HomeMy WebLinkAbout20192468.tiffAugust 6, 2019
Petitioner:
SWANSON VALERIE J
1093 GREENS PL
ERIE, CO 80516-4703
CLERK TO THE BOARD
PHONE (970) 400-4226
FAX (970) 336-7233
WEBSITE: www.weldqov.com
1150 O STREET
P.O. BOX 758
GREELEY CO 80632
Agent (if applicable):
RE: THE BOARD OF EQUALIZATION 2019, WELD COUNTY, COLORADO
NOTICE OF DECISION
Docket 2019-2468 Appeal 2008224166 Hearing 8/5/2019
Dear Petitioner:
On the day indicated above, the Board of County Commissioners of Weld County Colorado convened and
acting as the Board of Equalization, pursuant to C.R.S. §39-8-101 et seq., considered petition for appeal of
the Weld County Assessor's valuation of your property described above, for the year 2019.
Account # Decision
The Assessment and valuation is set as follows:
Actual Value as Actual Value as Set by
Determined by Assessor Board
R3272704 Stipulated - Approved
Stipulated Value
$752,239 $692,000
A denial of a petition, in whole or in part, by the Board of Equalization must be appealed within thirty (30)
days of the date the denial is mailed to you. You must select only one of the following three (3)
options for appeal:
1. Appeal to Board of Assessment Appeals: You have the right to appeal the County Board of
Equalization's decision to the Colorado Board of Assessment Appeals. A hearing before that Board
will be the last time you may present testimony or exhibits or other evidence, or call witnesses in
support of your valuation. If the decision of the Board of Assessment Appeals is further appealed to
the Court of Appeals pursuant to C.R.S. §39-8-108(2), only the record of proceedings from your
hearing before the Board of Assessment Appeals and your legal brief are filed with the appellate
court.
All appeals to the Board of Assessment Appeals filed after August 10, 2019, MUST comply with the
following provisions of C.R.S. §39-8-107(5):
(5)(a)(I) On and after August 10, 2019, in addition to any other requirements under law, any petitioner
appealing either a valuation of rent -producing commercial real property to the Board of Assessment Appeals
pursuant to C.R.S. §39-8-108(1) or a denial of an abatement of taxes pursuant to C.R.S. §39-10-114 shall
provide to the County Board of Equalization or to the Board of County Commissioners of the County in the
case of an abatement, and not to the Board of Assessment Appeals, the following information, if applicable:
(A) Actual annual rental income for two full years including the base year for the relevant property tax year;
(B) Tenant reimbursements for two full years including the base year for the relevant property tax year;
(C) Itemized expenses for two full years including the base year for the relevant property tax year; and
(D) Rent roll data, including the name of any tenants, the address, unit, or suite number of the subject
property, lease start and end dates, option terms, base rent, square footage leased, and vacant space for
two full years including the base year for the relevant property tax year.
(II) The petitioner shall provide the information required by subparagraph (I) of this paragraph (a) within
ninety days after the appeal has been filed with the Board of Assessment Appeals.
(b)(I) The Assessor, the County Board of Equalization, or the Board of County Commissioners of the
County, as applicable, shall, upon request made by the petitioner, provide to a petitioner who has filed an
appeal with the Board of Assessment Appeals not more than ninety days after receipt of the petitioner's
request, the following information:
(A) All of the underlying data used by the county in calculating the value of the subject property that is being
appealed, including the capitalization rate for such property; and
(B) The names of any commercially available and copyrighted publications used in calculating the value of
the subject property.
(II) The party providing the information to the petitioner pursuant to subparagraph (I) of this paragraph (b)
shall redact all confidential information contained therein.
(c) If a petitioner fails to provide the information required by subparagraph (I) of paragraph (a) of this
subsection (5) by the deadline specified in subparagraph (II) of said paragraph (a), the County may move
the Board of Assessment Appeals to compel disclosure and to issue appropriate sanctions for
noncompliance with such order. The motion may be made directly by the County Attorney and shall be
accompanied by a certification that the County Assessor or the County Board of Equalization has in good
faith conferred or attempted to confer with such petitioner in an effort to obtain the information without action
by the Board of Assessment Appeals. If an order compelling disclosure is issued under this paragraph (c)
and the petitioner fails to comply with such order, the Board of Assessment Appeals may make such orders
in regard to the noncompliance as are just and reasonable under the circumstances, including an order
dismissing the action or the entry of a judgment by default against the petitioner. Interest due the taxpayer
shall cease to accrue as of the date the order compelling disclosure is issued, and the accrual of interest
shall resume as of the date the contested information has been provided by the taxpayer.
Appeals to the Board of Assessment Appeals must be made on forms furnished by that Board, and must be
mailed or delivered within thirty (30) days of the date the denial by the Board of Equalization is mailed to
you.
The address and telephone number of the Board of Assessment Appeals are:
Board of Assessment Appeals
1313 Sherman Street, Room 315
Denver, Colorado 80203
Telephone Number: (303) 864-7710
Email: baa@state.co.us
Fees for Appeal to the Board of Assessment Appeals: A taxpayer representing himself is not charged for the
first two (2) appeals to the Board of Assessment Appeals. A taxpayer represented by an attorney or agent
must pay a fee of $101.25 per appeal.
OR
2. Appeal to District Court: You have the right to appeal the decision of the Board of Equalization to the
District Court of the county wherein your property is located: in this case that is Weld County District
Court. A hearing before The District Court will be the last time you may present testimony or exhibits
or other evidence, or call witnesses in support of your valuation. If the decision of the District Court is
further appealed to the Court of Appeals pursuant to C.R.S. §39-8-108(1), the rules of Colorado
Napellate review and C.R.S. §24-4-106(9), govern the process.
OR
3. Binding Arbitration: You have the right to submit your case to binding arbitration. If you choose this
option, the arbitrator's decision is final and you have no further right to appeal your current
valuation. C.R.S. §39-8-108.5 governs this process. The arbitration process involves the following:
a. Select an Arbitrator: You must notify the Board of Equalization that you will pursue
arbitration. You and the Board of Equalization will select an arbitrator from the official list of
qualified people. If you cannot agree on an arbitrator, the District Court of the county in which
the property is located (i.e. Weld) will select the arbitrator.
b. Arbitration Hearing Procedure: Arbitration hearings are held within sixty (60) days from the
date the arbitrator is selected, and are set by the arbitrator. Both you and the Board of
Equalization are entitled to participate in the hearing. The hearing is informal. The arbitrator
has the authority to issue subpoenas for witnesses, books, records documents and other
evidence pertaining to the value of the property. The arbitrator also has the authority to
administer oaths, and determine all questions of law and fact presented to him. The
arbitration hearing may be confidential and closed to the public if you and the Board of
Equalization agree. The arbitrator's decision must be delivered personally or by registered
mail within ten (10) days of the arbitration hearing.
c. Fees and Expenses: The arbitrator's fees and expenses are agreed upon by you and the
Board of Equalization. In the case of residential real property, the fess may not exceed
$150.00 per case. For cases other than residential real property, the arbitrator's total fees
and expenses are agreed to by you and Board of Equalization, but are paid by the parties as
ordered by the arbitrator.
If you have questions concerning the above information, please call me at (970) 400-4226.
Very truly yours,
BOARD OF EQUALIZATION
CLtC. �IG'C.
Esther E. Gesick
Clerk to the Board
Weld County Board of Commissioners
and Board of Equalization
cc: Brenda Dones, Weld County Assessor
COUNTY BOARD OF EQUALIZATION
WELD COUNTY
Single County Schedule Number R3272704
STIPULATION (As To Tax Year 2019 Actual Value)
RE PETITION OF :
NAME:
ADDRESS:
Nathan Swanson
1093 Greens Place
Erie, CO
80516-4703
Petitioner (s) and the Weld County Assessor hereby enter into this Stipulation
regarding the tax year 2019 valuation of the subject property, and jointly move the
Board of Equalization to enter its order based on this Stipulation.
Petitioner (s) and Assessor agree and stipulate as follows:
1. The property subject to this Stipulation is described as:
ERI 1 DVR L33 VISTA RIDGE FG 10
2. The subject property is classified as Residential property.
3. The County Assessor originally assigned the following actual value to the
subject property for the tax year 2019 :
Total $752,239
4. After further review and negotiation, Petitioner (s) and Weld County Assessor
agree to the following tax year2019 actual value for the subject property:
Total $692,000
5. The valuation, as established above, shall be binding only with respect to tax
year2019 .
6. Brief narrative as to why the reduction was made:
Correction of square footage.
7. Both parties agree that:
21The hearing scheduled before the Board of Equalization on 7/30/2019
at 1:30 be vacated.
nA hearing has not yet been scheduled before the Board of Equalization.
1
aotq-�1CcS
ASoto3
DATED this 9th day of July 2019
Nathgn SWGlr)Son �r_ �yl°✓ .
Nathan $wan5on l lug 10,2019,
Petitioner(s) or Agent or Attorney
Address:
1093 Greens Place
Erie
Telephone: 5055067995
Docket Number R3272704
Stip-1.Frm
(Assistant) County Attorney for
Respondent, Weld County Board of
Commissioners
Address:
1150 "O" Street
P.O. Box 758
Greeley, CO 80632
Telephone:(970) 336-7235
County Assessor
Address:
1400 N.17th Avenue
Greeley, CO 80631
Telephone: (970) 400-3650
2
R3272704/Nathan Swanson
Final Audit Report
2019-07-10
Created: 2019-07-09
By: Debra Jakino (djakino@co.weld.co.us)
Status: Signed
Transaction ID: CBJCHBCAABAA_2B5_LK1FZPPXnisViXo1FSoeZb88stU
"R3272704/Nathan Swanson" History
Document created by Debra Jakino (djakino@co.weld.co.us)
2019-07-09 - 9:36:27 PM GMT- IP address: 204.133.39.9
.} Document emailed to Debra Jakino (djakino@co.weld.co.us) for approval
2019-07-09 - 9:36:28 PM GMT
n Document approved by Debra Jakino (djakino@co.weld.co.us)
Approval Date: 2019-07-09 - 9:36:56 PM GMT - Time Source: server- IP address: 204.133.39.9
E. Document emailed to Marta Arndt (marndt@weldgov.com) for approval
2019-07-09 - 9:36:58 PM GMT
n Email viewed by Marta Arndt (marndt@weldgov.com)
2019-07-09 - 9:41:28 PM GMT- IP address: 204.133.39.9
to Document approved by Marta Arndt (marndt@weldgov.com)
Approval Date: 2019-07-09 - 9:48:44 PM GMT - Time Source: server- IP address: 204.133.39.9
Document emailed to Brenda Dones (bdones@co.weld.co.us) for signature
2019-07-09 - 9:48:46 PM GMT
Email viewed by Brenda Dones (bdones@co.weld.co.us)
2019-07-09 - 11:47:54 PM GMT- IP address: 204.133.39.9
Co Document e -signed by Brenda Dones (bdones@co.weld.co.us)
Signature Date: 2019-07-09 - 11:48:27 PM GMT - Time Source: server- IP address: 204.133.39.9
C Document emailed to Nathan Swanson (natedoggg@excite.com) for signature
2019-07-09 - 11:48:29 PM GMT
Email viewed by Nathan Swanson (natedoggg@excite.com)
2019-07-10 - 3:58:24 PM GMT- IP address: 173.242.16.107
Adobe Sign
Cda Document e -signed by Nathan Swanson (natedoggg@excite.com)
Signature Date: 2019-07-10 - 4:03:57 PM GMT - Time Source: server- IP address: 173.242.16.107
C -1y Document emailed to Karin McDougal (weld-cboe@weldgov.com) for signature
2019-07-10 - 4:03:58 PM GMT
'n Email viewed by Karin McDougal (weld-cboe@weldgov.com)
2019-07-10 - 5:08:48 PM GMT- IP address: 204.133.39.9
66 Document e -signed by Karin McDougal (weld-cboe@weldgov.com)
Signature Date: 2019-07-10 - 5:11:26 PM GMT - Time Source: server- IP address: 204.133.39.9
f� Signed document emailed to canaya@weldgov.com, Marta Arndt (marndt@weldgov.com), Debra Jakino
(djakino@co.weld.co.us), Nathan Swanson (natedoggg@excite.com), and 2 more
2019-07-10 - 5:11:26 PM GMT
Adobe Sign
Thank you for submitting an appeal to the Weld County Board of Equalization. We will
review the information submitted and you will receive a date to appear before the board.
Contact Information:
Contact Name: Nathan Swanson
Contact Email: natedoggg@excite.com
Contact Phone: 505-506-7995
Appeal Submitted: 09:05 AM June 26, 2019
Appeal submitted for:
R3272704 - SWANSON VALERIE J
1093 GREENS PL, ERIE
Legal: ERI 1DVR L33 VISTA RIDGE FG 1D
Reason: Incorrect Info - We looked at our building plans, and we believe what's listed
on Weld county portal for our home square footage is incorrect. Between the main and the
upper floor, we calculate there is approximately 2800 square feet. The finished basement is
roughly 1200 square feet (the mechanical room is unfinished). On the Weld county portal, it
has us listed at over 5000 square feet, which is roughly a 1000 square feet too much. We
speculate that our 1st floor
wrap -around deck outside was erroneously included in the home square footage. We would
like this adjusted in our current assessment, and we would also request a tax refund for prior
years dating back to 2016, as these years would have been incorrect as well for our property
taxes. I've attached our floor plans and our stamped structural plans for reference.
Thank you.
Estimate of Value: $625,000.00
Document(s) Submitted:
Account: R3272704 - SwansonResidence 4-03-15.pdf
Account: R3272704 - S2E - Swanson Residence StructuralPermit 4-2-2015.pdf
You have selected the following Date Preferences:
Tuesday, July 30, 2019, from 1:30 p.m. to 4:30 p.m.
Thursday, August 1, 2019, from 1:30 p.m. to 3:30 p.m.
Thursday, August 1, 2019, from 9:00 a.m. to 12:00 p.m.
Monday, July 29, 2019, from 3:00 p.m. to 4:30 p.m.
Thursday, July 25, 2019, from 9:00 a.m. to 12:00 p.m.
Thursday, July 25, 2019, from 1:30 p.m. to 4:30 p.m.
The Appeal process can take several weeks for us to complete. You will receive a written
decision on your appeal within five (5) working days of your hearing.
We thank you for your submittal.
Weld County Board of Equalization
2019-2468
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PLYWOO0 SHEATHING
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PLYWOOD SHEATHING
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PLYWOOD SHEATHING
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R f5 CONTINUOUS
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VOW FLOOR AND WALL FRAMING
SEEL BEAM
BEAD POCIET
AS ONC[URTSNADE OR CONCRETE SLAB
STEEL SHIMS TO LEVEL BEAM. MP.
POCKET AFTER LEVEL
CONCRE1E GRADE DEAN
2 f5 CONTINUOUS
IO' HIGI VOID FORM
BIDE
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STEEL BEAM AT CONCRETE FOUNDATION
NO SCALE
I01-01
'rTl-rl�l7i Sul
T IL!mWml l 111
X WOOD MD WALL Al I6' D.C.
PLYWOOD SNEA1HING
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11. IIE BEAM OATH M
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D PER REINED.. TO TOP OF
BEAM
101 VOID FORM BEYOND
DRILLED PIER
CONCRETE GRADE BEAM AT CONCRETE DRILLED PIER
NO SCALE
IOI-01
ALL BEYOND
CONCRETE SLAB
1/2' EXPANSION ,0N1 MATERIAL
OGEPCxuG STEW WALL B' Al DOOR
CONCRETE SLAB
CONCRETE STEM WALL
101 VOID 1-01111
OPENING SLAB AT CONCRETE FOUNDATION
NO SCALE
24 I 24 IN
LOP OF CONCRETE WALL
TOP WALL REINFORCING
AAOVE,F AE 3
TYPICAL OPENING IN CONCRETE WALL
NO SCALE
101-01
R f5 VERIICAL5 EACH 500
NLL H[IGNi OF WALT
IDI-DI
PLYWOOD WEB JOIST
',moo SHEATHING
IR TREATED 'WET SE/ LEDGER
WITH I) TAGGERED O 21 X 41 LAO IOP AND BOTTOM
Mir Al ]2' O.C. FIRST Two
CONCRE1E WALL SEE DETAIL 103
RIM BOARD AT CONCRETE FOUNDATION
NO SCALE
311JIL-I JIE 0 gEITEI
WOOD FLOOR JOISTS AT STEEL BEAM
0 SCALE
ICI -DI
EEL POST
PLYWOOD SHEATHING
SIMPSON OS MANGER
PLYWOOD WEB JOG"
STEAL BEAM W/ RA NMLfP. A1IACHCD
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101-01
WOOD FLOW FRAMING
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BEAM POCKET
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CONTROL JOINTS IN CONCRETE SLAB ON GRADE
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CO SEEM WALL OR FOOTING
'ENFORCING
BARS PER PLANS AND/OR
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L REINFORCE,
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TTiJI�I�ITt-W� T(H
601 -DI
PLYWOCIO MIST
PLYWOOD SHEATHING
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WOOD POST
0 NOON ERNE.
BLOCKING BY JEST DER.
5 EL BEAM W/ 2X NAILER, 01150X50
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WOOD FLOOR JOISTS AT STEEL BEAM
501 -DI NO SCALE 101-01
PLYWOOD SHEATHING
w000 STUD WALL
PLYWOOD WEB JOISTS
I I/O' 1IYBERSIRARO La RIM BOARS
IBS IW NAIL AT I2' O.C.
BLE TOP PLATE
D STUD WALL
PLYWOOD WEB JOIST AT WOOD STUD WALL
NO SCALE
P015015 SNFAMNO II R II tl PLYA000 SIEAINIMS
OD STUD WALL
I I/A' AIMBERSTRAND LSL RIM BOARD
Y12000 WEB JOIST BLOCKING AT 12'
O.C., BACK SPAN NNW. 2A'
TREATED WOOD PLATE
C RCM WALL
CANTILEVERED FLOOR FRAMING AT CONCRETE WALL
NO SCALE
ETAL FLASHING
YPSON LUS TYPE HANGER
ND TREATED 5000 LEDGER WITH (])
LA16W1 oEPixS Al ID' O.C., MATCH
ADOIIDIONAL IMO MMAOR IION 05 FOR
DECK FRAMING AT WOOD STUD WALL. _
NO SCALE
DECK FRAMING AT WOOD BEAM
NO SCALE
FLOOR JOISTS AT FLUSH BEAM
WOOD STUD WALL
PLYINCO w[a JESTS
1 1/A' TIMBERSIRANO LSL RIM BOARD
DOUBLE 2X TOP PLATE
WOOD STUD WALL
PLYWOOD FLOOR SHEATHING
PLYWOOD WEB MIST
SIMPSON S HANWR AT MICROUY
BEAMS
PLYWOOD ROM SHEATHING
PL.OOD WEB MST
NYPSON I15 TOP FLANGE MANGER
WOER 1N0H IT GE YZIYIID . /A
NO SCALE
601-01
SHE�MINc
PLYWOOD N[N .ST
2X BASE PULE
2 x 6 LOTS 5111 PRESEJ. 70"D
LONG ANCHOR WOW RAR NBOLTS AT
TOAB x t0'
x E5 CONTINUOUS
FIN.E0 GRADE W GRAM
GRADE W CONCRETE SUB
CONCRETE WALL
FLOOR JOISTS AT CONCRETE FOUNDATION
NO SCALE
NWD
NO
FLOOR FRAMING AT CONCRETE WALL
NO SCALE
PLY11wJ .ATNNG
WOW SND WALL
PLYWOOD DEB JESTS
11/X" EMBERSTRAN0 0a RIM BOARD
JOIST1 321 0.[. AT FIRST
(21.OST SPACES
n VT NA.
1'09 AxcxW Gals Al m-o.c
NSHFO WAO5 OR CONCRETE SUB
2 05 CONTINUOUS Al TOP OF WALL
CONCRETE WALL
PL
NO WALL
PLYWOOD WEB JESTS
I I/A' 1IYB0R5TRANO LSL RID BOARD
1/r DIA.
K to Axcxoe eans5ni lAB' o.c.
KS WNINUEJS AI 1CP OF WALL
EI SHIMS 10 LEM(L BEAN, NEP.
E1 AFTER LfKI
STEEL BEAM AT CONCRETE FOUNDATION
NO SCALE
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2015-026
S2.2
OF SiE. C CCPCZICkit 20.
EIE PCPROOUCE13. COPED
WOOD TRUSS AT WOOD FLOOR FRAMING
PLY.OD ROOF SHEATHING
PREFAB WOOD TRUSS
RY BLOOMING AT EVERY OTHER TRUSS
SPACE. M1TH J - 16d TOENAILS 10
S
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NO SCALE DDT -01
PL ATHING
CONTINUOUS 'LET IN. LEDGER
WOOD SMO WALL
HANGER BY TRUSS NIFR
o TRUSS
NO SCALE
WOOD TRUSS AT WOOD STUD WALL
NO SCALE
601-01
PLYWOOD SHEATHING
WOOD TRUSS
PL
W000 TRUSS
PSOx HE, AT EACH TRUSS
STUD WALL
ASSEMBLY PER ARC.
601-01
ROOF FRAMING PER DETAIL IDS
WOOD STUB MALL
PLYWOOD SHEATHING
HIGH ROOF FRAMING AT LOWER ROOF FRAMING
PLYWOOD ROOF SHEATHING
PREFAB WOOD TRUSS
EX BLOM. AT EVERY OMER TRUSS
- 6d TOENAILS TO
TOP PLATE
DOUBLE 211 TOP PLATE
MPSON H2.5 AT EACH TRUSS
WOOD STUD WALL
PLYWOOD SHEATHING
PREFAB WOOD TRUSS AT WOOD STUD WALL
NO SCALE
601-01
PLYWOOD ROOF SHEATHING
2 K 0 OUTRIGGERS Al Er O.C.
2K BL.ING
PREFAB .011 TRUSS
TOE NAIL Al 12. OD
COUBLE 2,1 TOP PLATE
WOOD STUD WALL
PLYWOOD SHEATHING
PREFAB WOOD TRUSS AT WOOD STUD WALL
NO SCALE
601 -DI
PL AT ING
PL,11000 WEB JOIST
BL
V.60110GER, BACK
ATTACH NAIHM]IROUwS IOU
NAILS Al Fr OC
61 OSB WEB FILLER AT BEAR
ILL
MCBLE TOP PLATE SHL9 AT EACH ,Ig5D0EHl[D
BEARING
STUD NALL
PLIWOOD SHEATHING
WOOD JOIST AT WOOD STUD WALL
NO SCALE 601-01
OUTRIGGER AT WOOD STUD WALL
WOOD STUD WALL HEADER SCHEDULE
NO SCALE
WOOD JOIST AT WOOD BEAM
NO SCALE
601-01
STRAP W/(201 IAd K P PLO
OIN/RG NAILS A B SPLICE
2X BLODAING. NAM HOLES FOR
VENTILATION. ALTERNATE LADES
PLYWOOD ROOF SHEATHING
MOD JOST
I) SIMPSM H2.5 AT EACH JOIST
WEB FILLER Al BEARING
601-01
CONNEC➢ON
NAILING
AMST 10 ALL SRL OR GMER. . NAIL
6 - Bd
BRICGNG 10 Jd5T, 1M NAIL EACH END
2 - ad
PLATE TO MIST OR BLOCKING, FACE NAR
160 Ole 0
TOP PLATE TO STUD, END NAIL
2 _ d
STUD 10 PLATE
ad. NAIL
OR 2 - 16d END NAIL
COWED STUDS, FACE NAIL
led 0 21 O.C.
DOUBLED TCP PLATES, FACE NAIL
O.C
1W PLATE. LAPS AND INTERSECTIONS. FACE NAIL
2 - lad
CONTINUOUS HEADER. IWO PIECES
11Bdd 0 IV 0,C.
ALONG EACH EDGE
COuNG JOISTSPLATE,
CONGRUOUS HEADER TOSTUDS.. NAIL
A — 60
CORING MISTS, LAPS DNER PARTITION, FACE NAIL
B —1Rd
CAGING ANSI TO PARALLEL RAFTER, FACE NOE
6— 16d
RAFTER TO PLATE. TOE NAIL
G — 6d
BUILT-UP CORNER STUDS
IBd 0 2A' O.C.
NAIUNG SCHEDULE - U.N.O. (INTERNATIONAL BUILDING CODE)
NO SCALE 601-01
ROUGH OPENING WIDTH
HEADER LIE
2X6
STUD WALL
NOES, OC. STAGGERED BOTH
2 - INN AS SHOWN
Adco OOEONAIL EACH BEARING STUD
OPf uluc GH6!-SOTq.NG GRG1E P
BAR G S ..BCE FOR °PENIN.
B
T. SCHEDULE MAY BE USED ONLY
WHERE NO OTHER6HEADER PLANS
AS BEEN
CALLED CUT ON
NO SCALE
602-01
TYPICAL SPLICE OF DOUBLE TOP PLATES
NO SCALE
612-3101
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ROOF
FRAMING
DETAILS
AK
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2015-026
S2.3
WOOD POST FOUNDATION
NO SCALE
NOM POST
ARCA WRIER
YXDC4 SHEATHING
MOOD STUD WALL
SIMPSON ABU POST BASE
N THE AE OTC I/O OA.
xPEATE ni 10' O.L.,
MINo(2) PER PLAY
FWISP GRADE
µ SIC 2 AT TOP AND :Bb0
SPARE 00 VERTICALS
POST BASE WIN L
IQ VINO FORM
c['RORER PIER FOUNDATION
PLYWOOD SHEATHING
E«G AT ICI D.c. WITH (]1 LEDGER
601-G1
PLYWOOD WEB COSTS
PLYWOOD SHEATHING
1 1/4' TIMBERSIRAN0 LLE RIM BOARD
LUS HANGER
STS
ICH 1
BEVELED BEARING PLATE
DOUBLE 2X TOP PLATE
STUB
GENERAL STRUCTURAL NOTES
BUILDING CODE:
422 ERITON OE THE INTERNATIONAL RESOExTIA�O[DDE.
LOADS:
ROOF LIVE LOAD 30 SF (SNOW).
oR 02222 Loeo . 4 Pv.
FLOOR DEAD LOAD - 16 PSF
STAIR LIVE LOAD TOO PST0ND LOAD TOO MPH WM SPEED EXPOSURE C.
SEISMIC DESIGN CATEGORY B.
FOUNDATIONS:
FOUNDATION DESIGN BASED ON SOIL INVESTIGATION REPORT BY SMOG, INC JOB 2:
13-115D. DATED DECEMBER 11, 2013 FOUNDATION 70 BEAR ON DEEP DRILLED
CONCRETE PIERS PER THE REPORT MTH THE FOLLOWING GIVEN GUIDELINES
MINIMUM PIER LENGTH
MINIMUM BEDROCK PENETRATION
MAXIMUM END BEARING CAPACITY
1,111UM ENDEBEARNG PRESSVRE REQUIRED
16,0110 PSF
MINIMUM VOID FORM SPACE
MINIMUMB o CONCRETE: Y STRENGTH ],000 PO EXCEPT AS FOLLOWS:
FOUNDATION WALLS AND GRADE BEAMS ],000 PS
FIZDA OI.TA0E ],COO PSI
MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SUBS ON GLADE
NEED BE SERRATED Y
FOR CONCRETE *MOUTPL45vCZER.0ER-ROOR DUERRT Is W
. A HIGHER FINAL SHAWMAY BE ALLOWED UPON STRUCTURAL ENGINEERS APPROvAl.
FLY ASH - SHALL BE LIMITED TO lei OF CEMENTTOUS MATERIALS AND SHALL HAW A
SHALL BE USEDtIORAOF 12 RELATIVE TO CEMAS ADDITIVES
TWORK ENT EXPOSED CONCRETE. R
REINFORCING:
nI(Fy GO
RS, WIIDEFORMED BBARS.
RE PER ASM ADSN TAO( WELDINGOW
REINFORCING BARS ALLIRE FABRIC R
DWEO
COOED ANO RDETAA NG M u11aEPOaRPLYRE WLEA 1CONCRE Elu OVER NCESEAs FOLLOWS: ACI
CAST AGAIN EARTH PERMANENTL
Y EXPOSED TO EARTH ]•
EXPOSED
CCNRD SMALLERATEST EDITOR OF AO 318.
LAP SPLICES IN CONCRETE,
LAP . UNLESS NOTED SE. SHALL BE CLASS 'B. LAP SPLICES
PER LAPS N WELDED ECITIWIBE EAB TIC ACI ISHALLWBE MADE SOSPLICES
THATN HE OVERLANIMUM OF P, MEASURED E LAP TH
BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET, IS NOT LESS THAN THE
SPACING OF CROSS 0RES PLUS 2 INCHES. ALL REINFORCING BE CHAIRED 70 ENSURE
PROPER CLEARANCES SUPPORT OF OATON REINFORCING MUST PROVIDE
ISOLATION FROM MOISTURE/CORROSION.
ALL SPLicE STRUCTURAL ENGINEER
E BENS NOENER BARS TO CATIONS SUBJECT TO APPROVAL BY THE HORIZONTAL BARS AT ALL
RSECTONS PERMTY CAL AND
REINFORCING BARHANDB0OK.
ARE DOWELPALLUM ON VERTIALNRIERS. ALL BARS PER CRSI EINFORCING TO FOUNDATION5WIHFICATIONS AND ISTANDARD 90 DEGREE HOOKS
UNLESS NOTED oTHEROSE SECURELY TIE ALL BARS IN LOCATION BEFORE WING
E. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE 4STANDARDCOMPRESSION RA
THE ACI ]IR. ALL SHALL HAVE CURRENT H EMBEDMENT RCC-ESAGTH PPROVAL. LATEST EDITION BE
PREMANUFACTURED :.JOISTS:
DESIGN, FABRICLATION ANO ERECTION IN ACCORDANCE WITH TH[ LATEST EDITION
- . CONNECTORS AND BEARING MATERIAL TO BE SHOP
CONNECTED 70 JOISTS AND DESIGNED AND FURNISHED BY JOIST FABRICATOR
PREFABRICATED WOOD TRUSSES:
PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS
LIVE D AND SUPERIMPOSED DEAD LOADS STATED IN THE STRUCTURAL
NOTES OR ED ON PLANS.
CURER UNLESS NOTED OTHERWSE SIZE
CONTRACTOR SHALL SUBMIT SHDP
ERECTOR DRAWINGS AND DESIGN ALCUUTONS SEALED BY
REGISTERED ENGINEER FOR RENEW PRIOR TO MANUFACTURE CALCULATIONS AND
SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED Al BEARING POINTS.
ALL CONNECTORS SHALL HAVE CURRENT ICC—ES APPROVAL.
WOOD:
SA. LUMBER
FRAMING LUMBER SHALL COMPLY WITH TH LATER EDIMN OF THE GRADING RULES
OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER
INSPECTOR BUREAU. ALL SAWN LUMBER SHALL BE STAMPED NTH THE GRADE MAR
OF AN ROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING
MINIMUM PROPERTIES:
FII Cr..)
(PSI)
(PSI)
(PSI)
TYPE
JG6TS:
2 X B W LARGER
I450((REP)
95
1,700.22:
N/n
Oof5150
TH c' OR LE55
REALER
TITAN 4.
5
t, m (SING)
300 (SING)
RS
05
,000,000
1.000,000
N/A
N/A
D.F 21
D.F.WT
LEDGERS AND TOP PLATES:
1250 (SING)
05
:,700.000
4,4,4
o.F. ID
STUDS:
R xn' 00 LARDER
B7 (REP)
1,150 (REP)
B5
1,)00,000
225
1.050
°6`..,.';:°
OO.F.s/2
PO575:
0 CR LARGER
4
1,000
F, Y2
fix 6
j; Toa (SING)
RS
I.600,ao0
1,000
D.P V
PLYWOOD:
ALL PLYWOOD SHAH BE C-0 EXTERIOR SHEATHING. STRUCTURAL 2 OR BETTER WITH
0R GLUE AND SHALL BEAR THE STAMP OF AN APPROVED ESTNG AGENCY,
PPORi5. s
JOINTS. ALL TTACHMENTS,OMMON NAILS. USE WOOD SCREWS. SCREWS ARE (OD HALL BE
FOR WOOD
TO OMINAL THICKNESS, SPAN/INDEX RATIO PLAND SHALL BE ATTACHED AS
HE
FDLLaws 00055 NOTEo OTHERWISE:
USE
THICKNESS
SP/INOEX
ANPATIO
EDGE
AIiACHMENi
INTERMEDIATE
ATTACHMENT
ROOF
1/0'
]2/15
Rd O S. 0C.
Rd O IY 0 C.
FLOOR
]/4• TAG
40/10
SCREWS O 5. AC.
SCREWS 0 ID' O.C.
EXERIOR
7/TR'
24/0
1N O 6' D.
BM a 12 O.C.
OOR SHEA HIM SHALL BE PS X 2 I/2' LONG FOR SHEATHING LESS
PSG -01 OUALIFED CLUE.OR SHEATHING SHALL BE GLUED TO JOISTS WITH AN APA
ALTERNATE: OSB ALTERNATE TO PLYWOOD:
AMERICAAN ALTERNATES TOOPLYW00D WH PROTAOMPIPCE ROVALPOF OWND ER,IENGNEERMAY RE ANUSED AS
FIND CO TRACTOR. WHERE ROOF IS ID RE GUARANTEED, II MAY NOT BE USED
XiHOUIOw•REv WIiHREt B.OFR EPORa1O N0 YSTEM NANUFACIURER. flA0 SM LEATHI� ATTACHM11NC EQUIVALENT ( OR BE I/RETHSN THE E THE SO 1E AERLACE5.
PLYWOOD
AND THICKNESS (WITHIN I/]2') SHALL BE THE SAME AS THE
PLYWOOD R REPLACER. INSTALL PER MANUFACTURERS RECOMMENDATIONS.
GENERAL:
xOr oR OIRRIL CNRAiExOINCERUO DOIIB E UP IiL00R ,pI5 5 µp PRHDR
UNRER EPARlITI0R5. P BLOCXIt AT SUPPORTS DF ALL u REDUIREO Ux pERG SNO wA e1ARWG
Di NOiEOLS, ra",;cCOR01NGN10 TABLE 2]04.8.1 OF
NTERNATIOOAL BUILDING CODE. WOOD CONNECTORS SHALL BE AS MANUFACTURED
ANDSEWIvnlEN1OICC-ES APPROVAL, INC. OR OTHER NANUFACIURER W1H CURRENT
SHOP DRAWINGS:
SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS.
OT % ACCORDANCE WTH cv:M LT OOCuar;SNSNALLI6C FLAGGED:UPON HIS MS
RENEW
ANT EH050 eY NNSTTHTOSS,00R fn9RIOATOPROM v05TRIEE DOCUMENTS
00 11
R ARE NDT u0u0E0 CR FLAGGED BY SUBMITTxC PARTIES.:v. NOT BE
COxSIDEREO APPROVED AFTER ENGINEER'S RENEW, UNtE55 NOTED ACCORDINGLY:
CONIR CTEODCNPEx TINE RILMi TO BEFLaE OR DFTERPS OP DRAOxG RENEW
ORESHONN �NCORRE[1LY AND NEL NOI FLAGGEDTHB2,%2° FC1URAL [NGINEER DR
ARCHITECT ARE NOT TO BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS
CONIRAGICIRDO 2,41SSPONSIBILITY TO MAKE SURE ITEMS ARE CONSTRUCTED 70
THE 00B70LOCT EE C OP 5 DONO D 00 ECNINEEINO ROOSLAAORI T}Y. PERFORMED BY OTHERS
RE
REVIEWING IS INTENDED ON",:aON BIILI7O ORECDRRECixES51N OBTAINING
CORRECT SHOP DRAWINGS S I T F SHALT REST WITH
THE CONTRACTOR.
GENERAL:
THEYSD0uu01REU CArEETRUCTONH OWxExTSsTIRION.i 1NE CIONTRALTORUSHALL THE TIE OD TA D Ci THE STRUCTHRE DURING
CON5TRUC 1IDx. ASUCN SMEASURES SNALLPINCDE, BUi NOi BE LIMIED 150, BRACING
c11010 SH SE NOT EE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS,
1ECHNIOu[s, OR PROCEDURE Of CONSTRUCTION, OR ME SAFETY
PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION
,SITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS),
CTION MATERIALS SHALL BF SPREAD OUT IF PLACED ON FRAMED
CONSTRUCTION. LOAD SHALL NO1 E%GEED iNE DESIGN LIVE LOAD PER SW ARE
SHORING FOR LOADS DUE 10 CONSTRUCTION EQUIPMENT, ETC THE STRUCTURAL
ESTABLISH AND VERIFY ALL OPENINGS AND INP
INSERTS FORATARCITECTURAL..., 4.
SUBCONTHACTGTS PRIOR CONSTRUCTION.
NOTES ANO DETAILS ON DPRECEDENCE OVER GENERAL
STRUCTURAL NOTES AND TYPICAL PE
ALDETAILSTAKE
NO DETAILS ARE SHOWN,
CONSTRUCTOR SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.
WERE SS BPECrtIES ODOUTHEEGIEAIER REOUOEMEINSS O51Ni.EERL GOVERNNRAL
BEAREiHOE SEAS OF EnNOENGNEERE CGISEREDNIN %2 SiARTOF COLORADO W. SHALL
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Birchne G%
8. Window hardware finish TRU
9. Semen fram s TSD
lo. An window hardware St, of include window
tempered
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Sill m FP- 24" or less and Sill to Grade
II. Emergency egress windows steal haven silt height norm axe
clear 2opening of 5.7 SF minimum. The minimum net clear opal
be 24" and the minimum net clear shall he 253.717e
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0 Window & Door Schedule
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A4.0
Chloe Rempel
From:
Sent:
To:
Subject:
natedoggg@excite.com
Thursday, June 27, 2019 8:23 AM
CTB-County Board of Equalization
Fwd: CBOE Appeal Submitted
Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Hello,
This is in reference to the appeal below. I just wanted to note that the 625,000 value amount below is a placeholder. The
amount I am asking for (both for this current assessment as well as for refunding for prior years) is whatever the amount
would be when our corrected home square footage is taking into account. Thank you.
--Nathan Swanson
Original Message
From: "" [weld-cboe@weldgov.com]
Date: 06/26/2019 09:05 AM
To: natedoggg@excite.com
Subject: CBOE Appeal Submitted
Thank you for submitting an appeal to the Weld County Board of Equalization. We will review the information submitted
and you will receive a date to appear before the board.
Appeal Submitted: 09:05 AM on Wednesday June 26, 2019
Contact Information Supplied:
Contact Name: Nathan Swanson
Contact Email: natedoggg@excite.com
Contact Phone: (505) 506 - 7995
Appeal submitted for:
($625,000.00) R3272704 - 1093 GREENS PL, ERIE
Legal: ERI 1DVR L33 VISTA RIDGE FG 1D
Reason: Incorrect Info We looked at our building plans, and we believe what's listed on Weld county portal for our home
square footage is incorrect. Between the main and the upper floor, we calculate there is approximately 2800 square
feet. The finished basement is roughly 1200 square feet (the mechanical room is unfinished). On the Weld county portal,
it has us listed at over 5000 square feet, which is roughly a 1000 square feet too much. We speculate that our 1st floor
wrap -around deck outside was erroneously included in the home square footage. We would like this adjusted in our
current assessment, and we would also request a tax refund for prior years dating back to 2016, as these years would
have been incorrect as well for our property taxes. I've attached our floor plans and our stamped structural plans for
reference. Thank you.
You have selected the following Date Preferences:
Tuesday, July 30, 2019, from 1:30 p.m. to 4:30 p.m.
Thursday, August 1, 2019, from 1:30 p.m. to 3:30 p.m.
1
Thursday, August 1, 2019, from 9:00 a.m. to 12:00 p.m.
Monday, July 29, 2019, from 3:00 p.m. to 4:30 p.m.
Thursday, July 25, 2019, from 9:00 a.m. to 12:00 p.m.
Thursday, July 25, 2019, from 1:30 p.m. to 4:30 p.m.
The Appeal process can take several weeks for us to complete. You will receive a written decision on your appeal within
five (5) working days of your hearing.
We thank you for your submittal.
Weld County Board of Equalization
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