HomeMy WebLinkAboutApplication- PermitGarfield County
Building & Sanitation Department
108 8h Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
NO. Ci(1 5is
Job Address 0056 _ ` 4'L ic, i x3/603 ofci-C-) Ce9 v1✓
Nature of Work Building Permit et/Loa a393— aoa-63-6 .
Use of Building 7t h c �1 Lek, v�IC +Q�`1
V
Owner
Contractor
Amount of Permit $(R3-01 Date 13 ) .LL
C <
Clerk �c.t
Permit No:
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8th Street, Suite 201, Glenwood Springs, CO 81601
Ptne: 970-9454212) Fax: 970-384-3470) Inspection Line: 970-384-5003
Parcel/Schedule No: 239 3 - 201# _ 03— 00 .
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE
REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, TINE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE R SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF
ANY RESPONSIBILr11ES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BUILDER, AND OWNER. COMMENTS ARE
INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
C00.T
n1!/\L ` I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL):
Job Address: 0 0 r6 ...a saM ` Gr4 le v a v , •%d i t!�arm,
1 Lot No.G - Z Block No: Subd. / Exemption:
kr, GiI e s, F 1.,yj 1
2
Owner
1 iIn.oi'i..r 1..-IAcus
rjsea!r)C.1
AddressCAwrl
1.31,, Elnvt fid l+ve,
Ph:
1 -70/443 -Ft,.?. -7,
Wk Ph:
a-r'3n9_...5-
3
Contractor:f
Crawcor4 Destlti/13-Ad
Address:
VIE PaybAveS.s1efl
Ph:
91oP•14-o4$D
Lic. No.
IZ9r
4
tilit/Engineer:
c1,;+eche re
Address:
go. ge:11 95
Ph:
4io/ 19-4i'
Lic. No.
30601'1
5
Sq. Ft. of Building:
34 WO
Sq. Ft. of Lot:
. f.5' acres
Height: 1 j1
24 fj
No. of Floors:
7-
6
6
Use of Building: L _
Res` a.fta{ Nae ^J+�e pv1/4c�i'
7
Describe Work:
Ca,.s-hkGJ-.s•. a r_e,,, 1,., 0,...,4 `„,1 4wo cew paraye
8
Class of Work: 4K New J $ Alteration ❑ Remove
o Addition o Move
9
10
Garage: o Single
D( Double
Carport: o Single
❑ Double
❑ Driveway Permit o On -Site Sewage Disposal ❑ Site Plan
(Septic)
11
Valuation of Work: $
,..�1 7 So in
Adjusted Valuations: $ ")a� 30. 3�
p I
12
i
g%E IJie d - i W GdbedCf Swe.We ` 6j2R.o _ P- tm 66114A-64'
i
SEPARATE
ISSUED
THIS
AUTHORIZED
CONSTRUCTION
PERIOD
1 HEREBY
APPLICATION
PROVISIONS
COMPLETED
GRANTING
TO
LOCAL
OFCONSTRUCTION.
ELECTRICAL
BY THE STATE
IT
PERMBECOMES
1S NOT
OR
OF 180 DAYS
CERTIFY
AND
OF LAWS
WITHIN
OF A PERMIT
VIOLATE OR CANCEL
LAW REGULATING
Ak
NOT E
PERMIT IS REQUIRED AND MUST BE
OF COLORADO.
NULL AND VOID IF WORK OR CONSTRUCTION
COMMENCED WITHIN 180 DAYS, ORIF
WORK 15 SUSPENDED OR ABANDONED FOR A
AT ANY TIME AFTER WORK 15 COMMENCED.
THAT 1 HAVE READ AND EXAMINED THIS
KNOW THE SAME TO BE TRUE AND CORRECT. ALL
GOVERNING THIS TYPE OF WORK WILL BE
WHETHER SPECIFIED HEREIN OR NOT. THE
DOES NOT PRESUME TO GIVE AUTHORITY
THE PROVISIONS OF ANY OTHER STATE OR
CONSTRUCTION OR THE PERFORMANCE
- / •
i
Plan Check Fee:
134 8,€)(9
Permit Fee:
1
2-074
07 55
Total Fee: Dated'Permit Issued:
342/2 01/
`�i/
y^ ei'ooup: Const. Type:
zoning:
Setbacks:
Manu. Home ISDS No. & Fee:
`:r1
if
. I I
APPR: 1 !DATE
• RI.r Rif'y
P>- s 4/grATE
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE
REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, TINE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE R SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF
ANY RESPONSIBILr11ES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BUILDER, AND OWNER. COMMENTS ARE
INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
C00.T
n1!/\L ` I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL):
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. All bathrooms must be complete, 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 IBC and IRC 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;
8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
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 occupancse and the issuance of a
Certificate of Occupancy for the dwelling under building permit # ('{55
Signature
BpcontOct2004
Date
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTION
Including
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. When reviewing a plan
and it's discovered that required information has not been provided by the applicant, this will result
in the delay of the permit issuance and in proceeding with building construction. The owner or
contractor shall be required to provide this information before the plan review can proceed. 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. Also, please consider
using a design professional for assistance in your design and a construction professional for
construction of your project. Any project with more than ten (10) occupants requires the plans
to be sealed by a Colorado Registered Design Professional.
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 checklist prior to
and during design. Applicants are required to indicate appropriately and to submit the
completed checklist at time of application for a permit.
Plans to be included for a Building Permit, must be on drafting paper at least 1S"x24" and
drawn to scale.
1
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 fmish grade line
and original grade. 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. Engineered
foundations may be required.
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, a 90 M.P.H. wind
speed, wind exposure B or C, 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 2003 IRC.
1. Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each comer 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. (NOTE
Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft.
of a property line and not within a previously surveyed building envelope on a
subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's
signature and professional stamp on the drawing. Any structure to be built within a
building envelope of a lot shown on a recorded subdivision plat shall include a copy of
the building envelope as it is shown on the final plat with the proposed structure located
within the envelope.
Yes V
2. Does the site plan also include any other buildings on the property, setback easements and
utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution
if the property you are applying for a building permit on is located on a corner lot. Special
setbacks do apply.
Yes N/A
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 properties), streams or water courses?
Yes N/A
2
4. Does the site plan indicate the location and direction of the County or private road accessing
the property?
Yes ✓
5. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the IRC or per stamped engineered design?
Yes ✓
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 and soffits?
Yes ‘7-
8.
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 a building 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 ofpositive connection of
all columns and beams?
Yes V
12. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the
top of a flat roof? (Building height measurement usually not to exceed 25 feet)
Yes ✓
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado Phase II certifications or phase II EPA certification?
Yes No ✓
3
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the IRC?
Yes No
15. Does the plan include a window schedule or other verification that egress/rescue windows
from sleepingrooms and/or basements comply with the requirements of the IRC?
Yes ✓ No
16. Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes ✓ 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 safety 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 ✓ 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 ✓ No
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? The building permit application will not
be accepted without it.
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 dimension a home can be on a lot is 20ftwide and 20ft.
long?
Yes ✓ No
4
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes ✓ No
25. Do your plans comply with all zoning rules and regulations in the County related to your
properties zone district?
Yes ✓ No
26. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes ✓ No
27. Do you understand that approval for design and/or construction changes are required prior to
the application of these changes?
Yes ✓ No
28. 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 permit?
Yes ✓ No
29. Are you aware that you must can in for an inspection by 3:30 the business day before
the requested inspection in order to receive it the following business day? Inspections
will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be
called in to/384-5003.
Yes No
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $5900 re -inspection fee?
Yes ✓ No
31. Are you aware that you are required to call for all inspections required under the IRC
including approval on a final inspection prior to receiving a Certificate of Occupancy and
occupancy ofthe building?
Yes ✓ No
32. Are you aware that the Permit Application must be signed by the Owner or a written
authority being given for an Agent and that the party responsible for the project must comply
with the IRC?/
Yes ✓ No
5
33. Are you aware that prior to submittal of a building permit application 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
34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
and Plumber to perform 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 timy of applicable inspection.
Yes ✓ No
35. 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 submittal
of a building permit application? Your attention in this is appreciated.
Yes ✓ No
36. Do you know that the local fire d)strict may require you to submit plans for their review of
fire safety issues? Yes ✓ No (please check with the
building department about this requirement)
I hereby acknowledge that I have read, understand and answered these questions to the
best of my ability.
ClE
Signature of O rer Date
Phone: filo/3 ^9 — f I t S (days);
Project Name: L u (A'S
gs $ 4:118.0. C e
q -16/q67- eau
(evenings)
Project Address: 0056 'T N FcIN Sfor i., ( Q SPS 6T e«)
Notes: 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.
BpminregOct2004
6
GARFIELD COUNTY
BUILDING REQUIREMENTS
Codes: 2003 IRC, IBC, IFGC, IMC, IPC,
Setbacks: Check subdivisions and zone district for setback requirements.
Snowload: 40PSF up to 7000ft. elevation.
50PSF 7001 to 8000ft.
75PSF 8001 to 9000ft.
100PSF 9001 to 10000ft.
Seismic design category: B
Weathering probability for concrete: Severe
Termite infestation probability: None to slight
Wind speed: 90mph
Decay probability: None to slight
Wind Exposure: B r C (see section R301.2.1.4)
Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above.
Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft.
elevation.
Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by
Building Official.
Ice shield under-layment required.
Mean Annual temp.: Variable
Insulation: Maximum glazing U factor: 0.50
Minimum R -Values:
• Ceilings/roofs R values are: R-30 stick built
structures. R-38 log construction and steel
rafter construction.
• Walls R values are R-19 wood frame; R-19
cavity R-3 sheathing steel studs.
• Floors R -values are R-19.
• Basement wall R -values are R-10 below
grade, R-19 above grade.
• Slab perimeter R -value and depth is R-
10/36in.
• Crawl space wall R -values are R-10 below
grade and R -I9 above grade
If floors over crawl spaces are not insulated, the crawl space walls must be
insulated. Basement wall must be insulated to frost depth. Common walls
garage to house must have R-19 insulation. Common ceiling/floor garage
to house must have R-19. Take precautions to protect plumbing in these
areas
VALUATION/FEE DETERMINATION
Applicant 6.1 E
Address CID Yr cry */
Date 32 M
Finished (Livable Area):
Main 242 ,
Upper
Lower
Other
18'998
Total Square Feet
Valuation
Subdivision See
Lot/Block Z
Contractor Cxp
3925 t 7/6g 2S Zi) 3aa
Basement:
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Crawl Space:
Valuation 6,00 1 !t
Valuation 242 X9
Decks/Patios:
Covered
Valuation
Open
Valuation
/�1
fe7. I$3*zf
Total Valuation
49, too
43`12.
02/10/2006 19:15 19709630283
MGM : cuTT ING EDGE SECIR I TY
TIM LUCAS
FAX W. ;970 876 2944
Roaring Fork Water 61 Sanitatlon DfMrkt
P.O. Box 326
Glenwood Springs, CO 016102
(170) 576.6001
TS/lathy Lucas
132 Grew w Avenue
Cerbondate, CO 01123
PAGE 02
ilpr. 20 200E 03:29PM P1
BILLING DATE: 3/1/2006
BILLING PERIOD: 1/1IOs - 341/06
ACCOUNT NO: 20220.01
SERVICE ADDRESS:
0066 Thunderstorm
AMOUNT DUE: 0.00
DESCRIPTION PREV READ cunR READ USAGE AMOUNT
PRM6O5 &GLANCE
PAntaNTS 0900.00 -
WATER TAP FEE 0 0 0 9000.00
SEWER TAP FEF 3900.00
CURRENT CHARGES: 0.00
TOTALAMOUNT DUE: 0,00
Your usage for this period test year was 0 gallons
Plea call our Ohba at 9704464144 M you mould Mar more information on your water usage history.
MOM dSYoh a$ *u* mew poison rich your nit
RFWSD
Po BOX 326
GLENWDOD SPRINGS, CO 61902 . ACCOUNT NO: 20220.01
AMOUNT DUE: 000
Timothy Lucas
132 Garfield Avenue
Carbondale. CO 61623
• Please check hem if you an Interested in Direct Pay.
ASPEN GLEN HOMEOWNER'S ASSOCIATION
Design Review Committee
March 5, 2005
Mr. Tim Lucas
132 Garfield Avenue
Carbondale, CO 81623
Re: C-02 Final Approval
Submission of final plans for your residence to be constructed on Lot C-02 were made
March 3, 2005 to the Aspen Glen Design Review Committee. Receipt of your Builder's
Completion Deposit and CRAF checks are hereby acknowledge and appreciated. Your
plans have been approved subject to the following conditions:
1. Prior to the first on-site inspection, completed foundation, please submit a
revised grading plan that indicates the height of your berms and confirming that
on-site drainage will be contained on-site or diverted to the street and does not
shed onto adjacent properties.
2. Please add more shrubs around the perimeter of the house and indicate on the
revised grading plan.
3. Please note that roof shingles must be a minimum of 340 pounds per 100
square feet, a minimum of 3/8" thick and a minimum 40 -year warranty.
4.1 was remiss to remind you to provide a sketch of your entry monumentation.
Please do so when you submit your revised grading plan.
5. As noted on your plans the chimney cap was changed to copper.
6. If your stucco color changes from what you submitted please provide a sample
for a review.
When you are ready to start construction, please schedule a preconstruction meeting with
me so we can review the construction guidelines and I may notify the front gate of a
pending start. Items such as fencing the site to prevent trash from blowing onto adjacent
lots will also be discussed.
Three inspections need to occur during construction of your home. These will
ultimately be your responsibility and bear upon release of the Builder's Completion
Deposit. Please contact the DRC Administrator at (970) 963-3362, upon completion of
PO Box 400 • CARBONDALE, CO 81623
OFFICE 970-963-3362 • Ilamont®sopris.net
the foundation and dry -in phases of construction and for your final on-site review by the
DRC. Details of these procedures are contained in the Design Review application packet
that was provided to you during DRC review. Failure to call for any of these
inspections will result in $1000 per violation held by the Homeowners Association
from the return of your Builder's Completion Deposit All inspections are performed
by the Committee the 2nd and 4th Thursday's of each month. It will be necessary for
your builder to arrange reviews in accordance with the DRC's scheduled sessions.
Please keep in mind that a copy of your approved plans are kept on file for periodic
review by the Design Review Committee to assure compliance with your approved plans.
Any anticipated changes from your approved plans must be submitted to, reviewed by
and receive approval from the Design Review Committee prior to making any changes.
The committee looks forward to your home being an attractive addition to the Aspen
Glen community.
ly, Leslie
LC
spen Glen Design
cc: DRC files
TLamon dministrator
Cf�L
eview Committee
Applicant
PLAN REVIEW CHECKLIST
LUCAS Date 3 2
uilding
l/ Engineered FoundationSifRt
✓Surveyed Site Plan
gn S9,ptic Permit and Setbacks
jG de/Topography 30%
L/ Attach Residential Plan Review List
7Mum Application Questionnaire
ivision Plat Notes
X74_Fire Department Review
Val tion Determination/Fees
Red Line Plans/Stamps/Sticker
i kttac Conditions
✓ Application Signed
an Reviewer To Sign Application
7
arcel/Schedule No.
40# Snowload Letter- Manf. Hms.
GENERAL NOTES:
Planning/Zoning
Property Line Setbacks
30ft Stream Setbacks
Flood Plain
Building Height
Zoning Sign -off
Road Impact Fees
HOA/DRC Approval
Grade/Topography 40%
Planning Issues
Subdivision Plat Notes
No. C�
Assessor's Parcel No )3 010y-03-044.,
Date 47(3/05-
BUILDING PERMITp�,��CARD �) yy
Job AddyOJ� V6RC iG e � 4 / o(� V T
Owner %,/e�'� Address 132 d Cw-e on
l_JLGLi,�` Address?? 9'S P c^'e-0'/� s Phone #
Setbacks: Front UU Rear _ RH LH
n
Contractor
Si
FDA C-
o i Is
,oils Test
Footing
Foundation N-2'2 -erne
Grout
Underground Plumbing
Rough Plumbing %,Z9 -0571 -
Framing
c5 ? -
Framing 7-2/-CsI
Insulation 7-ti-d'!"'fi°
Rooting
Drywall 6-//-0-776C-
Gas
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( 1,0( chit 11 INSPECTIONS
NQ� /& ; A _ NOTES
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Weatherproofing
Mechanical
Electrical Rough (State)
Electr�icQal Final (tate)
Final "no "as Checklist Completed? -
Certificate Occupancy #
Date
Septic System # SSLa _N -.t !ro Z‘.1/43-
Date
terDate
Final
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(continue on back)
i
1-
BUILDING
PERMIT
GARFIELD COUNTY, COLORADO
Date Issued 4 i4. 094 Zoned Area Permit No 455
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
Inspector and IMMEDIATELY BECOME NULL'1AND VOID. Uses% � O(`fc(s M&c€ LIC*u.pr4hos+O+4J.tr9t
Address rLegal Description• ! htetf�ds t 1" fID( AA
Owner Le CAC 4 5' (� t Contractor r O( ‘:) s1
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing 1/ - Iii_ (d57 Driveway
Foundation /-/ - 2 2 c q'
Underground Plumbing Insulation 7 - Z S _Th— -
Rough Plumbing i-7.,_�3-;;Drywall c - ; ; - n c -r, Eniri%
Chimney & Vent _, J_ WaninleANY 4
Gas Piping --7,_ Fina i ' 29
Septic ' ina
Framing //_7 f -Us Notes:
(To include Roof n place and Windows
and Doors installed).
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
eaPRnvFn
•
•
•
•
•
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0
SINGLE FAMILY RESIDENCE
LOT C2 • THUNDERSTORM CIRCLE • ASPEN GLEN
CARBONDALE • GARFIELD COUNTY • COLORADO
GRW ARCHITECTURE LLC
P.O. BOX 95 • CARBONDALE
COLORADO • 81623
STRUCTURAL DETAILS
KAUP ENGINEERING INC.
1129 GRAND AVENUE
GLENWOOD SPRINGS • COLORADO • 81601
STRUCTURAL GENERAL NOTES
CRAWFORD RESIDENCE
LOT 0,2, ASPEN'GLEN, GARFIELD COUNTY, CO
3+31/05
A DESIGN LIVE LOADS
1. SNOW 40 PSF
2. RESIDENTIAL 40 PSF
3. WIND: 3 SECOND GUST 90 MPH EXPOSURE 13
4. SEISMIC ZONE 13
13 DESIGN CODES
I INTERNATIONAL RESIDENTIAL CODE (2003)
2. ACI BIALDING CODE (ACI 318-95)
3. AISC STEEL CONSTRUCTION MANUAL (9th Edition)
4. ATTC TIMBER CONSTRUCTION MANUAL (4th Edition)
C. FOUNDATION
BUILDING TO BE FOUNDED ON SPREAD FOOTINGS DESIGNED FOR A MAXIMUM ALLOWABLE SOIL
BEARING PRESSURE OF 1200 PSF. THE OWNER/CONTRACTOR HAVE READ THE SOILS REPORT AND
HAVE ELECTED TO ACCEPT THE LOW RISK OF SUBSIDENCE POTENTIAL AS OUTLINED IN THE SOILS
REPORT. SPREAD FOOTINGS MUST BEAR ON UNDISTURBED NATURAL SOILS
SEE SOILS INVESTIGATION REPORT NO. 105 143, REBRUARY 28, 2005 BY HEPWORTH-PAW LAK
GEOTECHNICAL, INC , GLEN WOOD SPRINGS, COLORADO, FOR ADDITIONAL SOIL DATA AND
CONSTRUCTION REQUIREMENTS. A REPRESENTATIVE OF THE SOBS ENGINEER SHOULD OBSERVE
ALL FOOTING EXCAVATIONS PRIOR TO CONCRETE PLACEMENT TO EVALUATE BEARING CONDITIONS
PROVIDE FOUNDATION DRAIN AND DEWATERING AS RECOMMENDED BY THE SOILS ENGINEER
D CONCRE TI,
CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRLCTED IN ACCORDANCE WITH THE AMERICAN
CONCRETE INSTITUTE BUILDING CODE (ACI 318-89) ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WHEN
PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR
SAW CUT) AT MAY 20'-0" O.C. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCING BARS
SHALL BE ASTM A615 - GRADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF
REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL
ENGINEER LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE
CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - M5 BARS WITH A
MINIMUM OF 2'-0" PROTECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS AND SLABS
PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE
PLANS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT
ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER ANCHOR BOLTS FOR BEAM AND
COLUMN BEARING PLATES SHALL CONFORM TO ASTM A307 AND BE PLACED WITH SETTING
TEMPLATES
E. STEEL
ALL STEEL SHALL CONFORM TO ASTM A36 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM
A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A53 (GRADE B). ALL SHOP
CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM
CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A325 3/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE
ROW AND SHALL CONFORM TO ASTM A325N, UNLESS OTHERWISE NOTED ANCHOR BOLTS SHALL
CONFORM TO ASTM A307. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
ACCORDANCE WITH LATEST PROVISIONS OF THE AISC MANUAL OF STEEL CONSTRUCTION AND AISC
CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR
ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH BEAM,
APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF
THE AWS "STANDARD QUALIFICATION PROCEDURE". COMPLY WITH AWS D1.1 "STRUt:I1JRAL WELDING
CODE? ALL WELDS SHALL BE E70XX TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL WITH
APPROVED PRIMER. TOUCH-UP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS
DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT EMBECO 153 OR
EQUIVALENT. EXPANSION BOLTS SILALL BE "WEJ-IT', "RED HEAD", KWIKBOLT", OR APPROVED WEDGE
TYPE, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.
F. STRUCTURAL WOOD FRAMING
ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FIR/LARCH 02 GRADED AS PER
a
•
•
a
LATEST EDITION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL
FOREST PRODUCTS ASSOCIATION AND WWPA.
HEAVY TIMBER FRAMING (DOUGLAS FIR NO. 1 )
Fb = 1350 PSI Fv = 85 PSI E = 1600000 PSI
SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES PROVIDE SOLID BLOCKING
BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM 1 X 4 CROSS BRIDGING AT NOT
MORE THAN 8'-0" 0 C. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE
JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL
PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 61-0" 0 C.
FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING UBC MINIMUM
REQUIREMENTS PER UBC SECTION 2517.(g).7 CONNECTORS SHOWN ON THE PLANS ARE
MANUFACTURED BY THE SIMPSON COMPANY CONNECTORS BY OTHER MANUFACTURERS SHALL BE
DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY IS EQUAL TO OR GREATER THAN THAT OF THE
CONNECTOR SPECIFIED FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS.
ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 25Q OF THE UNIFORM BUILDING CODE
PLYWOOD FOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA GRADE TRADEMARKED
CDX WITH EXTERIOR GLUE. LAY LF PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND
STAGGER JOINTS ALL NAILING COMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING
REFER TO TABLE BELOW FOR USE REQUIREMENTS:
USE THICKNESS SPAN/INDEX EDGE NAILLNG INTERMEDIATE NAILING
FLAT ROOF 3/4" 48/24 8d @ 6" O.C. 8d @ 12"0.C.
SLOPED ROOF 5,8" 32/16 8d @ 6"OAC. 8d @12" O.0
FLOOR 3/4" T&G 48/24 8d @ 6" O.C. Sd (d 12•0.C.
SHEAR WALL VT' 24/0 8d (v 4" O.0 8d (DLO" O C.
ALL EDGES OF SHEAR WALL SHEATHING SHALE. BE BLOCKED. PARTICLE BOARD SHEATHING MAY BE
USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF OWNER AND ARCHITEC1 P V21!CLE
BOARD SHEATHING SHALL COMPLY WITH UBC STANDARD NO. 25-25 EXTERIOR TYPE 2 -M -W AND SHALL
HAVE A SPAN RATING EQUIVALENT TO OR BEI I ER THAN THE PLYWOOD IT REPLACES. ATTACHMENT
AND THICKNESS (WITHIN I/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.
GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBER OF EITHER DOUGLAS FIR/LARCH OR
SOUTHERN PINE LAMINATED MEMBERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH
'THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE
LAMINATED LUMBER" PUBLISHED BY THE AIIC AND THE APPROPRIATE LUMBER PRODUCERS'
ASSOCIATION. "APPEARANCE GRADE SHALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXPOSED
SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE
BUILT UP USING 2" NOMINAL MATERIAL SIZES SHOWN ARE NET FOR GLUE LAMINATED MEMBERS
ALLOWABLE UNIT STRESSES FOR DRY CONDITIONS OF USE REQUIRED SHALL BE AS FOLLOWS -
MEMBERS STRESSED PRINCIPALLY IN BENDING (BEAMS, GIRDERS) - COMBINATION 24F
Fb = 2400 PSI Fv = 165 PSI E = 1800000 PSI
PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS
FABRICATED WOOD JOISTS. 1 SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND
PLYWOOD WEBS CALLED FOR ON THE DRAWINGS AS 'TN' ARE AS MANUFACTURED BY THE TRUS-
JOIST CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING,
BRIDGING, BRACING, 51IF1-ENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE
MANUFACTURER. CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS.
PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID
BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS.
MICRO=LAM LUMBER BEAMS VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 1 3/4" THICK
CALLED FOR ON THE DRAWINGS AS "ML" ARE AS MANUFACTURED BY THE TRUS-JOIST CORPORATION
OF BOISE, IDAHO. MICRO LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS IS REQUIRED, THE
MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF 16 -PENNY COMMON NABS SPACED
12" 0.0 FOR MEMBERS WITH 14" AND GREATER DEPTH USE THREE ROWS.
FABRICATED WOOD TRUSSES. PROVIDE ENGINEERED OPEN WEB ROOF TRUSSES AS PROFILED BY
DRAWINGS. DESIGN TO CARRY LIVE LOADS INDICATED BY STRUCTURAL DRAWINGS, FOLLOW
REQUIREMENTS OF THE UNIFORM BUILDING CODE WITH A LOAD DURATION FACTOR OF 1.0 AND WITH
A MAXIMUM ALLOWABLE LIVE LOAD DEFLECTION OF 1J360. SHOP DRAWINGS. AN ERECTION PLAN, AND
SEALED STRUCTURAL CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO
FABRICATION. CALCULATIONS SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE STATE OF
COLORADO. SHOP DRAWINGS SHALL DETAIL EACH TRUSS TYPE, APPLICABLE CONNECTIONS, TRUSS
LAYOUT AND BRACING SUPPLY ALL PLATES, BLOCKING, BRIDGING, BRACNG, STIFFENERS AND OTHER
RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR
G ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ARCHITECTURAL
AND DISCREP.ANCES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
EL THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS SUCH AUTHORIZATION DOES NOT RELIEVE
THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS.
I COORDINATE .ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND
ELECTRICAL CONTRACTORS.
J. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE
IN PLACE
K. CONSTRUCTION MATERIALS SHALL BE SPREAD OW' IF PLACED ON FRAMED CONSTRUCTION LOAD
SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
L. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHAM.
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING. SHORING FOR LOADS DUE TO
CONSTRUCTION EQUIPMENT. ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER
SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENG/NEER BE
RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES FOR
PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT
THERETO
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KAUP ENGINEERING INC.
SINGLE FAMILY RESIDENCE
LOT C-2, ASPEN GLEN
GARFIELD COUNTY, CO
SHEET
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1129 Grand Avenue
Glenwood Springs, CO 61601
(970)945-9613, fax (970)945-9633
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SINGLE FAMILY RESIDENCE
LOT C-2, ASPEN GLEN
GARFIELD COUNTY, CO
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(970)945-9613, fax (970)945-9633
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LOT C-2, ASPEN GLEN
GARFIELD COUNTY, CO
SHEET
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1129 Grand Avenue
Glenwood Springs, CO 81601
(970)945-9613. fax(970)945-9633
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LOT C-2, ASPEN GLEN
GARFIELD COUNTY, CO
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SINGLE FAMILY RESIDENCE
LOT C-2, ASPEN GLEN
GARFIELD COUNTY, CO
SHEET
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1129 Grand Avenue
Glenwood Springs, CO 81601
(970)945-9613, fax (970)945-9633
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KAUP ENGINEERING INC.
SINGLE FAMILY RESIDENCE
LOT C-2, ASPEN GLEN
GARFIELD COUNTY, CO
SHEET
7
OF
1129 Grand Avenue
Glenwood Springs, CO 81601
(970)945-9613, fax (970)945-9633
•
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KAUP ENGINEERING INC.
SINGLE FAMILY RESIDENCE
LOT C-2, ASPEN GLEN
GARFIELD COUNTY, CO
SHEET
a
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DRAWN
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1129 Grand Avenue
Glenwood Springs, CO 81601
(970)945-9613, fax (970)945-9633
1
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KAUP ENGINEERING INC.
SINGLE FAMILY RESIDENCE
LOT C-2, ASPEN GLEN
GARFIELD COUNTY, CO
SHEET
cl
OF
1129 Grand Avenue
Glenwood Springs, CO 81601
(970)945-9613, fax (970)945-9633
•
•
•
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KAUP ENGINEERING INC.
SINGLE FAMILY RESIDENCE
LOT C-2, ASPEN GLEN
GARFIELD COUNTY, CO
SHEET
iC
OF
1129 Grand Avenue
Glenwood Springs, CO 81601
(970)945-9613, fax (970)945-9633
•
•
•
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KAUP ENGINEERING INC.
SINGLE FAMILY RESIDENCE
LOT C-2, ASPEN GLEN
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1129 Grand Avenue
Glenwood Springs, CO 81601
(970)945-9613, fax (970)945-9633