HomeMy WebLinkAbout5330 Nelson StreetPERMIT: ADDRESS: JOB CODE:
INSPECTION RECORD
Inspection online form: http://www.ci.wheatridge.co.us/inspection
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Inspections will not be performed unless this card is posted on the project site
Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business
Foundation Inspections Date Inspector
Initials Comments
102 Caissons / Piers
103 Footing / P.E. Letter
104 Foundation Setback Cert.
105 Stem Walls
106 Foundation wall Insulation
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground / Slab Inspections Date Inspector
Initials Comments
201 Electrical / Cable/ Conduit
202 Sewer Underground Int.
203 Sewer Underground Ext.
204 Plumbing Underground Int.
205 Plumbing Underground Ext.
206 Water Underground
Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections
Rough Inspection
301 Rough Framing
302 Wall Sheathing
303 Roof Sheathing
304 Sheer Inspection
305 Insulation
306 Mid -Roof /
307 Metal / Lath / Stucco
308 Rough Electrical Residential
309 Rough Electrical Commercial
310 Electrical Meter Residential
311 Electrical Meter Commercial
312 Temp. Const. Meter
313 Rough Plumbing Residential
314 Rough Plumbing Commercial
315 Shower Pan
DateI Inspector
Initials
SEE OVER FOR ADDITIONAL INSPECTIONS
Comments
Inspector
ough Inspection (continued) Date Initials
16 Rough Mechanical Residential
17 Rough Mechanical Commercial
18 Boiler / Furnace
19 Hot water tank
20 Drywall screw and Nail
,21 Moisture board / shower walls
X22 Rough Grading
i23 Miscellaneous
sinal Inspections
102 Gas Meter Release
403 Final Electrical Residential
404 Final Electrical Commercial
405 Final Mechanical Residential
406 Final Mechanical Commercial
407 Final Plumbing Residential
408 Final Plumbing Commercial
409 Final Roof
410 Final Window/Door
411 Landscape/Park/Planning
412 Row/Drainage/Public Works
F
3 Flood plain Inspection
4 Fire Insp. / Fire Protection
5 Public Works Final
416 Storm Water Mgmt.
417 Zoning Final Inspection
418 Building Final Inspection
Date
VI/114'
Inspector
Initials
7� --*,7) -. C-- /�j C7-4 `K---)
Comments
Comments
Inspections from these entities shall be requested
one week in advance.
For landscaping and parking inspections please
call 303-235-2846
For ROW and drainage inspections please call
303-235-2861
For fire inspections please contact the Fire
Protection District for your project.
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 by the Fire District and
Electrical low voltage by the Building Division.
► l 4, CITY OF WHEAT RIDGE.
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 4,-, ge
Job Address: t% 0 1
Permit Number: 101-70-7 9 ?j
❑ No one available for inspection: -Time % S ANI&
Re -Inspection required: YesNo
When corrections have been made, call for re -ins ction at 03- 3.a-5933
/ l
Date: Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Roofing PERMIT - 201707984
PERMIT NO: 201707984 ISSUED:
JOB ADDRESS: 5330 Nelson ST EXPIRES:
JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles
(3rd party inspector required)
*** CONTACTS ***
OWNER (303)250-4089 BURNS MICHAEL W
SUB (303)630-9212 Aaron Baca
10/04/2017
10/04/2018
- 25 sq Pitch = 6/12
130202 Allied Exteriors
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,500.00
FEES
Total Valuation 0.00
Use Tax 157.50
Permit Fee 172.60
** TOTAL ** 330.10
*** COMMENTS ***
*** CONDITIONS ***
Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be
required for both the midroof and final inspections. The 3rd party inspection report AND
THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat
Ridge. The report MUST BE SIGNED by the Homeowner.
REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec.
R806. The installation of ridge venting requires the installation or existence of soffit
venting. For calculation purposes, one hat or turtle vent equal to one-half of one square
foot of opening.
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.
Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be
required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped
off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the
Homeowner.
City of Wheat Ridge
Residential Roofing PERMIT - 201707984
PERMIT NO: 201707984 ISSUED: 10/04/2017
JOB ADDRESS: 5330 Nelson ST EXPIRES: 10/04/2018
JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 25 sq Pitch = 6/12
(3rd party inspector required)
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
thisppermit. I rther test
that I am legally authorized to include all entities named within this document as parties to the work to be
performed that a w0
be pe formed, is disclosed in this document and/or its' accompanying approved plans and specifications.
Signat�of OWNER or CFSl -TRACTOR (Circle one) f fDatl
1. ThWpermit 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, po icies 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, any violation of any provision of any
applicable code or any ori' ance or regulation 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.
Dane Lovett 7, 707q
From: no-reply@c i.wheatridge.co.us
Sent: Friday, September 29, 2017 5:37 PM
To: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Follow Up Flag: Follow up
Flag Status: Completed
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?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
�f
Property Address 5330 Neon St
Property Owner Name Mike Burns
Property Owner Phone 303-250-4089
Number (enter WITH
dashes, eg 303-123-4567)
K�,wo
153
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
Field not completed.
Yes
Burns contract (5330 Nelson St).pdf
CONTRACTOR INFORMATION
Contractor Business Allied Exteriors
Name
Contractor's License 130202
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone 3036309212
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address 6909 S holly cir #302
(Primary address of your
business)
Contractor Email Address zach@alliedexteriors.net
Retype Contractor Email
Address
DESCRIPTION OF WORK
TOTAL SQUARES of
the entire scope of work:
Project Value (contract
value or cost of ALL
materials and labor)
Are you re -decking the
roof?
Is the permit for a flat
roof, pitched roof, or
zach@alliedexteriors.net
25
7500
No
Pitched roof (2:12 pitch or greater)
154
both? (check all that
apply)
What is the specific pitch
of the PITCHED roof?
How many squares are
part of the PITCHED
roof?
Describe the roofing
materials for the
PITCHED roof:
Type of material for the
PITCHED roof:
Provide any additional
detail here on the
description of work. (Is
this for a house or
garage? Etc)
6/12
25
GAF Timberline HD
Asphalt
primary residence
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
155
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.
Name of Applicant Zach Bignell
Email not displaying correctly? View it in your browser.
156
TAMKO Pro 14 ^`
acroar ra o
13138 •.A1119d Ekwdprt V
WLn11nu51aT 1 un+G Up"nnClall OV51xE}s
�\A k1& 0 v\r
PROPOSAL SUBMITTED TO
<; 3
ST EET t
CITY, STATE AND ZIP CODE
1111,
PHONE
INSURANCE CO.
ADJUSTER CLAIM NO.
Allied Exteriors shall hold in trust any payment received from you until Allied Exteriors has
delivered roofing materials at the site or has performed
daa.majority of the roofing work on your property.
r Approximate Start Date. Install e cC it vents / Ridge vent
We hereby submit specifications and estimates for: Install Ice /Water Shield per code
Remove #SQ. layers of shingles
Install % b. felt / synthetic paper.
/ h � w or
y Manufacturer r����'t12 tyle
Color
(/A_
Flat Roofing System/ Modified / EPDM
/ A— New Metal Flashing / Painted "W" Valley Metal
Instructions:
,, " f
Install drip edge at eaves and rakes Color r-*� W
Cleanup and haul off roof debris.
Run Magnet roller over yard / Protect landscaping.
Plywood damage / code ordinance at an extra cost of $ 45 per sheet.
`7 Yr. Workmanship Warranty.
k j3 r cyLn
Property ownei&I IS NOT intending to make a payment from insurance proceeds of a property and casualty insurance policy.
PAYMENT TO BE MADE UPON COMPLETION OF EACH TRADE: > tV V INITIAL„a/`
THIS CONTRACT IS CONTINGENT UPON INSURANCE
The Insurance adjustment will become pan of this APPROVING THE WORK STATED ABOVE. Approx. Total $ t
contract as scope of work. R
Homeowner responsible for deductible /upgrades /code ordinance Deposit $ � f
(not paid by insurance). Allied Exteriors reserves the right to file for
supplemental insurance claims if insurance adjuster measurements
are used and prove to be incorrect. Allied Exteriors reserves the Balance $ I I`
RCV stands for "Replacement Cost right to file supplemental insurance claims due to material and
labor price increases due to storm environment. If applicable,
Value." ACV stands for "Actual Cost 20% will be billed to insurance seperately for overhead and profit.
Value."
INITIAL: j�/
AGREEMENT
All material gauranteed to be specified and above work to be performed in accordance with specifications submitted and completed in a
substantial workmanlike manner with payments to be made upon completion and not after Regional Building Department inspection. All
warranties void if payment is not paid when due. Any alteration or deviation from above specifications involving extra cost will be executed
upon written or verbal orders and wilkbecome an extra charge over and above estimate. All agreements contingent upon strikes,
accidents, weather or delays that a7beyond Allied Exterior's control. Owner to carry fire, tornado, and other necessary insurance upon
above work.
General Liability Insurance for
NOTE: By sig
PURCHASER'S
Exteriors is carried by Acceptance Casualty Insurance Co. 8350 E. Raintree Dr., Scottsdale, AZ 85260
upon the terms on the
` `71 -Co M PA N Y'S SIGNATURE!
Allied Exteriors ' 09 th Holly Circle, Suite 302, Centennial, CO 80112 Phone 303-630-9045 Fax 720-240-0767
i aTYbF WHEAT -RIDGE
_��9�Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: s V & - ry) , j
Job Address: C-3.-3 o Ne l s v n S4 -
Permit Number: -3 e 1-7 0-7 q118- y
fto o / rJ rL ®-ti ter-
❑ No one available for inspection: Time 43 = a g 6�jpM
Re -Inspection required: Yes
When corrections have been made, call for re -inspection at 303-234-5933
Datej //17 Inspector: 77`
DO NOT REMOVE THIS NOTICE
i
1-2
A i CM 6F'WI{Eafi MIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: � o & - /yi , d
Job Address: S3-50 We /50 S-�-
Permit Number: -3 0 I -7 p -7 a 4s t-/
d- Qo c),r- k) o 4- r-nve�
erg r)19!�2eC' ort
Ll No No one available for inspection: Time = 9 AMV
Re -Inspection required: es No
When corrections have been made, call for re -inspection at 303 -234 -
Date: IC bp u 1-2 Inspector: `" b
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Job Address: 6 X4EL,Se ,-) .5�:
Permit Number: O93y7)
/I J
❑ No one available for inspection: Time AM /PM
Re- Inspection required: Yes E N
"When corrections have been made, call for re inspection at 303 2345933
Date: /2 -17 -a 9 Inspector: U
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 11p `t/00 _
Job Address: ;3 , 17
Permit Number:
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
' When correc/tiions have been made, call for re-inspection at 303-234-5933
Date: l~ t1 z~; Inspector:
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Bung Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 1
Job Address: 3C7 N C B e2 j
Permit Number: 31 21
NO CReL ~~or^ Sic l~
nJz k~ n i✓>=
l 5 o~ r=~1_~__ DOE-
11 No one available for inspection: Time AM/PM
Re Inspection required: Yes No
"When corrections have been made, call for re-i 4 cti n at 303-234-5933
Dater Inspector:
DO NOT REMOVE THIS NOTICE
16 i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
]~;1%03) 235-2855 Office • (303) 237-8929 Fax
.INSPECTION NOTICE
Inspection Type: 1~~1 I l
Job Address: 5-5-30 1JSL5oAl 5-F
Permit Number: Q9 347
!
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
When corrections have been made, call far rej . nspe ion at 303-234-5933
Date: lI -C. `fl { Inspector: 1
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
lr (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: MID, - Ro"
Job Address: -53 30 N e ISoto S1-,
Permit Number: O`f 34 ! !
~i S l? ~P2~ y~~J
(l ~ ! C7.S f~C~eL.'~'J 1 t` ' t'?-l<-D
AQ r ll?f's%QY~
RL s, ~clfoJ ;;FE +iEOUJRFL~
No one available for inspection: Time 12.'15' AM/R 1'
Re-Inspection required:res No
'When corrections have been made, call for re-inspection at 303-234-5933
Date: 10- 2o- e_-~9 Inspector: -
DO NOT REMOVE
21 ~j
THIS NOTICE
City of Wheat Ridge
1
r4000r- Residential Roofing PERMIT - 093471
PERMIT NO: ! 093471 'ISSUED;. 10/19/2009
JOB. ADDRESS: 5330 NELSON ST. EXPIRES: 04/17/2010
DESCRIPTION: Reroof 32.33 sqs
***CONTACTS
owner 303/250-4089 Mike Burns
sub 303/242-8444 Jerod Raisch 09-0053 Metro Construction Inc
**'PARCEL' INFO
ZONE CODE: UA -USE: UA
SUBDIVISION: 0049 BLOCK/LOT#: 0./
FEE SUMMARY ESTIMATED PROJECT VALUATION: 11,831.00
FEES
Permit Fee 272.10
Total Valuation Op
Use Tax 212.96~~LYI
**.TOTAL 485.06
Comments:
Conditions:
Both front and back of permit need to be posted on job site. If one or the other
is not present, INSPECTION WILL NOT BE PERFORMED.
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 2 inside exterior` walls.-
***Contractor/Property owner shall .:provide .'ladder(s) secured in place for
inpsections.<.
Subject to field inspection.
I hereby certify that the setback distances proposed by this permit application are accurate, and do'not violate applicable
ordinances, rules or regulations of the 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.
signature of contractor/owner .:date
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 t180 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, 'a new permit may be :acquired fora 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 of a permit or the approval of drawings and.. specifications shall not be construed to be a permit for, nor
an approval e:~ olaion o te provisions of the building codes or any other ordinance, law, rule or regulation.
All plan ject to field inspections.
ignature of ie uilding Official date
NSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
INSPECTION RECORD Occupancy/Type
®°INSPECTION LINE: (303) 234-5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS DATE INSPECTOR
INITIALS COMMENTS:
Footings/Caissons
Stemwall / (CEG) Concrete
Encased Ground
Reinforcing or Monolithic
Weatherproof / French Drain
Sewer Service Lines
Water Service Lines
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
ROUGHS
Sheathing
Lath / Wall tie
Mid-Roof
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
Rough Mechanical CITY OF WHEAT RIDGE
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO F I0/19/09 2:26 PM Cdhh
Framing Jerod W. Raisch
Insulation RECEIPT NO:CD13683839 AMOUNT
Drywall Screw BPSP Reroof 2^c sqs 473.87
893478
Perrait Fee 272.18
FINALS U Tax 288.97
DPSP I 1 32.33 sqs
Electrical 893471
Plumbing Permit Fee 272,16
9 Use Tax 212.9E
Mechanical PAYMENT RECEIVED
AMOUNT
Roof VS 2631 958.13
Rath Cade:
Building Final 832616
Fire Department - TOTAL -958.13 -
R.D.W & Drainage INSPECTIONS FOR PLANNING Cc ZVNING, r,KL A"w rvuu o
Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
"NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION
OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WFATHFR
10/19/2009 09:47 3039352606 METRO CONSTRUCTION I PAGE 03103
♦lk 4♦
City of
Wheat Ijidge pate:
COMMUNITY DEVELOPMENT Permit#~~9''
Building Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office; 303-235-2855 W Fax: 303-237-8929
Inspection Line: 303-234-5933
Facsimile Building Permit Application
Property Address: 1~ Crvl
Property Owner (please print); nl ~
Mailing Address: (d different than property address)
Address:
OF UNDERSTANDING AND AGREEK
es proposed by this permit application
it Ridge or Covenants, easements or rIve read and a Yee to abide all con
i92t t Ridge Bullding Code (1.11d,
C) and
OIRLCE ONE;; (OWNER)
PRINT NAME: (~A
Zoning;
Reviewer
LFIREDrPAR:TMrNr.: OMMENTB; DEPARTMENT UYE ONLY
(1RKB COMMENTS:
Reviewer.
BDEPARTMENT COMMENTS:
eviewer. OCCUPANCY:
❑ approved wl Comments 0 disapproVed 0 no review requlred Bldg valuation: $
Credit Card Payment: Use credit card listed on file, D te:
Print name: Te-2n7 'R dk _ Signature:
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COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17991
BUILDING INSPECTION LINE -(305-2345933) Date : 11/4/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES
Property Address : 5330 NELSON ST Phone : 466-1831
Contractor License No. : 21948
Company : Greater Western Fence Phone : 469-8261
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation : $1,870.00
I hereby certify lhat the setback distances proposed by this permit application are accurate, and permit Fee : $86.13
do not violate applicable ordinances, rules or regulations of the City of Wheat Rid9e or
covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee : $0.00
made are accurate; that I have read and agre o abide by all conditions printed on this
applicalion, and that I assume full respons' for complianc with the W heat Ridge Building Use Tax : $22.44
Code (U.B.C.) and all other applicable W t Ridge or '~rT 6 es, for work under this permy
Total: $108.57
(OWNER)(CONTRACTOR)SIGNED DATE ~
Use:
Description : INSTALL 6' CEDAR TO BOTH SIDE LINES. 144'
BUILDING DEPARTMENT USE ONLY
Zoning domments,' SIC : Sq. Ft. :
Approval : TRC oK Pleaae Note:
Owner/contractor is responsible for locating property
Zoning : PRD lines and consWcting improvcments acco:ding to the
BuJldtng Gomrtiil approved plan and required developmcnt standards.
The City is not responsible for inlccuratc inforrrlatln~
Approval : submitted within the pla:i su und anN ~ir-stn., :ion
L'ing Gom
Public Works Gomments~, rs resu ~ ~ .
Approval
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No :
Company:
Plumbing License No :
Company :
Mechanical License No :
Company:
Expiration Date :
Approval:
Expiration Date :
Approval :
Expiration Date :
Approval :
(1) This permit was issued in acwrdance wilh the provisions set forth in yopur application and is subject to the laws o( the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Cobrado or any other applicable ortlinances of the City.
(2) This permit shall expire if (A) the work authorized is not wmmenced within sizry (60) days from issue date or (B) the builtling authorized is suspended or
abandoned for a period of 120 days.
(3) If ihis permil expires, a new permil may be acquired (or a fee of one-hal( the amount normally required, provided no changes have been or wiil be made in the
original plans and specificalions and any suspension or abandonment has not ezceeded one (1) year. if changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paitl for a new pertnit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notiy the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wrinen appmval on inspection card before
proceediing with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifcations shall not be constmed to be a permit for, nor an approval of, any violation of the
provisions of the building codes or any other ordinance, law, rule or regulation.
Iw,
Chie
clv,ase sign Terms and Conditions on reverse side of page.
OCT-19-2004 21:55 FROM:G W FENCE 970-284-6163 T0:13032352657 P.1
4 COYMUNf1Y GEVaOP1ENT bEPAR7lBiT &Ik6fg PBmp't NuMw
eua.oIMS INSPECTION unE - 3034344M= oam:
CIiY OF NM1IEAT ItlOGE
7H00 WEST 3!I{i AVENUE
YYHEAT RID(F, CO SOM -1303-~
APPLICATION
M.e\~d3 ~h y., ~ 3-'-4~b• ~73\
ContrecmrLicenneNa: ~33~ ~'`Sc1 ~~EJ
ccmp~- Ciz mGk.er UcA er r-, (
OFUNUNVA"VIMMMAMAGPOOMW ^7 ~
I hwebr cv* u0 fo oaeark aemmm popoeee by Ne vsmr app~eerm Coashaction value:s
a=Wam. a,ammtwdrAeMppYmtlsaabruar.nressn~rkmdw.aqar PermitFce:S
vn~ rsaee o eaa~.r.. aornsrs ar ~dbs ar ~ewa nr a Plan Review Fx:S
msaw.anwMe sIwwn, a~e eneOeYore n.do as .mrela !et I h.s iesa .w
apae ee Wae 6y r mdYw pYNeA m tlis appYcabm and tld 1~.nr 1ia i Ive Tsz~S
~ ~"'"ar~`~~°".. rrnat:a
(owrseH~srsn~ ~ ~ ` v
Dsacriptl°^. S-
Bp.R~ \4tT`
Exilratlon Uate: EpkatlO^ Date: Fxpirab°^ Dade:
(1) 7HSpemdvms6sedineamidenoawidi9tePmuhiq~sad(oMhImwMRleatkm eMlsin"arlbMelewsdtlreSlated
Odoradoand biheZaig RegJatlao end Oulg Cadmd WlralRkpa. Colaadoorafrya6.rePpkabioadinencss ot
Me Cily.
(2) Tliepanislulm"reY(l1)fwvwkBftrFtedIS11010mmieicelvdtliiffinY(B0)daYSSamIs9mUmeor(B)9mbuYdin9
aWw9sed M auspada0 a ebandwiad fora psiod d 120 daya.
(3) Mtliapamifta~Yes.anewtaimimaY6eeapisdtoraleedansMfMeennudnamMY!Wtked.Pwvklod noa+a^9a
(a) NoriantatwNmrvsstial mmnenMrrtlh
(5) comaaashallmlBYto &M9bop~ tvA
approvq m irepeCbn eud eato~a piacsedinp •
(8) ihewwance daae- alhsmoioval dAri
ePPovd af. enY dalaYon d!e PmdWam d tlie
ca*ed b 6e a pem~t 4or. rv en
k Iw. mle a FOOLMn•
Chief Build'Ing OifiCiel
ElectricaI license Na Wumbing Lioense No: Mechanical License No:
Company: Company: Company.
OCT'19-2004 21:55 FROM:G W FENCE 970-284-6163 TD:13032352857
NO.aB6 P.6
OCT. 7.20Ba ~3~17PM "_.••..e -
PLOT PLAN FOR 4) MELODY HOMESING
LOT~ 8BLOCK 1, SKYL.INE ESTATES, fIUNG 3
CITY OFjWff,ryT RIDGE. CWNTY OF FF M STATE OF COLORADO.
ADORESS 5330 NELSON STREET
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MINIMUM SET6ACKS:
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iEMEEMN S7RlJCTURES
JOB N0:1SKY3
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COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-2345933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Building Permit Number
Date
17975
10/19/2004
Property Owner: MELODY HOMES
Property Address : 5330 NELSON ST
Contractor License No. : 21948
Company : Greater Western Fence
Phone : 466-1831
Phone : 469-8261
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurale, 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 vARh the Wheat Ridge Building
Code (U.B.C J and all other applicable W heat Ridge ordin.Vcekh~-#ork under lhis permit.
(OWNER)(CONTRACTOR) SIGNED DATE Z±-yqo
Description : INSTALL 6' CEDAR TO BOTH W INGS.
Valuation :
$350.00
Permit Fee :
$30.55
Plan Review Fee :
$0.00
Use Tax :
$410
Total:
$34.75
Use: ~
~ 3
0 ~~2`J
1 ~
~
BUILDING DEPARTMENT USE ONLY
Zoning°Comr#tents.' ~pSE lqotefor loCai ng P~~J
Approval:TRC OK tistesponsible accordingtathe
Zoning PRD 0~f~~ mSimP adeelopn'entstandaca on
nsible foc inacanY~~o sttuction
Buildiing_Com~7neri#,s;,'i I~p ed P n poteqlalle
C~~ted ~thin the Plannaccutatc intocmatiun.
Approval.
Publpc Works CQmments:! subm oTSTesultingfrom
Approval:
Occupancy: Walls
Roof
Electrical License No :
Company:
Expiration Date :
Approval:
Plumbing License No :
Company :
Expiration Date :
Approval:
Stories : Residential Units :
Mechanical License No :
Company :
Expiration Date :
Approval:
(1) This permil was issued in accordance with Ihe provisions set foAh in yopur application and is sublect to the laws of the State of Colorado and lo the Zoning
Regulations and Building Code of Wheal Ridge, Coloredo or any olher applicable ordinances of ihe City.
(2) This permit shall expire it (A) the work authorized is not commenced wilhin sixty (60) days from issue date or (B) the building aulhorized is suspended or
abandonetl for a period of 120 days.
(3) If this permit expires, a new permit may Oe acquired for a fee of one-half ihe amount normaly repuired, provided no changes have been or will be made in ihe
original Olans antl specifcations and any suspension or abandonment has not axceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full tees shall be paid for a new permit.
(4) No work of any manner shall be done ihat will change ihe naWral Oow of water causing a drainage problem.
(5) Conlrector shall noti(y the Building Inspedor hventy-four (24) hours in advance for all inspedions and shail receive writlen approval on inspection wrd before
proceediing with successive phases of the job.
(6) The issuance of a permit or the approval of drewings and specifications shall not be consimed to ba a permit for, nor an approval of, any violation of ihe
pmvisions of the buiitling.ced45-btany-aLer ordinance, law, rule or regulation.
=-'Cl7ief BTilding #lS's~tor
Please sign Terms and Conditions on reverse side of page
COMMUNRY DEVELOPMENT DEPARTMENT Building Pertnit Number.
BUILDING INSPECTION LINE - 303-234-5933 Date:
~ g CITY OF YYHEAT PoDGE
7500YYEST29TH AVENUE
YYHEAT RIDGE, CO 80033 - (303-2352855)
APPLICATION
Property Owner. `.r\' e\
Property Address: ~ ~.3~c~ Phone:
Contractor License No.:
Company: ' Phone:
I hmbrcartily 00 the SoMack distances proposer! brOn PNW WOcatm 1116,
amrate, ana do nw violate appGcable «Nnanoss, ntlas or regWaeons ame Cily or
Wheat Ridge ar covenanls. easenenis a resVi[tiore d remd: MMel all
measuremems snovm, and aqegetions made are acaxate: mat I neve read ana
agree b abide by aN corWitlons pr"ed on tlis applica6on xid tlrel I assuna "
respmsibilNy for complimce wiCi the VYheat Ridge BWldmg Code (U.B.C) ad al
other applfcable Wheef Ridge Or/dinances. for work under tlris pertnil.
(owrFaMCOr+rracronCSKiego L rl~ Da7E1
(OWtcRxCONI'RMCTOR):PPM'ED \ ~ DATE
Description: --r n-A6~\ (.0,
~
sq. Fc. aaa.a O
Permit Fee:$
Plan Review Fee:$
1 iSe T Y'
TOY2l: $
6cpiration Date: Expiration Offie: Expiration Date:
ApProval: Approval: Approval:
(t) 71esPm'uTMrasisaiedin acmrdancewilhtheprovisanssetfaMnyaaappkcafionanMissubjecteothelawsoftheSlateaf
Cdorado and b the Zorrirg ReguWms arM BuT6ng Codes of VNieall7dge. CobFatlo orany olherapplicable ord'mances of
the Cily.
(2) This Perm0 sAall expire B(A) the wak aullnraed is rrot comrtwced wiUin s&tY (60) days tran issue date or (B) the building
autliorized is suspended a abandoned for a period ot 120 days.
(3) H this parmit expkes, a naw, pertnit may be acqtwed tor a tee d die-tielf the amount nomaNy reqtared, provitled no changes
have been orwil be mada'ri the aighial Plam and specillestions and aFry suspensbn orabandonrtien[ has nat exoeeded ane
(1)rear. NdaFxjes naveeeenor'rfsuspensionorabandonmantexceedsone(1)vear.tupraesshapbepaWtaranewpeimit.
(4) No wak d arry manner siol 6e done tliat wil cha'ge the naMal flow af wraler causng a d'ainage problem.
(5) Contrada shall nolily Me Bulding Inspecla lxen/y-far (24) hours in atlvance tor all inspeclions and shaA receive written
apPmval on 1nsPeclion cxrd before proceeding wllh successive Phases of the jab.
(6) The issuance of a penriit or the approval of drawirigs and spedficatrons shaN not ba canstrued to be a pertnR for, fwr an
apprwai of, any vidation d the Provisions of the buiMng codes or arry ottrer ordinance, law. mle or regulation.
Chief Building Official
ElecUipl License No: Plumbing license No: Mechanical License No:
Company. Company: Company:
uct U'/ u4 uti:ltlp Keaing JU3-65U-H2U4 p.6
' 9C7. 7.2004 3=17PM IY0.406 P.6
PLOT PLAN FOR
LOT $ . BLOCK _1._
CITY OF WHEAT RIDGE, COUN
ADDRESS 5330
IMELODY HOMES WC.
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Date:- Ir, / `7 hw
A Certitlcate of Occupancy or Completion has been requested for:
ADDR[SS: L-c[Soi 1 -
PURP08E OI' BTRUCTUR[: ~r~?-
Building Department Approval:
Remarks:
Zoning
Remarks:
Public Works Approval: Dk, L4b, ><?ldy
Remarks:
Fire Marshall
(If Applicable)
Remarks:
Sanitation District A
(If Applicable)
Remarks:
Water District Approval
(If Applicable)
Remarks:
~
,
INSPECTIONS WILL IVQT 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
~
>~~f----
JOBADDRESS ~>✓l.I\~i~~(v"\
TYPE OCCUPANCY
BUILDING PERMI,T N0(. DATE ISSUED
OWNER
CONTRACTOR.
SETBACKSFROM PROPERTYLINES'. NORTH SOUTH EAST WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION DATE INSPECTOR
- - - - - - - - - - - -
Foundations
F
gS
Footin
C
1,y6w-V
Caissons
Reinforcing or Monolithic
o q
~ p5 Z
Weatherproofing
til. POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
1I{, ~ i
,I
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work)
Heating (Ground Work)
S\~rr,K 0j,-
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
5z 1 ~c~u v«'., .
Rough Electrical
-c'A-
Rough Plumbing
_Z 3 -o f
Air Test Gas Piping
Rough Heating & Ventilation
Framing
C Ct L
Insulation
041~
Drywall Nailing
~
Roofing
Refrigeration
Electrical Underground
Final
Electrical
Plumbing
10 - 6"04
Heating & Ventilation
p- 6
Frame
%(I -
C!Aj
R.O.W. & Drainage
' • ~ °
Fire Department
Parking & Landscaping
l pf~
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
RESIDENTIAL SITE CERTIFICATION
DATE: I o 3 /o
ADDRESS: 5330 /wSoN STR£[T
LOT: S BLOCK: /
SUBDIVISION:
~ T'he relative elevations at the referenced address were measured at the lot sides and corners, top of
foundation and other locations as needed. The sides, eleva6ons and drainage patterns as measured aze in
substantial conformance with the approved grading and erosion control plan for the referenced
subdivision.
o The lot grading does not conform to the approved grading and erosion control plan The attached revised ref
grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot
and the overall subdivision.
seal
1r)
Sincereiv.
IMPROVEMENT SURVEY PLAT
AND ScnLE: 1" = 20'
/I\ Carroll s~ Lange= DRAINAGE CERTIFICATE JOB N0: 3161
I e. ~a s Pvo,,
DRAWN BY: PEB
s mu ei i...... t.isr,
i k ori,C a i anzzn 10-14-04
(j~,) 98i~_0zo~ DATE DRAWN:
LEGEND
• =FOUND #5 REBAR
WITH PLASTIC CAP
Q =FOUND NAIL & DISK
R=PROPERTY LWE
r~ r BOW=BACK OF WALK
p Q ~ II LWE
0 3 w ❑ =FEDESTAL
TRACT A ~ =SERVICE
Q 5~9 / Y~=FIRE HYDRANT
Pa5p9~ay~ 71.63' $0024~26"E PROPOSED TOF=44.4
- AS-BUILT TOF= 44.5
P❑OO ~ LOT 8
~ BLOCK 1 10' u.E.
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Ikt 9 34.7' wooo 0 1 ~ ~2~ z~ ~ 1Y~ i HEpEer cERnrr rHnT THE cLEVnnor+s
lti~ ¢ 4~ AND DRAINAGE PATTERN SHOWN ON
I N I~l~ ~ V I I LOT8~ BLOCNI . OG SKYLNE ESTATES
pj ~ F iur: un 3
O d. TMEREON WERE OEVELOPED iftOM A SURVEY
~ OF THE ABOVE DESCRIBfD PROPERTT,
PERPORMED ON THE DATE SHOWN. AND
INO I 2 STORY h I nccuRnrELr nNO rRULr ocaicr THE
ELEVnnaHS ns rHCV Exis*[o oH TMc
~ STONE AND FRAME 1.0' ~ oare or snio suRVCr. mc RcLnnvE
5330 ciEVnnous as oEaicrco HcaroH Mo.r
I N n ~ STREET _ I z I cHnwcc suascoucrvl To THE onrc
M ~ > HEREOF DUE TO THE SUBSIDENCE
NELSON
OR UPHEAWL Of THE SOIL. ADDITION OR
~ FF= q54 1 O~ 10.0~I r OR kEMOML 0! SOIL BY ACTS OF MAN,
~ EROSION BY TME NiNO 0 WATER OR O1HER
~ 1 ~ fACTORS. iHEREFO IS SURVE7 MAY
T O I NOT ACLURATELY ICT THE ELEVATIONS
INV ~ O p) qN~ GRAINAG AT N OF THE ABOVE
~ GF= '~.3' N I ~ Q I PROPERTY ATEOF SURVEY
111 19.8' ~ N ,I
IAt4 N. 11 acci ) suavcroR,HO.
1~ I 1'~I I io-ia-oa
~ 3 ~ ~ ~ ~0 16,9' v 7RL.
avcr
` onic of u
THE LEVATIONS AND DRAINAGE PATTERN
A60VE SHOWN ARE THE REGISTERED LANO
~ SURVEVOR'S CERTIFlEO FINpINGS OR THE
FlNISHED GROUND GRAOES AROUND TOIIR
I~~,' I ! ~Ib RESIDENCE ON THE DATE SHOWN
~ I I~~4 X TpU iME HOMEOWNEft, NUST MAINTAIN
I I~, N D ILDER OG WATER ~ Q YOUR ER HOU ORANiE E BU ATYOOR
NOME WILL NOT COVER STRUCTURAL
U6ED
fNS5HE0 O GRADES CHANCES
HEREFOREE YOUR
~at~ ~ ~ IIIt RESPONSIBILRY TO MAMTAIN THE GftApES
N AS SET BY THE BWLDER ANO AS CERiiFlED
I ~ O U.E. 1f HEREIN 9v THE SURVEYOR.
; ~ 1 D M ADDITION, THE H.O.w. PROTECTIONS ON
iL YOIIR RESIDfNCE PROVIpED BY YWR
yJ AC qA p W - BUILDER ~NLL NOT COVER STRUCiURnL
~ tiY0 ~ 69.T~/, SOO GT ZV "E ^ Oq BQW DAMAGE CAUSED AS A RESULT OG
- < « 1 C/IANCES MAOE IN THE FINISHEO
DRAINAGE GRnDES. TNEREFORE, ii IS
yOUP RESPONSIBiLITY TO MAiNTmN THE
GRADES AS SET BY iHE BNLDER ANp AS
NELSON STREET "RT""° eY T"` S°RVE°°R
a.
BIIILDER
BEARWGS ARE BASED ON THE EAST LWE OF LOT 8, BLOCK 1,OF THE RECORDED PLAT SKYLINE ESTATES FILWG N0. 3
BEARING S00'24'26"E . WITH MONUMENTS AS SHOWN HEREON.
THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION
THIS 13LL DAY OF OCTOBER ,2004 , OF THE PROPERTY DESCRIBED
As: LOT 8, BLOCK 1, FLOOD INFORMATION:
SKYLINE ESTATES FILING N0. 3, THis PROaERTV uES wiTHiN zoNE c, oESicNnrED ns
CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL
EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE
COUNTY OF JEFFERSON, RnTe Mna, coM"rTr! BR EL No. 08507e-0005 c,
STATE OF COLORADO Rewseo FEg,,:t},~e~aH~~9 e EsTnrES FLc No 3)
AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENTS, OF-WAY IN
EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PREMISEC...,, '[y~WN.
_
BY: ~
DATE: • ~ w ~
a. J' r`~O .
RECERTIFIED BY'~~t'
I}iIS SURVEY DOES NOT ADDRESS EAS[MENiS OTHER THAN THOSE SHOWN ON THE RECORDED PLAi NOTED HEREON_ NO iIff'~OM 1 PROVIDED TO THE SURVEYOR.
NOTICE: 4CCGRDiNG i0 COLDRADO I.NW TOU MUST CONMFNCE ANY IEGAL PCiION BASED UPON ANY OEFECi lu iH15 SURVEY N1iHIN iNREE YEARS APTER Y011 RPSi DISCOVERED SUCH
I)EFECi. w NO fVFNr MAT nNV AC➢ON BASfD UPON ANY OEFECT IN TNIS SURVET BE COIAMENCEO NORE THAN iEN YEARS FROM THE DFTE OF THE CERIIFILATION SHOWN HEREON.
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COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77317
BUILDING INSPECTION LINE -(303-234-5933) Date : 7/2/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES, INC.
Property Address : 5330 NELSON ST
Contractor License No. : 21279
Phone : 466-1831
Company : Melody Homes Phone : 466-1831
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit applicalion are accurate, and
do not violate applicable ordinances, rules or regulations of the Ciry of W heat 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 responsibilily for compliance with the W heat Ridge Building
Code (U.B.C.) and all other applicable ~Wyhe~a~ idge o inances~,~ f,o~r ~work under this permit.
(OWNER)(CONTRACTOR) SIGNED '~C/!K .~~ZK!!VA/T~Ii DATE I ' O
Construction Value :
$210,336.00
Permit Fee :
$2,100.03
Plan Review Fee :
$100.00
Use Tax :
$2,524.03
Total:
$4,724.06
„
Ii5
Description : 2959 A- GARDEN LEVEL, FIREPLACE IN FAMILY ROOM, AIR CONDITIONING; 5.0 TON
/Sa.
BUILDING DEPARTMENT USE OMLro d~""eCMri~ ~ nsi6 ~ forlocatingprop,
2Ppr +sUVCtin i •
e~'ts accor~tn~
~~lan and re4u to
he City is no[rea irc„
OK sul-nri!h P0"s~ule
~lansct -
errors resuliing froin
2 ENGINEERS SIGNED FOUNDATION PLANS
OK. SEE ATTACHED SHEETS. 6130104 xza
Roof : Stories : Residential Units : 1
Approval : TRC
Zoning : pRD
Btiilding Comment'rp:
Approval: CR
Public Worko;ICc+mments:
Approval : DFB
Occupancy: R-3 Walls
Electrical License No : 21284
Company :Thunder Ridge Electric
Co.
Expiration Date : 2/28/2005
Approval : OKIKS
Plumbing License No :19354
Company:Millwood Plumbing &
Heating
Expiration Date : 5/25/2005
Approval : OKIKS
Mechanical License No : 17790
Company : Four Seasons Heating
Expiration Date : 5/30/2005
Approval : OKIKS
(1) This permit was issued in accordance with the provisions set forlh in yopur application and is subject to the laws of ihe State of Colorado and to the Zoning
Regulations and Builtling Code of Wheal Ridge, Colorado or any other applicable ortlinances of the City.
(2) This permil shall expire if (A) the work authorized is nof commenced within sizty (60) days fmm issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a naw 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 aDantlonment has not ezceaded one (i) year. If changes are matle or if suspension or abandonment
exceeds one (1) year, full fees shall be paid tor a new permit.
(4) No work of any manner shall be done that will change ihe natural tlow o(water causing a drdinage problem.
(5) Contractor shall notify the Building Inspactor twenty-tour (24) hours in advance for all inspections and shall receive wririen approval on inspection card before
proceediing with successive phases o( the job.
(6) The ssuance *or the a rawings and specifcations shall not be construed to be a permit for, nor an approval o(, any violation o( the
provisio t ing or any other o ce, law, rule or regulation.
~
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
DEPARTMENT OF PUBLIC WORKS
REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATTON
Date:
Applicanr. `"oIjff 40PUA Phone
Ili
LocationofConstruction: S33n /t16-zso,J
Putpose ofConstruction: S..J~~ F•r.•~~~y P~s~~~~ Building Permit Value:
Single Family X Commercial Multi-Family
DEVELOPMENT REVIEW FEES
DevelopmentReviewProcessingFee $100.00 $ /oD.cc
(for document processing)
Single Family Residence Review Fee: $50.00 $ 50.00
(for review of applicable technical documents)
CommerciaUMulti-Familv Rmew Fee:
•(for reNiew of existing technical documems) E 100.00 S
•(fdr review of technical documents for construction in
Righivf-Way, Final Drainage Repon, and Erosion Control Plan) $500.00 S
CDOT Access Pemtit Fee: a100.00
(for documem appliartion and processing)
S
Traffic Impract Study Rmiew Fee: $100.00
(for document review and processing)
Flood Plain Variance Review Fee:
tfor document rceicwand prue:essing)
Class I Application: $300.00 $
Class I Publication/Notice N/A
Class D Application $750.00 $
Class II Publiration/Notice E90.00 $
TOTAL REVIEW FEES (due at time of building permit issuance): $ /So . o0
PLEASE NOTE THAT IN ADDIT[ON TO TIIE ABOVE FEES. 7HERE WII.L BE ADDI7'IONAL UCENSING AND
PERMITTING FEES REQUIItED FOR CONSTRUCTION OF IIviPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY.
Signature of Applicaot Wkwi JW/!4649C Date 7- ~-(og
Rc ONOJ
04 w~ T
DEPARTMENT OF PUBUC WORKS
BUILD/NG PERMIT APPLICATION REVIEW Z3
Date: 6- L/--y coLORP~o
Location: 5330 /tJ¢ so.l S~
Atteotion: Building Department
I have reviewed the attached materials submitted in appiication for approval of a S~NGc.E F,4,•ar~y ,~ESiD~,vtc
at the above referenced address Please note thc summary comments below.
1. ✓ Boundary Closwe: _ OK _ Not OK; refer ro stipulations.
2. ✓ Drainagc:
a. Drainage plan and report needed _
b. Drainagc plan na necded
c. Lot drainagdgrading to be reviewed by Building Division ✓
d. Site drainagdgading provisions have been reviewed and are: (~z o vEP~o7-
✓ OK Na OK; rcfer to supulations.
3. ✓ NPDFS Permit Required: _ Yes ✓ No
4. ✓ Public Improvtrtxnts
a.
svat paving needed:
Yes
b.
curb and gutur naded:
Yes
c.
sidewalk needed:
Yes
d.
sveet lights needed:
Yes
C.
stam sewer needed:
Yes
f.
ietta of aedit roquired:
_ Yes
If a letter of credil is requ'ued, for what improvements?
✓ No
✓ No
✓ No
No
✓ No
✓ No
Amount of lerier o( aedif: N/+
5.
✓
Subdivision Agrament required:
Yes
No
6.
Development Covenant required:
_ Yes
_ No
If Yes, for
7.
✓
Traffic impact analysis and repon required:
Yes
~ No
8.
State Highway Access Pemut rKeded:
Yes
_v/ No
9.
✓
New roadway or alley R.O.W. dedicauon recommended:
_ Yes
✓ No
If yes, what is recommended?
10.
✓
All existing dedicated rosdways/alleys moet the surdards of the City:
✓ Yes
_ No
]f no, which do nol and what is rcquested: F1l't
I1. ✓ APPROVAL: The Public Works Department has reviewed this request and hereby giva its approval,
subject a the above and/or attachtd sapulations.
/
Signatwe David F. Brossroan, P_L.S. Dae
12. NO APPROVAL: The Public Works Dcpartment has reviewed this requat and does not give its approval
tor the rcasons snted:
Signamre David F. Brossman. P.L.S. Date
13. ✓ Sti ationsacuchcd: ✓ Yes No C+2.s~).v, c~T~Fic.rr~o.✓ ~E77EZ' FRo.~ r'.~.
pW P4rol2
14. ✓ Summaiy Comments: Mv damage lo the tzistine Public Imorovemrnts as a result of this construction is to
be ropaired W mea Citv snnduds bv [hc Pumit Avolicam oria to thc issuance of thc Catifiwa d
Occuoancv A Dninage Certification L,enu is reauired orior to the issuance of the Cutificau of Occuoancv
oepecrenrt a wnk woaa
DEPARTMENT OF PUBLIC WORKS
(303) 235-2861
7500 WEST 297H AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857
LETTER OF NOTIFICATION FOR PUBLIC 1MPROVEMENTS RESTORATION
DATED 6130/c y
Deaz Contractor:
ADDRESS S3.jo rv~s~„~
In conjunction with the approval of the building permit applicauon for the above referenced address, this
]etter 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 deternvned by
City of Wheat Ridge Public Works Deparcment, and prior to the issuance of a Certificate of Occupancy.
Prior to any construction commencing, the City's representative will conduct an onsite inspection to
detemune the existing condition(s) of the public improvemenu at this address.
If you have any questions, please contact me at 303-235-2864.
Sincerely,
David F. Brossman, P.L.S.
Development Review Engineer
Cc: File
Rev 4103
COb1MLTNlTY bEVEIAPMENT AEPARTMENT Building Permit Number
s BUII.DING TNSPECTION LINE - 303-234-5933
bate:
CITY OF WHEAT RIDGE
7500 WEST 29TH AVFNUE
WHEAT RIDGE, CO 80033 -(303-235-285~
9~ALICATION
PropertyOwner: IrIY.w
Prapayy Address: Phone . 7
ConRactor License I`o.:~ ~ y-- ~ -6"-`F31
Company Ptane:,3(J;-U4L-,~R!:?/
On'NEIUfORT(uC70R SIGRATUaE OF G9UER$7A(.DING.VNO ACREEMCNT
Ihcrtbycatilyihai tlicsetbxkAistamcayropouAbylhispcnnitypplicaUOnneaccwat0. COt15Ul1CIlO71v21llC:
anddonotviolamapylipbkardinanca,ruksotisgulau"sofdxCi'yofKlwtRidgtw perxnitFee:S .~~CL'.C.
cavc,unts.easttnaiuaresaicifonsofraard:thaiallmeawmncnisslwWn..ndalkgaliens
tNAc K etCW'AIK lINI I h9vC rqA Y1A 99pYC to abide by WI ~ditioni prime! m il~y plen Rcvicw Fec:$ /cc . C
ayptiwtim and Uni 1 usume fufl ruponsibiliry (a eortq~iiaikt with Nc Whey~ A~dgt
8uitdingCode (U.B.C) and a11 qhe,r appiieable Whtat Ridg<Ordinantes, f« work undv USC T1X:$
Ihis pmnil.
n _ n / / Total:$
DESCR1PTlOfi: c~[SC( tq"
l:w~, l:cti~~~"~?MJ vLX ; J`-} C7 1 d
tJ
BU1LbtNG UEpARTMENT USE ONLY
SIC: ~ q.Fc:
ZAxino CorMerm:~y,,,, ~
Approvai: '4~b ~
Zonin8: M-Vj)
e~2s F-a+Irr ~
swioINOCOrrenra: ~ ~jvlciln ~
Approval: Ny
vomucwwacscoMrsxrs• OK .9'774-~
Approval: A246 ~ jo/30/Oe/
Occupwcy: Walk: Rooi Stories: RaidentialUni[s:
Elecaical T,icense No: l ~ 2 K y Phwibiug Liceau No: Mahanical Litense No: /77 I c
CanpiulY-rr_.. Compmy_~j.,~.t0~Y ~ CwnAanX Pti;UY
I ~ la.tS'1.CA.~~ 11
Expvation Date: U Fxpiraoon Daa: Eacpiraeoa Date:
Approval- Appraval: APW'oval:
~
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Ru.essf4
Residential Worksheet (SF/Duplex) Z8 ~
Submittal requirements:
Copy of Deed z Si[e Plan (to scale) ~ Elevations a
Address: 5330 Ne1Son S4~• 2.95.9' /°r
Zoning:
M
Use:
fes_
Property in the flood plain? Nv
I.ot Size:
'&W5
sq. ft.
Lot Width:
(W .4b ft.
Maximum L,ot Coverage: 40 % 3380 sq. R.
Proposed Improvements: Existing Improvement(s):
House: sq. R. House: sq. ft.
Addition to House: sq. ft. Shed: sq. ft.
"Shed: sq. ft. Detached Gazage: sq. ft.
Detached Garage: sq. ft. Other: sq. ft.
Proposed Lot Coverage: (Total) % Zb(OS' ~O sq. ft.
Required Setbacks: FR ZO S, S 1' 5 R lO
Provided Setbacks: FR ~ S l~•? S M R 3g'i
Maximum Height: 35 R. Maximum Size: 338~. sq. ft.
~
Proposed Height: Proposed Size: 2CAo5' sq. ft.
Access Notes
For one and two-family dwellings, the firs[ 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 cbser than 25' to any
property liue, except when used as joint access for two or more lots.
In residenrial zone districu, curb cuts s6a11 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 aze at least 30 feet
aput, measured from the interior edges.
For all uses, one access point per property is peimitted.
•Metal sheds in excess of 120 s.f not allowed.
Landscauina Notes
For one-and Iwo-family dwellings, one tree for every 70 feet of street frontage is required.
100°/a of the front yard and 25% of the entue bt must be landscaped prior to issuance of C.O.
Street hees required: Street trees provided:
Infonnation
ffiftommiad-ZL~441.ToBuildOn
Engineering • Consuldng • Tesdng
Melody Homes, Inc. Mazch 1, 2004
11031 Sheridan Boulevazd
Weshninster, Colorado 80020 Job No. 532-35120
Subject: Summary Report of the Geotechnical Evaluation for 5330 Nelson Street, Lot 8, :
Block 1, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado
References: l. "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 Soils 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 evaluarion 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 neaz 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 returned 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 fil and graveliy 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 swell 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 Independence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 8, Block 1
FOUNDATION RECOMMENDATIONS
Job No. 532-35120
March 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 Footings or Footing Pads are considered the most appropriate foundation system
for the single family residence proposed on this lot. A grade beam and narrow spread footing or
fooring pad foundation system is utilized to concentrate the loads from the structure 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 azea aze 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 Exhibit A is
typically used to provide such an assessment.
Structurally supported floors should be used in all non-basement finished ]iving areas in the
proposed residence. Structurally supported floors aze also recommended in basement areas where
the slab performance risk is categorized as high to very high.
Slab-on-grade construction has been used successfully in the Front Range azea 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 slab-on-grade construction in expansive soil areas as
discussed in Eachibit 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 ]ater.
Slab 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 ]ow 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 construction 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 8, Block 1
Job No. 532-35120
March 1, 2004
Page 3 of 5
available construction technology considered to be within practical, cost effective ]imits 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 follow the precautions listed below for all slab-on-gade 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
occur, even with a smail increase in moisture content, and some increase in moisture content is
inevitable as a result of development and associated landscaping. However, extreme moisture content
increases can be lazgely controlled by proper and responsible homeovcmer maintenance and irrigation
practices.
1. Slabs should be separated from a11 exterior walls, column posts, interior bearing members and
utility lines to allow independent vertical movement of the slab (i.e., construct a"floaring"
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 partitions that are placed on
the slab. In finished areas, 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
stairwelis should also be designed for this movement. Recommended construction details for
partirions, doorways and stairwells aze presented in Exhibit B. NOTE: Movement of slabs
supported on expansive soils/bedrock could exceed the partition void space recommended
above. These void spaces are not intended to anticipate total potential slab naovement. 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 foundafion or supershucture.
The Owner should seek the assistance of a professional geotechnical engineer when
considering patio and /or porch improvements.
5. Isolation of garage 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 discharge. If a gtavity discharge is
utilized as the primary discharge mechanism, it is recommended that a sump pit also be consriucted
Melody Homes, Inc. Job No. 532-35 ] 20
Skyline Estates, Filing No. 3 Mazch 1, 2004
Lot 8, Block 1 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 puxnp 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 around the foundation, and ultimately 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 gound cover moisture barrier and adequate ventilation is recommended in all crawl space azeas
to help control humidity in the crawl 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 conshuction.
LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION
Proper maintenance of the areas surrounding the foundation can affect performance of the structure.
Our experience has shown that if the Homeowner properly maintains the items summarized below,
wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with
the structure.
1. The backfili should have a positive slope away from the foundation walls on all sides. The
grade can be reduced somewhat if pavements or slabs will cover backfill azeas. 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 areas,
these areas should be filled and compacted with a fine-grained soil to establish the positive
slopes mentioned above. The addition of rock, bazk, or mulch in low azeas 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 foundation. 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 are buried, they must be
conshucted 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 wall.
3. Particular caze should be taken during final landscaping of the site. If the Homeowner desires
to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk
of future damage to the structure or slabs-on-grade is increased. It is advisable to plant oniy
vegetation that requires very little irrigation or oi11y natural precipitation for survival next to or
near the foundation or exterior slabs.
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 8, Block 1
Job No.532-35120
March 1, 2004
Page 5 of 5
4. Installation of decorarive landscaped areas such as gravel, bazk, wood mulch, etc. is advocated
as an altemative to planting next to foundations and exterior slabs. These areas should be
underlain with polyethylene or geotextile fabria To reduce water infiltration, the slopes
recommended above must be maintained. The edge of decorarive azeas should be constructed
above the adjacent lawn or ground surface, and should not impede drainage with grass stops.
Refer to Eachibit 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 foundation walls. Where pracricable, main sprinkler lines, zone
control boxes, and drains should be constructed at least 10 feet from the foundation walls.
Lawn nrigation should be limited to only the amount necessary to maintain normal gowth.
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 priar 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 conditions 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 L.epro
Staff Engineer
Attachments:
Eachibit 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 azeas of expansive soils that cannot be compietely eliminated by either engineering or
construction techniques. While the risk of damage cannot be eliminated, the home building
industry has developed effective methods to mirigate damage.
The determination as to whether slab-on-grade construcrion can or should be used for a particulaz
applicarion requires an evaluation of the likelihood or risk that slab-on-grade movement wili occur,
and if movement does occur, whether the potential movement will result in unacceptable slab
performance.
What constitutes unacceptable slab perforxnance is subjecrive, 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 Imown or predicted. These factors include
details of the slab construction as well as the behavior of the soil and /or bedrock material that
underlie the slab.
Behauior of the soil and/or bedrock materials below a slab is a function of numerous factors
including geologic structure, the loca] and regional soil and bedrock profile and iYs variability,
material types below the slab, engineering properties of materials below the slab, 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 neazby surface water
sources, type and configuration of basement, tolerable movement for intended use, performance
history and experience in the azea, surface topography, previous and future grading, surface and
subsurface drainage, site landscaping, imgation 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 considerabie experience and judgment on the part of the geotechnical engineer. Such an
assessment is referred to as a"siab 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 trus process and
one that has been used extensively for more than 30 yeazs in the Denver metro azea, the results of
sweil 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 large 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.
Pirofessional Service lndustries, Inc. PaQe 1 of 3 March 1, 2004
In an effort to provide some unifornuty 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 pazt
of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residential
Basement Floor System Recommendations". The risk categories developed by CAGE aze
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 Surchaz e
Low
0 to < 3
0 to < 2
Moderate
3 to < 5
2 to < 4
Hi
5 to<8
4to<6
Ve Hi
>8
>6
*NOTE: The representa6ve 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 chazacteristics of the soils and bedrock within the anticipated
zone of moisture content increase (often referred to as the depth of wetting) below foundation
excavation depths when considering all of the above factors. A current design assutnption for the
zone of material subject to an increase in moisture content below basement slabs-on-grade 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 area. However, the anticipated severity and frequency of damage has generally been
observed to increase with increasing slab performance risk category. Few detailed studies
conelating perceived slab performance risk with actuai performance data have been performed to
date in the Denver metro azea for numerous reasons, including insufficient and inaccessible repair
and maintenance records as well as inability to survey the condition of exisring occupied homes.
However, the results of studies that have been performed recently in the Denver metro azea have
validated this observation: Criteria used in the study to evaluate slab performance included a
masimuxn crack height of'/a inch, a maximum crack width of Ya inch, and a maxunuxn differential
elevation 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. ]nc PaQe 2 of 3 March l, 2004
Basement Floor Slab Performance
a~
S
so
~
m
50
x
m
~
40
W
V
,n
~
30
y
4'
20
Q
10
o
N
0
=
Low Moderate High Very High
Slab Performance Risk Category
Structurally supported floors,
effective way to reduce the li
other design issues associated
also known as structural floors, are generally considered the most
kelihood of basement floor movement due to soil heave. There aze
with structural floors, such as ventilation and increased lateral loads,
air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not
constitute a perfect option and in many cases are not the best option. Based upon the combined
experience of iYs 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 practice 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
residentia] construction in the Denver metro azea 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 high. 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, garage floors, etc. cannot be
precluded using readily available construction teclinology within practical, cost effective limits.
Professional Service lndustries, Inc. Paee 3 of 3 March 1, 2004
v
Spike as required I ~
for stability Partition
~
Molding, nail ~
at bottom onlv void Space
Drilled hole ~ Concrete
slab
111=1~I,;,III,;,III-
Wood 2 x 4,
nail to slab
Information VOID SPACE DETAIL FOR
ToBuildOn PARTITIONS ON SLABS
Englneering • Consutting . resun9 EXHIBIT B
Brick or
siding
5' Minimum
Frame
Wall
Rock or bark area wlth downspout
extended beyond edging
Sod
„ . .
i 1 I_~ III. I I I Foundation
Wall
I 1=' '
Perforated edging or
equivalent to allow .
releaae of water from
roek or bark area
Maintain minimum alope
of 10% away from toundetion
Minimum 6 Mil
Polyethylene or Geotextile
Fabric sloped eway from
foundation under edging
to top of grass
p%c; Information RECOMMENDED LANDSCAPING
LI""'~ ToBuildOn PROCEDURES
Englneerfng•co~~uffing.resffn9 EXHIBIT c
P LOT P LAN FOR W) MELODY HOMES.C.
LOT 8 , BLOCK SKYLINE ESTATES, FILING 3
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO.
ADDRESS 5330 NELSON STREET
N00°24"26"W 71.6
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INFO STAKE:
MODEL 2959 LH
GFN R
1. THIS PLOT PLAN DOES N0T SHOW LOCATION OF YANDOW WELLS. FOR THEIR
LOCFTION SEE STRUCTURAL ENGINEERED PLANS.
2. OIMENSIONS SHOKN AROUND TIE PERIMETER OF THE SIRUCTUFE ARE TO THE
EX7ERIOR FOUNDNTION CORNERS.
3. PROVIDE AND NAINTAIN POSITIVE DRAINAGE AWAV fROAI ALL FOUNDAiION WALLS
PER WARRANTY REOUIREMENTS. (O.SS MINIMUM SLOPE POR CONGRETE PANSJ
4. THIS PLOT PLAN SHOWS PROPOSED IMGROVEMENTS ONLY. FINAL CONSTRUCTION
MAY VFRY.
5. FOR QUESlI0N5 REGARDING THE FOUNDATION OURINC E%CAVATION, FORM
SETTWQ AND HOUSE CONSTRUCTION REfER TO THE ENGINEEftEO FOUNDATION PLANS.
3 CAR
ELEV. A
LOT AREA (S.F.) =
8,465
HOUSE AREA (S.F.) =
2175.5
COVERAGE=
25J%
BLDG. HEIGHT=
27.5'
AVG. BLDG. HEIGHT=
22.5'
AVG. F.G.=
& APPROVED FOR STAKING
LL„
^ HOUSE AT MINIMUM SETBACK
CHECK FORMS BEFORE POURING
LEGEND:
UTILITY PEDESTALS
p z
¢
48 HOUR NOTICE REOUIRED
WATER SERVICE
R°PROPERTY LINE
(n
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BOW=BACK
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:
cnccur~~r
MINIMUM SETBACKS:
~
CMELODY HOMES
CALL UiILITY NOTIFICATION
'
_20
1
SCALE:
INC.
CENTER OF COIORADO
1-800-922
FRONT: 20.0
'
'
DATE:06-15-04
11031 SHERlDAN BLVD.
-N98o
°"534-6700
V
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SIDE: 7.5
REAR: 10
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WESTMINSTER C0. 80020
D
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STREET SIDE: 20.0'
gY: BMA
PHONE: (303) 466-1837
FaX: (sos) 466-2368
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SEE SECTIaN 1 , ; .
FOR DETAII.S. ~ L ~ ~ ~ '
POLY~THY F'OI.Y~THIIENE ~ 7~' r _ 1 i
~ ~ ~ :J~
S~E SE~~1QN 1 V4tD BE1
VOID BEYUND, SEE FOR DETAILS. S~~ PI~AN ~'0 PLAN F~R L~CATION. PI.AN B~AR 4~1 UNDISTURBED _ .
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1 1 2'° CLEAR
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BUTTRESS w FOR BEAM. ~ n 1 6 (1 EA~H FACE ~ s i
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FOR iI~RTICAL AND HORIZONTAL Q
WAI.L R~INFORCING, IF REQUIRED. ~ F ia w ~ d, :u. i f
I ~ 4 X ~ DOWEI~S 8" O.C. i~ ~ ,
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~ s 1 1 2" CLEAR ^ c~ 1NDICAT A ES Pl. CEMENT OF VOlD I ~ c~ w ~ ~ MAT~~i~~ u I 'V f ~ ~ PAD
c~ o I ! ~F+ ~ No~~ ~ ~ ~ ~~~L v OID ~ITH P4~Y. TYPICAC E BEAMp ~ „ „ „ 32 X 32 X 10 TH I I~ C TYPICAL. ~
2- 4 X N ~ ~ , „ AS SHOWN. q, S~AB. INDIGATES 2X PLATE LOCA TIUN, W3-5EA,1~AY ~ ~OT, . . ~ » - _ . ~ , . _ ~ ~ - - - - - _ . - -
1 EACH FACE PROVIDE 1 2 ~ x 1 a LONG A~ ~ ,.s.i,• , ~ ~ 4 _ ~
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MATERIA~ UNDER A GR DE BEAM, c~ INDlCATES PI~ACEMEf~T ~F V~fD ~ i ~ MATERIAL U~JDER G RAd~ BEAM, I
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PLAN F~R L~CATION. EE S ~EAR ~N NATlVE SOILS PLAN PLA~ ~ n~ i } c~ ~ f
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SEE FOR pETAILS, Cc PO~.Y. ir JL~ IQ ~EYdND SEE 4 VO ~ , rt INDICATES P~A~EMENT ~F 4 :F
~ P~AI~ ~E~ » PLAN N F~R ~.OCATI~N. NATIVE S~1L5 PLA BEAR ON 4 VOID ~EYOND SEE WOQD 2~ I~AI~. V~1D MA TERIA~ UNDER GRADE ~ Ta SLAB. B A E M AND BETWEEN A. P DS ~ •
~ ~R TRUCTURAL FII~L, OR S PLAN F~~ LOCATI~N. SEI SEAL VOID W1TH PQLY. T~'P.
E SOIL REP~RT, SE SEE P~AN FOR V~I~ LOCATION.
~ _ , II _ _ 11 , f_ ~ ~ l .
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STOOP SLAB, ~
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REINF. EX1 ~ BASEMENT ~ ` _ r i F - I i
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NH NAU C _ _ ~3 t
F T P~ACEMENT 0 INDICA ES ~
AT RiAL UNDER GRADE I M E
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TYPICAL F FOUNDATION WALL REINFORCING ~ 6. A SOILS ENG!N t~ EER SHOULD BE CA LLED TO INSPECT FOUNQAT .~0N EX TION EXCAVATION
~ v,oil ,211 AUNCH DE AIL TO VERIFY FQUNDATION TYPE BEF4RE STARTING CQNSTRUCTION. ~
THERS.
ALTERNATE BOLT QN HAUNCH BY Q -AT BOTTO~ CRAWL SP~ - - - ; . . _ , T N r-7 F TA T I ' - - - - _
OF 2
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