HomeMy WebLinkAbout5314 Newcombe StreetCity of Wheat RidgeR�� Sche i�e�
X Residential Roofing PETS_ -201701865
PERMIT NO: 201701865 ISSUED: 06/11/2017
JOB ADDRESS: 5314 Newcombe ST EXPIRES: 06/11/2018
JOB DESCRIPTION: Residential reroof: Install 1 layer, Owens Corning Duration in Estate
Grey, 4/12 pitch house 34 squares
*** CONTACTS ***
OWNER (303)425-4049 GILLIGAN FAMILY TRUST
SUB (303)816-1888 Derek Lindsay 022377 Infinity Restoration
* * * PARCEL INFO * * *
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,953.00
FEES
Total Valuation 0.00
Use Tax 251.01
Permit Fee 236.00
** TOTAL ** 487.01
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 2.5-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturera€rms installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
INSPECTION RECORD
1 INSPECTION REQUEST LINE: (303) 234-5933
Occupancy/Type
Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date Inspector Comments
Initials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
no Nnt Pnur Cnncrete Prior To Annroval Ot The Above InSDectlons
Underground/Slab Inspections Date
Inspector
Initials
Comments
Electrical
Wall Sheathing
Sewer Service
Mid -Roof
Plumbing
L; I
no Nnt Cnver Underaround or Below/in-Slab Work Prior To ADDroval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
(/,I In
L; I
Lath / Wall Tie
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections
Date Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
y
_�
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 compieteo from the Tire uistrict ana eiectricai iow voltage
by the Building Division.
For notification of your assigned inspection time window please email ins tiiueree uestL(ici.wllcatrid�e.co.us by 8:00 A.M.
the day of the inspection with the property address in the subject line of the email. Time windows are assigned based on
inspection routing.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
i CITY OF WHEAT RIDGE
�/- Building Inspection Division
(303) 234-5933 Inspection line
_:(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: (2o P
Job Address:5�o C n k" A e ST
Permit Number: 2C;/ b �
❑ No one available for inspection: Time I /S AM/PM
Re -Inspection required: Yes No
;When corrections have been made, call for re -inspection at 303-234-5933
Date:Inspector: '36
DO NOT REMOVE THIS NOTICE
CITY OF WHEAT RIDGE
Building Inspection Division
/ (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: A41 D
Job Address: % r 1�IC0,A-11 / �`
Permit Number:
❑ No one available for inspecti n—\Time 1 JUU AM/PM
Re -Inspection required: Yes Nq
*When corrections have been made, call for r� nspection at 303-234-5933
Date: 11 _ I ! Inspector:
DO NOT REMOVE 7 -HIS NOTICE
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding Alh-inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturera€l"s installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
City of Wheat Ridge
Residential Roofing PERMIT - 201701865
PERMIT NO:
201701865 ISSUED:
06/11/2017
JOB ADDRESS:
5314 Newcombe ST EXPIRES:
06/11/2018
JOB DESCRIPTION:
Residential reroof: Install 1 layer, Owens Corning Duration in Estate
Grey, 4/12 pitch house 34 squares
*** CONTACTS ***
OWNER (303)425-4049 GILLIGAN FAMILY TRUST
SUB (303)816-1888 Derek Lindsay 022377 Infinity
Restoration
*** PARCEL INFO
***
ZONE CODE:
UA / Unassigned USE:
UA / Unassigned
SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#:
0 /
*** FEE SUMMARY
*** ESTIMATED PROJECT VALUATION:
11,953.00
FEES
Total Valuation
0.00
Use Tax
251.01
Permit Fee
236.00
** TOTAL **
487.01
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding Alh-inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturera€l"s installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
City of Wheat Ridge
Residential Roofing PERMIT - 201701865
PERMIT NO: 201701865 ISSUED: 06/11/2017
JOB ADDRESS: 5314 Newcombe ST EXPIRES: 06/11/2018
JOB DESCRIPTION: Residential reroof: Install 1 layer, Owens Corning Duration in Estate
Grey, 4/12 pitch house 34 squares
(, 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 ermit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be
perfor nd that all work to be performed is disc Tris document and/or its' accompanying approved plans and specifications.
- 13.
Signature of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of an 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.
5, The issuance or granting of a permit shall not be construed to be a permit for, or an roval of, an violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of wo K inubject to fie pectin . W
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest(a ci.wheat�tp.ga,
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
INFINITY RESTORATION
MEMBER2690 W. Main St Suite C Littleton, CO 80120
Office (303) 816-1888 Fax (303) 816-1889 BBB_
Property Owner's Name: r�Ay Nmtio Cott �fR bl�T
Property Address: 53N /Vee, Cz a,46 City: of4 State: '0 Zip: *V00
Property Owner's Primary Phone Number: 30,3— Y2-5-- VV q0t Mobile: 303 kdo(p
Approx Date of Loss: Email: T61'U16A 3 Q- Ca.Kc4si-.yo-r
Damages Result of Wind and/or Hail or Other (specify if other): } r
Insurance Company: A.- 61+.- Policy No: 000 '?1133 i 403 Claim No: O Ctfi 3'9'70L f
Agent's Name and Number: Adj. Info: P—" LYQkP ty � -2- 3y- 770 y
Cra and
I hereby authorize Infinity Restoration to discuss the details of the project with my insurance company on my behalf; as the contractor, and proceeedd with all
repairs authorized by the insurance company at a cost equal to the replacement cost value including overhead and profit allowed on the claim. Property
owner agrees that Infinity Restoration is entitled to the Replacement Cost value plus any and all supplements necessary to complete repairs that are
approved by the insurance company, this includes code upgrade requirements. First payment is due upon completion of the roof replacement, the balance is
due on work that has been completed, (such as the roof work) when the recoverable depreciation plus any approved supplements is received. Any
remaining unfinished work, such as gutters, siding, interior paint, or any other trade, will be due upon completion of each trade and receipt of insurance
funds. The Property owners out of pocket expense will not exceed the lasuranee deductible unless upgrades are agreed to in writing and added or
depreciation is "non recoverable". Deductible is to be paid directly to the connector (Infutity Restoration). Any upgrades or downgrades will be in writing.
Property owner agrees to furnish Infinity Restoration with a copy of the insurance estimate and any other documents related to this claim immediately
upon receipt. Infinity and its Authorized representatives are not acting as Public Insurance Adjusters.
If the insurance company agrees to pay for the claim, and the undersigned does not allow Infinity Restoration to proceed with the roof project, a
cancellation fee equal to 15% of this contract amount will be due to cover administrative costs associated with preparing the project. This contract
includes the Additi Provisions on the back and contains our complete agreement. The specifications and conditions are satisfactory and are
hereby accepted. Initial
The Property Owner/Authorized Representative selects the following materials and directs Infinity Restoration to furnish this material and its labor in a
good workmanlike manner according to standard practices in the industry. Any alterations, modifications, changes or additions must be in writing and
agreed to between the parties as evidenced by their signatures. Infinity Restoration is not responsible for damage caused by improper original construction
including faulty fiaming, masonry bracing and/or roof decks. Infinity Restoration is not responsible for totted siding, paint and sheetrock damage due to
vibration. Infinity Restoration is not responsible for damaged electrical, cable, AIC, or plumbing lines which are installed within 6 inches of the roofline.
It is the property owners' responsibility to notify infinity Restoration of any deed restrictions/H.O.A. requirements. Jf the undersigned fails to pay Infinity
Restoration any amounts due under this contract within thirty (30) days from the date of completion, and receipt of insurance funds, the undersigned agrees
to pay all costs of collection plus a reasonable attorney's fee, should the same be placed in the hands of an attorney for collection, along with eighteen (18)
percent interest on unpaid balance.
This Contract Is Void I€ The Insurance Company Denies Full Coverage.
The materials selected are as follows: P CQtiz. �c.ti
f* SHINGLE_ 0 G Dc trA tic ,J COLOR
1 � STRIP OFF LAYERS OF EXISTING ROOFING
0 STRIP OF WOOD SHAKE/SHINGLE
A INSTALL�o 60 . tr RIDGE SHINGLES S�a�cAr ra
A, INSTALL �F— INCH ENAMEL FINISHED DRIP EDGE/COLOR D&e- i �Ah4 �llc�v 7
R APPLY AS�. � LB FELT BASE SHEET S�(A,0� i 3"
c- 4f t,v i ,
< INSTALL A 5 LAYER FHA OSE VALLEY OR Xe e b Ile
X- FOUR(4) OR SDC®1 W' GALVANIZED NAILS PER SHINGLE
X SIDEWALL FLASHING WHERE NEEDED
0 CHR&, EY FLASHING; RE -FLASH, CAULK AND PAINT
ALUMINUM WIND TURBINES RIDGEVENT SNS�g( l
�9, SOFFIT VENTS POWER TURBINES AIR HAWKS
„ l� REPLACE ROTTEN DECKING ATA COST OF $60 DOLLARS PER 4'x 8' SHEET 5 i��e S
;,CLEAN UP AND HAUL DEBRIS
0
Jk
f iTua, , Da. p Lir Sias Qz�u
Clhscic-
INSURANCE DEDUCTIBLE: (if deductible is more than stated by Property Owner/Authorized
Rclmesentative agrees to pay the difference) $ sp
UPGRADE TOTHEMATERIAL AND LABOR
��IA r�4tS 19ts+c+r + S's -8,
DOWNGRADES TO THE MATERIAL AND LABOR
TOTAL OUT OF POCKET EXPENSE IN ADDITION TO INSURANCE PROCEEDS
(Based on Replacement Cost Coverage)
UWe hereby authorize & instruct the insurance company and all lien holders to include Infinity Restoration as Co -Payee on any subsequent
loss drafts or checks after today's date as indicated below.
Print Name:• G Date:_ Print Name:
Signature: c� Signature:
r
Representative: Phone: 7u�-5Z7-&(0A_.
Date:
Antoinette Kulick Z,0l 1 l
From: no-reply@ci.wheatridge.co.us
Sent: Thursday, June 8, 2017 9:11 AM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online--do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT
IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME
WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your
contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit. Permits are currently being
processed within 24-48 hours, subject to change based on volume.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Existing permits that require amendments (for example, to add
redecking) must be completed in person at City Hall. All other non-roofing permits
must be completed in person at City Hall. The Building Division will be open from
7:30-10:30 a.m., Monday through Friday to process these types of requests.
PROPERTY INFORMATION
Property Address 5314 NEWCOMBE ST.
Property Owner Name RAYMOND GILLIGAN
Property Owner Phone 3034254049
Number
Property Owner Email Field not completed.
Address
Do you have a signed Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name INFINITY RESTORATION
Contractor's License 022377
Number (for the City of
Wheat Ridge)
Contractor Phone 3038161888
Number
Contractor Email Address KELLY@INFINITYROOFER.COM
(permit pick-up
instructions will be sent
to this email)
DESCRIPTION OF WORK
Is this application for a Yes
new permit for a
residential roof?
Are you re -decking the No
roof?
Description of Roofing OWENS CORNING DURATION IN ESTATE GREY
Material
How many squares of 34
material?
•
Provide additional detail RE -ROOF, 1 LAYER, 4/12 PITCH, ROOFING THE HOUSE
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract 11,953.00
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
i
•
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant MIKE L CANNON
Email not displaying correctly? View it in your browser.
algam
�u1�U
City of
wrt .w
mmumw ! +►PME T°A
Building,D/vi.6on
7500 W. 2e Ave., Wheat Ridge, CO 80033
1 303-237-8929
InspectionLine:s
Properly Address.
Property Owner (*&so phoo. Phone.
Maifin •is different then :4 tr
A.
-Contractorcity, State, ,ZiV.
License «: M 116 Phonw.3i11 !!.
♦ as 1 :1.1. * t r t ", • k . -
F,G AA
• :ire♦ # r t
4.. :. #r . t . # ♦ t e r t :. • ' t x". a . 'M~ � • t • a # � s t t.. . t +Y t a4s
t .
_. •. ♦ t :! a �.. i ":.tt ;. t x ,+ K i ,. t t a # :. a. .. # t.
'lx•. i;. ;. " ...t : A .,# ar a•a3 '4 : t.#.'. t t.. # :a t¥. Y.'„ t t.
vnn r
^ * t > i t t ".i • a+ t t v. a i. t k M. t t C 3 1 A t •..: "' t♦ �! # t
DEPAf(TMENT USE ONLY
FIRE O P..a GsppMVed Wwwerft 00baliproyed C ltd ie u
Credit • Payment: credits listed on rile. Date:
Print
A 3
.yqAyyt"�i4 pi+��at#��'ty jF �a�+,,y���1,1yy�F "
r. MJ;ttV V i"'fiNCY.
Bldg Valuation: $
INSPECTION RECORD Omc, anc�
°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.
t., QfC nbx r C fSF1 iF'/rL
INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS J OB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS:
Footings /Caissons
ell i (_
Drywall Screw
Stemwall / (CEG) Concrete
Encased Ground
e
Reinforcing or Monolithic
Roof
Weatherproof / French Drain
- ,Building Final X
Sewer Service Lines.:
Fire Department
Water Service Lines``
R.O.W & Drainage
POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED
' CONCRETE SLAB FLOOR
Electrical (Underground)
)� r
Insulation
Plumbing (Underground)
ell i (_
Drywall Screw
Heating (Underground)
e
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
ROUGHS
Sheathing
)� r
Insulation
::.Lath / Wall tie
7c
Drywall Screw
.'Mid -Roof '.
e
Electrical Service
Roof
Rough Electric
- ,Building Final X
Rough Plumbing
Fire Department
Gas Piping
R.O.W & Drainage
Rough Mechanical
Parking & Landscaping
,� i
- (AO mi icocrnnnie m ae eirnicn ooino rn oanecanuar.
Framing
°Electrical
)� r
Insulation
Plumbing x
7c
Drywall Screw
S L 0
e
i
'FINALS
°Electrical
Plumbing x
7c
Mechanical
Roof
- ,Building Final X
Fire Department
R.O.W & Drainage
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Parking & Landscaping
* * 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 CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
PROTECT
XUPANCY IS ISSUED
CERTIFICATE OF COMPLETION
City of Wheat Ridge
7500 W 29th Ave
Wheat Ridge CO 80033
Permit# 090416 Issued
Stipulations: Partial Basement Finish
08/07/09
This certificate verifies that the building constructed and/
or the use proposed of the building and/or premises, under
the above permit number and on property described below,
does comply with the Wheat Ridge Building Code and
development standards of the zone district in which it is
located and may be occupied. All other licensing
requirements for the City must be met.
Site Address: 5314 NEWCOMBE ST
Parcel Number: 39-161-08-009
Owner: Raymond Gilligan
5314 Newcombe St
Wheat Ridge CO 80033
Contractor: Brevan Adamas
Accent Design - Build Inc
791 Southpark Dr #500
Littleton, CO 80120
For the Following Pu
Cod ditions
2003 ICC/2005 NEC
2003 ICC/2002 NEC
1997 UBC/2002 NEC
Sprinkler System
rpose: Residential Remodel
NO change shall be made in the USE of
this building without prior notice
and a new Certificate of Completion
from the City of Wheat Ridge.
ng Inspector Zoning Administrator
CEIAT-1'FICATE MUST BE POSTED BY FRONT DOOR OF
COMMERCIAL OCCUPANCIES
08/11/09 09:20:52 City of Wheat Ridge Page 1
bp701-18 PERMIT INFORMATION - 090416 amackey
PERMIT INFORMATION:
Permitff: 090416
Permit Type: Residential Remodel
Permit Dt: 05/04/2009
Expires: 10/31/2009
LAND PARCEL INFORMATION:
Zone Cd: Unassigned
Funct One: Unassigned
Subdivision: SKYLINE ESTATES PLG
Cont Type: Brick
Legal:
SOB DESCRIPTION: Partial basement finish
Address: 5314 NEWCOMBE ST
Parcel Cd: 39-161-08-009
OWNER: Raymond Gilligan
Address: 5314 Newcombe St
City/St/Zip: Wheat RIdge CO 80033
DO: 0
Last Zone Dt:
Annex Dt:
Lot: Block No: 0
Seteacks-Front: 0.0
Left: 0.0
Right: 0.0
Back: 0.0
FEES QTY DUE PAID:
Permit Fee 29,500.00 574.35 574.35
Plan Review Fee .00 373.33 373.33
Total Valuation 29,500.00 .00 .00
Use Tax 29,500.00 531.00 531.00
1,470.68 1,478.68
CONTACTS:
owner Raymond Gilligan 5314 Newcombe St Wheat RIdge CO 80033 3034254049
go CL3 Accent Design - Build Inc Brevau Adamas 791 Southpark Or N500 Littleton, CO 80120 7204905675
Sub CIA The Electric Company Todd Hogue 8933 E. Union Ave Greenwood Village, CO 80111 3036637304
Sub CL9 High Efficiency Heating & A/C Craig Saunders P.O. Box 2563 Parker, CO 80134 3034006043
sub CLE GMS Plumbing & Mechanical LLC Gary Sosa 77 Marshall St Lakewood, CO 80226 3032382171
PARCEL INFORMATION:
10 Structure Type RANG
20 Year Built 2005
30 Property Type REBID
PERMIT CONDITIONS:
KC: Approved per plans and notes on plans. Subject to field inspection.
APPROVALS:
REQUIRED INSPECTIONS STATUS:
PERMIT NOTES:
05/04/09 CREATED FROM APPLff 09-0108
05/04/09 KC: Approved per plans and notes on plans. Subject to field inspection.
05/01/09 Given to SS for review
INSPECTION INFORMATION:
N TYPE CONTRB CALLED CNCL WHO REQ IT INS DT STATUS
1 PUG:Plumbing Underground 09-0092 05/12/09 n0 CCI 05/13/09 05/13/09 COMPLETE
2 MRI:Mechanical Rough Its 09-0086 05/14/09 no CCI 05/15/09 05/15/09 COMPLETE
3 PRI:Plumbing Rough Insp. 09-0092 05/14/09 no CCI 05/15/09 05/15/09 COMPLETE
4 FRI:Framing Rough Insp. 09-0079 05/14/09 no CCI 05115/09 05/15/09 COMPLETE
5 ERI:Electrical Rough Ins 02-2336 05/15/09 no CCI 05/15/09 05/15/09 COMPLETE
6 INS:Insulation 09-0079 05/18/09 no KC 05/19/09 05/19/09 COMPLETE
08/11/09 09:20:52 City of Wheat Ridge Page 2
bp701-19 PERMIT INFORMATION - 090416 mmackcy
7
DWS:
Drywall screw/nail
05/20/09
no
KO
05/21/09
05/21/09
COMPLETE
8
PFI:
Plumbing Final Insp
09-0092
06/29/09
no
KC
06/30/09
06/30/09
INCOMPLETE
9
=i:
Mechanical Rough Ins
09-0086
06/29/09
no
kc
06/30/09
06/30/09
COMPLETE
10
eti:
Electrical Final Ins
02-2336
06/29/09
no
kc
06/30/09
06/30/09
COMPLETE
11
BFI:
Building Final Insp
09-0079
06/29/09
no
KC
06130109
06/30/09
INCOMPLETE
12
PFI:
Plunbing Final Snap
09-0092
08106109
n0
CCI
08/07/09
08/07/09
COMPLETE
13
BFI:
Building Final Insp
09-0079
08/06/09
no
CCI
08/07/09
08/07/09
COMPLETE
♦ i CITY OF WHEAT RIDGE
Bung Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type:,.,'",,
Job Address: ~fff #V4,1444.
, i Permit Number: 1'~ 14) 4yj
❑ No one available for inspection: Time (M AI /PM
Re-Inspection-required: Yes 60)
*When corrections have been made, calf for re-ins action at 303-234-5933
Date: 7- f)( Inspector.
DO NOT REMOVE THIS NOTICE
♦ 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: Pit ; rJ : ct Y I'S~fr
Job Address:
«/F'r
Permit Number:
❑ No one available for inspection: Time r'l!~ A /,M
C Re-Inspection required: Yes o
f '`When corrections have been made, call forre-i sp 70 ,
Date: ~3-2 4-5933
Date: 7 Inspector: T k it +~_E .
I DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Bung Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type: 4 A FZ,
Job Address: < 2" 4 a649F <r .
_,PW 96 Permit Number: -;'o
❑ No one available for inspection: Time 4g,- j4:5 AM/PM
Re-Inspection required: es>_No
"When corrections have been made, call for re-inspection at 303-2345933
Date: Inspector:
f
DO NOT REMOVE THIS NOTICE
b "111 '1" it ,ic4
CITY OF WHEAT RIDGE
Building Inspection Division
/ (303) 234-5933 Inspection line
(303) 235-2855 Office ' (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type: L r_
Job Address/Permit Number: S S < //1~~~ F,1~ ycf
loql(
❑ No one available for inspection: Time AM/PM
Re-Inspection required: 'Yes No
When corrections have been made, call for re-inspection at 303-234-5933
Date: i~ iy, s;? in,1/lnspector:
DO-NOT REMOVE THIS NOTICE
'
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office - (303) 235-2857 Fax
INSPECTION NOTICE tw
Inspection Type,
Job Address/Permit Number ? -V JL/) S
0 t~q1
~r
r<
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
When corrections have been made, call for re-inspection at 303-234-5933
Date: Inspector
DO NOT REMOVE THIS NOTICE
~ CITY OF WHEAT RIDGE
/ Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office - (303) 235-2857. Fax
INSPECTION NOTICE
Inspection Type::
Job Address/Permit Number: 4t es c~ Ci S f
❑ No one available for inspection: Time AM/PM
Re-Inspection required: "Yes No
When corrections have been made, call for re-inspection at 303-234-5933
Date: ` Y I, 16'~) Inspector:
DO NOT REMOVE THIS NOTICE
♦~~41
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office * (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type:I
Job Address/Permit Number:
❑ No one available for inspection: Time AM/PM
Re-Inspection required: "Yes No
When corrections have been made, cats for re-inspection at 303-234-5933
Date: A-
///,/7t ~ nspector: 40,_ s
DO NOT REMOVE THIS NOTICE
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office ' (303) 235-2857 Fax
INSPECTION NOTICES =<::9 tP i
Inspection Type: L//d-= v-< u ~
Job Address/Permit Number: 'f;-5/</ €t ❑ No one available for inspection: Time AM/PM
4
Re Inspection required: Yes
When corrections have been made, call for re-inspection at 303-234-5933
s Date: 5 ' CA Inspector:
DO NOT REMOVE THIS NOTICE
11
4w"t??qr City of Wheat Ridge Building Division Date: (1 Q 0q
Qcm 7500 W. 29th Ave., Wheat Ridge, CO 80033 q
Office: 303-235-2855 * Fax: 303-235-2857 Plan ,Oq
Inspection Line: 303-234-5933 Permit
Building Permit Application
Pr ItIt Ac)iRes§ > f l~ fVlb • l I
Property Owner (p/ease print): ;ZQUk j AOLt-Wt?. 61%Wlt GG Vt Phone: Wq,a - % /
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Contractor: ICUMN ,L L'a4VJ U'r~r line -
Contractor License Phone: 7aD ~f9(~'S~ ]ij~
Steli Contractors:
Electrical City License Plumbing City License OTONA Mechanical City License DPI ~'~~~r .
Company:-%p £Itc+rC t"oM~avty CompanyCHIMS~IUwbt,YNeCIn. company:
I}i hl%t~t
ctenc
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (description): Construction Value: $ e;~ Jt 5'L
j1 SC ripttpif ,0 ,.-,_w, OraCi (1 (as calculated per the Building ValuatiYCtC ~1Qtj~~yY~.Yl1 { ll~lls~ Plan Review (due at time of submittal):
Sq. Ft./L.Ft added: Squares BTU's Gallons Amps
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the 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) (CONTRACTOR) or PERSONAL REPRE NTATIVE of ER) (CONTRATOR)
PRINT NAME: t) QJ)Ck4\ Ajb'0l l SIGNATURE: X~) llaala Date: S'D(-O
Work shall comply with the
following codes: 2003 IRC, 2003
IECC & 2005 NEC.
A PJAa'TJ~~71/L ~L~i S ''`c
QAGIL o f Tg`i jO.~C 9f
tF6R,5! 5 WYIOOuU
kPG~v)Rfgp~2 ~.7
.TAO A 31c>
~Grr
d H. MMSy~~.~(r16"tit
Bf~a 3 ~ wf,_ in eevnr~ela t„•;;AEziksV
P?e i~O.a~J '_@ a ~E~fi R4G !i Y i 'f a i V ~ . 'p {,(R r:i ~.471~.
°o.l bt+f': , avttn3 rr of tlt?,.o~r 4M
'Yifi~ti tt'aa~k .ttl4 W,15") ; tIa ,~,ipt it l ~Yf`~5„ vty EF6rtlS'~
d9ta Asa fb 1:tr~1 v, n f < ncr„v; A3,
C F)0)'„::t
- -
~tN
LID
0
E 3JOZOD(
(
N
Ir
v
f'
QQle( f
t- - (
L!
Ccn~c~e_-r
O-
eA<2 /1 111vr W*// S
~/FAS/ /3~ ~~vsuL.srs~
O
SD
L me of
Soc,r
gt~ ~ ill
~~m-L y__tt uam_~Pa
Sump
W611
vRTh RIO
CUce1CaVD
-r<<e,
~ lackit, C-f',llt are
N e.wcowt+4 ~ r~ .
~~v~p~, Co ~ 3~ uas Koy~
t J A-W Ala s
_ cep DeS10,W 3oiial
In enclosed usable space beneath
stairs, min. 1/2-inch drywall is
required on underside of stairs and
on adjacent walls.
Combustion air ducts within
12 inches of ceiling and floor,
sized at the rate of 1 sq. inch
per 2000 BTU's, are required
Handrails shall be provided on at
least one side of stairs at a height of
34" to 38" measured vertically from
the tread nosing.
Minimum 50 CFM exhaust fan
vented to exterior shall be provided
in toilet rooms and bathrooms.
Walls in shower shall have non-
absorbent finish to 6' above floor.
Outlets in bedrooms shall be Arc-
Fault protected.
Shutoff valves required on lavatories
and water closets.
Direct connect smoke alarms are
required.
Wheat Ridge Building Department
ved
S
BUILDt OFFICIAL DA
Validity of permit: The issuance of a permit or approval of plans, specifications
and computations shall not be a permit for, or an approval of, any violation to
any of the provisions of the building code erof any City ordinances.
PaMls presuming to give authority to violate or cancel the provisions of ft
Building codes or other ordinances of the City shell not be valid.
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept.
Signed. ir.~oz60 ....Plan Checker
RESIDENTIAL SITE CERTIFICATION
DATE: _10 /D O ~
ADDRESS: 63 I Nfwdom6L ✓G~KGLT
LOT: 6 BLOCK: Z
SUBDIVISION: SK/~iNE 6 STATCS 1JO'3
~ The relative elevations at the referenced address were measured at the lot sides and corners, top of
foundation and other locations as needed. The sides, elevations and drainage patterns as measured are in
substantial conformance with the approved grading and erosion control plan for the referenced
subdivision.
❑ 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 overali sulidivision.
Sincerely,
~
• = seal
ai ~
IMPRUVEMENT SURVEY PLAT
AND SCALE 1 - 24
OF~ Carroll & Lange ul DRAiNAGE CERTIFICATE doe N0: 3161
N~ores. io.,:ne~yim:ars nw~asurvaya~.s PEB
IGS so~.m Union elva.. sulm 156 DRAWN BY:
L trr.wood Loloratlo 10226
(303) 900-0200
DATE DRAWN: - -
REVISED ISP:
REVISED ISP:
REGRADE: 10-(34 -04
LEGENr-)
• =POUND #5 REBAR
WITH PLASTIC CAP
O=FOUND NAIL & DISK
TRACT G R=PROPERTY LINE
BOW=BACK OF WALK
Q~Sp9 ~ ~ll, I[=FLOW LINE
66.00'. N00'13~11"W Pbsp9 ~=PEDESTAL
=SERVICE
00o LOT H U=FIRE HYDRANT
j BLOCK 210'10'EU.E PROPOSED TOF=45.8
AS-BUILT TOF= 45.9
~0 ~Is x
I K1~
~I rD ~s, 26 34y
a10 o
N ~`n I o~ PATIO
a~ K 9 F
22.7'
I MEAEBY CEPTFY MAT TIE ELEVAlp1/5
NN/ pINN1GE PATIFRN 9NOW ON
Oi 91LM111[ OIuSS
Iy 1XERFp1 MERC OEwLOPED fRd/ A K11KY
~1 • I OF 111E ABOK OESCI119FD PRMflItt.
41' CdNl1~ELY NID iRULY ~OERICT 11Q
El£VATd15 AS 111EY fJO51Ep W hIE '
OA7E OF SND SURWY, THE IKI,ATVE
1 STORY o ~vAnas ns owcico Ha~c~ wAr
~F cHMce suascaucNT ro nl[ Mtc
nMEar oue To n+e wesio[nce
~ STONE AND FRAME ro ( Ao Ld- wHUVU or THE sai., wana a5314 a+ aEUOVw a sow ar Acrs or NAN, S wosia er nat wlo at wnhat ae onHae
I Z I NEWCOMBE STREET ~1 ~ r~clats. Tn[~rave. suR~er w~v
~ NOT ~CIXN2~TELT 1NE EIFVAMINS
43'! F~ = `Iln9 ~n~Q n°oPCROa.,~,~ ~nc ~ c
8.5 ~
-
~ p 85'
O I, I p n co suR~cmix, No.
I~pv' 2 ~F p f
~s- 17.0'44 ~v a'~I- o~ p.~o Y
y M1 z~.o I 0 . iHE VAlIOH5 ANO OR/JNACE PATiFRf!
I~3. ~f Z J ,~aW Wo,~ ,~E ~a5,~ ~
suRWroxs cwnrim vwoincs ac nc
PORCH8.0' ~~+Istim crtwHO cnno[5 ,wow~o mun
~ RESIDENCE 011 THE DA1E , SHOMN
I y YOV, 1NE ' HOYEOMf1ER, NUST 4NNTAN!
ELE N THE WAtER AM/
PROPERLY DRN~EiYfRqA
14 MUR HIXISE. THE d114DEF OF YOUR
1y Xp/E M1LL NOi COWN STflUCNRK
DAMAGE TO Yqlp HOME CMlYO AS ♦
I I REAILT OF d1ANGE5 YApE IN i11E
1 O 7' FlNISNFD CRAOEi iHEREFOpE,IT IS YpNt
° 6' WOOD RESPp1gBIt1TY TO MIJMTAIN TIE CpTflEADES
AS SET BY 1HE BUILDER NW ~S trRD
FENCE HERON BY i11E SURWYOR.
IN AOqPON, ME M.O.W. PROiECPMS OH
1 YWR RESIOE/!(Y PPONOED BY YWR
y1V I `~IV BUIIDER WLL NOT fA4ER 51RUClURAL
1 10' U.E. ~ onwncc cAusco ns n newLror
V LMINGES MIDE IN THE iNNSHm
DRWCE cnwcs. nHeneraaE, rt is
` YWR RESPOH4BIlJtt TO MNNTNH THE
y R CRADES AS SET 9Y THE BUIt➢ER MIU AS
~,~Z~ 66.00' S0073`11'E y o,~13 ccnnnmernH[suaWrart
BOW er
~D FL BUIIDER
NEWCOMBE STREET
BEARINGS ARE BASED ON THE EAST LINE OF LOT 8, BLOCK 2,OF THE RECORDED PLAT SKYLINE ESTATES FILING N0. 3
BEARWG N00'13'11"W . WITH MONUMENTS AS SHOWN HEREON.
THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION
THIS 4L DAY OF SEPTEMBER ,2004 , OF THE PROPERTY DESCRIBED
AS LOT 8, BLOCK 2, FLOOD INFORMATION:
SKYLINE ESTATES FILING N0. 3, THis PROPeRTr ues wirHiN zoNe c, oesicNnrED as
CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL
COUNTY OF JEFFERSON, EMERGENCY MANAGEMENT AGENCY F1.00D INSURANCE
RATE MAP, ,WMMUNYTY,. fANEI, NO. 085079-0005 C,
STATE OF COLORADO REVISED,4C$, ':4~7i§o,"' ($KyLINE ESTATES FLG. NO 3.)
AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENTST`O~F-WAY IN
EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PREMI~~ E A.C.G IOWN.
B Y:
DATE:
64.R Y f '
RECERTIFIE <
1hIIS SURVEY DOES NOT 4DDRESS EASE~fENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT NOTED HEREON NO TIiLE C(7NNhtA1liCWAR PRONDED i0 THE SIIRVEYDR,
NOTICE: ACCORDINC TO COLORADO LAW v0U MUST COMMENCE ANY LfGAL ACTION BASED UPON ANY DEFECT IN iH15 SUflO£T MITHIN THREE YEhFS AFTER YOU FIRST OISCOKRED SUCH
OEFECT.IN NO EVFNi MAY ANY ACiION BASED UPON ANY OEFECT IN THIS SU9VEY BE CONMENCED NORE THAN TEN YEARS FROM THE DATE OF THE CERTIRCATION SHOKN MEREON.
0
~
c
~
a
0
~
~
m
a
~
3
4
0
v
m
~
d
~
a
m
d~
~ N
~g
6 j
~ m
o S
~ c
omia
~
d
m
F
c~
z
~
~
m
O
~
0
~
~
S
m
~
O
r
r
O
~
Z
~
~
C
TJ
~
O
~
m
m
D
r
O
m
~
C)
~
~
~
O
Z
v
~
O
~
m
A
~
A C ~ W
a 3 ~
m~ ~ o
n'~ g
o, m
a
~ ~g m
°:n c
A n
~ Q m
~p
~ p N
d`"n
n $ r~ ^
C G~ n N~q'T.
yd0 ~yD
$ u W ~
$.a~
fli
p a ~ ~
c
S m
O a
gm
~ n
o
m9
m ~p
N
O ~
~N D
~ c
~ m
m °
m
d ~
m ~
J
~ Q N
p ~ O
` O
C Ip A
N
N y
A
W ~
J
Q ~
l~ y1
l ~
y
~u1
yJ
I~I
y
~
O
l ,
~
~
~
~
n
~
Date:- L I I I 1~
A Certificate of Ocaupancy or Completion has been requested for.
vuRVOSC or SneucruRE: ` 15-
Buflding Department
Remarks:
Zoning
Remarks:
Public Worlcs
Remarks:
Fire Marshall Approval:
(It Applicable)
Remarlcs:
Sanitation District A
(If Applicable)
Remarks:
Water District Appra
(If Applicable)
Remarks:
7
IN&PECTIONS 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
JOBADDRESS 5'3 / / k~
BUILDING PERMIT N0. /-I7 Z-I
.F.~ naCC
OWNER : A ip
CONTRACTOR ` • "
SETBACKS FROM PROPERTY LINES. NORTH
SOUTH EAST WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINWG TO THIS JOB
INSPECTION DATE INSPECTOR
Foundations
Footings
Caissons
Reinforcing or Monolithic
Weatherproofing
_ ~c,,,Cc~
U wt AA~) POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor: e~ ~t, 7~ 1 ci c~t r hu
Electrical (Ground Work)
Plumbing (Ground Work) ,r,-~ (i_
-)_te~-6c _cl .pq
~
Heating (Ground Work)
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
A
- 1~
Rough Electrical
Rough Plumbing
i _ i _pu
'
Air Test Gas Piping
Rough Heating & Ventilation
Insulation
• ~e -
Drywall Nailing
I
Roofing
9 -j5-p
L
Refrigeration
Electrical Underground
Final N Cyl~
{ O- 6-O
4
Electrical
c~,-~y'(
~
Plumbing
Cl - Z 7- 0
Heating & Ventilation
q _ Z j,~ 'v
Frame
Z
R.O.W. & Drainage
Fire Department
v
Parking & Landscaping
G 5 v'\c.>. '
i b^
~1
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
Sr-r-
TYPE OCCUPANCY
DATE ISSUED
eF.~
cr%ck~
~
m
w~
0
w(D
w:3
0
A p
~
tN0 N
W
W O
7
N
S
SU
G
N
Q
N
(D
7
3
N
(D
~
w
0
~
. N
ID
n
O
3
~
C-
0
Q
D
y a
~ a
J y
~
~ y
r
♦ •
0
~
C
O
~
Z
~
rq~
:4
(D
W 3
~
~
m
w cn
~
W ~
<
m
~
~ •
~
w
r
O
Z
~
cNi+ U!
~
v
rml.
~
•
~
Z
~
N
"
0
0
3
m
~
~
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77775
BUILDING INSPECTION LINE -(303-234-5933) Date : 9/28/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES
Property Address : 5314 NEWCOMBE ST
Contractor License No. : 21948
BUILDING DEPARTMENT USE ONLY
Company : Greater Western Fence 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 W heat Ridge or
covenants, easements or restrictions of record; lhat 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 Wheal Ridge Building
Code (U.B.C.) and a l l other applicable W h t Ridg ordinances, for work under this p/er~ d.
(OWN ER)(CONTRACTOR) SIGNED i ~ DATE b
Construction Value :
$1,107.00
Permit Fee :
$58.34
Plan Review Fee :
$0.00
Use Tax :
$1328
Total:
$71.62
Use :
Description : INSTALL 6' CEDAR TO BOTH W INGS & REAR PROP =111116017 I
Z4ning Cominyntb:l
Approval : TRC
Zoning : pRD
Suflding Comments: ,
Approval :
Publla Works Commentra,:
Approval :
Occupancy: Walls
OK
Phone : 466-1831
SIC : Sq. Ft. :
Please Note:
Owner / contractor is rosponsible fa IocaNng property
lines and wnsWcting improvcmrnts according to the
approved plan and required developmcnt standards.
The City is not responsible for inaccunte information
submitted within the pizn set and any construction
crtors resulting from inucunte information.
Roof : Stories : Residential Units :
Electrical License No :
Company:
Expiration Date :
Approval :
Plumbing License No :
Company :
Expiration Date :
Approval:
Mechanical License No :
Company :
Expiration Date :
Approval:
(1) This permit was issuetl in accordance with the provisions set foM1h in yopur application and is subjed to the laws of the State of Colorado and to the Zoning
Regulations and Building Code o( Wheat Ridge. Colorado or any olher applicable otUinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue dale or (B) the building authorized is suspendad or
abandoned for a period of 120 days.
(3) If this pertnit expires, a new permit may De acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
onginal plans and specifwtions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or aDandonment
exceeds one (1) year, full fees shall he paid for a new permit.
(4) No work of any manner shall be done that will change the naturel Flow of water causing a dreinage problem.
(5) Contraclor shall noti(y the Building Inspector N+enty-four (24) hours in advance for all inspeclions and shall receive wntten approval on inspection card before
proceetliing wit. syccessive Dhases of the job.
(6) The iss pe tbr the approval of drawings and spacifcations shall not be consVUed to be a permit for, nor an appmval of, any violation of the
p' io ing q es or d[her ordinance, law, rule or regulation.
t.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
CONMUMTY DEVELOPMENT DEPARTLIENT Building Pertnit Number. ~
BUILDINGWSPECTIONLINE-303-234&B33 Datr.
" Ci7Y OF YIMEAT RID6E
" 7500 WEST 2977i AVENUE
WHEAT RmGE, CO 80033 - (903-2352855)
Apnr_WATY]Iu
Propcrty owner. Me V„ a tto mt%.~>
rope nrnaa,~: ~ 3ky t~rc.u: co ;v,+~ S-F' t`eJ
r~,~: 3- !o~ - l 8 3 i
Contractor License No.:
t `
Company:
Phone:
3 ^ G.~ - ~a fc*
OWMEItICONTRACTOw swwA7uxe aF urmn7nrwuc umwcROMaff
Consuuction Value:$ l ~ O 7.
i ne.eoy oere~r u~ ms samacx uam,wes wa+~ br ~ v~ ~ as
acurae~.a~aaoooevw~~~.nnaso.~~e.sawamecaya
PermitFee:$
VVhaM Rdp °f OO1e"a"lk easormft « nmdrielons °f iBCOi°: VW OM Plan Review Fee:$
~sue~,m snowm, and allegations ffaee am amuram: n,m I hreva reaa Na
eorae m adae M dl m,au~ aM- on ws aPpYeauon and rW I s.a.n. tuo
Wheat r
i~-a~ and aN
~
k
~w
~m
~
~
te
W
Use Te~c:~
Total:$
erm
or w
w
u
er
is p
~rqe
QNt
caa
other
v~n
aa
r b ~
o„
7 JZ~
I~MEkXOOMMCfOfR9KNi'D
.
~
^
~
(oirneRNcowirmcr«e)vaan'EO ` I • ~k 0 `i k' Dn~
oescription: -'~c15vakk la ~ C.e tlliv'
, `QrG
\AJi^
q S ~Y 4"2tlr
sy
FL aaeea
O
.
BUQ.DING DEPARTl1fENIT USE ONLY
SIC: Sq.Ft:
ouINc Cowr~: OR~)~
Zonin9- PRD
~ L~' Vi I~
(l~ ~I~
Loe+cca.AEMS:
Approval:
- - - `
euc Worms CoMr.Wrrrs:
Apprwal:
WalIx
Roof: S[aies:
Residential Unils:
Eiedrical License No:
Company.
Plumbing License No:
Company:
Mechanical License No:
Company:
Expiration Date: Expiration Date: Expiration Date:
APProvai: ADProval: aPProval:
(1) Thispamd wasissuedinaocondanmwOhMePiuviskm aelfaM inya[aPWkAm aMiaauhjectathe18w8oftlheSteled
Colaado and tothe ZorynB Re9u[Wom and Bu9din8 Codas d Wheat IPodpa. Cala2do M enY oMm aPWfwbleadimnces of
the C4y.
(2) Tius Pertnit shal expira i(A) tlle wak auCqAzM is nol canrrenced within autlY (B0) tlaystran issue dele or (B) lhe bu701ng
autlid'ved is auspended or abantloned for a padod af 120 daya.
(a) irmiapanrgesxplms.enewaen+amaye.xqwredso.a t..orone-r4nae arnouKrionnaly,reauea,pmvideaooc!+er+0es
rear- ndwges navateen orasuoparofOn «anenaanmerReua.asana (1) fmr. Frlees alM oeaaid rorarewpsma.
(4) Mo walc d ary mmnerahsll De Oone Ort wlll Menpa tlia rmluef 1bw af watar wusinC a dnanape PraOkm•
(s) cono-aaar snex nWft ~BMft kmpecta twenty4our (Za) Iwum In aewnre rar au fncpectlons ana enaa recelue wrinen
approval on e+ePoclion emC befQe Procaeg^0 wXh euaeasNe Wheses dMe job.
(6) nw lasuenoe of a pemu or me approval or drawirg% and saocFEatiacm shau noe m conse„ed m he a pe'ma lor. nor ari
apqwal os, anr viamlim of ine rrovWms d me dulUne mtlas or any othar aUnace. law. nre «repumum.
Chief Building Olficial
ST'd 1,E28-059-E0E 9uzpab dbO:ZT b0 00 daS
. SEP. 3.2804 4:07PM
Tp.667---'P.5 '
P LO T P LA N FoR @)MELODY HOMES INC.
LoT BLoCK SKYUNE ESTATES, FILING 3
C1TY OF_WHEAT RfDGE. 5COUN4NTYEWOF JE
~ ON . STATE OF COLORADO.
37 COMBESEE
ADDRESS
10' U.E.
_ _ _ _ _ _ _
I~~I r---i
a. ' - - SETBACK I
t .s•
"L-- I ~
~ I°n 9 i ~ 1
I!~ I
~
m I
e°
I I e ~
~ W
N
I
~
3CM
GhRAGe
.s..
DIUVC WnY
n
I Q k I ' ~
p
S4. 10' J.E.
2067
PULL BSKT
m~ . 1e.s ~ I
~fW
-_1-----~ ~
LOTB ~
_ 7,$ s J
41:
NEWCOMBE STREET
ti
U
~
ti
INFO STAKF:
MODEL 2087 LH
E
~
V.
C
EL
AH
)
L0T µE~ S,F. 7.p2p
~
(
i
NW
9E ~ SF. ~ 2889.7
mn "r n~ aoa nor9~0r ~ac+nq~ or wnooW rtW. ra mc~
~wicN g[ tlP~c~Ww a41lab Puxc
B~IOCR MFJCHT- 36.Sx
'
f. or~ne`w'~ro~neNii ~~O°~~P w rtK smien+M Mc ro dF
19.9
AVO. DLDQ NEIOHT- 14.9
x/~~pa~~oi NN Nf CRWni~E wMm~ rNM NL rW+GICN M4)5
1. ~6 ~T R~N 1MM MI FlNK mn '{It.~Tb1
i!Ow WqR46
AVG. F.C: 41.7
~
WM~Ta~ n~je ~m
a
4
`/u•~~
lO
.N
~nq~ PuMa
PC" APPROYED FOR 9TAKI14C
~
~
• M M A l~~~NG
YTItIiY PEDEST
N'ATER 4ERN'fE
•i
- 2' 5fA6M RCONIRD
g
SANITARY SEMER SFRNCE FOW~
FRO
ToZrWALK
$1
wi
n'"`v`
.
N
M~Wf
+r E~tow urie
j~Fl~ Hro
rtu
r
QMELODY HOMES
m~rt~ ar oaau
oo
MINIMUM SETBACKS:
'
SCALE: 1"=20'
rro9f 881~eIAUracvn.
~
7-800-922-i987
0
FRONT:_ 20.0
sDE: 7.3'REAR: 10'
DAlE:05-
. 20-04
wrsramvstsn % eooso
0534-6700
REV.
PamY: (am) 46e-fB9f
STREET SDE:20.0
gY;_BMA
R,~C (309) fBB-LM!
m
MINIMUM
BETWEEN STRUCTURES:75'
JOB NO: SKY3
91'd 1,E28-059-E0E 9utpa,y
dSD:Zt 40 80 daS
i I
~
L
s
N
9
m
O
,
w::E
O
w S
N 7
w0
?o
~
w~
Gf =
' O
7
y
S
SU
N
Q
N
7
N
a
m
0
»
O
~
3
N
o
(D
K
O
~
C-
0
a
a
a
(D
N
e
0
♦ / ~ C
0 ~ Z
~ m =i
(D W 3
0 fn ivTI
(D <
W
~ N r
n
~
~ ~
Z N y ~
v
. m
-Z
C~ i
~ y
'v
o m
~
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17227
BUILDING INSPECTION LINE -(303-234-5933) Date : 6/15/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES INC
Property Address : 5314 NEWCOMBE ST
Contractor License No. : 21279
Phone : 466-1831
Company : Melody Homes Phone : 466-1831
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby cerlify 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 condilions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable W he~aQt~Rid9eQ ordinances, for work under this permit.
(OWNER)(CONTRACTOR)SIGNED~/Ta' DATE -(S_0
Construction Value :
$182,150.00
Permit Fee :
$1,896.19
Plan Review Fee :
$100.00
Use Tax :
$2,185.80
Total:
$4,181.99
I<J8. I
iSo t_
Description : 2087 C- W/ FULL BASEMENT, 3 CAR TANDEM GARAGE, 8X10 PATIO, FIREPLACE IN FAMILY
ROOM, AIR CONDITIONING - 3.5 TON r"'~.~1_1
Zoning Commeots;
Approval : TRC
Zoning : pRD
Building Co'mments:!
Approval: CR
Public WariCS Comme'nts:
Approval : DFB
Occupancy: Walls
Electrical License No : 21284
Company :Thunder Ridge Electric
Co.
Expiration Date : 2/28/2005
Approval : OKIKS
- .W: a --c -
BUILDINGDEPARTMENTUSE]a6MJ1~'d~o~tNCtinge p~osi~sa°caord~g~orm
~n anj rea~lrcJ de~~elo
T' ~'tt~isnot ~s ~ Pme;t
~
OK ;
tanda;ds.
.
< <i ...r~ ~ c ; .
y , . .
OK WI FOUNDATION REBAR CHANGES
OK. 6115/04. SEE ATTACHED SHEETS
Roof : Stories
Plumbing License No :19354
Company:Millwood Plumbing &
Heating
Expiration Date : 5/25/2005
Approval : OKIKS
Residential Units :
Mechanical License No : 17790
Company : Four Seasons Heating
Expiration Date : 5/30/2005
Approval : OKIKS
(1) This permit was issued in accorUance with the provisions set forth in yopur application and is subject to the laws oF the State of Colorado and to the Zoning
Regulations and Building Code of W heat Ridge, Cobrado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work aulhorized is not commenced within sixty (60) days from Issue date or (B) the building authorized is suspendetl or
abandoned for a period of 120 days.
(3) If this 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 ezceeded one (7) yeac If changes are matle 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 that will change the natural Flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wrilten approval on inspection card before
proceediing with successive phases of
(e) The issuance of ~ r lhe val of drawin d specifcalions shall not 6a consUUed lo be a permit for, nor an approval of, any violation of the
pmvislons oJ-Nfe g c o~ a y ot e, law, rule or re9ulalion.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
COMMUNITY DEVET,pPhiENT AEPARTMENT Building Permit I~~umber
s BUII,DING ]NSPECTION LINE - 303-234-5933
CITY bF W2TEAT RIDGE bate:
'7500 WEST 29T}I pVENUE
WHEAi RIDGE, CO 80033 - (303-235-285~
9~~~~TJ'ON
Aropeny Owner: MLOG~ A q~'ll!<~ : ~~t
Propccty Addtess:
Conaactor License To.:
Cottpany.
~ Phone:
~ phone:a)3-z4b6-t33i
O1tY•ERK011TRA<7pp SIGICATUME OF IiNDERSTAtiDt/NC A7:0 AGRLEMEKT
Ihcrcbycav(yNaitMSetSxkAiswKc5yrpposndLylhiSpcnnitapplicaUafmcaccuylc,
Consvuction Value:$ I b ~ 1>~
anddonotvidatcapplicabkadimnecs,ruksamgutauonsoftlxCif7rofWhwtRidgc(r
~m'~~anK
easements ar re
tri
tions Of
eta
d
th
1
ll
permitFee:$ I'
,
r
;
a
a
s
c
r
nteawremrn Is ihavn. md slkguiona
made ue accuesle; Unt I have+erd and a¢ra w wiae 6y an m„eirions wln~ a w;s
appiiation and tpai 1 usume fu0 rcspansi6iliry fm eonqliatMe with Nt What Ridgc
plan Review Fee:$
8uildipg Code (U.B.C) and all aher appi"rcabk WFrcat Ridge Ordimnte; f« wwic undn
USC T1X:$
lhis pertnit.
Total:$
IOMT'ERxCON7RACT0R):SIGNED DAT~
l0`a'NERMCON(RACfOAj:PRIMED DAiE
uEscRIrTion: o-? c- ~JI~ ,
la.~dL,,,~.-
~x c~ P~~.~ , ~v.z~lacQ Cn
Q;w- ec,1cQ~21,,A.1~
; s
iot,~
s
IqHIMp COMMlN73:
Approva(~y
6
Zoning: rfci
swLnINa Corrcrors: bJC,.
Approval:
BUILDII~'G DEPATtTMENT USE ONLY
c~~CF,w„d~-ceK R~b4i2
STC: Sq.Fc.:
ao.uc woMcs eorreW:: oK~ .Q--Adl
Approval:
Occupancy: Walls: Roof: Stories: Raidcnea] Uni[s:
Eixtrical Liccnse No: Plumbin License No: q 2/ 1
g Mechanicai License No: 1-7-7% O
C°mpxi"y'-fFu-(,VI(Q.+...P) c~ Company: rY1,1 Li,7(,tx.Q c°many.
r
Expiration Date: ~J Expuarion Date: Expuation Date:
Appmval: Appraval: APpricival=
lq
(2)
(l)
T6:s pvmu x~ issued'w aomNluKe rn6 Ae DroASift+m k.& is rr apdic+tie.+.d'u sa6jan 411K Nwc ofdw Sek a(Ca1mWO aM m die Zm:eg
Regop6wa and BwbiWt CoOU of WLeat Ridye.Cdotado ar mY dha.yp6nbk admances of ibe Ciy.
TTu pemw duh eapirc i(fN ik MUk+udwr¢W 's ea eamnm~ed eiYiie Sj.ry (60) daYS fmn+mue mte m(H) dK yuild'me mAynd is euspended a
•b.*daPM fara pe.:ad ef 130 dayF
If th;s pcrmu upires, a iww yami, roar Le uyuirtd fa a f« ef o&c-halfthc+nmm oternall> roquile0. pro.idN no ekaotes Wve becn m will Ge mad,
:u de origmW pYm led lpa+&+tiow rd aY **a1kc a a6wdauarnl qu oa t+u." one l11 Y@. IlcMn{a Mre bem « if auye•s:w w
~brdomm~u c.ceda ave (i) Yw. (W fea aH6 hepW far ~ a..w pvmh
I:o wMt d Wy manw auy h dwm 3M wal cWp im mwN flMof.Mn wutie(a Aaiule poLlem
cn..aew, se.n mMr uK adding I.apxn, tw.ou`tmr (24) sms a.ewme for.e:qyw4om aoa %62 ...ihr..M.m wwmy wi inspeCl:w. wa
6efare macaed'+ii wi& mcemi.a PYaes af 1Ye joD.
7M o(a perdu or i6e yVNhd 9(4m"n6s 0,1 yasiticanms dmtl w p[ mnVUeE b be a yertnjl TOr. ea m AVO" of, any vio6tim olAe
zsszs2z02: Xp j
Pld R 9NINNtlId
DEPARTMENT OF PUBLIC WORKS
REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION
Date: (o' 1 S -04
.30 i
Applicant: a"le~GAS4_ApetreS
Phone # "
(dv " I $A
Location of Construction: 5311! IvQVCO.na F
Purpose of Construction: 5..J6,4,G- F.r.N~ay P-~s~a~cE Building Permi
t Value:
Single Family X Commercia]
Multi-Family
DEVELOPMENT REVIEW FEES
Development ReNiew Processing Fee:
$100.00
$ ~•co
(for docmnent processing)
Singie Faznily Residence Review Fee:
$50.00
S 50 . 00
(for review of applicable technical documents)
CommerciaUMulli-Family ReNicw Fee:
•(for review of existing technical documents)
$100.00
$
.(for review of technicat documents for construction in
Rightof-Way, Final Drainage Repon, and Erosion Control Plan)
$500.00
$
CDOT Access Permit Fee:
$100.(b
$
(for docwnem application and processing)
Traffic Impaa Study Re»ew Fee:
00
$
(for documert review and processing)
Fiood Plain Variance Review Fee:
kfor documenl revicH' and proc:essing)
Class I Application:
$300.00 >
Class I Publicadon/Notice
N/A
Class D Application
S
$750.00
Ctass II Publiqtion/Notice
$90.00 S
TOTAL REVIEW FEES (due at time of building permit issuance): S /So . o0
PLEASE NOTE THAT IN ADDTI70N TO 77E ABOVE FEES, TkERE WII-L BE ADDTTIONAL LICENSING AND
PERMITTR`1G FEES REQUIRED FOR CONSTRUC770N OF I1vviPROVEMENTS WITHIN PUBLIC ItiGHT-0F-W AY.
Signature of Applicant 'Y ~U-n-P Date Ca - f S"0 ~
RcObVJ
04 W~r
DPPARTMENT OF PUBtIC WOAKS ~
BUILDlNG PERMlT APPtICA710N REVIEW
Date: 6 //5l0~1 c~LOR?,
Location:
Attention: Building Department
I have revicwed the anached matcriais submitted in application for approval of a SiNGe.E F.4,.~~~y ,2ES~D~,vcc
at the abovc referenced address Please note the summary comments bebw.
1. ✓ Boundary Closure: _ OK _ Na OK; refer to stipulations.
2. ✓ Drainagc:
a. Drainage plan and report neoded _
b. Drainage plan not noeded
c. Lot drainagdgading to be reviewed by Building Division ✓
d. Sitc drainagdgading provisiont have ban reviewed and are: (F°e o v41F~o7-D
✓ OK Na OK; refa to stipulations.
3. ✓ NPDFS Persnit Requircd: _ Yes ✓ No
4.
✓
Public Improvcmcnts:
a. strett paving needed: Yes
✓ No
b. curb and gunu needed: Yes
✓ No
c. sidewalk nceded: Yes
✓ No
d. sveet lights neoded: Yes
~ No
C. storm sewer naded: Yes
✓ No
f. letta of credit required: _ Yes
✓ No
If a letter of credit is requued, for what improvements?
i//4
Amount of )etter of credit: 44'
5.
✓
Subdivision Agrament requ'ved:
Yes
No
6.
Devdoproent Covenant requ'ved:
_ Yes
_ No
If Yes, for
7.
✓
TrafFic impact analysis and report roquired:
Yes
~ No
8.
_1/
Statt Hig6way Acccss Pertnit needed:
Yes
v- No
9.
✓
New roadwey oI alley R.O.W. dedication recommended:
_ Yes
✓ No
If yes, what is rscommended?
10.
✓
All tzisting dodicated rosdways/alleys mat the surdards
of tht Ciry:
✓ Yes
_ No
If no, which do nol and what is requested: ,a
//it
11. ✓ APPROVAL: T'he Public Wotks Department has reviewed this requat and hereby giva itc approval,
subject a the above and/a atuched stipulations.
~►----/-~1.~.+~..-.~-- !e //S~b
Signature David F. Brossman, P.L.S. Dme
12. '`l~t NO APPROVAL: The Public Works DepartvKnt hu rcviewed this requat and doer nd give its approval
for tbe reawns stated:
Signa+ure David F. Brossman, P.L.S. Dare
13. ✓ Sd auorts acuched: ✓ Yes No C~.e.t-Di.v~ c~TFic.r~r~o.✓ t-Err~ F,2o..~ i?
pW - RE;PuI,P- P,61o,e Td i55u~r.~c~ o'C'C-O.
14. ✓ Summary Commcnts: Mv dama¢e a Urc ezistine Public imorovements u a result of this coasauction is to
be ropairod w meu Citr sundards bv tAc Pumit Anolicant orior to the issuance of the Catificate of
Occupancy. A Draina¢e Certification Lena is reauired orior a the iumnce ot the Cenificate of Occuoancv.
C1y d \vtrst Rtlge
pepmtrnerrt d RubBc Wakc
DEPARTMENT OF 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 6
Dear Contractoz:
ADDRESS 53l41' /1J€~co~-rB~
In conjunction with the approval of the building pemut application for the above referenced address, this
letter is to inform you that all existing public improvements ]ocated along the frontage of said address
shall be restored, (if damaged from related construction) to an acceptable condition, as deternilned 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
deternune the existing condition(s) of the public improvements at this address.
If you have any questions, please contact me at 303-235-2864.
Sincerely,
A21-„X0A..."«~
David F. Brossman, P.L.S.
Development Review Engineer
Cc: File
Rev M03
PLOT PLAN FOR MELODY HOMES INC.
LOT $ , BLOCK SKYLINE ESTATES, FILING 3
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO.
ADORESS 5314 NEWCOMBE STREET
os•st
' 0'99 M„l Le00N oi•zp
)o
43'3 N00° 13 1 1 W 66
00
42•10
J E
.
N 10' U.E.
-
a
1
I
~ N
N
I
0
N
~ I I
0/^0
(1/
1 I
a. ' ~ SETBACK I
~
I 7 2
5'
26.3
.
N I O
I
~QI I '+L__ A10
I
-P
, 100
44.Q ~
I
~
(O
~
M 22.7'
N
I
C
~
I ~
I
I42.9
0')
I~
2~8~
tOJ'
I
F
I
'
I~
~
I
ULL BSMT
I
8
,5
~
~
O
I
~ I (61
^ TOG = 45.1 0~o
~
I
~
TOF = 45.8
'
I I
c
~
~ I w
i -
n 9.3
I
I
~
w ~
i.i
I
~
3 CAR al
I
~
GARAGE NI
i
in
I O
ae.,
17.0'
8~ ~ I
20.0'
~ PORCH
1
_
_
- o
I
51
4 12.0,
-
~
c
c
DRIVE WAY
'
I
12.5
a
LOT 8 I
~o
o I m
.
0 7,9 S
J
L6
~
o
~
~
o
~
t/
'
S
'
_
"
10
E.
<i.a
41.32
D 42.18 00° 13
1 W 6.00
NEWCOMBE STREET
GENERnI rvOiEc
1. THIS PLOT PLAN DOES NOi SHOW LOCATION OF WNDOW WElLS. FOR iHEIR
LOCATION SEE STRUCtt1RAL ENGINEERED PLANS.
2. DIMENSIONS SHOVM AROUND THE PERIMETER OF THE STRUCNRE ARE TO THE
E%iERIOR FOIINDATON CORNERS.
3. PRONDE AND MAINTAIN POSIPVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS
PER WARRANTY REOUIREMENTS.(O.SR MINIMUM SIOPE FOR CONCRETE PANS.)
4. THIS PLOT PLAN SHOWS PROPOSED IMPROVEAIENTS ONLY. FINAL CONSiRUCTION
MAY VARY.
i FOR pUES710N5 REGARDING THE FOUNDATION DURING E%CRVATION, FORM
SETTING, AND HOUSE CONSTRUCiION REFER TO THE ENCWEERED FOl1NDATION PLANS.
NFO STAK
MODEL 2087 LH
3 CAR
ELEV. C
LOT AREA (S.F.) =
7,920
HOUSE AREA (S.F.) =
2889.3
COVERAGE=
36.57
BLDG. HEIGHT=
19.9'
AVG. BLDG. HEIGHT=
14,9'
AVG. F.G.=
yz_-t
APPROVED FOR STAKING
0~
° HOUSE AT MINIMUM SETBACK
RING
E
0
~
LEGEND:
PEDESTALS
~
~
pUIREO
uR TICE R
a8
H
WATER SERVICE
-P
R
ROPERTY
w C)
° 2' STAGGER REQUIRED
(S) SANITARY SEWER SERVICE
BOW=6ACK OF WALK
0
LIGHT POLE
~
FOW=FRONT OF WALK
z ~
° 357 LOT COVERAGE FOR 2-STORY/ TRI-LVL
407 LOT COVERAGE FOR RANCHES
I)FIRE HYDRANT
rL=FLOW LINE
----"---SETBACK
EASEMENT
MINIMUM SETBACKS:
'
"
C
MELODY HOMES
CALL UTILITY NOTIfICATION
'
=20
SC,aLE: 1
INC.
CENTER OF COLORADO
FRONT: 20
0
11031 SHERIDAN BLVD.
922-1987
1'e$00-
P
i
.
SIDE: 7
5'REAR: 10'
DATE:OS-20-04
WESTMINSTER C0. 80020
c
OAJ34-V7OO
DEN[
.
-
REV:
PHONE: (303f 466-1837
~•"a`~a~+.~
STREET SIDE:20.0'
BY: BMA
FAX.~ (303) 466-2368
NA~~~~~
MINIMUM
BETWEEN STRUCTURES:15'
JOB N0: SKY3
Ap Jhc,~NT To
o?E2J SPP(C-
Submittal requirements:
Copy of Deed 1?r
Residential Worksheet (SF/Dualea)
Site Plan ([o scale) I?r
Res~SSCd
31'
Elevations 11
Address: 5314+ Ne-wwmbe zOM • c.Ct)
Zoning: FM
Use: {
2ES Property in
the flood plain? Nl 0
Lot Size: 1910
sq. ft.
Lot Width: Ws
ft.
Maacimum Lot Coverage: 4o %
Pmposed Improvements: 45
xouse: 304+' - sq. ft.
Addition to House: sQ• ft•
'Shed: sq. ft.
Detached Gazage: sq. ft.
Proposed Lot Coverage: (Total) 3$ . 44- %
31b sq. ft.
Existing Improvement(s):
House: sq. ft.
Shed: sq.ft.
Detached Garage:
Other: sq. ft.
3044 •41 sy. ft.
sq. ft.
Required Setbacks: FR ZO S .1y S 1• S R 1C)_
S p,
'
Provided Setbacks: FR 31 S$' S V. 4 R 24 2
Maxunum Height: 3S ft•
Proposed Height: h2tk~ ft.
Maximum Size: 169 s9. ft.
Proposed Size: 3C`0;4 " ~ s9. ft.
For aie and two-family dwellings, the first 25' of driveway area from the ocisting edge of pavement into the site
shall be surfaced with cbn<aete, asphalt, brick pavers a similar mataials.
For all uses other than me and two femily dwellings, no vehicle aitrances or eacits may be closer than 25' to any
property line, except whai used as joint access for two or mae lou.
]n residartial zane districts, cuab cuts shall be at least 10 feet and not more than 24 fed in width.
One and two-family dwellings may have horseshce driveways, provided that the street acccsses are at least 30 fed
apart, measured from the intaia edges.
For all uses, one access point per propeAy is permitted.
'Metal sheds in exceas of 120 s.f not allowed.
Laadscaoine Notes
For one-and two-family dwellings, one tree for every 70 fcet of strcet frartage is required
1000/o of the front yard and 25% of the entire 1ot must be landscaped pxior to issuance of C.O.
Sveet trces required: Street trees provided:
nnation
rInfo
.ToBuild On
E~Ineering • Consufling • Testlng
Melody Homes, Inc. Mazch 1, 2004
11031 Sheridan Boulevard
Westminster, Colorado 80020 Job No. 532-35120
Subject: Summary Report of the Geotechnical Evaluation £or 5314 Newcombe Street, Lot 8,
Block 2, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado
References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1
through 12, Block 1; I,ots 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 March 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
Dear Melody Homes, Inc.,
Professional Service Industries, Ina (PSI) has completed a geotechnical evaluation for a portion of
the subject subdivision that includes the subject lot. This ]etter summarizes the data gathered and
our recommendations contained in the referenced report for the subject residence. This suminary 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 expioration consisted of drilling one boring neaz the anticipated center of the subject residence.
The boring was advanced to a total depth of 22 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 ]ot generally consisted of 22 feet of
overburden soils consisting of fill and gravelly sand.
Bedrock was not encountered below the existing grade at the time of drilling.
Groundwater was not encountered below the grade existing at the boring location when checked at
and/or subsequent to the time of drilling.
EXPANSIVE SOILS/BEDROCK
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.
Protessional Service Industries. Inc. • 4765 Independence Stree[ • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 8, Block 2
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 D-
Footing Pads aze considered the most appropriate foundation system fot the single family residence
proposed on this lot. A grade beam and footing 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 determinarion 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 living areas in the
proposed residence. Structurally supported floors aze also recommended in basement azeas where
the slab performance risk is categorized as high to very high.
Slab-on-grade construcrion 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 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.
Slab performance risk associated with the soi]s and/or bedrock materials anticipated to influence the
basement floar system on this lot have been judged to be in the moderate risk category. As a result,
a slab-on-Qrade 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 "normai" 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 aze 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 are usually incorporated into the construction of a
typical residence. In areas where expansive soils are present, non-basement slabs aze 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
available construction technology considered to be within practical, cost effective limits are not
Melody Homes, Inc. Job No. 532-35120
Skyline Estates, Filing No. 3 March 1, 2004
Lot 8, Block 2 Page 3 of 5
available to preclude movement of these slab-on-grade elements.
Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal 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 siab-on-grade construction. These details will not
reduce the amount of slab movement, but aze 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 small inctease 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 largely controlled by proper and responsible homeowner maintenance and irrigation
practices.
l. Slabs should be separated from all exterior walls, column posts, interior bearing members and
utiliry lines to allow independent vertical movement of the slab (i.e., construct a"floating"
slab). Plumbing and utili6es 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 connecrions between the plenum and the air ducts or piping.
3. A minimum 3-inch void space is recommended above, or below partitions that aze p]aced on
the slab. In finished areas, all furring strips, dr}nvall 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 construction details for
partitions, doorways and stairwells aze presented in Exhibit B. NOTE: Movement of slabs
supported on expansive .roils/bedrock could erceed the partition void space recommended
above. These void spaces are not intended to anticipate total potenlial 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 superstruchue.
The Owner should seek the assistance of a professiona] geotechnical engineer when
considering patio and /or porch improvements.
5. Isolation of gazage door tracks and door jambs from the gazage 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 gravity discharge is
utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed
as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a
Melody Homes, Inc. Job No. 532-35120
Skyline Estates, Filing No. 3 Mazch 1, 2004
Lot 8, Block 2 Page 4 of 5
pump should be installed by the homeowner to remove the water. The pump should discharge into
exisring 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 ulfimately 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 beneafh slabs.
CRAWL SPACE AREAS
A ground cover moishue barrier and adequate ventilation is recommended in all crawl space azeas
to help control humidity in the crawi 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 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 probiems with
the structure.
1. The backfill should have a positive slope away from the founda6on walls on all sides. The
grade can be reduced somewhat if pavements or slabs will cover backfill azeas. The minimum
decline away from ttie 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 posirive
slopes mentioned above. The addition of rock, bark, ar mulch in low areas to establish positive
slopes is not acceptabie.
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 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 wall.
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 shucture or slabs-on-gade 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 8, Block 2
Job No. 532-35120
March 1, 2004
Page 5 of 5
4. Installation of decorarive landscaped azeas such as gravel, bark, wood mulch, etc. is advocated
as an alternative to planring next to foundations and exterior slabs. These areas should be
underlain with polyethylene or geotextile fabric. 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 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 foundafion 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 wa11s. Where pracricable, main sprinkler lines, zone
control boxes, and drains should be conshucted at least 10 feet from the foundation walls.
Lawn irrigation 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 suimnarized 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 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 smmnary 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.
c--~
Ryan Lepro
Staff Engineer
Attachments:
Exhibit A- Slab Performance Risk Evaluation
Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells
Exhibit C- Recommended L,andscaping Details
EXHIBIT A
SLAB PERFORMANCE RISK EVALUATION
T'he soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell
upon an increase in moishue content. These expansive materials occur at or near the ground surface
throughout most of the Denver metropolitan azea. There are risks associated with construcrion 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 particulaz
application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur,
and if movement does occur, whether the potential movement will result in unacceptable slab
performance.
What constitutes unacceptable slab performance is subjective, and includes consideration of the
amount of total siab movement, differential 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
details of the slab construction as well as the behavior of the soil and /or bedrock material that
underlie the slab.
Behavior of the soil and/or bedrock materials below a slab is a fixnction of numerous factors
including geologic structure, the local and regional soil and bedrock profile and it's 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 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 fixture slab-on-grade performance invoives consideration of al] the above factors.
Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and
requires considerable experience and judgnent 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 are 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 Ind¢stries, Inc. Page 1 of 3 March l, 2004
In an effort to provide some unifomvty in terminology and provide a relative correlarion 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 docuxnent titled "Guideline for Slab Performance Risk Evaluation and Residential
Basement Floor System Recommendarions". 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)
Representarive*
Percent Swell
(1000 sf Surchar e
L,ow
0 to<3
0 to<2
Modente
3 to < g
2 to < 4
Hi
5 to<8
4to<6
Ve Hi h
>g
> 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 characteristics of the soils and bedrock within the anticipated
zone of moisture content increase (often refened to as the depth of wetting) below foundation
excavation depths when considering all of the above factors. A current design assumprion 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 potentia] wetting depths based upon geotogic conditions and the site
specific soil profile.
Movement of foundations and concrete flat work constructed in areas 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
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 well as inability to survey the condition of existing occupied homes.
]3owever, the results of studies that have been performed recentiy in the Denver metro azea have
validated this observation. Criteria used in the study to evaluate slab performance included a
maximuxn crack height of'/4 inch, a maacimum crack width of'/< inch, and a maximum 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. Inc. Paee 2 of 3 March 1, 2004
Basement Floor Slab Performance
~
~
60 -
~
50
~
x
W
U
40
~
~
30
y
3
=
2
0
°
x
a
10
o
y
0
=
Low Moderate High Very High
Slab Performance Risk Category
Structurally supported floors, also known as structural floors, are generally considered the most
effective way to reduce the likelihood of basement floor movement due to soil heave. There are
other design issues associated 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 aze 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 fee] 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 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 swe]ling 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 sucb as driveways, patios, garage floors, etc. cannot be
precluded using readily available construction technology within practical, cost effective limits.
Pirofessional Service Industries, Inc. Paee 3 of 3 March t. 2004
Spike as required
Partition
v
for stability
I ~
~
Molding, nail
at bottom onl;
Void Space
Drilled hole
Concrete
slab
Wood 2 x 4,
-I I I=1 I I I=1
I I-
nail to slab
N~ Information
VOID SPACE
DETAIL FOR
L/'"'~~
.ToBuildOn
PARTITIONS
ON SLABS
Eiglneeriig.co„sumn,•Tesdng
EXHIBIT
B
Brick or
siding
5' Minimum
Frame
Wall
Rock or bark area with downspout
extended beyond edging
S°d
f~
~
I~!! 1
• •
i
-
~ ~.-I I I ~
Foundation
11=' '
Wall
Perforated edging or
equivalent to allow
release of rreter Prom
rock or bark area
Maintain minimum
alope
of lOX away from
foundetion
Minimum 6 Mil
Polyethylene or Geotextile
Fabric sloped away from
foundetion under edging
to top of gress
fts Infomia~tion
la%dr
RECOMMENDED
LANDSCAPING
-
~
PROCEDURES
ToBuildOn
L/'~~
Englneerfng • co„surUng • Tesling
EXHIBIT
C
NOTES:
V 1 49 - a
TYPICAL PORCH. PATIO & STOOP CONSTRUCTION: 1. FOUNDATION WALLS TO BE 8 TURN DOWN SLAB EDGE 12" BELOW FINISH 2. PROVIDE A VOID SPACE ABO GRADE BY 8" WIDE. REINF. W/1-#5 CONT. GROUND. DRYWALL OR PANE TOP & BOTTOM. SUPPORT EDGE ON 8~~ OR MOVEMENT AT TOP OR BOTT 10"~ PIERS DRILLED MIN. 3'-0" DEEP & 3. WRAP STEEL PIPE COLUMNS TO SOLID BEARING (OR CONCRETE HAUNCH L6. FELT WHERE THEY PRSS
WHERE SHOWN). PROVIDE #4 DOWELS C~ 24
FROM WALLS TO SLAB. SLOPE SAAB AWAY 4. GROUT BEAM POCKETS SOLID FROM BUILDING. 5. PROVIDE REINFORCING AROU ON DETAIL 2.
-j e
}
VARIES PER PORCH 8" 6X6 WELDED HARE VARIES PER PORCH
SHOP PRIMED 4" CONCRETE SLAB FABRIC. 4" CONCRETE SLAB
W8X13 ON GROUND. BREAKOUT STEEL SHOP PRIMED ON GROUND. W8X13 t
0
' T- ~W ~ - - ~4
TOP AND BOT. ~ ~ ~ CONT. REINF. c BLOCK~UT
~ TOP OF HAUNCH TO ~ - HAUNCH FOR TOP OF HAUNCH TO i
BE 8" BELOW TOP T BEAM. BE FLUSH WITH TOP OF WALL. tO 2-#4 X 5'-0" OF WALL.
TURN SLAB EDGE ° GOWN TO HAUNCH BRACE WALLS
AS REQUIRED. BEFORE BACKFILLING. i'
0
i~ 1 h s
z 2-~y4 (SIZE VARIES
- PER PORCH) - _ 1
2-#4 (SIZE VARIES PER PORCH) tO
ANGLE EXPANSION JOINT.
SEE SECTION 1 } 1 7
FOR DETAILS. u~
POLYETHYLENE ~ ( ~ POLYETHYLEN
- SEE SECTION 1 j 1
VOID BEYOND, SEE SEE FOR DETAILS. VOID BEYOND, SEE - PLAN FOR LOCAl10N. pLAN BEAR ON UNDISTURBED PLAN FOR LOCATION.
f LJ 1
S~ CTZ O N 9 S°".3ia~~ _ ~~-o~~ SECTION s ~•i' -
HAUNCH AT END OF PORCH. HAUNCH AT MIDDLE OF PORC ~Y t 3
_ _ i F-
i _
- _ I
2x6 PLATE W/MIN. 8~ 4-~~ ~ INDI f 1 s
2-1 /2"0 ANCHOR ~ ~ 5" MIN. d~ O - op ~LO Rnl TS Tn ALJTTRESS. t i O ~
4(~ 00 ~ to O ' ' !Q t' l17. I if Q FTG. ~ W/3-#5 EA. WAY BOT.
~ ~ ~ ~ TOP AND BOT. UNLESS NQTEa. a ~ ti `t ~ i' ~ _ - -
CONT. REINF. ~ ~~i w l_ w ~ ° z ~
1 1/2" CLEAR 3'-10"R C E M E N T ~ - 16" FTG-TYPICAL ALA UND ~n ° UNLESS NOTED ~ X N ~ x
2-#4 X ~ ~ ~I AS SHOWN. gU~T7REgg T M FOR BEAM. ~'-g" 0 3, J L.
(1 EACH FACE) ~ U ~
2-#4 X I `O SEE SECTION 1 ON SHEET S-2 I ~ p I 1 I i X ~
FOR VERTICAL AND HORIZONTAL ~ ~ ~ WALL REINFORCING, IF REQUIRED. ~p o ~ 20" X 10" THICK
A ^ I 1` ~l ~
#4 X J N DOWELS O 8" O.C. ~ 10" A~TERNATE DIRECTION
L J o
OF LEG IN FOOTING. I ~ STEP TOP OF BEAM AT COLUMN FDN. 4'-0" .
1 1/2" CLEAR ~ CONCRETE T 2_#4 X N ~ N AS SHONM. SLAB. 1 i_ ~ i OT ONE PIECE. a ,1
4~-4" S (1 EACH FACE) J t L PL 1/4 X 5 1/2 STEP BOT. OF
PLATE EACH SIDE FDN. 4'-0"t B W/2 ROWS 3/4"0 0 ~ ~ - - ~
-i V
SEE SEC110N 1 =,III= ~ FOR DETAILS.
1 _ f
S E C T I O N 11 3ia~~ _ ~~-o~~ _
BUTTRESS CONSTRUCTION .y, , T~a® e
~ ~ vA 1. SEE ARCH. PLANS FO 2. SEE PLAN AT RIGHT F
t, r -f
_E ~
3. SEE SHEET S-2 FOR __r_ ~
i
z. 1 i
t~_
[lam
ti-t
~j~r -
j
i. t . I
f t•~ • -
,t.
a F.
r
i_
@ 24" O.C. MAX. SEE ARCHS. ~ BOLTS 17 i • _ i Y.M IV v a W. H`sk b R te'{ Jr-%W- ' Vw F 0 A, tDATE ® a
,FOOTING 1~?
1. SEE ARCH. PLANS FOR DETAILS.
2. SEE SHEET S-2 FOR SECTIONS, DET
a
1
2X PLATE ON TOP OF BEAM.
DOUBLE 2X --1 PLATE. ~ i
SEE DETAIL AT RIGHT FOR PLATE ~ t
AND BEAM POCKET PLACEMENT ST EEL BEAM SEE
8» WITH DOUBLE PLATE. FOUNDATION PLAI~J. PLAC E TOP OF T S EEL BEAM
2-#4 TOP & BOT. ~NALL. ~ » FLU SN WITH TOP 4 _ ~
CONTINUOUS.
BEA -11~ nOUBLE PLATE A i s
i
~Q.~~ BEAM POCKET CONST BRACE WALLS BEFORE
BACKFILLING.
~A ~w
`b
i
" `~D~ ` S E PL N
o ~ ~ ~ 1
j ANGLE EXPANSION JOINT. e~~,~
~ ~YV. 4" CONC. SLAB ON UNDISTURBED ' a c
SOfL OR COMPACTED FILL. i
m z SCORE JOINTS IN SLAB AT - MAX. 200 t SQ. FT. AREAS. ~0 ~ ~ ~ aµQ,~i ~ I I ~ ' ~ 1
W S(«b w~i~ ~z~ ~ pJ w l~ I
~p.3 Qom' ~ 1-_
G' I ~
~l _~..1f~/ o Z ~ _ } i
7 { i i F.
PROVIDE #4 X 1~-6" DOWELS ~ ~ ~ 2'-0" O.C. MAX. (MIN. 2 ~ - 4" VOID B OND, SEE DOWELS PER PAD) POLY. g r~
PLAN FO LOCA ION. SEE L' 1
PLAN BEAR ON UNDISTURBED PLA ` SOIL OR STRUCTURAL FILL. { • ~
C 1~.°
:r. _ y
~P'P i J
S~CTTON ~ 1/2" = 1'-O" S~CTTON REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER t l
"s
DRAIN SYSTEM, IF REQUIRED. t i S '1
5
r w J
~ '
i i
2-#4 TOP & BOT. . , KUW h~tlNl g,. P_
CONTINUOUS. N _t° ~
EMBED 2X8 OR 2X10 CONTINUOUS BEAM - - LEDGER W/2 ROWS OF 20d FORMING I~~ FLOOR -BEAM POC T ICE
~ - ~ ~_I ~ I ~/2„ NAILS ~ 12" O.C. (1TOP & 1 BOT.) STEEL PIP E COLUMN SEE PLAN. -FLOOR FRA I i i ~t M NG NOT SHOWN.
PROVIDE BA SE PLATE ! 2 X 4 X6 BEAR BAS E PLATE DI ~ ~ RECTLY ON BEAM. 2- 4 FU ~L Hi
N SIMPSON U210 HANGER PLYWO 3/4" T & G SUBFLOOR I7# 'Vla1/1~"tt1 [+i Intl nnn 1 1_ lts OF FDIC. WAI_ l ~ BEND -fi C l~
T. TAP 01" WI ND(
n I Q C: Cf`R~'tRfC n c i~. ~ - _ mss= = _ _ - , - _ ~
tom` T ~
i J
~ N re -
N 2X10 FLOOR JOIST, FLUSH
SEE PLAN
- GRADE GRADE AT AIR SPACE of
°o ~ , oo ~ , r--
t
POLY. SEE SEE SECTION 1
u. 1
4" VOID BEYOND, SEE FOR DETAILS. POLY. SEE SEE SE PLAN PLAN FOR LOCATION. BEAR ON UNDISTURBED 4" VOID BEYOND, SEE PLAN BEAR SOIL OR STRUCTURAL FILL. PLAN FOR LOCATION. SOIL O SECTION 6 ~~2~~ . ~~-o~~ SECTION 7 ~~2~~ i
r.a~.
~s . 1
1
BEAM TO Vr'ALL CONNECTION t
't
L 1 i
r ~f t -
GARAGE OR CR TOP ROW OF REINFORCING. r- . .
I
r
f
MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT 'J _ - 1
2'-6" MIN. WALL. ° _
T
STOOP SLAB. FDN. -i J
WALL J
I l f i_ 1 • - I c.
BOTTOM ROW 0 REINF. EXTEND
BASEMENT WAL 0 n
i
`V HAUNCH ~f
+s_...._._. ~
INDICATES PLACEMENT OF VOID ' *i t ` '
MATERIAL UNDER GRADE BEAM. SEAL VOID WITN POLYETHYLEN 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. o
~ - c ~ , . i. s..... O
1
~6•.
(1 EACH FACE)
i i n i i r. i r i i r~ r- -r- n fi. T Y T 0 I ~ L f
U I N rl L) E: I P\ i L 1/211 11-011 AT BOTTOM 1\1.. 11V1 VI \11VV ~ 5tt PLAN L INTO WALL. 5• VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. .DI 1CC I IV V.
'M STEP BETWEEN GARAGE OR 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVA TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION.
ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPACI XCAVATION
NFORCING DETAIL 1/411 . 11_011 S 2
-YESES ARE COMMON STEPS.
OF 2
I