HomeMy WebLinkAbout5339 Newcombe Street)/7
-, lveavm�e- �-. Z,4�
INSPECTION ONLINE FORM: -d/. --
INSPECTION REQUEST LINE:
Cancellations must be submitted via the online form before 8 a.m. the day of the inspecl.i.,
Inspections will not be performed unless this card is posted on the project site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business dav_**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date
Inspector Comments
Initials
Pier
Sewer Service
Concrete Encased Ground (CEG)
Plumbing
Foundation / P.E. Letter
vu rvvt rUllf l.Of7CfBT1101 rr1nr ii n unnrnuaii t jr i nn nnn•m iim�_t:...,�.
Underground/Slab Inspections
Date Inspector Comments
Initials
Electrical
Wall Sheathing
Sewer Service
Plumbing
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Rough Inspections Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof/
Lath / Wall Tie
Rough Electric'
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw/ Nail
Final Inspections Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
""`J" Y-*"*'-- "�"`��' �u —su \i IQ l IUUV.lIII IJF/CGUVI IJ diu IMI ipiu eu buil Lne r- ire ulstnct ana electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
A i CITY OF WHEAT RIDGE
_:�9�Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: c-/ a 9 - i, n a )
Job Address: �7_3"IS n A)e w c on, 4< S 4_
Permit Number: '3 0 a
t feI1LL /J7 h Re -a P-9 d
%
❑ No one available for inspection: Time 'd - + a OPM
Re -Inspection required: Yes I o
When corrections have been made, call for re -inspection at 303-234-5933
Date: 10 /as li Inspector: 'ice
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: (-10,7- (r-- , "I o, i
Job Address: S- 3 3 cl Le w r n m %. S i -
Permit Number: -,?- Q i 7 e 5-9 G n
�► n °+ i n� e. P c .�--.� CI
LJ'No one available for inspection: Time �=) - AM PM
Re -Inspection required: �s. No
When corrections have been made, call for re -inspection at 303-234-
Date:- a a /l -,> Inspector: T6
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
_:�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: �� /Z ���� vn 4-L; C
Permit Number: 7
❑ No one available for inspection: Time - / &/PM
Re -Inspection required: Yes �No
When corrections have been made, call for re -inspection at 303-234-5933
L
Date: U . `1 Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Roofing PERMIT - 201705960
PERMIT NO: 201705960 ISSUED: 08/11/2017
JOB ADDRESS: 5339 Newcombe ST EXPIRES: 08/11/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm IR asphalt
shingles with 35 sq.
*** CONTACTS ***
OWNER (303)433-8299 CALE SCOTT AND SHELLEY
SUB (303)646-9300 Dan Elliott 022311 Assured Roofina Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,000.00
FEES
Total Valuation 0.00
Use Tax 231.00
Permit Fee 220.15
** TOTAL ** 451.15
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may be called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required
to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield
is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturer installation instructions,
whichever is more stringent. In order to pass a final inspection of elastomeric or similar
type roof coverings, a letter of inspection and approval from the manufacturer technical
representative stating that "the application of the roof at (project address) has been
applied in accordance with the installation instruction for (roof material brand name)
roof covering" is required to be on site at the time of final inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
! . City of Wheat Ridge
®ff Residential Roofing PERMIT - 201705960
1'
PERMIT NO: 201705960 ISSUED: 08/11/2017
JOB ADDRESS: 5339 Newcombe ST EXPIRES: 08/11/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm IR asphalt
shingles with 35 sq.
I, by my signatu , do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable 6 m codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the le owner of the prope a m authorized to obtain this permit and perform the work described and approved in conjunction with
this pe I fort r attest that - ay�ally authori d to include all entities named within this document as parties to the work to be
perfo �d th all work t g�4ed is osed in this document angor its' accompanying approved plans and specifications.
Signature i!€ --'OWNER op, -'CONTRACTOR (circle one) Date
1. This permit was issued -a the-if1€er:tQt* n provided in thepermit application and accompanying Flans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of 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.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any
inspection.
Signature of Chief Building Official Date ''�-
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING USINESS DAY.
Dan Schultz
2�(los 1
From: no-reply@ci.wheatridge.co.us
Sent: Monday, August 7, 2017 3:24 PM
To: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: Danny
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
�L
5339 Newcombe St
Scott & Shelley Cale
303-433-8299
Contact@assuredroofing.com
4 lz� f , I C!�-
-V
d
Do you have a signed
Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
Attached Copy of
Cale.pdf
Contract
CONTRACTOR INFORMATION
Contractor Business
Assured Roofing
Name
V_
Contractor's License
022311
Number (for the City of
Wheat Ridge)
Contractor Phone
303-646-9300
Number
Contractor Email Address
Contact@assuredroofing.com
Retype Contractor Email
Contact@assuredroofing.com
Address
DESCRIPTION OF WORK
Are you re -decking the
No
roof?
Description of Roofing
Owens Corning Duration Storm IR
Material
Select Type of Material:
Asphalt
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
35 `
material selected above?
Does any portion of the
No V1,
property include a flat
roof?
If yes, how many squares
Field not completed.
on the flat roof?
TOTAL SQUARES
35 5/12 pitch
(pitched + flat) of all
roofing material for this
project
Provide additional detail Re -roof home 5/12 pitch
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract11,000
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant Dan Elliott
Email not displaying correctly? View it in Vour browser.
3
18121 E, Hampden Ave, C-112
Aurora, CO 80013
(0) 303-646-9300 (F) 303-646-0034
Web; WWW Assuredrgofincicom
Email: Contact(o�AssuredRoofing com
� I IN Le y l CG I
Homeowner's Name; _ Home Phone: c�'`_`7 c�� IZ5 vhf
Address: �'Vi �� r�'l C' Cell Phone: „ )6-S
Email & Fax: (lnrvt `y Insurance:y
Decking Sheets:___ Torch Down:_ /tr'� ,, Ice & Water Cp
ow
Roof Style: S J0% Shingle Color:;- crnA 'ow, Base Sheet: 4ue,,L)_jr�S��1�� T
_ i—W la•4rV r{ V\CJfJ
Tear Off: yd evvalley Type: N"` .� _1� 4 Aie(Pitch:
Ridge Type: ✓i Roof Stack/Size:._ ,ULA -L G.,r, Drip Edge:, C ue; ,
Vent /Size:RV-{ Gutters:Csv e Gutter Color:_
Insurance replacement and repair; Assured Roofing Inc. agrees to work with homeowners insurance company for the replacements
and repair for all trades ( roof, gutters, siding, paint, windows etc..) deemed damaged per insurance loss. Assred Roofing Inc will do
work on homeowners company's estimate of the replacements cost value (RCV), and homeowners deductable stated on the insurance
loss statement. Homeowner agrees to give a copy of their insurance loss statement and authorizes to have Assured Roofing Inc work
with homeowners insurance company. Homeowner agrees to have Assured Roofing Inc. to do the work their insurance pays for.
Homeowner agrees to pay Assured Roofing Inc. total cost of replacements or repairs (RCV) as deemed by homeowneCs insurance
company, plus deductable, insurance paid supplements,overhead and profit, and any damaged decking not covered by insurance
company.
Insurance replacement cost value homeowners initials1t.
Assured Roofing Inc. hereby purpose to furnish labor and materials completed in accordance with contract provisions and specifications
for the sum total of; ____ When accepted, this becomes a contract subject to all terms, condidtions and
exclusions, and can be withdrawn from the company if not signed within (30) days of receipt.
Buyers right to cancel: If for any reason authorizing party decides to terminate contract, they may do so within three (3) business days
from the date the agreement is signed. Notice to cancel must be in writing and postmarked no later then the (3'd) business day from
the date of the contracts execution.
I/Owner have read both sides of this contract and do understand all terms, conditions and exclusions within the
contract, and agress thal all details of this contract are satisfactory. I further understand and agree that this contract
represents the entire agreement between I/Owner and Assured Roofing Inc and agree that any changes or alterations
to this contract must be in wri ' anfully exe to by both parties. ,
Accepted by I/Owner: r� Sales Representive:
Date:
♦ 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: g_ 1
Job Address: I
Permit Number:
a
:
❑ No one available for inspection: Time AM /PM
Re- Inspection required: Yes No
"When corrections have been made, calf for re- inspection at 303 - 234 -5933
Date: Inspector:
DO NOT REMOVE HIS NOTICE
♦ 16 Ai i CITY OF WHEAT RIDGE
r Building Inspection Division
1 (303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 235 -2857 Fax
INSPECTION NOTICE
Inspection Type: U CS < o e- e) _,
Job Address:
Permit Number: eo C, I [�
❑ 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 - / — o9 inspector:
DO NOT REMOVE THIS NOTICE
" ' City of Wheat Ridge
r4000or- Residential Roofing PERMIT - 091986
PERMIT NO: 091986. ISSUED: -09/03/2009
JOB ADDRESS:. 5339: NEWCOMBE ST EXPIRES: 03/02/2010
DESCRIPTION: Remove and replace 40.33 sqs.-.of asphalt shingles
CONTACTS:***'
3c 303/64G-9300 Dan Elliott : 09-0301 Assured Roofing Inc
PARCEL INFO
ZONE CODE: UA USE: UA
SUBDIVISION: 0049 -.BLOCK/LOT#: 0/
**FEE SUMMARY ESTIMATED., PROJECT :VALUATION: 11,708..32
FEES
Permit Fee 272.10
Total Valuation .00 )
Use Tax 210.75
TOTAL 482.85w~
Conditions:
S.`nail installation mid-roof inspection required. Board sheathing spaced more
than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and
water shield required from eave edge to 21 inside exterior walls.
Subject to field inspection.
I hereby certify. that the setback distances proposed by this permit application are accurate, and do not violate. applicable
ordinances,. rules or regulations: of the City of Wheat Ridge or covenants,. easements or restrictions of record;. that all
measurements. shown, and allegations made are :accurate;: that I have read and agree to .abide . by all. conditions. printed on this
application and that Iassume full responsibility for. compliance with the Wheat Ridge Building Code.(I.B.C) and all other
applic le Wheat. Ridge Ordinances, for work under this permit. Plans subject to field inspection.
J to ~1 1
signature of contractor/owner date
This permit was issued in accordance with the provisions set forth in your application and is subject to the `laws of the
State of Colorado and to the Zoning Regulations and Building. Codes of Wheat. Ridge; Colorado or any other applicable
ordinances of the city. -
This permit , shall, expire 180 days from the issue date. Requests for an extension must be received prior to expiration
date.. An extension may.. be granted at the. discretion of the Building Official.
If this permit expires, .'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 specifications and any suspension or abandonment has not
exceeded one (1) year. If changes. have been or if suspension or abandonment exceeds one (1) year,. :full `fees shall
be paid for a new permit.
No. work of any manner shall be done that will change the natural flow of water causinga drainage problem.
Contractor shall notify the Building Inspector twenty-four (24).. hours in advance for. all inspections and shall receive
written approval on inspection card before proceeding with successive phases: of the :job.
The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an :approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or f regulation.
All plan review is subject t field inspections.
z 114V
ignature of Chief 'BUi ficial 'date
ST RM LINE: (303)234-5933 'BUILDING OFFICE: (303)235-2855
[EQUESTS MUST BE MADE BY 3PMANY<BUSINESS .>DAY FOR. INSPECTION THE FOLLOWING BUSINESS DAY.
oFw~ea City of Wheat Ridge Building Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-235-2857
Inspection Line: 303-234-5933
bCC7RP0
Building Permit Application
Property Address 7 3 -:s q A/. p t) o ~ Ar-
Property Owner (please print):
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Date: /
Plan
Permit M,
Phone: ~j'~y 33" oc~ 7
Contractor: f<a d
Contractor License M Phone: 64 o - q - v
Sub Contractors:
Electrical City License Plumbing City License Mechanical City License
Company: Company Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (description): Construction Value: $
Description of work: d~ (as calculated per the Building Valuation Data sheet)
~ p Plan Review (due at time of submittao: $
Sq. Ft./L.Ft added: ` Squares BTU's Gallons Amps
OWNERICONTRACTORSIGNATURE 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 I.
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: (9~~W~~N~ER) (CONTRACTOR) or PERSONAL REPRESEN (OWNER) (CONTRATOR)
/ '
PRINT NAME YJUd.X~restn~,g SIGNATURE: lv'.,~~ ?A/dO
RESIDENTIAL SITE CERTIFICATION
DATE: ~-/L 5-G4
ADDRESS: 5339 4Ewfannar 5T.
LOT: 9 BLOCK: 3
SUSDivIS1oN: '5KxuLjE E~TATe5 3
y~ The relative elevadons 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.
a The lot grading does not conform to the approved grading and erosion control plan The attached revised ref
grading and erosion conirol plan reflects the existing grading at this site is functionally adequate for this lot
and the overall subdivision.
seal
lr~
Sincerely,
„
MPRUVE
P~-`'pS
~90 66.
- -
MENT SURVEI'
AND
DRAINAGE CEf~TIFICATE
'13'11 "W
>
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~z
a~
~ PS~3
~g00
LOT
io' u E. ~ gLOCK93 10' uE. ~ q9~n
- ~-.--~N ~
~ M T ~ I
~ N
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X ~ > >I
N, I I L 1 1b p~1~
I o
7PAnO
26.3' o w ~ ~ I ~4 22.7'
o < w q'
~ E~ vro
w~ z~~
~ Qw
QQO o~ i i ~ol
a N~ 2 STORY o OC!
,g O I
FRAME <o cp N
5339 1
8.5' NEWCOMBE STREET 8.5' 1^ I
,7 o ~41, ~
cow... . M 20.0'
-~i ~ . PORCH' ~ ~ o
. i ~
120' . . .
I x~4 UV . I
N
10 U.E. 10 U.E. ~ .
66. 00' 50073'i f"E
. c ~ c ~O :a.' . . , . . . . . i . ~ ~ <U l'.
NEWCOMBE STREET
PLAT
SCALE: 1~~ = 20'
JOB N0: 3161
DRAWN BY: PEB
DATE DRAWN:08-20-04
REVISED ISP: i`25~
REVISED ISP:
REGRADE:
i ~Q~Nn
• =FOUNO #5 REBAR
WITH PLASTIC CAP
O =FOUND NAIL & DISK
1~=PROPERTY LINE
BOW=BACK OF WALK
I[=FLOW LINE
O =PEDESTAL
~ =SERVICE .
=LIGHT POLE
PROPOSED TGB= .
AS-BUILT TGB= 49.0
I
o ,~-o
R
BOW
L
BEARINGS ARE BASED ON THE WEST LINE OF LOT 9, BLOCK 3,OF THE RECORDED PLAT SKYLINE ESTATES FILING NO 3
BEARING 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 ]~Ei_ DAY OF AUGUST ,2QQ' , OF THE PROPERTY DESCRIBED
/+s: LOT 9, BLOCK 3, FLOOD INFORMATION:
SKYLWE ESTATES FILING NO. 3, THIS PROPERTY LIES WITHIN ZONE C. DESIGNATED AS
CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL
COUNTY OF JEFFERSON, EMERG ~~K ~NT AGENCY FLOOD INSURANCE
RAT I 5'aPANEL N0. 085079-0005 C,
STATE OF COLORADO RF~~~!4,oiAo9~'f; YLWE ESTATES FLG. NO 3.)
AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEME~J 1GHTS-OF-WAY IN
EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PL~' SHOWN.
BY:
DATE:
RECERTIFIEO""f~YZ~K DATE: iHIS SURVEY DOES NOT ADDRESS EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAi NOTED HEREON. NO TITLE COh1YITMENT WAS PROVIDED TO THE SURVEYOR.
NOTICE: ACCORDING 10 COLORADO LAW YOU MUST COIAIAENCE ANY IECAL ACiION BASEO UPON ANY DEFELT IN iH15 $URVEY MTMIN TMREE YfMS AfiER Y011 fIRSi DISCOKREp WGt
DEFECT.iN NO EvErvT MqY ANY nCTiOrv BASED UPON ArvY DEFECTIN THIS SURVEY 9E COMMENCEO MORE THAN TEN YEARS GROM THE DATE OF THE CERSIFiCAPON SHONNHEREON.
~ Carroll ~ Lange °
PmfessionaiEngineers & Lana Surveyo~s
165 Sou~h Unlon Blvtl., Suile 15fi
L'd kewootl. Caloratlo 80228
(303) 980-02U0
M IDqTON. 1XE 14QW. PROIELlIdLS pl
YOIIR IIE9GOIfE MUNOED BY 1pI1
MMDER RL fbT Cd~Q SIIIUCIURAL
DMN6E CN19(D A5 A II[f1LT Of
dIAMGES WCE M 11E M911ED
MtMM4E YRAOES. TI~IVORF. IT 6
raR ~x m wwr,w nc
dM[$ ~5 9ET BY THE BIXIDER ANp AS
CERIKIED BT THE SURSF'/OR
BY
CD
r-~
RESIDENTIAL SITE CERTIFICATION
DATI
ADDI
LOT:
SUBDIVISION: SKyLrKAE r--s-rtaTES 3
1'he relative elevations at the referenced address were measured at the lot sides and comers, top of
foundation and other locations as needed. The sides, elevations and drainage patterns as measured aze 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 contrQl plan reflec[s the existing grading at this site is functionally adequate for this lot
and the overall subdivision.
seal
,
Sincerely,
IMPROVEMENT SURVEY P,LAT
AND SCALE: 1° = 20'
orl'N Carroll ~ Lange= DRAINAGE CERTIFICATE ~oe No: 3161
Prolesslonal En~ineers i4 LanJ Surveyors PEB
ics sww w11o~ nroa, suIio i,e ORAWN BY:
Lakewmd, Coloratlo 80228
(aus) 9e0 -0200 DATE DRAWN: 08-20-04
REVISED ISP: g•25T-X
REVISED ISP:
REGRADE:
LE(-Z END
cri • =FOUNO p5 REBAR
WITH PLASTIC CAP
oF~ w O=FOUND NAIL k DISH
a ~ p=PROPERTY LINE
U3 BOW=BACK OF WqLK
~90 66.00' N00'13'11"W [=FLOW LINE
- - - - - - 0 =PEDESTAL
. 10' U. E ~T LOT 9 10' U. E. q9* C?=SGHTICPOIE
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NEWCOMBE STREET ' a""""
BEARINGS ARE BASED ON THE WEST LINE OF LOT 9, BLOCK 3,OF THE RECOROED PLAT SKYLINE ESTATES FILING NO 3
BEARING 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 12ItL DAY OF AUGUST ,2004_ , OF THE PROPERTY DESCRIBED
/+S: LOT 9, BLOCK 3. FLOOD INFORMATION:
SKYLINE ESTATES FILING N0. 3, THis PROPeRrr uES wirHw zoNe C, DESIGNATED AS
CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL
EMERGENCY MANAGEMENT AGENCY FL00D WSURANCE
COUNTY OF JEFFERSON, RATE MAR, COMMUNITY PANEL N0. 0850 7 9-0005 C.
STATE OF COLORADO REVIS;4!V1[IBIfNJ~9g. (SKYLINE ESTATES FLG. NO 3.)
AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEM ►'F~~ CEA. i ('i R RIGHTS-OP-WAY IN
EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE P ~}l~ I~ iLY SHOWN.
aq.
BY:
DATE19-~^
• :s F` ` i~~
R E C E R i1641~y~ Y; ' A TE:
THIS SURVEY DOES NOT ADDRESS EASEMENiS OiHER iHAN THOSE SHOWN ON iHE RECORDED PLAi NOTED HEfS ~1 Ni WAS PROVIDED i0 THE SURVEYOR.
NOTICE: ACCIXt01NG Tp COLORADO LAW TOII MUST COMMENCE PNT IFWL AQION BASEU UPON ANT DEFfCi IN MIS SUR~Y~NIMMI E KARS AF1EP YW RPSi OISCOOEREO StICH
~EfECi. IN NO EVENi MAT ANY ACTION BASED UPON ANY DEfECT IN TMIS SURVE7 BE CpAMENCED MORE iMAN TfN KARS fRON TIf 0.1TE OF THE CERTiFiCa➢ON SHOVM HEREON.
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Date: s I icoI(A-
A Certificate of Occupancy or Completion has been requested for:
AunaIEss: C5332n NCLJca-n~~f•
puRVOSC or snn,cn,ur o fT,
Buiiding Department
Remarks:
Zoning
Remarks:
Public Works Approval: ~~4,27Q 9~I`
Remarks:
Fire Marshall Approval:
(If Applicable)
Remarks:
Sanitation Distriet Approval:
(If Applicable)
Rsmarks:
Water District
(If Applicable)
Remarks:
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE (303) 234-5933
INSPECTION RECORD
JOBADDRESS _
BUILDING PERMIT N0.
OWNER P&L
CONTRACTOR
1~yf
DATE ISSUED _ 10 I I'S
TYPE OCCUPANCY
~
SETBACKS FROM PROPERTY LINES: NORTH
SOUTH
EAST
WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION DATE
INSPECT R
Foundations l ~,y ~ ✓ G
' ~ ~'C
Footings
Caissons
Reinforcin or Monolithic C~ 1(1-
QU
Weatherproofing
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work)
Work)
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
Rough Electrical
7 Zy
Rough Plumbing
-AITIOW -7_115100
Air Test Gas Piping
ZC-4 - 0
Rough Heating & Ventilation
Zc.~- 0 e.i
Framing
Insulation
2q~CiU
I11wk-~ ~
DrywallNailing
Roofing
Retrigeration
Electrical Underground
Final
Electrical
Plumbing
_ o
Heating & Ventilation Pk
Frame
R.O.W. & Drainage
! G ti
Fire Department
Parking & Landscaping
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
~c~I;~
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77608
BUILDING INSPECTION LINE -(303-234-5933) Date : 8/25/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES
Property Address: 5339 NEWCOMBE ST
Contractor License No. : 21948
Phone : 466-1831
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 accurate, and
do not violate applicable ordinances, rules or regulalions of the City of W heal Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and a9ree to abide by all condilions printed on this
application, and lhat I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable W heat Ridge ordinances, for work under this pe it.
(OWN ER)(CONTRACTOR) SIGNED \ \ ` u IDATE~
c
Description : INSTALL 1X4X6' CEDAR TO BOTH WINGS
Construction Value : $350.00
Permit Fee : $30.55
Plan Review Fee : $0.00
Use Tax : $4.20
Total: $34.75
Use:
uig- U
Zoning' Comment`s:':
Approval : TRC
Zoning : pRD
auilding;Gommeiits;
Approval :
Public Works,Camrments:
Approval :
Occupancy: Walls
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
oK II owilier/"
&~C Ve P~~ d~re p0°y 6men~5 a~c3t~n~ pr
S~b ~ is Aot raspon 961eed develonier„ e~i;
e ed x'lthin the for p
1ir) =
rT°rs resWtinS fr m'~aCCUad ~ lo~rI t ~~Y' ~n~5'
Roof : Stories : Residential Units :
Electrical License No :
Company :
Plumbing License No :
Company :
Expiration Date :
Approval :
Company :
Expiration Date :
Approval :
Expiration Date :
Approval :
(1) This permit was issuad in accordance with the provisions set foAh in yopur application and is subject lo the laws of the State of Colorado and to ihe Zoning
Reguiations and Building Code of Whea[ Ridge, Cobrado or any olher appliwble ordinances of the Ciry.
(2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or wiil be made in the
original plans and specifcations and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) }rear, full fees shall be paid for a new permit.
(4) No work ot any manner shall be done ihat will change the naturai tlow otwater causing a drainage problem.
(5) Contrector shall notify the Building Inspector hventy-four (24) hours in advance for ail inspections and shall receive wriHen appmval on inspeclion card before
proceediing with successive phases
(6) The issuance of or th proval of drawin nd specifcations shall not be consirued to De a permit for, nor an approval of, any violation of the
provisions e ing s~y inance, law, mle or regulation.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
Mechanical License No :
RL; 23 04 12:0110 Reding
303-650-8234 p•7
COMMUNITV DEVELOPMENT DEPARTMENT Building Pertnit Num6er
d~~r BUILDINGINSPECTIONLINE-303,256-5933 Dam~
~ q, CRYOF WHEAT WDGE
" 7500 WE3T 29TN AVENUE
W HEAT RIDGE, CO 60033 -(303-2J5-2855)
APPLICATION
Ropi.-rty Owner ~ G 1 Qel`i Cf'r,)N1e~ 5
Propem• Address: 53.i ^ ,J f Phonc~ $'O3' 4L4? - 1
Contractor Lia.nse Na.:
Compnn}: Phom:
Qrd`Q 4v f 3" 3't{'("i"
l. l Z S1' Q TYl ~ C f~..
gpNpTURE OF UIDERSTANpNG MID AOREHJFNT
1 hereby csrtEy tliat Me sethedi Cistances propoSaC by Mb permit epplicedrn ara
acwrate, and do not violete applicade ordinaxes, rulas or repulations d the C'ty o1
WAeat Ritlge or wvenanb, easemenls ot rastric}iorce of rewrd; MW 011
measuremants sMMn. end apegationw made are xante: Ma[ I have raad anE
a9ree to abida by all conditiom poRed on tlus applicetion and Cat I essurne ful
responsibilily for complianca wriM tlre Wheat Ridge BuikMn9 Code (U.B.C) entl all
oMer applicabla V0,eat Rk1pa Ordimrices(, for work undar tliis partN[.
(aNr6i%GWInnCTOR1 9~~'C '~~_~OTE V~",
Description:
i
Sq. Ft, addetl
BUILDING DI
ONING GOMMEMS:
P.PPfOVaI: d(
Zoning: ~'p
BURDING COMMENTS:
f1ppfOV3l:
UBLIC WCRKS COMAIENTS:
Approval:
rr.ioancv' W211s: Roof:
Stones:
Electrical License No: Plumbing License No:
Company: Company: '
)nstrucnon Value:$ 3 Sp -
Permit Fee:$
Plan Review Fee:S
Uee Tax S
Total: $
h~~4,,
ONLY
W IF cc, E j ~l LEE l✓~
_ « _ _W=
Residential Units:
Mechanical License No:
Company:
Expiration Date: Expiration Date: Expiration Date:
Approvaf Approvaf ADProvak
CThis ok 4o mandtoMeZO~ngReg~uNtbmen Build'vgCcdesoiWhee RiOgePColondcorenYOtliare~irableordiren ` cesof
Ma Cily.
(2) This perrrd aMll ezpua if (A) Me work auNOraeO is rwt comrtienced within sotty (80) deys trom issue date or (B) Me buiWirg
authorizeC is swpenMBG or eDOMaied fcr e perioC of 12(1 days.
ttihisparmi[expiras,errewpsmitrtnyhaaWUirMforafaeofone-haNiheamouninomw%re0uind,DFo`/idedrrotllalge5
have Eeen or will be trede in ihe orginel ptans end specdiceUOm eM any wspension a abandonmeld has nol exceedad one
(1 )year. tt chamges have baen or if wspansion or aNMonmourR exoaetls one (1) yesr,lullfees slrell6e ped Tor a new pamtit
(4) No work ot any manmr sha4 be 0one tlmt r.iU chetga Me rretual Ilow oi watcr wusing a dtainaga poblem
(5) Conhactor shall rollly Me BuiWiny fmpacdir lweMy-four (24) haurs in advence far all inspectlons antl shall rewiva wAilten
approval on inspecLion csrd before Proceed'np Hilh successive Wiases W the jub.
(6) TMe issuenca ol e permit w the eDOraval o/ drawirgs anM spedfiwtlona shall not be oonsbueC W be a permit for, nor an
apprwal of, arry vblaEOn otthe provisions af tha bwld'ng wdes or any oNer aMinanca, lew. n+le or regulaUOn.
Chiei Building Official
qe-g 23 04 12:01p Reding
11UG.18.2004 1: 14PM
303-650-8234
fip.77a P.4
P LO T P LA N FOR MELODY HOMES,N,.
LOT 9. Bl.OCK 3 SKYLINE ESTAlES, FILING 3
CITY OF WHEAT RIDGE. COUNTY OF JEFF 5 N STATE OF COLORADO.
ADDRESS 5339 NEWCOMBE S REE ,
~
4•6 N00' 13 1 1 W 66.
, o•
rSEFBACK
LOT 9
7,920s
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XjEI✓GUMBF S! REFI INFO STRKE*
MODEL 2087 RH
3 CAR
ELEV. A
IAT AREA (AF, r 7,920
MOUSE ApEA ( FJ ~ 28B9.S
Me nor oa[s xm s~w ~nc.~ a ~ww. rcus rai mu
wZ
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r
COVERAGE- 76.5fi
9WF XEIQIT- 19.9•
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a P MOw MCWY rt ~OWC1d Yf TI[ i11YKtIXIt NC l0 x
rw~e~naeeMat
AV(.'. BIDG MEIdIT. 1~.9
AW.F.C.~ Ni.S
1
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aw man~YCIION
rwem1p~f par
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w py' y~
Fa auv ~ K OIMMO ~4M
mnic ~re ~e~iec~r` nren°e~."~a°1n M~m°iw.n.nni n.ra
'
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w s~nee ~~euoxn u~e~e
~
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• z' ST~OPE
SMIITI~RY SEWER SFRwCE BCW~B~dC OF W
FOW~FRONT OF W
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UW
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e
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~
QMEIADY HOMES
MINIMUM SETBACKS:
~
SCUE: 1•=20.
~
#ryl S„„P,,,•,,gl~. 1-800-922-1967
•534-6700n~ieSe
FRoNr: zo.o
SIDE: 7.5'REAR: 10'
OATE:04-19-04
REV:
Sr~sren Co. Bocso
MS
MSIDE;~
M
M
I
BY: BMA
PXOKi~~JWJ
~
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'
_
JOB NO: SKY3
-BETWEEN STRUC1l1RE5:15
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COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17284
BUILDING INSPECTION LINE -(303-234-5833) Date : 6/15/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner:
Property Address
Contractor License No.
MELODY HOMES INC
5339 NEWCOMBE ST
21279
Phone : 466-1831
Company : Melody Homes Phone : 466-1831
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify thal the setback distances proposed by this permit application are accurate, and
do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or
covenants, easements or restrictions of record; thal all measurements shown, and allegations
made are accurale; that I have read and agree to abide by all condiGons printed on this
applicalion, and that I assume full responsibility for compliance with the W heal Ridge Building
Code (U.B.C.) and all olher applicable Whe~t Ridg~ ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED 71"9 YJ;,&d&1ZL DATE '
Construction Value :
$182,150.00
Permit Fee :
$1,896.19
Plan Review Fee :
$100.00
Use Tax :
$2,185.80
Total:
$4,181.99
158-8i
. ~ rx,
Description : 2087 A- W/ 3 CAR TANDEM GARAGE, 8X10 PATIO, FULL BASEMENT, FIR CE IN FAMILY
ROOM, AIR CONDITIONING - 3.5 TON
BUILDING DEPARTMENT USE03iiii contractor is
t d~q tructi; ~'n ~sq: ~h .
Zoning Colmments: lines anapprove3p~n Approval : TRC OK Th: Cit} i5 n~t _ ;;'.,c,i
Zoning : PRD Etuiltlipg Ccmment'ss
Approval: CR
Public Works Gommenlsc;
Approval : DFB
Occupancy : R-3 Walls : 2X6
Electrical License No : 21284
Company :Thunder Ridge Electric
Co.
Expiration Date : 2/28/2005
Approval : OK/KS
NOTE: MASTER FOUNDATION PLANS HAVE TWO ENGINEER
STAMPS
OK. 6115104. SEE ATTECHED SHEETS
Roof : Stories
Plumbing License No :19354
Company :Millwood Plumbing &
Heating
Expiration Date : 5/25/2005
Approval : OK/KS
Residential Units : 1
Mechanical License No : 17790
Company : Four Seasons Heating
Expiration Date : 5/30/2005
Approval : OKIKS
(1) This permit was issued in accordance with the provisions set foAh in yopur application and is subjed to ihe laws of ihe State of Colorado and to the Zoning
Regulalions and Building Code of W heat Ridge, Coloratlo or any other apDlicable ordinances of the Ciry.
(2) This permit shall expire if (A) the work aNhorized is nol commenced within sixry (60) days from issue date or (B) the building authorized is suspendetl or
abandoned for a penod of 120 days.
(3) If this permit expires, a new permil 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 specificalions and any suspension or abandonment has not ezceeded one (7) year. If changes are made or if suspension or abandonment
exceeds one (1) year, fuil fees shall be paitl for a new permit.
(4) No work of any manner shall be done lhat will change the natural Flow of waler causing a drainage prohlem.
(5) Contrador shall notify the Building Inspector hventy-four (24) houre in advance for all inspections and shall receive wntten approval on inspection card betore
proceediingwit ccessrvg pha583'OftMajOb.
(6) The iss pa Yo➢r tuhe aplotdrawings and specifcations shail not be consWed to be a permit for, nor an approval of, any violation ot the
pro io e in es olher ordinance, law, mle or regulation.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page
COMMUNITY bEVEIApMENT DEPARTMENT
~ s BUII.DWG ]NSPECTION LINE - 303-230-5933
CITY OF WHEAT RIDGE
7500 VVEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-233-2855)
Aropeiry Owner.
Propcrty Address:
Gonpactor Liconse No.:
CottVany:
CuVt'JG~
Huilding Pemrit Number.
bato:
Phone : ~i?.
P2rone: "-C((Gf -t
01AY•EWCOtiTRAC7pp SIGKATUaE OF liND[RS7ANDNG A7MD AGAEFDICK7
i hcrc6y certity Nat t]x sctbxk aistanca Proposed by lhis pemvt applicaUon Are ueuntc,
and dollot vieLu appicabk mdimnces, mks wiegnf.rions ofdrcClry of W4eat Ridge vr
covenants, euemain a resaicdons orra«d: ftt III me~smen,rnn sIwwn..na.Ilegalfone
rNde are aceWralC, thai I haw md 9nd aqtt m ahide by sll conditiona yrinted m il.y
aypticuim md thaK ! usume futl mponsi8iliry far eomplianee with ihe Whqt Ridge
8uilding Code (U.9.0 and all aha appiicablt Whtat Ridg< Ordinairces, tar woNC undo
thiv pertnil.
IOWTEftxCON7RAMR), yGNED DATE
(OWNERMCOD7(pA(,7011): PRIMED DATE
DESCRIPT10N:,~,X7~'~;J
Consuuction Value:$%Y~
Permit Fee:$ ( ~`f b • ~ `
Plan Review Feec$
. LTSC Ta7C:$
Total:$
a . $ l
{''CL r~'~ r l y~;~ y~/ (-~.i✓' ~G'~c~c 72~VL-[ I~ 1
t J
HU1LbtA'G pEpACt7MF,NT USE ONLY
ZONINO COMMlNT! SfiC: Sq.Ft.:
Approval/~t~'/\f~
Zoning: y~ e~ ~ c7llc~
r ( ~ b
euuoINa CorrENra:
Approval: 7-p.00 ~ 1'✓KYG
.p
Pusui WDRKi COMMCMS; eK, ~p~
A oval:
Occupancy: 3 WaI1s: Root Stories: Raidaneal Uniu:
Elatrical T,icrnse NoZ(2g ~ Piwttbing License No: Mechaoical License No: 1-7-7ft)
C°mpa°qe~e'lC~~_ G(~~ Ca°4a°y, /'ir6~c.l~C'LY~ C°mpa°y
Expvation Date: Fxpiraaon Date: Expiration Date:
Approval: _ AVaioval: ADqroval•
n..
411 7'6:e pamk .w issued'a aamrdaKe w•iL6 OYe proW}Sma m b.N i, yaw apptinum..d'u slljx, m ihe Ywa MMc Seee afCalmado aM m As Zo.:.g
Rejaladom and BuilAiWt Codq nf WAut Aidle, Comado a uY dM1aappliabk ord'man;a alihe CSb.
12) 7D'upavik 369<apinif(A)dieMark.emw4Wheaeommiace7wilhie5iss](60) dBYSfiumiuuemlem48)ihr bw'Wio6swAaixedisfupeadeda
•Mndanad fara periad of 120 d.ya.
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# Ae ai~ul pYm aed fpenfxatiow wd YY saqeuuw a~baedausM Ma aa e+~caad~-0 one l11 Y~. I[C6wga MK 6em a ~(su~pennw w
•M.donmcnt aaa.m+aoe (l) fea., futl faes au! EepW W a new pmei~
(4) No Work of axy mamn ahaf be doae da w1 cWnp tlre uwral Mw-d.Na aMUin{ a Aauu{e pro6km.
(5) Caavamr sb.L m4fr tlw Bxidin8 lWecs ^Rpp`fau (N) hans:e Wnwe (a aB mpxtiqu ud A.9 *as:.z Wrixa wwo..t on Mpecfio. wrE
atcee woceeeine wc,n 2-fteu.. Plants wuK joc.
(6) 7M uwum<oh pu&i d 3e NppmvW afdnwioP ad sixrifindau A&tl w h mnsvued b be i pmnk Ta. ea m ppreyl af, ny riolaf.m of dm
ym~isiom ~e b iqing w nfode ~d:wieG LW, rvk a xp6rioe.
f4ulldinIIlnspect0[
LO' IZ:SI b00L 6T Jdd zsszsSz~~:XpJ 19d 8 9NINNtild
DEPARTMENT OF PUBLIC WORKS
REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION
Date: b" T"01-4
k'2lfXl
400V ~
C
`
Phone # ~LI.3 - q66-1[g3l
3
~
Applicant:
I (
Location of Construction: 5339
Purpose of Construction: s~+~`~ F•r.•-~~ad ~ES~D~~ Bu
ilding Permit Value:
Single Family X Commercial
Multi-Family
DEVELOPMENT REVIEW FEES
Deve]opmentReviewProcessingFee:
$100.00
$ /oo.co
(for document processing)
Single Family Residence Review Fce:
$50.00
E $O . 00
(for review of applipble technical documents)
CommerciallMulti-Family ReNiew Fee:
•(for review of exis[ing tecbnical da:uments)
$100.00
a
•(for review of technical docaments for construction in
Rightof-Way, Final Drainage Report, and Erosion Control Plan)
$500.00
8
CDOT Access Permit Fee:
5100.00
a
(for documem application and processing)
Traffic Impacl Study Reriew Fee:
$100.00
$
(for document review and processing)
F7ood Plain Vaziance Review Fee:
kfor document rcvicw and proc;cssing)
Class I Applicalion: $300.00
S
Class I Publication/Notice N/A
Class II Application $750.00
S
Class II Publication/Notice $90.00
S
TOTAL REVIEW FEES (due at time of building permit issuance):
$ /So . o0
PLEASE NOTE THAT IN ADD]TION TO 7'I-IE ABOVE FEES, TfERE WII-L BE ADDITIONAL LICENSING AND
pERMITTING FEES REQUIRED FOR CONSTRUCTION OF IIvIPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY.
Signature of Appiicsnt lu '"~~a" ~ Date (0 " 15 -U,A
Rc Od03
460
4 DEPARTME
NT OF PUBLIC WORKS , BUILDING PERMlT APPLICATION REVIEW Date: Location: .3339
Attea6on: Building Department
I havc reviewcd the anached materials submined in app3ication for approval of a S~N~~ F,qr.~y 2~~a~ucc
at the above referenced address Please rate the summary comments below.
1. ✓
Boundary Closure: _ OK
_ Not OK; re(a to stipulations.
2. ✓
Drainagc:
a. Drainage plan and report needed _
ti. Drainage plan notnxeded
c. Lot drainagdgading to be reviewed by Buildi
ng Division ✓
d. Sile drainagdgrading provisions have becn rcviewed and arr. 6Eae o vt-x~67-
✓ OK
Not OK; refa to supulations.
3. ✓
NPDES Permit Required: _ Yes
✓ No
4. ✓
Public Improvements:
a. street paving needed: Yes
✓ No
b. curb and guttu naded: Yes
✓ No
c. sidcwalk nooded: Yes
✓ No
d. svect lights nxded: Yes
y/ No
C. storm sewer needed: Yes
✓ No
f. letter of credit required: _ Yes
✓ No
If a letter ot credit is requued, for what improvements?
n/lA-
Amount of letter of credir. N/-+
5.
✓
Subdivision Agxment requ'ved:
Yes
No
6.
Development Covenant requued:
_ Yes
_ No
If Ya, for
7.
✓
Traffic impact analysis and report required:
Yes
No
8.
y
State Highway Accus Permit nxded:
Yes
No
9.
✓
New roadway a atley R.O.W. dedication rocommended:
_ Yes
✓ No
If yes, what is rxommadedl -
10. ✓
All ezisting dodicated roadways/alleys meet Ux standards of the City:
✓ Yes
_ No
]f no, which do not and what is requested~ AJI,4
11. ✓ APPROVAL: The Public Works Department has rcviewed this request and hereby gives its approval,
subjoct a the above and/or attached stipulations.
- n/....--.'~-4z~~.^ . ( 1/S~b~'
Signatu•e David F. Brossman, P.L.S. Dare
12. NO APPROVAL: The Public Wwks Departmcnt has revicwed this request and docs nd give its approval
for thc teasons sutcd:
Sigmture David F. Brossman, P.L.S. Dare
lsR.9-D~n1G- GE.~T~F~citT/Onl LETIE•e FROM F~ E.
13. ✓ Stipulations anached: ✓ Ya _ No P.61a,12 14. ✓ Summary Commcots: Anv dampee to the ezistine Public Imnrovemrnts as a resule of this conuructan is to
be tep,aired to mxl City standstds bv thc Pumit Awlicant prior w the isswnoe of tbe Certificate d
Occupancv A Dnina¢e Certification Lena is reuired orior lo the issuance of the Certificate of Occuoancv.
ay or wt*Fbda,
oepwWwn d vubsc wo"
DEPARTMENT OF PUBLIC WORKS
(303) 235-2861
7500 WEST 29' AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED ley
Dear Contractor:
ADDRESS 5339 I+JEZUc=o,~t~S Si.~v~,T
In conjunction with the approval of the building permit application for the above referenced address, this
letter is to inform you that all exisUng public improvements located along the frontage of said address
shail be restored, (if damaged from related construction) to an acceptable condiUOn, as determined by
City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy.
Prior to any consuvction commencing, the Ciry's representative will conduct an onsite inspection to
determine the existing condition(s) of the public improvements at this address.
If you have any questions, piease contact me at 303-235-2864.
Sincerely,
David F. Brossman, P.L.S.
Development Review Engineer
Cc: File
Rev 4103
AD3ACE-NT Tfl
~ SPA~
- • -Submittal requirements:
Copy of Deed K
Residential Worksheet (SF/Dualex)
Site Plan (to scale) [?!r
R«eu e_a Gzr.
z.z'
Elevations [E]
Address: 5339 IJtW GoM 2C1b-l •A
Zoning: F~Q
Use:
PEF4 Property in
the flood plain? ~Ab
Lot Size: 792o sq.
ft.
Lot Width: (106
ft.
Maximum Lot Coverage: 40 %
Proposed Improvements: 35
House: sq. ft.
Addition to House: sq. ft.
*Shed:
Detached Gazage:
sq. ft.
sq. ft.
Proposed Lot Coverage: (Total) 32- ' ~ %
31 tP sq. ft.
Existing Improvement(s):
House: sq. ft.
Shed: sq. ft.
Detached Gazage:
Other: sq. ft.
Z9.4' '35 sq. ft.
sq. ft.
Required Setbacks: FR V Zo S 5 S1•S R lo
S
'
Provided Setbacks: FR 2Z S g5 S9 ' ~ R 33 -2
Maximum Height: 35 ft.
Proposed Height: ft.
Maximum Size: 3VQ U sq. ft.
Proposed Size:
sq. ft.
Access Notes
For one and two-family dwel lings, the first 25' of driveway area from the existing edge of pavement into the site
shall be swfaced with concrete, asphalt, brick pavers or similar materials.
For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any
property line, except when used as joint access for two or more lots.
In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
One and two-family dwellings may have horseshce driveways, provided that the street accesses aze at least 30 feet
apart, measured from the interior edges.
For all uses, one access point per properfy is permitted.
*Metal sheds in excess of 120 s.f not allowed.
Landscaoine Notes
For one-and two-family dwellings, one tree for every 70 feet of street frontage is required.
100% of the front yard and 25°/a of the entire lot must be landscaped prior to issuance of C.O.
Street trees required: Street trees provided:
r0% ~ iInformation
.ToBuildOn
Englneering . Consufdng . Tbsdn9
Melody Homes, Inc. Mazch 1, 2004
11031 Sheridan Boulevazd
Wesuninster, Colorado 80020 Job No. 532-35120
Subject: Summary Report of the Geotechnical Evaluation for 5339 Newcombe Street, Lot 9,
Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado
References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1
through 12, Biock 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3,
Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532-
35120, Addendum 1, dated Mazch 1, 2004
2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by
Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication
43, Colorado Geological Survey, 1997
Dear Melody Homes, Inc.,
Professional Service Industries, Inc. (PSI) has completed a geotechnical evaluation for a portion of
the subject subdivision that includes the subject lot. This letter summarizes the data gathered and
our recommendations contained in the referenced report for the subject residence. This summary is
intended to provide information for the Homeowner and should not be used for construction or
foundation engineering purposes. The above referenced Geotechnicai Report (See Reference 1)
should be utilized for construction or foundation engineering purposes.
SITE EXPLORATION
Site exploration consisted of drilling one boring neaz the anticipated center of the subject residence.
The boring was advanced to a total depth of 24 feet below the existing ground surface. Samples of
the subsurface soils were collected in the field and returned to our laboratory for subsequent
analysis.
SUBSURFACE CONDITIONS
The soils encountered in the boring drilled on the subject lot generally consisted of 24 feet of
overburden soils consisting of fill and gravelly sand.
Bedrock was not encountered below the existing grade at the time of driiling.
Groundwater was not encountered below the grade existing at the boring location when checked at
and/or subsequent to the time of drilling.
EXPANSIVE SOILSBEDROCK
As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision
include expansive clays that will swell upon an increase in moisture content. Experience has shown
that some increase in moisture content of the expansive clays beneath the proposed residence and
surrounding improvements should be expected due to site development and associated landscape
irrigation.
Professional Service Indusiries, Inc. • 4765 Indepentlence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625
Melody Homes, Inc.
Skyline Estates, Filing No. 3
L,ot 9, Block 3
FOUNDATION RECOMMENDATIONS
Job No. 532-35120
Mazch I, 2004
Page 2 of 5
Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B-
Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system
for the single family residence proposed on this lot. A grade beam and narrow spread footing or
footing pad foundation system is utilized to concenttate 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 Fioors. Basement floors in the Front Range azea are commonly constructed as either
structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell
potential of the subsurface profile. The determination of whether or not a slab-on-grade floor
system is suitable for a particular site requires an assessment of whether siab 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 azeas 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 construction has been used successfully in the Front Range azea for basement floor
support on lots where the slab performance risk is categorized as low to moderate. There is risk of
slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as
discussed in 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 soils and/or bedrock materials anticipated to influence the
basement floor system on this lot have been judged to be in the low risk category. As a result, a
slab-on-erade basement floor system is deemed suitable for use on this lot.
Experience has shown that basement slab-on-gade performance has generally been satisfactory on
sites where the slab performance risk is judged to be low to moderate. In the Front Range area,
basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common
and is generally considered "normal" on sites in the low to moderate risk category. While such
movement and/or cracking may not be cosmetically desirable, they are generally not anticipated to
adversely affect performance of the basement slab or foundation provided that all recommendations
for slab-on-grade construction and homeowner maintenance described below are closely followed.
This discussion assumes the basement is non-habitable. In light of the preceding information, if the
homeowner elects to construct improvements in the basement, the improvements must at least be
constructed in accordance with the "Slab-on-Grade Construction Details" presented be]ow.
Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios aze
normally constructed as slabs-on-grade and are usually incorporated into the construction of a
typical residence. In azeas where expansive soils are present, non-basement slabs are likely to
undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in
areas of expansive soils is variable and unpredictable. At the present time solutions using readily
Melody Homes, Inc. Skyline Estates, Filing No. 3
Lot 9, Block 3
Job No. 532-35120
March 1, 2004
Page 3 of 5
available construction technology considered to be within practical, cost effective limits aze not
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 slab-on-grade construction. These details will not
reduce the amount of slab movement, but aze intended to reduce potenrial damage should heaving of
the supporting subgade take place. It should be noted that significant swelling of expansive soils can
occur, even with a small increase in moisture content, and some increase in moisture content is
inevitable as a result of development and associated landscaping. However, extreme moisture content
increases can be largely controlled by proper and responsible homeowner maintenance and irrigation
practices.
1. Slabs should be separated from all exterior walls, column posts, interior bearing members and
urility lines to allow independent vertical movement of the slab (i.e, construct a"floating"
slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is
recommended that flexible boots be used on all non-pressurized utility lines above the floor
slab.
2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with
minimum 3-inch flexible connections between the plenum and the air ducts or piping.
3. A m;n;mum 3-inch void space is recommended above, or below partitions that are placed on
the slab. In fuushed areas, all furring strips, drywall and paneling should stop at least 3 inches
from the top of the siab. 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 are presented in Eachibit B. NOTE: Movement of slabs
supported on expansive soils/bedrock could exceed the partition void space recommended
above. These void spaces are not intended to anticipate total potential slab moverrzent. They
are intended to prevent immediate damage to the superstructure and serve as an indicator of
s[ab 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 supersiructure.
The Owner should seek the assistance of a professional geotechnical engineer when
considering patio and /or porch improvements.
5. Isolation of garage door tracks and door jambs from the garage slab should be maintained by
the homeowner throughout the life of the structure.
DRAIN SYSTEM
An individual perimeter foundation drain system has been recommended around all basements and
below grade habitable floar 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
Melody Homes, Inc.
Skyline Estates, Filing No. 3.
L,ot 9, Block 3
Job No. 532-35120
March 1, 2004
Page 4 of 5
as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a
pump should be installed by the homeowner to remove the water. The pump should discharge into
existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The
homeowner should periodically check the sump pit to verify that the pump is operating properly,
and accwnulated water is being removed. The purpose of the perimeter foundation drain system is
to help remove water that may accumulate azound the foundation, and ultimately keep water out of
below grade areas. The foundation drain is not intended to prevent an increase in the moisture
content of the soils or prevent moist conditions in crawl space areas or beneath slabs.
CRAWL SPACE AREAS
A ground cover moisture barrier and adequate ventilation is recommended in all crawl space azeas
to help control humidity in the crawl space and living azeas 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 materia] 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 problems with
the structure.
L The backfill should have a positive slope away from the foundation walls on all sides. The
grade can be reduced somewhat if pavements or slabs will cover backfill areas. The minimum
decline away from the house shouid 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 azeas should be filled and compacted with a fine-gained soil to establish the positive
slopes mentioned above. The addition of rock, bark, or mulch in low azeas to establish positive
slopes is not acceptable.
2. Downspouts should discharge into splash blocks that extend beyond the limits of the
foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should
be sloped away from the foundation walls. The use of long downspout extensions instead of
splash blocks is recommended. Downspout extensions should not be buried in such a manner
that the outlet is obstructed in any way. If downspout extensions 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 structure or slabs-on-grade is increased. It is advisable to plant only
vegetation tbai requues very little imgation or only natural precipitation for survival next to or
neaz the foundation or exterior slabs.
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 9, Block 3
Job No.532-35120
March I, 2004
Page 5 of 5
4. Installation of decorative landscaped azeas such as gravel, bark, wood mulch, etc. is advocated
as an alternative to planting next to foundations and exterior slabs. These azeas should be
underlain with polyethylene or geotextile fabria To reduce water infiltrarion, the slopes
recommended above must be maintained. The edge of decorative areas should be consiructed
above the adjacent lawn or ground surface, and should not impede drainage with grass stops.
Refer to Exhibit C for a recommended typical decorarive installation.
5. Sprinkler system water lines should not be instalied next to foundarion walls. If a sprinkler
system is installed, the sprinkler heads should be placed so that the spray from the heads dces
not fall within five feet of the foundation walls. Where practicable, main sprinkler lines, zone
control boxes, and drains should be constructed at least 10 feet from the foundation walls.
Lawn imgation should be limited to only the amount necessary to maintain normal growth.
Excessive watering must be avoided.
6. Swales and drainage routes established during site development and final grading on the
subject lot must not be aitered and must be mainCained by the homeowner.
CONSTRUCTION OBSERVATION
The recommendations that aze summarized herein were made prior to start of construction of the
subject residence. It is possible that subsurface conditions may be encountered at the time of
construction that are different from those anticipated at the time of this writing. If significantly
different subsurface conditions aze encountered at the time of construction, the type of foundarion
and/or basement floor system to be constructed may change. If foundation or floor system
recommendations change, the Builder should notify you of the change.
SUMMARY
This letter is only a summary of our findings and recommendations for the subject lot, and is
intended for the potential customer who is considering purchase of the home from the Builder.
Should the home be sold in the future, the seller should pass this letter on to any subsequent
pwchasers.
PROFESSIONAL SERVICE INDUSTRIES, INC.
o y~ o ~
49 ;cr_:
%9~•. ~`2"Oy ~c
Ryan Lepro
Staff Engineer
~d G. Hupt
Sef~p~3jgp~i~§r~
Attachments:
Exhibit A- Slab Performance Risk Evaluation
Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells
Exhibit C- Recommended Landscaping Details
EXHIBIT A
SLAB PERFORMANCE RISK EVALUATION
T'tte soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell
upon an increase in moisture content. These expansive materials occur at or neaz the ground surface
throughout most of the Denver metropolitan azea. There are risks associated with construcrion on,
and living in areas of expansive soils that cannot be completely eliminated by either engineering or
construcdon techniques. While the risk of damage cannot be eliminated, the home building
industry has developed effective methods to mitigate damage.
The determination 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 wiil 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 slab movement, differential slab inovement, and cracking that occurs as a resuit 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 function of numerous factors
inctuding geologic structure, the local and regional soil and bedrock profile and iYs variability,
material types below the slab, engineering properties of materials below the slab, existing stress
state, density and moisture content of materials below the slab, swell and/or suction potential of the
soil and bedrock material below the slab and nearby, depth and magnitude of fizture 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 azea, surface topography, previous and future grading, surface and
subsurface drainage, site landscaping, irrigation and vegetation.
Assessment of future slab-on-grade performance involves consideration of all the above factors.
Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and
requires considetable experience and judgment on the part of the geotechnical engineer. Such an
assessment is refened to as a"slab performance risk evaluation" (SPRE). Slab performance risk
evaluation is an engineering judgnent 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 tesring 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
sweil testing performed on a given lot or subdivision alone aze only an indicator of how an
expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on-
gtade performance. Unfortunately a large percentage of people tend to focus solely on the results of
laboratory testing when evaluating the risk of expansive soils in their home buying decisions.
Professional Service Indush-ies, Inc. Paoe 1 of 3 March 1. 1_004
In an effort to provide some unifornuty in terminology and provide a relative correlafion of slab
performance risk to the results of swell tests (i.e. measured swell), the Colorado Associarion 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 aze
reproduced below:
TABLE II
RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND
CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES
Slab Performance
Risk Cate o
Representative*
Percent Swell
(500 sf Surchar e)
Representative*
Percent Swell
1000 sf Surchaz e)
Low
0 to<3
0 to<2
Moderate
3 to < 5
2 to < 4
Hi
5to<8
4to<6
Ve Hi h
>8
>6
*NOTE: The representative percent swell values presented in the above table are not necessarily
measured values; rather, they aze 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 referred to as the depth of wetting) below foundation
excavation depths when considering all of the above factors. A current design assumption for the
zone of material subject to an increase in moisture content below basement slabs-on-grade is
approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The
engineer should evaluate potential wetting depths based upon geologic conditions and the site
specific soil profile.
Movement of foundations and concrete flat work constructed in azeas with expansive soils will
occur over time regazdless of the performance risk category judged to be representative of a given
site or azea. However, the anticipated severity and frequency of damage has generally been
observed to increase with increasing slab performance risk category. Few detailed studies
correlating perceived slab performance risk with actual performance data have been performed to
date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair
and maintenance records as well as inability to survey the condition of existing occupied homes.
However, the results of studies that have been performed recently in the Denver metro azea have
validated this observation. Criteria used in the study to evaluate slab performance included a
maximum crack height of'/< inch, a maacimum crack width of'/o inch, and a malcimum differenrial
elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the
tluee criteria is shown below:
Professional Service lndustries. inc. Paee 2 of 3 March 7. 2004
Basement Floor Slab Performance
lm
= 60
~ R
50
'X ~ 40
W
~ p 30
20
3
= 1
Q 0
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 structutal 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 oprion and in many cases are not the best option. Based upon the combined
experience of iYs members, CAGE advocates the use of structurally supported basement floors on
sites where the slab performance risk is categorized as high or very high. Some homebuilders
subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on
sites where the slab-on-grade performance category is judged by their geotechnical consultant to be
low or moderate. In the case where the homebuilder does not provide the buyer with an option to
select the type of basement floor to be constructed, and/or, the buyer does not feel comfortable with,
or understand the floor recommendations and associated risk as explained herein, PSI recommends
that the homebuyer retain the services of a qualified geotechnical engineer experienced with
residential construction in the Denver metro azea to assist in reviewing the available geotechnical
information and associated recommendations.
PSI also recommends use of structurally supported basement floors for lots where the slab
performance risk is judged to be high or very high. On low and moderate swell potential sites,
differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal
movement can be exceeded.
In construction of residenfial structures, the risks associated with swelling soils and bedrock can be
mitigated, but not eliminated, by carefixl 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 yeazs. Homeowners must accept that slab-on-grade
construction and, in some instances, foundations may be affected by swelling soils. At the present
time, heaving of concrete flat work such as driveways, patios, garage floors, etc. cannot be
precluded using readily availab1e construction technology within practical, cost effective limits.
Professional Service industiies. hic. Pa2e 3 of 3 March l, 2004
Spike as required
~ Partition
t
for stability
I
~
~
Molding, nail
at bottom onl~
void Space
Drilled hole
Concrete
slab
Wood 2 x 4,
i-i i i-i i
-~~J-i I 1i,~~-~~~-
nail to slab
h~~ Information
VOID SPACE
DETAIL FOR
~I~"'~
ToBuildOn
PARTITIONS
ON SLABS
Engineerirg.con5un;n9•TesUng
EXHIBIT
B
Brick or
siding
5' Minimum
Frame
Wall
Rock or bark erea with downspout
extended beyond edging
Soa
• •
Foundation
I 1=' '
Wall
Perforaled edging or
equivalent Co allow
release of water from
rock or bark area
Maintain minimum
elope
of 10% ewey Prom
toundation
Minimum 6 Mil
Polyethylene or Geotextile
Fabric sloped away from
foundation under edging
to top of grass
InfornTation
RECOMMENDED
LANDSCAPING
L/~"'~ .ToBuildOn
PROCEDURES
Englneering • con5uning • Testing
EXHIBIT
C
P LO T P LA N FOR W MELODY HOMES INI.
LOT g , BLOCK 3, SKYLINE ESTATES, FILING 3 ,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO.
ADDRESS 5339 NEWCOMBE STREET
0 4e.60 NO0° 13 1 1 W 66. 0
,o' .E.
[_SETBACK
w
N
I' a,o o LOT 9' I
7,920 sf' ~5,
~ z
~
~
~
d
~
~
~
~
~
45.oz1 N
NEWcvMBE STUFEr
GENERAL NOTES
1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF NINDOW WELLS. FOR iHEIR
LOCATION SEE STRUCiURAL ENCINEEREO PLANS.
2. DIMENSIONS SHOWN AROUND THE PERIMETER OF iHE STRUC7URE ARE TO TME
E%TEftIOR FOUNDA➢Orv CORNERS.
3. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FWNDATION WALLS
PER WARRANiY REOUIREMENTS. (O.SR MINIMtIM SLOPE FOR CONCRETE PANS.)
4. THIS PLOT PLAN SHOW$ PROPOSED IMPROVEMENTS ONLV. fINAL CONSiRIICiION
MAY VARY.
5. FOR OUESTIONS REGARDING THE FOUNOATION DURING EXCNVATION, FORM
SETiINC, AND HOUSE CONSTRt1CTI0N REFER TO iHE ENGINEERED FOUNDA710N PLANS.
;
, J.
V"
INFO STAKE:
MODEL 2087 RH
3 CAR
ELEV. A
LOT AREA (S.F.) =
7,920
HOUSE AREA (S.F.) =
2889.3
COVERAGE=
36.5%
BLDG. HEIGHT=
19.9'
AVG. BLDG. HEIGHT=
14.9'
AVG. F.G.=
H%i3
&
FOR STAKING
° HOUSE AT MINIMUM SETBACK
LEGEND:
Fj~UTILITY PEDESTALS
p z
POURING
CHECK
FORMS
BEFORE
E
~ WATER SERVICE
f~'=PROPERTY LW E
~
Ow
48
HOUR
NOTICE
REDUIR
D
QS SANITARY SEWER SERVICE
BOW=BACK OF WALK
w U
0
° 2' STAGGER REOUIRED
1
~ LIGHT POLE
FOW=FRONT OF WALK
0
FL=FLOW UNE
ZU
~ TRI-LVL
- 40
R
H
O
~
~~FIRE HYDRANT
FASBMFN
%
T COV
ERAGE FO
ES
RANC
T
@MELODY HOMES
CALL UTILITY NOTIfICATION
MINIMUM SETBACKS:
SCALE: 1"=20'
I.C.
CENTER OF COLORADO
1-800-922-1987
FRONT: 20.0
'
'
DATE:04-19-04
11031 SHER/DAN BLVD.
oR534-6700'ocnin°
REAR: 10
SIDE: 7._5 _
REV:
wESrnttNSreR co. aoozo
~
STREET SIOE: 20.0'
B Y: B M A
PHONE: (303) 466- 1831
Y6M[ YOU d0 CMK. dt D:GYR
M
~ E &,Pmaw a ~
~M ~u
INIMUM
'
OB N0: SKY3
FaX: (303) 466-2368
BETWEEN STRUCTURES:15
I
~
8.
ax,o
PATIO
22.7'
y 8. 3
2057
71.3
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i 8.7' N
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VARIES PER PORCH 8" 6X6 WELDED WIRE J~__ VARIF~,~~PnRC:H
SHOP PRIMED 4" CONCRETE SLAB FABRIC. 4" CONCRETE SLAB W8X13 ON GROUND. BREAKOUT STEEL SHOP PRIMED 1 ON GROUND.
W8X13 I ~K~ ~L~~~
o ~ F'ABRI .
te'a`' °0 - - ~ ¢ -
TOP AND BOT. ~ :f CONT. REiNF. BLOCKOUT 44'--f~"
~ TOP OF HAUNCH TO ~ HAUNCH FOR TOP OF HAUNCH TO 3
BE 8" BELOW TOP BEAM. BE FLUSH WITH TOP OF WALL. t° 2-#4 X 5'-0" OF WALL. - ,
_ TURN SLAB EDGE o DOWN TO HAUNCH BRACE WALLS
AS REQUIRED. BEFORE 00 BACKFILLING. o _ ~
0 a
i
Z 2-pa (sizE vaRiEs
PER PORCH) 2-~4 (SIZE VARIES , t_ I- ~ z ~w >
PER PORCH) ~ t w ~
ANGLE EXPANSION JOINT.
SEE SECTION 1 ~ Q~ ~
FOR DETAILS. ~ C~ C~ ~ ~
~ ~ ~ cn
POLYETHYLENE ~ ~ ( TT ~ POLYETHYI.ENE_= T SEE SECTION 1 -a
~W~
VOID BEYOND, SEE SEE FOR DETAILS. VOID BEYOND, SEE PLAN FOR LOCATION. PLAN BEAR ON UNDISNRBED PLAN FOR LOCATION. r~ - - ~r
S ~ CTT O Ill 9 5~~~.3i8~~ = ,~-o••
SECTION HAUNCH AT END OF PORCH. HAUNCH AT MIDDLE OF PORCH.
z
s
2x6 PLATE W/MIN. 8~ 4 2-1/2"0 ANCHOR 5" MIN
BOLTS TO BUTTRESS. TYPI
TUR TOP AND BOT. _ GRA
CONT. REINF. - TOP -
3'-10"~ 1 1/2" CLEAR ~ Q" 2-#4 X ~I ~ ° AS SHOWN. BLOCK OUT TO BUTTRESS
•i -
(1 EACH FACE) FOR BEAM. ~~_6~~ WHE a p FR0 SEE SECTION 1 ON SHEET S-2 2-#4 ~ ~ ~ FR0 FOR VERTICAL AND HORIZONTAL `O p
WALL REINFORCING, IF REQUIRED.
~ o j r
~4 X N DOWELS ~ 8" O.C. i~
10' ALTERNATE DIRECTION <<
OF LEG IN FOOTING. O N w/~-#~ tA. WAY BOT.
1 1/2" CLEAR ~N N~6 Q ~
2-~4 X Nuo AS SHOWN. CONCRETE NOTES: Z z
4 -4" SLAB. EACH FACE) 1. FOUNDAT 2. PROVIDE 0 " U ~ N ~ Q ~~ff ~ m~r~
X 10" THICK j ~ ~ ~ ~ M / J'\ ~ 9 N A ~{/f /E iwe{s R
GROUND. MOVEMEN :A. WAY BOT. ~r ~ ~ ~
~ ~ ~ ~ ~t ~i w. ~ LY_
SEE SECTION ~ ~ -III I_ TI I J 3. WRAP ST ~ LB. FELT _ a d-
POR DETAILS. 4. GROUT B 5. PROVIDE AM AT COLUMN L J
ONE PIECE. PAD
S~ C T T O N 11 3/8" = 1'_0" ON DETAI BUTTRESS CONSTRUCTION L 1 /4 X 5 1 /2 20" X 20" X 10" THICK ACE EACH SIDE r
/2 ROWS 3/4"~ CONCRETE HAUNCH AT I I -
fS. ~ OPT. STOOP ONLY.
~ z ~ ~ ~ L r _ i. - ~ _
4-° i I
s °(,1.
r j N 3 10 o I ~ - - - - - ~ ~ - - - - t
STEP BOT. OF X 10" THICK ( I ° FDN. 4'-0"t. .r
14 A. WAY BOT. ~ ( I _ i
v `Y
e L
a
•s
_ _ i w~ i
~ _ I
J i
~uv.
INDICATES PLATE SAS E M E N
~ o ~ o LOCATION. TYPICAL. I i S' r
t~ ~ a0 ~ in ,`z . 1 1`
t ~`1.
P' L
~W~
O
~ PORCH
1.' 1
1J1 f -
r si
THIS F
SHEET.
1 t
v i~
10'- 4" t
14'-10"
r- t 1
17'-0'> r
a ~ _
A L V 20+-On
- - _ - A I A . (sAa _ tea moo. ~ ~ , ~ r.~a r®.
ELEVATION C P01 .:i
1. SEE ARCH. PLANS FOR DETAILS. s
2. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. . ~ ~
3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOT OF 2
i" 25oo/iooo
F
i
1 - l i- f
y . ~ l~~ LJ.:
2X PLATE ON TOP OF BEAM.
iernrmu.._
DOUBLE 2X
PLATE. ~ ~ t 11 !t ~ 8
SEE DETAIL AT RIGHT FOR PLATE 1 1t
AND BEAM POCKET PLACEMENT WITH DOUBLE PLATE. FOUNDATION 2 MIS, 1. 3C~T.
2-#4 TOP & BOT. WALL. CONTINUOUS. V _
BEAM P - - DOUBLE PLATE AN BEAM POCKET CONSTRU
1
i
BRACE WALLS BEFORE t _
BACKFILLING.
a
GT
S PL N ~`~t
1;
~ ANGLE EXPANSION JOINT. A i
4'~ CONG SLAB ON UNDISTURBED SOIL OR COMPACTED FILL. - r-
W SCORE JOINTS IN SLAB AT
~ MAX. 200 SQ. FT. AREAS. t ~i tf~ s
~ ~ w z ~ I
~ m ~
J Z ~ a ~ 2 i 4
- Ul Z - t
I 1 t t
ao , i 4'r
~ PROVIDE #4 X 1'-6'~ DOWELS ~ _ (1- CAD 2'-0" O.C. MAX. (MIN. 2 a- . s ~
1 1
4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE 1
PLAN FOR LOCATION. ~ SEE BEAR ON NATIVE SOILS PLAN PLAN OR STRUCTURAL FILL. i
SEE SOIL REPORT. i° I 22 _ i t
i
1
~~CT~ON 1 ~~2~~ = ~,_o~~ S~CTTO~I 2 a
.:~y.~.... .
REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. d
.r
J.
r r r
f a i
IR"I i t ~i~
~p
8~ 2-#4 TOP & BOT. CONTINUOUS. ~S ~
BEAM P EMBED 2X8 OR 2X10 CONTINUOUS - ALL HE 2 4F . - CJ~ ~r
- - LEDGER W/2 ROWS OF 20d FORMING FLOOR ~ _ ~ ~_I ~ ( 1 /2„ NAILS ~ 12" O.C. (1 TOP & 1 BOT.) . ~F F N, WALL. D 9f
u BEN®~ -~fi T4P OF WINaU
N SIMPSON U210 HANGER PLYW00 ~ 3/4" T & G SUBFLOOR ~ n .
P - tG]v r~
_r
io P
io ~
00 N FLUSH iv 2X10 FLOOR JOIST, r- Y -i a _
SEE PLAN i
GRADE
GRADE AT AIR SPACE ~
~ oo , t~ i
'=1 I ~ -T- =1 ~ ~ III -f -I f~
POLY. SEE SEE SECTION 1 SEE SE FOR DETAILS. POLY. SEE 1
4° VOID BEYOND, SEE PLAN PLAN BEAR 0 PLAN FOR LOCATION. BEAR ON NATIVE SOILS 4" VOID BEYC~JD, SEE OR STR OR STRUCTURAL FILL. PLAN FOR LO:ATION. SEE S01 f r~. i
SEE SOIL REPORT. ~ i~ L
s
J ~ ~ ~ ~ ~ I ~J ~ 1/2" = 1i_~ii ~ ~ ~ ~ 1 0 ~ ~ 1/2n
BEAM TO WALL CONNECTION
_ f-_ -z._
s-cam
i +~-~r-
GARAGE OR CR TOP ROW OF REINFORCING. r 'r., t
r c 99 1 7
~i
MAKE TOP BARS CONTINUOUS
WIiH TOP BARS IN BASEMENT 4' 1
2'-6" MIN. WALL. i~ r
STOOP SLAB. FDN. t ~ !
WALL ~r-■
i..J-
o - - BOTTOM ROW ~ REINF. EXTEND i
BASEMENT WA x
.
O f i
i c T
`V HAUNCH
INDICATES PLACEMENT OF V01 MATERIAL UNDER GRADE BEA SEAL VOID WITH POLYETHYLEN
a
r~
2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. o 1 'a
x.-
I , r
(1 EACH FACE) f -mot
TYbTr'` I ~('ll t
L.J l y R.J /""1 ( l 1 N Y Y T 1 L.. L.. N NWOMO & t v { ,r { ,r r 14 •r . l w°% wMM" . I A PP-, A /"1 ram" V. h JVILJ CIV VIIVGGlC JfIVVLV DG Vf1LLGV IV IIV Jr CV 1 f VVIV Il F111 VIV G/~li/1V TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. i ~nt.r~ vt~ ~ iv~v ~ f
ALNC H D ~TAIL ~~2= ~-o ' 1v~L AT BOTTOM i
il"N'FORCING DETAIL 1/4" = 11-011 -
ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPAC (THESES ARE COMMON STEPS.
i
r.
toml=L.V
P
~L
1 J
f