HomeMy WebLinkAbout3351 Yukon Courtu�INSPECTION RECORD
'SIF C ION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INSPECTION REQUEST LINE: (303) 234-5933
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Occulaancy/Type
Inspections will not be performed unless this card is posted on the project site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date Inspector
Initials
Comments
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Plumbing
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground/Slab Inspections
Date
Inspector Comments
Initials
Electrical
Wall Sheathing
Sewer Service
Mid -Roof
Plumbing
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
Lath /Wall Tie
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections
Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
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.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
L j P0 cN f Com
Final Mechanical
JI?j e0 Ai (J(,tu
Roof
j O �j�n
Final Window/Doors
Final Building
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.
*For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Prote R` T. ,-, ';arta 7rc,,,- —he Alea1h,
t1 -
The City of Wheat Ridge
� Third Party For Check LiftI 1A
Property Address
Permit Number Z o�'
Permit Issued Date°"'
Owner Information
Property Owner Information
Property Owner Address s1r.. laeo.. •---
Inspector Information
Inspection Company I
Inspector Name
Inspector Contact info.
Inspector Statement and Acknowledgement
* I Nearby acknowledge the roof I am inspecting is 6/12 or over. All roofs
that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept.
* I hearby acknowledge the roofing system for the referenced building has been inspected
and found to be in compliance with the minimum requirements of the 2012 IRC and 2012
IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's
recommendaqhs and specifications.
Inspector: date: --
Property Owner Statement of Acknowledgement
*1 hearby acknowledge that I am the owner of the building referenced above and I give
-my consent for the listed third -party inspection company to perform my roof inspection
in lieu of the City of Wheat Ridge Building " ivision inspection.
P'ropery Owner/Agent:_ Date: lO —) 13 -7 C 1
This original document and pirmit car as well as the roofing check list, must be submitted tc
the Chief Building Official withi seven days of the final inspection.
Drop off in person
Permit counter 2nd floor
7500 W. 28th Ave
Wheat Ridge CO 80033
Draft Date: 7/26/17
Please add note to reverse side
Roof Inspection
❑ N/A
ass
❑ Fail
❑�N/A
I 1 Pass
I❑ Fail
❑
N/A
ass
Fail
❑ N/A
ass
❑ Fail
❑ Pass
❑ Fail
t❑ N/A
❑ N/A
❑ NIA
❑ N/A
N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
/A
❑ Pass
❑ Pass
19_16ss
ass
Pass
[4.5s
❑ Pass
94ass
Pass
Pass
Pass
Pass ,
{ ass
❑ Pass
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
N/A ❑ Pass ❑ Fail
I N/A ❑ Pass ❑ Fail
❑ N/A E-4/pass ❑ Fail
ti Pass Fail
�N/9 ❑
/A ❑Pass ❑Fail
�tal Roof Shin
❑ NIA 55 ❑Fail
X
❑ N/A
The City of Wheat Ridge
l nspeeti9rv, Check -List. notes
Mid -Roof
Structural roof components
Verify that no more than 2 layers of shingles exist
Flashing for roof and walls
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
Verify sheathing nail pattern (See Policy & Procedures)
Crickets and saddles where needed
Verify B vent must have boot same gauge as pipe
Verify vent caps
Verify no flashings are damaged or rusted
Step flashing shall be min. of 4x4 piece per shingle
Verify scuppers allow for proper drainage
lee and water shield 2' in heated wall spaces
Underlayments must follow 2012 IRC / 2012 IBC
Verify roof slope for proper drainage
Dripedge shall have min of 2" overlap
Dripedge should extend down min 2" past roof deck
Dripedge shall be mechanicaly fastened 12" OC
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope: Exception, detached garages,
patios, carports, open on three sides with min. slope of
1:12
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
Above roof insulation R-25
Below roof residential R-38
Below roof commercial R-32
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
must be installed in accordance with the manufacturers
specifications- Must have manufactures letter of
warranty with the address on the letter for final inspection
Metal roof shingles shall not be installed on slope less
❑ Fail etal valley flashing shall be the same material as roof
Fail Metal valley flashing shall extend a min of 8" from the
centerline with a min. of 3/4 " high splash diverter
rib built-in at the flow line with sections overlapping a
a min. of 4"
Clay and concrete tile shall have a min. 2-112:12 slope
Slopes 4:12 and under require double underlayment
The City of Wheat Ridge
I nspectiqn, Gheck" Ust,p
otes
Mid -Roof
Notes
Company Name: �"J",
L.W,
Inspector signature: :Z4%.,//
Date of Inspection:
The City of Wheat Ridge
Inspection Check List notes
Final Roof
Roof Inspection
❑ N/A
Pass
❑ Fail
/A
❑ Pass
❑ Fail
Structural roof components
❑ N/A
ass
❑ Fail
Verify that no more than 2 layers of shingles exist
❑ N/A
Pass
❑ Fail
Flashing for roof and walls
❑ Pass
❑ Fail
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
[�K;A
❑ Pass
❑ Fail
Verify sheathing nail pattern (See Policy & Procedures)
❑ N/A
mass
❑ Fail
Crickets and saddles where needed
❑ N/A
,Pass
❑Fail
Verify B vent must have boot same gauge a5 pipe
❑ N/A
[t ' Pass
❑ Fail
Verify vent caps
❑ N/A
],,-ass
❑ Fail
Verify no flashings are damaged or rusted
❑ N/A
uYass
❑ Fail
Step flashing shall be min. of 4x4 piece per shingle
N/A
❑ Pass
❑ Fail
Verify scuppers allow for proper drainage
❑ N/A
E-er_pass
❑ Fail
Ice and water shield 2' in heated wall spaces
❑ N/A
L41 Pass
❑ Fail
Underlayments must follow 2012 IRC / 2012 IBC
❑ N/A
Pass
❑ Fail
Verify roof slope for proper drainagez-
❑ N/A
[:4'Pass
❑ Fail
Dripedge shall have min of 2" overlap
❑ N/A
[�11Pass
❑ Fail
Dripedge should extend down min 2" past roof deck
❑ N/A
(k Pass
❑ Fail
Dripedge shall be mechanicaly fastened 12" OC
Elj,j/A
❑ Pass
❑ Fail
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope; Exception: detached garages,
patios, carports, open on three sides with min. slope of
1:12
❑ZN /A
El Pass
(❑ Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
aN/A
❑ Pass
❑ Fail
Above roof insulation R-25
❑ N/A
E�/Pass
❑ Fail
Below roof residential R-38
❑,NJA
❑ Pass
❑ Fail
Below roof commercial R-32
[4-�;A
❑ Pass
❑ Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
must be installed in accordance with the manufacturers
specifications - Must have manufactures letter of
warranty with the address on the letter for final inspection
iVletLRoof Shingles
Requirements
❑��,,
❑ ass
❑ Fail
Metal roof shingles shall not be installed on slope less
3:12
❑
❑ Pa
❑ Fall
Metal valley flashing shall be the same material as roof
❑ N/A
❑ Pass ... n,_ ,_
Fail
Metal valley flashing shall extend a min of 8" from the
\
\
centerline with a min. of 3/4 " high splash diverter
rib built-in at the flow line with sections overlapping a
r
a min. of 4"
TiWRoofs Requirements
❑ /A
❑ Pastes'
❑ Fail
Clay and concrete tile shall have a min. 2-1/2:12 slope
Slopes 4:12 and under require double underlayment
The City of Wheat Ridge
Inspectio�a--Check Lisp notes
Fina( Roof
f
Notes
Company Name:
Inspector signature:
Date of Inspection:
in `' !�-,- 1�9-'"
_ City of Wheat Ridge
Residential Roofing PERMIT - 201705696
PERMIT NO: 201705696 ISSUED: 08/08/2017
JOB ADDRESS: 3351 Yukon CT EXPIRES: 08/08/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning Laminate asphalt shingles with
ROOF DECKING - 28
*** CONTACTS ***
OWNER (303)242-2792 BUNKER JUSTIN
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#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,430.00
FEES
Total Valuation 0.00 PAUD
Use Tax 219.03
Permit Fee 220.15
* * TOTAL * * 439.18
*** 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) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may be called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. 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 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 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.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
t 1 , City of Wheat Ridge
®-
Residential Roofing PERMIT - 201705696
PERMIT NO: 201705696 ISSUED: 08/08/2017
JOB ADDRESS: 3351 Yukon CT EXPIRES: 08/08/2018
JOB DESCRIPTION: Residential Re—roof to install Owens Corning Laminate asphalt shingles with
ROOF DECKING — 28
I, by 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 theproperty 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
performed an 5kNt all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of O*rNER or CONTRACTOR (Circle one) Date 1
1, This permit was issued based on the information provided in thepermit application and accompanying Flans 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 androcedures 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: rpa�nyy ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
jam■ rd_-7r0%�q
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dan Schultz e_�% A)
From:
no-reply@ci.wheat ridge.co.us
Sent:
Tuesday, August 1, 2017 9:07 AM
To:
CommDev Permits
Subject:
Online Form Submittal: Residential Roofing Permit Application
Categories:
Gina
f�
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 and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE n
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 c4
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (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.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
3351 Yukon Ct7)L
Justin @ Chelsea Bunker
3032422792
JUSTINM.BUNKER @GMAIL.COM
Do you have a signed
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
Attached Copy of
Contract
Yes
Field not completed.
CONTRACTOR INFORMATION
Contractor Business
Name
Contractor's License
Number (for the City of
Wheat Ridge)
Contractor Phone
Number
New Vision Roofing @ Exteriors
1601475S
1'�)L _
3039170628
Contractor Email Address newvisionroof@gmail.com
Retype Contractor Email newvisionroof@gmail.com
Address
DESCRIPTION OF WORK
Are you re -decking theYes
roof?
Description of Roofing OC laminated comp shingle
Material
Select Type of Material: Asphalt
If "Other" is selected Field not completed.
above, describe here:
How many squares of the 28
material selected above?
No
Does any portion of the
property include a flat
roof?
If yes, how many squares
on the flat roof?
TOTAL SQUARES
(pitched + flat) of all
Field not completed.
28 ✓
2
roofing material for this
proj ect
Provide additional detail Pitch is 8/12
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract 10,430.00
value or cost of ALL
materials and labor)
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.
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 New Vision Roofing @ Exteriors
Email not displaying correctly? View it in your browser.
3
new vision
RC L?FI NG & EXTE R10RS
To: CHELSEA & JUSTIN BUNKER
3359 Yukon Ct.
Wheat Ridge, CO
303-506-3326 / 303-242-2792,-
This
03-2422792
This proposal valid for
Remove Existing Roofing material. Inspect all decking for rotted sheating and nailability.
Install Ice & water shield on Eaves & Valleys for Ice and Snow damming protection. (CODE)
Install FelTex Premium 30# Synthetic Underlayment to appropriate codes.
uate 0/L 1/LU I /
Mailing Address: 7380 W. Calahan Ave.
Lakewood, CO 80232
(303)917-0628 Office
(303)988-0877 Fax
NewVision Roof0Q rrail.com
Rep: 113ob Schneider
Inspect all cover flashings and replace as needed. _
Install prefinished step -flashings to roof to side wall areas Color: _
Install new low profile vents (painted to match)
Install Owens Corning Duration Designer Color Dimensional Shingles (Same Color as Existing) 11,130.00
POSSIBLE SUPPLIMENTS NEEDED:
Double carry shingle tear off on South Slope. $25 X 12SQ= 300.00
ALL OTWR RSPALW ARS TO 8SD0JVWA2FJWVJWCSALL0WRi dW
DISCOUNTI (1,000 00)
Full Quality Control inspections by ,production staff during job process
UPGRADE TO PREMIUM OC DURATION CLASS 4 IMPACT STORM SHINGLES $11,130.00
Your Roofing Project Includes: Removal of existing roofing, inspectfor rotted sheeting, disposal of all debris, new underlayment's,
factory cut starter, closed valleys to code, Drip Edge (baked enamel finish) to the entire perimeter, "High wind" nailed shingles, new pipe jack
flashings, low profile vents (painted to match), all required licensing and insurance, and our robust "S year Customer hist Satisfaction
Guarantee" for a worryfree project we can all be proud of. Any roof sheeting requiring replacement will be billed at $ 55 per sheet extra.
Down Payment 50% s 5.215.00
Completion Day Payment 50% S 5,215.00 +permit fee
Acceptance of Proposal:
Total
$10,430.00
$10,430.00
Date: f
Date
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
V City of
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�COMMUNiTy DEVELOPMENT
City of Wheat Ridge Municipal Building
January 23`d, 2017
Owner/Occupant
3351 Yukon Ct.
Wheat Ridge, CO 80033
7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929
RE: Previously permitted project plans available for retrieval — Permit 201600309 (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 pians and/or other documents
are scheduled for disposal.
We are writing to offer you an opportunity to retrieve those approved pians 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. 29' Avenue in Wheat Ridge.
Cordially,
Melissa Mackey
Senior Pennit Technician
7500 W. 29th Avenue
Wheat Rid �, CQIQmdQ 8001
Office Phone: 303-235-287
Fax: 303-237-8929
City of
hGat j `�,e
�C,0,.MUMTY DEVELOPMENT
4 2 - C �, I �-,00�3N
INSPECTION RECORD
INSPECTION REQUEST LINE: (303) 234-5933
Occupanc�ype
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
Sewer Service (Underground)
Foundation Inspections Date Inspector Comments
Initials
Water Service (Underground)
Plumbing (Below/ In -slab)
Monolithic Slab Reinforcement
Heating (Below / In -slab)
Caissons
to -(e-7 L-
Concrete Encased Ground (CEG)
Roof Sheathing
Footing/Stemwall P.E. Letter
pill
Do Not Pour Concrete Prior To ADaroval Of The Above Insaections
Underground/Slab Inspections Date Inspector
Initials
Comments
Electrical (Underground)
Comments
Sewer Service (Underground)
Water Service (Underground)
Plumbing (Below/ In -slab)
, c -1 v, -t j6
Heating (Below / In -slab)
Final Mechanical
Do Not Cover Underaround or Below/in-Slab Work Prior To ADDroval Of The Above Insaections
Rough Inspections
_
Date
Inspector
Initials
Comments
Wall Sheathing
Final Plumbing
, c -1 v, -t j6
.j L/
Final Mechanical
to -(e-7 L-
_ --�
Roof Sheathing
pill
Final Building / Frame
Lath / Wa!I Tie
63 c,(
Rough Flectric
Landscaping & Parking / Planning Dept.
/0—/'
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For firs: inspections
contact the Fire Protection District for your project.
Rough Plumbing
(� . /�
---�
w ,� N w
Rough Mechanical
Gas Piping
jSE j
Do Not Proceed Without Approval Of Above Rough Inspections
Rough Framing y • 16 •4-
Insulation --
Drywall Screw.i Nail
Final inspections
Date
Inspector Comments
Initials
Final Electrical
iu'�;, '(
Final Plumbing
, c -1 v, -t j6
.j L/
Final Mechanical
to -(e-7 L-
Roof
pill
Final Building / Frame
Landscaping & Parking / Planning Dept.
/0—/'
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For firs: inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
;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
Protect This Card From The Weather
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I City of
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COMMUNITY DEVELOPMENT
Landscape Escrow Agreement
This agreement made this 11`h day of October, 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
3351 Yukon Court
In the event that front yard landscaping by April 30, 2017, the City of Wheat Ridge or
its designee shall have the right 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 account or contract, the City shall
have the absolute right to withdraw the escrow funds to complete said improvements.
The only precondition to the City's right to withdraw the funds for this purpose shall be a
letter from the Community Development Director, stating that the improvements have not
been completed or provided and that the compliance date of April 30, 2017, has expired.
Approved and Agreed:
General Contractor:
/0 __// /c
Date
Signature
Print Name
Business Address / Phone
Citv of Wheat Ridp-e, Colorado
By: Date:
Title
This agreement made this I I'h day of October, 2016, by and between the City of Wheat
Ridge and Yukon Grove, LLC for escrow in the amount of One thousand live
hundred dollars and zero cents ($1500.000 being held by the City of Wheat Ridge until
flandscaping is competed at
In the event that front yard landscaping by April 30, 2017, the City of Wheat Ridge or
its designee shall have the right to enter upon said property to construct and/or install
such improvements or
• 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
• 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 account or contract, the City shall
have the absolute right to withdraw the escrow funds to complete said improvements.
The only precondition to the City's right to withdraw the funds for this purpose shall be a
WA& om t 16 ommiW6 Deviliment Director, itki that imorovements have not
101kMIK41NIIJU( g-mmou""Llf 11
General Contractor:
a=
Business Address I Phone
Date Title
= Mi
By:
Title:
Date:
City of Escrow/Letter of Cred
rWheatM e ittal Sheet
comp I Transmi
COMMUNrry DEvaopmEw i
An escrow agreement has been executed for front yard landscaping at
INIM
The escrow shall be held by the City as reimbursement to offset cost to City
for completion of site work.
Notes:
Name Date
► GROVE, LLC
City of Wheat •s-
1. Type Reference
10/10/2016 Bill 3351 ESCROW LNDS
5997
10/11/2016
Original Amt. Balance Due Discount Payment
1,500m 1,500M 1,500m
Check Amount 1,500.00
Redstone Bank - Con 3351 YUKON ESCROW FOR LANDSCAPING
1,500.
DosseylSudik
STRUCTURAL ENGINE E RS
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
O L ICF
o`'
tis
q4• Dp tc`
V ;.��0 Ss; .• O
37653
Dave Dossey, P.E.
Principal
6.•
AL
6025 S. Quebec St., Suite 375 Centennial, Colorado 801 1 1 303.996.0208 303.477.5680
PlawrefMit #
Pkn Revfew r-ee-
Sudfing Perrriit Application cm,
P100" 00mPlOte all highlighted areas on both Sidesof ggs,
Mailing Address: (if dftrent than property address)
im
city, state, zjr)-*
,Arch kecVEngin- o
, �jPhone; 170S -776 - 02OF
Contractor. -
Contractors City License Phone:
Electrical:
W.R. City Ucense#
0
0 m- S, L
Mechanical:
W.R. City License #
WW OWN
Complete A information on BOTH sides of this form
M- +► a • • .ter
COMMERCIALNEW
IfEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING
COMMERCIAL ADDITION RESIDENTIAL ROOFING
RESDENTIAL ADDITION WINDOW
i M REPLACEMENT
COMMERCIAL ACCESSORY
(Garage, shed, deck, etc,)
RESIDENTIAL ACCESSORY STRUCTURE
MECHANICAL SYSTEM1,APPLIANCE REPAIR or REPLACEMENT
PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
ELECTRICAL SYSTEWAPPLIANCE REPAIR
OTHER
a
FULF
ti
AmpsF squares
M
Protect - t t ttW
proposedOWNEWCONUACTOR SIGNAWRE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances by this permit application are accurate and do not violate applicable ordinances�
regulations of the City of Wheat w
allegations
# .
accurate; that I have t #rs by Cll conditionsand that responsibilitycompliance
legalwith applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal own
or have been authorized by the he property to perform the described authorized by . legal owner of any
entity Mapplication
CIRCLE -ONE (OWNER) (CONTRACTOR) ar
REPRESENTATIVE) of (OJUVF--R (CON'T
Received NotRequiteciP
t ,d Not w.a .t
MINMEM
Address:
Zoning:
Lot Size:mm 3 9 (v sq. ft. Lot Width: ft.
Property in the flood plain? WAD Ifyes, add surveying condition FLD.
Type of project (applicable survey conditions in parenthesis):
Maximum Lot Coverage: A010-
%
1�i944'—I'JSID q - ft.
s
Existing Improvements:
Proposed Improvements:
House-
sq. ft.
House/addition:
sq. ft.
Shed:
sq. ft,
---
Shed:
sq. ft
Detached garage: __
sq ft.
Detached Garage:
sq. ft.
Other:
sq. ft.
Other:
sq. ft.
Total Existing
sq. ft
Proposed+Exi sting
sq. ft
Lot Coverage
%
Lot Coverage 2- L 7
%
Required Setbacks: FR _JL_ S 5 S -.-5—,R
Provided Setbacks: FR - S ILI
I' S -- I R
For additions or new construction, is the structure within 2 feet of minimum setbacks?
If yes, add surveying condition FND.
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,
Strectscape: Does the permit result in any of the following conditions'?
LJ Construction of new roads Ll Platting of new lots
Ll dew development LJ Additions that increase floor area by 60% or more (see formula)
(proposed floor area — existing floor area ) / existing floor area ....... = -I-,,--.--,---,% inc.
If any box is checked..
SF/DUPLEX—Is there existing Ll Curb Cl Gutter L15 -foot sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required.
MULTIFAMILY—Does the frontage meet current city standards?
If not, street cape construction or fees -in -lieu will be required.
Fees -in -lieu, qf'dedication or construction are due at the time the permit is issued.
&
City of SINGLE FAMILYIDUPLEX
'Wh6atf),J�dgc
PUBLIC WORKS BUILDING PERMIT APPLICA TION REVIEW
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:
O
refer
tipu tt�
stipulations.
ht tons..
2 -A/
Public Improvements required & to be completed with project:
a. street paving/patching- Yes
No
Completed
_
b. curb & gutter: — Yes
No
_
— Completed
c, sidewalk: Yes
No
Completed
—
d. Other (specify), — Yes
--A/
— No
—
— Completed
For items not constructed, the amount of funds taken in lieu of construction:
3, t/
Does all existing roadway/alley R.O.W. meet the standards of the City: _,�_ Yes
No
If not, what is required?
If R.OWis required, has the deed been received- Yes
No (see Note below)
4, APPROVED: The Public Works Department has reviewed the submitted material and hereby approves
this PermitApplication, subject to the stated requirements and/or attached stipulations.
5. t�A NOT APPROVED: The Public Works Department has reviewed the submitted material and does not
approve this Permit Application for the stated reason(s):
Signature Mark Van Nattan
6. 1— Stipulations:
ME
7. -.V/— A Drainage Certification Letter accompanied by As -Built plans from the Engincer-of-Record shall be
required prior to the issuance of the Certificate of Occupancy.
8. NOTE: ANY DAMAGE TO EXISTING PUBLIC rmPROVEMENTS AS A, RESIA,TOF PROJECT
CONSTRUCTION SHALL BE REPAIRED PER. ROW CONSTRUCTION PERMIT PRIOR, TO THE
ISSUANCE OF T14E CERTIFICATE OF OCCUPANCY.
MMIMM
City C)f
'_�Wh6atR.Ldge
LIC WORKS
City of Wb at Ridge Municipal Building 7500 W, 29x` Ave, Vrheat Ridge, CO 80033-8001 P-1303,235,2861 F" 301235,2857
Date: _0PA2P__
Location of Construction,
Purpose of Construction:
Single Farnily X_ Commercial Multi -Family
(Required of all projects for document processing)
........ __'_ $50.00
* Review of existing or minimal technical documents: ..... ....... $200.00
# Initial review'of teclinical civil engineering documents
(Fee includes reviews of the l" and 2 d subrnittals):_......... $600.00
* Traffic Impact Study Review Fee:
(Fee includes reviews of the I" and 2nd submittals): ............. $500.00
v Trip Generation Study Review Fee: ...... - .............. $200.00
0 0 & M Manual Review & SMA Recording Fee..,. ......... ........ ......... $100.00
1 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have
not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject
to the following Resubmittal Fees:
a Resubmittal Fees:
3'd submittal initial review fee): ......... ....... .............. ....... $3K00
4'h submittal (full initial review fee): ..................... ............ ........... $600A0
All subsequent submittals: .,,. ........ ...... $600.00
(Full initial review fee)
TOTAL REVIEW FEES (due at time of Building Permit issuance): h
PLEASE NOTE '7 HA ADDITION TO THE ABOVE FEES, THERE WILI� BE ADDITIONAL LICENSING
AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC
RIGHT-OF-WAY,
Cil} (,-)I,
Wh6w
l trus t I C W 0 R KS �gc
City of Wheat Ridge Municipal Building 7500 W.2 " Ave, Wheat Ridge, € O 0033-8001 : 301235.2861 F: 303.235.2857
NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED: ADDRESS:
Dear Contractor:
In conjunction with the approval of the building it application for the above referenced
address, this letter is to inform you that all existing public improvements located along the
frontage sof said address shall be restored,(if damaged from relatedconstruction) to an
acceptable condition, as determined by City of Wheat ridge public Works Department, and prier
to the issuance of a Certificate ofOccupancy.
Prior to any construction commencing, the City's representative will conduct ars € nsite
inspection to determine the existing conditions of the public improvements at this address.
If y you have any questions, please contact rise at 303.235.2864.
David F. l rossman, P.L.S.
Development Review Engineer
Cite
s 1s°Xi—w seatridge.co.us
Geoscience & Design, Inc.
P.0, Box 68 Franktown, Colorado 8ou6 - Phone: 303,688.2150 - Fax. 03.6S .1295 - CoGeoDesign
SUBSURFACE INVESTIGATION
JEFF.N
m
REPORT NO. 15-401
MY 30, 2015
NOT VALID WrMOUT
ORIGINAL SIGNAMRE
GEOTECHNICAL STRUCTURAL CIVIT, ENGINEERS
General
1
Site Conditions
1
Field and Laboratory Investigation
1
Foundation Recommendations
2
Criteria for Concrete Slab on Grade Construction
3
Placement of Foundation Fill
5
Subsurface Drainage
5
Surface Drainage
6
Foundation Excavation
7
Radon Gas
7
General Information
7
Location Map
Figure I
Log of Test Holes
Figure 2
Swell / Consolidation Charts
Figure 3
Summary of Laboratory Testing
Table I
Details of Foundation Drain System
Detail I
Foundation Grading Detail
Detail 2
Appendix
Information but the Report
Subsurface Inve3figatiOn
Yukon Grove, LLC
jW,. tenort No, 15-401
This report presents the results of data obtained during the subsurface investigation at
3361 YUKON COURT, JEFFERSON COUNTY, COLORADO, This investigation was
made to determine the type of foundation required, allowable bearing capacity, and
groundwater conditions encountered at the time of the field investigation.
At the present time there the site is vacant. it is our understanding a single-family
residence is planned for this site. The proposed structure will consist of wood framed
construction with a steel reinforced concrete foundation, We anticipate the foundation
loads to range from 1,000 to 2,000 pounds per lineal foot of foundation wall,
The general topography of the site slopes approximately 1% to the east. —rhe
vegetation at the site consists of native trees, grass and weeds, The weather was warm
and partly sunny at the time of the investigation.
If the type of construction changes from that specified above, please contact this office
for additional recommendations and/or requirements.
One (1) exploratory test hole was drilled on July 2, 2015 at the site shown on th
Location Map, Figure 1. The test hole was drilled with a four -inch (4") diameter auge
advW:nced with a CME -45 soil exploration drill rig.
amplel
drillino tools were removed from the test holes and soil sample
MF
I
Subsurface Inves4ation
Yukon Grove, LLC
Colorado Geoscience and Design, Inc, Report No. 15-401
Site soil conditions encountered may appear different from the test borings as
presented in this report, An excavation observation is required and must be
performed by a representative of this office to verify existing soil conditions, and
the proposed design bearing pressure. The excavation observation must be
performed only after the entire building footprint has been excavated to the bottom of
bearing elevation. In addition, it may be necessary to revise our foundation
recommendations based upon results of the excavation. The fee for this observation
n -Ond In the soil
of the soil
Failure to follow the observation requirements noted herein may jeopardize the
success of this construction project and shall absolve Colorado Geoscience and
Design Inc. from any and all responsibility for any damages arising from the
failure to obtain proper site observations.
Based on our evaluation of the subsurface conditions, we recommend the proposed
single-family residence be founded on continuous concrete footings and pads. A
professional engineer should use the following design criteria to design the foundations, I
M
RM
Subsurface Investigation
Yukon Grove, LLC
Colorado Gpzscienm and Q&�il Inc, Renort No. 15-401
nce Risk Category Representative Percent Swell
�sfSurohar e)__
Low 0 t`s lo <2
2 to <4
4 to <6
ry Hiqh 6
The swell potential of the indigenous soils for the residence at this site meet the criteria
for low risk of slab -on -grade movement. Concrete stabs may be used for basement
slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the
native soil, Furthermore, intolerable movement of any slab on grade may occur at the
site as a result of future factors beyond the control of Colorado Geoscience and Design,
Inc.
Any soil disturbed during construction shall be compacted by use of a vibratory
plate in the case of loose granular soils or wheel rolled by heavy equipment in
the case of soft clay or silt soils prior to placement of the concrete slab.
The soil should be kept moist but not wet during the compaction process as well
as immediately prior to the placement of the concrete slab directly onto the soil.
Steps shall be taken to ensure that subsurface moisture beneath the concrete
slab remains constant during the construction process.
Is
Subsurface Investigafion
Yukon Grove, LLC
Colorado Geoscience and Design, Inc, Report No, 15-401
Control joints shall be provided in the concrete stab. These control joints must be
saw cut or tooted to a minimum of one third of the thickness of the slab, No
portion of the concrete stab will have an area greater than neither 100 square
feet nor a maximum dimension of 12'-0" in any direction without a control joint.
All non-bearing partition walls shall be constructed with a minimum of 3 inches of
float to allow for slab -on -grade movement.
If a hot water heating system is used, the piping may be cast within the concrete
slab if the slab is reinforced with steel rebar and special care is taken not to
damage the piping during future construction activities, Nails shall not be driven
into a concrete slab that has hot water piping. Base plates should be attached
with construction adhesive or anchor bolts cast in the concrete slab at the time of
placement.
If a forced air furnace is used, a 2" flexible connection should be installed
between the furnace and the duct.
Jig Oil
The installation of an exterior foundation perimeter drainage system is required for any
habitable space below grade level. See Perimeter Drain Detail 1, for a suggested
method of installing this system. The perimeter drain shall discharge at a daylight
lM cation a minimum of 15 -feet away from the home. The daylight end shall have a
screened end section to prevent rodents from entering the drain. Alternatively, the
perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used,
homeowners should perform routine observations of the sump pump system to make
sure it remains in good working order, Failure to install and failure of a sump pump
system can cause serious foundation problems. Water accumulation around
foundation elements is the major cause of foundation stress, therefore proper
installation of the perimeter drain is very important.
M
Subsurface Investigation
Yukon Grove, LLC
9
Subsurface Investigation
Yukon Grove, LLC
Color2ito Go-ascrence and Des!*m, Inc. Regort No, 15-401
g
Now. *-M* "*o"
ffivot'1010~H.WIM-0.
conversat IF owner an r con rac r, n n expene
The performance of the project is not guaranteed in any manner, only that the
engineering work and judgments rendered meet the standard of care of the engineering
profession. The engineering services performed are within the limits set by the Client,
with the usual thoroughness and competence of the engineering profession, No other
representation, expressed or implied, is included or intended.
Ir TV All
been retained nor will they render an opinion concerning any environmental
issues, hazardous waste or any other known or unknown conditions that may be
present on this site, since this is not in the scope of this report.
M
PROJECTSubsurface 11 !i ati r�JOB NO, — 15-401
Colorado Geoscience and Design, Inc.
CLIENT: Yukon Grove, LLC
LOCATION -3351 YukonLog Court, Jefferson_2ou of Test Holes aty,_qpIora.do
DRILLING METHOD: 4" Continuous Flight Auger
Im
9M
M
W
M
W k84
M
a
Fine-grained sand, clayey to
very clayey, medium dense,
slightly moist, brown
Im
0
91
M
MN
72 72
Notes: Where Applicable—
'T
1, x/y indicates that 'Y' number of blows of a 140 -pound hammer falling 30a: Indicates groundwater encountered during the drilling operation.
inches are required to drive a 2 -inch diameter sampler "y" number of inches. I b, Indicates ground water encountered after 24 hours.
2. Ll Indicates depth at which soil samples were taken. C. Indicates auger refusal. d, indicates caving.
Em
�
\
LL. \
0 §
-00
\ g
00
:3 7
6
0 ±
100 :v ?: w: 2< 2 ? .<a
APPLIED PRESSURE (PS
TestHole No. 1 Depth 4' Soil Descriptiom » &<c»» « abb ?
100 300 im 3M SM IOM 20,000 28,000
APPLIED PRESSURE (PSF)
Test Hole Na, I QeLLh,19' Soil Descri2tion: Fine-grained sand cimeLto v t cla,
enL_aej, medium dense
sliahtly moi t brown
TWO =-1
d
BRACE WALLS, 10P & BOT,
I I
--WELL SLOPED — 12" PER
PRIOR TO BACKFILLING
10 F T, M i N. DO NOT DIKE` WITH
TOP 12" OF �,1,'E_LL--CO1MPACTED
BACKFILL.
MODERATELY COMPACTED
CONCRE7,'E GRADE BEAM
BACKFILL
FLOOR SLAB
POLYETHYLENE GLLUED TO WALL
r`,'XPAN!O0N, JOIN T__ ... ...... .. --AND EXTENDED AIe ONG THE
'AVATION,
BOTTOM, OFF CHE 6C
0ULDINC3 FE -1.3
/4" 10 1 1/2" CLEAN GRAVEL
t
4" DIAMETER PERFORATED PIPIE'l
--,,,SLOPE DRAIN PIPE 1/8' 1 PER FOOT '10
12" NIK DAYLIGHT, OR TO A SUMP PIT, �F 'TO
DAYUGHT, COVER END WITH SCREEN,
BACKF1LL AROUND THE FOUNDATION SHOULD BE MOISTENED AND
COMPTED AND 'THE_' FINAL GRADE SHOULD BE WELL SLOPED T 0
FIRECLUDit-.- PONDING OF RAINFALL, IRRIGAT�ON WATER, AND SNOW
M11"ELT ADJACENT TO FOUNDATION WALLS.
CAU7,1710M
DO NO1_ DIKE OR IMPEDE THE FLOW OF WATER AWAY FRO�Ml FOUNDAT10N
WALLS WITH SOD, EDGING OR DECORATIVE GRAV,E1, AND POLYETFIYLE�'�rC'_,
DOWNSPOUTS AND S4_1_ COCKS SHOULD DISCHARGE !NTO SPLASI'l
BLOCKS OR LONG, EXTENSIONS,
DRAIN SYSTEM BE1,0W GRADE
AND BACKFILL DETAILS
(FOR FOOTING1`�OLJNDATION)
Db: TAH.11 1
I
]F1 0 N "R A D 1 N G Q A L,
LJ
DECORATIVE, GRAVEL
OR BARK AREA,,
SOIL TO BE
SLOPED AWAY FROM
FOUNDATION.
mm
NOTE,
1, PR6VIDE A MINIMUM SLOPE OF 6" IN THE -
FIRST 10'--0" FROM HOUSE (10%).
2. DOWNSPOUTS AND EXTENSIONS SHOULD
EXTEND'E'D 5'--0" BEYOND THE F0UNDA"[1C)',,',!,
00 00 000%0
o=c
1,4*----F0UNDAT10N
DECORATIVE, GRAVEL
OR BARK AREA,,
SOIL TO BE
SLOPED AWAY FROM
FOUNDATION.
mm
NOTE,
1, PR6VIDE A MINIMUM SLOPE OF 6" IN THE -
FIRST 10'--0" FROM HOUSE (10%).
2. DOWNSPOUTS AND EXTENSIONS SHOULD
EXTEND'E'D 5'--0" BEYOND THE F0UNDA"[1C)',,',!,
Important Information About the Report
The data collected by Colorado Geoscience & Design, Inc. during this
investigation was used to provide geotechnical information and recommendations
regarding subsurface conditions on the site investigated, the effect of those conditions oil
the proposed construction, and the foundation type for the named client. The
stratification lines indicated on the boring log are approximate, and subsurface conditions
encountered may differ from those presented herein. This uncertainty cannot be
eliminated because of the many variabilities associated with geology. For example,
material and engineering characteristics of soil and bedrock may change more gradually
or more quickly than indicated in this report, and the actual engineering properties of
non-sarnpled soil or rock may differ from interpretations made based on boring logs.
Quantitative conclusions regarding the performance of geotechnical structures prior to
construction are not possible because of the complexity of subsurface conditions. Rather,
engineering judgments and experience are used to estimate likely geotechnical
perlunriance and provide the necessary recommendations for design and construction.
Put another way, we cannot be sure about what is not visible, so the collected data and
our training and experience are used to develop predictions and recommendations. There
are no guarantees or warranties implied or expressed.
The owner and/or client must understand that uncertainties are associated with
geotechnical engineering, and they, the owner and/or client, must determine the level of
risk they are willing to accept for the proposed construction. The risks can be reduced,
but not eliminated, through more detailed investigation, which costs more money and
takes more time, and through any appropriate construction which inigy it be recommended
as a result of that more detailed investigation. To reduce the level of uncertainty, this
report was prepared only for the referenced client and for the proposed construction
indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc, in
writing, the owner will assume additional geotechnical risk if this report is used for any
construction that differs from that indicated in the report. Our fin should be consulted
well before changes in the proposed construction occur, such as the nature, size,
configuration, orientation, or location of any improvements. Additionally, the knowledge
and experience of local geotechnical practices is continually expanding and it must be
understood the presented recommendations were made according to the standard of
practice at the time of report issuance. If the construction occurs one or more years after
issuance of the report, the owner and/or client should contact our firm, to determine if
additional investigation or revised recommendations would be advisable,
Geotechnical practice in the Denver Region must consider the risk associated with
expansive soils and bedrock. Geotechnical practice in the Denver area uses a relative
scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the
sample is wetted tinder a surcharge pressure (loading) of 1000 pounds per square foot
(Pp), the measured amount of swell is classified as low, moderate, high, or very high.
"Fable 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
'2 to I Y2% Low
I'/,. to 3 V2% Moderate
31/2 to 6% High
6 to 8% Very High
Greater than 8% Critical
The swell potential classifications are based on the percentage of swell for samples placed oil
swelUconsolidation machines under a surcharge of 1000 pounds per square foot.
The relative swell classification can be correlated to potential slab damage as
follows:
Low - 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 moverrient, closed voids,
closed furnace plenum, and possible pipe rapture.
"These effects are based on monitoring and observation by several firms in the Denver
metropolitan area and are not limited to the relative swell classification. More or less
dainage can occur in all classifications because of the uncertainty associated with
subsurface conditions and gemechnical engineering,
It is unportant to note that measured swell or soil expansion is not the only geotechnical
criteria for the type of floor and foundation recommendations, Additional criteria
considered include:
* Soil and bedrock. type and variability
* Stratigraphy
* Groundwater depth and anticipated post -construction moisture conditions.
* Surface water drainage and features
* Post -construction landscaping and irrigation
* Construction details and proposed use
* Local experience
Post -construction landscaping and owner maintenance will greatly affect
structures on expansive soils and bedrock, Typically, irrigated landscaping increases the
soil moisture content above the pre -constructed water content. Slabs, pavements, and
structures significantly reduce evaporation of the soil moisture. Therefore, post -
construction heave and resulting damage to buildings and other improvements are likely
to occur on sites with expansive soils because of the high probability that subsurface
moisture content will increase as the property and surrounding area is developed. Poor
owner maintenance, such as negative slopes adjacent to foundation walls and irrigated
canAL
bmm&*m 0 *_ - - r _( , r increase the risk of damale
from expansive soil and bedrock. The property owner, and anyone he or she plans to sell
the property to, must understand the risks associated with construction in an expansive
soil area and also must assume responsibility for maintenance of the structure. The
owner and prospective purchaser also should review "A Guide to Swelling Soilsfor
Colorado Homebuyers and Homeowners, " which is a special publication (S P 43)
produced by the Colorado Geological Survey to assist homeowners in reducing damage
caused by swelling soils.
U0 1 . , "
ENUML
17 ff
"T 11
I a
Prepared by: Tracy Savoy
s• SEG 0216-024 — Page 2
The following pages summarize the heat gain and heat loss of the building using the RCCA 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 prefect 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 HVAC 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 HVAC 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.
,♦ SEG 0216-024 — Page 3
Average climate in Wheat Ridge, Colorado
er stations
Report SEG 0216-024 — Pagexa
4
#
SHR of 0.90
* The Load Analysis includes 5 people (# of Bedrooms + 1) and a 1,200 Btuh appliance load
R6port SEG 0216-024 — Page 6
L
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. at Heat Loss, or next
• Listed Output Heat Capacity must be sized at 100-140% of Design Tot
nominal size unless a larger size is dictated by the cooling equipment selection
A
P%ED Assessment
Entire House
SA'K;N,
Savoy Engineering Group
Job: SEG 0216-024
Date: Feb. 23, 2016
By: Tracy Savoy
Phone(801) 949-5337 Web: wwwload-calcutatioris.com
Project Information
For:
Yukon Grove
Plan A - Cottage
Lot 11, 3351 Yukon Court, Wheat Ridge, CO 80033
Desi2n Conditions
Locatiow
Indoor:
Heating
cooling
Denver Stapleton Int'l AP, CO, US
Indoor temperature (*F)
72
75
Elevation: 5285 ft
Design TD (OF)
79
20
Latitude� 40 ON
Relative humidity (%)
50
50
Outdoor:
Heating
Cooling
Moisture difference (gr/lb)
67.6
Dry bulb (OF)
-7
95
Infiltration:
Daily range
Wet bulb (OF)
-
59
Wind speed (mph)
15.0
T5
Test for
Adequate Exposure
51veMly
RMMBNEM�
HOUI of Day
Maximum hourly glazing load exceeds average by 24.8%.
House has adjguate exposure diversily (AEDI, based on AED limit of 30%.
2016 -Feb -23 1210M
N- + WrightSft
O ' Right-SuiteO Universal 2015 15A25 RSU13868 Page I
AM —on A Cottage Lot 11\Yukon Plan A CTG Lot 11.rup Calc - Wit House Front faces: E
Component • ♦;
♦ a ... 0216-024
HouseEntire
SIN Savoy EngineeringGroup
Priem (801) 949-5337 Web: mmicrad-calculations,cont
Prgigct
Information
For� Yukon Grove Plan A - Cottage
Lot 11, 3351 YukonCourt,
Wheat Ridge,4
Design
Donafflon$
Indoor:
Heating
Cooling
Denver Stapleton Int'lAR CO, US
Indoor temperature
(OF)
72
75
Elevation:Location:
5285 it
Latitude: 40ON
Relative humidity%50
50
Outdoor: Heating Cooling
Moisture difference (gr/lb)
67.6
-45A
Dry bulb95
Infiltration:
Daily range (OF) - 27 (H
Method
Simplified
Wet •• i
Construction quality
Tight
Wind speed (mph) 15,0 7,5
Fireplaces
0
Construction descriptions
AreaU-value
.w Htg HTM
Insul
;.ss
i HTM
Gain
Walls
15B13-0wc-10: Bg wall, heavy dry or light damp soil, 2"x4" wood int frm,
n
216
U45
13.0
3.56
768
0
0
concrete wall, r- 13 cav ins, 8" thk, 1/2" gypsum boardint fnsh
n
62
0,059
294
f'
e
231
#r
03,56
821
f
s
216
Or
s
62
f *
110
4,75
294
O04
2
w
200
O
i
712
f
f
i
0,059
/
4,75
140
0,04
1
all
1017
f
#
3,73
3798
O01
5
Yukon Plan AG Stucco Wall: Frm ii
f
1
3,56
176
0,75
37
i... 'i gypsum M. iii
a
142
O045
22,0
a
505
0.75
106
ox. stud
an
191
0,045
681
0.75
143
Yukon Plan AG Vinly Wall-, Frm wall, vni ext, 1/2" wood shth, r-8 batt ins,
n
301
U45
22,0
3,56
1069
0,75
225
r-14 spray foam ins, 1/2" gypsum i a i i wood frm, 16"
e
84
0.045
f
3,56
298
0.75
63
i
0,04
f
155
1725
0,75
362
ii
U45
/
3,56
322
0.75
68
all
0
0,045
f
3,56
3413
035
717
Yukon Plan Window Welt Concrete wall, 2"x4" wood int frog, 8" thk, r-1 3
n
91
0,077
110
6,08
566
0.92
84
cav ins, 1/2" gypsum board int frish
e
31
0.077
13,0
&08
187
0.92
28
a
61
U77
f
6,08
374
OM
56
all
184
U77
f41117
0,92M''
Partitions
• f gypsum o i int
412
f fi
0.70
288
t a
Windows
4A5-2ow 2 glazing, clr low-ei. gap,
n
ii
{ ":f
0
26,9
1773
12O
794
0,340
f
Mg
537
IM
241
40
0.340
f
26,9
1074
323
1291
e
25
0340
0
26.9
i. 72
32,3
807
S
43
•f
0
26.9
1142
17,8
757
f
0340
f
26,9
1343
17,8
891
20
0340 f
f
26,9 a537
323
646
all
Rt.
f
26,9
7078
20,6
5427
2018 -Feb -23 12:10:52
i o ' Right-SuireO Universal 2015 95.0.25 RSU13868 Page 1
AM on A Cottage Lot 11\Yukon Plan A CTG Lot 11.rup Laic = MJ8 Nouse Front faces. E
4A5-2ov: 2 glazing, cir low -e outr, air gas, vni finn mat, clr innr, 1/2" gap, e
30
0,340
0
26,9
806
24.0
720
1/4" tW NFRC rated (SHGC=0.27); 5,5 ft overhang (6 ft window ht, 2 ft
sep.)
4M-2ovd: 2 glazing, cir tow -e outr, air gas, insulated vinyl frm mat, cir 6
49
0,340
0
26.9
1305
I7.8
866
innr, 1/2" gap, 1/4" thk: NFRC rated (SHGC=0,27)
Doors
11 DOI. Door, wit sc type e
24
0.390
0
30.8
749
10.8
263
Ceilings
165- 50ad: Attic ceiling, asphaft shingles roof mat, r-50 cell ins, 112"
1293
OMO
50,0
1.58
2043
1,03
1327
gypsum board int fresh
Floors
19A-30bstp: Part floor, r-30 ins, firm f1r, 8" thkns, 1/2" gypsum board int
54
0M4
30,0
2,25
121
0.57
31
frish
21A -20t: B9 floor, heavy dry or light damp soil, Sdepth
190
0.027
0
2,13
405
0
0
21A -32t: Bg floor, heavy dry or light damp soil, 10" depth
1071
OMO
0
1.58
1692
0
0
2016Feb-23 12:10M
wrightSOft" Right -SOW) Universal 2015 15,0,25 RSU13868 Page 2
AM...on ACottage Lot 111Yukon PlanA CTG Lot 11.rup Calc = We House Front faces: E
Load Short Form
Entire House
ISAVON, t NQN0 RINci GROUP Savoy Engineering Group
'reject Information
For: Yukon Grove Plan A - Cottage
Lot 11, 3351 Yukon Court, Wheat Ridge, CO 80033
Job: SEG 0216-024
Date- Feb. 23, 2016
By: Tracy Savoy
Phone: �801) W-5337 WW wmWoad-calculabons,com
F-
Design Information
Htg C19 Infiltration
Outside db (OF) -7 95 Method Simplified
Inside db (OF) 72 75 Construction quality Tight
Design TD ('F) 79 20 Fireplaces 0
Daily range - H
Inside humidity 50 50
Moisture difference (gr/lb) 68 -45
Make
Trane
Trade
XB90
Model
TUCIB06OA9361A*
AHRI ref
2008193
Make Trane
Trade TRANE
Cond 4TTR3024G1
Coil 4TXCB031BC3
AIW V1tTef---559W- 65 --
Efficiency
92.1 AFUE
Efficiency 11,5 EER, 13,3 SEER
Heating input
60000 Btu h
Sensible cooling
20700
Btuh
Heating output
56000 Btuh
Latent cooling
2300
Btuh
Temperature rise
63 OF
Total cooling
23000
Btuh
Actual air flow
986 cfm
Actual air flow
900
cfm
Air flow factor
0.036 cfmJBtuh Air flow factor
0.071
cfm/Btuh
Static pressure
0.50 in H2O
Static pressure
0,50
in H2O
Space thermostat
Load sensible heat ratio
1.00
ROOM NAME
Area
Ht g load
Cig load
Htg AVF
Clg AVF
(ft -1)
(Btuh)
(Btuh)
(cfm)
(cfm)
Master Bath
149
3221
1514
115
108
M'WIC
41
0
0
0
0
Master Bedroom
186
2636
1358
94
97
Bedroom 2
110
1559
836
56
60
CL 2
14
0
0
0
0
CL 3
13
0
0
0
0
Bed 3 / Study
110
1876
1285
67
92
DR/GR/KIT
516
7427
4967
265
354
Stairs
37
0
0
0
0
PNT
9
0
0
0
0
LND
8
0
0
0
0
Bath
44
938
490
33
35
Linen
8
0
0
0
0
Crawlspace
190
1140
6
41
0
Mechanicals
416
3465
326
124
23
Bedroom 4
191
2884
1252
103
89
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
CL 4
25
0
0
0
0
Bath 2
52
414
0
15
0
Laundry
48
0
0
0
0
Stairs 2
44
0
0
0
0
EC Room
296
2081
580
74
41
G.Stir
18
0
0
0
0
Entire blouse d
2522
27643
12613
986
900
Other equip loads
6485
1642
Equip. a@ 1.00 RSM
14254
Latent cooling
0
TOTALS
2522
34128
14254
986
900
Calculations approved by ACOA to meet all requirements of Manual J 8th Ed,
2016 -Feb -23 12:10M
WrightSOft Right-SuPte Universal 2015 15.0.25 RSU13868 Page 2
.on A Cottage Lot 111Yukon Plan A CTG Lott 11.rup Laic = W8 House Front faces: S
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Phone: (801) 949-5337 Web: wwwload-calculations Com
By: Tracy Savoy
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Phone: (801)949-5337 Web: www.load-calculations.com
By: Tracy Savoy
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Right -JO Worksheet
Entire House
Phone: (8011949-5337 Web: wmioad-calculations,com
By, Tracy Savoy
MIN
2016 -Feb -23 12:10'M
-01*- WrIghtgOft' Right-SuftKI) Universal 2015 15,0,25 RSU13668 P
—on A Cottage Lot 11 \Yukon Plan A CTG Lot 11,rur, CaIc=W8 House Front faces: E
Right -JO Worksheet
Entire House
Phonw (801) 949-5337 Web www.toad-calculations.com
By: Tracy Savoy
�Mffl MRFI
...... .... ...
2016 -Feb -23 1210:52
wrl'ght"4W Riqht�SuiteO Universal 2015 1&0,25 RSU13868 Page 10
... on Auttage Lot MYukon PlanA CTG Lot 11,rup Cale = W8 House Front faces: E
Right -JO Worksheet
Entire House
By: Tracy Savoy
Right -JO Worksheet
Entire House
Job. SEG 0216-024
2016 -Feb -23 12:10:52
- Right-SuiteO Universal 201515,0,25 RSU13868 Page 12
Project Summary
Entire House
Savoy Engineering Group
Phonet (801) 949-5337 WW wv"foad-CWCuWfiQns.00M
Project Information
Notes: Joy Valentine
Coot Sunshine Heating & Air Conditioning, Inc
Design Infonnation
Weather: Denver Stapleton lnt'IAP, CO, US
Winter Design Conditions Summer Design Conditions
Outside db
-7
"F
Inside db
72
'IF
Design TD
79
OF
Heating Summary
011
Structure
27643
Btuh
Ducts
0
Btuh
Central vent (91 cfm)
6485
Btuh
Humidification
0
Btuh
Piping
0
Btuh
Equipment load
34128
Btuh
Method Simplified
Construction quality Tight
Fireplaces 0
Outside db
Heatin
Coolin
Area (W)
2522
2521
Volume (ft3)
16951
16951
Air changes/hour
011
0.06
Equiv. AVF (cfm)
31
17
Outside db
95
OF
Inside db
75
OF
Design TD
20
OF
Daily range
H
Relative humidity
50
%
Moisture difference
-45
gr/lb
Sensible Cooling Equipment Load
Sizing
Structure
12613
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
14254
Btuh
Latent Cooling Equipment Load Sizing
Structure
569
Btuh
Ducts
0
Btuh
Central vent (91 cfm)
-2304
Btuh
Equipment latent load
0
Btuh
Equipment total load
14254
Btuh
Req, total capacity at 0.90 SHR
1.3
ton
2MM=M323MLZE=
U11 1
2016-Feb-
Weight$Oft' Right-Sufteli) Universal 201515.0.25 RSU13868
... on A Cottage Lot 11\Yukon Plan A CTG Lot 11,rup Catc-W8 House Front faces E
Manual S Compliance Report Job: SEG 0216-024
Date: Feb. 23, 2016
Entire House Sy: Tracy Savoy
Savoy Engineering Group
Phone: (801) 949-5337 Web� wowfoad-osiculations,corn
N ....... - -- -------
Project Information
For: Yukon Grove Plan A - Cottage
Lot 11, 3351 Yukon Court, Wheat Ridge, CO 80033
L Cooling Equipment
Design Conditions
Equipmentlype:
SplitAC
Manufacturer:
Manufacturer,
Trane
986 ofm
Actual airflow,
900
cfm
Sensible capacity: 16352
Btuh
Latent capacity:
1308
Btuh
Total capacity:
17660
Btuh
Equipment type:
Gas furnace
Manufacturer:
Trane
Actual airflow:
986 ofm
Output capacity:
56000 Btuh
Sensible gain: 14254
Btuh
Latent gain: 0
Btuh
Total gain: 14254
Btuh
Estimated airflow'. 900
cfm
115% of load
0% of load
124% of load SHR, 93%
7`1111111111
111111MIN111111111101VIN IM11911101111F 1 11111111�1�11
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2016 -Feb -23 1211:
wrights0ft' Right -Suite& Unhersat 2015 15,0.25 RSU13868 Pao
... on A Cottage Lot 11kYukon PlanA CTG Lot 11,rup Cale - MJ8 House Front fitew E i
&+ wrightsoft- Right-Suita<* Universal 2015 15,0.25 RSU13868 2016 -Feb -23 1211
on ACottage Lot 11\Yukon Plan A CTG Lot 11,rup Calc = W8 House Front faces� E P -9i
Return
Branch
Detail
Table
Grill
Stud/Joist
Size (in)
Opening (in)
•
OX0
209
Ox
0
rt2
OX0
356
Ox
0
rtl
OX0
421
-------- --- ----
---------
-
Return
Trunk
Detail
Table
TrunkM
4
R.
M
�l����c�����,
(in)
Mate
Peak A
0 x
0 ShtMetf
Peak AVF
0 x
0 ShtMetl
&+ wrightsoft- Right-Suita<* Universal 2015 15,0.25 RSU13868 2016 -Feb -23 1211
on ACottage Lot 11\Yukon Plan A CTG Lot 11,rup Calc = W8 House Front faces� E P -9i
N
IBM=
4xIO
74 cfm
A
Trans
Condenser: 4TTR3024G1
Coil: 4TXC8031BC3
Furnace: TUC I B06OA936W
REC Room
6"
8"
6- 14 x 14
M=
Bedroom 4
IOx4
103 Om
Job #: SEG 0216-024
Performed by Tracy Savoy for:
Yukon Grove Man A- Cottage
Lot 11, 3351 Yukon Court
Wheat Ridge, CO 80033
8xx6 12 x 181
VCL4L 6.1
L'AWEd 11,
AMAVLO124-M-TT-H.M.1111 .
Scale: I - 81
Page I
Right-SufteO Universal 2015
150.25 RSU13868
2016 -Feb -23 12:12:32
Job #: SEG 0216-024
F6iifffirnnat k.y-ftur-
Yukon Grove Plan A- cottage
Lot 11, 3351 Yukon Court
Wheat Ridge, CO 80033
NOW -0 -0-1 =11 11
EWE "I, Mr-IMOMMOMHOMMUM or
Scale', 1 : 81
Page 2
Right -Suite@ Universal 2015
15,0,25 RSU13868
2016 -Feb -23 12:12:33
1�7-1/2"
16-114"
2" DIAMETER
* OUTSIDE AIR
518'" I }
SingleCondensing Gas Furnac
• >;
s .'1►*' .
1/2' -1/2" FLUE cc NNENECT
2" A
7/8"DIA. HOLES
ELECTRICAL 7-1l2"
CONNECTION
1-112"' DIA. HOLE
4 ,, ' #
A3 CONNECTION S
112"ELECTRICAL�
1 SUPPLY
. ,�"" ,� } (ALTERNATE)
314 7/8'" DIA. K O,
28-114i � ���7. � � �"� -ELECTRICAL
°° SUPPLY
(ALTERNATE) (ALTERNATE)
30-51891 �Q 1-518"
-1/2* DIA,
r i a K.O. GAS
r r r
CONNECTION
NNET
20r1/4"(ALTERNATE) 7tq" ..
r r r r 1 + �r to&�
22-112" tCi 04
e' 1-1/8" DIAXO.
c3>
CONDENSATE
*3ys[ DRAIN - Alternate
24-1132"
}
� �1ir.A��
1-7/8"X 7/8" SLOT K.O. ��,0% 1119.CONDENSATE D
t !!
(FOR HOR€ZONTA) ` ' � 1. 176. U1 �4 -0
09
y 4f
FURNACE AIRFLOW (CFM) VS. EXTERNAL. STATIC PRESSURE (INS. w.g.)
MODEL SPEED TAP 0.10 0.20 0.30 0.40 0.50 0.50 0.70 0.80 0.90
TUC! B06OA9361A 4- HIGH - Mack 1394 1359 1314 1260 11 1122 1038 945 843
-' 1250 1232 1202 1160 1106 1040 962 873 771
2 - MIDI}. -LOW - Yellow 1102 1092 1069 1034 986 925 852 766 668
957 944 922 891 806 750 686 614
CFM VS. TEMPERATURE RISE
MODELCubic Feet Per Minute (CFM)
900 1000 1100 1200 1300 1400
TUCIS06OA9 61A 56 50 45 42 39 36 10!06
0 2006 American Standard Inc.
TYPE
Ueow / Horizontal
RATINGS U2
Input BTUH
60,000
Capacity BTUH (ICS)
56,000
AFUE
92.0
Tem2, rise jMin.-Max. ) "F.
30-60
BLOWER DRIVE
DIRECT
Diameter -Width (In.)
10x7
No. Used
I
Speeds (No.)
4
CFM vs. in. w.g.
See Fan Performance
Motor HP
1/3
R.P.M.
1075
Volts/Ph/Hz
115/1/60
COMBUSTION FAN -Type
Centrifugal
Drive - No. Speeds
Direct - I
Motor HP - RPM
1/55-3000
Volts/Ph/Hz
115/1/60
F.L. Amps
1.0
FILTER — Furnished?
No
Type Recommended
High Velocity
Hi Vol. (No.-Size-Thk)
I - 17x25 - lin.
VENT COLLAR — Size Qn.j__
2 Round
HEAT EXCHANG;___
Type -Fired
Alum. Steel
-Unfired
PI-ey-PIA red)
ORIFICES — Main
Nat,Ga& Qty, — Drift Size
3-45
L.P. asM Drift Size
3-56
PILOT S I: DEVI
Type
Hot Surface Ignition
_§UWW
Mulfcort Inshot
Number9
POWER CONN� V/Ph/Rz X
115/1/60
Ampacity (in Amps)
8.4
PIPIE
DIMENSIONS
PTTM
Crated (In.)
41- 3/4 x 19-1/2 x 30-1/2
40x1Z-1L2xR§
WEIGHT
Shipping (Los.) Net (Lbs)
1501140
@1 ased on U,S, Government Standard Tests.
(D The above wiring specifications are in accordance with National Electrical Code; however, installations must comply with local codes.
Lsa�sM �f i
NATURAL GAS MODELS—Central heat- BURNERS — Multi -port, in -shot burners STYLING — Heavy gauge steel and
ing furnace designs are certified by the will giveyearsof quiet and efficient service. "wraparound" cabinet construction is
American Gas Association 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
r -1 -
der standard rating conditions using Ameri-
can National Standards Institute standards.
SAFE OPERATION — 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 op-
eration,
SnoeTrane has a pol4otoontnuous product andpoiduid
data drnprovernent, it reservesthe right tocharigespecifica-
tnins and design without notice,
Trane
A business of American Standard Companies
www.trane,com
Js
for E,A,C./humidifier,
,trivig '**ver At*t*r, witX vuXiciox"t 2ixl*�a
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 -faced fiberglass insu-
lation. This results in quiet and efficient
operation due to the excellent acoustical
and insulating qualities of fiberglass.
The integrated system control lights the
the room thermostat. Complete front ser-
vice access.
I . �, •
•"MLO I "I IS
https://www.cotilf'ortsite.com/EBizJApplication`/productlnf'o/Performanc..�
Capacities are net in Stuh/1000 - indoor fan heat deducted
Outdoor Model 4TTR3024GI
Indoor Model 4TXCB031BC3
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
1125
EM
Rated with 25 Feet 5/8 suction 3/8 liquid lines
O.D.D.B. I.DOTAL CAPACITY SENSIBLE CAPACITY SYSTEM
72 Kw
85
=3
59
22�50
Airflow
700
900
Total Capacity
0.98
02
Sensible Capacity
0,93
107
Compressor Kw
099
101
Rated with 25 Feet 5/8 suction 3/8 liquid lines
O.D.D.B. I.DOTAL CAPACITY SENSIBLE CAPACITY SYSTEM
72 Kw
85
=3
59
22�50
17�50
[19.610
21.70
L21
1.87
85
6
2 3j
23.50
.50
14.30
'6. 0
"��o
00
1.88
85
67
25.20
11,40
1150
15.60
17.00
1,90
95
59
20,50
16,60
E
20,50
20.5
1.96
95
63
21,50
21�50
1150
1730
[19J0
1.98
95
67
23,00
10,50
12,60
1430
16,10
2.00
105
63
19.50
1230
14.80
16,90
18.30
2.08
105
67
20.80
930
11.80
1190
1530
2,10
105
71
22,60
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
122
*** 95
59
20,50
IDDB=
75.00
18.70
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
I of 1 4/23/2015 8:33 ANM
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