HomeMy WebLinkAboutApplication- PermitNo. 7346
GARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8th, Street, Suite 303
Glenwood Spring, CO 81601(970) 945-8212
Nature of Work Building Pen -nit
Use of Building
Owner
Contractor
- m It rI I�rl9K /
Amount of Permits /9/ 7 - /
i'qAt ee6 ii 4lYet A - ci, w
Date
12--Q-4"^- C.42- ric = 75-5, �.6
Clerk
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GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
TELEPHONE.: (970) 945-8212
�/�,° INSPECTION LINE: (970) 945-9159
PERMIT NO. ") {
3 7 7PARCEL/SCHEDULE NO.
JOB ADDRESS: 1 / gi2 1� 77 G �\WUgK sp�1 ✓� s�b°
yr
SUBDIVISION/EXEMPTION Lam• 41
1
2
LOT NO.
BLOCK NO.
3 t A r� A�-t vtDAL,
4
5
6
7
8
IQ. FT. OF SUIDINO 2.72_24
USE OFRIVILDINCI
L
QQ. FT. OF LOT 1 2., . / , 12 iI
DFICI�E WORM: }3 t1 LID r.r • / /� _ �, L
Ai-��\I /I1l l�.Y' 1T'1<Z.A=T I' /V�'�l'�_-� Vlryc SVVI
CUSS OF WORN
°ADDITION °ALTERATION °MOVE °R17KOVE
9
OARADE: °SINGLE
CARPORT, r. 661P6OLE .DOUBLE
10
° DRIVEWAY REPLANT
°ON SITE a0IYA0F OISPO9AT (SEPTIC/ RE PLAN
VALUATION OF WORK, t 1
SPECIAL COMMONS.
ADPUSTFD VALUATIONS
/5L/ 5`(5, cn
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF
COLORADO.
THIS PERMIT BECOME& NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WHITEN 160 DAYS. OR IF CONSTRUCTION OR
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME
AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN O ' NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHO• TO VIOLATE OR C E THE P ; • ISIONS OF ANY OTHER STATE OR
LOCAL , REGULATING C• "FRU ON aR THE PERFORMANCE OF
CONSTRU S+i R N.
PLAN CHECK FEE:
1755.(1
TOTAL FEE:
i'g/7, 7/
PERMIT FEE:
/( 2. ;S
DATE PERMIT ISSUED:
OCC: GROUP:
CONST: TYPE:
Building Dept. Approval/Date
SETBACKS:
ISDS NO. & FEE:
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE A:
DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING CODES AND LAND USE REGULATIONS ADOPTED B
GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.26.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FUL.I
COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROI`
THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TH:
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN 1'
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OTTERS JURISDICTION.
THE REVIEW OF THE SUBMTITED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AY
RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATIO'
DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPOR
OF THE OWNERS INTEREST.
Garfoim.o03 I HEREBY ACKNOWLEDGE THAT 1 IIAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (NITIALI
psi
C,L.+fc COO .fib
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running
water, non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all 1994 UBC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all
the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use
Certificate f Occupancy for the dwelling under building permit # rI 3\6V
`f %
the issuance of a
Signature
bpcont
Date
D/q7
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VA0P-q-e
A-0[ [D w//V 4 Is T'NE eAc L/L,4 T /o/V of TH BU/L,O/NG
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= S97 1.@ S 7. oo/6t t... 41J!1 3.
uigR!A4fX).1Ecy, 63$ 55. (f. e i8.vo (7" 8.
Cv V te "g Po'cA, = 35-4 c -8.1f. @ L4 -.00g 6. 6/71-4- 8. �.
4eNCO VERE/-) DECK - / 8 D ts. TT `" /z• a —s. = 2,16, 0. 00._
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A.CgN REVrEv/ :ze 755:4(0
7'67-•94 EE .- , 917,71
.rr
May 20, 1999
Spender Vidal
300B Vagneur Lane
Basalt, Colorado 81621
Hepworth-Pawlak Geotechalca , lac.
50211 County Road 154
GlenwoodSprig, Colorado o 81681
Phone: 974.145-7988
Fax: 977.945.$454
hpgeo@hpaeotedi.eomo
Job No. 199 372
Subject: Subsoil Study for Foundation Design, Proposed Residence, Got 59,
Filing 5, Los Amigos, Garfield County, Colorado
Dear Mr. Vidal:
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 you dated May 3, 1999. 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 a two story wood frame
structure over a c rawlspace located on the site as shown on Fig. 1. Garage floor will be
slab -on -grade. Cut depths are expected to range between about 3 to 6 feet. Foundation
loadings for this type of cion are assumed to be relatively light and typical of
the proposed type of construction.
If building conditions or foundation loadings are significantly different from those
described above. we should be notified to rye -evaluate the recommendations presented in
this report.
Site Conditions: The site was vacant at the time of our field work. The ground 'surface
is relatively, flat to gently rolling with a moderate slope down to the east at grades of
about 12%. Them is about 10 feet of elevation difference across the building arca and
32 fat across the lot. The terrain becomes steeper to the east of the building area at
grades up to about 20%. Vegetation consists of juniper and pinon trees, sagebrush,
grass and weeds.
Subsurface Condidoes: The subsurface conditions at the site were evaluated by
excavating 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 Ya feet of
topsoil, consist of relatively dense basalt cobbles and boulders in a silty sand matrix to
the pit depths of 21/2 and 4 feet. Shallow refusal to the backhoe was encountered in the
Spencer Vidal
May 20, 1999
Page 2
• basalt rock. Results of a gradation analysis performed on a sample of the gravels (minus
S inch fraction) obtained from the site are presented on Fig. 3. No free water was
observed in the pits at the time of excavation and the soils were slightly moist to moist.
Foundation Recommendations: Considering the subsoil conditions encountered in the
exploratory pits and the nature of the proposed construction, we rooted spread
footings placed on the undisturbed natural soil designed for an allowable soil bearing
pre Ire of 3,000 psf for support of the proposed residence. Footings should be a
minimum width of 16 inches for continuous waw and 2 feet for ocoluu rns. Loose and
disturbed soils e000tmtered at the fomdation bearing level within the excavation should
be removed and the footing bearing levet extended down to the undisturbed natural
soils. Voids created by the removal of targe rocks should be bad:filled with compacted
road base or concrete. Diffflcutt erxcavtion of the basalt rock should be pxpectgd.
Exterior footings should be provided with adequate cover above their bearing elevations
for frost pin. 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 10
feet. Fomdation walls acting as retaining structures should be designed to resist a
lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the
on-site soil, excluding oversized rock, as backfill.
Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support
tightly loaded slab -on -grade construction. To reduce the effects of some del
movement, floor slabs should be separated from all bearing walls and columns with
ecpe anion joints which allow unrestrained vertical movement. Floor slab control joints
should be used to reduce damage due to shrinkage cracking. The requirements for joint
spacing and slab reinforcement should be established by the based on
experience and the intended slab use. A minimum 4 inch layer: of free -draining gravel
should be placed beneath slabs to act as a leveling course and f teilital a 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 compac=ted to at least 95% of
maximum standard Proctor density at a moisture anent near optimum. Required fill
can consist of imported road base or the on-site soils devoid of vegetation, topsoil and
oversized rock.
Spencer Vidal
May 20, 1999
Page3
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
compted to at least 95% of the maximum standard Proctor density in
pavement and slab areas and to at least 909E of the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building should be
s to drain away from the foundation in all directions. We
recommend a mhdmum slope of 12 inches in the fret 10 feet in_unpaved
areas and a minimum slope of 3 inches in the fust 10 het in pavement
and walkway areas. A awale may be ned uphill to direct surface
runoff around the residence.
4) Roof cMmcgo and drains should discharge well beyond the limits of
all backfill.
Limitations: This study has been conducted in accordance with generally accepted
geotechnical engineering principles and practices in this area at this time. We make no
warranty either expressed or implied. The conclusion and recommendations submitted
in this report are based upon the data obtained from the exploratory pits excavated at the
locations indicated on Pig. 1 and to the depths shown on Pig. 2, 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 encountered during conatnncdon 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 cervices 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 recommendation
presented herein. We recommend on-site observation of excavations and foundation
H -P GEorECH
Spencer Vidal
May 20, 1999
Page 4
bearing strata and testing of structural fill by a representative of the geotechnical
1f you have any questions or if we may be of further assistance, please let us know.
Sincerely,
HEPWORTH - PAWLAK GEOTEC . = AL, INC.
Steven L. Pawlak, P.E.
JZA/ksm
attachments
APPRRO)QMATE SCALE
1' - 3
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199 372 I HEPWORTH — PAWLAK
GEOTECHNICAL, INC.
LOCATION OF EXPLORATORY PITS
1
SO
85
c
80
M
LEGEND:
.F r
T
NOTES:
PIT 1
ELEV. - 80'
PiT 2
ELEV. - 88'
CO
TOPSOIL; sandy silty clay. with basalt cobbles, organics, stiff, moist. dark brown.
75
BASALT COBBLES AND SOULOERS (QM1)c in o silty sand matrix, dense to very dense, moist
light brown matrix,
Disturbed bulk sample.
Practical Watches refusal.
1. Esiplaratory pits were excavated an May 7. 1999 with a backhoe.
2. Locations of exploratory pits were measured approximately by pacing from features an the site
plan provided
3. Elevations of the exploratory pits were obtained by interpolation between contours on the site
pion provided.
4. The exploratory pit locations and elevations should be considered accurate only to the degree
Implied by the method used
5. The lines between materials shown an the exploratory pit lags represent the approximate
boundaries between material types and transitions may be gradual.
a. No fres water was encountered In the pits at the time of excavating.
Fluctuations in water level may occur with time.
7. Laboratory Testing Results:
+4 - Percent retained an iia 4 sieve
—200 at Percent passing No. 200 sieve
•
199 372
HEPWORTH -- PAWLAK
GEOTECHNICAL, INC.
LOGS OF EXPLORATORY PITS Fig. 2
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8
199 372 HEPWORTH — PAWLAKEOTECHNICAL. INC. •GRADATION TEST RESULTS
G
Fig. 3
16. Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as
a walling surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and
specify safety g1dzing for these areas?
Yes / No
17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated o plan?
Yes No
18. Do you understand that if you are building on a parcel of land created by the exemption
process or the subdivision process, are building plans in compliance with all plat notes and/or
covenants?
Yes No
19. Do you understand that if you belong to a homeowners association, it is your responsibility
to obtain written permission from the association, if required by that association, prior to
submitting an application for a building permit? If you do not have written permission from
the association, do you understand that the plan check fee will not be refunded should the
architecturam
omittee deny or reject your building plans?
Yes \/ No
20. Will this be t only residential structure on the parcel?
Yes No If no -Explain:
21. Have two 2) complete sets of construction drawings been submitted with the application?
Yes •V
22. Do you un stand that the minimum size a home can be on a lot is a 20ft. x 20ft.?
Yes No
23. Have you designed or had this plan designed while considering building and other
constructio ode requirements?
Yes No
24. Does the plan curately indicate what you intend to construct and what will receive a final
inspection b the Garfield County Building Department?
Yes No
25. Do you unders d that approval for design and/or construction changes are required prior
to the appli tion of these changes?
Yes No
4
26. 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 Im ct" or "Septic System" fees required, at the time you pick up your building
permit?
Yes No
27. Are you aware that twenty four (24) hour notice is required for all inspections?
Inspections will be made from Battlement Mesa to West Glenwood in the mornings and
from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be
called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00
p.m. the da before. Failure to give twenty four (24) hour notice for inspections will
delay you inspection one (1) day. Inspections are to be called in to 945-9159.
Yes \ No
28. 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
Occupancyyatid occupancy of the building?
Yes �� No
29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent
of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for
the project cgfnplying with the Uniform Building Code?
Yes v I No
30. Are you aware that If you are accessing a county road and do not have an existing driveway
you will reed to acquire a driveway permit from Garfield County Road and Bridge? Their
phone number is 945-6111. You will need to show proof prior to the issuance of the building
permit.
I hereby acknowledge that I have read, understand and answered these questions to the best
of my abili
11
signature
Phon(/ 7/) ' 45- L )3ays);
Project Name: Y IDM — \23SAlc IC.
Project Address: 1. -PT
/6in
date
(evenings)
Gtr tcr L�rf�
I INSPECTION WILL
THIS CARD IS P
I
MADI. UNLESS
N THE JOB
24 HOURS NOTICE REQUI D FOR INSPECTIONS
BU I LDINd PERMIT
GARFIELD COUNTY, COLORADO
sued
Date Is0i 4tici .Zoned Area Permit No 1 544
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, the permit may then be revoked by notice from the County Building
Inspecto&aild IMM IATELY BE LL AND VOID.
'5
Use frit 4
i itof
Addressr `g es 'ption a i A. li r.r IsOwner(146IPI4Ii . 1 . ctor
11 l
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing / 6.4 ze ce //`" /;1 `l#1'57.rec.
Foundation.- ' S i' g tit , L cs1Yl12W'
Underground Plumbing
Insulation froo
l
Rough Plumbing
Drywall lilloak
Chimney & Vent `
Electric Final (byState Inspector) s-ioj cD2 1(A
Gas Piping 6, - ,1
•
Final ,//( 03...__l
Electric Willi); Stale lnspectoryR
tic inal
Framing *
(To include Roof in place andindows
and Doors installed). '."
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945-9159 109 8th Street County Courthouse Glenwood Springs, Colorado.
APP
Dat
VED
•
By
IF PLACED OUTSIDE - 0 WITH CLEAR PLASTIC