HomeMy WebLinkAbout2736 Fenton Street1) '7 2, ( n 1:::� ... 1-- <:m- I -P7 `\ In i'1 t) r� q -) _ '-�
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INSPECTION RECORD
INSPECTION REQUEST LINE: (303) 234-5933
°�°uDan�Y;T`�
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
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground/Slab InspectionsDate Inspector Comments
Initials
Electrical
Sewer Service (ry lVe� It
Plumbing
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
Lath / Wall Tie
Rough Electric'
Roughs Plumbing/Gas Line
Rough Iv9echanicai
Rough Framing
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.
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
*For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
**For Inspection Time Window Requests — Please email insotimerecluestlt@ci.wheatridge.co.us by 8:00 A.M. the day of the
inspection with the property address in the subject line of the email.
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: �hk)U/
Job Address:
Permit Number: `� (U�r%% -5
Pu6I0U1.
❑ No one available for inspection
Re -Inspection required: Yes No
Time %' A(bl PM
When corrections have been made, call for re -inspection at 303-234-5933
Date:' 1 InspecQr:
ULL
DO NOT REMOVE THIS NOTICE t/
CITY OFM WEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: ji er
Job Address: 27-31,9*o
Permit Number: 2_01 7C�O�
1 0+ vacs U - wm -� vp
J
V.
❑ No one available for inspection: Time AM/PQM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: i l Inspector: ii 1
DO NOT REMOVE THIS NOTICE
-
City of Wheat Ridge
V
Residential Plumbing PERMIT - 201700223
PERMIT NO: 201700223 ISSUED: 02/14/2017
JOB ADDRESS: 2736 Fenton ST EXPIRES: 02/14/2018
JOB DESCRIPTION: Remove & replace 14 ft of 4 in. sanitary line in front yard. Material SDR
35 Strongback Ferncos Squeegee
*** CONTACTS ***
OWNER (303)297-2824 BRADY MIKE R
SUB (303)514-3790 Ivan Chavez 140138 Al Mile High Drains
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,450.00
FEES
Total Valuation .00
Use Tax 266.10
Permit Fee 60.50
** TOTAL ** 86.60
.
*** COMMENTS ***
*** CONDITIONS ***
ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive
written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection
by any Sanitation District representative. Inspection and approval of work by any
Sanitation District representative DOES NOT grant authority to cover work without the
approval of the Building Division.
**For trenchless sewer replacements - The contractor will verify proper slope of new sewer
piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed
specifically by the applicable code. The plumbing contractor will provide verification of
proper slope and drainage in writing as a condition of approval of the permitted work.**
V_
City of Wheat Ridge
Residential Plumbing PERMIT - 201700223
PERMIT NO: 201700223 ISSUED: 02/14/2017
JOB ADDRESS: 2736 Fenton ST EXPIRES: 02/14/2018
JOB DESCRIPTION: Remove & replace 14 ft of 4 in. sanitary line in front yard. Material SDR
35 Strongback Ferncos Squeegee
I, by my signature, do hereby at st that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable ui in codes, and pplicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal o ner oft e prop ;and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I urther atte iat a legally authorized to include all entities named within this document as parties to the work to be
perfor a d that all or to be erf rmed is disclosed in this document and/or its' accompanying approved plans and specifications.
-Z 4-1 -/7
Signature of OWNER or CONTRACTOR (Circle one) Date
I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and maybe subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division,
6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any
applicable code or 4ny ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date '
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
City of
W heat Iiclge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: perm its(d)ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit # V, o l 00
/ l 3
Plan Review Fee:
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
5�
Property Address: 2 a �O��
Property Owner (please print): M �`(_1__ to : LJ\I Phone: % ZO- �- 7 22Z
Property Owner Email:
Mailing Address: (if different than property address)
Address
City, State, Zip:
Arch itect/Engineer:
Architect/Engineer E-mail:
Contractor:
Contractors City License #:
Phone:
Phone:3
Contractor E-mail Address: I VA"v 7 - ci- 1 e '5� "� , � _ Cc d
Sub Contractors:
Electrical
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL ❑ RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
Sq. Ft./LF
Amps
r � �
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
� �l 50. i
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
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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the appli ation.
CIRCLEONE: (OWNER) ( TRACT r (AUTHOR] REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Electronic Signature (first and last name): DATE: 2 l ` 17
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
Building Division Valuation: $
-
City of Wheat Ridge
V
Residential Plumbing PERMIT - 201700223
PERMIT NO: 201700223 ISSUED: 02/14/2017
JOB ADDRESS: 2736 Fenton ST EXPIRES: 02/14/2018
JOB DESCRIPTION: Remove & replace 14 ft of 4 in. sanitary line in front yard. Material SDR
35 Strongback Ferncos Squeegee
*** CONTACTS ***
OWNER (303)297-2824 BRADY MIKE R
SUB (303)514-3790 Ivan Chavez 140138 Al Mile High Drains
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,450.00
FEES
Total Valuation .00
Use Tax 266.10
Permit Fee 60.50
** TOTAL ** 86.60
.
*** COMMENTS ***
*** CONDITIONS ***
ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive
written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection
by any Sanitation District representative. Inspection and approval of work by any
Sanitation District representative DOES NOT grant authority to cover work without the
approval of the Building Division.
**For trenchless sewer replacements - The contractor will verify proper slope of new sewer
piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed
specifically by the applicable code. The plumbing contractor will provide verification of
proper slope and drainage in writing as a condition of approval of the permitted work.**
V_
City of Wheat Ridge
Residential Plumbing PERMIT - 201700223
PERMIT NO: 201700223 ISSUED: 02/14/2017
JOB ADDRESS: 2736 Fenton ST EXPIRES: 02/14/2018
JOB DESCRIPTION: Remove & replace 14 ft of 4 in. sanitary line in front yard. Material SDR
35 Strongback Ferncos Squeegee
I, by my signature, do hereby at st that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable ui in codes, and pplicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal o ner oft e prop ;and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I urther atte iat a legally authorized to include all entities named within this document as parties to the work to be
perfor a d that all or to be erf rmed is disclosed in this document and/or its' accompanying approved plans and specifications.
-Z 4-1 -/7
Signature of OWNER or CONTRACTOR (Circle one) Date
I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and maybe subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division,
6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any
applicable code or 4ny ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date '
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
City of
W heat Iiclge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: perm its(d)ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit # V, o l 00
/ l 3
Plan Review Fee:
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
5�
Property Address: 2 a �O��
Property Owner (please print): M �`(_1__ to : LJ\I Phone: % ZO- �- 7 22Z
Property Owner Email:
Mailing Address: (if different than property address)
Address
City, State, Zip:
Arch itect/Engineer:
Architect/Engineer E-mail:
Contractor:
Contractors City License #:
Phone:
Phone:3
Contractor E-mail Address: I VA"v 7 - ci- 1 e '5� "� , � _ Cc d
Sub Contractors:
Electrical
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL ❑ RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
Sq. Ft./LF
Amps
r � �
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
� �l 50. i
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
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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the appli ation.
CIRCLEONE: (OWNER) ( TRACT r (AUTHOR] REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Electronic Signature (first and last name): DATE: 2 l ` 17
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
Building Division Valuation: $
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A. Certificate of Occupancy or Completion has been requested for:
A.OOI!I:SS: 2~ ~ rb\ ~+.
C'
PUI!POSI: or STI!UCTUI!I:: U F f2-
Remarks:
?-
ot< ,/ J{! t~$€'T' ~ ,i-, -I!'Q -h II.
&/L
Building Department Approval:
Zoning Approval:
Remarks:
Public Works Approval:
Remarks:
Fire Marshall Approval:
(If Applicable)
Remarks:
Sanitation District Approval:
(If Applicable)
Remarks:
Water District Approval:
(If Applicable)
Remarks:
'I,
DATI!6/2S/2002 FE.f!OO.OO J08#01-1647
MORTGAGE co)4ETRO BROKERS
ADDRESS 2736 FENTON ST.
LAND SURVEYING
5460 WARD ROAD. SUITE 160
ARVADA, COLORADO 80002
(303) 420.4788
BORROWERS NAMEBRADV
IMPROVEMENT LOCATION CERTIFICATE
Attn: MIKE
LEGAL DESCRIPTION
(PER CLIENT)
ILOT 31, /lK) lltE NORlli 1/2 OF
LOT 30, BLOCK 12, PRINCESS
RESlIlDIVISI(JII OF BLOCKS 11
/lK) 12, LAKESIDE, COlNTV OF
IJEFFERS(Itl, STATE OF COLORADO
I
~
t.l
Scale: 1"-20.
103.7"
/101.90' 0
ui
i
..
L. 01.89' . N
Vi Cone, Drive ~ 0
c lo
0 104,36 '"
- .....: ... .... ..
5i t'J
LL 20.0'
<0 Portion of Lot 30 <>
t'J Cone, b.
~ <0
Wood
tElev. 100.0' 101.35'
102,n
(AsslIIledl
104.2'
104.9'
125.0'
78.0.
N
10.Ooi
q
In
'"
Bi-Level FrClTle
<>
_b
LOT 31
if1~
~<
48,0.
+ 103.30'
;-,
<0
103.65.
125.0.
104.04"
Found
Pin
'I,
NOT1I,
IURVI't' . DRAWN UIlNO
..u.TTIDAHQLIIOR
:::::::y knowledge, Infonnation and belief, I prove:e:t~:e~~i~:~:.t~;.w prepared for
METRO BROKERS " A ,that ~)t~ot a Lan rvey Plat
or Improvement Survey Plat, and that it is not t be relied lip:.on for e establishment of fane.s. building, or ot er future
improvement lines. I further certify that the i provements on th above described parcel- .on this date, axe t utility
connections, are entirely within the boundaries f the parcel, exce as shown, that there are no encroachments on the
described premises by improvements on any adj ning premises, ex pt as indicated, and that there is no apparent evi nee or
sign of any easement crossing or burdening any P rt of said parcel, xcept as n~~\II1I1I111I1
~~\\\ (III I/.
"NOTICE: AccordIng to Colorado law you m~t com nee any legal ac on base ~s survey w;thtn three yearf; after you
first discover such defect In no event, may any action base pan any defe In thiS 1ft- ~re than ten years from the date of
thecerttflcatlon shown hereon " ~r:::.. .If~;-.~~'
~ C,j: 0- ~
- - \~-. ~
CC 27268 ;;Z: is ~
.,.. - I l
:;; b. -Zoo
. Hayden, L.S. 27268
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
*
*
Correction Notice
Job Located at :J. .." t:, ,F ~J ;, lcp, 7'
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
/) T,~/'!('~ A"r!,y );>0/1 nA...
2! i~~w l ,icl; jjvl<.r_~,F~/rl<-',-4:/.;. 011 fc.-'J?
, / ! J
~) i)r.4~1 b./...>.-Ir 1,..<..,.___,-/ wfiJlr, 1/", //' I/?-."/'.
!1} F,.,t'- J,//./k ~i~~/r/.1
, . ,
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
i;_~/~/) ,/~" 1-
,
., _.'~ /
/ . (.
/, I
/ /;e- -' .......;r<- -' ~
Inspector/tor Building Dept.
DO NOT REMOVE THIS TAG
FORM WR6-22
,
j
I']~)}:.:t-(,..
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE,. CQLORADO
7500 WEST 29th AVENUE -:... ; .. (303) 234.5933
INSPECTION RECORD
JOB ADDRESS 2~'l.~~ ~h'l fit,,) ':-J
BUILDING PERMIT NO. rZ) '2 _..::j ~.' DATE ISSUED ~
OWNER . \ (, c,f-'?' (r ". P-\rln. \f' ..
CONTRACTOR \..Ar'i",,--.e 'l::'il"?j). COil':-o;\'--U Ct,?_y,
SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST
/- f"
:) r---...
I TYPE I OCCUPANCY I
WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION DATE INSPECTOR
Foundations
Footings
Caissons
Reinforcing or Monolithic
Weatherproofing
POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work)
Heating (Ground Work)
..;-
OUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
_ 1.-
Rough Electrical
Rough Plumbing
Air Test Gas Piping l / .. If) /'
Rough Heating & Ventilation (7 II '{ {/ r ;>
(above must be signed prior to framing inspection)
Framing
Insulation
I
I<.r,
Drywall nailing
Roofing
Refrigeration
Electrical underground
Final
Electrical
Plumbin
Heatin & Ventilation
Frame
R.OW. & Drainage
Fire Department
Parking & Landscaping
..
.,
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
.
~.
PERMIT TRACKING FORM
ADDRESS ..=11~(O ~,i\D~ ~J\
DA TE SUBMITTED \ rl- ?l 'N PERMIT NUMBER I<,~ 1 (p TYPE OF PERMIT -R=tS .
CONTRACTOR f\'('{1Q?- ~~()S" PHONE :"l{)"~ - till\-- Dl\P.q
OWNER ~/rPI-I: Ca~~?,loI\L'E- PHONE ?I:S;;'" - a~-. (nc-)'i?fl,
,TYPE OF REQUEST "S..:J~ - \~(\~~~ ,'IUS, ('\H\CQ
~ATE PERMIT APPROVED - - \
i BUILDING DEPARTMENT
1" Review -::DF\R\t\:l
2"' Review
3rd R .
eVlew
4th Review
DA TE IN
DA TE OUT
lq-l\-(J\
\d..l()'(:)~
'1-PLANNING DEPARTMENT
1" Review ffi\V,C;: 0.
2,d Review
3cd Review
4th Review
DATE IN
DA TE OUT
\a.-~-D'
.
\(}'.\D-D\
~ PUBLIC WORKS DEPARTMENT
DA TE IN
DA TE OUT
1" Review m\~~ C....
2"' Review
3'" Review
4th Review
\k\.\- t)\
l-a-ID'D\
o FIRE DEPARTMENT
o CITY ARBORIST
o POLICE DEPARTMENT
~
-
Q((l
\~\\\lC\\ ~~~~_ )(W A TER DISTRICT \lJn.tI:\.\. ~\<\cf
lo . -a <0 (J d..
.
J(SEWER DISTRICT
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE. CO 80215 - (303-235-2855)
Building Permit Number:
Date:
13276
12/19/01
property owner: JOSEPH COVERDALE
Property Address: 2736 FENTON ST
Contractor License No.: 17971
Company: Moore Bros. Const.
Phone: 238-6589
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: 274 0489
Construction Value:
Permit Fee:
Plan Review Fee
Use Tax:
$156,00000
$1,30735
$84978
$2,34000
I hereby certify thet 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 eccurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full respo sibility or c pliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable eat dge 0 s, for work under I~ permit
(OWNER)(CONTRACTOR) SIGNE .'.... DAT~ 2,~ 2
.
~w.,~m~~-'~'-'-'"*-'
$4,49713
Total.
Use:
if /5C'5
Description :
HOUSE & ATTACHED GARAGE ON EXISTING LOT PER PLANS
BUILDING DEPARTMENT USE ONLY
OK 12/17/01
SIC. Sq. Ft
Own I Please Note'
er contracto . .
lines and constru~!~ r~sponsible for locating property
appr~ved plan and r~~~:~~me;'ts according to the
The City is not responSIble" .ve opment standards.
submitted within the pi or maccurate infomlation
, an set and any .
errors resulting from' constructIOn
OK 12/18/01. SEE A TT AC maccurate information.
DRIVE CUT & PUBLIC IMP~5~i~:N~ENTS - MEMO REGARDING
Roof: Stories:
Residential Units:
Approval: MJG
Occupancy:
Walls:
Electrical License No .
Company: t\w:~q?3 . Plumbing License No. ~ \ \.q)..
I I tj 6.v:.-tY: (Company: [V\ G" c, 7\ u. n\ h ,\. '1
Expiration Date: 8 it-'b '03 I
Ap I Expiration Date .. ., \ \ c '
prova: (/v.1 V,c.. ,"'- I ,C,
;- ,--./ Approval: Expiration Date:
r>H Ap I
(1) This . prova
penn,! was ISSUed In accord
Regulations and Buildln Cod ance With the provIsIons set forth 1
(2) This permit shall e . g e of Wheat Ridge Colorado 0 n yopur application and IS sub e t
abandoned for a ~~: ~i~1~h~ work authoriZ~d rs nol eom'.:;~~~er t~Phcable ord'nances of I~~ d~lhe laws of the Stale of Colocado and to the Zo
(3) If Ihrs pennlt expIres e new ays w, 10 SfXty (60) days from '55ue dat nrng
~~=:Ians and SPecflcati~~~m~~~:~ b;u~cqurred for a fee Of one-ha'f the amount e or (B) Ihe burld,ng authoriZed rs suspended or
~~~ ~~n~~~~!:~~:~;~~~:::~:~~~~~a~I~~~~:~~:Oi2~\donment has not exeee~~~:~~ <'1e)~::rd j;~~~~ge~oa~;~~~: ~~~es been or w,1r be made ,n the
(~~p~m~~';,9:: succes~v~u~~~~~:n~~~~~~enty-four (2~ ~~a~~~~ Z~:.~~~ ~~,U;:~~: dlamage plob'em uspenSfon or abandonment
pro s pennrt or the approva' of dcaw,n peet,ons and shalr lece,ve wnrten a
ulldlng codes or any other ordm;~:n~ spee,ficat,ons shall not be const d pplovat on mspeet,on cald before
,~ e. aw. 'u'e or legu'at,on lue to be a pelm,t fOl nOl an a
Chief BUiJ"~ r-. DRIVEWAY REO~m;DtiNTSn of the
glnspector ~.~SOIOl,l)
Z {:;;of" ,,;.{am/ly dwellings. the /I..t twenty-J/w
r/ve1vay area from the existing eJg. of
~.nllnlo the site shall he surfaced with concrel
1II1"~"'/t. brickpavers or similar maleriaJs. ~
Mechanical license No
Company:
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
APPUC4TION
Property Owner: ~\'t\ CoJ~~
Property Address: 2730 FeNloN-::;T
Contractor License No.:
Company: ,A.lOO/2-€-&w':';, ~~
Building Permit Number:
Date:
Phone: 2-38 "58"('
Phone: 30-': Z7'-{ 01../8 'f
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 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 (U.B.C) and all other applicable
Wheat Ridge Ordmane<s, for work 7:;; pe~
(OWNER)(CONTRACTOR): SIGNED '/~ ' DATE ~ 2-, 2.co J
. ....
Description: ---e.ull..b NEW f\.ous.e ~ 'i'-'TAC.t-'~ "-1'>fl..J>.1b6
~~A"'S
Construction Value:
Permit Fee:
\ Sb, ODD. DC.
17;,C'1-. h-S
Plan Review Fee: '(es- 811-7-8
Use Tax: ,}"74D. ou
Total:
ON 6X\s., '''''''' LCI\
BUILDING DEPARTMENT USE ONLY
SIC:
Sq.Ft.:
ZONING COMMENTS: AD
Approval: !II
Zoning: R\ -~
BUILDING COMMENTS: ~ ,., 17~'
Approval: C!) )c.. ~ - r
PUBLICWDRKSCDMMENTS:ti--f!Jb, l-z(r t/O I -Su--- ~l Co~.-' ~
Approval: 17KMJ;, J.-,...:.-...t.-v+-? fv~J,,'; DEe 0 3 2001
,- /' J 1...?(l:J~
Occupancy: Walls: Roof: Stories: :Residential Units:
.
c
Plumbing-LIcense l'lv.
Company:
'--rf>~ ,c,l, \
Expiration Date: I
Approval:
Cechanical License No: ~
,-,--r--:..
i\'-:>A.
Expiration Date: ILk,I,',
Approval:
qlectriCal License No: ~
ompany: --TT2Jj\
I _ "/-\1"\0'
E . . D I
xprratlOn ate:
. Approval:
-
(1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws ofllie State of Colorado and to the Zoning
Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date Of (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired fur a fee of one-half the amountnonnallyrequired, provided no changes have been or will be made in
the original plans and specifications and any suspension or abandonment has not exceeded one (I) year. If changes have been or if suspension or abandonment
exceeds one (I) year, full fees shall be paid for a new permit.
(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 Inspectortwenty~four(24) hours in advance for all inspections and shall receive written approval on inspection card before
proceeding with. successive phases of the job.
(6) The issuance of a pennit or the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the
provisions of the building codes or any other ordinance, law, rule or regulation.
Chief Building Inspector
Date: 'zJ.!J~
.
DEPARTMENT OF PUBLIC WORKS
BUILDING PERMIT APPLlCA nON REVIEW
Location: '2-7.51:. fi::w70N ..11
Attention: Building Department
I have reviewed the attached materials submitted in application for approval of a
at the above referenced address. Please note the summary comments below.
I. .......
2.~
3. ...........
4.~
Boundary Closure: ...- OK _ Not OK; refer to stipulations.
Drainage:
a. Drainage plan and report needed
b. Drainage plan not needed _
c. Lot drainage/grading to be reviewed by Building Division ~
d. Site drainage/grading provisions have been reviewed and are:
OK _ Not OK; refer to stipulations.
NPDES Permit Required: Yes ~No
Public Improvements:
a. street paving needed: Y es ~ No
b. curb and gutter needed: Yes ~ No
c. sidewalk needed: Yes ,/ No
d. street lights needed: yes....... No
e. storm sewer needed: Yes v No
f. letter of credit required: _ Yes v No
If a letter of credit is required, for what improvements?
5. ~
6.
7.~
8.~
9. ...........-
1O.~
11.~
12.
13. ...........
14. ..............-
Amount of letter of credit:
Subdivision Agreement required: Yes
Development Covenant required: Yes
If Yes, for
Traffic impact analysis and report required: Yes
State Highway Access Permit needed: Yes
New roadway or alley R.O.W. dedication recommended: Yes
If yes, what is recommended?
All existing dedicated roadways/alleys meet the standards of the City: ........ Yes
If no, which do not and what is requested:
APPROVAL: The Public Works Department has reviewed this request and hereby gives its
approva subject to e above and/or attached stiPulation~s.
. IZ- /
18/0/
ichael Garcia Date
...-- No
--;::::>'"No
.....- No
v No
..... No
No
NO APPROVAL: ThePublic Works Department has reviewed this request and does not give
its approval for the reasons stated:
Signature
Michael Garcia
Date
Stipulations attached: v Yes No
Summary Comments: ,4,vy j),,,,,,a.~E 7D THe t:.xrJ-n^'''
/ls. 41""- oF= T#/J Co^,,$"',I!v~ r" N ~s. rg &E I) V/~
To C-"7 .>~t>"'.e.t>f ,.~"",. 77::> c.o. tS.su,MJUZ. 4-
LE,~ J~ IZ€r;VJIE-o /7l1t::7/Z re, C. o. ISSVIII""""e.
rhiJG.'C- J~r.et:)..,e"'AIolTS As A
TH-!? r ,-I-"''''Gf&'A/l/r
IIVA 6E ~,FIlld7;oA/
Files on Enginent\Forms\Bldprmt3.:frm
Rev 05/00
DEPARTMENT OF PUBLIC WORKS
(303) 235-2861
7500 WEST 29TH AVENUE
.
WHEAT RIDGE, CO 80215
FAX (303) 235-2857
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED
1Lki,
I I
ADDRESS
2-73'- re"vn,AI 5T/Z.~
Dear Contractor:
In conjunction with the opproval of the building permit application for the above referenced address, this
letter is to inform you that all existing public improvements located along the frontoge of said address shall
be restored, (if damaged from related construction) to an occeptable condition, as determined by City of
Wheat Ridge Public Works Department, and prior to the issuonce of a Certificate of Occupancy.
Prior to any construction commencin9, the City's representative will conduct an onsite inspection to
determine the existin9 condition(s) of the public improvements at this address.
If you have any questions, please contact me ot 303-235-2868.
Sincerely,
~A~
Michoel Garcia,
Development Review Engineer
cc: File
Files on Enginent\Development Review/Forms & form letters\Notification of PI Restorafion
Rev 05/00
PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS
Date I~f>!o'
Applicant Mool/,E.~s
Location of Construction '2-7 ~(p ~"Tl:>N ~,.
Phone# 30'S. 27'-1-0'-189
Purpose of Construction ~ "'''LZ f'''' "'1
Building Permit Value
Single Family V
Commercial
Multi-Family _
DEVELOPMENT REVIEW FEES
Development Review Processing Fee: ~
(for document processing)
Single Family Residential Review Fee: ~
(for review of applicable technical docume~
$ )OO,(?t:>
$ 5&1.00
Commercial/Multi-Family Review Fee:
For review of existing technical documents $100.00
For review of technical documents for construction in
right~of-way, final drainage report and erosion control plan $500.00
$
$
$
Subdivision Improvement Agreement Fee: $125.00
(for document processing and recording)
Development Covenant Fee: $125.00
(for document processing and recording)
$
CDOT Access Permit Fee: $100.00
(for document application and processing)
$
Traffic Impact Study Review Fee: $100.00
(for document review and processing)
$
Flood Plain Variance Review Fee:
(for document review and processing)
Class I application = $150.00
$
Class I Publication/Public Notice = N/A
Class II application = $250.00
Class II Publication/Public Notice = $90.00
$
$
TOTAL REVIEW FEES: (due at time of building permit issuance)
$ 1S"t:>. 00
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING
FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF.WAY.
"'"",re" APPn"",~f4-~<'"
Date l}.r /1 he /
Files on EnginentjForms/Review Fees-Building Permit Ap
Rev 04/01
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Window & Door Schedule
(9) 3030 Double Hung Vinyl
(3)3046 double hung egress
(2) 4040 Slider
(1) 5040 Slider wi fixed trapezoid
(1) 3020 Slider
Revision I
Description
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(3) 2868 paneled interior RH
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(1) 2068 paneled interior RH
(1) 2668 paneled interior RH
(1) 3068 paneled interior LH
(3) 6Q(j~bypass doors
Sheet No.
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City of Wheat Ridge
Department of pubnc Works
MEMORANDUM
TO: Darin Morgan, Chief Building Official
FROM:
Michael Garcia, Development Review Engineer ,.. ~
DATE: Wednesday, December 5, 2001
SUBJECT: 2736 Fenton Street
The Public Works Department has completed the review for the single family residence at the location listed
above and has the following comments:
I. The existing drivecut is located on the south side of the property. The plans reflect a garage to the north
side of the property. If the drivecut is to be relocated to the north, the existing drivecut needs to be closed
with the removal of the drivecut and replaced with new curb, gutter and walk per the enclosed City Standard
detail. The new drivecut is to be completed per the enclosed City detail. A 2 foot asphalt patchback will
be required if there is a change to the existing curb cut. Prior to any construction of the public
improvements, the necessary right-of-way construction permit(s) and respective licensing will need to be
submitted for processing by the City.
2. Site constraints do not allow for 2 drivecuts. (\AY
3. Completion of the Application for Dumping/Landfill Permit. A copy of this permit has been included with
this review.
4. A copy of the property deed is required by the City Surveryor. l.
Please call me at 303-235-2868 if you have any questions.
cc: Steve Nguyen, Traffic Engineer
Dave Brossman, City Surveyor
File
2736funtlXU,ingJefinnilYI11fID
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BUILDING INPSECTION DIVISION
Code Correction List
December 4,2001
Owner:
Coverdale
Builder:
Moore Brothers Const.
Address:
2736 Fenton Street
Description:
New Single Family Dwelling
"~rovide a stamped soils report.
2. Provide a site plan showing existing spot elevations or contours and proposed spot
elevations or contours.
3.l'Show driveway location and size on site plan. Is curb cut existing or new?
4. "Provide exterior weatherproof GFCI outlet at front and rear exterior doors.
5. "'Show smoke detectors on floor plan.
6. "'Provide GFCI outlet at 12" counter space next to range.
7. '.Provide stamped footing/foundation wall detail.
8.'('Label one-hour firewall between garage and house.
9./Provide exhaust fan in downstairs bath.
10. Provide exterior deck structure and guardrail detail.
; 11. Provide eave vent detail.
Please make these additions or corrections to the submittal and resubmit for review, if you have
any questions or comments please feel free to contact me at 235-2853.
Revision I
----
Revision Description Sheet
No. No.
- Rev. I-I Submit original stamoed soils report ~_"A.
.... Rev. 1-2 Site olan with soot elevations 1,7
- Rev. 1-3 Drivewav Location & size 1,7
,... Rev. 1-4 Ext. WeatherproofGFCI Outlet 2,3
Rev. 1-5 Note location of smoke detectors 2,3
Rev. 1-6 GFCI outlet at counterspace next to range 2
Rev. 1-7 Stamped footing/foundation wall detail 6
Rev. 1-8 One hr firewall at garage iuncture 5,6
Rev. 1-9 Label exhaust fun- downstairs bath 3
Rev. 1-10 Exterior deck structure & handrail detail 4
Rev. I-II Eave vent detail 5
"
/
--
--
/
RISA-2D (R) Version 4.01
Van Dyke Engineering
9542 W. Louisiana Ave.
Lakewood, CO 80232
Job :
Page: 1
Date: 11/29/01
File: 2K-61
Coverdale residence
centerline foundation beam
=======================================================
=
Uni ts. . . . . . . . . . . . . . . . . . . . . . . . . . . .. US Standard
Steel Code........................ AISC 9th Edition
Allowable Stress Increase Factor.. 1.333
Include Shear Deformation......... Yes
No. of Sections for Member Cales.. 5
Do Redesign....................... Yes
P-Delta Analysis Tolerance........ 0.50%
===========================< Joint Coordinates >============================
Joint X Y Joint
No Coordinate Coordinate Temperature
------------------ft------------ft------------oF----------------------------
1 0.000 0.000 0.00
2 12.420 0.000 0.00
3 22.420 0.000 0.00
4 34.670 0.000 0.00
5 47.170 0.000 0.00
==========================< Boundary Conditions >===========================
Joint +----- Translation -----+
No X Y Rotation
------------K/in--------K/in------K-ft/rad----------------------------------
1 Reaction Reaction
2 Reaction Reaction
3 Reaction Reaction
4 Reaction Reaction
5 Reaction Reaction
==========================< Materials (General) >===========================
Material Young's Shear Poisson's Thermal Weight Yield
Label Modulus Modulus Ratio Coef. Density Stress
-------------Ksi----------Ksi----------------10-50F----K/ft3-------Ksi------
STL 29000.00 11154.00 0.3000 0.65000 0.490 36.00
================================< Sections >================================
Section Database Material As As I I T
Label Shape Label Area 0,2 1,3 1,3 0,2 C
------------------------------in-2----------------in-4----------in-4--------
SEC W6X15 STL 4.43 1.2 1.2 9.32 29.10
================================< Members >=================================
Memb Joints Rotate Section Releases Offsets Inactive?
No. I J 900 Set I:AVM J:AVM I-End J-End Label Length
--------------------------------------------in-------in---------------ft----
1 1 2 SEC 12.42
2 2 3 SEC 10.00
3 3 4 SEC 12.25
4 4 5 SEC 12.50
RISA-2D (R) Version 4.01
Van Dyke Engineering
9542 W. Louisiana Ave.
Lakewood, CO 80232
Job :
Page: 2
Date: 11/29/01
File: 2K-61
Coverdale residence
centerline foundation beam
==========================< AISC,NDS Parameters >===========================
Section Length Lb-out Lb-in Lcomp K K Cm Cb,B Sway
Member Set Ie-out Ie-in Ie-bend out in CH 0 i
---------------ft------ft------ft------ft-----------------------------------
1 SEC 12.42
2 SEC 10.00
3 SEC 12.25
4 SEC 12.50
===========================< Redesign Criteria >============================
Section Depth Width Unity Check
Set Maximum Minimum Maximum Minimum Max Min
------------in---------in---------in---------in-----------------------------
SEC 44.00 2.00 24.00 1.00 0.95
==========================< Basic
BLC Basic Load Case
No. Description
Load Case Data >==========================
Load Type Totals
Nodal Point Dist.
1
TOTAL LOAD
4
====================<
Joints
Member I J
Member Distributed
Load Pattern
Label
Loads, BLC 1
Pattern
Multiplier
>=====================
1
2
3
4
1
2
3
4
2
3
4
5
UNIFORM
UNIFORM
UNIFORM
UNIFORM
1.0000
1. 0000
1.0000
1.0000
=============================< Load Patterns >==============================
Pattern Magnitudes Locations
Label Dir Start End Start End
-------------------K/ft,F----------K/ft,F-----------ft or %-------ft or %---
UNIFORM Y -0.812 -0.812 0.000 0.000
===========================< Load Combinations
No.
Description
BLC Fac BLC Fac BLC
>============================
RWPE
Fac BLC Fac BLC Fac SSdv
----------------------------------------------------------------------------
1 TOTAL LOADS
Y
-1
1
1
H1~A-lD (H) Vers10n 4.U1
Van Dyke Engineering
9542 W. Louisiana Ave.
Lakewood, CO 80232
Job :
Page: 3
Date: 11/29/01
File: 2K-61
Coverdale residence
centerline foundation beam
----------------------------------------------------------------------------
----------------------------------------------------------------------------
Dynamics Input:
Number of Modes............ 3
Load Combination Number.... 1
Acceleration of Gravity.... 32.20
Convergence Tolerance...... 0.001
Converge Work Vectors...... No
ft/sec-2
================< Joint Displacements, LC 1: TOTAL LOADS >================
Joint +------- Translation -------+ Rotation
No X Y 0z
-------------in-------------in------------rad-------------------------------
1 0.000 0.000 -0.00715
2 0.000 0.000 0.00281
3 0.000 0.000 -0.00127
4 0.000 0.000 -0.00139
5 0.000 0.000 0.00657
====================< Story Dr1ft, LC 1 TOTAL LOADS >====================
Story +--- X Direction ---+
No. Joint Drift % of Ht
---------------in-----------------------------------------------------------
No Stories Defined...
=====================< Reactions, LC 1: TOTAL LOADS >=====================
Joint +--------- Forces ----------+ Moment
No X Y Mz
-------------K--------------K-------------K-ft------------------------------
1 0.00 4.18 0.00
2 0.00 10.74 0.00
3 0.00 8.09 0.00
4 0.00 11.96 0.00
5 0.00 4.04 0.00
Totals: 0.00 39.01
Center of Gravity Coords (X,Y,Z) (ft) 23.585, 0.000, 0.000
===============< Member Section Forces, LC 1 TOTAL LOADS >===============
Member Joints Section
I J Axial Shear Moment
----------------------------K--------------K-------------K-ft---------------
1 1- 2 1 0.00 4.18 0.00
2 0.00 1.61 -9.00
3 0.00 -0.95 -10.02
4 0.00 -3.52 -3.07
5 0.00 -6.09 11.86
----------------------------------------------------------------------------
2
2-
3 1
2
3
0.00
0.00
0.00
4.65
2.58
0.51
11.86
2.82
-1.05
RISA-2D (H) Version 4.01
Van Dyke Engineering
9542 W. Louisiana Ave.
Lakewood, CO 80232
Job :
Page: 4
Date: 11/29/01
File: 2K-61
Coverdale residence
centerline foundation beam
===============< Member Section Forces, LC 1: TOTAL LOADS >===============
Member Joints Section
I J Axial Shear Moment
----------------------------K--------------K-------------K-ft---------------
4 0.00 -1.55 0.25
5 0.00 -3.62 6.72
----------------------------------------------------------------------------
3 3- 4 1 0.00 4.46 6.72
2 0.00 1. 93 -3.08
3 0.00 -0.60 -5.12
4 0.00 -3.13 0.60
5 0.00 -5.67 14.08
----------------------------------------------------------------------------
4 4- 5 1 0.00 6.30 14.08
2 0.00 3.71 -1. 56
3 0.00 1.13 -9.11
4 0.00 -1. 46 -8.60
5 0.00 -4.04 0.00
----------------------------------------------------------------------------
==================< Member Stresses, LC 1 : TOTAL LOADS >==================
Member Joints Section Bending Bending
I J Axial Shear Top Bottom
---------------------------Ksi-----------Ksi-----------Ksi----------Ksi-----
1 1 2 1 0.00 3.64 0.00 0.00
2 0.00 1.41 11.11 -11.11
3 0.00 -0.83 12.37 -12.37
4 0.00 -3.07 3.79 -3.79
5 0.00 -5.31 -14.65 14.65
2 2 3 1 0.00 4.05 -14.65 14.65
2 0.00 2.25 -3.48 3.48
3 0.00 0.45 1.30 -1.30
4 0.00 -1. 35 -0.31 0.31
5 0.00 -3.15 -8.29 8.29
3 3 4 1 0.00 3.89 -8.29 8.29
2 0.00 1.68 3.80 -3.80
3 0.00 -0.52 6.32 -6.32
4 0.00 -2.73 -0.74 0.74
5 0.00 -4.94 -17.39 17.39
4 4 5 1 0.00 5.48 -17.39 17.39
2 0.00 3.23 1. 92 -1. 92
3 0.00 0.98 11.26 -11.26
4 0.00 -1. 27 10.62 -10.62
5 0.00 -3.52 0.00 0.00
Van Dyke Engineering
9542 W. Louisiana Ave.
Lakewood, CO 80232
RISA-2D (R) Version 4.01
Job :
Page: 5
Date: 11/29/01
File: 2K-61
Coverdale residence
centerline foundation beam
================< Member Deflections, LC 1 TOTAL LOADS >=================
Member Joints Section
I J x y L/n
---------------------------in----------in-----------------------------------
1 1 2 1 0.000 0.000 NC
2 0.000 -0.228 655.0
3 0.000 -0.291 512.8
4 0.000 -0.169 881.7
5 0.000 0.000 NC
----------------------------------------------------------------------------
2
2
3 1
2
3
4
5
0.000
0.000
0.000
0.000
0.000
0.000
0.029
0.017
0.013
0.000
NC
4082.9
6978.8
9273.4
NC
----------------------------------------------------------------------------
3 3 4 1 0.000 0.000 NC
2 0.000 -0.072 2043.0
3 0.000 -0.097 1512.3
4 0.000 -0.037 4016.0
5 0.000 0.000 NC
----------------------------------------------------------------------------
4 4 5 1 0.000 0.000 NC
2 0.000 -0.137 1093.0
3 0.000 -0.257 584.0
4 0.000 -0.208 722.5
5 0.000 0.000 NC
----------------------------------------------------------------------------
=============< Member AISC Unity Checks, LC 1: TOTAL LOADS >==============
Member Joints Unity Shear ASD
I J Chk Loc Chk Loc Fa Fb Cb Cm Eqn.
---------------------------------------Ksi------Ksi-------------------------
1 1 2 0.700 5 0.368 5 12.63 20.93 1.00 0.85 Hl-2
2 2 3 0.678 1 0.281 1 15.05 21.60 1.00 0.85 Hl-2
3 3 4 0.819 5 0.343 5 12.81 21.22 1.00 0.85 Hl-2
4 4 5 0.836 1 0.381 1 12.54 20.80 1.00 0.85 Hl-2
==============< Member NDS Unity Checks, LC 1 TOTAL LOADS >==============
Unity Shear
Memb Chk Loc Chk Loc Fe' Ft' Fb' Fv' RB CL CP Eqn
--------------------------Ksi----Ksi----Ksi----Ksi--------------------------
==================< Redes1gn Shapes, LC 1 : TOTAL LOADS >==================
Section Suggested Alternate Shapes
Set Member 1st Choice 2nd Choice 3rd Choice 4th Choice
SEe
4
W6X15
W5X16
W6X16
W8X18
RISA-2D (R) Version 4.01
Van Dyke Engineering
9542 W. Louisiana Ave.
Lakewood, CO 80232
Job :
Page: 6
Date: 11/29/01
File: 2K-61
Coverdale residence
centerline foundation beam
=================< Material Takeoff, LC 1 TOTAL LOADS >==================
Section Database Total Total
Set Shape Length Weight
-----------------------------------ft----------------K----------------------
SEC W6X15 47.17 0.71
Total Wts: 0.71
~..."':.... ..........
LOT 31, /1M) THE NORTH 1/2 OF
LOT 30, BLOCK 12, PRINCESS
RESUBOIVISION OF BLOCKS 11
.ANn I? IAKESIQE. COUNTY OF.
~EFFERSON, STATE OF COLORADO
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SURVEY II DRAWN USING
I'LATTtOAHOoUS OR
HAlUHOIAHO DIMENSIONS.
"7. If.. ~a I
SOIL ANALYTICS AND FOUNDATION
ENGINEERING, INC.
MICHAEL A. LAIRD, P.E., PRESIDENT
CONSULTANTS IN CIVIL ENGINEERING
10450 WEST VIRGINIA AVENUE
LAKEWQOD. COLORADO 80226-2648
JOB #4019
303-988-9229
September 26, 2001
Mr. Joe Coverdale
3010 Depew
Wheat Ridge, Colorado 80214
Telephone: (H) 303-238-6589
(M) 720-940-3567
Subject: Subsurface exploration for a proposed new residence to be
constructed on a previously developed property with the address
2736 Fenton Street, Wheat Ridge, Colorado. Legal description: Lot
31 and the north 1/2 of Lot 30, Block 12, Princess Resubdivision of
Blocks 11 and 12, Lakeside, Jefferson County, Colorado.
Dear Mr. Coverdale:
As requested, we conducted a subsurface exploration to develop
recommendations for foundation design at the subject site on September 13,
2001. The subsurface exploration was performed by drilling two test borings
to depths of 25'-0" and 20'-0" within the planned construction area. The
locations of the test borings and the logs of subsurface materials are enclosed.
The discussion and recommendations presented below are based on the
results of data gathered during the subsurface exploration, observation of
general field conditions, and previous experience in the area with similar
materials.
PROPOSED CONSTRUCTION
As we understand, the existing small one-story house at the site will be
scrapped and a new residence with a garden level basement and an attached
garage will be built at the site. The depth of the foundation excavation and
construction is expected to range from a minimum of 2'-0" to a maximum of
about 5'-6". Foundation loadings for the proposed construction should be
relatively light.
SITE AND SUBSURFACE CONDITIONS
The site of the proposed construction is a gently sloping developed parcel in
an urban residential area. The existing house, which will be razed, appears to
be at least 50 years old or older.
Mr. Coverdale
Soil Analytics
-2-
September 26, 2001
Job #4019
The new structure will be placed over the area of our two foundation test
borings, whose locations are shown on Figure 1. Generally speaking, the
ground surface in the proposed construction area slopes towards the south at
about 3 to 4 percent. The existing ground cover consists of the old structure
and sparse grass.
Subsurface conditions in the area of the two test borings are variable with
depth below groundlevel. Foundation Boring #1, which was drilled in the
south portion of the building site, encountered variable consistency and
moist topsoil materials from groundlevel to a depth of 1 '-6"; medium to stiff
consistency and moist sandy clays from 1'-6" to 11'-6"; very stiff and moist
clays from 11'-6" to 17'-0"; and hard and moist claystone bedrock materials
from 17'-0" to at least 25'-0", the maximum depth explored. Foundation
Boring #2, which was drilled in the northeast portion of the building site,
encountered variable consistency and moist topsoil materials from
groundlevel to a depth of 1'-6"; medium to stiff consistency and moist sandy
clays from 1'-6" to 12'-0"; very stiff and moist clays from 12'-0" to 18'-0"; and
hard and moist claystone bedrock materials from 18'-0" to at least 20'-0". No
free water formed in the borings while we were at the site.
TEST RESULTS AND GEOTECHNICAL CONSIDERATIONS
The subsoils at the site were carefully observed as the cuttings were recovered
from the test borings, and the resistance of the materials to the advancement
of the drilling augers was noted. In addition, Field Penetration Tests were
performed at selected depths to assist in evaluating the allowable bearing
value of the soils and to provide undisturbed samples for precise
examination and for testing in a one-dimensional consolidation unit.
Based on the results of the exploration combined with previous experience
with similar subsoil conditions, the most pertinent foundation engineering
characteristics and considerations at the site are as follows:
1. The upper topsoils encountered to 1'-6" may contain organic
material, fill, and incompetent components. It is assumed and
required that all topsoil and old fill be completely removed from
the locations of new foundations and slabs.
2. Below the topsoil the borings encountered generally low
swelling sandy clays with a moderate bearing capacity at and
substantially below the proposed bearing levels. These soils are
acceptable for controlled pressure footing foundations provided
Mr. Coverdale
Soil Analytics
-3-
September 26, 2001
Job #4019
excessive post construction sub grade wetting does not occur.
Excessive long term subgrade wetting is very undesirable because
of the negative effect it can have on long term structural
performance. The sub grade soils need to be well protected from
post construction wetting and the pressures applied by the
foundations to these soils need to be carefully designed to be
within approved minimum and maximum values.
3. Medium to high swelling materials were encountered below a
depth of 11'-6". The clays encountered below this depth to at
least 17'-0" have a medium or greater swell rating. The
claystone bedrock encountered below 17'-0" has a high swell
rating. Therefore, it is essential that the depth of foundation
excavation and construction be limited to no more than 6.5 feet
to provide an ample cushion layer over the medium to high
swelling materials.
FOUNDATION RECOMMENDATIONS
Controlled Pressure Foundation System With A Limit Of 6.5 Feet On The
Maximum Depth Of Foundation Excavation And Footing Construction
Provided that the owners take special precautions to prevent excessive
wetting of the subgrade and carefully follow all of the recommendations and
requirements of this report in the construction of the foundation system,
then it appears feasible to support the structure using a controlled pressure
foundation system. (If a deep basement is constructed, it will be necessary to
change the recommendations to provide for a system of drilled shafts and
grade beams.) Pressure foundations for the proposed building which are
constructed according to the recommendations of this report and which are
constructed no deeper than 6.5 feet below the original ground level so as to
leave an ample cushion over the underlying medium to high swelling
materials should be designed for a maximum allowable soil bearing pressure
of 2,400 psf and for a minimum dead load pressure of 650 psf, or as high as
practical. According to these criteria, foundations will probably be designed
and constructed as properly proportioned spread footings or as grade beams
and pads in lightly loaded areas. The final determination of actual
foundation sizes and areas will be made based on the plans for the proposed
building, the criteria given above, and calculations by the foundation design
engineer. All foundations must be placed sufficiently deep below final
exterior grades to provide protection against frost action. In addition, we
recommend that all concrete foundation walls contain sufficient horizontal
Mr. Coverdale
Soil Analytics
-4-
September 26, 2001
Job #4019
reinforcing to enable them to span an unsupported distance of at least 15 feet.
A 4 inch thick void form material should be used beneath the portions of all
foundation walls that are to be constructed as grade beams spanning between
pads. Great care should be taken to maintain the integrity of the void
forming material during construction and to prevent collapsing it during
backfilling.
The excavation should be made with a front end loader by an experienced
operator. All upper disturbed and incompetent soils should be completely
removed from foundation bearing areas to avoid settlement. Great care must
be taken not to undercut the base of the excavation. If the excavation is
undercut, the low areas should be levelled and the grade restored using
properly compacted recycled concrete structural fill. Do not use clay soils as
compacted fill below pressure footing foundations or concrete slabs-on-grade.
If the clay soils at the site are compacted to higher densities than natural, they
will tend to become more expansive and have a greater damage potential
than is indicated by the attached test results.
LIMITATION ON THE DEPTH OF FOUNDATION EXCAVATION AND
FOOTING CONSTRUCfION
As previously noted, the materials which were encountered below a
minimum depth of 11.5 feet have a medium to high swell rating. In order to
leave an ample protective cushion over the underlying materials, the depth
of foundation excavation and construction should not exceed 6.5 feet below
the existing groundleveI. If the excavation exceeds 6.5 feet the risk of post
construction foundation movement will increase.
PROTECfION OF CLAYEY SOILS FROM
DRYING AND OVERCOMPACfION
As previously noted, the sandy clay soils which were encountered at planned
bearing levels are low swelling materials at existing density levels and
moisture contents. The subsoils must be prevented from drying during
construction since they will become more expansive if they dry to higher
density levels and lower moisture contents. If the excavation is made in hot
weather without the footings being placed soon thereafter, drying can be
prevented by covering the surface of the excavation with an impervious
moisture barrier which is removed only when the concrete is poured for
footings and fIatwork. Likewise, the foundation soils should be preserved at
existing density levels, since they will become more expansive at higher
density levels.
Mr. Coverdale
Soil Analytics
-5-
September 26, 2001
Job #4019
PREPARATION OF UNSUITABLE FOUNDATION BEARING AREAS
Extreme care must be used in the preparation of all foundation bearing areas
since the minimum dead load pressures used to resist swelling could result in
excessive settlement if incompetent materials are present. Prior to
foundation construction the base of the completed excavation should be
thoroughly prepared. All unsuitable foundation materials, including all
loose, incompetent, disturbed, and frozen soils, must be completely removed
from foundation bearing areas and the resulting excavation backfilled with
good quality, non expansive, structural fill materials (recycled concrete is
acceptable) compacted to 100 percent of maximum standard Proctor density at
optimum moisture content. All structural fill must be compacted in 8-inch
lifts to the stated density level and moisture content. The compacted backfill
must extend upward to the level of all structural foundation elements.
LATERAL EARTH PRESSURES ON FOUNDATIONS
The upper sandy clays at the site are fair materials for use as backfill behind
foundation walls when properly placed. However, they can result in
increased lateral pressures if they are overcompacted and if they are wetted
and swell after construction, or they can settle and result in poor drainage if
they are not compacted. The best material for wall backfill is a non expansive
low permeability structural fill such as recycled concrete. As an option, the
most friable and loamy of the excavated materials can be segregated,
stockpiled, and evaluated for use as backfill behind walls. Assuming that the
backfill behind foundation walls is carefully and lightly compacted using
hand equipment to the extent that it does not settle after construction, the
walls retaining such fill should be designed for an equivalent fluid unit
weight of at least 55 pounds per cubic foot. Care must be taken not to
overcompact the backfill or to operate heavy equipment above the
foundation wall backfill since this will result in excessive earth pressure on
foundation walls. The backfill should not be puddled since the trapped water
will percolate downward over time and cause underlying expansive materials
to swell or compressible soils to settle.
If the owner uses objectionable clayey materials as backfill in spite of the risks,
then the clays should be placed so'as to minimize the lateral pressures that
will be exerted on the foundation walls by compaction or subsequent
swelling. Heavy compaction must not be performed since overcompaction
will not only result in initial excessive earth pressures but will cause the soils
to develop higher swelling pressures if they are wetted. The greater the
density of a clay material, the greater will be its swelling characteristics, other
Mr. Coverdale
Soil Analytics
-6-
September 26, 2001
Job #4019
factors being equal. For this reason, clay backfill behind foundation walls
should be only lightly compacted by hand equipment to about 88 percent of
standard Proctor density at optimum moisture content. While low densities
are desirable to lessen lateral pressures on walls, if they are too low the
backfill may settle after construction. Therefore, the desired density is the
lowest density needed to prevent settlement of the backfill after construction.
If swelling of the backfill becomes a factor, extremely high pressures can result
which equal the swelling pressure of the material. If clays are used as backfill
for foundation walls, the walls should be designed to resist an equivalent
active case fluid unit weight of at least 70 pef.
FOUNDA nON REINFORCING
All foundation grade beams must be well reinforced in accordance with the
structural requirements. Refer to the foundation design prepared by the
structural engineer.
FLOOR CONSTRUCTION
As previously noted, the soils at the base of the proposed garden basement
level are expected to have a low swell rating. Since it is not possible to
concentrate enough dead load on floor slabs to counteract the developed
swelling pressures of underlying expansive materials, we anticipate that any
floors constructed as slabs-on-grade on the natural materials at the site may
experience some post construction movement upon wetting of the sub grade.
The test results suggest that future slab movements are likely to be low but
not severe.
If the owners wish to eliminate the possibility of floor heaving, then the only
reliable solution to our knowledge is the construction of a structural floor
with an air space below the floor.
If the owners do not utilize a structurally supported floor system over an air
space but construct slabs bearing on subgrade materials, then the construction
of all floor slabs above soil materials and under conditions where some uplift
could occur after construction must utilize the following details and
precautions. While these details will not necessarily prevent slab
movements, they will help prevent the slab movements that do occur from
affecting either the foundation or the superstructure of the building.
1. Do not use compacted clay to support slabs-on-grade unless it is
compacted to about 92 percent of maximum standard Proctor
Mr. Coverdale
Soil Analytics
-7-
September 26, 2001
Job #4019
density at optimum to optimum plus 3 percent moisture
content. The use of compacted clay placed at higher density
levels and lower moisture contents will result in an excessively
expansive fill. Maintain the clays at existing moisture contents
and density levels to prevent them from becoming more
expansive than indicated by the test results.
2. Separate the slabs from all bearing members and utility lines to
allow their independent movement--construct "floating" slabs.
Provide positive control joints at the junction of the slabs with
foundation walls, and provide frictionless sleeves for all
columns and utility lines which pass through slabs.
3. Joints should be scored in the slabs at maximum 200-square foot
areas.
4. If hot-water heat is used, the piping should not be placed beneath
the concrete slab. If a forced-air furnace is used, a minimum
2.S-inch collapsible connection should be provided between the
furnace and the heat ducts. Provide flexible connections for all
slab bearing mechanical equipment to allow for at least 2.5
inches of vertical movement.
5. Construct a minimum 2.S-inch slip joint above or below all
partitions located immediately above concrete slabs-on-grade.
6. Do not use rigid floor coverings such as wood or tile which will
readily reflect even slight movement or cracking of the concrete
slab. Rather, use a carpet floor covering which can be expected to
be generally unaffected by any cracking or movement of the slab.
In addition, good backfill and surface drainage should be provided, and lawn
irrigation minimized, as discussed later in this report.
BACKFILL AND SURFACE DRAINAGE
The recommended foundation may not be able to withstand prolonged
excessive wetting of the supporting soils without undesirable results, as
previously mentioned. In view of the subsurface conditions at the site, the
foundation soils should be protected from being excessively wetted after
construction. This can generally be assisted by using a low permeability
backfill and by compacting the backfill sufficiently so that it does not settle
rvir. Coverdale
Soil Analytics
-8-
September 26, 2001
Job #4019
following construction. The backfill should be free of debris and should be
compacted taking into account the considerations described in the previous
section on lateral earth pressures. Some water may be blended with the
backfill in the stockpile but away from foundation locations to permit proper
compaction; however, the backfill must not be puddled. In addition, a berm
may be constructed adjacent to the foundation walls to allow for a good slope
away from the building even if some settlement should occur. Precautions
must be taken to prevent the entrapment of free water within any portion of
the excavation during construction.
If any settlement should occur in the backfill, it could adversely affect utility
lines which transmit fluids and pass through the grade beam foundation
walls. It is not uncommon for such piping to shear at the foundation walls
due to movements in the backfill. It is recommended that the pipes pass
through slotted openings in the foundation walls or that flexible connections
be used to compensate for shifting of the foundation wall backfill. It is also
recommended that all water lines be carefully pressure tested prior to final
acceptance and that any leaks detected be repaired.
The final grade should be sloped well away from the structure on all sides. A
minimum slope of 12 inches in the first 10 feet is recommended. All
downspouts should discharge into extensions which slope away from the
foundation walls and extend beyond the limits of all backfill. The points of
discharge should be at least 7 feet from the foundation walls and good
drainage should be maintained at and beyond all discharge points.
All future owners of the structure should be advised of the presence of the
underlying low swelling materials, their potential detrimental effects to the
structure, and the need for keeping moisture away from the foundation and
slab-on-ground areas. In no event should an automatic sprinkler system be
installed next to the foundation walls. There should be minimal watering or
irrigation within 7 feet of the foundation walls. The ground surface in the
area may be lined with a suitable geotextile fabric to control plant growth.
The area next to the structure may then be covered with gravel, bark chips, or
other materials requiring no rainfall or irrigation. For landscaping in general,
we recommend the use of xeriscaping which requires little initial and long
term watering.
Mr. Coverdale
Soil Analytics
-9-
September 26, 2001
Job #4019
SUBSURFACE UNDERDRAIN
The results of the exploration indicate that an underdrain system should be
constructed in conjunction with the planned basement level construction.
Refer to the attached detail of a suggested foundation underdrain system.
The drain pipes should be at least 4 inches in diameter, should be placed
below the floor level, should be surrounded by free-draining granular
material, and should be graded to sumps at a minimum slope of 1 percent.
Provisions should be made to remove collected water from the sumps by
pumping or by gravity flow to a suitable daylight outlet. The drain system
should be constructed to relieve any water buildup in the exterior backfill
around foundation walls.
LIMITATIONS
The above recommendations are based on the exact location where the test
holes were drilled, the proposed construction, and the assumption that the
subsurface conditions do not vary greatly from those encountered in the test
borings. The exploration was conducted and the report has been prepared in
accordance with generally accepted geotechnical engineering practice in the
Denver area, and no other warranty, expressed or implied, is made.
This report has presented basic foundation design recommendations. If you
should have any questions, or if I can be of further service, please do not
hesitate to give me a call for clarification.
Sincerely yours,
~'~'C.'.~':w'
..c.... "" '" .'-.'-'.
. , " . .
"/,, ~": ,"." .'~':-':-~>_:_'",~:" ,~:::" ,
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Michael A. fqiird,;P. E.
Consulting ~Engineefi""C.
.,
'). q-2 ~.(ll
MAL/vjs
enc
DEPTH
LOG OF SUBSURFACE CONDITIONS
(See Figure 1 for Test Hole Locations)
DESCRIPTION
FOUNDATION TEST BORING #1
0'-0" - 1'-6"
1'_6" -11'-611
11'-6" -17'-0"
17'-0" - 25'-0"
TOPSOIL (SC-CU, variable consistency, sand-clay mixture,
may locally contain organic material or fill, brown, moist.
SANDY CLAY (CU, medium to stiff consistency, low
plasticity, silty, light brown to buff, moist.
CLAY (CL-CHl. very stiff, moderate to high plasticity,
grades into claystone, tan-brown, moist.
CLAYSTONE BEDROCK. hard, high plasticity, gray-brown
with yellow staining, moist.
FOUNDATION TEST BORING #2
0'-0" - 1'-6"
1'-6" -12'-0"
12'-0" -18'-0"
18'-0" - 20'-0"
TOPSOIL (SC-CU, variable consistency, sand-clay mixture,
may locally contain organic material or fill, brown, moist.
SANDY CLAY (CU, medium to stiff consistency, low
plasticity, silty, light brown to buff, moist.
CLA Y (CL-CH). very stiff, moderate to high plasticity,
grades into claystone, tan-brown, moist.
CLAYSTONE BEDROCK. hard, high plasticity, gray-brown
with yellow staining, moist.
NOTES
1. The exploratory test borings were drilled on September 13, 2001.
2. The locations of the test borings are shown on Figure 1. It is not warranted
that the subsurface conditions given above are representative of
conditions at other locations and other times. In the event that conditions
different from those described herein are encountered during
construction, the soil engineer must be notified immediately.
3. No free groundwater formed in the borings while we were at the site.
TEST RESULTS
1. Field Penetration Test at S'-O"in Boring #1: 10 blows/foot.
2. Field Penetration Test at 10'-0" in Boring #1: 14 blows/foot.
3. Field Penetration Test at IS'-O"in Boring #1: 29 blows/foot.
4. Field Penetration Test at 2'-6" in Boring #2: 15 blows/foot.
5. Field Penetration Test at 7'-0" in Boring #2: 12 blows/foot.
6. Field Penetration Test at 20'-0" in Boring #2: 25 blows/ 6 inches.
N
SMALL ONE-STORY HOUSE TO BE REMOVED
FTB #2.
FLNTON
STREET
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FTB #1 .
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PROPOSED NEW HOUSE
2736 FENTON STREET, WHEAT RIDGE, COLORADO
LEGAL DESc..'RIITION: LOT 31 AND THE NORTH 1/2 OF LOT 30, BLOCK 12, PRINCESS
RESUBDIVISION OF BLOCKS 11 AND 12, LAKESIDE, JEFFERSON COUNTY, COLORADO
TEST HOLE LOCATION PLAN
1" = 20'-0"
FIGURE 1
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SOIL ANAL YTICS AND FOUNDATION ENGINEERING, INC.
ONE DIMENSIONAL SWELL/CONSOLIDATION TEST
SAMPLE FROM FOUNDA nON TEST BORING #1 AT A DEPTH OF 5'-0" (SANDY CLAY)
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SOIL ANAL YTIeS AND FOUND A nON ENGINEERING, INC.
ONE DIMENSIONAL SWELL/CONSOLIDATION TEST
SAMPLE FROM FOUNDATION TEST BORING #1 AT A DEPTH OF 15'-0" (CLAY)
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SOIL ANALYTIeS AND FOUNDATION ENGINEERING, INC.
ONE DIMENSINAL SWELL/CONSOLIDATION TEST
SAMPLE FROM FOUNDA nON TEST BORING #2
AT A DEPTH OF 20'-0" (CLAYSTONE BEDROCK)
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4-Mil Polyethylene along bottom of
excavation and glued to side of
foundation
4" Perforated Underdrain Pipe - Slope 1/8" per foot to
daylight outlet or sump. Provide 3" minimum dearance
all around pipe.
Sump Pit with Pump - Lateral drain
pipe in gravel layer discharges into
sump.
FOUNDATION UNDERDRAIN SYSTEM
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DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number:
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date:
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
12792
9/17/01
Property Owner:
Property Address: 2736 FENTON ST
Contractor License No. :
Company:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: 238-65S9
Phone:
(OWNER)(CONTRACTOR) SIGNED
DATE
Total:
$0.00
$50.00
$0.00
$0.00
$50.00
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
Use:
Description:
DEMO SMALL HOUSE
]fi~])
BUILDING DEPARTMENT USE ONLY
~
Approval: TRC
Zoning: R-1 C
SIC:
Sq. Ft.:
OK. 17 SEPT 01
--
Approval: OM
OK
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(4)
(5)
(6)
This permit was issued in accordance 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 Wheat Ridge, Colorado or any other applicable ordinances of the City.
This permit shall expire if (A) the work authorized 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.
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 are made 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 causing a drainage problem.
Contractor shall notify the Building Inspector twenty~four (24) hours in advance for all inspectIons and shall receive written approval on inspection card before
proceediing with successive phases of thei.ob.
The iss nce of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions
of th "' many oth., o'~inance, law, 'ul. oc ,.gulation.
(1)
(2)
(3)
~4r
~~/
~ "
- ~
U ~
eOL ORp..OO
Building Permit Number:
Date:
Property Owner:
Property Address:
Contractor License No.:
Company:
{YI, Ie c-
;;)736
5e I f-
Jj r a c:L.{(
Fe" f""
\- :t ce
51--
Phone: 30.;'
O.3yf S'.T<";
1
Phone:
OVi'1'1"ZRlCONTRACI'OR SIGNA..TUR.E OF UNDEB,STANDING A.J.'W AGREEM:ENT
I hereby certifY that the setback: distances proposed by this permtt application are.
accurate, and do not violate appLicable ordinances, rules or reguLations oithe Clty of
meat Ridge or covenants, easements or restrictions of record; that all measurements
sho'i'i'n, and allegations made ar:e accurate; that I bave [ead and agree to abi.de by all
conditions printed Oil this appLication and. that I assume full responsibility _ for
compliance with the 'W'beat Ridge Building Code (U.B.C) and all other appUcable
'Wheat Ridge Ordinances, for work under this permit /'1 ~ L
(OWNER)(CON1RACTOR):SrGNlID ~ ()f~DArn:d. ~ '1'-/Lj . ;;> ()(I(i
Description: t
~ s ()~~
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
Total:
.
ST~~'
~~
SIC:
BlJil,DING DEPARTMENT USE ONLY
ZONING COM~eNTS:
. Zoning:
~~
?--tc....
\1~
&1
..i...,..."'nu.,l.
"~l"'.t"~ v, u..&..
BWLDING COMMENTS: 4-
. Approval:.
7
PUBLIC WORKS COMMENTS:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Electrical Llcense No:
Company:
Plumbing License No:
Company:
Mechanical License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(L) Tills permit was issued in accordance with. the provisions set forth in your application a.ndis rubjectto the laws aftb.e State ofColonclo and to the Zonin.g
Regulatiolls a.nd Building Codes ofW1:J.eat Ridge, Colorado or my' other applicable ordinances of the City,
(2) This permit shall e1(pire if (A) the work authorized \s not commenced within. sixty (60) days from is.rue date or (B) the build..lrJ.g authorized is suspec.ded or
'aba.o.doc.ed for a period of 120 days.
(3) If this permit explre.s, a. new permit may be acquired for a. fee of one.b.alffue 3..I::lount llormally reqttired, provided no changes have been or will be made in
the original plans a.n.d specifications a.o.d my suspec.siou.or abandoo..o::.entha.s !lotex.ceededot\~ (1) year. Ifch<..:l.ges h.ave beell or ifsuspellSian.anba.o.danment
exceeds ao.e (l.) year, full fees .shall be paid far a !lew permit.
(4) Na work af my ma.a.n.er shall be done that wiU change the natural flaw afW'<lter callsmg a. drainage probLem.
(5) Cantra.ctor sha.llnotiiy theBuildingksPectort\>.tenty-fou.r(24) hours in advance far all inspections:lJld shill recelve ....m.tteo.a.ppro'nl an rospectioD. card before
proceeding I'o'ith successi.ve phases of the jab.
(6) The iss\.\ e of a. per:mt or the approval of dra'Ni...1.gs a.:Ld speci.Ecatious s.h.all ilot be coo..str"ed to be a. ;m:nit far, :::or an. approval of, an)' viol.a.tioo. of ib.e
the b "dln.g codes or any other ordin.ance.. taw, rule or rer.llation.
I
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7 9-0 0 6 0 5 8 1919.iiJAH <18 PM 2:28
Recorded at................................o'clock........n..M., ..................:.:......: ..."::.-:.-:u. .:'uu. n. ..... .... .:'h...:..........
COllntvof Jefferson StaID 01 Co
Reception No................ ............ ............ ...............__..n._._..._..........~..... .....n................... ...Recorder.
Tms DEED, Made this
day of January ,1979
5th
/-1
between
PEARL LOUISE BOTTINELLI
of the
County of Jefferson and State of Colorado, of the first part, and
MIKE R. BRADY AND JOSEPH L. COVERDALE at 165 Cook St.
of the City and County of Denver and State of
Colorado, of the second part:
WITNESSETH, That the said part y of the first part, for and in consideration of the awn of
EIGHTEEN THOUSAND FIVE HUNDRED AND NO/100_______________________________DOLLARs
to the said party of the first part in hand paid by said parties of the seeond part, the reeeipt whereof is
hereby confessed and acknowledged, ha 5 granted, bargained, sold and conveyed, and by these presents do es
grant, bargain, sell, convey and confinn, unto the said part ies of the second parttheirheirs and &ssirns for-
ever, ail the following described lots or parcel of land, situa~..e, lying and being in the
County of Jefferson and State of Colorado, to wit:
Lot 31 and the North one-half of Lot 30,
Block 12, PRINCE'S RESUBDIVISION OF BLOCKS
11 and 12, LAKESIDE, County of Jefferson,
State of Colorado.
Also known and numbered as 2736 Fenton Street
TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise
appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all
the estate, right, title, interest, claim and demand whatsoever of the said part Y of the first part, either in law
or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances.
TO HAVE AND TO HOLD the said premises above bargained and described with the appurtenances, unto the
said part ies of the second part, their heirs and assigns forever. And the said part y of the first part,
for herself, her heirs, executors, and administrators, do es covenant, grant, bargain, and agree to and
with the said part ies of the second part, theirl1eirs and assigns, that at the time of the ensealing and delivery
of these presents, she is well seized of the premises above conveyed, as of good, sure, perfect, absolute and
indefeasible estate of inheritance, in law, in fee simple, and ha 5 good right, full power and lawful authority
to grant, bargain, sell and convey the same in manner and fonn as aforesaid, and that the same are free and clear
from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever kind or
nature soever. Except general taxes and assessments for the year 1979, and subsequent
years, not yet due or payable, and all easements, restrictions, reservations and
rights-of-way of record, if any.
and the above bargained premises in the quiet and peaceable possession of the said parti e s of the second part,
their heirs and assigns against all and every person or persons lawfully claiming or to claim the whole
or any part thereof, the said party of the first part shall and will WARRANT AND FOREVER DEFEND.
IN WITNESS WHEREOF, the said party of the first part ha s hereunto set her hand
and seal the day and year first above written.
/2 I/O .//7,_. .
U;~.7~Il?"/l2f:;.:;,u~.....(SEAL)
Pearl Louise Bott1ne11i
................(SEAL)
...................(SEAL)
}ss.
STATE OF COLORADO,
County of Denver
Tbe foregoing instrument was acknowledged before me this
1979 ,by Pearl Louise Bottinelli
My commission expires October 21
:..'
... 1l11IjHIJI'I!I/:,.
~th '. ."dayo! January
. \" 'J/
. _\ V. ......... j
" 0 . "
;:' .:,:-:-\ 19\ 80;; W~tn~' .ss hand and official seal.
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,,' -.. . . ,:.. Notary Public.
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No. .32. W AJUtANTY DBD.-For Photo.-..apla1c a..e.....
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Reeorded a t.........n.......n............o'clock............M., ...................::......~...':~::._..~..._..._......h..:......:-.........
COllntvof JeHersen Stato of Cc
Reception NO....n..........__ ...uun .n......... .......h......................_...._._~_.._.n_._.....h.................Recorder.
Tms DEED, Made this
day of January . 1979
;-1
5th
between
PEARL LOUISE BOTTINELLI
of the
County of Jefferson and State of Colorado, of the first part, and
MIKE R. BRADY AND JOSEPH L. COVERDALE at 165 Cook St.
of" the Ci ty and County of Denver and State of
Colorado, of the second part:
WITNESSETH, That the said part y of the first part, for and In consideration of the sum of
EIGHTEEN THOUSAND FIVE HUNDRED AND NO/lOO______~__________________~_____DOLLARS
to the said party of the first part in hand paid by said parties of the second part, the receipt whereof is
hereby confessed and acknowledged. ha 5 granted, bargained, sold and conveyed, and by these presents do es
grant, bargain, sell, ~onvey and confinn, unto the said part ies of the second parttheirheirs and a8aiirlls for.
ever, ail the following described lots or parcel of land, situa~..e, lying and being in the
County of Jefferson and State of Colorado, !owlt:
Lot 31 and the North one-half of Lot 30,
Block 12, PRINCE'S RESUBDIVISION OF BLOCKS
11 and 12, LAKESIDE, County of Jefferson,
State of Colorado.
Also known and numbered as 2736 Fenton Street
TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise
appertaining, and the reversion and reversions, remainder and remainders, rents, iSBues and profits thereof, and all
the estate, right, title, interest, ~laim. and demand whatsoever of the said part Y of the first part, either in law
or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances.
TO HAVE AND TO HOLD the said prcmlses above bargaincd and described with the appurtenances, unto the
said part ies of the second part, their heirs and assigns forever. And the said part y of the first part,
for herself, her heirs, executors, and administrators, do es covenant, grant, bargain, and agree to and
with the said part ies of the second part, theirheirsand assigns, that at the time of the enaealing and delivery
of these presents, she is well seized of the premises above ~onveyed, as of good, sure, perfect, absolute and
indefeasible estate of inheritance, in law, in fee simple. and ha 5 good right, full power and lawful authority
to grant. bargain, sell and ~onvey the same in manner and fonn as aforesaid, and that the same are free and clear
from all fonner and other grants, bargains. sales. liens, taxes, assessments and en~umbran~es of whatever kind or
nature soever. Except general taxes and assessments for the year 1979, and subsequent
yearS, not yet due or payable, and all easements, restrictions, reservations and
rights-of-way of record, if any.
and the above bargained premises in the quiet and Peaceable possession of the said parti e s of the second part,
their heirs and assigns against all and every person or persons lawfully claiming or to claim the whole
, or any part thercof, the said party of the first part shall and will WARRANT AND FOREVER DEFEND.
IN WITNESS WHEREOF, the said party of the first part ha S hereunto set her hand
and seal the day and year first above written.
.............................. ................u....n.........n...................................-.
C?~.,f9~~.....(SEAL)
Pearl Louise Bottlnelli
.................................. ..........(SEAL)
. .............u...................n............n.n........n.... ..n..........
......(SEALl
}ss.
STATE OF COLORADO,
County of Denver
The fongoing instrument was acknowledged before me this
1979 . by Pearl Louise Bottinelli
My commission expires October 21
,.
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1IIIil'IlI'I.'I/
5th- .' ../'" day of January
. \~. --;F'
. \ v...... .'
, ("-~' .' """. " ",
/ ~~<.~ 19\~. 8D.") w.jtn~'S8 hand and official seal.
c.':';;iO.'r./ . ~ '
1I~2'.. ,~.._..'--::.......
,; . " _"_ .: Notary Public.
I .... . '. . .....
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No. .32.. WARRANTY DJl:ED.-Por PIIotonap1lle Record.