HomeMy WebLinkAboutApplication- PermitGarfield County
Building & Sanitation Department
108 8`h Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
NO. CW.7
Job Address 33 (13 (Z301 Ce gI , 3S
Nature of Work Building Permit oZ`'o % -10 I' 0t -004-
Use of Building 7-o1/21,321 / t-o-ys d 4ia Lty, c
Owner yt t.t) V rLt`y s / `
Contractor Or/AML/._
Amount of Permit $
ilmg,35
Date I pct a40y
Clerk e'
Permit No:
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 r Street, Suite 201, Glenwood Springs, CO 81601
Phone: 970-945-8212 ( Fax: 970-384-3470 / Inspection Line: 970-384-5003
c ,ti
ParcelfSchedule No: a gel - 1 0 f- 00 - 0° 4
/77
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 1N 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAI
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COLNTY AND THAT THEN AND THERE IT 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 RESPONSIBILITIES 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.
tl
Gsrfom.003 . 1 �s/ e) q THEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) %
�
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5+,0 c¢ 2Gq
Job Address: J 73 L�3 �v T 30/ o -Aa (.c'/�Q -C-c(d.
7 _ _ Co /&s o
1 Lot No: Block No: Subd.-/Exemption:
2wner:
Via -mss
Address
5AY1
Ph:
9`70 2 Sol7Iql2
Wk Ph:
3
Contractor:
OW Nt_r
Address:
Ph:
Lie. No.
4
Architect/Engineer:
Address:
Ph:
Lic. No.
5
Sq.
CL�i!'OLAM."'11
Ftpj oj�(IBB�y,a�.d.,d��in�g: ,(✓jp
''ff'"'
Sq. Ft. of Lot:
cl. R -4 [Mae
Height:
/�
No. of(Ioors:
boo
6
Use of Building: f m ` L' f `20 CO In 1 i Pry` Co° ¥, 0 r _ jL
9 \ d F-v
7
Describe Work:
,9`rl c.-: Fa An c 0-) 5192e � Io r^ t.J di -Q -Q t L,1 c � UUY\ -Sri CA 5 P
8
Class of Work: o New ❑ Alteration o Remove
Addition o Move
9
10
Garage: o Single
o Double
Carport: o Single
o Double
❑ Driveway Permit �j:.Y 1. it- ` o On -Site Sewage Disposal ❑ Site Plan
q (Septic)
11
Valuation at Work: S250o
� OOc�
Adjusted V,g1uoQs: S
`f }
12
Special Conditions:
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE
ISSUED BY THE STATE OF COLORADO.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR, IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED.
I HEREBY CERTIFY THAT 1 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
COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY
TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOC LAW REGULATING CONSTRUCTION OR THE PERFORMANCE
OFCNSTRUCT ON. /
at
Plan Check Fee:
/
4 Yo 10
Permit Fee:
7 ��
Total Fee: Dated Permit Issued:
/ / 08 . 3,
OC roup.
I)/ `2,
I'7 J
Const. Type:
-i4
Zoning:
Setbacks:
Manu. Rome: ISDS No. Si Fee:
_,�■e
OF s . ER
B t DE
APPR -1./DATE
?T. V P'` )I
APPICI
/77
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 1N 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAI
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COLNTY AND THAT THEN AND THERE IT 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 RESPONSIBILITIES 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.
tl
Gsrfom.003 . 1 �s/ e) q THEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) %
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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 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;
8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any fmal sign off by the Fire District, 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 occupancy, pse and the issuance of a
Certificate of Occupancy for the dwelling under building permit # `t (y 7
*Th
Signature
Bpcont03/2004
Date
FEE ESTIMATE
FINISHED LIVING SPACE:
UNFINISHED BASEMENT:
X 69.00 =
X 41.00 =
5
API Yob.
CRAWL SPACE: 6 eD X 9.00 = 5q6 -D
GARAGE: X MOO =
UNCOVERED PATIO/DECK: / X 12.00 =
COVERED PATIO/DECK: 301) X 24.00 = 7a uu
MISC.
MISC.
TOTAL VALUATION:
PLAN REVIEW FEE: 5f 36'. 6 y J
5
PERMIT FEE: 71. 5
TOTAL: % (a &r• 3`l
MANUFACTURED NOME SET UP FEE:
SEPTIC -- PERMIT: P I l4
PERK:
5, coo
,t)ft
SUPERIOR WALLS ®
See: BOCA RESEARCHREPORT # 98-4
Reference: BUILDERPROCEDURE BOOKLET (Enclosed)
SWAPLANT#S1S2 l JOB# DATEI/-?.
MANUFACTURERS CERTIFICATION #
MANUFACTURERS SIGNATURE
s-01, 51V- Al
INSTALLERS CERTIFICATION# j3%O'5
INSTALLATION DATE r is
INSTALLERS SIGNATURE
Superior Walls ®
NOTICE FOR EXPOSED DOW STYROFOAM*
Maximum one inch thick DOW Styrofoam ® insula-
tion may be Left uncovered on basement walls if it is
installed in a system consisting ofa concrete face shell,
with fibermesh, nominal 2" x 6" concrete studs at 2'
on center to interrupt lateral flame spread
(See BOCA ® Research Report 95 -33 )
*** ATTENTION OWNER ***
Please retain this information for future reference.
S/S # Should you have questions or concerns regarding your
This Precast Wall System has been manufactured and installed per Superior Superior Walls, contact the offices listed below.
Walls of America, Ltd Quality Control standards, latest edition.
The system is inspected by.
These walls are manufactured with built-
in darnpproofing. No additional wall
coating required.
Third Party Inspections
performed by-
Gcotccbnlcal
Engineering Group,
Inc.
SUPERIOR FOUNDATIONS
OF THE ROCKIES
1114 Sixteen ROAD
Fndta, COLORADO 81521
978-858-913*
Sr-
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 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 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.
1
7
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. NOTE: 106.3.1
(7.) 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 surveyors 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 Y pyt i u2
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 comer lot. Special
setbacks do apply.
Yes X uvt F I Le
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 X ((tti uk.
4. Does the site plan indicate the location and direction of the County or private road accessing
the property? Yes `A Cyt ti -\U'
2
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 qv!),
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 ✓
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 -*'rugs -V
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
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
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 1/
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Uniform Building Code Chapter 37?
Yes No V-
3
3
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 No VO
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 ftJA
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan? Iln
Yes No llu
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? to
Yes No l IA
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. ,n
Yes No r l l I_
21. Will this bete 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 t/
23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and
20ft. long?
Yes ,% No
24. Have you designed or had this plan designed while considering building and other
constructio code requirements?
Yes No
4
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 b/' No
29. 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
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a S47.00 re-inpsection fee?
Yes t% No
31. 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 i7 No
32. Are you aware that the Permit Application must be signed by the Owner or a written
authority be given for an Agent and that the party responsible for the project must comply
with the UnifoBuilding Code?
Yes t/ No
33. Are you aware as part of the submittal for a building permit you are required to show proof
of a driveway access permit from Garfield County Road & Bridge Department or if
applicable the State Highway Department ? If a permit is not necessary, then a letter stating
that information is required. You can contact the Garfield County Road & Bridge
Department at 625-8601 or refer to the phone book for the State Highway Departments
phone number.
n /r5C
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 time 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 ParceUSchedule 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 (Z. No
36. Do you know that the local fire di trict may require you to submit plans for their review of
fire safety issues? Yes No (please check with the
building department about this r quirement)
37. Are you aware, that if you receive your water and/or sewer from an Association, District, or
Municipality you will be required to provide the County with a copy of the Tap Permit (or
evidence of exemption) at the time of the building permit application submittal?
Yes n 13( No N/A
I hereby acknowledge that I have read, understand and answered these questions to the
best of my ability.
Signature of Own
Phone: , 3 7 9- s g (days);
3-- 3D -
Date
2575 O / % / (evenings)
Project Name: V QPckyt S_pO (A-1 oti>1 ` Q
Project Address: -36 0 eye c..3o / d(V)QC
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.
Bpminreq03/2004
6
LJ LINDAUER INC
TRUOTURAL
ENGINEER
Leland J Lindauer
Prinicpal
Jeffrey A Dunn
Principal May 10, 2004
Vem Ramsey
3343 County Road 301
Battlement Mesa, CO 81635
Subject: Floor Truss Review
Battlement Mesa, Colorado
L.J. Lindauer, Inc. Job # 04.065
Dear Mr. Ramsey,:
We performed an observation of the floor trusses and porch beams at the above mentioned
address. We have analyzed the floor trusses and porch beams in the floor and roof and have
determined that the beams are adequate to support the design loads of 40 psf snow and 40 psf
floor. However, the floor trusses will require modification due to the change in the external
bearing point. See the truss framing review plan for these modifications.
If you have any questions, please do not hesitate to call.
Sincerely,
L. J. LINDAUER, INC.
4_6.c f_ DA -"61 --
Alan J. Drews
ReBy
i��
A. Dunn
AJD/akb
802 Rood Avenue • Grand Junction, Colorado 81501
970 241.0900. 970 243 2430 FAX • www Illindauer com
Applicant
PLAN REVIEW CHECKLIST
SX--)-/ Date -0j-
Building
A1,4 Engineered Foundation
Driveway Permit
–✓Surveyed Site Plan >S61
/7•/1- Septic Permit and Setbacks
tGrade/Topography 30%
Attach Residential Plan Review List
—1(linimum Application Questionnaire
/ . ASubdivision Plat Notes
4 Fire Department Review
L/Valuation Determination/Fees
d Line Plans/Stamps/Sticker
[ Attach Conditions
Application Signed
Plan Reviewer To Sign Application
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
APP -09-04 FPOAt- --"-[i P 50.5 F-0,11
COLORADO STATE ELECTRICAL BOARD
ELECTRICAL PERMIT NUMBER: 518778
Date Pard: 06 -APR- 04 €spiras or. 05 -APR -05
VERNON
VERNON RAMSEY
3343 CR 301
RAMSEY
PARACHUTE CO 81635
Daytime Phone.
Power Supplier
910-285-0141
Xc&- Rifle
Owner Name KAMScv
VERNON RAMSFY
Address 3343 CR 301
C;ty Pdrechule
County Garfield
REMODEL RESIDENTIAL
Other Commen's
Fax 910-285-0172
vE.RNON
Inspector: 'Tv{
o.,i.re Fontsge600
cost of work
OWens
Repist anon Number
Tnm Pa.^4 N
For Inspection Cali: 970-625-5085
Fee Amt a5
Cnack Number 2408
COLORADO STATE ELECTRICAL BOARD
DEPARTMENT OF REGULATORY AGENCIES
1580 Logan Street. Denver Colorado. 80203-1941
Phone 303-894-2300
9,1105/7DULI
UCL, :Jvi,
Garfield County
Application for Driveway Parfait
Application Dole: 3/3l/2004 Pernaft Number:
Mmabatho" Doo':413(latted Cotanit' Road Pr' Jambe n 340
Dtrnia: 3 Job-t:antrencr:
Fermin: Ve:..on N. .itantley
Inspector: Joke Mall
PAGE
hereby requests permnsion and authority from the Bond of County Commissnmeta to construct a driveway approach (es}
on the right-of-way off of County Road, $0, Firm Intersection of CR 301 and CR 340 on CR 340, adjacent to
Applicant's property located on the lligjab side of toad for the purpose of obtaining access to property
Applicant submits herewith far the consideration end approval of the Board of County Commissioners, a sketch of the
proposed installation showing all the necessary specification detail Studio*:
I. Frontage of lot along road
2. Distance from c-enterline of road to property line.
9. Number of d veways e^,e>_ntcd
4 Width of prctscd driveways and angle of npprowcit.
5. Distance from driveway to road intersection. if any.
6. Size and shape of area separating drivers -aye if more than one approach.
7 Sathack distance of building(s) and other ssxtwt improvements.
S. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision
apetse.
9. Papaassble for two years from the date of completion
GeneralPro,Woge
The appiica.—n,. Iry tut alt parties in :Eases and affirms that the driveway approach (et) is to be constructed by
bin for the bona fide purpose of securing access to bis property and not for the purpose of doing business a
terrier lug vehicles an the road right of way.
2) The applicant shall furnish all labor and materials, perforce all work, and pay ala costs in connection with the
ootstrimion of the driveway(s). All work shall be completed within thirty (30) days of the permit date
3) The type of construction shall be as designated andfar approved by the Board of County Co nmtnsiona s or their
representative end all mat is used shall be of satisfactory quality and subject to inspection and approval of the
Board of County Commissioners or their representative.
4) The traveling public shall be protected during the installation with proper warwug signs and signals and the Board
of County Commissioners and their duly appointed agents and employer shall be held harmless against any actino
for personal injury Or property damage sustained by any reason of the exercise of the Penult.
5) The Applicant stall assume responsibility for the removal or clearance of snow, ice, or aka upon any portion of
the driveway approach (es) even though deposited on the driveway(s) in the course of the Conray snow removal
op snort
•
:.1/0Sr)11.1.]
5'SPR 7
ppoT, ayn npjDGE
P45E J2
6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance she!l
be- surely (raced before) the fence is cut to prevent any slacking of the remaining fence and all posts and wrrr
removed shall be Hanel over to the District Road Supervisor of the Board of County Commissioners.
r) No rvvu' rs or addinars shall be =dew the driveway(s) et its apptrtettarraev on the right-of-way without wntten
permission of the Bose; of Canny C .Sientrro
R) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County
Commissioners of Garfield County, Colorado, and the Specifications, sit forth on the attached hereof and
incorporated herein as conditions haroof
1. Driveway k4fb-40t
2. Mit of gravel porton repaired.
Special Conditions:
In signing this application and upon receiving authorization and permission to install the driveway approsch (es)
described herein the Applicant signifies that he Ss teed, uadastenda and accepts the foregoing provisions and conditions
and agrees to construct the driveway(s) in acaordaaeo with the accompanying specification plan reviewed and appnwod
by the DonCommissioners.
d of County Commissions.
\\ E)
Signed: X r i %i" "�\
Address:
on H. ktmsey
Tions Number.
Permit granted 3/31,2004 suibjoct to the prov/stews, specifications Pad enaditioaa stipulated herein_
For Board of County
//Cammissionaa' of Garfield County, Colonao:
it t i;'t hit
nepenentstjve of (_'Sofield County Road and Bridger Signature
03/26/04 08:10 $970 884 3533 TROSFAB INC
Jab
Truss
4
Truss Typ•
COMMON
-trollsb Inc , NEW CASTLE CO. 81647
409 5.74
as.* a.7..
Ory 1Ply
Ij 002
811703032
15
I !WINKS)
4.201 581 s Oct 17 2002 Mask Induslrws Inc Thu Mar 25 09 53-49 2004 Page 1
3.4
F
Dr r..•
N4
30.0
674
1
Sale =140
3410 =
5-74
O
15s4 II
N
=
M L
344 =
4*10 =
t14 -1l .544 1014
Pieta Ottani IK.yI
674
7�Osi.0-1-01
air
308 =
24-417
J
15s4 II
3ca
Na
u4
aM
LOADING 1pet)
TCU. a6 0
TCDL 10.0
SQL 0.0
ICON 10.0
SPACING 2 0-0
Pieties Increase 1 00
lumber Ircrcese 1 00
Rep Stress Ira YES
Cede UBC/ANSIO6
CSI OE1). m dos/ 1/dell
TC 0.94 v.rtILL1 -0.12 0 a999
BC 0.39 venal) El. 15 0 0949
WB 0.118 HaraITLI 0.03 K nisi
le LC LL Mn I/def - 240
PLATES
M1120
Welgln. 107 Ib
116.91123
LUMINA
TDP CHOW 2 Y d SPF -S 2100F 1 OE
DOT CHORD 2 X 4 SPF•S 2100E 1.8E
WEDS 2 X 4 WW Stud 'Except'
G -M 2 4 SPF -5 2100F 1 SE
REACTIONS
BRACING
TOP CHORD Sheenwd M 4-2-3.a purlins
BOT CHOW Rind ceiling camel& 11091144 sir 600 et bracing
WEBS 1 Rew sl brh®t D -M
Pbfut ) I-316/036, B-1330/0-5-8, K-244310-5-6
Mae HON B= 1341load can 61
Max Uplift 1--22110aad can 51, 14=-2701bed case 7). K =-67900ad cam 71
Max Gray la 6BBlload case 31. e-171111014 case 22 K-24438.14 ca.• 1)
FORCES BW • fleas laid Cosa 13Ny
TOP CHORD A -8-3S, B -C--2194, C-17 =4264, D -E=-369, E -F=•369. F-6=.169 G•14= 1052 14-1=95
BOT CHORD 6-0=2069. N-0=2069. M -N=1218. L -M=-990. K -i-.899. J -x4.90, al 0.90
WEBS GO.102, GN. -915. Dai -431. D -M=-1089, F.M-•273. G.Me1883. G•K 4.1990.
H -k =-977, H -J=102
NOTES
1) T/vs num has been desgwd for ID. wiM beat y=wreled by BS mph ..inch et 25 h above ground level.
using 6.0 psi lop chord dead Mid and 5.0 ped bett.m cherd dead load. 700 mi from hurricane eceav*le. on
en .ccupeMy clangors 1, condition [enclosed budding. of &WIOW 100 h 6f 100 h with .xpo.we C
ASCE 7-93 per UBC/AN5195 11 end verticals or cambialt nut. they are txposd Io robed- If parnhe. eater
, the right a exposed end fns ler n not reposed. The lambs. DOL mamas* b 1.33. and she play. pry
else... is 1 33
21 Dt,4A lead Is based en 46.0 pot Wawa roof .now rood
31 Unbalanced enure loads have been considered for Ines design NBC section 1638.22
4) Overbore has been design For 2.00 teras Ire bad • dead load
51 Nos Ir16. has bean d.a gned tar • 10 0 pal bosom clad hs toed n•ItewrcwrsM aka em. a01er Me Wade
per Teti* Ne 1648, UBC -94.
6) This Inks hos boon designed vetch ANSI/TF1 1-1995 aewia.
LOAD CASE'S/ Standard
A WARNING . V nfy derlgn pflromcr4rl and ROAD NOTES ON THIS AND REVERSE SIDE BEFORE USE
•XIP veld Oa w Otey .IN Mort mm.ant. TNI. 1+y, a bare alta wen P•••••••••• M 7. .W Y lar w Mleua
b SS1 ren.ey,4 te 6. lwwlue eM Ye4.d -.wow* 400•••••1 d d.YP. Pleour.,a ane owe trowpelne W
aalpgaA a 1rosoonarour el eatery designer - net our. 0.54un- Brow. dean lo roe vowel .wyun.l nonose l
eta swan 4a/OeaI Impanel' bl WAS W Nu,. sea14N 4oMp can aorto, Is era reeMneaQt 11114 MOW
mage) aer.eml bracing 01 Me Men,) lwy9ar441M roapMWtIM e14 ...10041de11411.. Par•ward Jylpe,ce
,.ee0ae I.elaalle., 4a.lry amlwl, Moran. sine n. W.W11b. am mama onus Oita Onwnrp 9Me.rd. NA.
111•.ted• ebwaadw,, one 416-41 Mo•AI•e WW11140011 eon 40.1,4 Ra.M.w.----.. eva.1014 mm, Wow
Phu IMI.ML, w 7rbn.Me .m., Nall..,. wi nr.
V/1 'd-96g1'0N
M M
Malek k3iuslnes, ILK.
SBI )SHUN) H(11W WduI:S -4007. 11 12w
pop 1 fnxs MISS type
17S A -GAB DROP Gab 2X4
Trustee L,e NEW CASTLE. CO. 81647
11.D0
RI1707633
7
1
1o�ngWl
4 201 SR1 f Oct 17 2002 M.Tct IMuatnu flu MN 26 09:63:60 200► Pap. 1
16p4
lou
we
1544
504 = 1A90
Roa
Wadi
J
LOADING Wel
TCLL 45.0
TCDL 10.0
gal 00
BOOL 10.0
SPACING 4-0.0
Mata Inn.aae 100
Lumber haps. 1.00
Rep Stress Inc. No
Code U9C/AN5195
CSI
Tc 0.18
BC 0in
WB 0.29
Maui.)
()EFL in Mock I/dNl MATES
Venal/ et. - n/a MI120
V.rt(TL? n/a . n/a
HonfTLI 000 O n/a
1.t LC LL Mm lined = 240 Weight: 97 ID
GRIP
1891123
LUMBER
TOP CHORD 2 X a SPF -5 2 tQOF 1.8E
BOT CHORD 2 X 4 SPF -S 2100E 1 BE
OTHERS 2 X d WW Stud
BRACING
TOP CHORD
BOT CHORD
Sheathed a 6&7.0 ec purling
Maid ceiling directly MAIM w 10-00 se breag.
IEACTONS IIb/sini di =139/3400, 0.239/30 -DO, V r 19/300-0, W..479/3000, X x522/30-00,
Y=520/3040. Z=518/30-0.0. AA =527/3000. A8=&92(90-0-0, AC=620/3440.
U=609110.40, T-623130.40. S-518130-0-0 R•527/3030. D=492/300-0,
P=62000.0.0
Max Siert A 0•172110&8 ease 51
Max Uplift A=-2014ed caro 51. Do-611oed cow 71. X =•668oM caw 4- Y. -Mage•& we 71.
2 =•931loed cele 61. AA=-968oe0 cele 7), A5 =-691I0M este 61. AC --11211oa0 car
th. Ur -931464 two 5),To-975oad vase 7l. Se-9lgoed tilde 51 Rn•SSSOWcsse b.
0= •SSIload nae 5) P=-11211004 cue S)
ram 6r1V A.27314.d case 21. 0.27714ed case 31. 4=3814ed ene 44, We 67111ciad case II.
X x 63416&4 car 21. T r6088Pad ease 2), Z. 0O8l1oad ease 21. AA.818144 cage
21 AB=67711od cane 21. AC=72811..d cane 21, U=&216o10 case 3). T.61 Hbsd
case 31. 5=607144 case 31. R=618144 can 31. 0.577f1pad case 3), P.72614a0
caw 31
FORCES IID) . Pen Load Case Only
TDPCHORD AE% -112. B -C=-118. C.D=-113. D -E=-114. E -F=-114. F -G=-114, G -H=-114, H-1=-114.
1•J=-114,1-106•114, K -t -114, L•M•-113, h4N•-118, M-Ow•1t2
BOT CHID A-AC=42 AB-AC=42, AA -AB =42. Z-AA=42, `1•Z =42 LT =42. W -X=42, V -W=42,
V -V.42, T V-42. 5-T-42, 85-42. 0•R-42, PO -42. 0.P-42
WEBS H.W=.411.0•X=•440, F•Y &.640 E4=�79, D•4A=443 C•Ale435. SAC .•434.
I•U x-440. J -T..440, X.5,4-439 L•R••443 M•0.-425. N.Px11s4
N 01ES
1) 1h0 Ruil has bccn designed for the wmd bads generated by 85 mph winds at 25 fl above ground lead.
semg 5 0 pal top chord deed toad and S 0 psf Xnom chord deed 44. 100 mi from hwncene ocennUne. the
in occupancy category I, can4Rbll 1 enclosed bal4lllp. et QdMnelpe< 100 fl by 100 R -min depuerms C
ASCE 7-93 VW UBC/AN596 8 end verticals or cantilevers 041. they are exposed to wend. R Wyche' emit
. titre rt net exposed to wind. Th. number DOL ..crow . 1 33, red Wm plata grip ..wean 4 1.33
21 Tnwe deemed for wind loads it the plane of the miss only Fat studs exposed ler wind Mendel to the
two). eve MITaa 'Standard Gable End Deus'
3) 419 pietas we 1 5x4 111120 unless otherwise In*lcRad.
43 Galva r.epr....Maur.. Sawn .herd bearing.
on page 2
WARNING . Verrfy Oe/rem yn.4mrlrrf and READ NOTES ON THIS ANO REVERSE SIDE BEFORE USE
O r44•`•44I 1.. wetennninedd11* e.40 u eased ..Jv U 11 PrWMIen ripe. and n M In
mama l9 r e....nt Iu a. carp.♦ wads" ..rw-,IIx. agnwalry of 1.dn p.r.A4Ll. Inc Pian. inevpeeb,1 M
savor "-• r rwetapltq W orrice &&earns, - n.4 IW.r dearer &bone erre 11101 Maw .,Mer A IdO+le'rl
+1 e..r. only ,.110.1 or.ry Wecll,p w ran agpille during er.eNlon • ata Nn.NA,aIT at 111 al.tLr r
adee.Ml }rmMrm Praana .4131 W OFUCIart r_ d1. ,...n.aa,ly w the building a.eq,. Fw prwel IPS"
reposed gimp 0n.
MD e, stogy. este, seowings
a e. l 101& 4.+01 1111wdera,111111
ala
.e Wean t1.a.41ser,, M Malt Nee.4a IR.Yeadon Me erns s R.ca....M.11e tradable lin 1111*
Flew lnWa., tel D'Omdfe Oma 1411...., WI 11710 Rblat IRd,MbV'a rte.
7/E d '9691 3N S3;81S10I )13114
wdlI
S -9(!N 'S7
,2w
Weli, 4 de Rakes,
1 Hd Sixteen Road • Fmilc, CO • 81541
Phone: (888)85&WNLLa�WO 058-W30
Fax: (970)8560688
1114 Sixteen Road Fruita, CO • 81521
858 -WALL or (970) 858-9030
858-0696
Thank you for your interest in Superior Foundations of the Rockie's
insulated wall system. Enclosed you will find information regarding our precast
insulated walls. Please read through this information and fel free to call us with
any questions.
Since introduction of the wall system in 1981, over 30,000 foundations have
been installed nationwide. Precast technology was then, and still remains, the
most innovative and effective method of constructing a warm, dry, extra -strength
foundation or above ground structure. A Superior Walls system provides the
very best in living comfort and in many cases, the cost is actually Tess than
traditional building methods.
THE SYSTEM
The wall system incorporates custom wall panels that are bolted and
caulked together at the site. The walls consist of steel -reinforced concrete studs,
1" rigid Dow insulation, a continuous reinforced top and bottom bond beam (sill
plate and footer) along with a concrete facing approximately 2" thick. The bond
beams and concrete facing are cast in one continuous pour attached to the
studs. The top beam has precast holes to allow easy installation of the sill plate.
ADVANTAGES
1. Dry and Comfortable
A high density concrete mix design of 5,000 psi and a 1" Dow board
guarantee a Superior Walls basement to be a warm, dry and comfortable
living area. It is not necessary to apply any waterproofing to the outside of
our wall system.
2. Energy Efficient
Superior Walls have R-5 insulation manufactured directly into the walls. An
additional insulation value of R-19 can be installed between the concrete
studs. The combination provides an R-24 energy rating with out the loss of
interior space. A warm, dry and energy efficient basement will add higher
resale value to your home.
3. Ease of Interior Finish
Because precast holes have been added in each concrete stud, wiring and
small diameter plumbing can easily be installed. Additional insulation can be
added between the studs. An interior finish, such as Sheetrock or paneling,
can then be attached to the treated wood Furring strip on the concreb stud.
4. Speed of Installation
Under normal conditions an average -size rectangular foundation can be
installed in half a day when the site is properly prepared.
Administrative Offices: 25 Allegheny Square, Glassport, PA 15045-1649
Phone: (412) 664-7788 Fax: (412) 664-7717
r
1
5. Strength
An inherent weakness of both concrete block and poured walls is their
relatively low tensile strengths (the ability to resist lateral forces from the
outside of the wall). The Superior Walls system includes vertical reinforcing
rod in each stud that imparts tremendous tensile strength to the entire
structure. Once the floor is poured and the deck is secured to the wall, the
system is complete and ready for backfilling.
6. Surprisingly Affordable
After investigating all your options, you will find that the added benefits of our
wall system can be yours at a very affordable and competitive price.
7. Custom Manufactured For Total Flexibility
Each Superior Wall is individually manufactured to your design guidelines and
blueprint specifications. - A trained designer completes the initial shop
drawings, and then sends them to the Builder or Architect for final approval
and authorization to bu-ild the wall. Only after every detail is approved, does
the order move into manufacturing for construction of the wall.
Please call us at 1-888-858-9255 in Fruita. We will be glad to answer any
questions you may have. We can also make arrangements to visit your new
home site, or have you visit us at the plant, where we can look over your plans
and give you a quote. We will be looking forward to hearing from you in the near
future.
Regards,
Cody Powell
Sales Manager
No.
Assessor's Parcel No
ay07- /O/ -O6 -goy
Date6'//G/0t%
�w�{ r ( BUILDING d ERMIT CARD
Job Addc ss 3U L{ 3 Q Fc 36 t / A 8'/
1/4-4-10-45 Address33g3 Cr230/ Pkone # Rs— b/2/
3 5Vig
344-Sz$/
Owner
Contractor
Address 2 wl alogU1/4-- Phone #
Setbacks: Front Rear RH
"l ` "' °E•e✓1 f& INSPECTIONS
Soils Test
Footing
Foundation
Grout
Underground Pluming
Rough Plumbing
Framing 9.-l(P-O
Insulation 3-I.a9t
Roofing ,a���
Drywall
0
Gas Piping g' ct
NOTES
LH Zoning
Weatherproofing
Mechanical
Electrical Rough (State) ff-/Z -0 ( C
Electrical in State) D--t-aq
Final kShecklist Completed/
Certificate Occupancy #
Date
Septic System # ?JP
Date
Final
Other
(continue on back)
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
%%GARFIELD COUNTY, COLORADO
Date Issued(el 1 th(0� Zoned Area Permit No Cj I Li 1
tt 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 IMMEDIATE Y BECOME NULL ANDAA VOID.
t COW ! . Ctt4'10
o
Use
Address LegallDesecription
Owner i�.-A`)el + eei 64
Setbacks Front
ntractor
e
Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing #4,P f�1f�aI/�
Foundation e 1
Underground Plumbing
Insulation tc- 1g -O Qyv\
Rough Plumbing $.1b.0I jv
Drywall ! -a .•0
C 1 t iti1er fia�11
Electric Final (by State Inspector)// -g-0 0 I
Gas Piping . _ , ... siiV
Final /- '_p Art
Electric Rough (By State Inspeetor)K- f: `
Septic Final 944�,
Framing 5 I b -p /yam
(To include Roof in place and Windows
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BE: ORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT 1S NOT TRANSFERABLE
Phone 384-5003 109 11th Streei County Courthouse Glenwood Springs, Colorado.
APPVEDDO 14:9T DESTROY THIS CARD
Date CoISI i cs(2711��'_ S EC
1 PLACED OUTSIDE - C R WITH CLEAR PLASTIC