SEWER CLEARANCE I hereby 4°knowledge that I have read this
EiONSITESEWAGEDISPOSALPERMIT yGSSrePI appl: ati n and. the above is correct and I
OTHER DOCUMENTS (specify) tC deo Files)acres to comply with all county ordinances
it and . aty laws regulating building construction.
55r, 12A 1.4w4-77 no I0 11140. (0 li
N l ' Q%L '
C W5 FOR - OFFICE USE ONLY
VALUATION d /IO, 7/C FLOOD HAZARD
PERMIT FEE $ 6 O . — PLAN CHECK FEE W40,7 0 CERTIFIED BLDG ELE'VAT &rYI
TOTAL FEE 17:920 SCHOOL IMPACT FEE $ loe SPECIAL CONDITIONS Za Fac,
DATE PERMIT c LIED WArk S TO 26 Os
ZONING DISTRICT PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY 3 1-
TYPE OF CONSTRUCTION V ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING 4/e 5 S.F. OF LOT
MAX. HEIGHT f qqiCi• eat LYG ROAD CLASS.CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPER LINE yFRONT A/ W t OR ENGINEER
REAR E- 5d. RIGHT S '" / `
a
LEFT A
OFF STREET PARKING SPACES REQUIRED
nisien S
Cam
APPROVED- _ L /O`fFiPPROVED: /W,/ ' /g#-
BU SDI NG DEP•2 DATE PLANNIN7 DEPARTMENT DATE
GARFIELD COUNTY BUILDING AND PLANNING
MINIMUM APPLICATION REQUIREMENTS
for
SINGLE FAMILY DWELLING CONSTRUCTION
inc luding
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
and
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit
application and expedite the issuance of a permit it is important that
complete information be provided. Adequate and complete information
will prevent delays in the plan review process. Reviewing a plan and the
discovery that required information has not been provided by the applicant
may result in the delay of' the permit issuance and in proceeding with
building construction. The owner or contractor may be required to provide
this information before the plan review may proceed. This causes delays
because other plans that are in line for review may be given attention
before the new information may be reviewed after it has been provided to
the Building Department.
Please review this document to determine if you have enough information
to design your project and provide adequate information to facilitate a plan
review. If you do not, it may be helpful to obtain a book titled 'Dwelling
construction under the Uniform Building Code. This book is available to
you through this department at our cost. Also, please consider using a
design professional for assistance in your design and a construction
professional for construction of your project.
To provide for a more understandable plan in order to determine
compliance with the building, plumbing and mechanical codes, applicants
are requested to review the following check list prior to and during design.
Applicants are required to indicate appropriately and to submit completed
check list at time of application for a permit:
1
1.Is a site plan included that indicates the distance of the proposed
building or addition to property lines, other buildings, set back
easeme s and utility easements?
Yes No Not necessary for this project _____(2)
2.Does the site plan include the location of the I.S.D.S. (Individual
Sewage Disposal System) and the distances to property lines, wells
on subject property and adjacent properties) , streams or water
courses?
Yes No Not necessary for this project 2)
3.Does the site plan indicate the location and direction of the County or
private/road accessing the property?
Yes _J___No n, Not necessary for this project .___z
4.Do the plans include a foundation plan indicating the size, location
and spacing of all reinforcing steel in accordance with the uniform
buildingsode or per stamped engineered design?
Yes No Not necessary for this project 2)
5.Do the plans indicate the location and size of ventilation openings for
under floor crawl spaces and the clearances required between wood
and earth?
Yes ___No u) Not necessary for this project ...2
6.Do the pl s indicate the size an location of ventilation openings for
the atti , roof joist spaces and soffits?
Yes ____No Not necessary for this project ____(2)
7.Do the plans include design loads as required under the Uniform
Building c e for roof snow loads, (a minimum of 40 pounds per
square -_ of in Garfield County) floor loads and wind loads?
Yes No cu Not necessary for this project 2)
8.Does the plan include a building section drawing indicating
foundation, wall, floor and roof construction?
Yes ____No ___ __m Not necessary for this project 2)
9.Does the building section drawing include size and spacing of floor
joists, wj Wstuds, ceiling joists, roof rafters or joists or trusses?Yes No Al) Not necessary for this project 2)
10. Does the building section drawing or other detail include the method
of positive connection of all columns and beams?
2
Yes "No _ ____u) Not necessary for this project 2)
11. Does the plan indicate the height of the building or proposed addition
from the h' est point of the building or addition measured at mid
span be een the ridge and the eave down to existing grade contours?
Yes __ __No m Not necessary for this project 2)
12. Does the plan include any stove or zero clearance fireplace planned
for installation including make and model and Colorado Phase II
certificatjons or phase II EPA certification?
Yes __No Not necessary for this project 2)
13. Does the plan include a masonry fireplace including a fireplace
section indicating design to comply with the Uniform Building Co e
Chapter 37?
Yes ____No U) Not necessary for this project ____(2)
14. Does the plan include a window schedule or other verification that
egress /rescue windows from sleeping rooms and /or basements
comply th the requirements of the Uniform Building Code?
Yes _ ___No a Not necessary for this project ___._a)
15. Does the Ian include a window schedule or other verification that
window provide natural light and ventilation for all habitable rooms?
Yes _No 0 Not necessary for this project a)
16. Do the plans indicate the location of glazing subject to human impact
such as glass doors, glazing immediately adjacent to such doors;
glazing adja ent to any surface normally used as a walking surface;
sliding gla doors; fixed glass panels; shower doors and tub
enclosur and specify safety glazing for these areas?
Yes ___No Not necessary for this project 2)
17. Is the location of all natural and liquid petroleum gas furnaces,
boilers *Id water heaters indicated on the plan?
Yes __V__No ____ Not necessary for this project 2)
18. Have tw 2) complete sets of constructions drawings been submitted
with th application?
Yes __No ____a, Not necessary for this project a)
19. Have you d signed or had this plan designed while considering
building d other construction code requirements?
Yes No ____cc)
3
20. Does the plan accurately indicate what you intend to construct and
what will receive a final inspection by the Garfield Building
Department?
Yes No 3)
21. Do you understand that approval for design and /or construction
changes ye required prior to the application of these changes?
Yes No 3)
22. Do you understand that the Building Department will collect a "Plan
Review" fee from you at the time of application and that you will be
required to pay the "Permit Fee" as well as any "School impact" or
Septic system " fees required, at the time you pick up your building
permit? j
Yes No 3)
23. Are you aware that you are required to call for all inspections
required under the Uniform Building Code including approval on a
final inspection prior to receiving a Certificate of Occupancy and
occupancy of the building?
Yes __No 0)
24. Are you aware that the person signing the Permit Application whether
the "Owner ", "Agent of the Owner ", "General Contractor ", "Contractor"
or otherwi signing the application is the party responsible for the
project mplying with the Uniform Codes ".
Yes _No 3)
I hereby acknowledge that I have read, understand and answered these
questions accurately to the best of my ability..
L 1
ignature date 3/4
Phone: q'C- 7&days);91 S —Z 9 9 3 evenings)
Project Name: 24- ter
Project Address: 9/O4 CS,- AC
4
Notes:
1)If you have answered' No on any of these questions you may be required to provide this information at
the request of the Building Official prior to beginning the plan review process. Delays in issuing the
permit are to be expected. Work may not proceed without the issuance of the permit.
2)If you have answered "Not necessary for this project' on any of the questions and It is determined by
the Building Official that the Information is necessary to review the application and plans to determine
minimum compliance with the adopted codes, please expect the following:
A.The application may be placed behind more recent applications for building permits in the
review process and not reviewed until required Information has been provided and the
application rotates again to first position for review.
B.Delay in issuance of the permit.
C.Delay In proceeding with construction.
3)If you answered "No" to this question the circumstances described in the question could result in a 'Stop
Work Order" being issued or a 'Certificate of Occupancy not being Issued.
PerApp01.94 Effective May 1, 1994
5
HEPWORTH — PAWLAK GEOTECHNICAL, INC.5020 Road 154
Glemvood Springs, CO 81601
October 10, 1994 Fax 303 945 -8151
Phone 303 945 -7988
D.M. Neuman Construction.
Attn: Duane Neuman.
P. O. Box 2317
Glenwood Springs, Colorado 81602 Job No. 194 443
Subject:Subsoil Study for Foundation Design, Proposed Obrochta Residence, Lot
14, Springrid.ge Subdivision, Garfield County, Colorado.
Dear Duane:
As requested, Hepworth- Pawlak Geotechnical, Inc. performed a subsoil study for
design of foundations at the subject site. The study was conducted in accordance with
our agreement for geotechnical engineering services to D. M. Neuman dated September
22, 1994. The data obtained and our recommendations based on the proposed
construction and subsurface conditions encountered are presented in this report.
Proposed Construction: The proposed residence will be 2 stories of wood frame
construction with a walkout basement level and located on the site as shown on Fig. 1.
Ground floors will be slab -on- grade. Cut depths are expected to range between about 3
to 8 feet. Foundation loadings for this type of construction are assumed to be relatively
light.
If building conditions or foundation loadings are significantly different from those
described above, we should be notified to reevaluate the recommendations presented in .
this report.
Site Conditions: The lot is located in the northeastern part of Springri,dge Subdivision
where the terrain transitions the moderate sloping valley bottom and the steep east
valley side. The building site is located just below the break in grade where there is an
earthen irrigation ditch. Elevation difference is about 7 feet across the building
footprint. Vegetation consists of grass and weeds in the moderately sloping field area
and a juniper and pinon pine forest on the steep valley side.
D. M. Neuman Construction
October 10, 1994
Page 2
Subsurface Conditions: The subsurface conditions at the site were evaluated by
observing two exploratory pits at the approximate locations shown on Fig. 1. The logs
of the pits are presented on Fig. 2. The subsoils encountered, below about 1 foot of
topsoil, consist of stiff sandy silt and clay to the pit depths of 9 feet. Results of swell -
consolidation testing performed on relatively undisturbed samples of the soil, presented
on Fig. 3, indicate low compressibility under existing moisture conditions and a low
collapse potential and moderate compressibility when wetted and loaded. No free
water was observed in the pits and the soils were slightly moist.
Foundation Recommendations: Considering the subsoil conditions encountered in the
exploratory pits and the nature of the proposed construction, we recommend spread
footings placed on the undisturbed natural soil designed for an allowable soil bearing
pressure of 1,500 psf for support of the proposed residence. There could be post
construction differential settlement up to about 1 inch if the bearing soils become
wetted. Footings should be a minimum width of 16 inches for continuous walls and
2 feet for columns. The topsoil and any disturbed soils encountered at the foundation
bearing level within the excavation should be removed and the footing bearing level
extended down to the undisturbed natural soils. The footing depth should be at least 2
feet below the natural ground surface. Exterior footings should be provided with
adequate cover above their bearing elevations for frost protection. Placement of
footings at least 36 inches below the exterior grade is typically used in this area.
Continuous foundation walls should be reinforced top and bottom to span local
anomalies such as by assuming an unsupported length of at least 12 feet. Foundation
walls acting as retaining structures should be designed to resist a lateral earth pressure
based on an equivalent fluid unit weight of at least 50 pcf for the on -site soil as backfill.
Floor Slabs: The natural on -site soils, exclusive of topsoil, are suitable to support
lightly loaded slab -on -grade construction. To reduce the effects of some differential
movement, floor slabs should be separated from all bearing walls and columns with
expansion joints which allow unrestrained vertical movement. Floor slab control joints
H -P GEOTECH
D. M. Neuman Construction
October 10, 1994
Page 3
should be used to reduce damage due to shrinkage cracking. The requirements for joint
spacing and slab reinforcement should be established by the designer based on
experience and the intended slab use. A minimum 4 -inch layer of free - draining gravel
should be placed beneath basement level slabs to facilitate drainage. This material
should consist of minus 2 -inch aggregate with less than 50% passing the No. 4 sieve
and less than. 2% passing the No. 200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95 % of
maximum standard Proctor density at a moisture content near optimum. Required fill
can consist of the on -site soils devoid of vegetation, topsoil and oversized rock.
Underdrain System: Although free water was not encountered in the exploratory pits,
it has been our experience in the area that local perched groundwater may develop
during times of heavy precipitation or seasonal runoff. Frozen ground during spring
runoff can create a perched condition. We recommend below grade construction, such
as retaining walls and basement areas, be protected from wetting and hydrostatic
pressure buildup by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free- draining granular material. The drain
should be placed at each level of excavation and at least 1 foot below lowest adjacent
finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free - draining
granular material used in the underdrain system should contain less than 2% passing the
No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of
2 inches. The drain gravel backfill should be at least 1 1/2 feet deep. An impervious
membrane such as 20 mil PVC should be placed beneath the drain gravel in a trough
shape and attached to the foundation wall with mastic to prevent wetting of the bearing
soils.
H -P GEOTECH
D. M. Neuman Construction
October 10, 1994
Page 4
Surface Drainage: The following drainage precautions should be observed during
construction and maintained at all times after the residence has been completed:
1)Inundation of the foundation excavations and underslab areas should be avoided .
during construction.
2)Exterior backfill should be adjusted to near optimum moisture and compacted to
at least 95 % of the maximum standard Proctor density in pavement and slab
areas and to at least 90% of the maximum standard Proctor density in landscape
areas.
3)The ground surface surrounding the exterior of the building should be sloped to
drain away from the foundation in all directions. We recommend a minimum
slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of
3 inches in the first 10 feet in pavement and walkway areas. A swale will be
needed uphill to direct surface runoff around the residence.
4)Roof downspouts and drains should discharge well beyond the limits of all
backfill.
5)Landscaping which requires regular heavy irrigation should be located at least
5 feet from the building.
6)The uphill irrigation ditch could cause flooding of the building site if it
overflows. The potential for flooding should be considered in the grading for
the residence.
Limitations: This report has been prepared in accordance with generally accepted
geotechnical engineering principles and practices in this area at this time. We make no
other warranty either expressed or implied. The conclusions and recommendations
submitted in this report are based upon the data obtained from the exploratory pits
excavated at the locations indicated on Fig. 1, the proposed type of construction and our
experience in the area. Our findings include interpolation and extrapolation of the
subsurface conditions identified at the exploratory pits and variations in the subsurface
conditions may not become evident until excavation is performed. If conditions
H -P GEOTECH
D. M. Neuman Construction
October 10, 1994
Page 5
encountered during construction appear different from those described in this report, we
should be notified at once so re- evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes.
We are not responsible for technical interpretations by others of our information. As
the project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our recommendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented. herein. We recommend on -site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the soil engineer.
If you have any questions or if we may be of further assistance, please call our office.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
SET G.L
Steven L. Pawlak, P.E.t "
Reviewed By:
Daniel E. Hardin, P.E.
SLP /rr
Attachments
cc: Enartech - Attn: Chuck Peterson
The Drawing Board - Attn: Rob Classen
H - GEOTECH
Approximate Scale
1 = 100'
Deer Valley Drive
G.3
J go -1
1 Lot14 i
1
c 59,
Lot 13
Lot 1 5
Proposed
Residence
W -'Pit zFCII
Pit a i
Lot / Lo ,,
Boundaries
Irrigation -- i
Ditch
HEPWORTH- PAWLAK194443GEOTECHNIAL, Inc.Location of Exploratory Pits 1 Fig. 1
Pit 1 Pit 2
Elev. =5405'Elev. =6409
0
C
ac
00 =112
y—
5 a
WC =5 . _
y
DD =833 n_aJ
10
1
LEGEND:
TOPSOIL; organic sandy silt, brown.
SILT AND CLAY (ML -CL); sandy, scattered sandstone pieces, stiff, slightly
moist, red -brown to white, scattered calcareous zones, slightly porous.
2" diameter hand driven liner sample.
NOTES:
1. Exploratory pits were observed on September 28, 1994. The pits had been dug
with a backhoe.
I
2. Locations of exploratory pits were measured approximately by pacing from
features shown on the site plan provided.
i
3. Elevations of exploratory pits were obtained by interpolation between contours
on the site plan provided.
4. The exploratory pit locations and elevations should be considered accurate only
to the degree implied by the method used.
5. No free water was encountered in the pits when observed. Fluctuations in
water level may occur with time.
6. Laboratory Testing Results:
WC = Mbisfure Content ( %)
DD = Dry Density (pcf)
194 x.43 I inn.
K Logs of Exploratory Pits Fig. 2
I 1 Moisture Canrent =5.6 percent
Dry Unit Weignt =88 Pc
C 1 11 sa roteot sandy clay and silt 1
t
0 Fro Pit 1 @- 5 Feet
1 1
I 111
1 I1
3
11 1
v Compression 11
a 11 I 1 I Upon iWetting
4
5
6 r
1
I
8 cc
roe_ v E: i.:RE — ' 5t
Moistur Content =t}_g percent
rf Unit ',Vete :.t =112 sc:
Samoieor: sandy clay and silt
rpm- Pit 2 99 3 Feet
Q
1
o 1 i!/
c 1 (( Compression
v 2 Upon Wetting j
a f l
E I 10U
11 I 1I I
14
i 1I
III WI
I I1i1 Ii
I I I I
11111 11 II I I
ar La a 100
AR °f !EQ PRESSURE — kst
194 443 HE'WORTH ?AWLAK SWONSCL:A i GN TES T R F5 3GEi7TEC$- FN{GAL. Inc
COLORADO - STATE ELECTRICAL BOARD
INSPECTION REPORT AND CORRECTION NOTICE
rr
Permit ## 2-Z 0t°
Contractor /Homeowner E'Ar F h: (l?,C_T Vi L
Address 06 Da A /icy Qr/ c
ti 7 1i1 C Phone #
Date Received -/'r Date Inspected
Arrival Time 0 Consult Time
Travel Time I \' Inspection Time L Lapse
TYPE OF INSPECTION:
Rest Comm Rough -in Final Partial Reins
Temp Meter Temp Heat Mobile Home Service
Other (please specify)
Service:Wiring Method 1-
Type - 0 -, 3. Classified area Yes No X
Size GFCI Yes No
Overhead_Finished basm't Yes NoNo
Underground (:•"'"panels. Yes No '/
Type Grnd Elec RartgP' Yes '0 NoSizeGrndConductor'") Elec Dryer Yes No
Date Meter Released Elec Wtr Heater Yes No
ACTION: Accepted Rejected Remarks
REINSPECTION FEE REQUIRED. A reinspedion will not be per -
formed until the reinspection fee is received.
You are required to make the following corrections or repairs on the elec-
trical installation at the above address.
CORRECTIONS:
Inspector f' ° "Pa e 1 ofg
6,141 "LOffih i u4Il4.. Nth kith. 641EWe. t ilLa:
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS,
BUILDING PERMIT
FIELD COUNTY, COLORADO.
Date Issued Zoned Area Permit No S
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with
all laws and regulations related to the zoning, location; construction and erection of the
proposed structure for which this permit is granted, and further agrees that if the above
said regulations are not fully complied with in the zoning, location, erection and
construction of the above described structure, e permit may then be revoked by notice
from t • ' y din! In• yy . ctor4t
and IM ELY O v ULL AND OID
e
Use y l i e _
Address egal Description
e (;
a fr/ ,, `'ila t .
etA)
irt
Owne C„/j- Contractor tarn [ . FdI
Setbacks Front Side Side Rear
This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection.
INSPECTION RECORD
Zoning Roof Covering
Electric -Final (by STATE i p ctor)
Footing q 4-11 -`1 < OK-
Foundation // _),/ .cTy CafThr
Plumbing- Underground / 2 -_4 -9q /"
Gas Piping 2 - 3 - 9c- cje Heating Ventilation
Frame 2 - 3 - /S "t Insulation e
Plumbing -Rough Drywall , J ( _ S` Alla f
Electric -Rough
by STATE inspector)Final ji - 7-7 " y,
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945 -8212 10 9 8th Street,County Courthouse,Glenwood Springs, Colo.
APP jjO END DO NOT DESTROY THIS CARD
Date c7/J B 4 .8144t..,_
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