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: 2391-303-00-013
Locality:
Owner:
Contractor: Owner
Fees: Plan Check: $ 418.44 Septic:
Bldg Permit: 643.75 Other Fees:
Total Fees: ··-$ __ 1,062.19
Clerk: Date: ~-1&03_ ... I
12 Permit:
GARFIELD COUNTY BUILDING PERM1T APPLICATION
108 8m Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003
www.garfield~countv.com
Authority. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate
letter of authority, signed by the Owner, must be provided with this Application
Leral 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.
Other Permits. Multiple separate permits may be required: (1) State Electrical Permit, (2) Connty lSDS Permit, (3) another permit required for use on the property identified above, e.g. State or
County Highway/ Road Access or a State Wastewater Discharge Pennit.
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 information 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 bebalf(submittals), based upon my certification as to accuracy.
Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the strocture(s) and facilities detailed on
the submittals reviewed by the Building Department
In consideration of the issuance of the Building Permit. 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, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit 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 permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Pemlit 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 of the structure(s) or facility(ies) if such is in violation
of County Regulation(s) or any other applicable law.
Review of this 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 discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without
limitation my architect designer, engineer and/ or builder.
I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE:
STAFF USE ONLY
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Special Conditions: IJ.. 7fc{) tJI X" ltJ ~ ~f!JP'-te q (5""~
Adjusted ValuWn: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees:
~-41R4Ll &41J. 75
ISDS Fee: Total Fees: H1~:t\y Balance Due: ~~e(je: ISDS No & Issued Date:
10471. .t1 &4~-1£'"
Setbacks: OCC Group: ConstType: Zoning:!<
BL:iT: ~· ~
APPRO ~~DATE 2/1~ p~ 1 ~~\\10%. V-£/q
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
over 30" high must be constructed to all 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.
OWNERS SIGNATURE DATE
Bapplicationdecember2007
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 ftnish 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 fmal 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 ftnal plat with the proposed structure located
within the envelope.
Yes X
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 )(
'
3. Does the site plan include when applicable the location of the LS.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 J(
4. Does the site plan indicate the location and direction of the County or private road accessing the
property?
Yes X
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 government or any
combination. You can contact the Road & Bridge Department at 625-8601. See phone book for
other agencies
Yes X
6. 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 X
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 _ ___LCX.,_ __
8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and
soffits? ·
Yes _____ _ No_~K.___
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?
Yes X
10. Does the plan include a building section drawing indicating foundation, waH, floor, and roof
construction?
Yes X
11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof rafters or joists or trusses?
Yes X
'
12. Does the building section drawing or other detail include the method of positive connection of all
columns and beams?
Yes X
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 ~
'
14. 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_~x~·----
3
15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the IRC?
Yes. _____ No _ ___.X~---
16. 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 IRC?
Yes 1\\@
17. Does the plan include a window schedule or other verification that windows provide natural light and
ventilation for all habitable rooms?
Yes N'1J
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 No_4X.___ ___ _
19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on
the plan?
Yes ~ 0
20. 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 ')(
I
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 ofthe plans.
Yes )C
'
22. Will this be the only residential structure on the parcel?
Yes ,)C No Ifno-Explain:. ______ _
23. Have two (2) complete 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 ~
4
25. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes X:
26. Do your plans comply with all zoning rules and regulations in the County related to your properties
zone district?
Yes )(
27. Does the plan accurately indicate what you intend to construct and what will receive a fmal inspection
by the Garfield County Building Department?
Yes >(
28. Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes j..
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 Impact" or "Septic System" fees required, at the time you pick up your building permit?
Yes 5( •
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 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in
to 384-5003.
Yes X No _____ _
31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 re-i!JPection fee?
Y es __ ,,._/1"'"----
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?
Yes $
33. 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 X· .
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 __ ,~~~------
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 )(,
36. Do you know that the local fire district may require you to submit plans for their review of fire safety
issues?
Yes X (please check with the building department about this requirement)
3 7. Do you understand that if you are planning on doing any excavating or grading to the property prior
to issuance of a building permit that you will be required to obtain a grading permit?
Yes -;<
38. Are you aware that if you will be conoecting to a public water and/or sewer system, that the tap fees
have to be paid and the conoections inspected by the service provider prior to the issuance of a
Certificate of Occupancy?
Yes )(
) ...
39. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that
the City will provide water service. No building permit application will be accepted without such
a letter.
Yes X
I hereby acknowledge that I have read, understand and answered these questions to the best of
my ability.
Signature of Owner
(days); _,(_'1_,_' .c.t_o~) _i_:t_'i_· '_'L '"'_:.,_!ri_b ___ ( evenings)
Project Address: Coull\ ~'I Rou~ roo
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 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.
BpminreqDec2007
7
No. ________ ~11~2-2=6 __ __ Assessor's Parcel No. 2391-303-00-013
Date 2/12/2009
BUILDING PERMIT CARD
Job Address __ _>l3Di65'll5:uC~.<~R~1.1l;00t.L,,....l.C..,.awrbwo.un.u.dl!l!all.'lleL-_____________________ _
Owner _____ H._.o..,l~g...,uwin,._, ..,.M,..a ... rc.,.e""li'""no...._ ____ Address 27 4 La riot Rd, Silt Phone # 876-5229
Contractor Owner Address ___________ Phone# 274-2386
Setbacks: Front _____ Rear ______ RH _______ LH _____ Zoning --------
Barn/ personal storage INSPECTIONS
Soils Test-----------
Footing--..----------
A-Foundation_..?l:"'--:;----:------=---=-ft.;jj • at ;::'&o ,< "-4 ., Is--e7 7 "'7(?"-1
Underground Plumbing-------
Rough Plumbing ---------Framing ___________ _
Insulation-----------
Roofing------------
Drywall ------------
Gas Piping-----------
-f'/~ ;:!.111-~~ AA. -f¥ -~~ rfo/or ~
NOTES
Weatherproofing ___________ _
Mechanical ____________ ~
Electrical Rough (State)---------
Eiectrixal inal (State)--------;;r-=-=:;;--Final3~ " I /Checklist Couu:Jeted? @111
Certificate Occupancy# ,..c-"!o:::::Y::i~~::-------
Date ? .. z~-2010
Septic System # ___________ _
Date ------------Final ___________ _
Other ______________ __
(continue on back)
.<; ·--•• ---------·---------------:...------.. ·--·---g;,-,.jo.f ....... _______ ...... _.
STOP WORK ORDER -INSPECTOR'S PORTION
;:Jfbs-s-c.;f, /tPC
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:3-7~ -o9 //2 Z ?P
ILDING
GARFIELD COUNTY, COLORADO
INSPECTiON WILL NOT B!E MAO!E UNLESS
THIS CARD !S POSTED ON THE JOIS
Datelssued~..:;__~Ql_,__ __ PermitNo.J ~~ cp
AGREEMENT
IT
In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations
related to the zoning, location; construction and erection of the proposed structured 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 department and IMMEDIATELY BECOME NULL AND VOID.
Use~ Of,r'"S~ ~
Addressor legal Description ~~ft CoJr~~'----------
Owner~~ M/lrC( \i S'\0 Contractor _(),.\N"""Wl'-""'!t.,.Jr ______ _
Building PermitType ~\._· ,.d,tJdi,.,.,'-=-,_-_,oJ!IC=------------------------
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final inspection
INSPECTION RECORD
Footing Driveway
"3 ~ \ "3-o"f ~
Insulation Foundation I Grout~ RootfZ ?<. 1--/s--o'l ~~ }1A.-
Underground Plumbing Drywall
~ 'itt</
Rough Plumbing Electric F;O !by sta·~ecto~
18
{ro
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(Pdo<to Finn!) ~ 0
Rough Mechanical Septic Final
'?"'-' -vc-----
Gas Piping
'/1.-.v'
FINAL
3-/1-!o B7r\
EJectrk Rough {by State Inspector)
(You Must C<J!I ."or Final !nsp<.><tion) of--pP:; 3/JtJ!o Notes (Prior to Framing)
Framing
(to indude Roof in place & Windows & Doors installed & Firestopping in place)
APPROVED
Date
THIS PERMIT IS NOT TRANSFERABLE
For Inspection Call970-384-5003 Office 970-945-8212
108 8th Street, Su~te 401 Glenwood Springs, Colorado 81601
DO NOT DESTROY THIS CARD
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EXCEPTIONS & I!N§PECTION;;c
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Job
BJ6210
Truss
A4
Truss Type
DBL. FINK 1 MARCELEENO HONQUIN
Job Reference o lienal
O'<JI!l:)o()Truss, Delta. Co81416, Dallas Overholt 6.500 s Mar 8 2007 MiTek Industries, Inc. Fri Jan 30 07:08:36 2 ~ age 1 ·
5-3-10 10-1-13 19-10-3 24-8-6 30-10-8
5-3-10 4-10-3 4-10-3 4-10-3 4-10-3 6-2-2
Scale"' 1:50.
14 13 12 11 10
L:c-------------------------------------------------~'~'~~~~C--------------------------------------------------.""· ~~ ~
Plate Offsets X
LOADING (psf)
TCLL 40.0
(Roof Snow=40.0)
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER
6-3-4
6-3-4
9:0..54 0-4-0 9:0-9-5 0·54
SPACING 4-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress !ncr NO
Code IRC2006/TPl2002
TOP CHORD 2X6SPF1650F1.5E
BOT CHORD 2X6SPF2100F 1.8E
WEBS 2X4HF/SPF1650F1.5E
12-1-1
5-9-13
CSI
TC 0.80
BC 0.82
WB 0.40
(Matrix)
SLIDER left 2X4 HFSPF 1650F 1,5E 5-0-5, Right2 X4 HFSPF 1650F 1.5E 5-0-5
REACTIONS (lblsize) 1=3629/().74, 9=3629(0-7-4
Max Horz 1=141(LC 5)
Max Upllft1=420(LC 5), 9--423(LC 6)
FORCES (lb) ·Maximum Compression/Maximum Tension
17-10-15
5-9-13
OEFL
Vert(LL)
Vert(TL)
Horz(TL)
in (foe)
..0.35 11
-0.6111·13
0.19 9
23-8-12
5-9-13
Udell
>999
>591
rJa
lid
240
180
rJa
BRACING
TOP CHORD
BOT CHORD
JOINTS
240 oc purtins (2-6-7 max.).
6-0-0 oc bracing.
1 BraceatJt(s):5
30~-0
6-3-4 0-10-8
PLATES GRIP
MT20 185/144
Weight: 1641b
TOP CHORD 1~2~282/955, 2·3=-7871/927, 3-15=-7728/934, 4-15=-77031954, 4-5=-6507/797, 5-6=-6547/806, 6-16=-7915/984, 7~16=-7945/964, 7~17=-8056/956, 8-17:..8087/946. 8-9=-85241990
BOT CHORD H4=-923/7567, 13-14=-686/6667, 12-13=~384/5222, 11-12=-384/5222, 10·11=-558/67 42, 9--10=-819/7836
WEBS 2·14=-525/282, 4-14=-144/955, 4-13=·1767/397, 5-13=-247/2082, 5-11=·256/2151, 6-11=·1835/405, 6-10=-166/1128, 8-10:.653/302
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=S.Opsf; BCDL=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zona; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-05; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 1 and 423 !b uplift at joint 9.
7) This truss Is designed In accordance With the 20061ntemationa1 Residential Code sections R502, 11.1 and R802.10.2 and referenced standard ANS!fTPl1.
8) Design assumes 4x2 (flat orientation) purtins at oc spacing Indicated, fastened to truss TC w/2-10d nails.
LOAD CASE(S) Standard
Job
BJ6210
Truss
G4
Truss Type
DBL. FINK 1 MARCELEENO HONQUIN
Job Reference o tiona!
~Truss, Delta. Co 81416, Dallas OVerholt 6.500 s Mar 8 2007 MiTek Industries, Inc. Fri Jan 30 07:08:37 2 age 1
5·3-10 10-1-13 15-0-0 19·10·3 24-8-6 3().1().8
5-3-10 4·10·3 4-10-3 4-10-3 4-10·3 6·2·2
Scale= 1:50.
9
14 13 12 11 10
~----------------------------------------------~M~~~~~---------------------------------------------,~ ().~ ~
Plate Offse X
LOADING (psf)
TCLL 40.0
(Roof Snow--40.0)
TCDL 10.0
BCLL 0.0
BCOL 10.0
LUMBER
6-3-4
6·3-4
9:0-5-4 0-4-0 9:0·9-5 0-5-4
SPACING 4-0..0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress lncr NO
Code !RC200MP!2002
TOP CHORD 2X6SPF1650F1.5E
BOT CHORD 2 X 6 SPF 2100F 1.8E
WEBS 2X4 HF/SPF 1650F 1.5E
12+1
5·9·13
CSI
TC 0.80
BC 0.82
WB 0.40
(Ma•ix)
SUDER Left2X4 HFSPF 1650F 1.5E &0·5, Right2 X4 HFSPF 1650F 1.5E 5-0-5
REACTIONS (lb/slze) 1=3629/0-7-4, 9--3629/0-7-4
Max Horz1=141(LC5}
Max UpUft1=-420{LC 5), 9=-423(LC 6)
FORCES (!b)~ Maximum Compression/Maximum Tension
17·10-15
5·9·13
OEFL
Vert(LL)
Vert(TL)
H0<7(11.)
In (loc)
.0.35 11
-0.611M3
0.19 9
23-8-12
5-9-13
Vdefl
>999
>591
"''
lid
240
180
nla
BRACING
TOP CHORD
BOT CHORD
JOINTS
2-0-0 oc purtins (2-6-7 max.).
6-0-0 oc bracing,
1 Brace at Jt(s): 5
30·0~
6·3-4 0·10-8
PLATES GRIP
MT20 185/144
Weight: 1951b
TOP CHORD 1~2=-8282/955, 2~3=-7871/927, 3-25=-n28/934, 4-25=-7703/954, 4-5=-6507/797, 5-6=-6547/806, 6-26=·7915/984, 7-26=-7945/964, 7-27=-8056/956, &-27=-8087/946, 8-9=-8524/990
BOT CHORD 1~14=-923/7567, 13-14=-686/6667, 12-13=-38415222, 11-12=-·384/5222, 10.11=-558/6742, 9-10=-819/7836
WEBS 2-14=-525/282, 4-14=-1441955, 4-13=-1767/397, 5-13=-247/2082, 5-11=--256/2151, 6--11=-1835/405, 6-10:-166/1128, 8-10=.6531302
NOTES
1) Wind: ASCE 7...Q5; 90mph; h=25ft; TCDL=6.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; canblever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=-1.33.
2) TCLL: ASCE 7...Q5; Pf--40.0 psf(flat roof snow); Category II; ExpC; Partially Exp.; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 tb uplift at joint 1 and 4231b uplift at joint 9.
8} This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI1.
9) Design assumes 4x2 (flat orientation) purl ins at oc spacing indicated, fastened to truss TC w/2-10d nails.
LOAD CASE(S) Standard
Job
BJ6210 1 MARCELEENO HONQUIN TMS
GR12
Truss Type
FLAT
Job Reference o tiona!
0~ Truss, Delta. Co 81416, Dallas Overholt ~909s Mar 8 2007 MiTek !ndustrle~.lnc. ri Jan 30 07:.10:0 2009 Page 1
yq-o
0-2-12
W1
0-0-0
LOADING (psf)
TCLL 40.0
{Roof Snow=40.0)
TCDL 10.0
BCLL 0.0
BCOL 10.0
LUMBER
-11-9-4
3-9-4
-12-0-0
4-0-14
SPACING 2-0-0
Plateslncrease 1.15
Lumber Increase 1.00
Rep Stress !ncr NO
Coda IRC2006/TP12002
-8]!1-0
0-0-14
2
8
CSI
TC 0.72
BC 0.54
WB 0.52
(Marr~)
-7-11-2
3-11-2
10
T1
81
3
-4-0-0
3-9-4
Weight: 120 lb
-or2'12
0-2-12
SJale=1:19.
TOP CHORD 2 X 10 DF~N 1950F 1.7E
BOT CHORD 2X10DF-N1950F1.7E
BRACING
TOP CHORD
BOT CHORD
WEBS
Structural wood sheathing directly applied or 6..Q.O oc purllns, except end verticals.
Rigid ceUing directly applied or 6-0-0 oc bracing.
WEBS 2X4 HF/SPF 1650F 1.5E "Except• 1 Row at mldpt 1-9, 2-7
W1 2X 6 SPF 1650F 1.5E, W7 2X6SPF 1650F 1.5E, W52 X6 SPF 1650F 1.5E
REACTIONS {!blsize) 9=7002/0-7-7 (input: 0-3-8), 5=3399/0..3-10 (0-3-8 + bearing block), 7=10531/0-11-4 (input: 0-3-8)
Max Horz9=126(LC4)
Max Up!ift9=..1045(LC 3), 5=-511(LC 4), 7=-1559(LC 4)
FORCES (lb) ·Maximum Compression/Maximum Tension
TOP CHORD 1-9=-5845/894, 1-2=-2230/355, 2-10=-137/829, 3-10=-137/829, 3-4=-137/829, 4-5=-2984/468
BOT CHORD 8-9=-135/318, 7-8=-393/2230, 6-7=·26139, 5-6=-26139
WEBS 2·8=-813/201, 3-7=-4708/761, 1-8=·38812498, 2-7=-3961/616, 4-7=-1069/194
NOTES
1) 2 X 10 DF-N 1950F 1.7E bearing block 12" long atjt. 5 attached tofrontfacew1lh 5 rrms of 10d (0.131"x3'' na~s spaced 3"o.c. 20 Total fasteners. Bearifll
Is assumed to be DF-N.
2) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=6.0psf; BCOL=6.0psf; Category U; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed;
end vertical left and right exposed; lumber DQlc::1.33 plate grip DOL=1.33.
3) TCLl: ASCE 7-98; Pf--40.0 psf (flat roof snow); Exp C; Partially Exp.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6} This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quallty assurance Inspection.
7) WARNING: Required bearing size at jolnt(s) 9, 7 greater than input bearing size.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10451b uplift at joint 9, 511 lb uplift at joint 5 and 1559lb uplift at
joint?.
9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS1!TP11,
10) Girder carries tie-in span(s): 16-0-0 from 0.0-0 to 16-0-0
11) Hanger(s) or other connection dev!ce{s) shall be provided sufficient to support concentrated load(s) 3700 !b down and 5441b up at 0.2·12, 3700 lb down
and 544lb up at 4-0-0, and 3700 lb down and 544 lb up at 8-0-0, and 3700 !b down and 544 lb up at 11-94 on top chord. The design/selection of such
connection device{s) Is the responsibllity of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE{S) Standard
1) Snow: lumber !ncrease=1.00, Plate 1ncrease=1.15
Uniform Loads {pit)
Vert: 5-9=431(F=411), 1-4=-100
Concentrated Loads (lb)
Vert: 1c::-3700(F) 2=·3700(F) 3=-3700(F) 4=-3700(F)
Job Truss
BJ6210 GR16
~~Truss, Delta. Co 81416, Dallas Overholt
0-0-0
LOADING (psf)
TCLL 40.0
(Roof Snow--40.0)
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER
4-0-14
4-0-14
4-0-14
4-0-14
2
9
SPACING 2-0-0
Plat~s Increase 1.15
Lumber Increase 1.00
Rep Stress !ncr NO
Code IRC2006/TPI2002
Truss Type
FLAT
8-0-0
3-11-2
11
8-0-0
3-11-2
CSI
TC 0.67
BC 0.70
WB 0.51
(Matrix)
3
0-0-0
DEFL
Vert(LL)
Vert(TL)
HO<"{TL)
1 MARCELEENO HONQUIN
11-11-2 16-0-0
3-11-2 4-0-14
Scale= 1:26.
12 4 5
0-0-0
11-11-2 16-0-0
3-11-2 4-0-14
In (loc) "dell Ud PLATES GRIP
-0.03 9 >999 240 MT20 185/144
-0.06 9-10 >999 180
0,01 6 nle nla
Weight: 153Jb
TOP CHORD 2 X 10 DF~N 1950F 1.7E
BOTCHORD 2X10DF-N1950F1.7E
BRACING
TOP CHORD
BOT CHORD
WEBS
structural wood sheathing directly applied or 6-0-0 oc purl ins, except end verticals.
Rigid ceiling directly applied or 1()..().() oc bracing.
WEBS 2X4 HF/SPF 1650F 1.5E "Except~
W1 2 X6SPF 1650F 1.5E, W9 2 X6 SPF 1650F 1.5E, W52 X6 SPF 1650F 1.5E
REACTIONS (lblsize) 10=6705/0-7·2(input: 0-3-8), 6=6705/0-7·2 (Input: 0.3-8), 8=13346/1-24{input: 0-3-8)
Max Horz10=-126(LC 3)
Max Uplift10=-996{LC 3), 6=-991(LC 4), 8=-1981(LC 4)
FORCES (!b)· Maximum Compression/Maximum Tension
1 Row at mldpt 1-10, 5-6, 2-8, 4-8
TOP CHORD 1·10=-5538/844, 1·2=-1847/299, 2-11=-19111181, 3-11=-191/1181, 3-12=-191/1181, 4-12=-191/1181, 4-5=-1847/299, 5-6=·5538/839
BOT CHORD 9-10=-133/298, 8-9=-33611847, 7-8=-304/1847, 6-7=-721298
WEBS 2-9=-695/178, 3-8=·5209/824, 4-7=-695/174, 1-9=-31212022, 2-8=-3920!611, 4-8=-3920/606, 5-7=-303/2022
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=6.0psf; BCDL=6.0psf; Category !I; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed;
end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf--40.0 psf (flat roof snow); Exp C; Partially Exp.
3} Provide adequate drainage to prevent water pondlng.
4) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent w!th any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is Chosen for quality assurance inspection.
6) WARNING; Required bearing size at jolnt(s) 10, 6, 8 greater than Input bearing size.
7) Provide mechanical connection {by others) of truss to bearing plate capable of withstanding 9961b uplift at joint 10, 991 lb uplift at joint 6 and 19811b uplift at
JointS.
8) This truss is designed In accordance with the 2006tnternationa! Residential Code sections R502.11.1 al'ld R802.10.2 and referenced standard ANSlfTPI 1.
9) Girder carries tie-in span(s): 16-0-0 from 0-0-0 to 16-0-0
10} Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated !oad(s) 3700 !b down and 544 !b up at 0-2"12, 3700 tb down
and 544 !b up at 4-0-0,3700 lbdown and 544 tbup at 8-0-0, and 3700 lbdownand 5441bupat 12-0-0, and 3700 !bdownand 5441bup at 15-9-4 on top
chord. The design! selection of such connection device(s) is the respons!bUdy of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back {B).
LOAD CASE(S) Standard
1) Snow: Lumber lncrease=1.00, Plate lncrease=1.15
Uniform Loads (plf)
Vert: 6-10=-431(F=-411~ 1·5=-100
Concentrated Loads (tb}
Vert: 1=·3700(F) 2=-3700(F) 3=-3700(F) 4=-3700{F) 5=-3700{F)
Job
BJ6210
T<m>
M4
Truss Type
MONO TRUSS 1 MARCELEENO HONQUIN
Job Reference o tlonal
Overholt TM'(:f.~· Co 81416, Dallas Overholt 6.500 s !lr1ar 8 2007 MTek Industries, Inc. Fri Jan 30 07:08:38 2009
0-0-0
0-10-8
0-10-8
LOADING (psi)
TCLL 40.0
(Roof Snow=40.0)
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER
6-7-15
6-7-15
6-7-15
5-9-7
SPACING 4-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress !ncr NO
Code IRC2006ffPI2002
CSI
TC 0.67
BC 0.89
WB 0.63
(Matrix)
11-6-12
4-10-12
11-6-12
4-10-12
DEFL In
Vert(LL) -0.17
Vert(TL) -0.28
Horz(TL) O.D7
16-9-0
5-2-4
16-9-0
5-2-4
(loc) 1/defl Ud PLATES GRIP
7 >999 240 MT20 185/144
7 >680 180
5 rJa rJa
Weight: 82lb
TOP CHORD 2X6SPF1650F1.5E
BOT CHORD 2X6SPF1650F1.5E
BRACING
TOP CHORD
BOT CHORD
WEBS
JOINTS
2..()...0 oc purl ins (3-2-6 max.), except end verticals,
()..()..(} oc bracing.
WEBS 2 X 4 HF/SPF 1650F 1.5E
REACTIONS (lb/size) 5=1891/fv1echan!ca1, 1=189110-7-4
Max Horz 1=366(LC 6)
Max Up11ft5=-300(LC 5), 1=-256(LC 5)
Max Grav5=2311(LC 2), 1=2045(LC 2)
FORCES (lb)-Maximum Compression/Maximum Tension
1 Row at midpt 3-5
1 Brace at Jt(s): 4
TOP CHORD 1-8=-5130/586, 2..8=-48431605, 2-9=-3085/345, 9-10=w2961/357, 3-10=·2823/371, 3-4=·264fi7. 4-S=-575/133
BOT CHORD 1w7=.S56/4774, 6·7=-656/4774, &6=·318/2873
WEBS 2·7=0/424, 3-6=·11856, 2·6=·2011/357, 3o5=·3228/462
NOTES
1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=6.0psf; BCDL=S.Opsf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33,
2) TCLL: ASCE 7-05; Pf=40.0 psf(flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent w'dh any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6) Refer to girder(s) for truss to truss connections.
7} Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 !b uplift at joint 5 and 256lb uplift at joint 1.
8) This truss is designed in accordance with the 2006 International Residential Code sections R502. 11.1 and R802.10.2 and referenced standard ANS!fTP!1.
9) Design assumes 4x2 (flat orientation) purl ins at oc spacing Indicated, fastened to truss TC w/2w10d nails.
LOAD CASE($) Standard
Scale= 1:27.
0-0-0
Job
BJ6210
ru"
MG4
Truss Type
MONO TRUSS 1 MARCELEENO HONQUIN
Overholt Truf!J.~a. Co 81416, Dallas OVerholt
0-0-0
0-10-8
0-10-8
LOADING (psQ
TCLL 40.0
(Roof Snow--40.0)
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER
6-7-15
6-7-15
6-7-15
5-9-7
SPACING 4-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress !ncr NO
Code IRC2006fTP12002
TOP CHORD 2X6SPF1650F1.5E
BOT CHORD 2X6SPF1650F1.5E
WEBS 2X4HF/SPF 1650F 1.5E
REACTIONS (lblsize) 6=1891/Mechanlcal, 1=1891/0-7-4
Max Horz1=366(LC6)
Max Uplift£=-300{LC 5), 1=-256(LC 5)
Max Grav6=2311(LC 2), 1=2045(LC 2)
FORCES (lb)-Maximum Compression/Maximum Tension
CSI
TC 0.68
BC 0.89
WB 0.60
(Matrix)
11-6-12
4-10-12
11-6-12
4-10-12
DEFL In
Vert(LL) ..0.17
Vert(TL) -0.28
Horz(TL) 0.07
BRACING
TOP CHORD
BOT CHORD
JOINTS
16-9-0
5-2-4
16-9-0
5-2-4
(foe) Udefl Ud PLATES GRIP
8 >999 240 MT20 185/144
8 >687 180
6 nla nla
Weight: 921b
2..()..1) oc puriins (3-2-6 max.), except end verticals.
6-0-0 oc bracing.
1 Brace at Jt(s): 5, 9, 10
TOP CHORD 1-12=-5126/585, 2-12=-48391604, 2·3=-3169/372, 3-13=-28751299, 13-14=-2800/305, 4-14=·26601319, 4-5=-261/67, 6-11=-577/133, 5-11=-577/133
BOT CHORD 1--8=-655/4770, 7-8=-655/4770, 6-7=·34312914
WEBS 2-8=0/429, 7-9=0/819,4-9=0/824, 2-7=-1905/324, 4-10=-3167/441, 6-10=·3258/451, 3-9=-252/80, 9-10=·127/67, 10.11=-104/58
NOTES
1) Wind: ASCE 7..()5; 90mph; h=25ft; TCDL=6.0psf; BCDL=6.0psf; Category I!; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ;
end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33,
2) TCLL: ASCE 7..()5; Pf--40.0 psf(flat roof snow); Category !I; Exp C; Partially Exp.; Ct= 1
3) Unbalanced snow toads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection,
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 300 !b uplift at joint 6 and 256 !b uplift at join! 1.
8) This truss is designed in accordance with the 2006lnternational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS!fTPI 1.
9) Design assumes 4x2 (flat orientation) purllns at oc spacing indicated, fastened to truss TC wf 2-10d nails.
LOAD CASE(S) Standard
Scale= 1:27.
0-0-0
-::re;-~ -.5 :.n.e.l-\
3~ ss-~ '· Rt> .. ·,...,
C..MJ.!,.J Qo>. ..e C'&.
i5":Z3"W·At01<C IH( LIN[ B ETW£fN
P!l()P£RTy AS 1.101\iUI.I(!'<T£( J AND
• -SURVEYOR OR "SCARROW , & .WAlKER. •W.
~TS. RICHTS--<lf-WAYS 0~ OTHER
"ERENCEO ~£REOI<. • . -
IMPROIIEMEil T SUR VF_ y -
I r!Efi(BY CERTifY TtiAT "THIS !I.!PROII(MEiil SURi.t:Y WAS ?lllPAA£0 BY SC~RROW 1'-
.lllC. f"OR-JOliN f": MCCUNE_ AI'!O tAIIO liTlE CUARNliff. COMPAf4~ 0( GlENWOOD. Sl
UNDER IJ"f D!RECT. SUPER\IISION llt!O CW.:CK11'!G AND IHJ.I ·I •S TRUE J\No CORRECT
Of" tAY KNOI'IU_i)Cf AND B(llff"
I flJRTI-lER CERllFY THt-l TH£ tUPR0\1£'-I[NTS Oli Ttjf ABOVE O(SCRIBEO -PARCEl Qt,
O•.•E. MARCI-l B. 200-'. EXCi.PT Ul!U1Y COtiNECIIONS ARt ftniREt y WITHIN THt BC
0" JH( PARCEl. (XCEPT AS SHOWN. THo\! TH£R[ ARE ·NO E.NCROACtiMEl'! IS liPOI'I r
Pll(MIS[S BY 1MPROVEMENTS ON "AJotY ADJOINING PREMISES. ['C£PT A$ INOICAT£0. ,,
•S NO APPAREI4T" [\IIOENC£ "OR SIGN: Of ANY EAS(MEtlT (.'ROSSING OR BURDENING AI
PAACEt. EXCEPT AS NOTED. -: _ .• · -_ • .
TtiiS lt,IPROVEU6H 5URII£Y ODES NOT RCPRESENT A Tilt[ &AROJ"BY -SCARROW ~t;,
U<C. TO DETERMINE OWNERSHIP OR EASEI.IfNlS Of RECORD. Al~· ll'!rQRidATIOt< REG~R.
01\A>IERSHrP. l;ASEMENTS ANO OTHER (i'!CUI.IBRANCtS __ Of RECORD «i>.S OtFAil<£0 rne-
·!C A TITLE INSURANCE COI.!Mlli.IEIH ISSUED BY lAl'IO IHLE GUARANTEE Of CLEI'<W'IIt
ORDER f<O. CW24l550. HrEcm.t: OAT( MAY JO, ?004.
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EXISTING ROAD ----~===----------c-20' I 06'25'03" w
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BOOK 488
PAGE 413
NOTES
BEARING FOR THIS SURVEY IS A BEARING OF S.89"55'23"W ALONG THE LINE BETWEEN
AND 31 ALSO BEING THE SOUTHERLY LINE OF THE PROPERTY AS MONUMENTED AND
)N.
VEY DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR SCARROW & WALKER, INC.
>PERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS, RIGHTS-OF-WAYS, OR OTHER
AS NOTED ON A llTLE INSURANCE COMMITMENT REFERENCED HEREON.
:S FDR THIS PROPERTY ARE ACCORDING TO RECORD INFORMATION AND MONUMENTS AS
;HOWN,
-N, YOU MUST COMMENCE. ANY LEGAL ACTION 8ASEO UPON
HREE {J) YEARS AfTER YOU DISCOVER SUCI:! DEFECT. lN
)ON ANY DEFECT !N 1HlS SURVEY BE COMMENCED MORE
t OF CERnF'lCATION SHOWN HEREON.
'
. (BOOK 4 1 PI
SEMENT
~E 479)
GRAVEL
------------------------..,_ ---"'--
(BOOK 488 PAGE 413) AND (BOOK 612 PAGE 548)
:3" w 692 .54'.
~ PHONE RISER
IMPROVEMENT SURVEY CERTIFICA 11E
w.c.
1/4
30 I
FOGN'i'i'";
REBAR
EREBY CERTIFY THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY SCARRO>
':INC. FOR ROBERT WILLIAMS AND PAMELA ZENTMEYER AND STEWART TITLE C
NY, UNDER MY DIRECT SUPERVISION AND CHECKING AND THAT IT IS TRUE ANI
: BEST OF MY KNOWLEDGE AND BELIEF.
JRTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL
14AY 20, 2008, EXCEPT UTILITY CONNECTIONS ARE ENllRELY WITHIN THE SOU
. PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON T
3ED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS II
IAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING
liNG ANY PART OF SAID PARCEL, EXCEPT AS NOllED.
I IMPROVEMENT SURVEY DOES NOT REPRESENT A TITLE SEARCH BY SCARRCW
:, INC. TO DETERMINE OWNERSHIP CR EASEMENTS OF RECORD. ALL INFORMATI>
•lNG OWNERSHIP, EASEMENTS AND OTHER ENCUMBRANCES OF RECORD WAS Ot
.ND SUBJECT TO A llTLE INSURANCE COMMITMENT ISSUED BY STEWART TITLE
IY, ORDER NUMBER 11629, EFFECTIVE DATE APRIL 4, 2008. f?SS'
J!,._c;";~~
DON A. BAGENT
COLORADO REGISTERED PROFESSIONAL
LAND SURVEYOR #26950
FOR AND ON BEHALF OF SCARROW & WALKER,
~~/\~
II tJ' ~~-\ 2 -~~ ... INC. J -·\:\ ...
""'f11
Parcel Detail Page 1 of3
Garfield County Assessor/Treasurer
Parcel Detail Information
Assessor/Tre:;tsJJIS)LJ:ropem Search I AsJ>essor Subset Qum I Assessor Sales Sean:_h
Clerk & Recmd~r.Reception Sem:£h
BasiJ<BJJilrling Characts:xisJics I Jax Information
!':;trc_el Detail I Valu~Jd~tflil I Sales D.~lail I Residential/Comerci.llUnwrovement Detail
LanJi Detail I Photogr<~ph.s I Mill Leyy Reve.nu~s Detail
I Tax Area II Account Number II Parcel Number II 2008 Mill Levy I
I 011 II R011398 II 239130300013 II 60.542 I
Owner Name and Mailing Address
!HOLGUIN, MARCELINO
1274 LARIAT ROAD
[SILT, CO 81652
Assessor's Parcel Description
(Not to be used as a legal description)
[SECT,TWN,RNG:30-7-87 DESC: ALL THAT
[PROF LOTS 5 & 7 LYING SWL Y OF CO.
[RD. 10 BK:0318 PG:0429 RECPT:760210
[BK: 1870 PG:786 RECPT:712482 BK: 1752
IPG:859 RECPT:687883 BK: 1752 PG:858
IRECPT:687882 BK:1589 PG:880
[RECPT:652561 BK:1363 PG:367
IRECPT:605360
Location
I
I
I
I
I
I
I
I
I
I
I
Physical Address: [[3655 100 COUNTY RD CARBONDALE[
Subdivision: I
Land Acres: I 3.82
Land Sq Ft: I 0
II II
http://www.garcoact.com/assessor/Parcel.asp? AccountNumber=RO 11398 1/30/2009
Parcel Detail Page 2 of3
lr=l ===Se=~t=~o==n =~[!:= =T==o=w;=sh~ip==l[:=[ ==R=:~=!-~g~e ==lll
2008 Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II 26o,oooll 20,7001
I Improvements: II 147,oooll 11,700/
I Total: II 407,00oll 32,4001
Most Recent Sale
Sale Date: 1112/15/2008
Sale Price: ll~'=7o==o=,o==o=='o======='=ll
Basic Building Characteristics
Number of Residential 0 Buildings:
Number of Commllnd 0 Buildings:
No Building Records Found
Tax Information
I Tax Year II Transaction Type II Amount I
I 2008 II Tax Amount II $1,961.561
I 2007 II Tax Payment: Second Half II ($985.66)1
2007 II Tax Payment: First Half II ($985.66)1
2007 II Tax Amount II $1,971.321
2006 II Tax Payment: Second Half II ($946.86)1
2006 II Tax Payment: First Half II ($946.86)1
2006 II Tax Amount II $1,893.721
I 2005 II Tax Payment: Whole II ($1;901.94)1
I 2005 II Tax Amount II $1,901.941
I 2004 II Tax Payment: Second Half II ($403.51)1
II
http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R011398 1/30/2009