HomeMy WebLinkAbout5317 Nelson StreetFrom: no-reolv(alci.wheatridae.m. us
To: CommDev Pets
Subject: Online Form Submittal: Air Conditioner/Evaporative Cooler Permit Application
Date: Tuesday, September 7, 20217:22:04 AM
Air Conditioner/Evaporative Cooler Permit Application
This application is exclusively for AIR CONDITIONER OR EVAPORATIVE
COOLER.
YOU MUST ATTACH THE ELECTRONIC PAYMENT FORM IN ORDER FOR
THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
PROPERTY INFORMATION
Is this a new install or
Replacement of Existing Unit
replacement for an
existing AC unit?
Is this Residential or
Residential
Commercial?
Property Address
5317 Nelson St.
Property Owner Name
Susan Schexnayder
Property Owner Phone
303-358-1887
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Schexnayderl@comcast.net
Address
Attach City of Wheat
Payment Auth.odf
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
CONTRACTOR INFORMATION
Contractor Business
Heart Heating & Cooling
Name
application.
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 Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Applying for Elizabeth Osborne
Permit
Email not displaying correctly? View it in your browser.
Name
Contractor's License 210007
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contractor Phone
720-372-2211
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
permits@heart-hvac.com
Address
Retype Contractor
permits@heart-hvac.com
Email Address
DESCRIPTION OF WORK
What type of unit is
Furnace
being installed?
Number of BTUs
80,000
What is the efficiency
80
(%) of the unit?
Is the unit GAS or
gas
ELECTRIC?
Where is the furnace or
basement
boiler located (for
example, basement,
crawlspace, etc)?
Project Value (contract
3342.25
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
From: no-reolv(alci.wheatridae.m. us
To: CommDev Pets
Subject: Online Form Submittal: Furnace/Boiler Replacement Permit Application
Date: Tuesday, September 7, 20217:25:54 AM
Furnace/Boiler Replacement Permit Application
This application is exclusively for RESIDENTIAL REPLACEMENT FURNACE or
BOILER - LIKE FOR LIKE ONLY.
YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN
ORDER FOR THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
replacement residential
furnace or boiler like for
like?
PROPERTY INFORMATION
Is this Residential or Residential
Commercial?
Property Address 5317 Nelson St.
Property Owner Name
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Address
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
Susan Schexnayder
303-358-1887
Schexnayderl@comcast.net
CONTRACTOR INFORMATION
Contractor Business Heart Heating & Cooling
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 work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Applying for Elizabeth Osborne
Permit
Email not displaying correctly? View it in your browser.
Contractor's License
210007
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contractor Phone
720-372-2211
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
permits@heart-hvac.com
Address
Retype Contractor
permits@heart-hvac.com
Email Address
DESCRIPTION OF WORK
What type of
Air Conditioner
replacement unit are
you installing?
How many tons is the
3.5
unit?
For AC - what is the
16
SEER?
For Evaporative
Coolers, what is the
CFMs?
Where is the unit
backyard on ground
located (for example,
rooftop, backyard on
ground etc)?
Is electrical needed for
Yes
re -hook?
Provide Electrical
210007
Contractor's Wheat
Ridge License No.
Project Value (contract
4322.01
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING
AND AGREEMENT
INSPECTION RECORD
INSPECTION 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
Occupancy/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
Sewer Service
Final Electrical
Concrete Encased Ground (CEG)
Final Mechanical
Rough Electric "
Foundation / P.E. Letter
Rough Plumbing/Gas Line
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground/Slab inspections Date
Inspector
Initials
Comments
Electrical
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Sewer Service
Final Electrical
Plumbing
Final Mechanical
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections Date
Inspector
Initials
Comments
Wall Sheathing
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Mid -Roof
Final Electrical
Lath /Wall Tie
Final Mechanical
Rough Electric "
Roof
Rough Plumbing/Gas Line
Final Building
Rough Mechanical
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.
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
Final Mechanical
Roof
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
Protect This Card From The Weather
i CITY OF WHEAT RIDGE
_:�9�Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
s
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
❑ No one available for inspection:.:Time AM/�Mj
r` r
Re -Inspection required: Yes f No
When corrections have been made,aH4or-re-inspection at 303-234-5933
Date d q ' I) ' Inspector: 2
DO NOT REMOVE THIS NOTICE
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City of Wheat Ridge
Residential Roofing PERMIT - 201706179
PERMIT NO: 201706179 ISSUED: 08/16/2017
JOB ADDRESS: 5317 Nelson ST EXPIRES: 08/16/2018
JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 28.49 sq.
*** CONTACTS ***
OWNER (303)358-3203
SCHEXNAYDER MICHAEL
W
SUB (303)853-0072
Kyle Waldrop
160045 K&P Roofing LLC
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE: UA / Unassigned
SUBDIVISION CODE:
2318 / RAINBOW RIDGE,
SKYLINE
ESTATES BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
ESTIMATED
PROJECT VALUATION: 15,079.19
FEES
Total Valuation
0.00
Use Tax
316.66
Permit Fee
299.40
** TOTAL **
616.06
*** 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.
City of Wheat Ridge
Residential Roofing PERMIT - 201706179
PERMIT NO: 201706179 ISSUED: 08/16/2017
JOB ADDRESS: 5317 Nelson ST EXPIRES: 08/16/2018
JOB DESCRIPTION: Residential Re—roof to install asphalt shingles with 28.49 sq.
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 the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attesLdiiii I am le ally authorized to include all entities named within this document as parties to the work to be
performed and all rk to o ed is disclosed in this document and/or its' accompanying approved plans and specifications.
S' ure of (�WN&3 or 6019T5ACTOR (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 originalpermit 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 ging of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable co' e o . y ordinancearr".gulatipg of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dan Schultz c:�)0170 (017
From: no-reply@ci.wheat ridge.co.us
Sent: Monday, August 14, 2017 1:14 PM
To: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Follow Up Flag: Follow up
Flag Status: Completed
Categories: Danny
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
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.
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? W /C
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION �` L
Property Address 5317 Nelson St.
Property Owner Name Mike Schexnayder
It 6 16. a(p
141
u
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-4567)
Property Owner Email
Address
Do you have a signed
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed
Contract
303-358-3203
Schexnayder1 @comcast.net
Yes
5317 Nelson Street Contract.pdf
CONTRACTOR INFORMATION
Contractor Business
K&P Roofing LLC
Name
Contractor's License
160045
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address
(Primary address of your
business)
303-853-0072
4980 Monaco Street Suite B
Contractor Email Address I.randall@kpexteriors.com
Retype Contractor Email
Address
DESCRIPTION OF WORK
TOTAL SQUARES of
the entire scope of work:
I.randall@kpexteriors.com
28.49
Project Value (contract 15079.19
value or cost of ALL
materials and labor)
142
Are you re -decking the
roof?
Does the scope of the
project include a flat roof
(less than 2:12 pitch)?
Does the scope of the
project include a pitched
roof (2:12 or greater
pitch)?
Provide any additional
detail here on the
description of work. (Is
this for a house or
garage? What is the roof
pitch? Etc)
No
No ✓
No
House & Shed Roof 6/12 pitch
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full
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
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
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Yes
Yes
Yes
Yes
143
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Name of Applicant Kyle Waldrop
Email not displaying correctly? View it in your browser.
144
K & P
EXTES"osts.
�l
Name: Mike 5cheunayder
Phone: 303-358-32M
�
Email- -Sdmayd,"w mcasLoet
!(L
Job Address: 5317 Nelson Si:
—
Dtxosit $4,082,,8 (25%
City, Slate, Zip. Arvada, C0 80002
Apprmdmatie [fates Of Service:
- -
09/04/2017 to 09/09/2011
Scope of Work
K&P Roofstg busts nce Provider
Tear -off:_ 2&A95O
f3O6 b»toe
lrn4a9 Roofing SQ: ... -.. 335Q
5660GreenwoW Plaza Blvd, Ste SW
//����
Sbnrm
Greenwood Village, CO 8DU1
Type Owes tiotrtirug fltxatioet f9 i ttJ3t?�
General tbbdiity
loe Barrier: 6istall ateaves & vWkVs
$ ,AOWAW Each occurrence
Felt: ltestaR Srrttl+etic Eeft
WarkersCot on_
WODAM Ear Aaodent
Drip Edge & Ca ter Agan: htstidl ad eaves 8. rakes
Contact Agent
Number of Structures 2
Steve Doss
(M) 330-7916
Notes: Remove & replace house & shed nooE Rerroae & repLz egatters & dgwpspotds on
'IXPDoaGgllCdoest t oHtr say reban to homeawrws
paI arroo5rrgsemi—ttuough an davrwme daim. nor can
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mntradedamouartof$1b32993
naive tixirdeductdWe inany way,
Provide a 5 year guarantee of workmanship
K&P6oafirg is not respwuiir6e for gutters vAirh are damaged
Seal around all vents, pipes. andfashkAgs.
in the cnmseof ammalrootingpmtedure.
Clean Up and haul array a8 trash.
Furnish all mater®kandfahortamrmpieL heia&
iiain6thecdsseoEraofagyourfmrae tberemaytresome
No interior damage will be covered unless interiorinspection is made prior to sfarbftthe jab.
Tate the prem necezmy to preventWwres,
WfaltuesLand otherrtrmsfianfaffmorMealdng K&P
[ower/AiAbtxbCdA&£xltl #}
Roofiftisnot r for dents; Wokm in the inwriorof
the house.
Under the terms ofthis ambadtheamtmmzhiPmom" isnot ef unWpayment isoodeurfa9.
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An amen fie can be paid by aostmrmer to "aurae heavy v&acles
odmwise, stall be r V. mics✓ invmtioyaod siVied by both parties
u0 int drire int mmaete.
Remanent of deterionftd de cliq& ir®boards roofya[fa Vis, pasfearg orhe rruxtr acs,
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As the General C-traGflr, tree propose to furnish permils„ tamres,, maWriaj and!arbor—mrmpiefed in aocardattm whit above dna, for the sum of:
Sixteen Thousand Three Hundred Twenty Nine Dollars and 93/100 ($16,32993)
*plus any Supplements approved by almmnce
ANY DEPOSIT MADE WIM BE HELD IN TRUST UNi1L MATERIALS HAVE BEEN DELIVERED TO THE JOIMTE.
FULL PAYMENT IS DUE UPON COMPLEInON OF WORK
ANm isgt>aranteedtobeasspm- Allwm istobeompieledimaaor, lap rummer
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K&P Roofing LLC -4980 Monaco St Commerce City, CO 80022 303-853-0072
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 235 -2857 Fax
INSPECTION NOTICE
Inspection Type: ArzI4 -2 r��F
Job Address: 5'..3/'7 sr
Permit Number: ,--ic?/ ;2
,
❑ No one available for inspection: Time r 35 AM /PM
Re- Inspection required: Yes ( ""1
When corrections have been made, call for re- inspection at 303 -234 -5933
Date: Viy /e7 Inspector: ,%
DO NOT REMOVE THIS NOTICE
Q; INSPECTION RECORD OccDDancvlTVpe
®'INSPECTION LINE (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
s
Call by 3:00 PM to receive inspection the following business day.
TO THIS JOB
M"
INSPECTOR MUST SIGN ALL SPACES PERTAINING
DATE INSPECTOR COMMENTS:.
FOUNDATION INSPECTIONS INITIALS
Footings /Caissons
Stemwall / Concrete
Plumbing (Underground)
Encased Ground -
ROUGHS `
Reinforcing or Monolithic
Sheathing.
Weatherproof / French Drain
- .Lath /Wall tie
Sewer Service Lines_
Electrical Service
Water Service Lines
P
NO CONCRETE UNTIL
V
ABOVE HAS BEEN SIGNED
OUR
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
'DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN $IGNED
ROUGHS `
Sheathing.
- .Lath /Wall tie
Mid -Roof
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
Rough Mechanical
ABOVE
INSPECTIONS TO BE
SIGNED PRIOR TO PROCEEDING
Framing !.
' Insulation
Drywall Screw
'.
FINALS
Electrical:
Plumbing
Mechanical
Roof �/ e
Building Final
Fire Department :.
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
R.O.W. & :Drainage.
(. SHOULD: BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Parking & Landscaping
COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
*`NOTE: ALL ITEMS MUST BE
FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION
CERTIFICATE OF OCCUPANCY IS ISSUED.
OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OF A CERTIFICATE OF
A� CERTIFICATE OF OCCUPANCY IS ISSUED
n,�c -hl PAN G�' -�' � ..-
CARD FROM THE WEATHER
City of Wheat Ridge
Residential Roofing PERMIT - 091243
PERMIT NO:- 091243 ISSUED: - 08/11/2009
JOB ADDRESS: 5317 NELSON ST -EXPIRES: 02/07/2010
DESCRIPTION: Reroof 28 sqs.:'' -
CONTACTS **x,
owner 303/898-3191
Washinton Mutual Bank
sub .303/690-2005 -
: 08-0105. Mountain View Roofing
PARCEL INFO
ZONE CODE : UA
USE: UA
SUBDIVISION: UA
BLOCK/LOT#:. 0/
FEE. SUMMARY
ESTIMATED
PROJECT VALUATION: 6,500.00
FEES
.
Permit Fee
Total Valuation
181.10
.00
Yd'ty;y
Use Tax
117.00
10
TOTAL
298.10
z;m.'
Conditions:
6. nail installation &.mid-roof inspection required.. Board sheathing spaced more.
than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and
water shield required from eave edge to 21 inside exterior walls.
Subject to :field inspections.
T hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this..
applicatio nd that I assume full responsibility for compliance with the wheat Ridge Building Code (I.B.C) and all other -
appli a wheat Rid ®O.[r/d~inanceg, for. work under this permit. Plans subject to field inspection.
Si ture of d tYo. n ac of/Oimerdate
This permit was issued in. accordance with the provisions set forth in your application and is. subject to the laws of the
State of Colorado and to the Zoning Regulations and Building. Codes of Wheat Ridge,. Colorado or. any other applicable
ordinances of the City..
. This permit shall expire 180 days.. from the issue date.. Requests for an extension must be received prior to expiration
date. An extension may be granted at the discretion of the Building Official.
If this. permit expires, anew permit may be acquired for a fee of one-half. the amount. normally required, provided no
changes have been or will be made. in the original plans and specifications and any suspension or abandonment. has not
exceeded one (1) year. If changes have been or if suspension or abandonment. exceeds one (1) year, full fees shall
be paid for anew permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage` problem.
Contractor shall notify the Building inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases. of the job.. -
' The issuance bf rmit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an appro 1 ny violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
All pla is subject to field inspections. ~
'ignature f.Chief Building ,Official date
INSPECTION REQUEST `LINE: (303)234-5933 BUILDING OFFICE.: (303)235-2855
:EQUESTS 'MUST BE :MADE BY. 3PM ANY .BUSINESS.DAY '.FOR '.INSPECTION . THE.. FOLLOWING 'BUSINESS DAY.
FWHEgT City of Wheat Ridge Building Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
U m Office: 303-235-2855 * Fax: 303-235-2857
Inspection Line: 303-234-5933
oo<orxro°
Date: O I I f /G.
Plan l
Permit CS l J =
Building Permit Application
Property Address: Z JVeA01'7
Property owner (please print): Wr9~~/ afe pf-'Phone: 303
Mailing Address: (if different than property address) Address:
City, State,
Contractor:
Contractor License Phone: 3 0 3 611' 6` 0Z7o6,
Sub Contractors:
Electrical City License Plumbing City License Mechanical City License
Company: Company Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
of space (description): O o o Construction Value: $ 00,-
Use of (description): 7 (as calculated per the Building aluation Data sheet)
/7J~/W ~/19 ~O ~Oy/~ Plan Review (due at time of submittal): $
-2~
V M•
Sq. Ft./L.Ft added: Squares BTU's Gallons Amps
OW NER/CONTRACTORSlGNATURE OF UNDERSTANDING AND AGREEMENT
1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection.
CIRLCE ONE:: (OWNER) (C/O/NTRACfTOR) or PERSONAL REPRESENT VE of (OWNER) (CONTRATOR)
PRINT NAME: ~ /i CIG/ie"S 5 SIGNATURE: Date: ~f
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Date: t O ~ l ~ PA--
A CertiNcate of Occupancy or Completlon has been requested for:
Puavoar or STRUCrulm.- , -Z
Building Department
Remarks:
Zoning Approval
Remarks:
Publie Works Approval: O&T
Remarks:
Fire Marshall Approval:
(Ii Applicable)
Remarks:
Sanitation Dist►ict A
(Ii Appiicabie)
Remarks:
Water Distriet Approval'
(If Applicable)
Remarks:
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INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE (303) 234-5933
INSPECTION RECORD
JOB ADDRESS TYPE OCCUPANCY
BUILDING PERMIT N0. DATE ISSUED t
OWNER +M 1 ~ iA,, 11( 1 1A.i1 I i('
CONTRACTOR "
SETBACKS FROM PROPERTY LWES: NORTH SOUTH EAST WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION DATE INSPECTOR
Foundations
[
Footootings
7 )i4~)" 'z' LA
Caissons
Reinforcing or Monolithic
7-1
Weatherproofing
) - i q~ o~-k
1
-'°1~ 1.- Pn11R Nn CONCRETE UNTILABOVE HAS tiEEN SIGNED
~ .
Concrete Slab Floor:
Electrical (Ground Work)
~]1 Y->S✓'-
Plumbing (Ground Work) '
• Q rq - -GU
Heating (Ground Work)
F)n Nnr POUR FLOOR UNTIL ABOVE HAS fjEEN SIGNED
Rough Electrical
~
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Rough Plumbing
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Air Test Gas Piping
Rough Heating & Ventilation
A
.
Framing
InSUlatlOn
Drywall Nailing
ig- ''L~~~ 09
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Roofing
~t - 13 y
Refrigeration
Electrical Underground
Final
Electrical
-o
d
Plumbing
L _ 'O`1
Heating & Ventilation
p~ 1- o`k
Frame
iQ - (-o q
Vu tr~SC~~.~.o
R.O.W. & Drainage
Fire Department
Parking & Landscaping
tF c. • ,
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
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COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77770
BUILDING INSPECTION LINE -(303-234-5933) Date : 9/27/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES
Property Address : 5317 NELSON ST Phone : 466-1831
Contractor License No. : 21948
Company : Greater Western Fence Phone : 469-8261
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $350.00
I hereby certify that the setback distances proposed by this permit applicalion are accurale, and Permit Fee : $30.55
do not violale applicable ordinances, rules or regulations of the City of W heat Rid9e or $0.00
covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee :
made are accurate; that I have read and agree to abide by all conditions prinled on this Use Tax : $4.20
application, and that I assume full responsibility for compliance with the W heal Ridge Building
Code (U.B.C.) and all other applicable Wheat Ri g, ordinances, for work under lhis rmic Tot01 : $3475
(OWNER)(CONTRACTOR) SIGNED O DATE
Use:
Description : INSTAIL 6' CEDAR TO BOTH W INGS
BUILDING DEPARTMENT USE ONLY
SIC Sq
ioning Comments: : . Ft. :
Approval : TRC OK Owner/ PileftE 1VOte:
Zonin PRD l~+~dco~r 1 js~O°s~bkfo~i
9: P~ 08 tmprovements aord
appnpvq~ e,ng ~
Buildijig Comm4nt8: The CIryls not rc d requirc,y development s
y~nsible for inac~urate infodards.
Approval : urors r a~ ~esul~ 8 hom~ set and an Y ~ons~cton
~
t n
Puk~lic Works CoinmenCs;' ~accurate inforrnation.
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No :
Plumbing License No :
Mechanical License No :
Company :
Expiration Date :
Approval:
Company:
Expiration Date :
Approval:
Company:
Expiration Date :
Approval:
(1) This permit was issued in accnrdance wilh the provisions set forth in yo0ur application and is subject to the laws of the State of Colorado and ro the Zoning
Re9ulalions and Builtling Code of W heat Ridge, Colorado or any other applicaDle ordinances of the City.
(2) This permil shall ezpire if (A) lhe work aulhorizetl is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or
abandoned for a pariod of 120 days.
(3) If this permit expires, a new pertnit may be acquired for a fee of one-half lhe amount normally raquired, provided no changas have been or will be made in the
original plans antl specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new pertnit.
(4) No work of any manner shall be done thal will change the naWral tlow o( water causing a drainage pmblem.
(5) Contractor shall notify lhe Building inspector hventy-four (24) hours in atlvance for all inspections and shall receive written approval on inspection card before
proceediingyilA ccessiv ha5es'of'ob.
(6) The iSwdn p or lhe approval of wings and specifwtions shall not be construed to be a permit for, nor an approval oi, any violation of the
fis ing~yGas other ordinance, law, rule or regulation.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
SL: -22',2094 05:07 FROM:G W FENCE 970-284-6163 T0:13032352857 P•7
COMMUNITY DEVELOPNENT DEPARfMENT Build'eip Pertrrit Number:
BUILDINO INBPECTON LINE -303-234di33 Dete:
~ CITY OF WHEAT PoDGE
7600 WEST 49TH AVENUE
WNEAT RIDl3E, CO 1110037 - (3W-L19-2086)
APPLICATTON
rmpey`yO`"'o` M6.6. ~+05
rroa~cr naar~: 531-1 ~,\c ~Sk cu.k. 3~3_ 4~-,831.
C:ontractor Liceaae No.:
~
c°°'panr Phone: -46q- 8;)(.
.
awWnuM aF oweRerArmmo ArmAO~cur
1 heroEy wrtYy NM Ih. seWacl tlisances P~VO~ bN Vi6 Domt app/wtlo11 On
tM PertoitFee:S
.m,na..~aaonavwma,ppl.a.wmn.no.:.~,wanywno~sana ctyor
is.r abpe m mvan.m., a...rnenb ur raWla~au w ixom: m.t .l plan Review Fce:S
measuremeMS sMwn, and aBaprtioro mWe m Knnb; Mut 1 low nad anA
ayiva N abltls Oy ef CabXbm ptr~lW on tlib tppliwdwn and Mrt 1 eesum NI [ ~CP. TAY'S.
oUr mspomibfl WMrnit Rkp~ QdNar~ss, fitrv~iwlc w~Un b p~unilU.&C' ~nd a/ 1.1 TOIBl:$
Descrlptlon:
~
sq. Ft. aaded It")_
(4., CJCA0.l' ku ta0Nen wk ^S.S
0
Expitation Date: Expiration Dete: Expration Date:
APPr_._l, en...m.nr ADmfOV21: _
(1) TMCobndoaMto Colorado nceaof
oe Cily.
(n Thb pami shaX exDke I (N tM wMc sulh«imd'w not oormoncad vrphin shM1Y (90 mYslmm issw eab or (B) the buid'eg
autlqr¢od ie suspandad or aWndoned for a WrbA o1120 dsys.
(3) MOgs Pem* oueb.a newwrrnit mYaacWindbrs MOfonahortlwarouMmmmNmvLimd.pmvidedmdnroes
Mvs baan orwiA be mKds N1M orpmd pYro ud spec*a6orm+nd anY snP°nsi°n or rhandonmeA 1easnaexcaedad one
(1))aer. MehenYeehareEaenmia+apmnsbnvrehandanaROxwedaaw(1)YWr.fuwfaeaatnYbepidRxe newPemiB. Foblem
(4) No xork of anY rronnw sMU be done tlat vA drro IM ru in~aavvatef ana ~gIrwO~m~in aM ali ~ recahs w~Iten
(5) Contrecmr m.n nctlfY tl» BueUMO impeoeor Mianty~ow Ct0 ro~ua
spprowl an InepWkn urd 6ebn piowediqwih wowssiva Wow+ d 1he b0.
(6) Ths bswnca W a pamil or the apprmnl of dnviiga and spadbtbns alnl not M cons4uad 1o be a Wmt fw. ror an
sPProvai d. ony vblatlen of 1M Mmrhlons ot IM buOdM oo6n or aro olfer ortlNanes. law. nils w rpulctlen.
Chief Building Official
Electrical License No: Plumbing License No: Mechanical License No:
Company: Compeny. I Company:
St1-2c-2004 05:07 FROM:G W FENCE 970-284-6163 T0:13032352857
' JCr L♦ T VIJJO ACY~16 JVJ"YJV YLJT
P.ZB.2BB4 4'9J17 10.099 P.3
n '
fp`LOT P LA N FOR MELODY HOMES mC.
LOT 10 BLOCK 2r , @)gs4xYUN STAlES ~ NG 3 U!lNTY CITY 0 A DRESS'D; 3317 NELSQ STATE OF COLORADO.
L
~ I-SEfBnCK' - - -
LOT 10
I 19,060 sf. ~
. . i vz s'~ a
i Yit
I ~q9ar•yy.1
L ~ ( tl ~ AAtl
t ~
, I I Jr
~ I
T ~ M1K1~-- _
: JL._--
10' 0.E.
io' u.c
I
~I
II
1
f (
__u.ae tar I I
~ = 1
.y1.s
STREET
m~lL~lamr ~pt~t
`[ae~l R f~YARM. ~11~R Mt 1
~WRM& 1p11i w7 ry41lYMls
♦
~1•IMK
6
• ? OP~G~t IWllNm
• aes wx GDZBM tm r-amavM►ivi
MEIADY HOMES
«a, ansAmw
pryiNDMM
~ (LOdJ IKMO/i
rauc f~/sJ rn-srfs
i
~ r5
pl ~
•
~I
II
~
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~L
,o' u
LuCO cTAKE
RIi
MODEL
ia7o
~
s
EIEV. A
LDT MG tSF a
Mdl$ YEl F.~ .
9.E60
t97ab7
COWRACE-
KNn MOGXT-
AYO. aD0. NFAOHi.
Ab. F.6~ _
l6t
Y6G
I9 .S
1TO11Lif SlINC[
SIIIIITARY SE116A BQv=
uarr Pac
rn[ Ntinnµr
BY: ~IA
JOB N0: 5K 3
P.B
r
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17254
BUILDING INSPECTION LINE -(503-234-5933) Date : 6/21/2004
CiTY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES INC
Property Address : 5317 NEISON ST
Phone : 466-1831
Contractor License No. : 21279
Company : Melody Homes
Phone : 466-1831
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value : $165,458.00
I hereby certify that the setback distances proposed by this permit application are accurate, and
permit Fee : $1,772.43
do not violate applicable ordinances, rules or regulalions of the City of W heat Ridge or
restnclions of record; that all measurements shown, and allegations
t
Plan Review Fee : $100.00
s or
covenants, easemen
made are accurale; that I have read and agree to abide by all conditions printed on this
Use Tax : $1,985.50
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable W heat~IRidgeQ{dinances, for ork under
TE this permit.
U, Z ~
~YI
'
~
Total : $3,857.93
DA
d~W~Jt
(OWNER)(CONTRACTOR) SIGNED
~ 15g, pp(
Use:
Description : 1870 A- 3 CAR GARAGE, FIREPLACE IN LIVING ROOM. 4TH BDRM., AIR C 5
TON, 2' CANT. IN MSTR BDRM.
BUILDING DEPARTMENT US ~Or is responsible for locatino nroperty
co cting improvg4eftg 4ccor~in to !ha
Zoning`Comments: approved atid reqnired developmc i, 5,a
~ t{ ,-~s
The City is not responsible for inaccur ,
Approval : TRC OK ateinfon,, submitted within the p;an sct and any conss:~"i~;~ Zoning : pRD errors resul[ing from inaccur;:+.~ inforr,a;ion.
Building Comments:;;'
Approval: CR
Public Works_Commen}s:`
Approval : DF6
Occupancy: R-3 Walls
Electrical License No : 21284
Company :Thunder Ridge Electric
Co.
Expiration Date : 2/28/2005
Approval : OK/KS
NOTE: MASTER FOUNDATION PLANS STAMPED BY TWO
ENGINEERS
OK. 619104. SEE ATTACHED SHEETS
Roof : Stories : Residential Units : 1
Plumbing License No :19354 Mechanical License No : 17790
Company :Millwood Plumbing &
Heating
Expiration Date : 5/25/2005
Approval : OKIKS
Company : Four Seasons Heating
Expiration Date : 5/30/2005
Approval : OKIKS
(1) This permit was Issued in accordance with the provisions set forth in yopur application and is subjed to the laws of the State of Colorado and to ihe Zoning
Re9ulations and Building Code of Wheal Ridge, Coloredo or any other applicable ortlinances ot lhe City.
(2) This permit shall expire if (A) lhe work authorized is not commenced wilhin sixry (80) days from issue dale or (B) the building authorized is suspended or
abandoned for a period of 720 days.
(3) If ihis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifcations and any suspension or abandonment has not exceeded one (1) yeac If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be tlone ihat will change the natural flow of water causing a drainage problem.
(5) Coniraclor shall notify the Building Inspeclor hventy-four (24) hours in advance for all inspections and shall receive wririen approvai on inspection card before
proceediing with successive phases of the job.
(6) 1he issuanca of a permit or the ap roval of dr y+ings and specifications shall not be construed to be a pertnit for, nor an approval of, any violation of the
provisions of uil~g code alnance, law, rule or regulation.
T
g Insp c or
Please sign Terms and Conditions on reverse side of page.
COMMUNITY bEVEI,OPMENT bEPARTMENT
BUII.DING 7NSPECTION LIIVE - 303-234-5933
CITY OF WIxEA'I RIDGE
7500 VVEST 29TH AVENUE
WHEAT RIDGE, CO 80933 - (303-135-285~
"PLlGA Til
»copeny owner: /,hp,2oCl41 ~i'Y/w/~O. ~C`-'~
Property Address: 53~ 7~J/~L.~.OG71 Jh
Contracior License No.: '~L~12'//1~ q`/-Company. l.L~i~,p0`~'1.
OXNY• ER/COnT1uCTON SIGKATURE OF IiNDE(S7ANDNC.V:D ACREGN[KT
1 hcrt6y cavly thai Uxutbxk distanca DrMosed 6y lhis pcMtit applicatiat art sccuratc,
and dom vielam applipble ardinanca.+uks m RguLrions otfAeCieyo! WlKat Ridge or
cmerunu, easemen u ar resvfctions otr«ad: that all meawremrnu:fiowi. sna .(Iegatiena
nude are aaunle; Utat 1 heve rad and a¢roe to abide 6y a0 ~ditions nr+ntea an +6:a
rypliwtim md th+i 1 usume Ntl rcspansiyiliry fw complititct with Ne Wlttat Ridgt
Building Code (U.9.C) and all aher applicablt What Ridge Ordinute:, wnrk unAe`
ihis pertnit.
(ONT'ERxC0NfRACTORySIGNED~J:2~ Dw'fE 4I G~
(0`x'NERMNNTINCTOR): PRINfT[g~~~n-rE
DESCItIPTIOT: io 70 A - 3 l;Gk~
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Building Permit Nutnber
Date:
Pbone :'N-y-qtE3(
Phone:
Construction Vatue:$ ',(,~c'l.r~
Perznit Fee:$ /772 . f.
Plan Review Feo-$ roa cc
USC T1X:$
TOtal:$
Fi'v,efO~Gce'-t c'k
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BUILb17vG DEPARTMENT USE ONLY
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Ercp'vation Datr. v fxpiratiou Date: Expvaeoa Dau:
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DEPARTMENT OF PUBLIC WORKS
REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION
Date
+ 76(B~gD
Bd
l
Phone # 3D3" y66 "1003I
LaX.
-
Applicant: Y
Location of Construction: 15,311
Pmpose ofConstruction: -S',Na,4.G- ~'I<v ,PE:512>&vcC Building Permit Value:
Single Family X Commercial
Multi-Family
DEVELOPMENT REVIEW FEES
Development Review Processing Fee:
$100.00
S /o o. co
(for dacument processing)
Single Family Residence Review Fee:
$50.00
S 60.00
(for review of applicable tecivtical documents)
CommerciaUMulti-Family Review Fee:
.(for review of exisling technical documenis)
$100 00
$
.(for review of technical documents for construction in
Right-0f-Way, Final Drainage Report, and Erosion Control Plan)
$500.00
S
CDOT Access Permit Fee:
S100.00
$
(for documeN application azd processing)
Traffic Impact Study Review Fee:
00
$
(for documem review and processing)
Flood Plain Variance Review Fee:
{for document revieH and pcocessing)
Class I Applicalion: $300.00 S
Class ] Publication/Notice N/A
Class D Application $750.00 S
Class D Publication/Notice $90.00 S
TOTAL REVIEW FEES (due at time ofbuilding permit issuance): $ /So. o0
PLEASE NOTE THAT IN ADDTT70N TO TfE ABOVE FEES, TfERE WII-L BE ADDITIONAL UCENSING AND
pERM]TTING FEES REQUIItED FOR CONSTRUCTION OF INIPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY.
Signature of Applicant Ct Date G-Z.3 6
Rw 0693
04 w~ T
DEPARTMENT OF PUBUC WORKS
8UlLD/NG PERMIT APPLICATION REVIEW
Date: ~°/IOy cOLORp
Location: 6317
Attentioo: Building Department
I have reviewcd the anached materials submitted in application for approval of a SINGLE F~'4 HtLy .eES/D~iVl~
at ihe abovc refaenccd address. Pleau note the summary comrtxnts bebw.
1. ✓ Boundary Closure: _ OK _ Na OK; refa to stipulations.
2. ✓ Drainage:
a. Drainage plan and report iKOded _
b. Drainsge plan na needed
c. Lot drainagdgrading to be reviewed by Building Division ✓
d. Site drainagdgading provisions have been reviewed and arr. ~ o vzv~T~)
✓ OK Na OK; rcfu to stipulations.
3. ✓ NPDFS Perntit Required: _ Yes ✓ No
4. ✓ Public Improvements:
a. street paving nxded:
Yes
✓ No
b. curb and guaer noeded:
Yes
✓ No
c. sidewalk needed:
Yes
✓ No
d. svxt lighis nxded:
Yes
No
C. storm sewer needed:
Yes
✓ No
f. le[ter of acdit required:
_ Yes
✓ No
If a letter otcredit is requved, for what improvements?
611R-
5. ✓
6.
Amount of lettcr of credit: N/it
Subdivision Agrarocnt requucd:
Development Covenant requ'ued:
If Yes, for
7. ✓
Traffic impact analysis and report roquired:
_ Yes
~ No
8. V~
State Highwsy Access Permit needed:
_ Yes
No
9. ✓
New toadway oi alley R.O.W. dedicaoon recommended:
_ Yes
✓ No
If yes, wha[ is recommended7
10. ✓
All exiuing dedicated roadways/alleys meet the snrdards of die Ciry:
✓ Yes
_ No
If no, which do nol ard what is requested: Ay~h
11. ✓ APPROVAL: 7he Public Works Depanmcnt has rcviewed this requesl and 6creby giva iu approval,
subjoct a the above atd/or attachcd stipulations.
~•-----i~~ ~ /9/oy
Signah+re David F. Brossman, P.L.S. Date
12. NO APPROVAL: The Public Works Department has teviewed tAis roquat and dots nof give iu approval
for t6e rrzwns wiod:
Sigwtarc David F. Brossman. P.L.S. Da+t
lsRA~D~~v/r GE.e7~Fic~tT~e.J LETIE.e FiZOM I~
13. ✓ Stipulationsanached: ✓ Yes _ No p,P.lo,2 ~~ssu,r,~cs oF'C.O.
14. ✓ Summary Commeots: : sec to the existine Public Imorovemrnts u a result of this construction is io
be repai.el a mxt Citr sunduds br tbc P«mit Avoliunt prar to the issuance of the C«tificate d
Ocewancv. A Ihainaee Certification Itna is reawred ona to Ux issuance of the Cwficate o( Occuoancv.
Yes No
Yes No
\
dry dlvheet Wdge
pepwtrnerrt d Aubic Waks
DEPARTMENT OP PUBLIC WORKS (303) 235-2861
7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED &NoN ADDRESS 5317
Deaz 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 of said address
shal] 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 consuvction commencing, the City's representative will conduct an onsite inspection to
determine the existing condition(s) of the public improvemenu at this address.
If you have any questions, please contact me at 303-235-2864.
Sincerely,
~ A--*Ov~
David F. Brossman, P.L.S.
Development Review Engineer
Cc: File
Rev M03
Gu. 1~>whav*
Residential Worksheet (SF/Duplex) 32'
Submittal requirements:
of Deed ~ Site Plan (to scale) ~ Elevations
Copy ~
Address: 53I1 Ntt SPO' lg1D •A
Zoning: Use: ~S Property in the flood plain? t~)O
l7 sq. ft. Lot Width: 4'0 ft.
Lot Size: ° 0 _
Maximum Lot Coverage: 4 v % 5u24 sq. ft.
Proposed Improvements: Existing Improvement(s):
House: 229'1 '4t sq. ft. House: S9. ft.
Addition to House: sq. ft. Shed: sq. ft.
*Shed: sq. ft. Detached Garage: S9.
Detached Garage: sq. ft. Other: S9•
Proposed Lot Coverage: (Total) 25' 3k %
Required Setbacks: FR 20 SS~ 5
N 5 c
Provided Setbacks: FR 37. S~' - S 9
Maximum Height: 3S ft.
Proposed Height: fvv* ft.
Maximum Size:
22ff1 • ~ sq. ft.
R l0
R 5; , S
3024" _ sq. ft.
Proposed Size: 2 297 • 4a S9• ft.
Access Notes
For one and two-famity dwellings, the first 25' of driveway area from the existing edge of pavement into the site
shall be surfaced with concrete, asphalt, brick pavers or similar materials.
For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any
property line, except when used as joint access for two or more lots.
In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet
apart, measured from the interior edges.
For all uses, one access point per property is pernvtted.
*Metal sheds in excess of 120 s.f. not allowed.
Landscauin¢ Notes
For one-and [wo-family dwellings, one h'ee for every 70 feet of street frontage is required.
100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
Street trees required: Street trees provided:
r Infonnation
ToBuildOn
Eng/neering • Consufdng • Tesdng
Melody Homes, Inc. Mazch 1, 2004
11031 Sheridan Boulevard
Westminster, Colorado 80020 Job No. 532-35120
Subject: Summary Report of the Geotechnical Evaluation for 5317 Nelson Street, Lot 10,
Block 2, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado
References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1
through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3,
Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532-
35120, Addendum 1, dated Mazch 1, 2004
2. "A Guide to Swelling Soiis for Colorado Homebuyers and Homeowners," by
Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication
43, Colorado Geological Survey, 1997
Deaz Melody Homes, Inc.,
Professional Service Industries, Inc. (PSn has completed a geotechnical evaluation for a portion of
the subject subdivision that includes the subject lot. This letter summarizes the data gathered and
our recommendations contained in the referenced report for the subject residence. This summary is
intended to provide information for the Homeowner and should not be used for construction or
foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1)
should be utilized for construction or foundation engineering purposes.
SITE EXPLORATION
Site exploration consisted of drilling one boring near the anticipated center of the subject residence.
The boring was advanced to a total depth of 20 feet below the existing ground surface. Samples of
the subsurface soils were collected in the field and retumed to our laboratory for subsequent
analysis.
SUBSURFACE CONDITIONS
The soils encountered in the boring drilled on the subject lot generally consisted of 20 feet of
overburden soils consisting of fill and gravelly sand.
Bedrock was not encountered below the existing grade at the time of drilling.
Crroundwater was not encountered below the grade existing at the boring location when checked at
and/or subsequent to the time of drilling.
EXPANSIVE SOILSBEDROCK
As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision
include expansive clays that will sweil upon an increase in moisture content. Experience has shown
that some increase in moisture content of the expansive clays beneath the proposed residence and
surrounding improvements should be expected due to site development and associated landscape
irrigation.
Professional Service Industries, Inc. • 4765 Intlependence Street • Wheat Ridge. CO 80033 • Phone 303/424-5578 • Fax 303/423-5625
Melody Homes, Inc.
Skyline Estates, Filing No. 3
I.ot 10, Block 2
FOUNDATION RECOMMENDATIONS
Job No.532-35120
Mazch 1, 2004
Page 2 of 5
Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B-
Narrow Spread Foorings or Footing Pads are considered the most appropriate foundation system
for the single family residence proposed on this lot. A gade beam and narrow spread footing or
footing pad foundation system is utilized to concentrate the loads from the struchue on the
individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock.
In addition, a void box or air space is constructed below the grade beams between the footings or
footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams
from the expansive soils and/or bedrock.
FLOOR SYSTEMS AND SLABS
Basement Floors. Basement floors in the Front Range area are commonly constructed as either
structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell
potential of the subsurface profile. The determination of whether or not a slab-on-grade floor
system is suitable for a particular site requires an assessment of whether slab movement is likely to
occur, the potential amount of slab movement, and whether the potential movement will result in
unacceptable performance. A slab performance risk evaluation as described in Eachibit A is
typically used to provide such an assessment.
Structurally supported floors should be used in all non-basement finished living areas in the
proposed residence. Structurally supported floors are also recommended in basement areas where
the slab performance risk is categorized as high to very high.
Slab-on-grade construcdon has been used successfully in the Front Range area for basement floor
support on lots where the slab performance risk is categorized as low to moderate. There is risk of
slab heave and associated cracking for all siab-on-grade construction in expansive soil azeas as
discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this
potential risk and homeowner responsibilities for maintenance of various items as discussed later.
Siab performance risk associated with the soils and/or bedrock materials anticipated to influence the
basement floor system on this lot have been judged to be in the low risk category. As a result, a
slab-on-erade basement floor system is deemed suitable for use on this lot.
Experience has shown that basement slab-on-grade performance has generally been satisfactory on
sites where the slab performance risk is judged to be low to moderate. In the Front Range azea,
basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common
and is generally considered "normal" on sites in the low to moderate risk category. While such
movement and/or cracking may not be cosmetically desirable, they are generally not anticipated to
adversely affect performance of the basement slab or foundation provided that all recommendations
for slab-on-grade construction and homeowner maintenance described below are closely followed.
This discussion assumes the basement is non-habitable. In light of the preceding information, if the
homeowner elects to construct improvements in the basement, the improvements must at least be
constructed in accordance with the "Slab-on-Grade Construction Details" presented below.
Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are
normally constructed as slabs-on-grade and aze usually incorporated into the conshuction of a
typical residence. In areas where expansive soils are present, non-basement slabs are likely to
undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in
areas of expansive soils is variable and unpredictable. At the present time solutions using readily
Melody Homes, Inc.
Skyline Estates; Filing No. 3
Lot 10, Block 2
Job No. 532-35120
March 1, 2004
Page 3 of 5
available construction technology considered to be within practical, cost effective limits are not
available to preclude movement of these slab-on-grade elements.
Slab-on-Grade Construction Details. Cracking of slabs-on-grade is norma] and should be
expected. Cracking can occur not only as a result of heaving or compression of the supporting soil
and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should
closely foliow the precautions listed below for all siab-on-grade construction. These details will not
reduce the amount of slab movement, but are intended to reduce potential damage should heaving of
the supporting subgrade take place. It should be noted that significant swelling of expansive soils can
occw, even with a small increase in moisture content, and some increase in moisture content is
inevitable as a result of development and associated landscaping. However, extreme moishue content
increases can be ]argely controlled by proper and responsible homeowner maintenance and irrigation
practices.
1. Slabs should be separated from all exterior walls, column posts, interior bearing members and
utility lines to allow independent vertical movement of the slab (i.e., construct a"floating"
slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is
recommended that flexible boots be used on all non-pressurized utility lines above the floor
slab.
2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with
minimum 3-inch flexible connections between the plenum and the air ducts or piping.
3. A minimum 3-inch void space is recommended above, or below partiflons that aze placed on
the slab. In finished azeas, all furring strips, drywall and paneling should stop at least 3 inches
from the top of the slab. The void space can be covered with a molding strip. Doorways and
stairwells should also be designed for this movement. Recommended conshuction details for
partitions, doorways and stairwells are presented in Eachibit B. NOTE: Movenaent of slabs
supported on expansive soils/bedrock could e.rceed the partition void space recommended
above. These void spaces are not intended to anticipate total potential slab movement. They
are intended to prevent immediate damage to the superstructure and serve as an indicator of
slab movement. They must be monitored and maintained by the homeowner for the life of the
structure.
4. Exterior patio and porch slabs should be constructed in a manner such that movement of these
slabs does not adversely affect or get transmitted to the residence foundation or superstructure.
The Owner should seek the assistance of a professional geotechnical engineer when
considering patio and /or porch improvements.
5. Isolation of gazage door tracks and door jambs from the garage slab should be maintained by
the homeowner throughout the life of the structure.
DRAIN SYSTEM
An individual perimeter foundation drain system has been recommended around all basements and
below grade habitable floor space. The drain should discharge to a positive gravity outfall away
from the residence or to a sump pit which would allow pump dischazge. If a gravity discharge is
utilized as the primary discharge mechanism, it is recommended that a sump pit also be consriucted
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 10, Block 2
Job No.532-35120
March 1, 2004
Page 4 of 5
as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a
pump should be installed by the homeowner to remove the water. The pump should dischazge into
existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The
homeowner should periodically check the sump pit to verify that the pump is operating properly,
and accumulated water is being removed. The purpose of the perimeter foundation drain system is
to help remove water that may accumulate azound the foundation, and ulrimately keep water out of
below grade areas. The foundation drain is not intended to prevent an increase in the moisture
content of the soils or prevent moist conditions in crawl space areas or beneath slabs.
CRAWL SPACE AREAS
A ground cover moisture barrier and adequate ventilation is recommended in all crawl space areas
to help control humidity in the craw] space and living areas above. The use of black heavy gauge
polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the
moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene
sheets. The crawl space ground cover should be kept free of organic material and debris during and
after construction.
LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION
Proper maintenance of the azeas surrounding the foundation can affect performance of the structure.
Our experience has shown that if the Homeowner properly maintains the items sununarized below,
wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with
the structure.
1. The backfill should have a positive slope away from the foundarion walls on all sides. The
grade can be reduced somewhat if pavements or slabs wil] cover backfill areas. The minimum
decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent)
with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low azeas,
these areas should be filled and compacted with a fine-grained soil to establish the positive
slopes mentioned above. The addition of rock, bark, or mulch in low areas to establish positive
slopes is not acceptable.
2. Downspouts should discharge into splash blocks that extend beyond the limits of the
foundation wall backfill and a minimum of 5 feet from the foundarion. Splash blocks should
be sloped away from the foundation walls. The use of long downspout extensions instead of
splash blocks is recommended. Downspout extensions should not be buried in such a manner
that the outlet is obstructed in any way. If downspout extensions aze buried, they must be
constructed of non-perforated pipe. We recommend that splash blocks, or any impervious
material, be placed beneath sill cocks and extend at least 3 feet horizontally from the
foundation wali.
3. Particular caze should be taken during final landscaping of the site. If the Homeowner desires
to plant next to or neaz foundation walls, or exterior slabs, it should be understood that the risk
of future damage to the shvcture or slabs-on-grade is increased. It is advisable to plant only
vegetation that requires very little irrigation or only natural precipitation for survival next to or
near the foundation or exterior slabs.
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 10, Block 2
Job No. 532-35120
Mazch 1, 2004
Page 5 of 5
4. Installation of decorative landscaped azeas such as grauel, bark, wood mulch, etc. is advocated
as an altemative to planting next to foundarions and exterior slabs. These azeas should be
underlain with polyethylene or geotexrile fabria To reduce water infiltration, the slopes
recommended above must be maintained. The edge of decorative areas should be constructed
above the adjacent lawn or ground surface, and shouid not impede drainage with grass stops.
Refer to Exhibit C for a recommended typical decorative installation.
5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler
system is installed, the sprinkler heads should be placed so that the spray from the heads does
not fall within five feet of the foundarion walls. Where practicable, main sprinkler lines, zone
control boxes, and drains should be constructed at least 10 feet from the founda6on walls.
Lawn irrigation should be lnnited to only the amount necessary to maintain normal growth.
Excessive watering must be avoided.
6. Swales and drainage routes established during site development and final grading on the
subject lot must not be altered and must be maintained by the homeowner.
CONSTRUCTION OBSERVATION
The recommendations that are summarized herein were made prior to start of construction of the
subject residence. It is possible that subsurface conditions may be encountered at the time of
construction that are different from those anticipated at the time of this writing. If significantly
different subsurface condirions are encountered at the time of construction, the type of foundation
and/or basement floor system to be constructed may change. If foundation or floor system
recommendations change, the Builder should notify you of the change.
SUMMARY
This letter is only a summary of our findings and recommendations for the subject lot, and is
intended for the potential customer who is considering purchase of the home from the Builder.
Should the home be sold in the future, the seller should pass this letter on to any subsequent
purchasers.
PROFESSIONAL SERVICE INDUSTRIES, INC.
Ryan Lepro
Staff Engineer
Attachments:
Exhibit A- Slab Performance Risk Evaluation
Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells
Exhibit C- Recommended Landscaping Details
EXHIBIT A
SLAB PERFORMANCE RISK EVALUATION
The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell
upon an increase in moisture content. These expansive materials occur at or neaz the ground surface
throughout most of the Denver metropolitan area. There aze risks associated with construction on,
and living in areas of expansive soils that cannot be completely eliminated by either engineering or
construction techniques. While the risk of damage cannot be eliminated, the home building
industry has developed effective methods to mitigate damage.
The deternunation as to whether slab-on-grade construction can or should be used for a particular
application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur,
and if movement does occur, whether the potenrial movement will result in unacceptable slab
performance.
What constitutes unacceptable slab performance is subjective, and includes consideration of the
amount of total slab movement, differenrial slab movement, and cracking that occurs as a result of
differential slab movement. The performance of a slab-on-grade depends upon the interaction of
many factors, many of which cannot be accurately known or predicted. These factors include
detaiis of the siab construction as well as the behavior of the soil and /or bedtock material that
underlie the slab.
Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors
including geologic structure, the local and regional soil and bedrock profile and iYs variability,
material types below the slab, engineering properties of materials below the siab, existing stress
state, density and moisture content of materials below the slab, swell and/or suction potential of the
soil and bedrock material below the slab and nearby, depth and magnitude of future moisture
increase, existing and future ground water conditions, presence and location of nearby surface water
sources, type and configuration of basement, tolerable movement for intended use, performance
history and experience in the area, surface topography, previous and future grading, surface and
subsurface drainage, site landscaping, irrigation and vegetation.
Assessment of future slab-on-grade performance involves consideration of all the above factors.
Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and
requires considerable experience and judgment on the part of the geotechnical engineer. Such an
assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk
evaluation is an engineering judgment that is used as a predictor of the general magnitude of
potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results
of laboratory swell testing to determine the measured swell percentage or swell potential of
individual samples of a soil or bedrock material is an important consideration in this process and
one that has been used extensively for more than 30 years in the Denver metro area, the results of
swell testing performed on a given lot or subdivision alone aze only an indicator of how an
expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on-
grade performance. Unfortunately a lazge percentage of people tend to focus solely on the results of
laboratory testing when evaluating the risk of expansive soils in their home buying decisions.
Professional Service ]ndustnes. Inc. Paoe 1 of3 March 1, 2004
In an effort to provide some unifornvty in terminology and provide a relative conelation of slab
performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of
Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part
of a 1996 document ritled "Guideline for Slab Performance Risk Evaluation and Residential
Basement Floor System Recommendations". The risk categories developed by CAGE are
reproduced below:
TABLE II
RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND
CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES
Slab Performance
Risk Cate o
Representative*
Percent Swell
(500 sf Surchar e)
Representative*
Percent Swell
1000 sf Surchar e
I,ow
0 to < 3
0 to < 2
Moderate
3 to < 5
2 to < 4
Hi
5to<8
4to<6
Ve Hi
>8
6
*NOTE: The representative percent swell values presented in the above table are not necessarily
measured values; rather, they are a judgment of the overall swell of the soil and bedrock profile
likely to influence slab performance.
Representative swell can be thought of as the range of swell percentage which, in the opinion of the
engineer, best represents the swelling characterisrics of the soils and bedrock within the anticipated
zone of moisture content increase (often referred to as the depth of wetting) below foundarion
excavation depths when considering all of the above factors. A current design assumption for the
zone of material subject to an increase in moisture content below basement slabs-on-gade is
approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The
engineer should evaluate potential wetting depths based upon geologic conditions and the site
specific soil profile.
Movement of foundations and concrete flat work constructed in azeas with expansive soils will
occur over time regardless of the performance risk category judged to be representative of a given
site or azea. However, the anticipated severity and frequency of damage has generally been
observed to increase with increasing slab performance risk category. Few detailed studies
correlating perceived slab performance risk with actual performance data have been performed to
date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair
and maintenance records as weil as inability to survey the condition of existing occupied homes.
However, the results of studies that have been performed recently in the Denver metro area have
validated this observation: Criteria used in the study to evaluate slab performance included a
maximum crack height of'/< inch, a maximum crack width of'/< inch, and a maximum differenrial
elevarion across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the
three criteria is shown below:
Professional Service Industries. Ina Paee 2 of _ March 1. 2004
Basement Floor Slab Performance
~
~
60
~
~
R
' ~
50
x
:E
40
W
y
-0
30
y
~
0)
=
20
=
a
10
o
U)
0
=
Low Moderate High Very High
Slab Performance Risk Category
Structurally supported floors, also known as structural floors, aze generally considered the most
effective way to reduce the likelihood of basement floor movement due to soil heave. There aze
other design issues associated with structural floors, such as ventilarion and increased lateral loads,
air quality, energy efficiency, maintenance, etc. which must be considered. Slxuctural floors do not
constitute a perfect option and in many cases are not the best option. Based upon the combined
experience of it's members, CAGE advocates the use of structurally supported basement floors on
sites where the slab performance risk is categorized as high or very high. Some homebuilders
subscribe to this methodology and their standard pracrice is to use slab-on-grade basement floors on
sites where the slab-on-grade performance category is judged by their geotechnical consultant to be
low or moderate. In the case where the homebuilder does not provide the buyer with an option to
select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with,
or understand the floor recommendations and associated risk as explained herein, PSI recommends
that the homebuyer retain the services of a qualified geotechnical engineer experienced with
residential construction in the Denver metro area to assist in reviewing the available geotechnical
information and associated recommendations.
PSI also recommends use of structurally supported basement floors for lots where the slab
performance risk is judged to be high or very lugh. On low and moderate swell potential sites,
differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal
movement can be exceeded.
In construction of residential structures, the risks associated with swelling soils and bedrock can be
mitigated, but not eliminated, by careful design and construction procedures. The home building
industry has developed design and construction methods which have reduced frequency of slab-on-
grade and foundation distress over the past 10 years. Homeowners must accept that slab-on-grade
construction and, in some instances, foundations may be affected by swelling soils. At the present
time, heaving of concrete flat work such as driveways, patios, gazage floors, etc. cannot be
precluded using readily available consh-uction technology within practical, cost effective limits.
Professional Service Industries.. lnc, Paee 3 oT3 March 1, 2004
v Partition
Spike as required I ~
for stability
~
Molding, nail
at bottom onl~ Void Space
Drilled hole Concrete
slab
111=~~~~Lg,i~I ir
Wood 2 x 4,
nail to slab
=v% Inforuition VOID SPACE DE TAIL FOR
ToBuildOn PARTITIONS ON SLABS
:urrrns • remn9 EXHIBIT B
Brick or
siding
5' Minimum
Frame
Wall
Rock or bark area vith downspout
extended beyond edging
Soa
Foundation
Wall
I 1=' '
Perforated edging or
equivalenl to alloa
release o[ water from
rock or bark area
Maintain minimum slope
of lOX away [rom foundation
Minimum 6 Mil
Polyethylene or Geotextile
Fabric aloped away from
foundation under edging
to top of grasa ~c~ Information RECOMMENDED LANDSCAPING
N~8 ToBuildOn PROCEDURES
Engtneerine • Consulting • Testing E XH I B IT C
~ P Lo T P LA N FOR MELODY HOMES INC.
LOT 10 , BLOCK SKYLINE ESTATES, FILING 3
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO.
ADDRESS 5317 NELSON STREET
. . . . . _ . . . . . _
N00° 13' 1 1"W 66.00 44.10
, E. 10' U.E.
~ FSETBACK ~ 7S
Ia~I LOT10 MN IN I~
I C09,060sf. ~Uri ~IUW)I~
~ co
-P
41.7
j,sCI N" I ~I
-----r-~.-o wa •
f I I I 23.5 I i6A ~ I
BSM ~ IM~0 ~
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~ tO Crl ~ TOF = HH~~- ~ I J w
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Ti
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I I J IN I I
s' 010s' s I
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- -
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10 U. E. io U
39.66 S00°24'2 "E 66.00 40.15 (CZ
NELSON STREET
G N RA NO S
1. THIS PLOT PLAN DOES NOi SHOW LOCATION Of YANDOW WELLS. FOR THEIR
LOCATON SEE SiRUGTURAL ENGINEERED PlANS,
2. DIMENSIONS SHOWN AROUND THE PEftIMETER OF THE STRUCTURE ARE TO 1HE
E%7ERIOR POUNDATION CORNERS.
3, PRDMDE ANO MAINTAIN POSIIIVE DRAINAGE AWAY FROM ALL FOUNDRTION WALLS
PER WARRANTV REOUIREMENTS. (0.55 MINIMUM SLOPE FOR CONCREIE PANSJ
4. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCtION
AIAY VARY.
5. FOR OUESTIONS REGARDMG THE FOUNDATON DURING E%CAVATION, FORM SETTING. ANO HOUSE CONSTRUCTON REFER TO TME ENGINEERED FOUNDFliON PLM15.
iNFO . TAKE:
MODEL 1870 RH
3 CAR
ELEV. A
LOT AREA (S.F.) =
9,060
HOUSE AREA (S.F.) =
1928.53
COVERAGE=
21.3%
BLDG. HEIGHT=
25.0'
AVG. BLDG. HEIGHT=
20.0'
AVG. F.G.=
43'S
h APPROVED FOR STAKING
p
Z
° HOUSE AT MINIMUM SETHACK
CHECK FORMS BEFORE POURING
LLVGVU: L
WATER SERVICE R
W
,48 HOUR NOnCE REQVIRED
.
.
(S) SANITARY SEWER SERVICE
N
v
°2' STAGGER REQUIREO
F
LIGHT POLE
z
~V
^ 357. LOT COVERAGE FOR 2-STORY/ iRl-LVL
q
~FIRE HYDRANT
40% LOT COVERAGE FOR RANCHES
-
Y LINE
OF WALK
OF WALK
CALL UTILITY NOTIFICATION
MINIMUM SETBACKS:
'
1^=20'
SCALE:
INC.
QMELODY HOMES
CENTER OF COLORADO
FRONT: 20.0
DATE:05-27-04
tfost SXERIDAN BLVD.
1-800-922-1987 on534-6700~oenvc~x
SIDE: 7•S'REAR: 1c
~
REV:
WESTMINSTER C0. 80020
~2_~~a,nN~~
STREET SIDE:20.0
BY: BMA
PXONE: (303) 466-1831
'°ro.°"`n■~m~
MINIMUM
15'
JOB N0: SKY3
Fax (sos) ass-zssa
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INSPE,
Code Consultants International, Inc.
10390 Bradford Road, Suite 215
Littleton, CO 80236
Phone: 303.973.7766
Fax:303.973.8015
www.code-consultants.com
CTION REPORT
Jurisdiction: i►.~H&.~ca~' tt.\b~~~
Request Date: rj - t C► ` Q14
Job Name: Y1V-. 1 O
Permit % '7 Z.
Requested By: M i 1cE
Contact Phone:
Job Address: S 3 1 1 N F 1 sa S t'
Inspection For: C+'t'% r0 %
Comments:
j 1 Sr c+c>>r e - C? 1
~TJ
I HAVE "1'HIS DAY INSPECTED TI-IE WORK LLSTED ABOVE AND HAVE RECORDED ANY CODE
DISCREPANCIES I HAVE DISCOVERED. ALL LISTED CODE DISCREPANCIES MUST BE CORRECTED,
REINSPECTED & APPROVED BY AN AUTHORIZED INSPECTOR BEFORE'I'[-F WORK IS COVERED UP.
PURSUANT TO UBC SECTION 1081 AND IBC SECTION 109.1, APPROVAL AS A RESULT OF AN
INSPECTION SHALL NOT BE CONSTRUED TO BE AN APPROVAL OF A VIOLATION OF TEE PROVLSIONS
OF THIS CODE OR OF OTHER ORDINANCES OF THE NRISDICTION.
MM, 7-\o-aC
INSPECTOR'S SIGNAT[TRF, nA1'E
ppproved? ( Yes No Time of Inspection: m/pm
Partially Approved? Yes Describe Area: M1es:
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:V 1/4 FOUNDATION r . ~ ~ Sheet:
~ •
. FOOTINGS* e i ~ ~ ~ ~ ~ ~ • ~1~}~~,~~
s or so s con ~ons on s ee , ee General o e 1m ~S Wl 0 C1 ieC al drawl 1Yl ON A
~ll s, 2. oor` dimensions, eleVaI !OnS an D el ~ ~ ~ 3r aopr~s ear a n un~ ss r e so~s ce e e u n er ea:~ ~n e eme s an se
i n m~ ~n~ ~mum e aw ~nis e er n r ~ ~ ~
, V Ws ~ (~.J ofll'~tf~ o, s o be exac si~/~ i. M 4. a
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A`d s a from a co umns! y wa s an ui les. 6R sV F1 7 r -an- ade shall haVe a I~ll11mi~. v01S aCe 0 or 0 4m,
All ~v~.s cons ruc e on 1 R ~ 7. !n erior nar~ oa bearing s~
_ k
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re ~ erw~se s~~ ca ~a e ere~n e con rac or ere Q a r~ r~ ~ a a es~ c~~umen s~ ex~e w e re ~ ~s er~ ~ , . . ' : ~ o~r ~rrr~rrw--y ~a~ r_r w
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l~mu~ ea oa esl so~ res~urem ~ e ~ ~
I~ 9 { ; ~ t 1 ~a a~oi or ~am ~c ~ i e~ ~ an a rove so~ s en ~t~~r, a~mu~ ~ a oa e ace ~ on un s r e f • ♦ •
♦ 6 ~ r 1 1 P/^~/`~~, ~+~ygyry1 ,6ry 1~1~~~ M4~ 1J'~ ~S1 n S~l ~~6JlJ~~~a A3 e s' r ~ J /
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