HomeMy WebLinkAboutApplication- PermitNo. 8690
GARFIIJLD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8th, Street Suite 303
Glenwood Springs, CO 81601(970) 9454212
Job AddressC)ti l01),C6.5*-0A—\-2-& Q______________ .
Nature of Work Building Pmt ,3q5---0 3 3 —09-0 1 0
Use of Building ro fl UJ\ ". �.. C .
‘---‘71.,,,A(10._
Contractor . * \i6kiK-
Amount of PermitS 7 .4.(s;._ _ Date
L4-1-7 163
Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
TELEPHONE: (970) 945-8212
GARFIELA COUNTY (GLEN WOOD SPRINGS), COLORADO
Qr�-� INSPECTION LINE: (970)384-500
PERMIT NO. aC -L PARCII.,I.SC TEDULE NO.Z 5S -033-o O(.b
0 (51 czrtoi� ooc . Rd, . 5 vcoo f
LOTNo. ud BLOCK NO. 1 SUBDIVISION/EXEMPTION ION 5J\ C \ :u) 1
tet.:11t4
1_� {q,�VADDRFA's � e,1 1NJ C AV.. AU - t /4k5'
W N tsC�t" �I ADD 9 J�• CAS -A fit-. \11 . Ci p� ✓ lam g�3-2
ARCLIATECTEN006:ERCD
ADDRESS S/ Lo A MN -t SP C e;
WIC PA:
tie NO:
=NO:
94Fr. O$i31100
N. Ft OVUM 841 Q r}L
ok kAlum;12,0_,L beaie41-1-to
S1)
.CLA39 OP WORK:
4ABAGe:
v9J:dOLB
0 DRIVEWAY PEEWIT L R } 1 (m,
oAJ7DDWN vALTERAgo r
ODOIIBLS
1 � \ OON gAB SEWAGE 013.V03.41, (107110
(3:,[o118
vaIDEOLE
ORAJOV$
➢arra /LAN
NO. OR FLG0B3
'VAtVATIOI4OPWOB003
50ECL4LCipM010110:
ADJUSTED VALUATI64Jtqcf
NOTICE
A SEPARATE ELECTRICAL 'PERMIT IS REQUIRED AND MUST RE ISSUED BY THE STATE OF
COLORADO.
THIS PERMIT f BECOMES MILL AND VOID IF WORK OR CONSTRTTCTIQN
AU'1'1IORIGED 1S NOT COMMENCED WITHIN 110 DAYS, ORIF .CONSTRUCTION OR
WORK IS SUSPENDED OR.ABANDONED FORA PERIOD OF 110 DAYS AT ANY T1D4
AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT WAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE ANIS CORRECT. ALL PROVISIONS OF LAWS
GOVERNINOTHIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
IIEREAN OR NOT. TEE .GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
TO. VI • TE OR CANCEL THE PROVISIONS OF ANY OTHER STATE. OR
RE r ' TING CONSTRUCTION OR THE PERFORMANCE Of
N.
PLAN CHECK FEE:
cr9 1.71
TOTAL FEE:
375 .6 2
PERMIT FEE:
f4 -z5.75
DATE PERMIT ISSUED:
CONST: TYPE:
SETBACKS:
•.(
AGREEMENT
PERMISSION IS BERIIEY CEtANT,En TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT TIW. STRUCTUR
DETAILED ON PIANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY Ti B BURDEIGDEPARTMENT.
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT„ THE SIGNER HEREBY AGREES TO COMPLY WITH ALI, BUILDING CODES AND LAND'LISE REGULATIONS ADOPTEI
GARFIELD COUNTY PURSUANT TO AUTHORITY G1VEN W30.28.201 CRS AS AMENDED. THE SIGNER FURTHER. AGREES `MAT IF THE ABOVE SAI) ORDINANCES ARE NOT F€
COMPLIED WITH IN 1115 LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PEB11ff MAY THEN BE REVOKED BY NOTICE F
THE COUNTY AND THAT TEEN AND THERE IT SHALL BECOME NULL AND VOID
TBE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT .PREVENT THE BUILDINGOFFICIAL FROM 7'F ERE FTE REQUIRING
CORRECTION OF ERRORS JN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHE
VIOLATION OF TIES CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURLSDICTION.
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THERE -DOES NUT CON
RESPONSJBILIIIES ORLIABILYI'IES 1 Y GARFIELD. COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES, THE RESPONSIBILITY FOR
DURING C0 5TRUCTI0NRRSTS SPECIFICALLY WITT/TEE .t1RCIITI:ECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED
OF THE OWNERS DiI1 ST. ;- - - --.
Gufoim.uog '._ THEREBY ACKNOWLEDGE THAT WAVE READ AND 'UNDERSTAND THE AGREEMENT ABOVE.
AN ACCEPTANCE OF
a S AND IMPLEMENTA
s. VATIVEAND IN SUPS
The following items are required by Garfield County for a final inspection:
1. A final EleeLlical 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 refrigezator, all
necessary plumbing;
4. A complete bathroom, with washbowl, 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 1997 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 VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupan use and the issuance of a
Certificate of S ccupancy for the dwelling under building permit # � c .
Signature
Bpcont082002
-03
Date
VALUATION/FEE DETERMINATION
Applicantr 41
Address ° pl,S"7 vwteto
Subdivision ScArkbh-l- t4 uJ
Lot/Block /0
Date 3--/$ •O'3 Contractor iki- F- f er"
Finished (Livable Area):
Main /(o k (42 q
Upper
Lower
Other
Total Square Feet
Valuation
Basement:
Unfnished g 2,s
Conversion of Unfinished to Finished
Ilan Check Fee for Conversion
Valuation
Garage:
Crawl Space:
Valuation 72
Valuation q2/ 9d 5
Decks/Patios:
Covered
Valuation
Open
Valuation $27
/5-4 240
27 9'42,
121'7$
825?
Total Valuation ! 94 3,3'
Building Permit Fee /42617,5"`
Plan Review Fee 771,i4
Total BP & PR
25x7,'
/z'?,)3
B704.‘,2.,
1F
PLAT REVIEW CHECKLIST
Applicant S(af.),1 Date 3''/ $ "Q3
/ Building
�/ Engineered Foundation
✓ Driveway PermitT
uveyed Site Plan
Septic Permit and Setbacks
iTGrade/Topography 30%
✓ Attach Residential Plan Review List
✓1viini_mum Application Questionnaire
✓ Subdivision Plat Notes
N,4 Fire Department Review Nir Qvrrt SomtS,F.
-aluation Determination/Fees
d Line Plans/Stamps/Sticker
ALA. Attach Conditions
'- Application Signed M im r 4t
Pan Reviewer To Sign Application
'arcel/Schedule No.
N
.4A0# Snowload Letter- Manf. Hms.
GENERAL NO'lES:
Planning/ r ning
Pro
3
rty Line Setbacks
ft Stream Setbacks
Flood Plain
Building Height
Zoning Sign -off
Road Impact Fees
HOA/DRC Approval R.14,41
Grade/Topography 40%
Planning Issues
Subdivision Plat Notes
Garfield County
Road and Bridge, District 1
7300 Hwy 82, Glenwood Spring*, CO 81601
970-945-1223 ph. 945-1318 FAX
Date: 03-07-03
To: Building & Planning
From: Bobby Branham
Re: Driveway permit exemption
For: Screen
996 Glen Oak Ave.
Glenwood Springs CO 81601
Whistler Construction
996 Glen Oak Ave.
Glenwood Springs Co 81601
Fax; 928-9736
Location:
Block 2, Lot 10
Sunlight View 2
Glenwood Springs CO
' 1 -403
p
Scope of Wart: Obtain building permit
Road and Bridge Concerns: This property lies outside the system of maintained county
roads, and is therefore exempt from County driveway permit requirements.
Bobby Branham
Asst. Foreman Dist. 1
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to
scale.
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line.
A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar,
anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -
rap, (which is required), siding or any approved building material.
A window schedule. A door schedule.
A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square
foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds
per square foot, and a 36 inch frost depth.
All sheets to be identified by number and indexed. All of the above requirements must be met or
your plans will be returned.
All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC.
1. Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each corner of the proposed structure(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes of 30% or greater must be shown on the site plan.
Yes
2. Does the site plan also include any other buildings on the property, setback easements and
utility easements?
Yes
3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and
adjacent pxooperties), streams or water courses?
Yes
4. Does the site plan indicate the location and direction of the County or private road accessing
the property?
Yes A
5. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the uniform building code or per stamped engineered
design?
Yes
2
1
6. 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
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces's and soffits?
Yes ?4
8. Do the plans include design loads as required by Garfield County for roof snow loads, (a
minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor
loads and wind loads?
Yes
9. Does the plan include abuilding section drawing indicating foundation, wall, floor, and roof
construction?
Yes
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof rafters or joists or trusses?
Yes ><
11. Does the building section drawing or other detail include the method of positive connection
of all columns and beams?
Yes
12. Does the plan indicate the height of the building or proposed addition from the highest point
of the building or addition measured at mid span between the ridge and the eave down to
existing (undisturbed) grade contours?
Yes �C
13. Does the plan include any stove . zero clearance ` replace planned for installation including
make and model and Colorado ' - 11 c - cations or phase II EPA certification?
Yes No
14, Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Uniform Buil ing Code Chapter 37?
Yes No
15. Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping rooms and/or basements comply with the requirements of the Uniform
Building Code?
Yes X No 1.3 0pQ.S T-2,0/1,1 Z Off- 3
3
16. Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes StEtp, No
17. 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 walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and specify s ety glazing for these areas?
Yes No
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes ")C No
19. 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 X No [ AMM) ?LANs ?>1 1-O/a
20. 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? Ifyou do not have written permission from
the association, do you understand that the plan check fee will not be refunded should the
architectural committee deny or reject your building plans?
Yes No
21. Will this be the only residential structure on the parcel?
Yes No If no -Explain:
22. Have two (2) complete sets of construction drawings been submitted with the application?
Yes >
23. Do you understand that the minimum size a home can be on a lot is a 20ft. x 2011.?
Yes ) No
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes No
25. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes >c No
4
26. Do you understand that approval for design andlor construction changes are required prior to
the application of these changes?
Yes x No
27. Do you understand that the Building Department will collect a "Plan Review" fee from you
at the time of application submittal and that you will be required to pay the "Permit Fee" as
well as any "Road Impact" or "Septic System" fees required, at the time you pick up your
building ermit?
Yes No
28. 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 afternoons. All inspections must be
called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for
inspections will delay your inspection one (1) day. Inspections are to be called in to
384-5003.
Yes No
29. 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
30. 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 complying with the Uniform Building Code?
Yes No
31. Are you aware that prior to issuance of a building permit you are required to show proof of a
driveway access permit or obtain a statement from the Garfield County Road & Bridge
Department stating one is not necessary? You can contact the Road & Bridge Department at
625-8601.
Yes No , l ui l ��
FeA- $
32. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
and Plumber to pertain' installations and hookups, unless you as the homeowner are
performing the work? The license number of the person performing the work will be
required at tirre of applicable inspection.
Yes No
5
33. Are you aware, that on the front of the Building Permit Application you will need to fill in
the Parcel/Schedule Number for the lot you are applying for this permit on prior to issuance
of a building permit? Your attention in this is appreciated.
Yes i� No
The • i y acknowledge that nave read, understand and answered these questions to the
t of i ability.
gnature Date
Phone: 51 S-5-1- -7 (days); (evenings)
Project Name:
Project Address:
Notes:
Ce0 S \v.KSC-
C11 (UtEAP D LOAD
If you have answered "No" on any of the 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 a permit. If it is
determined by the Building Official that additional information is necessary to review the application
and plans to determine minimum compliance with the adopted codes, 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,
delay in issuance of the permit or delay in proceeding with construction.
bpminreq
08/2002
6
Engineering
To: Paul Whistler
71 Casa del Monte Ct.
Glenwood Springs, Colorado 81601-9068
Phone (970) 945-9737
Cell (970) 948-0973
zco RD&
April 14, 2003
Re: Lot 10, Screen Residence, Sunlight View II Subdivision, Geotechnical Evaluation
Paul:
As requested, we have reviewed the "Preliminary Geotechnical Study, Sunlight View Phase II, 4 -Mile Road,
Garfield County, Colorado" report dated January 31, 2000 prepared by HP Geotech for Mr. Bill Zihtt. This
review was conducted to assess the approach to foundation design and construction of the residence
anticipated for Lot 10.
The geotechnical report indicates that a fine-grained soil exists from the surface to depths that range from 31A -
ft to greater than 8 -ft. Coarse, boulder laden alluvial deposits underlie the surficial soils, An allowable
foundation bearing capacity of 3,000 to 4,000 psf was recommended for the alluvium. The surficial soils
exhibit a low to moderate swell and/or a slight compressive potential upon loading and wetting, therefore, the
report recommends an allowable bearing pressure of 1,500 to 3,000 psf (compressive) and a minimum dead
load pressure of 800 to 1,000 psf to accommodate for swell. Therefore, HP Geotech recommends that an
"evaluation of the bearing conditions be made for the individual buildings when their location, grading and
loadings have been determined".
Observation of the excavation was conducted on 4/3/03 in your presence. The excavation for the entire
structure terminated in the upper surficial soils. As discussed, due to the potential variability of the surficial
soils to swell and/or consolidate under loading and wetting, the Architect (Paul Whistler) and Structural
Engineer (Harry Cole) were advised to design the foundation system in accordance with the criteria
referenced above. Based upon discussions with the Structural Engineer, the foundation has been designed for
an allowable footing pressure of 1,000 psf or less.
Since the design may have deadloads that are lower then the minimum deadload recommended by HP
Geotech, soil samples of the foundation materials were obtained for testing. Three (3) samples were obtained
from the site on 4/6/03 and submitted to HP Geotech for swell/consolidation testing. See the attached figures
for the sample location as well as the results of the testing. In general, the soils exhibit a low to moderate
potential for swell upon wetting. As discussed, the light foundation loads will be exceptable, however,
precautions must be considered during contraction to avoid wetting of the foundation soils over the life of the
structure.
Therefore, a perimeter drainage system to control subsurface wetting of the foundation soils should be
integral with the foundation design. The drainage system should incorporate the 6 -mil vapor barrier, place
and slope the drain invert below the foundation level and exit the drain at least 15 -ft from the nearest
foundation. A gravel material should be placed over the drain pipe for a minimum thickness of 6 -inches
above and adjacent to the footer. The remainder of the foundation wall should be backfilled with native
material conditioned to above optimum moisture content and compacted to 95% of Standard Proctor (ASTM
D698), this fill should continue to within 6 -inches of the final ground surface. All fill should be compacted
and the surface sloped to drain away from the structure. The interior crawl space areas should be plumbed
into the perimeter drainage system in the event that interior plumbing should leak. All utility trenches leading
into the foundation area should be backfilled with native material conditioned to above optimum moisture
content and compacted to 95% of Standard Proctor (ASTM D698).
04/I5/0311I:16 PMVD:IBerger/Screen Prop erty.doc
Screen Residence, Lot #10 Sunlight View II
Paul Whistler Construction Design/Build
April 14, 2003
Page 2 of 2
Having the drainage system in-place, the soils located in the interior of the garage floor can remain in-situ,
however, the surface of this soil island should be sloped (2% min.) to drain to the perimeter drainage system.
In addition, a minimum of 6 -inches of select fill (3/4" crushed rock) should be placed under the slab to
distribute the vehicle Ioading and provide drainage.
This investigation and report has been conducted and prepared in accordance with generally accepted
geotechnical engineering principles and practices. No warranty due to the variability in soil conditions is
either expressed or implied. The conclusions and recommendations submitted here are based upon the
observation of the excavations, laboratory data, and experience in the area. We are confident that the
observational method of the foundation design is the most economical approach to the owner. if you have
any questions or desire additional information, please call 928-0978.
DJB:djb
1c: File
04/15/03111.:16 PMVD:18erger/5 Green Properly.doc
Sincerely,
LJ
Donald J. , P. .
Geotechnical Engineer
A
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Compression
Compression %
0
1
2
0
1
2
3
103 225
0.1
1.0 10
APPLIED PRESSURE --- ksf
Moisture Content W 11.2 percent
Dry Density = 94 poi
Sample of: Sandy Silty Clay
Frorn: Bottom of Excavation, Hand Drive 1
Expansion
upon
wetting
>
\\\.........___u„
r
•
•
ro
•
)
•
•
I,
0.1
1.0 10
APPLIED PRESSURE --- ksf
0.1
1.0 10
APPLIED PRESSURE — ksf
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
SWELL CONSOLIDATION TEST RESULTS
Moisture Content .- 10.3 percent
Dry Density = 95 pcf
Sample of: Sandy Silty Clay
From: Bottom of Excavation, Hand Drive 2
Expansion
upon
wetting
>
\\\.........___u„
r
ro
)
•
0.1
1.0 10
APPLIED PRESSURE — ksf
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
SWELL CONSOLIDATION TEST RESULTS
Compression %
0
1
2
Moisture Content = 15.7 percent
Dry Density = 114 pcf
Sample of: Sandy Silty Clay
From: Bottom of Excavation, Hand Drive
Expansion
upon
wetting
._,
k
0.1
103 225
1.0 10
APPLIED PRESSURE — ksf
r
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
100
SWELL CONSOLIDATION TEST RESULTS
Figure 2
BUILDING & HOME CENTER, INC.
1210 Devereux Road
P.O. Box 1119
Glenwood Springs, CO 81602
(970) 945-1252 • Fax: (970) 945-8529
6..) WOW., t -T +N1WY�1 C—t til
1. '� �` s_ �,
l.,_i IriPr s cz, Zo c".1\ t.Aic ISA Q)11 -LA
‘dc‘ s 5 '/ReS15>ak,IL-C,-
\ (\oob ,t
551A t\ -"--'t 6 V( Ow csuq1k),
t..,60Jcob 5 SSSATk �� ►(�
�--, STALA,
LA01\-)11/4-1)E-
COUNTY OF GARFIEL•D BUILDING DEPARTMENT
C
�RRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at
6
Permit No.
ao--„weL
I have this day inspected
follow ng corrections needed:
s structure and these
premises and found 27—
W-6,4
You are hereby notified that tt the
rection must be inspected
before
When correction(s) have been made, call for inspection at 970-384-5003.
Date
Building Inspector
Phone (970) 945.8292
GARFIELD COUNTY BUILDING DEPARTMENT
NOTICE
You are being assessed $ for reinspection of
I have upon this day
g at A.M.
attempted to do requested inspection and have found:
Work or portion of work for which inspection was called was not ready.
O Corrections requested on previous inspection were not completed.
• Permit card and approved plans not readily available on Job site.
❑ You have deviated from plans which requires approval of the Building Official.
eiWAA44-
Permit Number
Job Address
ikk0:7;" X -0—f
Inspector
8Y0?oAtiedoo aga-
Owner's Name 54'1-4--&-Ael—
Cpntractor
-C�e-te-6;1
CTIO
HEDULED.
FORE INSP _ TION W L B
Bring this copy, with the reinspection fee, to the office of:
goaleounty
Buddu2,9 and.. Ectrzninq
109 8TH STREET, SUITE 303
GLENWOOD SPRINGS, CO 81601
945-8212
YOU ARE HEREBY NOTIFIED THAT NO FURTHER INSPECTIONS WILL BE MADE UNTIL THE
REINSPECTION FEE IS PAID.
a
1
INSPECTION WILL l flT : E MADE UNLESS
THIS CARD 13 P3 TED ON THE JOB
24 HOURS NOTICE REQU RED FOR INSPECTIONS
BUILDING PERMIT
GRFIELD CiINTY, COLORADO
Date Issued..! Zoned Area Permit No 11:1*
AGREEMENT
In consideration of the issuance of this permit, theapplicant 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, Iocation, erection and construction of the above
described structure, the permit inay then be revoked by notice from the County Building
Inspector and IMMEDIATi!!GY BECOME NUL AND VOID.
Use ' ,4urs
Addres
OwnerPASitoMe
Setbacks
egal Description
Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing 4--11 -0 iZeri.
f.,726=-03 kin,
•
U i _III PI I , , s', Q ,A
i
Insulation / p`j ,y
Rough PIumbing-cp..,�p
Drywall a --17-03 I j,
imney : ten - -D3 ,gym
Electric Final (by State Inspector)16in
Gas :^`ping - --03 p'?
/ -10
Electric Rough (By State Inspectc r) -
Septic Final Al
Framing 7..-1.),03 ,
(To include Roof in place and indows
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
Plicate- 384-5003. 109 8th Street County Courthouse Glenwood Springs, Colorado.
A P P R V E DDO NOT DESTROY THIS CARD
q,d Date/, By
G
�` Gni IF PLACED OUTSID - COVER VviTH CLEAR PLASTIC
%�/S 2'x/6