HomeMy WebLinkAbout10367-10371-10375-10379 W. 41st Avenuei CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:, �.
Job Address: �= "� _ �Ah) '��
Permit Number:
❑ No one available for inspection: t
Re -Inspection required: Yes �
When corrections have been made, schedule for re -inspection online at:
http✓/
Date
°0`' -INSPECTION RECORD °c°u�'�
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection , f
INSPECTION REQUEST LINE: (303) 234-5933
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Inspections will not be performed unless this card is posted on the project site.
"Request an inspection before 11:59 p.m. (midnight) to receive an inspection the followinu business div_**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date
Inspector Comments
Initials
Pier
Wall Sheathing
Concrete Encased Ground (CEG)
Sewer Service
Foundation / P.E. Letter
Mid -Roof
u" nloc roar c-nncrPrra rnnr 1 n lannrnminl 1 cr 1 nn nhwn 1 ...,..t:......
Underground/Slab Inspections
Date Inspector
Initials
Comments
Electrical
Wall Sheathing
Sewer Service
Mid -Roof
Plumbing
1
0 C 0 RoAll =-I 11 :4l@lRoll I a N Ie] rT:J 161"TIJ1 QUI Y-1 SWAUSTA'm =Ad ral"i 1r.'W' TT.tTG7tSL i 0"T.WA
Rough Inspections
Date
Inspector
Initi Is
Comments
Wall Sheathing
T1t___1
Mid -Roof
a /
1
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.
• --• •—•• -.-• _W_ r-.•... - • IU IVUyJ I 110lJVt.QV11D QIG 1.U111P1ULCU IIVIII LIIC r11U LJISLrict ana elec[ricai 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;
Job Address:\\/0 3 6 % k/-/ Z//
Permit Number:
/V --
i C 147-
❑ No one available for insp tion• im AM/PM
Re -Inspection required: No
When corrections have been made, c r re-Inspe� i at 303-234-5933
Date: /� Inspector: ,
C1"
G'
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
❑ No one available for inspection: Time i:' AM/PM
Re -Inspection required: Yes No i
When corrections have been made, call for re-in4pe tion at 303-234-5933
t ? ' II�/
Date: 6_- 11 `I ,� Inspector. W
City of Wheat Ridge
Residential Roofing PERMIT - 201706075
PERMIT NO: 201706075 ISSUED: 08/14/2017
JOB ADDRESS: 10367 W 41st AVE EXPIRES: 08/14/2018
JOB DESCRIPTION: Residential Re -roof for 10367, 10371, 10375 & 10379 W 41st to install GAF
Timberline HD asphalt shingles with 63 sq.
*** CONTACTS ***
OWNER (303)489-5167 VALLEYBROOK ASSOCIATION
SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2935 / JANA RAE, GARRISON, CONDOS/TOWNH BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 27,367.00
FEES
Total Valuation 0.00
Use Tax 574.71 ..SI,
Permit Fee 476.55
** TOTAL ** 1,051.26
*** 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.
r City of Wheat Ridge
yw' Residential Roofing PERMIT - 201706075
PERMIT NO: 201706075 ISSUED: 08/14/2017
JOB ADDRESS: 10367 W 41st AVE EXPIRES: 08/14/2018
JOB DESCRIPTION: Residential Re -roof for 10367, 10371, 10375 & 10379 W 41st to install GAF
Timberline HD asphalt shingles with 63 sq.
I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of theroperty and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attes that I am le ally authorized to include all entities named within this document as parties to the work to be
perfoymedjand that all work to be ptormed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRALTO ircle one) Date/ l
1. This permit was issued based on the inkflqRhation provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those d cuments, 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of an manner shall be performed that shall results in a changeof 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,BiW""FrW4
mit all not b construed to be a permit for, or an approval of, any violation of any provision of any
applicable codhis jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dan Schultz
�170'(o07, s - —
From: no-reply@ci.wheatridge.co.us
Sent: Wednesday, August 9, 2017 11:21 AM
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 3- or 4- Units
are on the property?
PROPERTY INFORMATION
Property Address 10367 W. 41st Ave (includes 10367, 10371, 0 75 and 10379
W. 41st Ave.)
Property Owner Name Valleybrook Association
Property Owner Phone 303-489-5167
Number (enter WITH
dashes, eg 303-123-4567)
105
17
Property Owner Email
Address
Do you have a signed
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed
Contract
Field not completed.
Yes
Valleybrook Contract (39).pdf
CONTRACTOR INFORMATION
Contractor Business J & K Roofing `� /� /j
Name J —
Contractor's License 019983
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone 303-425-7531
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address 13000 W. 43rd Dr., Golden Co 80403
(Primary address of your
business)
Contractor Email Address kathyv@jkroofing.com
Retype Contractor Email kathyv@jkroofing.com
Address
DESCRIPTION OF WORK
TOTAL SQUARES of 63 L,-'
the entire scope of work:
Project Value (contract 27367
value or cost of ALL
materials and labor)
Are you re -decking the No
roof?
106
Does the scope of the
project include a flat roof
(less than 2:12 pitch)?
Does the scope of the
project include a pitched
roof (2:12 or greater
pitch)?
How many squares are
part of the pitched roof?
Describe the roofing
materials for the pitched
roof:
Type of material for the
pitched roof:
Provide any additional
detail here on the
description of work. (Is
this for a house or
garage? What is the roof
pitch? Etc)
No 4_
Yes
W
GAF Timberline HD
Asphalt
In-line 4 plex - 6/12 Pitch
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work
may not begin on this
property until a permit
has been issued and
posted on the property.
Yes
Yes
Yes
107
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.
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Name of Applicant Kathy Vendegna
Email not displaying correctly? View it in your browser.
108
CONTRACTS ' 1
4
J&K Roofing
BBB' 13000 W. 43rd Drive • Golden, CO 80403 ,aea-sol j'
Phone: 303-425-7531 • Fax: 303-425-1562
www.jkroofing.com
Representative V�t-�"� 6r'L-S-Tz'qL Contact(? -70,2K,,, i Date �_ - 2017
Name A6�_XZA77�-Phone email
Address t os ro,? ILA `1 5� E� City - Zip %U
Pinnacol Assurance
303-361-4000
Workers Compensation Insurance
Policy #4079290
LABOR AND MATERIAL SPECIFICATIONS TERMS
AND CONDITIONS. PLEASE READ CAREFULLY:
T �ecover roof with �ZT�
P160—lor of shingles
anufacturer's Warranty
ear off � �-+�`. Lei -
nstall Underlayment is t
ouble all Eaves f
lash Chimne and/or Skylight Y" A -T
E"Iew Valleys '�`"c� LAI T_cz-AT_rz_
'T)4replace Ridge
Galvanized Fasteners l tl`{ %A+-✓
L�eplace �-L— Plumbing Jacks
aint roof stacks to match
nstall Z*Z., Metal Edging Z
$ atioor Flat roof
�_RYr Year Warranty on labor
P-51 K Roofing to furnish all material and labor
CL.P�rmit: %' 'Included NOT Included
N-CTe—an-up debris and haul off all trash from roof
oll yard with magnetic roller
,utters cleaned of roofing debris
king Repairs $1"0.per I
❑ Hidden Layers (tear off) $ per layer
(Policy
(Claim a) (Adjustor)
(Mortgage Go.) (Mortgage Loan Number)
Cincinnati Specialty Underwriters
303-653-0023
General Liability Insurance
Policy xt#rCS00061742
ra work �. �� 1 a,' P67— r3 s
The property owner isot using proceeds from
property and casualty insurance policy.
(j tsC7
Deductible if applicable $ - 1570
Per Colorado State Law CRS § 6-22-105 which states; 100%
the responsibility of the homeowner to pay this amount. J & K
Roofing will not reimburse or promise to reimburse in whole or
in part any amount of the deductible.
Estimated Start Date
TOTAL ESTIMATE $ �Sr S�-j-SAPA� kI�
ALL PROPOSALS ARE SUBJECT TO MANAGEMENT APPROVAL
J&K
Homt
Homt
Expiration Date
Date t C7
Date
Date
You have the right to recind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the
proceeds from a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after receiving
written notice from your insurance carrier that your claim has been denied in whole or in part. However, J & K Roofing is entitled to retain payments or
deposits to compensate for roofing work actually performed in a workmanlike manner consistent with standard roofing practices.
PLEASE SEE REVERSE SIDE FOR IMPORTANT INFORMATION
03/17/2010 WED 17:35 FAX 303 237 8929 303 Best way 0007/009
INSPECTION RECORD oGGUDaDGY,TvD� l
OINSPECTION LINE: (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
n .� tyr__
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS:
Footings /Caissons
Stemwall / (CEG) Concrete
Encased Ground
Reinforcing or Monolithic
Weatherproof French Drain
Sewer Service Lines
Fire Department
Water Service Lines
R.O.W & Drainage - INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD
Parking & Landscaping BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
"NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BYPLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY ISISSUED. FINAL INSPECTION BY THE BUILDING DIVI SI ON DOES NOT CONSTITUTE AUTHORIZATION
OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
"RINALS
Fire Department
R.O.W & Drainage - INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD
Parking & Landscaping BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
"NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BYPLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY ISISSUED. FINAL INSPECTION BY THE BUILDING DIVI SI ON DOES NOT CONSTITUTE AUTHORIZATION
OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
♦ 4' CITY OF WHEAT RIDGE
Building Inspection Division
��(
(303) 234-5933 inspection line
303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address. /0 3 e4
Permit Number:
❑ 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: 116 Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
.
r4000'r Residential Roofing PERMIT - 093577
PERMIT NO: 093577 ISSUED:.'.. 10/22/2009 -
JOB ADDRESS: 10379 'W 41ST AVE EXPIRES: .04/20/2010
DESCRIPTION:' Reroof. 16.2 sqs
***.CONTACTS
owner 303/517-0369 Valley Brook Apartments
sub 303/420-0986 Dan-.Cupit 06-0114 Professional Roofing, Inc.
**PARCEL `INFO
ZONE 'CODE: UA USE: UA
SUBDIVISION:- 0204 BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROJECT VALUATION: 2,890.12:
FEES
Permit Fee 108.30
Total Valuation , 00
Use Tax 52.02
TOTAL
460.32
Conditions:
6 nail installation mid roof inspection required Board sheathing spaced more
than a 1/2 of an inch apart requires plywood overlay on entire roof. ice and
aster shield: required from eave edge to 2'`-inside exterior' walls. `
***Contractor/Property owner shall :provide<ladder(s) secured in place fore:
inpsections.:
Subject to field inspection.
I hereby certify. that the setback distances proposed by this permit application are accurate, and do not violate:. applicable
ordinances, rules: or regulations of the City of Wheat Ridge'. or covenants, easements or restrictions of record;. that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat. Ridge Building Code '.(I.B.C) and all other
applicable Wheat R. rdina for. work r this permit. Plans subject to field inspection.
f /D V Z Z
Signature of contrac oe' ner 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. A 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 anew permit.
No 'work of any manner shall be done. that will change the natural flow of water causing adrainage 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,:,__
Theissuance of a permi7t of the approval of drawings and lspecifications shall; not be construed to be a permit for, nor
an approval ,Q f; y violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
All pla + gfi{p is subject to field inspections.
ignature f Chk/ef Building Official date
:NSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
EQUESTS MUST BE MADE BY 3PM. ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING' BUSINESS DAY.
~oFw"~?~o City of Wheat Ridge Building Division
m 7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
(co~oRAOO Inspection Line: 303-234-5933
Property Addrsss
Property Owner (please print):
Building Permit Application
Mailing Address: (if different than property address)
Address:
State,
Phone:
Contractor:
c
Contractor License M ~ '0z/~ Phone: v o3- Sao - e 511e
SWbContractors:
Electrical City License
Company:
Plumbing City License
Company
Mechanical City License
Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (description):- Construction Value: $ d • 1 7-
DBS6rlPtion Of WorJk'~(as calculated per the Building Valuation Data sheet)
0 C--rT~e /ICJ Plan Review (due at time of submittal): $
606fl cr// 5o J/i- Z:)k'6q' w~/P
Sq. Ft./L.Ft added: Squares BTU's Gallons Amps
I , `a-
OWNER/CONTRAC 'OR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all. conditions printed. on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject field inspection.
CIRLCE ONE:: (OWNER) N~~TRMA or (P~ERSONAL REPRESENTATI R) (C TRATOR)
PRINT NAME: 5 V GhA7{4 TO~~iV } y PCSIGNATURE: Date: O 22 -6
QEPARTi
s',COMMENTS:~.
,on'ing:
.Reviewer.
w
Bldg Valuation:
Date:
Plan M
Permit M
t!O
♦ i CITY OF WHEAT RIDGE
'0 Building Inspection Division
~ (303) 234-5933 Inspection line
(303) 235-2855 Office - (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: c%ytf-L Roo
Job Address: ✓rJ?,,, 7 4u V,4-7-
Permit Number: 051357G
, " IirJ ~ i r2 ~9/fiC7 .1s ~~f Tim
AL W
i
i
❑ No one available for inspection: Time r°'I,<' AM404
Re-Inspection required: es No
When corrections have been made, call for re -Inspection at 303-234-5933
Date: 9l6G1z~ Inspector: ~o
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: )4'/ k?ad4°
Job Address: 1 Ucf:
Permit Number: f~ ? Ga
Ee:
i;
E
❑ 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:
~t'99Inspector:,,°!/t°-d
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: c z z t n n CCU
Job Address: /D307 t 1 U-I _
Permit Number: ? '7
I
11 No one available for inspection: Time 11,
AJPM
Re-Inspection required: Y
`No
e_s
When corrections have been made, call for re inspection at 303-2345933
Date: 19 160~ Inspector: '
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
_r-
Residential Roofing PERMIT - 093576
PERMIT NO: 093576 ISSUED:: 10/22/2009
JOB.. ADDRESS.: 10367 W 41ST AVE 'EXPIRES: 04/20/2010
DESCRIPTION:.. Reroof 16.2 sqs
CONTACTS
owner 303/517-0369 Valley Brook Apartments
sub 303/420-0986 Dane. Cupit - 06-0114 Professional Roofing, Inc.'
PARCEL INFO
ZONE CODE: UA USE: UA
SU13DIVISION:.° 0204 ,BLOCK/LOT#: 0./
FEE SUMMARY ESTIMATED4 PROJECT VALUATION: 2,890.12
FEES
Permit Fee 108.30
Total Valuation , 00 1_"" `t.-...
Use Tax 52.02
TOTAL .160.32
Conditions:`
6 nail installation mid-roof inspection required.' Board sheathing spaced more
than :.a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and
water shield required from eave edge to 2' inside exterior walls.
***Contractor/Property owner shall.. provide.<ladder(s) secured in place for
inpsections.`
Subject to field inspection.
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances,: rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements. shown, andallegations -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 Whe} edge Ordinanc , for work der this permit. Plans subject to field inspection.
/6 7 -7
Signature of ccntracto /ovt'i "date
1. 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..
2. 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.
3. If, this permit expires, a new permit may be acquired for a fee o£'one-half the amount normally required, provided no
changes have been or will be made: in the 'original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment'. exceeds one (1) year, full fees shall
be paid for anew permit.
4. No work of any manner shall be done that will. change the. natural flow of water causing a drainage. problem.
S. 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 job4:
11 S. 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, a y violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
All plan vigw subject to field inspections.
Jw
Signature Chi Building: Official 'date
LNSPEC ON REQUEST LINE: (303)234-5933 BUILDING. OFFICE: (303)235-2855
0
REQUESTS MUST BE MADE BY 3PM. ANY BUSINESS DAY FOR rINSPECTION THE FOLLOWING 'BUSINESS DAY. -
N7HEq?
of City of Wheat Ridge Building Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 . Fax: 303-237-8929
~OCORao° Inspection Line: 303-234-5933
Building Permit Application
Property-Address: Jd&-7 W L) 1 51 v
Property Owner (please print): I(e 11 to y 15 f o~y- f-6gq P Phone: 363- S 1)- 636 ?
Mailing Address: (if different than property address)
Address:-~,;' ne r
City, State, Zip: LJ he.,4 Zc/5 e y C( '80035
Contractor: I Pe-w t Y'.c
Contractor License &"A/ Phone: 23 t1ZQ Lac-(' ~5 (Q
Sub Contractors:
Electrical City License
Company:
Plumbing City License
Company
Mechanical City License
Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval Approval:
Use of space (description): Pe, Qom; A C Construction Value: $ -2,8170 i Z
Descriptigr},of-Work' (as calculated per the Building Valuation Data sheet)
'Ness oI~ dyes 3Se
Plan Review (due at time of submittal): $
~~~laCe u-Vao'l ~)rZ9. Sh,n
Sq. Ft./L.Ftadded: Squares /6-2 BTU's Gallons Amps
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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection.
C/RLCE ONE:: (OWNER) ONTRACTO --oIIr __PERSONAL REPRESENTATIVE of (OW R) (C ATOR)
PRINT NAME: '47 I~W . CIS SIGNATURE: Date0-
ZZ C7
Date:
Plan
Permit
Bldg Valuation:
PE1ZMIttRACKING FORM
- \b37\ - \n,-l5 - \031~1 C 4\5z 1~s~-- COT 11~
DATE SUBMITiED a. -~-GG PERMIT NUMBER Qf~,~G TYPE OF PERMIT
GONTRACTOR P~NE~CK~ ~C~CnQS PHONE
OWNER PHONE
~ TYPE OF REQUEST AS~ -
Il
REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION ? YE5 ' NO N/A
GONDITIONS OF APPKOVAL
DATE IN DA7E OUT
~ ENGINEERING DEPARTMENT <-1, ~ Il -QCI 3 9
ON NOLb a-0-4q
y'`~3b ~ll~ ON NOLI~
~ PLANNING DEPARTMENT 4,- 5 - C1(:~ D, - \`l - qG
❑ FIRE DEPARTMENT
❑ GI1Y ARBORI57
❑ POLICE DEPARTMENT
l* SEWER DISTRICT W'~TRIDCS~
~ WATER DISTRICf l"LNMUTUP L 3- Ac~ -~ig
BUILDING DEPARTMENT ~ A~I SCl Wr~
ibyf4 q- t - 00
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
*
Correction Notice
Job Located at 103 7-i G-• y/
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:
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inspector for Building Dept
DO NOT REMOVE 'i4HIS TAG
FORM WR6•Yl
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Job Located at c-, Z/
Correction Notice
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inspector for Bullding Dept.
DO NOT REMOVE TFf(S TAG
FORM WR6-22
I have this day inspected this structure and these premises and
have found the foliowing violations of City and/or State laws gov-
erning same:
CERTIFICATE OF OCCUPANCY
CITY OF WHEAT RIDGE
Permit Number: 8839 7500 W. 29th Avenue Date Sept. 1, 2000
Wheat Ridge, Colorado 80215
This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above
permit numberand on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land
use and development laws of the City of Wheat Ridge, and may be occupied for the use specified.
OWNER Leo Davis II - ADDRESS 10379 W. 41st Avenue
Panache Homes Inc.
PROPERTYADDRESS 10379 W 41st Avenue Wheat Ridge CO 80033
LEGAL DESCRIPTION:
Lot 11, Green Mountain Subdivision, Wheat Ridge, CO
FOR THE FOLLOWING PURPOSE Single Family Dwelling _ 4 nlex Occupancy R-3
No change shall be made in the use of this building without prior notice and a new Certificate of
Occupancy from the City of Wheal Ridge
Chief Building Inspector
Zoning Administrator
For Mayor
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A Certificate of Occupancy or Completion has been requested for:
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BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at J~,2~6 7 Z.! , ~f
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inspector for Building Dept.
DO NOT REMOVE 7HIS TAG
FORM WR6-22
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:
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
Correction Notice
Job Located at ~~-567 - /d3 7 ~ v-,tJ, y/
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:
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inspector for Bultding Dept.
DO NOT REMOVE'`fHIS TAG
FORM WR6-72
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at r!~ 7- 7`l fJ'< V
t, n "
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inspector for Bulltling Dept.
DO NOT REIKOVE THIS TAG
FORM WR6d2
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:
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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)
Plumbing License No :18490
Company :BUCCINO PLUMBING
Expiration Date : 2/10/2000
8839
5/4/99
Property Owner :
Property Address :
10367, 71, 75, 79 W 41 ST AVE
Contractor License No. :
20160
Company :
Panache Homes Inc.
Approval :
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 responsibili for compliance with the Wheat Ridge Building
Code (U.B.CJ and all other applicable Whe~idge ordina .rj~e , forwork underthis permit.
(OWNER)(CONTRACTOR)
Building Permit Number
Date
Phone : 277-1699
Phone : 277-1699
Construction Value :
$480,000.00
Permit Fee :
$3,121.75
Plan Review Fee :
$2,029.14
Use Tax :
$7,200.00
Total:
$12,350.89
Use
Description : 4 Plex condos. Lot 11, Green Valley Sub.
BUILDING DEPARTMENT USE ONLY
BERM SIC : Sq. Ft. :
Approval : MLC Meets R-3 regulations. Per Sec. 26-30(N) all driveways must be hard
Zoning : R-3 surfaced
Okay
Approval: DM
Approval:GK See attached PW review sheet, ENGINEERING FEE $550.00
Occupancy : MF Walls : Roof : Stories : Residential Units : 4
Electrical License No
Company : To"*ftn t'"kil'`
Expiration Date : 4433
Approval :
Mechanical License No : 19796
Company : Direct Heating &
Airconditioning Inc.
Expiration Date : 12/19/99
Approval :
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subjec[ to the laws of the State of Colorado and to the Zoning
Regulations and Builtling Code of Whea[ Ridge, Colorado or any oiher applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorizetl is not commenced within sixty (60) tlays hom issue tlate or (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 for a fee of one-half the amount normally requiretl, provided no changes have been orwill be matle in the
original plans and specificalions antl any suspension or abandonmeni has not ezceedetl one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new pertnit (4) No work of any manner shall be done thatwill change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector hvenry-four (24) hours in advance Por all inspections and shall receive written approval on inspection card before
proceediing with successive phases of the jo6.
(6) The issuance of a permit or the approval of tlrawings and specifications shall not be construed to be a permit for, nor an approval of, any violaiion of the provisions
of the building codes or any other ordinance, law, rule or regulatioa -
Chief Building Inspectar
DEPARTMENT OF PLANNiNG AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date : ~
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80295 qPPLICATIo N
Property Owner: ~COA r%V/`S - yNl7A ~Y/cS
1o3o=103"1 ~`S~ Phone
Property Address : 3~g-_
Contractor License No. : ~
Company : AV15~e/r e_' e- P h o n e -a;~~
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certity that the setback distances proposed by this permit application are accurete,
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 responsibili for complia with the Wheat Ridge 8uilding
Code (U.B.C.) andall other applicable Whe~dge ordinc s, foryfdrk underthis permit.
(OWNER)(CONTR4CTOR)
Construction Value : ~8'Q~6O .
i
P~ermy,~it~F,ee : 3i /a~ • ~
4/214» ~^'K'
se Tax : 7 ap~.0 p
Total :
Use :
x~~.~;~"✓~~~~~ ~.6`/~y
Description :
BUILDING DEPARTMENT USE ONLY
~
20 ~ o ~CQ~S G~-3 14 S, ~`cRS~cC•db30~N~5 Sq Ft.~~;'r
: Approval:lYll.~ Q~C ~SA~S ~
tlCSSd S~~pU` ~c~i
Zonin9 - f~~euirain~~ p Jc 5• 3- R Y l9r+-~
Approval :
LQb~'L% Stt a#sAcd
Approval : ~ 51 :5 I'iq
Occupancy : Walls : Roof : Stories
` c rica ' ense No :
License
60
,
License No :
Eupiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
(1) This pertnit was issuetl in accordance with the pmvisions set fotth in yopur application and Is sub1'ect to the laws ol the Stale ot Cdorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable oNinances of the City. (2) This pertnit shall expire if (A) the work authonzetl is not commenced within siuly (60) days from issue tlale or (B) the building authoiized is suspended or
abandone0 for a penotl af 120 days. (3) If ihis pertnit expires, a new pertnit may be acquired for a tee of one-hal( the amount normally requiretl, provided no changes have heen or will be made in the
original plans antl specifiwlians antl any suspension or abandonment has not exceeded one (1) year. If changes are made or il suspension or abantlonment
exceeds one (t) year, full fees shall be paid tor a new permit
(4) No work of any manner shall be done that will change the naturel flow of water causing a d2inage problem. (5) ConVactor shall notify the Buildinglnspector twenry-four (24) hours in advance for all inspections and shall receive written approval on Inspeclion eard before
proceetliing with successive phases of the ob.
(6) The issuan a pertnil or fhe approval oil drawings and specificafions shall not be wnslrued to be a pertnit for, nor an approval of, any violatlon af the provisions
of the bui tl ifier ordinance, law, mle or regulatioa .
!
ChiefBuildi soector
I -
~\a.u.~ cJ r ec~
(~e,n Subim~-l~ i
\
DEPARTMENT OF PUBLIC WORKS
BUILDING PERMIT APPLICATION REVIEW
Date: ) 3 1 °m
CaseBuilding Pernut No.:
o~ w~r
ci m
c°toxP~0
Attention: Buitding Department
I have reviewed the attached materials submitted in application for approval of a r1G~~_
at the above referenced address. Please note the summary comments below.
1. % Boundary Closure: ~f OK _ Not OK; refer to stipulations.
2. Drainage:
a. Drainage plan and report needed _
b. Drainage plan not needed
c. Drainage provisions have been reviewed and aze found to be:
X OK Not OK; refer to stipulations.
3. ~ NPDES Permit Required: Yes ~C No
4. ✓ Legal Description: OK _ Not OK; refer to stipulations.
If not OK, please explain:
5. -ff~ Public Improvements:
a. street paving needed:
X Yes
No
b. curb and gutter needed:
~ Yes
_ No
c. sidewalk needed:
Yes
_ No
d. street lights needed:
Yes
x No
e. storm sewer needed:
Yes
X No
f. escrow required:
--jC- Yes
No
If an escrow is required, for what
improvements7
6.
7.
8. !
9. ,C
Amount of escrow:
Development Agreement required: _ Yes K No
If Yes, for
Traffic impact analysis and report required:
State Highway Access Pernut needed:
New roadway or alley R.O. W. dedication recommended:
If yes, what is recommended?
Yes ZC No
Yes X No
Yes Zc No
10. All exis ' dedicated roadways/alleys meet the standards of fhe City: Yes ~C No
If no, hic do not and what is requested: ~.¢2 i~-e.wi S a.e.ir
AL: Th
e Pu lic Work epartment has reviewed this request and hereby gives its
ppr ubject td stipulations.
APP 71-.,
~ $ 3 1 ~
Signa e eg Knudson Dat~
12. _ NO AP ROV : The Public Works Department has reviewed this request and does not give
its approval for the reasons stated:
Sigrrature Greg Knudson Date
13. Stipulations attached: _ Yes X
14. Summary Comments"`?/ ra%-.• G:tce.+Ioft lCttcr_ tts~irto(. oct-rke
C-L.frnms%idptmt2.&m
PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS
Date
. - 2~' • ~~oq~
Appiicant R4&e►4l.c.1nG ewn ac Phone #'io
Location of Construction (address)10''jy''.~-,~~ G~q 4~~T ~at• /
/
Purpose of Construction f1C_..j y"
' M.,l+j _ ~.+nntl
Building Permif Value ~r.►~ AGn . Commercial _ Residential ~
~
DEVELOPMENT REVIEW FEES (this section to be completed by City)
p0
Development Review Processing Fee: $50.00 $ 0 ~
Single Family Residential Review Fee: $25.00
[includes review of construction drawings forimprovements in public right-of-way] $ ~p-
Multi-Family/Commercial: .$50 minimum fee [confirmation of existing technical
documents]. $500.00 maximum fee [includes review of construction drawings for ~
improvements in public right-of-way, review of preliminary/final drainage study eo
and erosion control plan(s) if required] $ 50 O
Site Pian: $50.00 (Not applicable for single family residential)
Right-of -Way/Easement $40.00 + $5.00/page recording fee
Development Agreement Residential = $50.00 Commerciai = $100.00
State Highway Access Pertnit $75.00 application fee
Traffic Impact Review 8 Report $100.00 processing fee
Fiood Plain Variance: Class I=$75.00 Class II =$150.00
TOTAL REVIEW FEES: (due at time of building permit issuance)
$ O -
$
g
$
g
$
Please note that additional fees wili be assessed for those permits related to construction of
public improvements. If you have any questions, please feel free to contact the Development Review
office at 235-2868.
Signature of App' nt E , Date
-t Ot1IF~ -~%Mt 0✓b 2oar/1e-v1"1
7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215
The City of ~~OF WHEqT PO
GWheat ~ m
GRidge.
C'°coRa~o
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATE 5 3~ ADDRE55 G`Le+
Dear Contractor:
In conjunction with the approval of the building permit
application for the above referenced address, this letter is to
inform you that all existing public improvements located along
the frontage of said address shall be restored, (if damaged from
related construction) to an acceptable condition, as determined
by City of Wheat Ridge Public Works Department, and prior to the
issuance of a Certificate of Occupancy.
Prior to any construction commencing, the City's representative
will conduct an onsite inspection to determine the existing
condition(s)of the public improvements at this address.
u have any questioris, please contact me at 235-2868.
Vcere
lGreg Hnudson_ , M.P.A.
Development Review Engineer
cc: File
(303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235•2949
PLANNING & DEVELOPMENT
SUILDING PERMIT REVZEW CHECK LIST
Address: ~)T 1 ~ n3o-10nt -~03`I5
zoning: ~-3
Existing use: vQ,c Cmt,
Permit is for: L1-r~lpX (`t161C f~S
~C
Deed:
Survey:
Plot Plan:
STANDARDS
Required Proposed
Setbacks/Height:
~
Front:
Side: [ S ,
Side: \f\j
Rear: ?
Structure Height:
Coverages:
Building Coverage: ~pajp 3U ,7o
Lot Coverage:
Area and Width
Lot Area: 1~ O I_5 aaA.03
Lot Width: lnn_
Landscaping Requirements:
Landscaping Percentage: a~J o ~
Number of Street Trees: ~
Number of Trees/Shrubs:
Parking Requirements:
Required Parking Ratio:
Number of Spaces: (A_ ~
Number of Handicap:
Signs: Location Size/Area
Free Standing:
Wall:
Other:
Lighting shown:
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JEFFERSON COUNTY CERTIFICATE OF G?ATEA. APZD SE[•?E?t SERVICE AVAILABILITY
Note To Anplicant: A building permit will not be issued without this
Certificate signed by the District or Agency suvplying services. ExDires
one year from date of aoproval by authorizing agent.
March 25, 1998
Job Address Date
Lot 71 Green Valley Subdivision
Legal Description
Residential '
Use of Building
Leo Davis 2081 Youngfield Street Golden, Colorado 80401 210-9958
Qwner Address Telephone
See reverse side for facilities requiring Aealth Deoartment Plan Review
SE
~~FST R11~G~~.
UER
Name o Sanitation District,or Agency
( )Sewer Service Available
( )Sewer Service Not
Available
`
Individual Septic Permit DTo.
Comments or Conditions : ~1
)
d ~Q~¢nti£1-:i~
I hereby certi y that availabi ity
o service is as in 'cate
above. ~
'~1-~1-` ~ 2"L, hv~.,c-
~
Signature o uthori e
d Ag nt
Date ~
Jefferson County.Health
or Zoning Department
~
Signature
,
Date ~
i
I,
~
WATER
The Consolidated Mutual Water Company
Name of Water District or Agency
;
(X )Water Service Available
( )[Tater Service Not
Available
Colorado Well Permit 7'rt
Conments of Conditions: Water service is subject to compliance with
the Company's
rules, regulations and requirements for
such service.
I hereby certiiy that availability
o service is as indicate
d above.
I
-ZS= 9
I Signature of Au horized Agent
Date
i Jefferson County fiealth
i of Zoning Department
~ Signature
Date
?.i7.0,7
S Soils and
M Materials
G' D Consultants, Inc.
SUBSURFACE INVESTIGATION
PROPOSED RESIDENCE
LOT 11
GREEN MOUNTAIN SUBDIVISION
WHEAT RIDGE, COLORADO
Project No. 1-2448-02
July 8, 1998
Prepared for
Panache Homes, Inc.
Robert A. Granica, I'.E.
Project Engineer
5604 KENDALL COURT
ARVADA, COLORADO 80002
Phone (303) 431-2335
Fax(303) 437-2594
e~~srF9Fa
13936
Reviewed by
Richard W. Weber, P.E.
Principal Engineer
TABLE OF CONTENTS
GENERAL
Page 1
PROPOSED CONSTRUCTION AND SITE CONDITIONS
1
SUBSURFACE CONDITIONS AND FIELD INVESTIGATION
1
FOUNDATION - STRAIGHT SHAFT PIERS
2
ADDITIONAL FOUNDATION DESIGN CRITERIA
3
INTERIOR FLOOR CONSTRUCTION
4
Habitable Space Area
4
Garage Floor Slab Construction
5
EXTERIOR SLAB CONSTRUCTION
6
DRAIN SYSTEM
7
BACKFILL & SURFACE DRAINAGE
7
LAWN IRRIGATION
8
GEOTECHNICAL RISK
9
DESIGN CONSULTATION & CONSTRUCTION OBSERVATIONS
9
TEST HOLE LOCATION PLAN Figure 1
LOGS OF TEST HOLES 2
LEGEND AND NOTES 3
SWELL - CONSOLIDATION TESTS 4
DRAIN SYSTEM DETAIL 5
LANDSCAPING DETAIL 6
S
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EXPANSION POTENTIAL AND INTERIOR
FLOOR RISK ASSESSMENT Appendix
GENERAL
! This report presents the results of a subsurface investigation conducted
at the site of a proposed residence to be located at Lot 1 1, Green Mountain
~i Subdivision, Wheat Ridge, Colorado. The investigation was performed to
determine the types and depths of foundations, allowable soil bearing
~ pressures, and other precautions that should be taken in the design or
I construction of the structure due to the soil and ground water conditions.
I The conclusions and recommendations presented are based on the data
' gathered during the site investigation, the results of the laboratory testing and
I our experience with similar soil and ground water conditions.
'
PROPOSED CONSTRUCTION AND SITE CONDITIONS
It is our understanding that the proposed residence will be one or two
stories with a basement and an attached garage. Construction will be of
, reinforced concrete foundations with a wood frame superstructure covered by
brick veneer, stucco and/or wood siding.
The site is presently vacant and vegetated with native grasses. The
~ ground surface at the site slopes generally to the east.
SUBSURFACE CONDITIONS AND FIELD INVESTIGATION
Two test holes were drilled at the locations shown on Figure 1, Test Hole
Location Plan. The soils encountered in the test holes are shown on Figure 2,
Logs of Test Holes, and described on Figure 3, Legend and Notes. Samples of
the soils encountered were taken at the depths shown on Figure 2. The results
of swell-consolidation tests performed on selected samples are shown on Figure
4.
The soils encountered in the test holes were somewhat uniform.
Generally, 0.5 to 2 feet of sandstone bedrock was encountered over claystone
bedrock. The claystone bedrock ranged from firm to very hard.
S
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1
The sandstone bedrock was not tested but is assessed as possessing a
non expansion potential. The samples of claystone tested exhibited moderate
to high swell when wetted under 500 psf surcharge loads.
Free water was encountered in Test Hole 1 at a depth of 19 feet during
drilling and at depth 18 feet when checked four days after drilling. No free
water was encountered in Test Hole 2.
FOUNDATION - STRAIGHT SHAFT PIERS
Expansive bedrock will be encountered at or near the foundation bearing
depth. The residence should be supported on grade beams and straight shaft
piers (caissons). The piers should be designed in accordance with the following
recommendations.
1) The piers should be drilled a minimum of 13 feet into the hard bedrock.
Refer to the foundation design for required pier penetration. All piers
should have a minimum shaft length of 25 feet.
2) The piers should be designed for a maximum end bearing pressure of
25,000 pounds per square foot and a side shear of 2,500 psf for the
portion of the pier in hard bedrock. Dead load plus 1/2 live load of the
structure may be used for pier sizing.
3) In addition the piers should be loaded with a minimum dead load
pressure of 25,000 psf, and as high as practicable. The dead load
pressure should be calculated by dividing the dead load on the pier by
its cross sectional area. If the minimum dead load pressure cannot be
attained on individual piers, the structural engineer should specify addi-
tional bedrock penetration to balance in anchorage (side shear) what
cannot be met in end area dead load pressure. A bedrock side shear
value of 1,250 psf should be used for anchorage computations.
4) Water will be encountered while drilling at least some of the pier holes.
It is believed that the use of temporary steel casing will not be required
S
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2
to drill the holes on most of the sites but casing may be required on at
least some of the holes. All holes should be filled with concrete
immediatelv after the completion of drilling and cleaning. Do not place
pier concrete by free fall methods when there is more than 3 inches of
water in the bottoms of the pier holes.
5) The use of ten inch diameter piers is recommended. Piers should be
reinforced to prevent them from being pulled apart by swelling soil. It
is recommended that piers be reinforced with a minimum of three #6
bars Grade 60 (or equivalent), for their full depth. The reinforcing
should extend up past the top row of horizontal reinforcing for
additional lateral support.
6) A minimum 12 inch void space should be constructed under all grade
beams (where used) between the piers. The void space should be
sealed prior to backfilling to prevent seepage of surface water down to
the foundation soils, which could cause expansion of the soils under the
void space. This may be accomplished by placing polyethylene in the
bottom of the excavations around exterior walls.
ADDITIONAL FOUNDATION DESIGN CRITERIA
The soils may heave laterally. Therefore, walis should be reinforced and
braced to resist these lateral pressures. This is especially true for full height
basement walls. Methods of accomplishing this include the following:
a. Placing vertical and additional horizontal reinforcing steel in walis
and wrapping openings in the walis with steel.
b. Providing additional anchor bolts.
c. Using a"wet" mud sill.
d. Using joist anchors at mud sill or additional nailing.
e. Providing a steel "mat" behind beam pockets and grouting all
beam pockets.
S
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3
The above would only be necessary on especially long, unsupported
I
I~ basement walis. Also, this may not be necessary where small basements are
cut up by offsets in the walls. We are available to discuss this with your
structural engineer.
Lateral earth pressures on walls depend on such factors as the type of
wall, hydrostatic pressure behind the wall, type and slope of backfill material,
, degree of backfill compaction, allowable wall movements, and surcharge
I Ioading. The hydrostatic pressures may be reduced by placing a drain system
~I around the perimeter of the foundation walis.
i Foundation walls should be designed for a lateral equivalent fiuid pressure
i of 60 pcf. The backfill should be compacted following the recommendations
outlined below (see Backfill and Surface Drainage). No consideration was given
to sloping backfill, surcharge loading or hydrostatic pressures in the computa-
tion of the lateral equivalent fluid pressure. If any of these conditions are
' anticipated, we are available to assist you in revising these criteria.
Soluble sulfate crystals were noted in the samples obtained for this
investigation. Therefore, foundation concrete may be designed for the
moderate sulfate condifion using the current ACI Design Manual guidelines.
INTERIOR FLOOR CONSTRUCTION
The risks associated with interior floor construction depend upon the
expansive nature of the materials at or near to the proposed floor elevation, the
proposed use of the floor and the amount of risk that the builder and/or future
homeowner is willing fo assume for floor movement. A discussion of expansion
potential and interior floor risk assessment is present in the Appendix.
Habitable Space Area
The claystone that will be encountered at or near foundation elevation
; has been assessed as possessing moderate to high expansion potentials.
i Consequently, interior floors supported directly on these soils (concrete slabs
S
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4
_ I
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on grade) could experience heave and differential movement. All parties must
li be aware of this risk. We have assessed the risk of a floor slab not performing
within a reasonabie amount of movement as high; therefore, the use of a
structural floor system is recommended. Such structural floor systems could
~
~ consist of floor joists constructed over an air space or structurally supported
concrete slabs provided with a void space beneath. Structural floors would be
particularly warranted in full basements that will be finished. If the future
owner, after being informed of the risk of floor movement, desires to construct
a concrete siab on grade and is willing to accept the risk of floor movement, we
should be called to supply additional guidance concerning installation proce-
dures that may help to reduce the amount of damage associated with the
movement of a concrete slab on ground construction.
Garage Floor Slab Construction
The soils that will support the garage slab have been assessed as
possessing moderate to high risk of a concrete slab not performing within a
reasonable amount of movement for the usage of the slab. The builder and/or
future owner must be willing to assume this risk of garage slab movement if the
on-site soils are used to support the slab. If it is desired to reduce this risk,
then the garage floor should be supported on a non-expansive imported material
or as a structural member:
It is recommended that the procedures outlined below be followed during
construction of garage floor slabs. Our experience with similar conditions has
shown that these details help to reduce wetting of soils supporting garage slabs
and may help to reduce damage should some wetting of the slab supporting
materials occur.
1. The slab should be placed directly on well compacted fill.
2. Separate the slab from all bearing members to allow its indepen-
dent movement; i.e., construct a floating slab. Provide positive
control joints at the junction of the slab with foundation walls.
5
3. Joints should be scored at maximum 200 square foot areas.
Joints should be scored to a depth of 1/4 the thickness of the
slab.
4. Construct minimum 2 inch void spaces above, or below, partitions
on the slab. In finished areas, all furring strips, drywall and
paneling should stop 2 inches from the top of the slab. The 2 inch
void spaces can be covered with molding strips.
5. Garage door jambs and trim should be constructed with expansion
material beneath them so the slab will not interfere with the jamb
if the slab moves.
6. Garage door tracks should be constructed with a minimum one
inch void space between the bottom of the track and the floor
slab.
The future property owner must be advised that the potential movement
of slabs supported directly on these expansive soils could exceed the partition
void spaces recommended above. These void spaces are not intended to
anticipate total potential slab movement, but are intended to prevent immediate
damage to the superstructure and serve as indicators to slab movement. These
void spaces must be maintained by the homeowner for the life of the structure.
EXTERIOR SLAB CONSTRUCTION
The shallow soils that will support exterior slabs have low to high
swelling potentials. Some movement of these slab may be expected due to the
wetting and drying cycles experienced thru climatic changes. If the homeowner
is unwilling to accept some movement of these slabs then a minimum of 3 feet
of the expansive soils from beneath the slabs should be removed and replaced
with low to non expansive sandy clays. The low to non-expansive sandy clays
could then be placed in the over-excavated areas and adequately compacted.
S
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6
This procedure will help to reduce, but not eliminate, the risk of damage to
exterior slabs.
DRAIN SYSTEM
Ground water conditions are satisfactory for lower level construction
above depth 12 feet except as noted previously for the drilling of the piers.
Additionally, the foundation will extend into claystone bedrock. This material
is relatively impervious and tends to trap water. The source of water could be
from excessive irrigation and poor surface drainage accumulating in backfill
areas with resultant seepage to foundation depth. For this reason, a drain
system should be provided around the structure. A typical drain system detail
is as shown on Figure 5. The drain system should be graded to a sump
permitting pump discharge. A pump would not be required until actual water
accumulation occurs, and the amount of water could not be bailed from the
sump. We should be called to observe the soils exposed in the excavations to
verify the details of the drain system.
BACKFILL & SURFACE DRAINAGE
The foundation soils should be prevented from being wetted after
construction. This can generally be accomplished by placing backfill around the
foundation walls, to include excavation ramp and utility trench backfilis, that
does not settle after the completion of construction and is relatively impervious.
The backfill material should be free of trash and it should be moistened and
adequately compacted. Care should be taken during backfilling to adequately
brace the walls.
The final grade of the backfill should have a good slope away from the
foundation walls on all sides. A fall of 12 inches in the first 10 feet away from
the structure is recommended. Downspouts and sill cocks should discharge
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into splash blocks or long downspout extensions when the ground surface is
not protected by concrete slabs or asphalt paving.
LAWN IRRIGATION
A sprinkler system should not be installed next to foundation walls. If a
sprinkler system is installed, the sprinkler heads should be placed so the spray
from the heads, under full pressure, does not fall within 5 feet of the foundation
walls. It is strongly recommended that the future owner be advised to install
automatic shut off valves as an integral part of the sprinkler system to help
prevent leakage. Lawn irrigation should be controlled as much as practicable.
Particular care should be taken during final landscaping of the site. If the
owner desires to plant next to foundation walls or exterior slabs it should be
understood that there is a risk of future damage if wetting of the foundation
soils occurs.
As an alternative to planting next to foundations and exterior slabs, it is
advisable to install decorative Iandscaped areas such as gravel and/or bark. If
decorative areas are installed, the gravel or bark should be ptaced directly on
the soils or on a non-woven, geotextile fabric, which will allow natural
evaporation to occur and will still inhibit weed growth - the use of polyethylene
is not recommended. The edges of decorative areas should be constructed to
allow surface drainage to be quickly discharged away from foundation walls or
exterior slabs. This can be accomplished by constructing the edges of
decorative areas above the adjacent lawn or ground surface, and not impeding
drainage with grass stops. All grass stops should be perforated or constructed
to allow discharge out of the decorative areas. Refer to Figure 6 for a typical
decorative instaliation detaii.
The homeowner should be encouraged to use low water maintenance
landscaping, such as Xeriscape, around the residence.
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. . . . . . . . . .
J
M
+ GEOTECHNICAL RISK
I The concept of risk as it applies to structure construction is the single
~ most signiticant aspect of any geotechnical evaluation. The primary reason for
i
I this is that the methods used by geotechnical engineers to develop recommen-
dations for construction are not an exact science. The methods used are
~
i
typically empirical and, therefore, engineering judgement and experience must
also be applied. The solutions presented in any geotechnical evaluation
therefore cannot be considered risk free, and are therefore not a guarantee that
the interaction between the soils and the proposed structure will act as desired
or intended. The engineering recommendations presented in the preceding
sections are our best estimates of the measures that are necessary to help the
proposed structure perform in a satisfactory manner. These recommendations
are based on the information generated during this and previous evaluations and
our experience in working with these types of conditions. The builder and
tuture owner must understand this concept of risk, as it is they who must
decide what is an acceptable level of risk for the type of structure to be
constructed on the site.
DESIGN CONSULTATION & CONSTRUCTION OBSERVATIONS
This report has been prepared for the exclusive purpose of providing
geotechnical design criteria for the proposed project in accordance with
generally accepted soils and foundation engineering practices. No other
warranty, expressed or implied, is made. If any changes in the nature or design
of the project are planned, the conclusions and recommendations contained in
this report shall not be considered valid unless the changes are reviewed and
the conclusions and recommendations of this report are modified or verified in
writing.
It is recommended that we be provided the opportunity for a general
review of the final design and specifications to evaluate whether the earthwork
9
and foundation recommendations have been properly interpreted and
implemented in the design and specifications.
The future owner must be informed of those items covered under the
headings Interior Floor Construction, Backfill and Surface Drainage, Lawn
Irrigation and the Appendix. The owner should also be especially aware of the
necessity of maintaining good surface drainage on the site and the importance
of keeping excessive water from the foundation backfill soils.
In any geotechnical investigation it is necessary to assume that the
subsurface conditions do not vary from those encountered in the test holes.
Our experience has shown that these variations exist and that they become
apparent in the foundation excavations. We should, therefore, be called to
observe the foundation excavations prior to construction to verify the
subsurface conditions and to observe the drilling of the piers.
Please contact us when further consuitation or construction observation
services are necessary. The costs of these further services are not included in
the fee for this report.
RAG/akc
Copies: 3
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10
LOT 11
2
!
N
SCALEI"=40'
TEST HOLEt
i
WEST 41ST AVENUE
RSn
IYI
C
$OIIS dfld Project No.1-2448-02
Materials TEST HOLE LOCATION PLAN
Consultants, II1C. Figure No. 1
TEST HOLE 1
o
5
10
15
20
25
Idd : f S
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~ Soils and
M Materials
C Consultants, Inc.
2
n2
r7
/4
30/2 NR
'12
'4
30/2
5
~
w
w
LL
~
x
a
w
0
15
Referto Figure 3 for Legend and Notes
Project No.1-2448-02
LOGS OF TEST HOLES
Figure No. 2
LEGEND
~ SANDSTONE BEDROCK, fine to coarse grained, weak cementation, slightly silty to
clayey, medium hard, medium moist, yellow brown (SM-SC-SP)
CLAYSTONE BEDROCK, medium to high plasticity, medium hard, medium moist to
moist, iron staining noted in fractures, gray (CL-CH)
~ CLAYSTONE BEDROCK, sandy to very sandy, medium to high plasticity, hard to very
hard, medium moist to moist, yellow gray and brown (CL-CH)
CLAYSTONE BEDROCK, silty, very hard, medium moist, yellow brown (CH)
~
NOTES
1. The test holes were drilled on June 12, 1998, using a 4 inch diameter, continuous
flight, solid stem auger.
2. (29/12) Indicates location of penetration test as performed in this area. (29/12)
means that 29 blows with a 140 pound hammer, falling 30 inches, were required to
drive a two inch inside diameter sampler 12 inches.
, 3. The stratification lines represent the approximate boundary between soil types and
fhe transition may be graduaL
4. The locations of the test holes were approximately determined by pacing from known
property corners and using site plans made available to this firm. The locations of the
' test holes should be considered accurate only to the degree implied by the method(s)
used.
5. Water level readings were made in the test holes at times and under conditions
stated. This data has been reviewed and interpretations made in the text of this
report. It must be noted, however, that fluctuations of the ground water depth may
occur because of seasonal variations in rainfall, temperature, and other factors which
I may differ from those at the time the measurements were made.
v
Indicates water table at time of drilling.
- Indicates free water level 4 days after drilling.
N.R. Indicates no sample recovered.
S Soils and
VCJJ Materials
Consultants, Inc.
Project No.1-2448-02
LEGEND AND NOTES
Figure No. 3
F-Ffl Ml--t- Swell under constant I (
pressure, due to wetting
10
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3
~
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0
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100
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2
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2 0
0
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U 1
2
Water added
to sample
500 1,000 Load - psf 10,000 100,000
Sample of Claystone from Test Hole 1 at depth 6 feet.
Natural Moisture Content 17.2% Natural Dry Density 115 pcf
Swell under constant
pressure, due to wetting
Water added
to sample
100
S Soils and
VCJ) Materials
Consultants, Inc.
500 1,000 Load - psf 10,000
Sample of Claystone from Test Hole 2 at depth 3 feet.
Natural Moisture Content 21.4% Natural Dry Density 106 pcf
SWELL - CONSOLIDATION Project No. 1-2448-02
TESTS
Figure No. 4
- i
i
Polyethylene barrier to be sealed
against foundation wall with a
mastic compound. Joints also to
be sealed. If desired, the
polyethylene barrier can be
omitted if the crawl space is
properly vented. 1
Grade Beam
Floor Joist
Crawl Space
Min. 12"
Perforated drain pipe - minimum 3 inch
diameter, bedded in minimum gravel.*
Minimum slope of pipe and gravel should be
1/8 inch per foot. Discharge by gravity
or mechanical means to a positive outfall.
The drain gravel should be tied to the
exterior side of the foundation at several
points (away from piers) to allow water
accumulation to travei to the drain system.
" Soils and
M Materials
Consultants, Inc.
* Coarse Aggregate
Specifications for
Drain Gravel
Sieve
Percent Passing
Size
Sieve Size
7 1W,
100
7 1.
90-100
3/<"
0-15
3/e^
0-5
/
Backfill
/
/
Polyethylene or small
I board to protect void
I from being collapsed
during backfilling.
I i Void Between Piers
~
Pier
Ll~
If drain is led to a sump, the sump
should not be located immediately
adjacent to a pier.
I NOT TO SCALE
F DRAIN SYSTEM DETAIL
Figure No. 5
1'bCnui I2~96
Brick or
Siding
Frame
Wall
5' Minimum
Wood or metal edging above top
or sod with weep holes in bottom
to allow water flow out onto lawn.
Sod
Non woven geotextile fabric.
Sloped away from foundation,
under edging and above sod
elevation.
Maintain designed slope away from foundation.
Minimum fall of 12" in the first 10 feet away
from the foundation is recommended.
Rock or bark area with
downspout extended
beyond edging. Foundation Wall
S Soils and
M Materials
G' Consultants, Inc.
NOT TO SCALE
LANDSCAPING DETAIL FFigure No.6
ni~ c<o«x ioM
APPENDIX
EXPANSION POTENTIAL AND
INTERIOR FLOOR RISK ASSESSMENT
The decision as to the type of floor to place in residences constructed in expansive soil and
bedrock environments is one of the most complicated and subjective tasks in current home building
and geotechnical engineering practice. The reason for this is that there are a number of factors
which must be addressed, understood, and evaluated in making this decision. Among these factors
are the following:
1. The material types that comprise the foundation supporting subgrade (i.e. clay,
sand, sandstone, claystone, etc.) and their variability in the surrounding area
2. The soil profile, soil density and moisture content, and soil plasticity
3. The swell characteristics for the material directly beneath the foundation and at
least 3 to 5 feet beneath the foundation
4. The depth to ground water and anticipated depth fluctuation
5. Whether the lot is situated in a cut or fill area
6. The surface topography and general site drainage, both pre- and post development.
7. The presence and location of surface water features
8. The type of space to be constructed (e.g., unfinished full depth basement, finished
full walkout, etc.)
9. Previous experience with floor construction in the immediate area
10. The amount of irrigation that will be introduced within a completed development.
In order to help characterize the risk of floor movement on expansive sites, the concept of
expansion potential has been developed. Expansion potential is a subjective assessment of all of
the factors which could contribute to the potential for soil to heave a floor under normal service
conditions. Expansion potential is differentiated from "swell potential" or "percent swell" in that
these terms refer to specific laboratory testing of an expansive material. Expansion potential is the
engineers assessment of all of these factors using experience and engineering judgment. Expansion
potential in terms of possible slab on grade damage can be described as follows:
Expansion Potential
Possible Slab on Grade Damage
Low
Light cracking, small differential movements, small heaves
Heavy cracking, differential movements, heave closing framing
Moderate
voids, some movement of utility lines
Large slab and differential cracks and movement, framing voids
High to Very High
closed, utility lines under heavy pressure
Again, these categories are not uniform and are developed by experience. Additionally, the
categories do not necessarily correlate to the extent of damages that may occur. Every engineering
firm which has long experience in the Denver area has observed significant cracking on soils
characterized with a low expansion potential and no movement on materials characterized with a
high expansion potential. Currently, there is no type of testing or correlation of factors that will
definitively define the amount of movement that any soil will experience.
Since the swell consolidation test is extensively used in the Denver area, we have correlated
percent swell to expansion potential. As a general guideline, soils that swell 0 to 3% are
considered low; 3% to 5% are considered moderate; 5% to 8% are considered high; and over 8%
swells are considered very high. These swell percentages are based upon loading a sample to a
pressure of 500 pounds per square foot, wetting the sample, and measuring its swell.
The percent swell is tempered using all of the other factors noted above on specific and
adjacent lots in order to determine the expansion potential for a specific site. The variation in
subsurface profile comes into effect if on a particular lot a high expansion potential soil or bedrock
was encountered in the lot test hole at a depth below the slab bearing zone and the same material
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A- 1 Appendix.5
was found at the ground surface on the adjacent lot. This would indicate that the high expansion
potentiai material could be expected to be present in a portion of the excavation of the first lot. Tlie
presence of ground water probably indicates that a low swelling soil beneath the ground water level
should not be included in the average of the same material that was high swelling in areas of the
site that were dry. If the lot is in a deep cut area, it may possess a higher or lower expansion
potential as it is now subject to the natural wetting and drying cycles. The presence of a new pond
or the removal of an old pond would change the soil moisture conditions and indicate a higher or
lower expansion potential for a site.
Obviously, some of these factors may conflict and any laboratory data must be tempered
by judgment and experience. Any single factor on a lot may indicate a higher or lower expansion
~ potential; however, all of the factors must be considered toqether in determining the expansion
I potential for any specific lot.
It must also be noted that perhaps the largest factor and the largest variable involved in
~ judging expansion potential at any site is the post construction landscaping and irrigation practices
on the site and across the general area. Expansive soils do not expand until their moisture content
rises. The construction of a subdivision will cause soil moisture contents to rise due to the cut off
of natural evaporation. This will cause some movement and heaving. However, experience has
shown that irrigation of landscaping adds far more moisture to the soil than the cut off of
evaporation. Landscaping and irrigation practices must be tempered by the expansion potential ot
the site.
Experience both within this firm and in discussion with other firms in the Denver area
indicates that the following floor types are generally appropriate for each level of expansion
; potential and risk assessment.
Expansion Potential
Risk Assessment
Floor Type
Non Expansive
Low
Concrete Slab on Grade
Low
Low to Moderate
Moderate
Moderate to High
High
Structural Floor
High to Very High
Very High
These alternatives must be fully understood by the homebuyer for each site. The
homebuyer must understand the subjective nature of the evaluation of expansion potential and the
construction methods under consideration. The homebuver must understand that there is a risk of
heavina and/or crackinq with the construction of any concrete slab on qrade on anv soil tvqe. They
must also understand that these evaluations are subjective in nature, based upon the experience
and opinion of the design engineer and, therefore, are not a guarantee that the interaction between
the soils and structure will occur as designed or intended. If the homebuver wishes to reduce the
risk of floor movement a structural floor must be constructed. The homebuyer must also
understand that the use of a structural floor is not without other risks [e.g., elevated humidity
(moisture) in the crawl space, possible presence of free water in the crawl space, etc. which may
be associated with improperly maintained drainage and/or site grading alterations by the homebuyer
or his agents; the growth of moisture related molds and mildews, etc.] All of the above should be
understood and evaluated by the homebuyer(s) in making their choice of floor for their residence.
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A-2 Appendix.5