HomeMy WebLinkAboutApplication-PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office:970·945·8212 Fax: 970·384-3470
Inspection Line: 970-384-5003
Building Permit No.
Parcel No: 2407-112-00-007
" ~ -~
Locality: Morrisania Mesa Ranch Tract 4BA
--~~--"-"--
3656 CR 301 Parachute
Use of Building: Garage ____________ _
Owner:
Contractor: All American LLC
Fees: Plan Check: $ 627.74 Septic:
--"'----~~
Bldg Permit: 965.75 Other Fees: ___ , _______ ,
Total Fees: __ $ ----1,593.4~"-
Clerk: ~~---··· Date: ll\13j_ffi_ I
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8• Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003
www.garfield~county.com
Autboritv. This application for a Building Permit must be signed by the or an authori7..ed agent. If the si&>nature below is not that of !he Owner, a separate
letter ofauthority, signed by the Owner, must be provided with this Application.
Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department.
Otber Permits Muhiple separate permits may be required: (1) State Electrical Permit, (2) County ISDS Pennit, (3) anotller permit required for use on the property identified above, e.g. State or
Com1ty Highway/ Road Access or a State Wastewater Discharge Permit.
Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180
days after commencement.
CERTIFICATION
I hereby certify that I have read this Application and that the infoonation contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans
and specifications and other data submitted by me or on my behalf(submittals), based upon my certification as to accuracy.
Assuming completeness of the submittals and approval of this Application, a Building Pennit will be issued granting pennission to me, as Owner, to constn1ct the structure(s) and facilities detaile\1 on
the submittals reviewed by the Building Department.
In consideration of the issuance of the Building Pennit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building
Code, JSDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Penn it may be suspended or revoked, upon notice from the County, if the location,
construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law.
I hereby grant pennission to the Building Department to enter the prOperty, described above, to inspect the work. 1 further acknowledge that the issuance of the Building Pennit does not prevent the
Building Official from: (I) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use oftlle structure(s) or facility(ies) if such is in violation
of County Regulation(s) or any other applicable law.
Review ofthis ApPlication, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions
or discrepanc~·,~,,~· ~;;~~~~~: I acknowledge that responsibility for compliance with federal, state and local laws mld County Regulations rest with me and my authorized agents, including without
limitation engineer and/ or builder.
TI-JAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE:
STAFF USE ONLY
Special Conditions:
Adjusted Valuation: Manu home Fee: Mise Fees:
qJ? qlo% <JT>
ISDS No & Issued Date: ISDS'Fee: Total Fees:
/)9?;. 49
Fees Paid:
0a1. '~
Balance Due: B.f..lSa & Issue Date:
Cf1 ~-7;§ !IOOI&'q 101 131°~
Setbacks: OCCGroup: ConstType: Zoning:
,.-.. ~
p
1--...;j
APPRoVAL DATE
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 and posted at the
structure and where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent
kitchen floor covering, 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, hot and cold running
water, non-absorbent floors, walls finished, and privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
RYHBO" KIJKP uWl'lHFRnWF\MJWall IBC and IRC requirements including guardrails.
6) Outside grading completed so that water slopes away from the building;
7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of
extenuating circumstances., i.e. weather. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
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 (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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, use and the issuance of a
C.O. for the building identified in the Building Permit.
~g(wN':&:~?~
Bapplicationdecember2007
VALUATION FEE DETERMINATION
Applicant
Address
Date
"B:,;e:;:as~le:;,y'--:-=--::-:c:-::---:--:-----Subdivision
3656 County Rd. 301 Parachute Lot/Block ""6~.1:::0~.0::::8====C!....!===----Contractor
Finished (Livable Area):
Main
U~per
Lower
Other
Total
Basement:
Unfinished
Square Feet
Valuation
Conversion of Unfinished to Finished
Total Valuation
Garage:
Valuation
Crawl Space
Valuation
Decks/ Patios
Valuation
Covered
Open
Type of Construction:
Occupancy:
Valuation
Total Valuation
sf
sf
sf
sf X $74.68
0 sf
sf X $41.00
sf X $33.68
3200 sf X $29.99
Commercial
sf X $9.00
sf X $24.00
sf X $12.00
sf X
sf X
sf X
sf X
sf X
sf X
Morriania Mesa
Tract48A
0.00
0.00
95,968.00
0.00
0.00
0.00
95,968.00
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.
TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE
SUBMITTED FOR ALL APPLICATIONS.
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 18"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 finish 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 fmal plat with the proposed structure located
within the envelope.
Yes Y
I
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 Zouing Resolution if the
property you are applying for a building permit on is located on a comer lot. Special setbacks do
apply. ('
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
properties),. streams or water courses?
Yes fJI&f\;
I
4. Does the site plan indicate the location and direction of the County or private road accessing the
property?
Yes )C
I
2
5. Are you aware that prior to submittal of a building permit application you are required to show proof
of a legal and adequate access to the site? This may include (but is not limited to) proof of your
right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept.
of Highway Permit, including a Notice to Proceed; a permit from the federal govermnent or any
combination. You can contact the Road & Bridge Department at 625-8601. See phone book for
other agep-cies
Yes_.!_r;J ___ _
6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel
in accor~e with the IRC or per stamped engineered design?
Yes ____ _
7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the
clearances required between wood and earth? .
Yes No j<? ;If /1.-
8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and
soffits?j>C. )
Yes (,-No ____ _
9. 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? /0
Yes _____ _
I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
constmption 7
Yes _ __E__L_,__ ___ _
11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof ra~s or joists or trusses?
Yes _____ _
12. Does the building section drawing or other detail include the method of positive connection of all
columns an(!J?eams?
Yes __ _:_/"' ____ _
13. 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 )o
14. Does the plan include any stove or zero clearance frreplace planned for installation including make
and model and Colorado Phase II certifications or phase II EPA certification?
Yes No __ ><J ____ _
3
15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the IRC? )G Yes _____ No ______ _
16. Does the plan include a window schedule or other verification that egress/rescue windows from
sleeping rooms and/o~s1Jil~ts ~p-ly with the requirements of the IRC?
Yes . t{"r-r _
17. Does the plan include a window schedule or other verification that windows provide natural light and
ventilation for all habitable rooms?
Yes ;V/A-('<2
~
18. 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 )0 No I -------------
19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on
~=tan? /{J;P . ~
20. Do you understand that if you are building on a parcel ofland created by the exemption process or the
subdivisi~~rocess, are building plans in compliance with all plat notes and/or covenants?
Y es_-1-l::::----=---
21. Do you understand that if you belong to a Homeowners Association (HOA), 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 be accepted without
it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in
revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans
have been reviewed by the Building Department prior to any action by the HOA that requires either
revocation or substantial modification of the plans.
Yes )0
22. Will this be the only residential st~-c eon the parcel? j +.
Yes /X, No ·· "-If no-Explain: Gc...v-c....(} e,., {A.; ;
23. Have two (2~mplete sets of construction drawings been submitted with the application?
Yes ;
24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long?
Yes X'
4
25. Have you designed or had this plan designed while considering building and other construction code
require~ts?
Yes ·
26. Do your plans comply with all zoning rules and regulations in the County related to your properties
zone distJ:~SF
Yes _ _,,L_L-___ _
27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfield County Building Department?
Yes )o
'
28. Do you understand that approval for design and/or construction changes are required prior to the
appli~ of these changes?
Yes ~
29. 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 L9.1pact" or "Septic System" fees required, at the time you pick up your building permit?
Yes'--f.L ___ _
30. Are you aware that you must call 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 3:30p.m. Monday through Friday. Inspections are to be called in
to384~3.
Yes No __________ __
31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 re-inspection fee?
Yes )o
32. Are you aware that you are required to call for all inspections required under the IRC including
approval on a fmal inspection prior to receiving a Certificate of Occupancy and occupancy of the
building)c
Yes __________ _
33. Are you aware that the Permit Application must be signed by the Owner or a written authority being
given for ~f>.gent and that the party responsible for the project must comply with the IRC?
Yes __ _£.L ______ _
5
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~spection.
Yes __ _c:c_ ____ _
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 p~ application? Your attention in this is appreciated.
Yes ··
36. Do you know that the local frre district may require you to submit plans for their review of fire safety
issues? \_,.,
Yes /-(please check with the building department about this requirement)
37. Do you understand that if you are planning on doing any excavating or grading to the property prior
to issua~~ of a building permit that you will be required to obtain a grading permit?
Yes _L_/_-__
38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees
have to be paid and the connections inspected by the service provider prior to the issuance of a
Certifi<?.a a~. e <of Occupancy?
Yes _'>Pee_ __ _
I hereby acknowledge that I have read, understand and answered these questions to the best of
my ability.
Ph~lDU!-7Lf/£ 7 (days);
Zlf5·-739C., en t) -'Zt!!t-(evenings)
:::=:::.'"""""'-!~~.~~r~-~ -'-Z"""'-"':::"-'---':-'---,/1;_72P---""J(_"-=. · --'-:So~''_,__/ __
6
Notes:
If any required information is missing 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 he 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.
BpminreqDec2007
7
P.O. Box 396
Chowchilla, California 93610
Office (559) 665-9200
Fax (559) 665-0879
Toll-Free (800) 574-9484
METALBUILDINGFOUNDATIONS.com
Foundation Design Calculation Package
This Design Calculations Package has been prepared using the latest applicable codes and standards and the
latest developments in engineering practices. A design engineer prepared the calculations and a building
specialist checked the detailing and drafting.
Computer programs, verified by Salsa Steel Corp. have been used where applicable to determine structural
requirements. The output of these programs have been incorporated in this package together with explanation
text where necessary.
Please use this calculations package in conjuction with the drawings provided. This design calculation package
may be submitted along with the plans for the plan review/permit process.
For any questions regarding this package please do not hesitate to contact our office. Salsa keeps records for
reference on design calculations for each building/foundation designed as a part of the Salsa Total Quality
System.
Project Name: Chris Beasley
Project Address: 3656 County Road 301
Parachute, CO 81635
End Use Of Building: Storage
Building Dimensions:
Building Type: Single Slope
Responsible Party:
Builder Information:
40 'Width
80' Length
14.5 ' Height
zooa
Project Control Number SHEET
lllilllllllllll illllllllll!ll !Ill IIIII II! Ill
Project Name: ...;C;.;h...;r...;is;..;;;B.;;.ea.;;.s;.;le.;;.y._ ____________ *_' _s_-_o _3_2_1 _6_*_,
Codes.an~· Lqads
Governing Code:
Seismic Design Category:
De~ign Stresses
Wind Pressure:
Closed/Open:
Exposure:
Soil Profile:
Snow Load: (Pg =)
Frost Depth:
Soil Pressure:
Concrete:
Reinforcement:
Concrete Masonry Units:
Misc. Steel:
Welds:
i!"tfriilci~JiRii'"% · ,,;;.;;;;;;;;.
Slab Thickness:
DesignSpecifications
IBC 2003
c
90 mph 3 second gust
Closed
B
Sd
40
36"
1 ,000 psf-Vertical
1 50 psf-Lateral
2,500 psi
A-61 5 Grade 40 #4 bars and smaller
Grade 60 #5 bars and larger
A-185 Welded Wire Reinforcement
F'm = 1,500 psi (Prism Test Record)
F'y = 36 ksi
E-70 Electrodes 21 kli
4"
Slab Reinforcement Type: Welded Wire Reinforcement
Slab Reinforcement Size: W1 .4
Reinforcement Spacing:
Perimeter Footer Type:
Concrete Mix
Portland Cement:
Water:
Fine Aggregate:
Coarse Aggregate:
Maximum Slump:
~1\19t~s
6 " on center each way
Load Bearing 12"x12"
5 Sack Mix
0.58 Water/Cement Ratio
Well Graded
3/4 "
4"
1. All bearing footings shall extend a minimum of 12" into native soil
2. Allowable soil bearing capacity shall be computed with 20% increase for each additional foot of depth,
unless noted otherwise
3. 1/3 increase for short term loadings
4. All footings shall be centered below columns, unless noted otherwise.
Project Control Number SHEET
lllill !IIi 1111111111111111111 illl~11111 2
Project Name: Chris Beasle * s s -0 3 2 1 6 * 13
{1) #5 Hairpin x 20'
Typ. Of4
Sea Hairpin Detail
A
1\
B
Building Layout
A
)\ c 4" Concrete Slab
wf6" x 6" W1.4xW1 .4 WWR
of 4" Crushed Base Or
of 2" Sand Well Compacted
of10 mil Vapor Barrier)
Project Control Number SHEET
lllllllllllillllllllllllllillllllllllllll~llll
Project Name: ..;;C,;,;;hr..;;is..;;B,;.;ea;;;.;sl,;;,ley ______ *_s_s_-_o _3 _2 1_6_*__,
SlabCalculator
·!:ln!l!;~I'sJ~b:.,'~li§\.fm!'i~~.9~~r!'i:~t~H~.t\'!:t.Brgi'fu~i3'''·,~;:~[2'.r
Slab Thickness= 4.00 "
We= 150 pcf
f 6 = 2,500 psi
f,= 1.6 * ../2500 * (4/3)
Sm= 12"(4")A2/2
Ms= 50L A2/2* 12
t= M L = ../1 06.4(32)/300
s
Type: Welded Wire Reinforcement
Size: W1.4
Spacing: 6 " o.c.
Depth Of Reinforcement: 2 " (Mid Depth of Slab)
Areinf per foot = 0.014/0.5
As= M
ad
= 0.03= 50L 2
2500
1.44(4/3)(2")
= t =0.03(1.44)(1.33)(2")
50
.". L= .j50(0.028)(1.44)(1.33)(2")
=
=
=
=
=
=
106.4 psi
32 in 3
300 in-lbs.
3.37 l.f.
Diameter Area
0.1350 0.0140
0.028 in 2 /l.f.
2.40 l.f.
3.37 l.f. + 2.4 l.f. = 5.77 linear feet of slab will
lift off before it breaks
Project Control Number
1111111111111111111111111~111111111111111111
Project Name: ..;;C;;;h;.;ri;;;.s .:;B;;;ea;.;;s.;.;le;..:.y ________ *_'_'_-_o_3 _z _, _6_•_,
SHEET
eFootingOPTIMIZER™
A
Column Type Rigid Frame
Quantity 3
Frame Reactions
Pv=
Pu=
Ph=
Bracing Reactions
Pv=
Pu=
Check Footing Size
Allowable Soil Bearing=
Soil Friction=
WI of Footing =
Wt of Slab=
Soil Friction =
Check Bearing Capacity
24.10 K}
5.50 K
11.80 K
Max Loads From Cales
0.00 K
0.00 K
5.75 'long x
Does Not Govern
Does Not Govern
3.00 'wide
q= [1000[1.2)"3-1]]
11 = 1440 I (5.75 * 3)
150 (5.75) (3) (3)
(1 03) (50)
[(2) * (5.75) + (2) * (3)] * (3-1 ) * 83
24.10
Actual Soil Bearing= qact = --:-(5::-_::75::,):..:x-=c-::(3:-:-)--
Check Reinforcement
Pmlnlong= 0.002 PmlnHorlr 0.002
Longitudinal A5 = 0.002 * (69) * (36)=
Horizontal A5 = 0.002 * (36) * (36)=
X
=
=
=
=
=
=
Design Criteria
Use Footing Yes
Use Slab Yes
Allowable Increase For Width No
Allowable Increase For Depth Yes
Use Friction Yes
Is Footing Square No
3.00 ft. deep
1,440 p.s.f.
83 p.s.f.
7,763 #
5,150 #
2,922 #
15,834 >
1,397 <
5,500 OK
1,440 OK
Req. As
4.968 <
2.592 <
Total As
5.522 OK
3.068 OK
Use 5'-9" long x 3'-0" wide x 3'-0" ft. deep
Concrete Footing, With (9) #5 bars longitudinal
top and bottom along with (5) #5 horizontal bars
top and bottom.
...No Warnings!
Project Control Number SHEET
1111111111111! 1111! 111111!11 !11111111 ~1111 5
Project Name: _c_h_r'..;.ls_B_e_a_s..;.le-"y------*-S_s_-_o_3_z _,_6_* _ _, 13
;~,u~~~~m!1~~~J~~J~~~l;!~il'pii:J•,·, ·'·••i•••:••····~g•)
ph= 11.80 K
Force Each Side Of Pin
11.80 F = _....:..:..:.=.._ =
2(0.866)
Size Hairpin
As = _.,..;6::,:.8:::.,1':-:----
24(4/3)
=
Footing
A
6.81 k
0.2129 in. 2
\ ,.. I
\ I
g' ... gu v
Use (1) #5 Rebar x 20' Long Hairpin
Project Control Number
11111111111111111111111111111111~
SHEET
6
Project Name: ..;;C.;.;hr;.;;is;..;B;.;e..;;a,;,;sle.;.:y:..... _______ s _s _-_o_3_z_1_6 _ __, 13
Dead Load 1.71 Kips
PH 5.56 Kips
Eave Height 14.5 feet
Depth of Footin• 2.50 feet
Length
Width
Moment
Eave Height
Mo
Item
Dead Load
Footing
F.S.
14.00 feet
3.25 feet
71.32 It-kips
12.82734 feet
85.22 It-kips
Weight
1.71
17.0625
18.7725
131.4075
85.22
A 45.5 s.l.
Sx 106.1667 cu. ft.
Resultant 2.46 '
Eccentricity 3.14'
s = 1.76
Arm Mr
7.00 11.97
7.00 119.4375
131.4075
1.54 > 1.5
PIA= 0.4126 PelS = 0.5552
PIA+ PelS= 0.9677
PIA-PelS= -0.1426
OK
Use 3'-3" Wide x 14'-0" Long x 2'-6" Deep Concrete Footing
With (4) #5 Longitudinal Bars Top & Bottom
With (17) #5 Cross Ties Top & Bottom
Project Name: Chris Beasley
Sheet
SS-03216 ii3/13
eFootingOPTIMIZER™
c
Column Type Endwell Column
Quantity 4
Frame Reactions
Pv=
Pu=
Ph=
Bracing Reactions
Pv=
Pu=
Check Footing Size
Allowable Soil Bearing=
Soil Friction=
Wt of Footing =
Wt of Slab=
Soil Friction =
Check Bearing Capacity
8.40K}
2.30 K Max Loads From Cales
0.00 K
0.00 K Does Not Govern
0.00 K Does Not Govern
3.00 'long X 2.00 'wide
q = [ 1000 [ 1.2) "3-1))
J.1. = 1440 I (3 * 3)
150 (3) (2) (3)
(75) (50)
[(2). (3) + (2). (2)]' (3-1 ) • 160
Actual Soil Bearing= Qact = --.,.,(3:;.~:..;·:.::~2:-:)--
Check Reinforcement
P mtn Long= 0.002 P mtn Hortz= 0.002
Longitudinal As= 0.002 • (36) • (36)=
Horizontal As= 0.002 • (24) • (36)=
X
=
=
=
Design Criteria
Use Footing Yes
Use Slab Yes
Allowable Increase For Width No
Allowable Increase For Depth Yes
Use Friction Yes
Is Footina Square No
3.00 ft. deep
1 ,440 p.s.f.
160 p.s.f.
2,700 #
3,750 #
3,200 #
9,650 > 2,300 OK
1,400 < 1,440 OK
Req. As
2.592
1.728
Total As
< 3.068 OK
< 1.841 OK
Use 3'-0" long x 2'-0" wide x 3'-0" ft. deep
Concrete Footing, With (5) #5 bars longitudinal
top and bottom along with (3) #5 horizontal bars
top and bottom.
...No Warnings!
Project Control Number
1111111111111! 11111111111 ~1111111111111~11111
SHEET
7
Project Name: ..;C;;:h,::.r;::is;.:B;:;e:::a:::s;.:;le;,l;y ______ *_s _s_-_o_3 _z_1_6_• _ _, 13
eFootingOPTIMIZER™
D
Column Type Corner Column
Quantity 0
Frame Reactions
Pv=
Pu=
Ph=
Bracing Reactions
Pv=
Pu=
Check Footing Size
Allowable Soil Bearing=
Soil Friction=
Wt of Footing =
Wt of Slab=
Soil Friction =
Check Bearing Capacity
Actual Soil Bearing=
2.5QK}
0.70 K Max Loads From Cales
0.00 K
Q.QQ K Does Not Govern
Q.QQ K Does Not Govern
1.33 'long X 1.33 'wide
q= [ 1000 [ 1.2) "3-1 ]]
J.l= 1440 I (1.33' 3)
150 (1.33) (1.33) (3)
(36) (50)
[(2). (1.33) + (2). (1.33)]. (3-1 ) • 361
2.50
Qact (1.33) X (1.33)
X
=
=
=
=
=
=
Design Criteria
Use Footing Yes
Use Slab Yes
Allowable Increase For Width No
Allowable Increase For Depth Yes
Use Friction Yes
Is Footing Square Yes
3.00 ft. deep
1,440 p.s.f.
361 p.s.f.
796 #
1,800 #
3,840 #
6,436 >
1,413 <
700 OK
1,440 OK
Use 1'-4" long x 1'-4" wide x 3'-0" ft. deep
Concrete Footing, With (3) #4 Longitudinal
Rebar Thru Footing
••• No Warnings!
Project Control Number
11111111111111 ~ 1111! 11111111111111111 ~1111
SHEET
9
Project Name: ..;C..;h..;ri..;s..;B..;e..;a..;sl..;e.:.y ______ *_' _s_-_o_3_2_1_6_* _ _, 13
AnchorBoltSizer
Check Anchor Bolt Elllbe!ldment
Anchor Bolt Design -Strength Design Method
For Anchors Closer Than 2x Their Embeddment Depth
loads
Loads are in Kips DL
LL
WL
Seismic
Anchor Bolt Group Capacities
Anchor Bolt Diameter
Anchor Bolt Area
Anchor Bolt Gauge
Anchor Bolt Spacing
Edge Distance Sidewall
Edge Distance Endwall
Length of Embedment
-
=
=
=
=
=
=
=
=
=
Vertical Horizontal
1. 71
22.1
-17.89
2.95
BOLT DIA ... P
EDGE DIST ... R -E + .750
iQT,t.l. SLoPING AA£A .. M
FlAT BOT, AREA .. At
0.72
10.93
-1.86
1.04
CON!:: SlANT LENGlH "' 1.414{E)
f1?!ffi' MI 'j!?!!ABf PAIJFRri·
CONE AREA .. 1T(1.411t){E)(J'1+.7W)
.. .4..442(E)'I'+6..6S:3{0)(E)
St.ANT ARE.\ BT'I'IH 1/-4 CONES-4{1.41~XE)(S)
. N>o-.t..+t-2(E~-6,66~0XE}+MS6{E)(s)
At>oo(S+t.OO)~
D
Ab
G
s
c,
c,
E
Wd
N,
" <I>
t,
f' '
12
12
0.65
0.5
Washer Diameter or Hook Length
Number of Bolts
Special inspection Required
Embedded in Tension Zone
Concrete Weight Factor
Strength Reduction Factor
Live Load Factor
Concrete Strength
Bolt Tensile Strength (Uit)
Edge Distance
Shear Cone Area
Flat Bottom Area
Cone Slant Length
= fo~
R =
A307
E + .750
= As or Ap
At
= 1.414(E)
Cone Area
Slant Area Btwn 1/4 Cones Four Bolt Pattern
i•-Qc~ -~
I
Edge of Slab .,,~
• I si-.. ]i.. -~ • j
-------cl 1 ·-·-~t-·-0 I • I 1
l_If C, > E then~s~ ~ . ~·· r ~ T .T ...
C, • G .
•• Bp
• i 'c._ Edge of Slab
1 If C, > E then UseE
A!lJ:.I:\or Bol.tJ..gy.!ll!!
Project Name: Chris Beasley
1.25 in.
1.23 sq. in.
4 in.
4 in.
12 in.
12 in.
21 in.
3 in.
4
No
Yes
1 Normal Weight
No Anchors Hooked Around Reba
No Public Assm/Garage/LL> 1 OOp.
2,500 psi
60,000 psi
21.94 in.
1482.25 sq. in.
35 sq. in.
30 in.
2134 sq. in.
475 sq. in.
Project Control Number SHEET
IIIIIIIII~IIIIIIWIIIIIIIIIIIIIIIIIIIIIIII * s s -0 3 2 1 6 *
Factored Loads
Loads are in Kips
p
v
.9DL
1.54
0.65
1.2DL
2.05
0.86
Factored Load Combinations~Required Strength (1923.2 )
Use Load Factor Multiplier -3
1909.2.1 U = (3)'(1.40+ 1.7L)
1909.2.2 U = (3)"(.75(1.4D+1.7L+1.7W)
1909.2.3 U (3)"(.9D+1.3W)
1612.4 (12-17) U (3)"(1.20 + 11 L + 1.0Em)
1612.4 (12-18) U (3)"(.90 + 1.0Em)
No Special Inspection Required
1.4DL
2.39
1.01
Tension
1.7LL
37.57
18.58
Pu = 119.892
Pu = 21.49
Pu = -65.15
1.7WL
-30.41
-3.16
1.3WL
-23.26
-2.42
Shear
Vu = 58.77
Vu = 36.96
Vu = -5.31
Vu = 48.04
Vu = 13.35
Bolts Embedded In Tension Zone Of Member
Bolt Design Strength (1923.3.2)
Minimum Design Strength (Tension)
Pss = .9 Ab fut Nb 264,938 #
<I>Pc = <I>A4Ap~f',
<I>Pc = 192,693 # > 65,154 = OK
Pu = 16,289
Pss = 48,173
Pc = 296,450
Minimum Design Strength (Shear)
Vss = .75 Ab fut Nb
<I>Vc = <I> 800 Ab A ~f',
<I>Vc = 31,891
Vu = 14,692
Vss = 55,195
Vc = 49,063
Interaction
1/<1> VuNc
1/<1> Pu/Pc
1/<1> [(Pu/PcF3+(VuNc)513J
(Pu/Pc)2+(VuNc)2
# Factored Tensile Load per bolt
#per bolt
220,781 #
# Factored Shear Load per anchor
#per bolt
0.46
0.085
0.218
0.093
< OK
< OK
5 OK
< OK
Use (4) 1 1/4" Diameter Anchorbolts With A
Minimum Of 21" Embeddment.
No Special Inspection Required
Project Control Number SHEET
llll~llllllllllllllllllllllllllllllllllll
Project Name: .;C;;:h.;:r.;:is:;,.:;;B;,:;e;;;a;;;s.:;le::.:v:,_ _______ *_s_s_-_o_3_z_1_6_* __ ./
AnchorBoltSizer
Anchor Bolt Design -Strength Design Method
For Anchors Closer Than 2x Their Embeddment Depth
Loads
Loads are in Kips Dl =
LL
WL
Seismic
Anchor Bolt Group Capacities
Anchor Bolt Diameter =
Anchor Bolt Area
Anchor Bolt Gauge
Anchor Bolt Spacing =
Edge Distance Sidewall
Edge Distance Endwall
Length of Embedment
Vertical Horizontal
1.61
22.1
·17.89
1.91
80LT OIA.. .. P
e:oG£ O!ST. -R .. E + ,150
TOTAL SLOI'IIiG AA.EA "' Ae
Fl..A"f BOT. AREA ,.. At
0.72
10.93
1.88
1.58
CONE 5\.AHT L.£'NG1H "' 1.-+1-«E)
D
Ab
G
s
c,
c,
E
Wd
N,
!.
<!>
f,
f' ' f,,
12
12
0.85
0.5
A307
Washer Diameter or Hook Length
Number of Bolts =
Special Inspection Required
Embedded in Tension Zone
Concrete Weight Factor =
Strength Reduction Factor
Uve Load Factor
Concrete Strength =
Bolt Tensile Strength (Uit)
Edge Distance
Shear Cone Area =
Flat Bottom Area
Cone Slant Length =
R = E + .75D
Cone Area
Slant Area Btwn 1/4 Cones
As or Ap
At
1.414(E)
Four Bolt Pattern
~-~.gg '""""~
Edge of Slab ··,. I ·-····r
~~ :
l I
. • l Bp
5 I I t
r
___ .,.c·*···-r·-~-• ~ i.· ..
ll ! [ 1 J 0!
Lif c, > E then~se E ... ~ c=::j.G.n-'-~--
' .
0.75 in.
0.44 sq. in.
4 in.
4 in.
12 in.
20.5 in.
12 in.
3 in.
4
No
Yes
1 Normal Weight
Yes Anchors Hooked Around Rebc:
No Public Assm/Garage/LL> 1 00"
2,500 psi
60,000 psi
12.56 in.
870.25 sq. in.
26 sq. in.
17 in.
700 sq. in.
271 sq. in.
L L Edge of Slab
If C, > E then UseE Project Control Number SHEET
~r Bolt Lay_Ql!i lllllllllllllll~llilllllllllnlllllllll111111 12 ./
13 Project Name: ..;C..;h..;r.;,;is;..;;;B..;;e..;;a,;.sl;.;e.:.y ________ *_s_s_-_o_3_z _,_6_*_.-/ 13
Factored Loads
Loads are in Kips
p
v
.9DL
1.45
0.65
1.2DL
1.93
0.86
Factored Load Combinations-Required Strength (1923.2)
Use Load Factor Multiplier = 3
1909.2.1 U = (3)"(1.4D+1.7L)
1909.2.2 U = (3)'(.75(1.4D+1.7L+1.7W)
1909.2.3 U = (3)'(.9D+1.3W)
1612.4(12·17) U = (3)'(1.2D+f1L+1.0Em)
1612.4(12-18) U = (3)'(.9D+1.0Em)
No Special Inspection Required
1.4DL
2.25
1.01
Tension
1.7LL
37.57
18.58
Pu = 119.472
Pu = 21.17
Pu = -65.42
1.7WL
-30.41
3.20
1.3WL
-23.26
2.44
Shear
Vu = 58.77
Vu = 51.27
Vu = 9.28
Vu = 52.22
Vu = 17.62
Bolts Embedded In Tens ion Zone Of Member
Bolt Design Strength (1923.3.2 )
Minimum Design Strength (Tension)
Pss = .9 Ab futNb 95,378 #
<I>Pc = <I> A 4 Ap ~f',
<I>Pc = 147,943 # > 65,424 OK
Pu = 16,356
Pss = 36,986
Pc = 174,050
Minimum Design Strength (Shear)
Vss = .75 Ab futNb
<I>Vc = <I> 800 Ab A ~f',
<I>Vc = 15,013
Vu = 14,692
Vss = 19,870
Vc = 17,663
Interaction
1/<1> Vu/Vc
1/<1> Pu/Pc
1/<1> [(Pu/Pc)&3+(Vu/Vc)&"J
(Pu/Pc)2+(Vu/Vc)2
# Factored Tensile Load per bolt
#per bolt
79,481 #
# Factored Shear Load per anchor
#per bolt
0.98
0.111
0.888
0.701
$ OK
$ OK
$ OK
$ OK
Use (4) 3/4" Diameter Anchorbolts With A
Minimum Of 12" Embeddment.
No Special inspection Required
Project Control Number SHEET
111~111~111~11111111111111111111111111111111
Project Name: .;C;;,;h.;;r.;;is;..;;B;.;e;.;a;.;s;.;le~y--------*-'-'--_o_3_2_1_6_* __ .,
;
March 26, 2009
All American Steel
Attn: Chris White
2226 Texas Avenue
Grand Junction, CO 81501
Anchor Bolt Repair
Beasley Metal Building
3656 County Road 301
Parachute, CO 81650
~
ARCHES LNGINEERING
A UMITf_D UAf:>IUTY COMr ANY
1 27 Gunni.?on Avenue
Grand junction, CO 8 1 50 1
P· (970) 275-6788
mail@archesengil1eering.com
The 1 W' diameter anchor bolts for the column between the overhead doors have been installed
too short to be completely threaded into the nut. The repair for this condition shall be to fill the
remaining area in the nut with a plug weld at each condition where this occurs.
Thank you for the opportunity to be of service. Please contact me with any questions regarding
the contents of this report.
Sincerely,
Arches Engineering, LLC
b~C!Y,C&':'
~ •• ·~1.~ Ml£1.;.::~~ • ~ "1" •
•" ·.
391 38~ :Ill, ,~u~· ~·
Ruth Miller, PE
Structural Engineer
No 10989 ·----·~----~~~---Assessor's Parcel No. 2047-112-00-007
Date S/13/2008
!BUILDING PERMIT CARD
Job Address ----~3~6~5~6~C~R~3~0~1~.~M~o~r~r~~~a~n~iawM~e~s~awR~awn~c~h~.~T~ra~c~t~4~8A~,Pwawr~a~chwuwt~e-----------------------
Owner _____ ..........,B~e'""'a~s~le:J[.y,_, C~·!.!Chr~is~&wA:.!!m!!.y!l..-. ____ Address 3656 CR 301 Phone # 970-285-7396
Phone # 970-261-7447 Contractor All American Steel, LLC Address 2226 Texas Ave
Setbacks: Front ______ Rear _____ RH _____ LH ______ Zoning -------,-
Garage (metal bldg) INSPECTIONS
Soils Test------------
Footing L::-
Foundation 4ft?A/O S:t.-4 l5 7-ZJ!F:?-J'cY
Grout _______ ~---~~ ~-
Underground Plumbing 7--'ZZ--e:z>S '¢:e?
Rough Plumbing ---------Framing ____________ _
Insulation ------------
Roofing-------------
Drywall -------------
Gas Piping------------
NOTES
Weatherproofing ___________ _
Mechanicai ___ --'-------------
Electrical Rough (State)----------
Eiectri al i nal (State l------------&+-~.,.-,~-
Final • • /Checklis ted? prA
Certificate Occupancy #sf:hj ~~ITt::.7!cr--
Date · 5 {.; . 0
Septic System # -------------
Date -------------Final ___________ _
Other _______________ _
(continue on back)
BUILDJNG P' '"~MIT
) ''-'\•",
GARFIELD COUNTY, COLORAk.> ..
INSPECTION WILL NOT BE MADE UNLESS
)"HIS CARD IS POSTED ON THE JOB
•'~-'--··'"\,.
Date Issued ~3/(K~...,.,_ _________ Permit No. __ _J!./_,{)Cl"'--"-""8'9"--"-2-····"ii2-·. -------
, AGREEMENT ,
In consideration of the issuance of the per~it, the applicant hereby agrees to comply with allli".~~-·a:~d regulations
related to the z~ning, locatiOn; construction and erection oft he proposed stry:c::~ur~d for whic~Jh~S permit is
granted, and further agrees that if the above said regulations are not fully complied' with in the zo'ilipg, location,
erection and construction of th~ above described structure, the permit may then be·re"Vok~d by no1J~e frOm the·
County Building department and IMMEDIATELY BECOME NULL AND VOID. .
Use~ • . ·
· Address or legal Descriptio~ '!)IIJU (fl., ~ \ }hr@CA.ifJ
Owner~~(brlS...::~::::-~~c_u•JU~""\-----:---Contractor~lllflrt1j~}£~~~E'lJUJ~
Building PermitType -~\d.f'-n\;._.,._..o ...... l ... _c:•..c' "'------~-------''---------~
'.' '• ~ .
c This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
. ' . . ~ ··,·;: .. '• ', · ..
Rough
Rough Mechanical
Gas Piping
Electric Rough (by
Framing
·' ·.'.
~-'
INSPECTION
7-z.:z~RP rt ~cj
/"1/o;t/c 5411.5
(Prior to Final)
Septic
RD
'. j
.'.
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 365b C/-(foc:J
Permit No. IO 98'2
I have this day inspected this structure and these
premises and found the following corrections needed:
.ll{call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date 2-'f?-02' 20-=---
Buildinglnspector ~
Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 5 w _s-6 C t{ ::3 0/
Permit No. /Cl 7" 8 Z
I have this day inspected this structure and these
premises and found the following corrections needed:
1o
0 Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Parcel Detail Page I of4
Garfield County Assessor/Treasurer
Parcel Detail Information
Assessor/Treaswer Pro]2er:ty Search I Assessor SubsetQuery I Asiiel>soLS_ales Sean:h
Cl~rk & RecorderRece]2tion_Search
lia_sic Building_G_haracteristic:> I Tax lnfoxmation
ParcetDetail I Y_al1l_e_Detail I Sales Detail I Residentiai/ConunerciaUrrmrovement IJetail
.Land Detail I photogrll]2h:> I Mill LeyyRevenues Detail
I Tax Area Jl Account Number 1/ Parcel Number /1 2007 Mill Levy I
I 047 II R470096 II 240711200007 II 38.002 I
Owner Name and Mailing Address
/BEASLEY, CHRISTOPHER D & AMY LOU
/3656 COUNTY ROAD 301
/PARACHUTE, CO 81635-9119
Assessor's Parcel Description
(Not to be used as a legal description)
jSECT,TWN,RNG:11-7-95 DESC: TR 48A
jPRE:R470002 RECPT:733073 BK:0945
)PG:Ol86 BK:0871 PG:0987
Location
I
I
I
I
I
I
Physical Address: //3656 301 COUNTY RD PARACHUTE/
Subdivision: /
Land Acres: / 0
Land Sq Ft: / 0
I Section II Township II Range I
I 11 /I 7 II 95 I
2008 Property Tax Valuation Information
j._/ -------''---"-A::.:c.:.:tu=a"-1 -'-V-=al::::u:.::.e _ _,ll Assessed Value lj
http://www. garcoact.com/ assessor/parcel. asp ?Parce!N umber=240711200007 6/12/2008
Parcel Detail Page 2 of4
I Land: II 13s,oooll I0,750I
I Improvements: II I09,33oll 8,7001
I Total: II 244,33oll I9,450I
Additional Yabie Detail
Most Recent Sale
Sale Date: 118/611993
Sale Price: 1135,000
Additional Sales.IMail
Basic Building Characteristics
Number of Residential I
Buildings:
Number of Commllnd 0 Buildings:
I Residential Building Occurrence 1 Characteristics I
I 1 STORY: lll,IIO I
I TOTAL HEATED AREA: lji,llO I
I
ABSTRACT CODE·IISINGLE F AM.RES-. IMPROVEMTS I
I ARCHITECTURAL STYLE: Ill-STORY I
I EXTERIOR WALL: IIA VERAGE I
I ROOF COVER: llcOMP SHNGL I
I ROOF STRUCTURE: IIGABLE I
I INTERIOR WALL: jjDRYWALL I
I INTERIOR WALL: IIDECORATIVE I
I FLOOR: llcARPET I
I HEATING FUEL: IlGAS I
I HEATING TYPE: IIWALL&FLOOR I
I STORIES: jjSTORIES 1.0 I
BATHS: II
ROOMS: Is
UNITS: II
BEDROOMS: I 2
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=2407II200007 6/I2/2008
Parcel Detail
II YEAR BUlL T: 111920 II
AdditionaLResidentiaVComm~I<::i<tLlmnrovement DetiJil
Tax Information
Tax Year II Transaction Type II Amount I
2007 II Interest Charge II $7.391
2007 II Tax Payment: Whole II ($739.12)1
2007 II Interest Payment II ($7.39)1
I 2007 II Tax Amount II $739.121
2006 Tax Payment: Whole II ($696.56)1
2006 Tax Amount II $696.561
2005 Tax Payment: Whole II ($698.04)1
2005 Tax Amount II $698.041
2004 II Tax Payment: Whole II ($681.16)1
2004 II Tax Amount II $681.161
2003 II Tax Payment: Whole II ($728.54)1
2003 II Tax Amount II $728.541
2002 II Tax Payment: Whole II ($701.48)1
2002 II Tax Amount II $701.481
2001 II Tax Payment: Whole II ($745.46)1
2001 II Tax Amount II $745.461
2000 II Tax Payment: Whole II ($731.14)1
2000 II Tax Amount II $731.141
1999 II Tax Payment: Whole II ($572.82)1
1999 II Tax Amount II $572.821
J_QJ2 of Page
Asll_essor Database s_~_arch"Op1io!lli I Tre~merJ)atllbase Search OpJ.iQns
Clerk.&_Rec9Ider Database Search_O!ltions
Page 3 of4
The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain
accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices
http://www .garcoact.com/ assessor/parcel.asp ?ParcelN urnber=240711200007 6/12/2008