HomeMy WebLinkAbout3341 Yukon CourtA i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: ko
Job Address: E3q I D i --
Permit Number: -20/70/7q7
❑ No one available for inspection: Time
Re -inspection re uired: Ye No C
When corrections have been made, call for re-inspectionl/at 303-234-5 33
Date: _' / _%' % 7 inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: k -.;.l I p
Job Address: VVI iy �TuO C -r
Permit Number: 7 0 /_70 17 9 T7
❑ No one available for inspection: Time AN
Re -Inspection required: Yes �,9
When corrections have been made, call for re -inspection at 303-234-
Date:- 61l 7 l 17 Inspector: 6 A I`
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Roofing PERMIT - 201701797
PERMIT NO: 201701797 ISSUED: 06/09/2017
JOB ADDRESS: 3341 Yukon CT EXPIRES: 06/09/2018
JOB DESCRIPTION: REROOF HOUSE WITH ATTACHED GARAGE PITCH IS 8/12; OWENS CORNING DURATION
STORM SHINGLES; 27 squares
*** CONTACTS ***
OWNER (318)801-4794 KNIGHT JAMES CARLIE
SUB (303)917-0628 Bob Schneider 160147 New Vision Roofing & Ext.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,404.00
FEES
Total Valuation 0.00
Use Tax 239.48
Permit Fee 236.00
** TOTAL ** 475.48
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturer&ems installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
Residential Roofing PERMIT - 201701797
201701797
3341 Yukon CT
ISSUED: 06/09/2017
EXPIRES: 06/09/2018
REROOF HOUSE WITH ATTACHED GARAGE PITCH IS 8/12; OWENS CORNING DURATION
STORM SHINGLES; 27 squares
I, b}i my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performe nd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
�. i zo:d-) 6/1
Signature o OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any
inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
Kimberly Cook
ao n oPq 1
From: no-reply@ci.wheatridge.co.us
Sent: Thursday, lune 8, 2017 12:18 AM \
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: Kim
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT
IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME
WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your
contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit. Permits are currently being
processed within 24-48 hours, subject to change based on volume.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Existing permits that require amendments (for example, to add
redecking) must be completed in person at City Hall. All other non -roofing permits
must be completed in person at City Hall. The Building Division will be open from
7:30-10:30 a.m., Monday through Friday to process these types of requests.
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
Do you have a signed
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
3341 YUKON CT.
JAMES KNIGHT
318-801-4794
JAM ESKNIGHT64@YAHOO.COM
Yes
CONTRACTOR INFORMATION
Contractor Name
Contractor's License
Number (for the City of
Wheat Ridge)
Contractor Phone
Number
NEW VISION ROOFING & EXT.
160147
3039170628
Contractor Email Address newvisionroof@gmail.com
(permit pick-up
instructions will be sent
to this email)
DESCRIPTION OF WORK
Is this application for a
new permit for a
residential roof?
Are you re -decking the
roof?
Description of Roofing
Material
How many squares of
material?
Provide additional detail
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract
value or cost of ALL
materials and labor)
Yes
No
OWENS CORNING DURATION STORM SHINGLES
27
REROOF HOUSE WITH ATTACHED GARAGE PITCH IS 8/12
11404.00
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
z
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant Bob Schneider
Email not displaying correctly? View it in your browser.
CUSTOMER AGREEMENT
Contingent upon Insurance approval
New Vision Roofing & Exteriors LLC
7380 W. Calahan Ave, Lakewood, CO 80232
303-917-0628 Bob@New-Vision-RoofinQ.com
New-Vision-Roofing.com
Licensed & Insured. BBB Accredited
Property Owner
Email
Date
Street Address
Estimator
City, ST ZIP
Insurance Company
Home Phone
Work Phone
Claim #
• • •MM Full
Partial Repair
�
Full
Partial Repair
Damage: yes
no Type:
Damage:
yes
no Type:
HOUSE GARAGE
PATIO SHED SHED2
STUCCO
VINYL
WOOD OTHER:
Roof Type:
Style:
Color:
Drip Edge Color:
WR=
Full
Partial Repair
❑ Inspect Decking
❑ Inspect Flashings
S" —Res.
6" —Comm.
Alum. Steel
❑ Clean Up & Remove
Debris
Lf:
Color:
Payment Options
Work to be completed according to the above specifications in the amount of: $
(not to include insurance supplements, permit costs or any unforeseen construction costs)
Balance due upon completion ❑ Cash sale
❑ INSU RANCE AGREEMENT. The homeowner authorizes New Vision Roofing & Exteriors to represent their best interest in pursuit of full
replacement costs for damages believed to be covered under homeowner's insurance and allows New Vision Roofing & Exteriors to deal directly with the
insurance company regarding this claim. This contract does not obligate the homeowner or New Vision Roofing & Exteriors until the claim is approved by
the insurance company, and accepted by New Vision Roofing & Exteriors. Upon approval of claim, New Vision Roofing & Exteriors will complete all
specified work at a price agreeable to the insurance company (RCV only) and New Vision Roofing & Exteriors, with no additional cost to the homeowner
except for the deductible. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan
to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72 hours after you receive
written notice from the property and casualty insurer that your claim has been denied in whole or in part. Final agreed upon price will become the final
contract price, regardless of estimated contract price above. New Vision Roofing & Exteriors shall hold in trust any payment received from homeowner
until roofing materials delivered at site or a majority of roofing work has been performed.
I (We) agree, by signing below, to all contract conditions on both front and back, of this agreement.
Homeowner's Signature: Date of Acceptance:
Homeowner's Signature:
NVR Signature:
1. If the property owner plans to use the proceeds of a property and casualty insurance policy pursuant to part 1 of article 4 of
title 10, C.R.S., to pay for the roofing work, pursuant to section 6-2-105, the roofing contractor cannot pay, waive, rebate, or promise
to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment for work on the
covered residential property.
2. New Vision Roofing & Exteriors carries workers' compensation, automobile and commercial general liability insurance. A
copy of the Certificates of Insurance may be obtained by calling insurance carrier, Colorado Insurance Professionals at 303-755-8600.
3. All Contracts subject to approval by New Vision Roofing & Exteriors LLC management. Contract price is valid for ninety (90)
days.
4. New Vision Roofing & Exteriors reserves the right to perform specified work in accordance with generally accepted
construction guidelines, while adhering to local codes in effect at the time of contract.
5 Our standard payment terms are fifty percent (50%) upon delivery of materials, and the remaining fifty percent (50%) upon
completion of labor. All checks must be made payable to: New Vision Roofing & Exteriors.
6. All excess materials remain the property of New Vision Roofing & Exteriors.
Homeowner is responsible for Homeowner's Association approval of roofing products and colors.
8. Homeowner acknowledges New Vision Roofing & Exteriors as a general contractor; as such New Vision Roofing & Exteriors
will be entitled to ten percent (10%) overhead, and ten percent (10%) profit, (O&P) if approved by the insurance company, as part of
the claim.
9. An account is defined as past due when 30 days have elapsed from the date of completion of work. Past due accounts will
earn interest at a rate of one and one-half percent (1.5%) per month or eighteen percent (18%) annually. If New Vision Roofing &
Exteriors is required to turn the matter over to an attorney for collection, the homeowner also agrees to pay all costs incurred,
including attorney's fees.
10. Should default of payment occur on this contract, New Vision Roofing & Exteriors reserves the right to place a mechanic's
lien on the contract property.
11. New Vision Roofing & Exteriors shall not be held liable for failure of performance due to labor controversies, strike, fire,
hail, weather, inability to obtain material from usual source, or any other circumstance beyond the control of the company.
12. Our standard workmanship warranty for roofing is five (5) years.
13. New Vision Roofing & Exteriors is not responsible for any leaks or water damage below the roof line caused by excessive
wind, ice or hail during the period of the warranty.
14. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you
plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72
hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part.
However, New Vision Roofing & Exteriors is entitled to retain payments or deposits to compensate New Vision Roofing & Exteriors
for roofing work actually performed in a workmanlike manner consistent with standard industry roofing practices. New Vision
Roofing & Exteriors cannot pay, waive, rebate, or promise to pay, waive or rebate all or part of any insurance deductible applicable
to the insurance claim for payment of roofing work on your property. If this contract is cancelled by the homeowner, after 72
hours of execution, the customer agrees to pay New Vision Roofing & Exteriors twenty percent (20%) of the contract price, set by
the insurance company, only if materials have been delivered or work has been performed, as liquidated damages. This payment is
not a penalty, but is fair and just compensation for services rendered to that point.
15. New Vision Roofing & Exteriors will not be held responsible for slight scratching or denting of gutters, droplets of oil in the
driveway, cracks in concrete, or damage to plants and trees. Furthermore, New Vision Roofing & Exteriors will not be held
responsible for exterior damages such as deteriorated trim pieces, crown molding, stucco, solar panels, evaporative coolers, existing
skylights, or interior damage such as falling dust and debris, cracked plaster, sheet rock or nail pops, as a result of normal re -roofing.
16. Replacement or repair of the deteriorated decking, fascia boards, swamp coolers, ventilators, chimneys, counter flashing, or
any other work completed for the homeowner not explicitly stated in this contract, are not included in quoted price and will be
charged as extra on a time and material basis.
City of
Wheatjdge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
DATE: February 6, 2017
TO: Accounting Department
FROM: Meredith Reckert, Senior Planner
SUBJECT: ESCROW REFUND/RELEASE
Request for Release
Reimbursement requested for funds for in the amount of $11,500.00 (Eleven thousand five hundred dollars
and no cents) being held for landscaping for property located in the Yukon Grove Subdivision generally
located at 32"d Avenue and Yukon Court.
Please note that the requested amount was provided in separate payments submitted at various times for a total of
$11,500 (see attached).
The landscape improvements have been completed to the City of Wheat Ridge's satisfaction.
MAKE PAYMENT TO:
SEND TO:
Yukon Grove, LLC
Yukon Grove, LLC
P.O. Box 102563
Denver, CO 80250
Meredith Reckert for Ken Johnstone
Director of Community Development
www.ci.w heatridge.com s
Meredith Reckert
From:
Jackie Kowal <Jackie@nicholascustomhomes.com>
Sent:
Thursday, January 5, 2017 2:17 PM
To:
Meredith Reckert; Tammy Odean
Subject:
Escrow refunds for Yukon Grove
Follow Up Flag:
Follow up
Flag Status:
Flagged
Hello Meredith,
Could you please process the refund of the escrow for the following addresses. I believe they are all complete.
3320 Yukon (1500)
•3350 Yukon (15 00)
-3360 Yukon (1500)
3330 Yukon (1500)
3340 Yukon (15 00)
3351 Yukon (1500)
3205 Yukon (1000)
3341 Yukon (1500)
Jackie Kowal
Accounting Manager
Nicholas Custom Homes Inc.
Mailing address:
PO Box 100068
Denver CO 80250
4201 E Yale Av, Unit B 13 5 Denver CO 80222
303-953-9525 ofc 303-828-8985 cell
iackie(anicholascustomhomes.com
invoicesnnichol ascustomhomes. com
1
A B C D E F G H
I Landscaping Escrow Log
AddressI
2
83 3869 Tabor Court
Developer
Stan Pac
Date
Received
2 52016
Amount
51000.40
Expiration
Date
0601-2016
Amt.
Released
Released
Date
Remarks
84 3860 Tabor Court
Stan Pac
02'12'2016
SL000.00
06'012016
85 10100 W. 38th Avenue
]4CG MominaStar
02192016
S 27.090.00
09'01'2016
S 27.090.00
08 03'2016
landscaping, arlan lot curb
86 3223 Jellison
Biran-Morrison02252016
51.500.00
06'012016
s1.500.00
10132016
front vardlandsc in
S7 5750,5760, 5780, 5790 W. 39 Incamation
02'25 2016
511,343.40
0601 '2016
512:833.00
1221-2016
landscaping around units
88 3869 Taft
Stan Pac
03'18'2016 1
51:000.00
06'012016
front yard landscaping
89 7340 W. 44th Avenue
BC Builders
03'182016
5 125.348.71
09012016
S 125348.75
05 272016
all landscaping
90 3440 Quail Court
Quail Hollow-
04 04'2016
51,500.00
0,6012016
front yard landscaping
91 3225Yu1<onCourt
Yukon Frove
05032016
51.500.00
06'01'2016
511500.00
09162016
front yard lands raping
92 3371 Yukon Court
Yukon Grove. LLC
O5 '03 2016
51,500.00
06012016
51:50000
09 16 2016
front yard landscaping
93 3321 Yukon Court
Yukon Grove, LLC
04 122016
SI,500.00
06'01 `2016
S1.500.00
06 28°2016
front yard landscaping
94 3311 Yukon Court
Yukon Grove, LLC
51,500.00
06 282016
landscaping
95 4110li ham
William Powell
05 132016 1
51,000.00
06 30'2016
S 1000.00
0' 012016
front yard landscaping
96 3250 Iris Court
Loumar Enterprises
05 27 2016
52,400.00
07 31 2016
front and side yard landscaping
9' 3391 Yukon Court
06'02'2016
51500.00
08 012016
$1.500.00
09 162016
front yard landscaping
98 InCamation
InCamation
06092016
523.16;.00
09012016
523.16.00
12 -212016
trail desigan and construciton
99 3205 Iris Court
Loumar
05 '312016
52,000.00
08312016
52,000.00
09 09'2016
[landscaping, - comer lot
100 3330 Yukon Corot /
Yukon Grove, LLC
09'162016
51.500.00
10312016
101 3340 Yukon Court
Yukon Grove, LLC
09'16'2016
51,500.00
10'31'2016
102 3341 Yukon Court
Yukon Grove, LLC
09162016
51500.00
10312016
103 3331 Yukon Court
Yukon Grove, LLC
06 30 2016
SI.50O.00
OS 012016
51,500.00
09 16 2016
104 3351 Yukon Court ^
Yukon Grove, LLC
10 712016
SI,500.00
04 30 201'
105 3350 Yukon Court-
Yukon Grove. LLC
1102 2016
51.500.00
04 30 201'
106 3360 Yukon court ..—
Yukon Grove. LLC
1102 2016
91,500.00
0.1'30 7017
107 3840 Tabor Court
Stan Pac
11 16 2016
S1:000.00
04%30 2017
108 11305 W. 33rd
Quail Hollow
11 '22 2016
550090
04 302017
front vard sod
109 11355 W. 33rd
Quail Hollow-
1122'2016
5500.40
04 302017
front yard sod
110 3320 Yukon Court "
Yukon Grove, LLC
11'232016
51,500.00
04 30'2017
front yard landscaping
111 3350 Quad
Quad Hollow
1230'2016
5500.00
0430201'
sod
112'
113
114
115
116
Meredith Reckert
From:
Jackie Kowal<jackie@nicholascustomhomes.com>
Sent:
Thursday, January 5, 2017 2:17 PM
To:
Meredith Reckert; Tammy Odean
Subject:
Escrow refunds for Yukon Grove
Follow Up Flag:
Follow up -
Flag Status:
Flagged
Hello Meredith,
Could you please process the refund of the escrow for the following addresses. I believe they are all complete.
3320 Yukon (1500)
3350 Yukon (15 00)
•3360 Yukon (15 00)
3330 Yukon (1500)
3340 Yukon (1500)
3351 Yukon (1500)
3205 Yukon (1000)
3341 Yukon (1500)
Jackie Kowal
Accounting Manager
Nicholas Custom Homes Inc.
Mailing address:
PO Box 100068
Denver CO 80250
4201 E Yale Av, Unit B 135 Denver CO 80222
303-953-9525 ofc 303-828-8985 cell
i ackiena,nicholascustomhomes. com
invoices &nicholascustomhomes.com
1
City of
]��-�'Wheattk -
..
COMMUNiTy DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 291' Ave
January 23rd, 2017
Owner/Occupant
3341 Yukon Ct.
Wheat Ridge, CO 80033
Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929
RE: Previously permitted project plans available for retrieval — Permit 201600311 (New Single Family Home)
Owner/Occupant,
This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge
Building Division and plans and/or other documents were required was recently completed and approved. In
accordance with the Building Division's document retention policy, the associated plans and/or other documents
are scheduled for disposal.
We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their
disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20
working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division
offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or
documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for
retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter.
You may retrieve plans and/or documents between the hours of 7:00 a.m. and 5:00 p.m., Monday through Friday,
at the Building Division offices located at 7500 W. 29h Avenue in Wheat Ridge.
Cordially,
Melissa Mackey
Senior Permit Technician
7500 W29th Avenue
Wheat—V i in RM)
Office Phone: 303-235-287
Fax: 303-237-8929
City of
heat idge
COMML)Nrry DEVELOPMENT
www.ci.wheatridge.co.us
DosseylSudik
STRUCTURAL ENGINEERS
September 21, 2016
Yukon Grove, LLC
Mr. Bob Nettleton
P.O. Box 102563
Denver, CO 80250
RE: Structural Analysis
Yukon Grove Subdivision
Wheat Ridge, CO
Plan A — Including the following addresses
3320, 3330, 3340, 3341, 3351, & 3360 Yukon Ct.
Dear Mr. Nettleton;
At your request, this office performed a structural analysis for the above listed residence. The purpose of the
analysis was to review and provide recommendations for the conditions described below. The pertinent information
regarding the analysis is as follows:
POST CAP MODIFICATION
It has come to the attention of this office that the front porch beam to post connection was modified to be a
concealed connection. The two 4x8 beams were mitered over the 6x6 post. Leger loks were installed through the
post and into each of the beams. Analysis by this office shows that the existing condition is structurally acceptable to
support the applied loads. No modifications are required.
Please contact our office if we may be of further assistance.
Sincerely,
Jamie Doerr
Project Manager
Dave Dossey, P.E.
Principal
AL
6025 S. Quebec St., Suite 375 Centenniol, Colorodo 80111 303.996.0208 303.477.5680
r City of Wheat Ridge
Single Family - New PERMIT - 201600311
?FRMIT NO: 201600311 ISSUED: 03/31/2016
TOB ADDRESS: 3341 Yukon CT EXPIRES: 03/31/2017
TOB DESCRIPTION: Plan A - Farmhouse per approved master plan.
t** CONTACTS ***
OWNER (720)290-3140 YUKON GROVE LLC
�C (303)598-4967 Robert L. Nettleton 150101 Nicholas Custom Homes, Inc.
SUB (303)680-7484 Delmar 018323 Delmar Electrical Contractors
SUB (303)472-7074 Nathan Stickley 150262 Stickley Plumbing
SUB (303)287-1846 Joy Valentine 021169 Cool Sunshine Heating & A/C
`** PARCEL INFO
;ONE CODE: UA / Unassigned USE: /
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: /
`** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 196,023.00
FEES
Cotal Valuation 0.00
?lan Review Fee 558.68
Ise Tax 3,528.41
?ermit Fee 1,757.70
'na_in. Review Fee 150.00
— TOTAL ** 5,994.79
`** COMMENTS ***
`** CONDITIONS ***
SH: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and
all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
ME: Prior to issuance of CO for individual homes, the following landscape improvements
shall be installed in the front yard of each lot: one (1) 1.5" caliper deciduous or
ornamental tree or one (1) 6-8' evergreen tree; eight (8) shrubs; 5' border of 1.25" river
rock adjacent to the foundation; sod; and an automated irrigation system. As part of the
foundation inspection and PRIOR to the first framing inspection, a completed, signed and
sealed, Foundation Setback and Elevation Certification shall be submitted to the City for
review. The certification form shall be fully completed by a Professional Land Surveyor
licensed in the state of Colorado, stating that the foundation was constructed in
compliance with all applicable minimum setback and elevation requirements of the City.
MVN: Prior to project completion or granting of a Certificate of Occupancy, an As -Built
Survey or Improvement Survey Plat shall be submitted to the City.
INSPECTION RECORD
INSPECTION REQUEST LINE: (303) 234-5933
Occupancy/Ty�e
Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.
Inspector Must Sign ALL Spaces pertinent to this project
Wall Sheathing
Foundation Inspections Date Inspector
Initials
Comments
Monolithic Slab Reinforcement
Water Service (Underground)
Caissons
Plumbing (Below / In -slab)
-/
Concrete Encased Ground (CEG)
Heating (Below/ In -slab)
Rough Electric A
Footing/Stemwall P.E. Letter
Inspector
Initials
Comments
Do Not Pour Concrete Prior To ADDroval Of The Above Inspections
Underground/Slab Inspections
Date Inspector
Initials
Comments
Electrical (Underground)
Wall Sheathing
Sewer Service (Underground)
Roof Sheathing
Water Service (Underground)
Plumbing (Below / In -slab)
-/
Heating (Below/ In -slab)
Rough Electric A
a� •/ i.
Do Not Cover Underaround or Below/In-Slab Work Prior To Annroval Of The Above lrr-nections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Roof Sheathing
f-
Lath / Wall Tie
Rough Electric A
a� •/ i.
Inspector
Initials
Comments
Rough Plumbing
Z
5Li
Rough Mechanical-
-
13 u
Gas Piping
-2�j ��
��tf
Do Not Proceed Without ADproval Of Above Rouah InsDectfons
Rough Framing
Insulation
Drywall Screw / Nail
f-
Final Inspections
Date
Inspector
Initials
Comments
Final Electrical
5Li
Final Plumbing
'2`1'l `
13 u
Final Mechanical
-2�j ��
��tf
Roof
Final Building / Frame
•-� i (�
L ;
y�' W
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requests
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept. f'�'�r
Fire Inspection / Fire Protection Dist.
"*Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
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i CITY OF WHEAT RIDGE
��9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: �r I M r f� �� f► 3 Y f
Job Address: ,34 f y U Kv Al C r
Permit Number: oi6Q 0 3 t 1
1 ec+.. C 4 ( ;:w, /qc1 I
1A ie C / � ^�.., r
tl It /1 i /i I if A,
^ ' • %�0 O', a rte'
❑ No one available for inspection: Time / O: qA/PM
Re -Inspection required: Yes No
*When corrections have been made, call for re -inspection at 303-234-5933
Date: q '�`i Inspector: Jjj4J
v' -
DO NOT REMOVE THIS NOTICE
10 '
Dossey I Sud *1 k
STRUCTURAL ENGIN ERS
June 2, 2016
Nicholas Custom Homes
P0 BOX 100068
Denver. CO 80250
RE: Foundation Footing and Foundation Wall Observations,
3341 Yukon Ct.
Dear Mr. Nettleton-,
On April 28, 2016 a footing observation was performed and on May 6,, 2016, a foundation wall observation was
performed on the residence listed above. The applicable information concerning the observations is as follows:
SPREAD FOOTING FOUNDATION OBSERVATIONS —
Lil �8, 2016
The footing widths and depths were formed according to the contract documents. Properly sized horizontal reinforcing
was provided continuously in the forms. The reinforcing steel for the footings was properly lapped and tied and had been
placed in the forms prior to concrete placement. Footing dowels were on site, Footing forms were placed on undisturbed
natural soils and were clear of debris and loose soil,
FOUNDATION WALL REINFORCING OBSERVATION zMay, 6,201(
The foundation walls height, thickness and reinforcing were formed according to the contract documents. Reinforcing
was placed to provide adequate cover and was properly lapped and tied, The anchor bolts were on site and sized
according to plan. The foundation forms were centered over the spread footing foundation system, Vertical dowels
extended from the footing into the foundation wall at 24" on center. The foundation forms were clear of debris and loose
soil.
Please contact our office if we may be of further assistance.
Observation By -
VN
Approved Bill
37r) 5,1
00�
"Nti
A
rave W. t"osscy, r.V1.
� 303,996,0208 303,477,5680
^0%
COLORADO GEOSCIENCE AND DESIGN, Inc.
Open Hole Observation Form
3341 Yukon Court
kiit.+Wde �&'*W
MUMM0191 0 a
substantial compliance with the plans and specifications designed for this project and the site where it is
constructed,
M
4/28/2016 EXCAVATION OBSERVATION AC
SOIL REPORT INFORMATION- COLORADO GEOSCIENCE AND DESIGN INC
15-402
�JJO %
0
50452
5
NOT VALID WITHOLJI'ORIGINAL SIGNATURE
#
I•I ,- WS 1 � �0 *�01 0 1 - = •1
substantiW compliance with the plans and specifications designed for this project and the site where it is
constructed,
5/14/2016 DRAIN & DAMPPROOFING
SOIL REPORT INFORMATION: Colorado Geoscience & Design Inc,
15-402
Observations
Reviewed by:
NOT VALID WITHOUTORIGINAL SIGNATURE
'k
000.009 r
NA
NOT VALID WITHOUTORIGINAL SIGNATURE
3341 Yukon Court
t +
,ilt,
in substantial compliance with the plans and specifications designed for this project and the site where it is
constructed.
Date Observed by:
4/28/2016 CONTINUOUS SPREAD FOOTING OBSERVATION AC
Note: Dossey Sudick Structural Engineers Plan A Lot #10
S1,0 dated 3-1-16
SOIL REPORT INFORMATIM COLORADO GEOSCIENCE AND DESIGN INC
15-402
AXI,�
VN
I A
%
iv OT' WITHOUT ORIGINAL SIGNATURE
iv OT' WITHOUT ORIGINAL SIGNATURE
A i CITY OF WHEAT RIDGE
�(303)
Building Inspection Division
(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: L M G�_
Job Address: \' Uy ( `J C -r
Permit Number: %o1 (,®o3u
c_leer • � e z „ c P r o -r ed Iy.- M Yee-1'Po .
a
❑ No one available for inspection: Time
Re -Inspection required: Yes �'
*When corrections have been ma e, call for re -inspection at 303-234-5933
Date: Inspector: _ //
DO NOT REMOVE THIS NOTICE
This agreement made this 16'h day of September, 2016, by and between the City of
Wheat Ridge and Yukon Grove, LLC for escrow in the amount of One thousand five
hundred dollars and zero cents ($1500.000 being held by the City of Wheat Ridge until
landscaping is competed at
3341 Yukon Court
In the event that front yard landscaping by October 31, 2016, the City of Wheat Ridge
or its designee shall have the ri lot to enter upon said property to construct and/or install
such improvements or do other such work to accomplish that purpose as may be
necessary, provided that the, City of Wheat Ridge shall first give notice in writing to the
property owner of its intent to do so.
If the City of Wheat Ridge exercises its right to perform work of any nature, including
labor, materials and use of equipment either by force acco nt or con act th City sh 11
have the absolute right to withdraw the escrow funds to complete said improvements.
fmA4&*A"Nqjpw,%.wha11 be a
letter from the Community Development Director, stating that the improvements have not
been completed or provided and that the compliance date of October 31, 2016, has
expired.
General Contractor:
uate I Itle
M=MIMN
By:
Title:
Date:
I
0
0)
p
(D
0
0
0
0)
F . � 1!lVli�lrNlll { u...:
Plawparmit#
'Z,
Plan Review r-ee-4
afing Permit Application
Please *=Piete all highlighted areas on both skies of this fa�m. III
PrOPerty Owner Email:
Mailing Addrwm: [if - �- � .. � I "I'll, "1 4 I'll, , ...
Architect/Engineer E-mail:
Contractor.
COntractors City Licenset-
Phone: >
W -R. City License
-T 1.0 Ix !E�
Mechanical:
W.R. City License # 9,
co an m1formation on BOTH siles of th- Is form
t 11. -to
............
�W NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE
EW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING
COMMERCIAL ADDITION RESIDENTIAL ROOFING
RESDENTIAL ADDITION WINDOW REPLACEMENT
COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
I RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
1 MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
PLUMBING SYSTEWAPPLIANCE REPAIR or REPLACMENT
ELECTRICAL SYSTEWAPPLIANCE REPAIR or REPLACEMENT
I OTHER (Descnibe)
am
Sq. FtJLF 7
stu's Z
Amps Squares I -I
Projett value: (Contrqct.IwIu4;I-,,1 1,
"long
Other
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the Ci of Wheat Rid or covenants Is cti f
CIRCLEONA: (OWNER) (CONTRACTOR) or (AUTHO
TIVE) of (OWNF-R)(
IGNATUP.E.
MATE:
9&1 NAME��
DEPARTMENT USE ONLY
ZONING COMMMENTS,
OCCUPANCY CLASSIFICATION,
Review,
7
BUILDING DEPARTMENT COMhIENTtI:
Reviewer
C,
PUBLIC WORKS COMWNTS: i) vigse.-r icor-.094*J POW9-15r-� AS !�5;AOW)4 C14 94P
Realewar M\14 1-1,040P 62APIW-v FLAN 7'o FPcre1,--r ACUAe-C-Alr PP-0f9P71AaS
B1+110 0. - 0J0FP,-
PAIN4C-X- oaarlpre;4-new Larrr;v- �5;iuu- oe 94alo-
ERM 9E &20-1~7 v-- - ,I M.- .m
711M
A
City of SINGLE FAMIL YIDUPLEX
��Wh6atp"'Ldge BL[ILDINGPERMITAPPLICATION,REVIEW
PUB11C WORKS
Date:
Location:
ATTENTION: BUILDING DIVISION
I have reviewed the submitted application documents to construct a
located at the above referenced address. Please note the comments checked below.
I Drainage:
a. Drainage Letter & Plan required: Yes No
b. Site drainage/grading plan have been reviewed and are: OK
2. Public Improvements required & to be completed with project:
a. street paving/patching: — Yes No — Completed
b. curb gutter: — Yes 3/ No — Completed
c. sidewalk: — Yes --A/ No — Completed
d. Other (specify): — Yes — No — Completed
For items not constructed, the amount of funds taken in lieu of construct ion: $
3. -N/-- Does all existing roadway/alley R,O.W. meet the standards of the City: --V- Yes No
If not, what is required?
If R.OW. is required, has the deed been received: Yes No (see Note below)
NOTE, All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy,
4. -3/— AMPROVED: The Public Works Department has reviewed the submitted material and hereby approves
this Pennit Application, subject to the stated requirements and/or attached stipulations.
TigneKaurt! M�arkllan �Nattai�i
5. 0 NOT AEPROVED: The Public Works Department has reviewed the submitted material and does not
approve this Pen it Application for the stated reason(s):
Signature Mark Van Nattan
6. -� Stipulations:
RM
7. -4- A Drainage Certification Letter accompanied by As -Built plans from the Erigineer-of-Record shall be
required prior to the issuance of the Certificate of Occupancy,
8. -�L- NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT
coNs,rRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE
ISSUANCE OF THE CERTIFICATE OF OCCUPANCY,
pity f
' U 13 t,1 C ANO R KS
City of Wheat Ridge Municipal Building 7500 W, 29'h Ave. Wheat Ridge, CO 80033-8001 I': 30123 ,2861 E 303,235Z57
Date: _VAII�
Location of Construction-
Purpose
os cti n -purpose of Construction
Single Family Commercial Multi -'aridly
(Required of all projects for document processing) R
t
e�rt�rrter�ci�ali�ttltf-Faro 7 llevle '�;
• Review of existing or minimal technical documents: ..... .......... $200.00
• Initial review' of technical civil engineering documents
(Fee includes reviews of the I" and 2'd submittals):, ......... .......... $600 .00
• Traffic Impact Study review Fee;
(Fee includes reviews of the I ss d 2 ,d submittals) :.. ... ___ ....... ..... $500.00• S
'rip Generation Study Review :Fee: ,. ......... ......... $200.00
M Manual Review & SIVA Recording Fee......... _......a.. .._...... $I00�00
s Each Application will be reviewed by staff once and returned toy- changes. If after review of the second submittal changes have
not been made to the civil documents or the Traffic Steady as requested by staff, further reviews of the Application will be subject
to the following Resubmittal Fees:
Resubmittal Fees
3 d submittal ('/i initial review fee)-,,, ......... ......... ......... $300.00
4a submittal (full initial review fee): ... ............... $60000
f S
All subsequent submittals:... ....
(Dull initial review fee) ...,,.... �......... ............................. 6tltl.tltt
TOTAL REVIEW
PLEASE NOTF THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING
AND PERMITTING FE -ES REQUIRED FOR CONSTRUCTION OF, IMPROVEMENTS WITHIN PUBLIC
aysa xi,aaIieata idge xo ass
_Wh6atR�is!gc
1,t 11 1 1 c, WoitK's
City of Wheat Midge Municipal Building 7500 W. 9" Ave. Wheat Ridge, CO 80033-8001 P: 303.235,2861 F301235.2851
NOTIFICATION FOR PLTC IMPROVEMENTS RESTORATION
D ADDRESS:
Bear Contractor:
In conjunction with the approval of the building permit application for the above referenced
address, this letter is to inform you that all existing public improvements located along the
frontage ofsaid address shall be restored,(if damaged from related construction to an
acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior
to the issuance of a Certificate of Occupancy.
.prior to any construction commencing, the City's representative will conduct an onsite
inspection to determine the existing conditions of the public improvements at this address.
If you have any questions, please contact rile at 303.235.2864.
Sincerely,
David F. Brossman, R.L.S.
Development Review Engineer
CC: File
Rev /0$
HINESM
11 IL 0 1 1 1 1 1 1 1
Address: Zoning:
Lot Size: sq. It Lot Width: ft.
Property in the flood plain? V -p— If yes, add surveyingeondition FLD.
Type of project (applicable survey conditions in parenthesis):
• Accessory ISP, ILC or site plan none
if in floodplain (FID)
• Addition ILC and site plan
if Nv/in 2' of setback or in floodplain (FND)
if in floodplain (FFD)
t4" New ILC and site plan
yes (FND)
if wiin 2' of setback (NRS)
if nLiocad lain. flL
Maximum Lot Coverage: 0' — C3, 0 11 11 %
sq.
ft
Existing Improvements:
Proposed Improvements:
House:
sq. ft.
House/addition:
sq. ft.
Shed:
sq. ft.
Shed:
sq. ft
Detached pgarage:
sq ft.
Detached Garage.:
sq. ft.
Other:
sq. ft.
Other:
sq. ft.
Total Existing
sq. ft
Proposed+Existing _
I (P&J7 sq. ft
Lot Coverage
%
of Coverage
%
Required Setbacks: FR S S R
Provided Setbacks: FR S 5' S i R
For additions or new construction, is the structure within 2 feet of minimum setbacks?
If yes, add surveying condition FFD.
Maximum Height: ft. Maximum Size: sq. ft.
Proposed Height: ft. Proposed Size: sq. ft.
Parkland: If the permit is for new construction, have parkland dedication fees been paid?
If no, add condition PFEE, notify owner, and notify building division.
Streetscape: Does the permit result in any of the following conditions?
LJ Construction of new roads LJ Platting of new lots
LJ New development LJ Additions that increase floor area by 60% or more, (see fort-nula)
(proposed floor area ----- I—— I— existing floor area----_-_) / existing, floor area =1 inc.
If any box is checked..
SF/DUPLEX—Is there existing Ll Curb Cl Gutter L15 -foot sidewalk at3jacent, to the property?
If curb, gutter or sidewalk is missing, strectscape construction or fees -in -lieu will be required.
MULTIFAMILY --Does the frontage meet current city standards?
If not, streetscape construction or fees -in -lieu will be required.
Fs-in-lieu qI'dedication or construction are due at the time the permit is issued,
I �-'o ra o
Geoscience & Design, Inc.
P.O,, Box 68 Franktown, Colomdo 8on6 » Phone' 30 . i . 1,50 < : 303.688.1295 oGeo esign
Yukon Grove, LLC
Box:102563
Denver, CO 8o25o
SUBSURFACE INVESTIGATION
OF
REPORT NO. 15-402
MY 30, 2015
�a
44
w
NOT VALID WrrHOUT
ORIGINAL SIGNSWRE
Lc'�5' 16
WMM
Field and Laboratory lnvf
Foundation Recommend,
Criteria for tart Slat
CONTENTS'ABLE OF
stiglrr
tions
Placement of Foundation Fill
Subsurface Drainage
Surface Drainage
Foundation Excavation
Radon Gas
Ganem! Information
Location Map
Log of Test Holes
Swell / Consolidation Charts
Summary of Laboratory Testing
Details of Foundation Drain System
Foundation Grading Detail
Appendix
2
3
5
5
6
7
Figure
Figure
Figure
Table 1
report
YUKON3341
made to determine the t
Groundwater t encounti
observations represent the r(
measurement and may not be ;rid
levels can be expected to fluctuat
sites use irrigation for lawns.
Subsurface Investigation
Yukon Grove, LLC
Ido Geoscience and Design, Inc. report No, 15-402
s uring the subsurface investigation
COLORADO, This investigation
Ared, allowable bearing capacity, +
i the field investigation.
it is our ik a single-family
• structure will consistof ♦ framed
indation. We anticipate the foundation
ieal foot of foundation
• 'A
July 2, 2015 at the site shown on the
diameterilled with a four -inch (4")
oon samplingtube.Thedet soil pths at which are on
..,boratoryTable
field during the drilling operation
Pough observation +! laboratory
naturalThe moisture
samples6d drive samples of typical soils, Swell-
uThese
,adings ♦ w # condition.
litno of the field investigation.
,onditions at the time of drilling or
conditions at other times. Groundwater
Site sol conditions encot
presented in this report.
performedrepresent
the proposedi i
performed only after the er
bearing elevation. In sd4
recommendations based ur
Based on our evaluation of tl
single-family residence be fc
professional engineer should
1. The footings and pads s
1,500 pounds per sd r
fine-grained, medium d
. No footing or pad sell
All loose and disturbed
footings or bearing pads,
. All continuous footings
lest 16 inches wide or
recommend footings b
Exterior footings should
protection, or per county
, The foundation walls s
on an equivalent fluid
surcharge or hydrostatic
,. In place structural s ttl
accuracy, due to the lar
However, based upon t
is estimated that total
differential structural yeti
ints notedherein may jeopardizeto
all absolve Coloradocl n
V for any damages arisingfrom the
2
Subsurface Investigation
Yukon Grove, LLC
Colorado Gooscience and Design, Inc, Report No. 15-402
Swell t itt f Chart
Slab Performance it
Lo
Moderate
The concrete slab shall be strut
Isolated from penetrations
The fleeting concrete slab shall
Subsurface investigation
Yukon Grove, LL
ado Geoscience sed Design, mc, Report No, 15-40
Renresentative Percent Swell
4
• Control joints shall be pr
save cut or tooled to s
portion n of the concrete
feet nor a maximumdim
• All non-bearing partition'
flet to allow for slab- •
• If s hot water h stin s
slab if the slab is riti
damage the piping durir
into s concrete slab th
with construction adhesi
placement.
• If s forced air furnace
between the furnace am
foundation walls shall be
Density, ASTM «r"+'
accomplished with hand -o
compaction may cause
• •s•il
The installation of an exterior fps
habitable space below grade l
method of installing this system
location a minimum of 15 -feet
screened end section to preven
perimeter drain may discharge In
homeowners should perform r u
stare it remains in good working`
system can cause serious tot
foundation l n , the rng
Installation of the perimeter cera
L1
Subsurface investigation
Yukon Grove, LL
€s Geoscience and Designs, inc, Report No, 15-402
2
trete slab, These control joints must b
third of the thickness of the slab, No
i area greater than neither 100 square
i any direction without s control joint,
flexible connection should be installed
c�ll materi�a�lt to the foundation
Aa minimum+.. .rd ..
M each lift adjacent
qs or other lightweightcompactors.
41 earth pressure, which N result in wall
shouldbe usedin the compaction
tter drainaged for a
daylightimeter Drain Detail 1, for a suggest
4ar drain shall discharge at a daylig]
home, The
pump,i entering the drain. Alternatively, th
ms of the sump pump system to ma
to install and failure of a sump pum
,ems. Water accumulation aroun;
�ffl
M
Subsurface investigation
Yukon Grove, LL
Colorado Geoscience and resign, Inc, Report No, 15-40
Subsurface Investigation
Yukon Grove, LLC
oscience and Design, Inc. Report No. 15-402
i r # ,Aa. t
vur field I laboratory atesting.
ochange and N ti IIoccLP
for the foundation system
directunder the J'
101
b wIf 1. Professional judgments ani
� s
e* in any manner, only that th
AT" IM=
concerning any environmen
r
of this report.
PROPEM'Y %ISI
' .� LOT
'8P
5'UTILITY MT__
PROPERTY LINF
0 PERC;Cit,.A"WN'3"ui's-11"us
kJlti'.aS1. TAU F, A"IlL a {dY:.7ME HOLE
E
�w_ .....
SITE Yr GROVE, LLC SCALE
JCB NO,
BALL LOCAIJONS SP OWN ARF SASED ON SC e"MC WFQRM A"iYON FUENP+" M RX ar%iEpsov
!MMAi`ESMADE0RIHE FIELD B1'CCILt'tR.AF�74".EC""�..IffPoCE}�i.&i'+#?�7.'dEt�T4#F L{7t,A"4:<NS, 15-402
Colorad 7RLANF&7�@RrET aSSON-SME
iE00rN � i ���C� ��tSI
Rfti7"sfZTY I) ECRS NPAREANDENURE MO iE
4s G7ffiQ:: t RR's P,3F9C. ARELOCATES') AVt3tt'IIJF. MAi"i"kii?�{ ANDOUT OF INAPPROPRIATE EAFEAMMS JEFFERSON COU91'Y, � �
ALL 0STANC'ES ARE TO RP: VEMNE,'T PRIDE TL) E&d"AVA1VI*". COLORADO
�. co �,
JOB NO: 15-402
PROJECT: Subsurface Invests elan
Colorado Geoscience and n) Inc.1 T: u n rare, LLC
_ < mem A Y df 4 t• k 1 r n curt. Jefferson Goan , Colorado _m
Log of Test Holes ORILLING METHOD: " Conbnuous Flight ,Auger
1 10
100 E 1
1, 10 10 Mone -grained sand, clayey
to very clayey, medium
d nes, sligfily l ist to mOista
brown
tr1
gf
�s
92
92
1r2
l'
8
rn
88
µ
22112
84
a
84
80
80
a4
76
27112
76
7
7
Jre Applicable—dotes: lnc tea ground ea ter encountered during the drilling oiler l
1, xf indicates that' a, nurn er of bid1 0 140 -pound hemmer failing . r Indicat ground water encountered after 4 hours.
inches are required to drive e -inch diameter sampter 11y' number of inches, td, �=
c. lridic�te� lerrefusal, d.
fL Indicates n v'nrg.
Indicates depth t which $oil sample were taker, Figure
ON VESTS
Swell/Consolidation under
pressure dud to getting
EM
100 0 300
Test Halettl 3` Soli Desc
_I Dee
�i tE
ri1�t e° lit
+
U
-4 ry
CL 0
6
3
Water added
tea Sam
100 300
'fest Hole No. 1 Depth ' Soil Desc
!i P��
8 t r�at�it rrl
JOB T 16-402
ON VESTS
Swell/Consolidation under
pressure dud to getting
EM
=I
SWELL -
+ +8
+6
w
U. U)
0 0:
+2
0
z
0
0
W
2
0
0010
IZ -J
-4
w 0
CL 0
z
�6
0
8
Water added
to sample
100
300
1 M
APPI
Test Hole No.-L��tl�
++8
+6
w
?.,
+4
LL (a
0 w
+2
0
Z
0
F
0
z
uj <
-2
00
IX -J
W 0
-4
Z
6
0
Water added
=titer
to sample
tw
100
300
APP
Test Hole
No. I
Dth 24' Soil
JOB NOb 15-402
=I
I
APPENDIX
Important Information About the Report
Page I of 3
Table I presents the relative classification criteria for the percentage of expansion relative
to the initial sample height, at the indicated surcharge pressure,
Swell,Potential Chart
SWELL POTENTIAL AT 1,000 LBS, CLASSIFICATION
0 to V2�Non-expansive/Very low
V2 to 1',°x% Low
1 `2 to 3 1Y2,% � Moderate
d to % Very I -f g
Greater than % Critical
The swell potential classifications are based seri the percentage of swell for samples placed on
swell/consolidation machines under a surcharge of 1000 pounds per square foot.
The relative swell classification can be correlated to potential slab damage a
follows:
€a - minor slab cracking, minor differential movement, and heave
Moderate - lab cracking and differential movement, partial framing void and
furnace plenum closure,
High to Very High- large slab cracking and differential movement, closed voids,
closed furnace plenum, and possible pipe rupture.
These effects are leased on monitoring and observation by several finns in the Denver
metropolitan area and are not limited to the relative swell classification.. More or less
damage can occur` in all classifications because of the uncertainty associated with
subsurface conditions and geotechnical engineering.
It is important to recite that measured ,sell or soil expansion is not the only geotecimical
criteria for the type df floor and foundation recommendations. Additional criteria
considered include;
Sail and bedrock type and variability
Stratigraphy
Groundwater depth and anticipated post -construction moisture e conditions.
Surface water drainage and features
Post -construction landscaping and irrigation
Construction details and proposed use
Local experience
Page 2 of3
Page 3 of3
BRACE WALLS, TOP & 80T,
WEER
LLSLOPED� "" ��
DIKE Wl'TH
. _. . _.SOD CFC F.D+ iNG
1
TOP
,C F° Ll
»- ter_ W
MODERATELY C�' M
CONCRETE GRADE BEAM
�C �.
BAC ,FCS
CCG ; I PPROOF`!N
POLYETHYLENE GLUED TO WALL
F �, F i C7I .a -.....-- ,SND ENDED ALON y THE
BOTTOM OF THE 'EXCAVATION -
15# BUILD�NG FELT
s r t C p4
r * '401"
as 4Vf i'8.
Orr UP"43k` E ER PERFORATED PPE,
\"—SLOPE DRAIN P�PE 1/8" PER FOOT TO
12" IN, DAYLIGHT, OR TCS A SUMP PIT. IF `TO
YLJGH , COVER ENCS WITH CREEK,
AC ILL AROUND THE FOUNDATION SHOULD BE MOO T D AND
COMPACTED AISI THE FINAL GRADE SHOULD BE WELL L LOtPED TO
rER, AND SNOW
f--'R'---C[,-UDE PONDING OF RAINFALL, IRRIGATION WAI
MELT ADJACENT 'TO FOUNDATION WALLS.
AUT:
DO N `11- DIKE OR IMPEDE THE L WATER AWAY"" FROM FOUNDA O
WAL'i..S WITH SOD, EDGING OR DECORATIVE G I OLYE'THYENE,
DOWNSPOUTS AND SILL COCKS SHOULD 'DISCHARGE INTO P_.AS1,.
BLO'"KS OR LONG EXTENSIONS.
SIN SYSTEM BELOW
AND BACKFILL DETAILS
(FOR FOOTING FOUNDATION)
DFS A L 1
I
m
VE GRAVEL
AREA.
\' SOIL TO BE
SLOPED AWAY FROM,
FOUNDAMN.
L
im St -OPE" I HAW
M HOUSE .
BEYOND THE FOUNDA-110N,
5 fc. sNl—
Report 0216-023 +a2016
Yukon
Report SEG 0216-023 - Page 2
DISCLAIMER
The following pages summarize the heat gain and heat loss of the building using the ACOA Manual J8
calculation procedure, The calculations are based on the information given to Savoy Engineering Group in
the form of drawings, sketches, and interviews. In certain cases, Savoy Engineering Group may make
assumptions about design conditions that may or may not be accurate for the location of concern. It is the
responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase
and installation.
Any load calculations provided in the following pages are based upon information provided by the party
submitting a particular project to Savoy Engineering Group. Savoy Engineering Group has not and does not
independently verify that the data provided to Savoy Engineering Group is correct or complete, and any
calculations made by Savoy Engineering Group are based upon the information provided by third parties.
Savoy Engineering Group makes no claim that the information given to us is correct or complete.
Savoy Engineering Group utilizes WrightSoft Residential 15.0 which is an ACOA Certified and ASHRAE
recommended computer program to determine the heating and cooling loads presented in this report, and is
therefore very accurate. If the information given to Savoy Engineering Group is accurate, and the building
is built as per the plans submitted, then the load calculations presented in this report can be assumed to be
accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing
and selection.
Savoy Engineering Group does not provide architectural or engineering plans or diagrams for the public or
for use by contractors or construction companies as final "construction documents". Savoy Engineering
Group works with architectural and engineering firms and with contractors in connection with their designs
of heating and air conditioning systems,
If the FIVAC duct layout installed on-site DOES NOT match the Manual D duct design prepared by Savoy
Engineering Group, then Savoy Engineering Group cannot and will not guarantee the performance of any
altered duct design.
Final JIVAC sizing and selection should be done by a licensed HVAC contractor, Many factors beyond the
scope of this report must be considered prior to final system selection and design, such as: exact equipment
availability and selections, system controls and location of controls, system air distribution and cycling,
Uniform Building Code requirements, Uniform Mechanical Code requirements, and many other standard
design conventions as listed by the American Society of Heating, Refrigeration, and Air Conditioning
Engineers (ASHRAE).
Savoy Engineering Group therefore assumes no liability for final equipment selection or final system
design. Various modifications to the information provided to Savoy Engineering Group may have
occurred after this Design Support information was prepared, which would require that this Design
Support information be modified in order to be accurate. After reviewing Savoy Engineering Group's
report, and prior to any system purchase or installation, please inform Savoy Engineering Group in
writing of any changes which may alter the assumptions and calculations contained in this report.
Report SEG 0216-023 — Page 3
Report SEG 0216-023 - Page 4
ACCA Certified Manual J Load Calculation —
7
fin 32,371 N/A N/ N/A - F
ifina 14,033 14,033 0 13 95 OF 75 OF, 500r
irgA
T CAW
SHR of 0.90
# The Load Analysis includes 5 people (# of Bedrooms + 1) and a 1,200 Btuh appliance load
Report SEG 0216-023 - Page 5 mom
Per Energy Star:
• AC cooling equipment should be sized at 95-115% of Design Total Heat Gain, or the next
nominal size that is available to satisfy the latent and sensible requirements.
• Heat pump cooling equipment should be sized at 100-115% (cooling dominant climate) or
100-125% (heating dominant climate) of Design Total Heat Gain, or the next nominal size
that is available to satisfy the latent and sensible requirements unless a larger size is
dictated by the heating equipment selection. f Design Total Heat Loss, or ne
• Listed Output Heat Capacity must be sized at 100-140% o
nominal size unless a larger size is dictated by the cooling equipment selection
-.d
AED Assessment
Entire House
Savoy Engineering Group
Phone: (801) 949-5337 Web: wwwfoal-Caiculations,corn
1;QN1 11M]WI
zsmfl�r #.
Hw, of Day
/ AEDbft
Maximum hourly glazing load exceeds average by 24.8%.
i I'll i "I'll - . . ED). based on AED limit of 30%.
2016 -Feb -23 11.11:05
Wright1i0ft Right -Suite@ Universal 2015 15.0,25 RSU13868 Page I
Yukon AFH Lot IONYukon Plan A FH - Lot 10.rup Calc = MJ8 House Front faces: E
F!oject intormation
For:
Yukon Grove Plan A - Farmhouse
Lot 10, 3341 Yukon Ct, Wheat Ridge, CO
Design Conartions
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'l AP, CO, US Indoor temperature (OF)
72
75
Elevation'. 5285 ft
Design TD (T)
79
20
Latitude: 40ON
Relative humidity (%)
50
50
Outdoor:
Heating Cooling Moisture difference (gr/lb)
67.6
-45A
Dry bulb (OF)
-7 95 Infiltration:
Daily range (OF)
- 27 (H
Wet bulb (OF)
- 59
Wind speed (mph)
15,0 T5
Testfor Adequate Exposure Diversity
zsmfl�r #.
Hw, of Day
/ AEDbft
Maximum hourly glazing load exceeds average by 24.8%.
i I'll i "I'll - . . ED). based on AED limit of 30%.
2016 -Feb -23 11.11:05
Wright1i0ft Right -Suite@ Universal 2015 15.0,25 RSU13868 Page I
Yukon AFH Lot IONYukon Plan A FH - Lot 10.rup Calc = MJ8 House Front faces: E
Job; SEG 0216-023
Component Constructions Date: Feb. 23, 2016
Entire House Sy, Tracy Savoy
S4NV(jN [NAINCIRN(IGROUP Savoy Engineering Group
For: Yukon Grove Plan A - Farmhouse
Lot 10, 3341 Yukon Ct, Wheat Ridge, CO
Walls
151313-0wc-10: Bg wall, heavy dry or light damp soil, 2"x4" wood int frm, n
concrete wall, r-1 3 cav ins, 8" gypsum board int fnsh n
e
s
w
w
all
Yukon Plan AG Vinly Wall: Frm wall, vnl ext, 1/2" wood shth, r-8 batt ins, n
r-14 spray foam ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 161, e
o.c. stud s
w
all
Yukon Plan Window Well: Concrete wall, 2"x4" wood int frm, 8" thk, r-13 n
cav ins, 1/2" gypsum board int fnsh e
s
all
Partitions V4pum board
frish, 2"x6'wood frm, 16 o,c, stud
Windows va I fritt m,?t. cir innr, 1/2" QaP-,
10. WKIR MON, "21100411 PRO. kaofficft"MMM -
a
e
w
all
4A5-2ov: 2 glazing, clr low -e outr, air gas, vni frm mat, Or innr, 1/2" gap, e
1/4" thk; NERC rated (SHGC=0.27); 5.5 It overhang (6 ft window ht, 2 ft
sep)
216
0,045
Indoor:
Heating
Cooling
Location:
Denver Stapleton Int'l AP, CO, US
0
Indoor temperature (*F)
72
79
75
20
Elevation: 5285 ft
294
Design TD CF)
Relative humidity50
2
231
Latitude: 40ON
Heating
Cooling
Moisture difference (gr/lb)
67,6
-454
Outdoor:
Dry bulb ('F) -7
95
Infiltration:
Simplified
156
Daily range (*F) -
27 ( H
59
Method
Construction quality
Tight
0,059
Wet bulb ('F) -
wind speed (mph) 15.0
7,5
Fireplaces
0
2
Construction descriptions
or
Area U- value Insul R Htg HTM Loss
fe BuW-T fe-TOth Bktff Rub
Clg HTM
BuW Min
Walls
151313-0wc-10: Bg wall, heavy dry or light damp soil, 2"x4" wood int frm, n
concrete wall, r-1 3 cav ins, 8" gypsum board int fnsh n
e
s
w
w
all
Yukon Plan AG Vinly Wall: Frm wall, vnl ext, 1/2" wood shth, r-8 batt ins, n
r-14 spray foam ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 161, e
o.c. stud s
w
all
Yukon Plan Window Well: Concrete wall, 2"x4" wood int frm, 8" thk, r-13 n
cav ins, 1/2" gypsum board int fnsh e
s
all
Partitions V4pum board
frish, 2"x6'wood frm, 16 o,c, stud
Windows va I fritt m,?t. cir innr, 1/2" QaP-,
10. WKIR MON, "21100411 PRO. kaofficft"MMM -
a
e
w
all
4A5-2ov: 2 glazing, clr low -e outr, air gas, vni frm mat, Or innr, 1/2" gap, e
1/4" thk; NERC rated (SHGC=0.27); 5.5 It overhang (6 ft window ht, 2 ft
sep)
216
0,045
110
3.56
768
0
0
62
0,059
13,0
4,75
294
0.04
2
231
0.045
13.0
3,56
821
0
0
216
0D45
110
156
768
0
0
62
0,059
13.0
4.75
294
0,04
2
200
0.045
13,0
156
712
0
0
29
0,059
13,0
475
140
0,04
1
1017
0.059
13,0
333
3798
OV
5
262
0,045
22.0
3,56
930
0,75
195
192
0,045
22.0
155
684
0.75
144
419
0.045
22,0
3,56
1488
0.75
313
85
0D45
22,0
156
301
0,75
63
957
0.045
22.0
155
3402
0.75
715
91
0,077
13,0
6.08
556
OM
84
31
0.077
13,0
8.08
187
0.92
28
61
0,077
13.0
6.08
374
0.92
56
184
0.077
13.0
6.08
1117
0.92
168
364
0,068
19.0
5.37
1955
0.70
255
66
0.340
0
26.9
1773
IZO
794
20
0.340
0
26.9
537
12,0
241
40
0,340
0
26:9
1074
323
1291
25
0,340
0
26,9
672
323
807
43
0.340
0
26,9
1142
17,8
757
50
0.340
0
26.9
1343
17,8
891
20
0,340
0
26,9
537
323
646
264
0.340
0
26.9
7078
20,6
5427
30
0,340
0
26.9
806
24,0
720
2016 -Feb -2311:11:05
+wrightsoft' Right-Surte(,10 Universal 201515 0.25RSL)13868 Page I
Yukon AFH Lot IoNyukon PlanA FH - Lot 10,ruP Calc -NU8 House Front faces: E
4A5-2ovd-. 2 glazing, cIr low -e oult, air gas, insulated vinyl frol mat, cir s
innr, 1/2" gap„ 1/4" thk; NFRC rated (SHGC=0,27)
Doors
11 DO: Door, wd sc type
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2"
gypsum board int fnsh
Floors
19A-30bstp: Part floor, r-30 ins, frin fir, 8" thkns, 1/2" gypsum board int
frish
21A -20t: Bg floor, heavy dry or light damp soil, 3' depth
21A -32t: Bg floor, heavy dry or light damp soil, 10" depth
49
0,340
0
26,9
1305
17.8
866
24
0.390
0
30.8
749
14.8
263
1293
0,020
MO
1.58
2043
1.43
1327
54
4M4
30,0
2.25
121
0,57
31
190
0,027
0
2,13
405
0
0
1071
OMO
0
1.58
1692
0
0
2016aFeb-23 1111:05
wrightSOW Flight -Suite O Universal 2015 15,0,25 RSU13868 Page 2
... Yukon A FH Lot 10\Yukon Plan A FH , Lot 10,041) Cale = MJ8 House Front faces;. E
Job: SEG 0216-023
Load Short For Date: Feb. 23, 20167
Entire House BY: Trey Savoy
, �Pa
s,%v(y), Savoy Engineering Group
Phonc (801) 949-5337 Web: vmwtoad-Ca1Cu1afi0n$,C0u1
For: Yukon Grove Plan A - Farmhouse
Lot 10, 3341 Yukon Ct, Wheat Ridge, CO
Htg
Cig
infiltration
Outside db (OF) -7
95
Method
Simplified
Tight
Inside db CF) 72
75
Construction quality
0
Design TD ('F) 79
20
Fireplaces
Daily range -
H
Inside humidity 50
50
Moisture difference (gr/lb) 68
-45
MINN
WIN
MINOR
COOLING EQUIPMENT
HEATING EQUIPMENT
Make Trane
Make Trane
Trade TRANE
Trade XB90
Model TUCIB060A9361A*
Gond 4TTR3024G1
4TXCB03IBC3
AHRI ref 2008193
Coil
AHRI ref 5593965
Efficiency 92.1 AFUE
Efficiency 11.5 EER, 13.3
SEER
20700
Btuh
Heating input 60000
Btuh
Sensible cooling
Latent cooling
2300
Btuh
Heating output 56000
63
Btuh
OF
Total cooling
23000
Btuh
Temperature rise
Actual air flow 986
ofm
Actual air flow
900
0,073
cfm
cfm1Btuh
Air flow factor O�037
cfm/Btuh
Air flow factor
0,50
in H20
Static pressure 0.50
in H2O
Static pressure
Load sensible heat ratio
1.00
Space thermostat
ROOM NAME Area
Htg load CIg loadHtg AVF
(cfm)
19
Gig AVF
(cfm)
(ft2)
(Btuh) (Btuh)
Master Bath
149
3212 1511
0
120
0
110
M'WIC
Master Bedroom
41
186
0
2385 1316
808
89
53
96
59
Bedroom 2
110
1408
0 0
0
0
Cl 2
14
131868
0
0
0
Cl 3
Bed 3 / Study
110
1868 1282
4826
70
247
93
351
DR/GR/KlT
5 16
6606
0 0
0
0
Stairs
37
9
0 0
0
0
PNT
8
0 0
0
0
LN[}
44
934 489
35
36
0
Bath
8
0 0
0
0
Linen
Crawlspace
190
1140 6
3461 325
43
129
24
Mechanicals
416
191
2880 1250
108
91
Bedroom 4
Calculations approved by ACOA to meet all requirements of Manual J 8th Ed,
2016 -Feb -23 11:11:05
Wj*i1ghtS0ft Right-SuiuA) universal
2015 15,0,25 RSU13868
Page I
"Ic ... Yukon AFH Lot 10\yukon PlanA FH -Lot 10-ruP
cats =W8
House Front faces: E
L 4
25
0
0
0 0
Fath 2
52
414
0
15 0
Laundry
48
0
0
0 0
Stairs 2
44
0
0
0
REC Room
296
2079
579
78 42
U.Stair
18
0
0
0 0
Entire Nouse d
2522
26386
12391
986 900
Other equip loads
6485
1642
Equip. @ 1,00 RSM
14033
Latent cooling
0
TOTALS
2522
32871
14033
986 900
Calculations approved by ACOA to meet all requirements of Manual J 8th Ed.
2016 -Feb -23 11:1 1:05
wrightSClift Right-SuiteO Universal 2095 15.0.25 RSU13868 Page 2
Yukon A FN Leat 10\Yukon Alan A FH - Lot 10.rup Calc = MJ8 Nouse Front faces: P
Right -JO Worksheet
Entire House
zz==
Dh 1AA41 QACLr'lq7 Wah' -I�adr.ntrwlafionsxom
2016 -Feb -23 11:11
AA_ wrightSOft- Right-Sufte,0 Universal 2015 15,0,25 RSU13W8 pag
... Yukon AFH Lot 10\Yukon PlanA Fri -Lot 10,rup Caic=Wlt House Front faces: E i
Right -M Worksheet
Entire House
By: Tracy Savoy
r .a• • •" • • _
s _• • _ ' •
Job: SEG 0216-023
Right -JO Worksheet Date: Feb. 23, 2016
Entire House By: Tracy Savoy
`attssx 8 ati�;asa��we,k�taa q�
Savoy Engineering Group
aicuiations a roved b ALGA to meet all re uirements of Manual J 8th Ed. 2016 -Fete -23 11:11:05
tatPaye
Right-SufteV untrsas 2015 15.x.25 RSU13888
Yukon A FH Lot 10\Yukon Plan A FH - Lot 10.rup Cate = MJ8 Nouse Front faces: E
Jab: SEG 0216-023
Right -JO Worksheet Date: Feb. 23, 2016
Entire House By: Tracy Savoy
M Savoy Engineering Group
CalculationRCCA to mel iuirements of Manual J 8th Ed. 2016 -Feb -23 11:11
05
t ht Flight -Suite$, Uni rsai 2015 15.0.25 RSU13868 Page 4
. Yukon A FH Lot 10\Yukon Plan A FH - Lot 10.rup Calc = mj8 House Front faces: E
Right -J@ Worksheet Dai_ EG Date: Feb. 23, 2016
aiaan w assn% y�r a Entire. House By. Tracy Savoy
Savoy Engineering Group
Calculations approved -by ACCA to meet all requirements,of Manual J 8th Ed
2016-Feb-23 11 � 11 M
A& ,, Yukon A FH Lot IOkYukon Plan A FH - Lot 10.rup Calc = W8 House Front faces: E
Job: SEG 0296-023
Right -JO Worksheet Date: Feb. 23, 2096
4�� aaa a ass �d
Entire House By: Tracy Savoy
d� array Engineering Group
Calculations aegroved by ACCA to meet all requiremen-ts of Manual J 8th Ed.
2016-Fet)-23 11:11:05
-00- wrightSOft' Right-SuiteO Universal 2015 1&0,25 R$Ul3m Page 6
Front
Job; SEG 0216-023
Right -JO Worksheet Date: Feb. 23, 2015
Entire House By: Tracy Savoy
., Savoy Engineering Group
._
Page 7
i i.:Universal
u. * rHouse Front
Jab: SSG 0296-023
Right -JO Worksheet Date. Feb. 23, 2096
Entire House By: Tracy Savoy
Savoy Engineering Group
Calculations a rc ,1, d b RCCA to meet a91 re uirements of Manual J 8th Ed. aols-Feb} 2311:11 05
p htO
Right-SuftoO Universal 2815 15.0.25 RSU13868 Page E
... Yukon AFH Lot 101Yukon Plan A FH - ! of 10.eup Gatc = W8 House Front faces: E
AeA�
Right -M Worksheet
Entire House
--- io— OAO AIq7 Wh --inad—d—Winnq t'.nM
By: Tracy Savoy
2016 -Feb -23 11 � I I
Ad&-44- WrIghtOOft- Right-SuiteO Universal 2015 15.0,25 RSU13868 Pag
... Yukon AFH Lot 10\Yukon PlanA FH - Lot 10,ruP Cale -M,18 House Front faces: E i
Right -J@ Worksheet
ERfre House
Phone: (801) 949-5337 Web: ww.toad-calculations,com
«
By: Tracy Savoy
;p!1jj1!11
2016 -Feb -23 11:11
Right-Sit.SUniwls.120151,5.0.25RSU13868 Page
-ton AFH Lot 10\Yukon PtanAFH -Lot 10,rup Calc=MJ8 House Front faces: E
Right -JO Worksheet
Entire House
'Vem ks&r,�� �71
Date: Feb.23,2016
By* Tracy Savoy
♦�# �- 0
aDlu - , - 0 a 2016 -Feb -23 11:11:05
_014- wrightsaft- Right-SuiteOr Universal 2015 15.015 RSU13868 Page 11
."Yukon A FH Lot 10\Yukon Plan A FH -Lot 10,rup Calc - MJS House Front faces: E
Right -JO Worksheet
Entire House
By: Tracy Savoy
*13WAM'splim -11 0 AIRMITHWFUMP A
NNOWE --- IR 2016 -Feb -23 1111:
Aft-fid- WrIahtgOft' Right-Suiteg Universal 2015 1&0,25 RSU13868 Page
, _Yukon AFH Lot 10\Yukon Plan A FH Lot 10,rup Caic-W8 House Front faces: E I
Project Su ary
Entire Hou smll�sl
S"V eering Grou
Savoy Engin
Phone� (801) 949-5337 Web: vII1Cu1ati0n$,c0M
Project Information
For: Yukon Grove Plan A - Farmhouse
Lot 10, 3341 Yukon Ct, Wheat Ridge, CO
Notes: Joy Valentine
Coot Sunshine Heating &Air Conditioning, Inc
Design Information
Outside db
-7
*F
Inside db
72
OF
Design TD
79
OF
Heating Summary
0.11
Structure
26386
Blurt
Ducts
0
Btuh
Central vent (91 cfm)
6485
Btuh
Humidification
0
Btuh
Piping
0
Btuh
Equipment load
32871
Btuh
Method Simplified
Construction quality Tight
Fireplaces 0
III'- #- It * I #
Outside db
Heatin?
coolin
Area (ft')
252
2 521
Volume (W)
14598
14598
Air changes/hour
0.11
0.06
Equiv. AVF (cfm)
27
15
III'- #- It * I #
Outside db
95
OF
Inside db
75
OF
Design TO
20
OF
Daily range
H
Btuh
Relative humidity
50
%
Moisture difference
-45
gr/lb
Structure
12391
Btuh
Ducts
0
Btuh
Central vent (91 cfm)
1642
Btuh
Blower
0
Btuh
Use manufacturer's data
y
Rate/swing multiplier
1,00
Equipment sensible load
14033
Btuh
Latent Cooling Equipment Load Sizing
Structure
629
Btuh
Ducts
0
Btuh
Central vent (91 cfm)
-2304
Btuh
Equipment latent load
0
Btuh
Equipment total load
14033
Btuh
Req. total capacity at 0.90 SHR
1.3
ton
sill 'a
sill 'a
2016-FebMII,1115
wrightSOft- Right-SufteO Universal 201515.0,25 RSU13M
Page I
Yukon A FH Lot 10\Yukon Plan A FH - Lot 10,rup Calc - W8 House Front faces:
E
Phone� (801) 949-5337 WW wwwload-,�alcutations.com
Project Information
For, Yukon Grove Plan A - Farmhouse
Lot 10, 3341 Yukon Ct, Wheat Ridge, 0*
Job: SEG 0216-023
Manual S Compliance Report
Manufacturer:
Date: Feb. 23, 2016
Actual airflow:
Entire House By; Tracy Savoy
SAVC)N, FNXINAIRK(j GRCX,f)
Savoy Engineering Group
Btuh Entering coil DB:
Outdoor design WB: 59.0*F
Phone� (801) 949-5337 WW wwwload-,�alcutations.com
Project Information
For, Yukon Grove Plan A - Farmhouse
Lot 10, 3341 Yukon Ct, Wheat Ridge, 0*
9M=*zM=
Outdoor design DB: -7.0°F Heat loss: 32871 Btuh
indoor design DB: 72VF
110
Equipment type,
Cooling Equipment
Manufacturer:
Design Conditions
Actual airflow:
986 cfm
Outdoor design DB: 95VF
Sensible gaim 14033
Btuh Entering coil DB:
Outdoor design WB: 59.0*F
Latent gain: 0
Btuh Entering coil WB: 61 4'F
Indoor design DB: 75,OOF
Total gain'. 14033
Btuh
Indoor RH: 50%
Estimated airflow: 900
cfm
9M=*zM=
Outdoor design DB: -7.0°F Heat loss: 32871 Btuh
indoor design DB: 72VF
110
Equipment type,
Gas furnace
Manufacturer:
Trane
Actual airflow:
986 cfm
Output capacity:
56000 Btuh
14PAtinn Fniuinrnant
9M=*zM=
Outdoor design DB: -7.0°F Heat loss: 32871 Btuh
indoor design DB: 72VF
110
Equipment type,
Gas furnace
Manufacturer:
Trane
Actual airflow:
986 cfm
Output capacity:
56000 Btuh
111111!11111111111!1!11!1!11!1!11! 11111pr �!111
2016 -Feb -23 11:11:18
wrightSOft Right -Suit eO Universat 2015 15A25 RSU13868 Page I
... Yukon AFH Lot IMYukon Pian AFH -Lot 10,rup Calc =WS House Front faces: E
"trunk
Grill
Htg
Clg
TEL
Design
Veloc
Diam
HxW
Stu /Joist
Duct
Jame
Size (in)
(cfm)
(cfm)
(ft)
FR
(fpm)
(in)
(in)
Opening (in)
Mati Trunk
rb2
Ox 0
373
157
121,5
0.084
475
12.0
Ox 0
ShtMetl rt1
Mt rt1
rb4
Oxo
2019
205
94,5
0.109
599
8.0
Ox 0
ShMt rt
rb1
0x0
404
538
65.0
0,158
503
14,0
Ox 0
Shpt
"trunk
Htg
Clg
Design
Velcro
Diam
H x W
Duct
'hunk
Name Type
(cfm)
(Cfm)
F
(fpm)
(in)
(in)
Material
rt1 Peak AVF
582
362
0.084
544
14.0
0 x 0
ShtMetl
rt2 Peak AVF
209
205
0.109
599
8.0
0 x 0
ShtMetl rt1
2016 -Feb -23 91:91.18
wrightSOft Right -Suited Universal 2055 95,0.25 RSU13868 Page 2
.., Yukon A FH Lot 10kYukon Plan A FH - Lot Mots Calc = W8 Nouse Front faces: E.
Job #: SEG 0216-023
* M.,
Yukon Grove Plan A- Farmhouse
Lot 10, 3341 Yukon Ct
Wheat Ridge, GO
MANNINNIMI
Scale: I : 81
Page I
Right-Suke(D Universal 2015
1&0 25 RSU13868
2016 -Feb -23 11:12:18
I Mukon Plan A F H - Lot 10. rup
#N
Job #: SEG 0216-023
7—,-,fff*rm6,t, ky Tracy Sav*y-ftc,
Yukon Grove Plan A - Farmhouse
Lot 10, 3341 Yukon Ct
Meat Ridge, CO
,•
Scale� 1 :81
Page 2
Right-SuiteO Universal 2015
15,0,25 RSU 13868
2016 -Feb -23 1112:19
T1PAW,"
fim
-1/2" 1-114"
J/8"
718"DIA. HOLES
ELECTRICAL
CONNECTION
1-V2"DIA. HOLE
GAS CONNECTION
a
B060 -SUB -1
• * / Horizontal
Condensing + , Furnace
5/8" Single Stage
,.s
•
t'"DIAMETER
2'DIAMETER
#UTSME AIR 1/2" -1 FLUE CONNECT
ix
1-718'X 7/8" SLOT K.O. Cly B" /
CONDENSATE DRAIN 7 Q Q
(FOR HORIZONTAL) r `1 +q ° 0
7/8" DIA, K.O.
ELECTRICAL
SUPPLY
(ALTERNATE)
7t8" DIA. K,O.
ELECTRICAL
„ SUPPLY
(ALTERNATE)
1-1/2" DIA.
K,O. CAS
CONNECTION
(ALTERNATE)
1-118" DIAKO,
CONDENSATE
DRAIN . Altamata
II �I lil� MIII�III I Ip Ii IIV..f
'Ci •fri+'tr
`
0 1'
'
84
125 C
1160
ir.
e771
'III ♦
1102
09#f• f
+
!
#♦
♦ilki
957
944 922
614�1
:.w A RISE
CFM VS. TEMPERATURE
Cubic Feet Per Minute (CFM)
•��
N Ewe �. �� �� ��
f ��
III I * ,11. ��:. •. * A �
� � � ... +
r....
1*
TYPE
Upflow / Horizontal
RATINGS W
input BTUH
60,000
Capacity BTUH(ICS)
56,000
AFUE
02.0
Temp. rise (Min.Max),*F.
30-60
SLOWER DRIVE
DIRECT
Diameter -Width (in,)
10x7
No, Used
I
Speeds (No.)
4
CFM vs, in, vy.g.
See Fan Performance
Motor HP
1/3
R.P.M.
1075
Volts/Ph/Hz
11511160
COMBUSTION FAN - Type
Centrifugal
Drive - No. Speeds
Direct - I
Motor HP - RPM
1/55-3000
Volts/Ph/Hz
115/1/60
F.L. AME
1'0
FILTER — Furnished?
No
Type Recommended
High Velocity
Hi Vel. (No.-Size-Thk.)
1 - 17x25 - I in.
VENT COLLAR -- Size in.)
_,".2"Rou,nd
EATEXCHAN ER
Type -Fired
Alum. Steel
-Unfired
Gauqe (Fired)
20
ORIFICES — Main
Nat.Gas. Qty, — Drill Size
3-45
L.P, Gas Qty. — Drill Size
3-56
--A
PICO—T 9APETY EVICE
bs
Hot Surface Ignition
UV
Multsport inshot
Number
POWER CONN. — WP /Hz�
115/1/60
Ampacity (In Amps)
8A
Max,_• #Ln fam Qa)—
PIPE CDfiLW
DIMENSIONS
HxWxD
Crated (in,)
41- 3/4 x 19-1/2 x 30-1/2
Uncrated (to.,j
40 x 17-1/2 x _281 ---
WEIGHT
Shipping (Lbs.) / Net (Lbs)
150/140
Q Central Furnace heating designs are certified by the American Gas Association Inc, Laboratories.
1,
Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet; Ratings should be reduced at the rate of 4% for each 1000 feet above sea level,
Q'i) Based on U.S, Government Standard Tests,
C�) The above wiring specifications are in accordance with National Electrical Code; however, installations must comply with local codes.
NATURALGAS MODELS —Central heat- BURNERS — Multi -port, in -shot burners STYLING — Heavy gauge steel and
ing furnace designs are certified by the will give years of quiet and efficient service, "wraparound" cabinet construction is
American Gas Assocon for both natu- All models can be converted to L.P. gas used in the cabinet with baked -on enamel
ral and L.P, gas. Limit setting and rating without changing burners. finish for strength and beauty. The heat
derstandard rating conditions usin•
' • PERATIO— The Integrated
System Control has solid state devices,
which continuously monitor for presence
of flame, when the system is in the heating
mode of operation. Slow opening, dual
solenoid combination gas valve and regu-
lator provide extra safety and quieter o♦-
eration.
heavy gauge aluminized steel heat ex -
outside.
S=eTrane hasar>oiicyofoontVnuousproJuctandproduct
data mprovement, it reserves the nght tochantiespedfica-
lionsanddesignwithout notice,
Trane
A business of American Standard Companies
www,trane,com
C
v
b
a
0
r EACAumidifier.
drive blower motor, with sufficient airflow
range for most heating and cooling re-
quirements, will switch from heating to
cooling speeds on demand from room
thermostat. The blower door safety switch
when the blower door is removed. (Fan
dard),
pletely lined with foil-taced fiberglass insu-
lation. This results in quiet and efficient
operation due to the excellent acoustical
and insulating qualities of fiberglass.
6
the room thermostat, Complete front ser-
vice access.
https://wwAv.comfortsite,com/EBiz/Application/productlnfo!'Performanc...
L
K'
4/23/2015 High Speed --- U.S. (Englis
Capacities are net in Btuh/1000 - indoor fan heat deducted
Outdoor Model 4TTR3024G1
Indoor Model 4TXCB03IBC3
ARIREF 5593965
Airflow 800
Total Net Capacity
23000 Btuh
Airflow
800 CFM
Compressor Power
1580 watts
Indoor Fan Power
292 watts
Outdoor Fan Power
128 watts
SEER
13.25
Correction Factors - Other Airflows
59
22,50
17.50
Airflow
700
900
Total Capacity
098
1.02
Sensible Capacity
0,93
107
Compressor Kw
0.99
"1
Rated with 25 Feet 5/8 suction 3/8 liquid lines
O.D.D.B. I.D.W.B. TOTAL CAPACITY SENSIBLE CAPACITY SYSTEM
72 75 1 78 1 85 Kw
85
59
22,50
17.50
19.60
116.401
21"70
22,10
1
1.87
85
63
2150
14.30
18.50
19,901,11
1.88
E35
67
25.20
11,40
13.50
15.60
17.00
1.90
95
59
20.50
16.60
0
20.50
20,50
Ej
1.96
95
63
21.50
13.501150
17.70
19.10
1.98
95
67
23.00
10.50
12.60
14.70
16.10
2,00
105
63
19.50
12.70
14.80
16.90
18.30
2.08
105
67
20,80
9.70
11.80
1190
1530
2.10
105
71
2160
6.90
9.00
11.10
12.40
2.12
115
63
17.50
11.90
14.00
16.10
17.50
2.18
115
67
18,70
9,00
11.10
1120
14.50
2.20
115
71
2030
6.10
8.20
10,30
11.70
2.22
*** 95
59
20.50
IDDB=
75.00
1830
1.96
* * Performance at selected design conditions
Dry coil condition (Total Capacity = Sensible Capacity)
Total capacity, compressor Kw and app. dew point valid only for wetcoil
All temperatures in Degree F
4/23/2015 8:13 AM
I of I
City of
i
jige
CO MMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857
March 25, 2015
OFFICIAL ADDRESS NOTIFICATION
NOTIFICATION is hereby given that the following address has been assigned to the property /properties as
indicated below:
PROPERTY OWNER(S): Bill Fritz
NEW ADDRESS: Wheat Ridge, CO 80033
Lot 1— 3205 Yukon Ct.
Lot 2 — 3225 Yukon Ct.
Lot 3 — 3245 Yukon Ct.
Lot 4 — 3265 Yukon Ct.
Lot 5 — 3285 Yukon Ct.
Lot 6 — 3295 Yukon Ct.
Lot 7 — 3311 Yukon Ct.
Lot 8 — 3321 Yukon Ct.
Lot 9 — 3331 Yukon Ct.
Lot 10 — 3341 Yukon Ct.
Lot 11 — 3351 Yukon Ct.
Lot 12 — 3361 Yukon Ct.
Lot 13 — 3371 Yukon Ct.
Lot 14 — 3391 Yukon Ct.
Lot 15 — 3360 Yukon Ct.
Lot 16 — 3350 Yukon Ct.
Lot 17 — 3340 Yukon Ct.
Lot 18 — 3330 Yukon Ct.
Lot 19 — 3320 Yukon Ct.
Lot 20 — 3300 Yukon Ct.
SUBDIVISION: Yukon Grove Subdivision, Filing No. 1
Jefferson County Reception Number for Plat: 2015016465 (See attachment)
NOTES This is a courtesy notification.
AUTHORIZED BY: I DATE:
DISTRIBUTION:
1. Property Owner
2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419
3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419
4. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden,
CO 80401
5. Email to Jeffco IT Services at smitchel@jeffco.us
6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033
7. Email to erlinda i.martinezna,usps.g and krissy.j.summerfield(a)usps. ov
8. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223
www.ci.wheatridge.co.us
9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221
10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112
11. Consolidated Mutual Water District
12. Wheat Ridge Sanitation District
13. Wheat Ridge Fire District
14. Wheat Ridge Planning Division
15. Wheat Ridge Building Division
16. Wheat Ridge Police Department
17. GIS Specialist
18. Log File
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY:
Vicinity Map
DATE:
A
rd
I
M
YUKON GROVE SUBDIVISION, FILING NO. 1
A PARCEL OF LAND LOCATED IN THE NW 1/4 OF SECTION 26, T.3S., R.69W., OF THE 6TH PM
CITY OFWHEAT RIDGE, COUNTY OFJEFFERSON, STATE OF COLORADO
I SHEET 02 OF 03
N00*06'22"W 359
AREA RESERVED FOR FUn
R*HT-OF-A
(SEE TRACT D NOTE ON SHEET
AND SOOIV51: 299.
EASEMENT, TYP
)9oOL 0 R W1
10' x W STORMWATER EASEMENT
HEREBY DEDICATED BY THIS PLAT
R-2 ZONWO
UWPLA 7TED
a Ur4jrY AND
vom" EASEMENT, lypl
R4 #5 RIEW Wl
CAP 4S 115721
wil
STREET RIGHT-OF-WAY MONUME SHALL
MoNU' &Sf; N M 70
FINAL UFT OF ASPHALT PAVEMX VLL
BE PROVIDED BY THE CITY OF WHEAT ROM UPON REQUEST
-Pt No 157♦9
BEKilmaK
WORTH j CORNER, SECTION 2
FRO Z9 BRASS CAP
ELEVATIONS ARE BASED ON THE COY OF WHWI RIDGE ON JPHAC
PLS# 13212 IN RANGE BOX
I A CRY ♦ WHEAT RID" 11/16 STAftESS STEEL ROD 1 2 FOOT
LONG WITH SLEEVE AND DATUM ACCESS COVER,
STATE PLANE COORD
A1 LATN3T46`09,72O504*
u
ELEVATION - 54 FEET (NAVD OAT M
F- LON'WIOS'04'53.207629*
CITY OF WHEAT RIDGE DATUM
U&S QE OFMINQ5.
*70582148
E. 184+125
BEARINGS ARE BASED ON THE SOUTHERLY LINE OF THE
NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE
69 WEST OF THE SIXTH PR94CPAL MERIDIAN BEAR N 89*45 ' 02 'E
BETWEEN THE WEST QUARTER CORNER BEING A FOUND 3 %*
ALUMINUM CAP PLS # 13212 IN RANGE BOX AND THE CENTER
QUARTER CORNER SONG A FOUND 3 34 ALUMJNUU CAP PLS #
132t2 IN RANGE BOX,
rl
N
CHAIN LINK FENCE
--------- BARB #ARE FENCE
PROPOSED
PROPERTY LINE
RIGHT—OF—WAY LINE
SECTION UNE
ME
N
mm
JANUARY 22, 2015
NOVEMBER 3, 2014