HomeMy WebLinkAbout11549 W. 39th Avenue10/31/2012 WED 10:23 FAX
DEPARTMENT OF AND DEVELO
D IVISION BUILDING INSPECTION
CITY OF r
75
R WHEAT 1 8 0 215
Building Permit Number
Date �o `
Property - Owner:t
Property Address: W 3 !1
Contractor License No.: 1
Company:
OWNER/CONTRACTOR * OF A GREEMENT
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P�Pa¢o � �'� „��a.G� au.en9. 3a3 Y�6 •yao9
U
� will not be made unless this card is
receive inspection Posted on the buildin
f C the following g site
Call by 3:00 PM to r
�-� • / g business day,
INSP ECTOR MUST
FOUND SIGN ALL SPACES P
anoN I NSPECTIONS ERTgINING �qTE WSPECipg TO THIS JOB
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gS /GaI550f1S COMMENTS:
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♦ A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
x (303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: 6,%. -g-Z 2�F
Job Address: //5'Y
Permit Number: /e�ny 4'/
, ¢�G�' nliEp
❑ No one available for inspection: Time % A PM
Re- Inspection required: Yes No
* When corrections have been made, call for re inspection at 303
Date: -Z ZWO Inspecto
I
DO NOT REMOVE THIS NOTICE
" , City of Wheat Ridge
Residential Roofing PERMIT - 100969
PERMIT NO: 100969 ".ISSUED:: 04/19/2010
JOB ADDRESS: 11549 W 39TH AVE EXPIRES: 10/16/2010
DESCRIPTION:' Reroof 27 sqs with 30 yr dimensional shingles
'***.CONTACTS
owner 303/420-6333 Gary Finn
sub 303/237-5179 Curt Marceau 02-2364 Roofing Plus
**'PARCEL INFO
ZONE CODE: UA s USE: UA
SUBDIVISION: 0194 :'.BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED >PROJECT 'VALUATION: 8,700.100
FEES
Permit Fee 217.50
Total Valuation .00
Use Tax .156.60
TOTAL `374.10
Conditions:
6 nails per shingle is required. Ice dam membrane is required from eave edge to
2' inside exterior walls. :Board sheathing with any., gap greater than 1/2" `
requires panel sheathing overlay on`entire roof. Sheathing inspection is <
required prior to covering. jMidroofinspection is not required on permits
purchased after 4/18./10. Contractor: shall provide ladder for inspections.
Scheduled inspections that cannot be performed due; to inclement weather must be
cancelled prior to 8:30 a.m. on the day of inspection or a re inspection fee
will be assessed.
I hereby certify. that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions.( of record;.. that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B C) and'. all other
applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection.
Signature of contractor/owner date
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. l'
2. This permit shall expire. 180 days from the issue date. Requests for an extension must be received Prior to excitation
to field inspections.
ENSPEC ON REQUEST LINE: (303)234-5933 BUILDING OFFICE:: (303)235-2855
2EQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE=FOLLOWING -BUSINESS DAY.
a e , City of
W heat ~idge Date:
COMMUN ITY D EVELOPMENT
Plan #
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033 Permif# ~G~
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Building Permit Application
Property Atltleess ~~S"~r~' ~ J ,'Z ~ ~
Property Owner (please print): ;RLtX Z, Phone:
Mailing Address: (if different than property address)
Address: ~ G._/ 3 ~ vG
City, State, Zip:e
Coiat_ractoX:
c
Contractors Citv License M
Electrical: Plumbing:
City License # City License #
beserl Ifiori~of vlrork
A', -,,zoo VI/
30 k.
Mechanical
City License #
$ ontract Value. rf- ;>Gd 00
Review Fee (due at time of submittal):
Squarest 7 BTU's Gallons Amps Sq Ft. $
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 o any entity included on this application to list that entity on this application.
CIRCLE ONE: (OWNE (CONTRACTOR) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME: SIGNATURE. ~f!! DATE:
9.., r1
a 1!
1
N
Bldg Valuation: $
DATE:
T0: PUBLIC WORKS DEPARTMENT
FROM: Building Department
RE: 0 0
The property at , '3 J" has been
signed off by the Building Department and is ready Por a CO
inspection.
Once the inspection has been completed, please inform the
building department as_to the status.
Thank you.
PUBLIC WORKS APPROVAL V C _ I°
Remarks:
CERTIFICATE OF OCCUPANCY
CITY OF WHEAT RIDGE
:
m ,--i
~ 00
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t M
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I No change shall be made In the use of thls bullding without prior notice and a new I
Cartiflcate of Occupancy from the Clty of Wheat Ridge. A
Chief Building Inspector
Zoning
Issued Wlthout Fee 7500 W. 29th Avenue Date October 24. 1996
, Wheat Rldge, Colorado 80034
This certlficate verifles that the bullding constructed andlor the use proposed of the bullding andlor .
premises, under the above permlt number and on property described below, does comply wlth 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 specifled. .
OWNER Garv Finn ADDRESS 11549 W. 39th Avenue
Wheat Ridge, CO 80033
CONTRACTOR Vision Develonment
PROPERTYADDRESS
11549 W. 39th Avenue
LEGAL DESCRIPTION:
FOR THE FOLLOWING PURPOSE Single Family Residence
W.R. Form&B FOf
DATFs :
A CERTIFICATE OF OCCUPANCY HAS BEfiN RfiQUESTED FOR:
C/~- 4(
PliRPOSE OF STRUCTURE:
L/'v
Building Dept.Approval:
Remarks
Zoning Approval:
- ~
Remarks
~ . ~ , <
• _ , ~:.:qjl
. . . ...I. .
BUILDING DEPARTMENT ;
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at 11,~G"~ cl
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:
1-74
r
You are hereby notified to correct the foregoing violations.
VUhen corrections have been made, call for inspection.
Date ( Uw
. ~Inspector for Building Dept. DO NOT REMOVE THIS TAG
FORMWBB-22- . . . . . . . . .
t.
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT} 'RIDGE, COLORADO
7500 WEST 29th AVENUE
INSPECTION RECORD
PUS) 334-5833
JOB ADDRESS 11549 W. 39th Avenue
BUILDING PERMIT NO. 96-3181 DATE ISSUED 9130496 TYPE OCCUPANCY
OWNER Gary Finn
CONTRACTOR Vision Development Group, L.L.C.
lnlrc
SETBACKS FROM PROPERTY LINES: NORTH
SOUTH
EAST
West
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
I NSPECTION
DATE
INSPECTOR
Foundations
Footings E.DG, Eire
Caissons
Reinforcing or Monolithic 5;60a+T
Weather roofin C
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical Ground Work
Plumbing Ground Work
g
Heating Ground Work) I
DO NOT POUR FLOOR UNTIjBOVE HAS BE9N SIGNED
A
Rough Electrical
Z,//q a
Rou h Plumbin k
Air Test Gas Piping p
r1G
~e a e~
Rough Heating & Ventilation
_
y
(above must be signed prior to framing inspection)
Framing •
6
Insulation •k
o ar
lie
Drywall nailing 9 ft
-w✓;y j 1
(4 f~,P
Roofing
Refrigeration
Electrical under round
Final:,;
Electrical Fixtures 2 l
Plumbing Fixtures
0 f6
Heating &Ventilation .,vl 14, 01
6
Landscape & Parkin
, R.O.W. & Drainage
`>`Fire Department
Job Com feted zy, k, ; G s
o
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD ``~ROM THE WEATHER
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DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number
Date
3181
5/30/96
Property Owner :
Property Address : 11549 39TH AV
Contractor License No. : 18443
Company : Vision Development
Phone : 420-6333
Phone:4255349
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 ordinances, for work under this permit.
(OWNER)(CONTR4CTOR)
Construction Value :
$140,000.00
Permit Fee :
$779.50
Plan Review Fee :
$0.00
Use Tax :
$1,680.00
Total:
$2,459.50
Description : 2 STORY SINGLE FAMILY RESIDENCE NEW CONSTRUCTION
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. : 1650
Approval : SM 5117196
Zoning : R-1A
ffam ff. otcit~e"i~~"s~
Approval:~
Approval : GK 5124196
Occupancy : SFR Walls
SINGLE FAMILY RESLIDENCE MEETS ALL REQUIREMENTS
SEE PUBLIC WORKS REVIEW SHEET ATTACHED
Roof : Stories : 2 Residential Units : 1
Electrical License No : 19006 Plumbing License No : Mechanical License No :
Company : D& D ELECTRIC Company : Company :
Expiration Date : 2/28/97
Approval : JE 8-6-97 Expiration Date : Expiration Date :
Approval: Approval:
(1) This permit was issued in accordance with the provisions set forih in yopur application and is subject to the laws of the Siate of Coloredo and to the Zoning
Regula[ions antl Builtling Code of Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry.
(2) This permit shall expire if (A) the work authorizetl is not commenced wiihin sixty (60) days from issue tlate or (B) the buildin9 authorized is suspended or
abandoned for a period of 720 days.
(3) If ihis permit expires, a new permit may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be made in the
original plans and specifcations antl any suspension or ahandonment has no[ exceeded one (1) year. If changes are made or if suspension or abantlonment
exceeds one (7) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done ihatwill change the naturel flow ofwater causing a dreinage problem.
(5) Contractor shall notiry the euiltling Inspec[or hvenry-four (24) hours in advance for all inspections and shall receive written appmval on inspection card before
proceediin9 with successive phases of thejob.
(6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any viola[ion of the provisions
of [he builtling cotles or any o[her ortlinance, law, rule or regulation.
Chief Building Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3181
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date : 5/30/96
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner :
Property Address : 11549 39TH AV
Contractor License No. : 18443
Company : Vision Development
Phone: 420-6333
Phone: 4255349
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 eat i e ordinances, for work under this pe it.
(OWNER)(CONTR4CTOR) SIGNED d DATE~
Construction Value :
$140,000.00
Permit Fee :
$779.50
Plan Review Fee :
$0.00
Use Tax :
$1,680.00
Total:
$2,459.50
Description : 2 STORY SINGLE FAMILY RESIDENCE NEW CONSTRUCTION
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. : 1650
Approval : SM 5/17/96 SINGLE FAMILY RESLIDENCE MEETS ALL REQUIREMENTS
Zoning : R-1A
Approval:
SEE PUBLIC WORKS REVIEW SHEET ATTACHED
Approval : GK 5/24/96
Occupancy : SFR Walls : Roof : Stories : 2 Residential Units
Electrical License No :
Company :
Expiration Date :
Approval:
. '
Plumbing License No :
Company :
Expiration Date :
Approval:
Mechanical License No :
Company :
Expiration Date :
Approval:
(1) This permit was issued in accordance with the provisions se[ forth in yopur applica[ion and is subject to the laws of the State of Coloredo and to the Zoning
Regulations and Building Code of Wheat Ritlge, 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) tlays from issue date or (B) the building authorizetl is suspended or
abantlonetl for a period of 120 tlays.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will be made in the
original plans and specifications and any suspension or a6andonmen[ has not exceeded one (1) year. If chan9es are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will chan9e the natural Flow oF water causing a tlreinage problem.
(5) ConVactor shall no6ry the euilding Inspec[or riventy-four (24) hours in advance for all inspedions and shall receive written approval on inspection card before
proceetliing with successive phases of thejob.
(6) The issuance of a permit or the approval of drewings and specifcations shall not be construed to 6e a ermit for, nor a approval of, any violalion of the provisions
'ng c des or a y.~othe~r ~e 'i~n~ance, law, rule or regula[ion.
of the build
~<~~~C`'~a/!i
CI~ e, uilding nspector For ayoD,r ~
PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
GA 0-'q ~tNtJ
EiSH~
1 B`143
Property Owner
Property Address
Contractor License No.
Company
(4) Lf2a 16~av'5
RV~ (N~hon-e")t: kv !
S- s~~-{~;
V 6S~ 3-`IO.c*v+xqv~ C~A2Qu\0 ,t-LG ,
Building Permit Number :
Date :
Phone: « C~
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
1 hereby certify that the setback distances proposed by this pertnit 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 accurete; 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, f ork under this permit (OWNER)(CONTR4CTOR)SIGNED ""~tXNU ~W~ DATE
Description : StN~~F '~,}cMIG`f (Q,t-,tI54NCT~ _ Z Slco2j~ /
Zonm~Commen~~
~ Approval:
Zoning : lp.•Jp,,,
Bwfdin- g Comments:~
~ Approval:
Approval:
onstruction Value :
Permit Fee :
Plan Review Fee :
► yo,croo.
Use Tax :
Total :
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft.
Sh7 ~9 b
9•F'.I;Z¢stPGNGC MvE'S A4A-
Occupancy : Walls : Roof : Stories : Residential Units :
I 1oF'vp 4
Electrical License No :
Company :
Plumbing License No :
Company:
Mechanicai License No :
Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
El w!ans;RequireM. oIa F"is? Req~~re ; oq 1,JFCan)rReWtr,`ed,
(1) This permit was issuetl in accortlance with the provisions set torth in yoput appliwtion and is subjecl to the laws of the State of Coloratlo and to the Zoning
Regula[ions antl Building Code of Wheat Ridge, Colorado or any other applicable ortlinances of the Ciry.
(2) This permit shall ezpire if (A) the work authorized is not commenced within sixry (60) tlays tmm issue date or (6) the builtling authonzetl is suspentletl or
abandoned !or a penoC (3) If this permit expires, a
exceeas one (1) year, tull te
(4) No work of any manner shal
(5) Contractor shall notity the Bi
procee g with successive
(6) The' _ nce o;a Oermit or,l
be acquiretl for a tee ot one-half the amount normally required, provitletl no changes have 6een or will be made in the
y suspension or abandonment has not exceetled one (7) yeac If changes are matle or if suspension or abantlonment
paitl tor a new permit.
at will change the natural flow of water causing a drainage prohlem.
:dor twentylour (24) hours in atlvance tor all inspections andshall receiqqwritten approval on inspection cartl before
awings and specifications shall not be ~r~truetl to he a permit f/fr,(~or an,epproval of, any violation of the provisions
law, rule or regulation. / h n
hief Building Inspector For Mayor ✓
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
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MRY-14-1996 07:53 CONTRR ENGINEERING ARURDR 303 431 7176 P.02
/
~
75'
MINIMUM SETBACKS;
FRONT =30'
SIDE =15' COMBINEO
REAR =ID'
5' UTILITY
EASEMENT
67,6'
LOT 18, APPLEVIEW SUBDIVISIaN,
COUNTY OF JEFFERSON, STATE C!F COLORADO
11549 WEST 39TH AVENUE
W. 39TH AVE.
(50' R,O.W.)
ENGINEERS, INC. ~
6841 South Yosemite • Suite #37 Englewood, Colorado 80112 •(303) 771-2232
SUBSURFACE INVESTIGATION
OF
Lot 18
Appleview Subdivision
County of Arapahoe
State of Colorado
For
Vision Development
10020 W. 69th
Arvada, CO. 80004
February 7, 1996 Report No. 01-1430
~ JACKSON ENGINEERS, INC. ~
I 6841 Soulh Yosemile • Suite #3-B • Englewood, Colorado SO12 •(303) 771-2232
F February 7, 1996
I
Vision Development
~ 10020 W. 69th
Arvada, CO. 80004
~
Dear Gentlemen:
Enclosed is a copy of the subsurface investigation conducted on the
site known as Lot 18, Appleview Subdivision, County of Arapahoe,
State of Colorado.
If you have any questions, please do not hesitate to contact this
office.
Sincerely,
Jackson Eng
~,r~r•w-- • ~
ti.
*~o16918
.
By: Thomas
(~i
SCOPE:
This report presents the results of a subsurface
investigation for Lot 18, Appleview Subdivision, County of
Jefferson, State of Colorado. The investigation was made to assist
in determining design criteria for foundation systems, slabs-on-
grade, drainage and other related geotechnical precautions which
should be taken. Factual data gathered during the field and
laboratory investigation work is summarized on the attached
figures. Our report was prepared from the data gathered during the
field and laboratory investigations and our experience.
FIELD AND LABORATORY INVESTIGATION:
Subsurface conditions were investigated by drilling one test
boring at the location indicated on Figure 1; soil samples were
classified during the drilling operation based on cuttings
delivered from the auger.
1. Generally, the subsoils consisted of fourteen feet of
brown, moist, silty, sands with clay lenses (SM-SC); over
six feet of brown, moist, sandy, clay (CL).to the depth of
drilling (201). The lower clays exhibit a low shrink-swell
potential when wetted in swell-consolidation tests. The upper
sands are non-expansive.
2. Groundwater was not encountered in the boring during this
investigation.
CONCLUSIONS AND RECOMMENDATIONS:
In our opinion a suitable method of supporting this structure
1
F
would be spread footinqs placed on the undisturbed natural soils,
F with the following criteria:
F 1. The narrow spread footings should be designed based on an
allowable bearing pressure of 2000 pounds per square foot,
F with a minimum dead load (plus one half live load) of 600
pounds per square foot.
F 2. Reinforce the footings with a minimum of two (2) No. 4
~ reinforcing bars, the full length of the footing.
3. Isolated spread footing pads should have a minimum width
r of 24 inches to prevent a shear puncture failure.
i
4. Foundation walls should be reinforced to span any soft
I spots that may occur. The unsupported length for this
~ residence should normally be 10 feet. When local soft spots
are encountered they should be removed and the footing lowered
~ to denser soils.
5. Spread footings placed on the exterior walls of the
I structure should be founded below frost penetration depth,
~ which is normally accepted to be 36 inches in this area.
Differential settlements of 1/2" to 3/4" could occur over
~ time. This is within normally accepted tolerances for this
type of foundation.
I
FLOOR SLABS AND OTHER SLABS ON GRADE
~ Some soils encountered in the vicinity of the site may be
~ capable of expanding on increase of moisture content. This
~ phenomenon can result in heaving and cracking of slabs-on-grade.
2
F
1 11
If the owner realizes that some movement and cracking of slabs-on-
grade is possible, and is willing to accept the risk of damage,
using the following construction details, as much as possible,
should accommodate movement of the slabs without damage to the
structure. We recommend that on this site the following
precautions be taken in connection with slabs-on-grade:
1. Separate slabs from bearing members with expansion joints
and reinforce slabs with a mesh continuous through interior
~ slab joints.
r 2. Provide a two-inch minimum void space above or below
I
interior, non-load bearing partitions.
I 3. Eliminate underslab plumbing where feasible. Where such
~ plumbing is unavoidable, it should be pressure-tested during
construction to minimize leaks which would result in wetting
of the foundation soils. Backfill of utility trenches beneath :
l
slabs should be carefully compacted.
I 4. Eliminate the usual gravel layer beneath slabs-on-grade in
r all areas to prevent large areas beneath the slabs from
becoming wetted from a single source.
5. Separate slabs-on-grade by construction joints into panels
with a maximum area of 200 square feet and provide a
construction joint parallel to and approximately three feet
away from the slab perimeter.
Following the recommendations given above will not prevent
movement of floor slabs in the event that the soils beneath the
3
slabs undergo an increase in moisture content; however, if movement
occurs, damage will have been reduced for a relatively small
investment.
Prior to construction of the floor slab or other exterior
slabs-on-grade, or prior to placement of any additional fill in
these areas, the ground surface should be stripped of all remaining
vegetation and moderately organic topsoil. Following stripping,
the exposed surface should be carefully examined to assure that no
areas of unsuitable soil remain. Any such areas which cannot be :
satisfactorily densified in place should be immediately removed
down to undisturbed, satisfactory soils. All new fill placed
should be nonexpansive and free of organic matter and debris; such
fill should placed in lifts not to exceed nine inches in loose
thickness, and where it is to remain in place beneath slabs should
be compacted to a minimum of 95 percent of maximum density as
determined by the Standard Moisture Density Relationship, ASTM
D698-78.
The backfill placed immediately adjacent to the foundation walls,
if not compacted, can be expected to settle with resulting damage
to sidewalks, driveway aprons, and other exterior slabs-on-grade.
To avoid settlement and disfigurement of the slabs in the event
that the backfill is not to be compacted, we recommend supporting
the concrete slabs which must span the backfill by haunches
structurally affixed to the foundation walls. The slab should be
4
~ reinforced as necessary for the span involved.
r
I GROUND WATER TREATMENT:
^ The ground water table is not expected to rise to a level
I which will adversely affect the construction of utilization of the
proposed building, unless building plans change and the lowest "
I floors are to be constructed in closer proximity to the ground
~ water table than planned at the time of this investigation, or
~ unless a source of water not presently contributing encroaches upon
the site. In our opinion, perimeter drainage systems are necessary
for the building, as habitable slabs are to be constructed below
~
the outside finished grade.
~
~ SURFACE DRAINAGE:
A locally high ground water condition can develop immediately '
adjacent to the building if surface drainage is not properly cared
f for. We recommend that the backfill adjacent to the foundation
~ walls be mechanically compacted, and that the site grading plan
~ include a grade of at least 10 percent perpendicular to the walls
for the first 10 feet away from the walls to facilitate rapid
runoff of surface water.
Roof downspouts or other water collection systems should be
discharged well away from the backfill so that surface water does
not have an opportunity to pond adjacent to the foundation walls
and cause seepage into the backfill. It is of the utmost
importance that these drainage precautions be employed to help
prevent an increase in the moisture content of the potentially
5
F
F
I
F
F
F
F
r
~
I
~
~
~
I
I
~
F
1~ ,
expansive soils at this site and to help prevent uplift pressures
from developing under the foundation elements and slabs.
RETAINING WALLS:
Walls which are to retain soils should be designed as
retaining walls to resist the lateral earth pressures. We
recommend that on this site the walls be designed using a lateral
earth pressure equivalent to that developed by a fluid weighing 40
pounds per cubic foot plus any appropriate surcharge. Use of this
lateral earth pressure assumes that the soils retained by the walls '
are well-drained and will not be allowed to become saturated at any
time during the life of the walls. We recommend that the walls be
laterally supported, particularly during backfilling, to minimize
the opportunity for damage.
LIMITATIONS:
The professional judgements expressed in this report meet the
standard of care of our profession. The test boring drilled for
this study was spaced to obtain a reasonably accurate picture of
underground conditions for design purposes. Variation from these
conditions frequently occur which are not indicated by the test
borings. These variations are sometimes sufficient to necessitate
modifications in the designs. If unexpected conditions are
observed during construction, or if the type, size of location of
the structures should change, we should be notified to review our
recommendations. Pier drilling or footing inspections prior to
pouring and observation of placement of fill should also be
performed by a Soils Engineer.
6
F
LOCRTION OF TEST N-+OLE
I~tTT 1,~ , A-PDLZ11E1J SU~3DIVIhtohl
~
M
~
~
W • 39 -g` AVE•
FIGURE 1 1
F
F LOG OF TEST HOLE
F
F ~ TE3T HOLE
Q ~
,
~
2vwF~t ~ MotST. ylt~`C~l~
SAIJCC.SM-Sc_.) 9
'
W / GLe.~( LL-Tl~,c
3
W
~
2
H
a
~
w
F
~
~
'74
G~A`I CGL~ P~P~a^~~ MolhT, SAUD`/
~
F NOTES:
I .
23/12 indicates that 23 blows of a 140 lb. hammer falling
30 inches was required to drive the sampler 12 inches.
2.
Stratification lines represent the approximate boundary
F
between soil types and the transition may be gradual.
3.
Boring logs show subsurface conditions at the dates and
r
I
locations indicated and it is not warranted that they
are representational of subsurface conditions at other
locations and times.
F
4.
Borings locations were taped in the field by Jackson &
Hamit, Inc. from existing landmarks. Boring locations
are adequate for the purpose of this report, but should
~
be considered as only approximate for any other use.
5.
No groundwater was encountered in any of our borings during
z'
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4
2 SION C A
SURE T
0
2
I
8
TT-
0.11 1.0 10 100
ANYLItU rntssune nar
3_PCF
Sample of ~t1~~T,An1~T Natural Dry Unit ldei9ht_g)
From. Natural Moisture Cuntent (6, %
s
4
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APPLIED PRESSURE rtOr
Sainpl e of
n
Na*..ural Cry Unit Weight PCF
Natural Moisture Content °ti
Swefl Cansalidation
i- . .
5 i ~
JACKSON ENGINEERS, INC. `
~ 6841 South Yosemi[e • Suite #3-B •Eng(ewood, Colorado 80112 •(303) 771-2232
SUBSURFACE INVESTIGATION
OF
Lot 18
Appleview Subdivision
County of Arapahoe
State of Colorado
For
Vision Development
10020 W. 69th
Arvada, CO. 80004
February 7, 1996 Report No. 01-1430
r
I
~
I
February 7, 1996
Vision Development
10020 W. 69th
Arvada, CO. 80004
Dear Gentlemen:
6841 South Yosemite • Suite #3-B • Englewood, Colorado 80112 •(303) 771-2232
Enclosed is a copy of the subsurface investigation conducted on the
site known as Lot 18, Appleview Subdivision, County of Arapahoe,
State of Colorado.
If you have any questions, please do not hesitate to contact this
office.
Sincerely,
Jackson Er.
16918
EN
INC.
~W W~JII!__
15~
By: Thomas
SCOPE:
This report presents the results of a subsurface
investigation for Lot 18, Appleview Subdivision, County of
Jefferson, State of Colorado. The investigation was made to assist
in determining design criteria for foundation systems, slabs-on-
grade, drainage and other related geotechnical precautions which
should be taken. Factual data gathered during the field and
laboratory investigation work is summarized on the attached
figures. Our report was prepared from the data gathered during the
field and laboratory investigations and our experience.
FIELD AND LABORATORY INVESTIGATION:
Subsurface conditions were investigated by drilling one test
boring at the location indicated on Figure 1; soil samples were
classified during the drilling operation based on cuttings
delivered from the auger.
1. Generally, the subsoils consisted of fourteen feet of
brown, moist, silty, sands with clay lenses (SM-SC); over
six feet of brown, moist, sandy, clay (CL) to the depth of
drilling (201). The lower clays eschibit a low shrink-swell
potential when wetted in swell-consolidation tests. The upper
sands are non-expansive.
2. Groundwater was not encountered in the boring during this
investigation.
CONCLUSIONS AND RECOMMENDATIONS:
In our opinion a suitable method of supporting this structure
1
~l
~ would be spread footings placed on the undisturbed natural soils,
~
I with the following criteria:
~ 1. The narrow spread footings should be designed based on an
allowable bearing pressure of 2000 pounds per square foot,
with a minimum dead load (plus one half live load) of 600
I
pounds per square foot.
2. Reinforce the footings with a minimum of two (2) No. 4
reinforcinq bars, the full length of the footing.
3. Isolated spread footing pads should have a minimum width
of 24 inches to prevent a shear puncture failure.
4. Foundation walls should be reinforced to span any soft
spots that may occur. The unsupported length for this
residence should normally be 10 feet. When local soft spots
are encountered they should be removed and the footing lowered
to denser soils.
5. Spread footings placed on the exterior walls of the
structure should be founded below frost penetration depth,
which is normally accepted to be 36 inches in this area.
Differential settlements of 1/2" to 3/4" could occur over
time. This is within normally accepted tolerances for this
type of foundation.
FLOOR SLABS AND OTHER SLABS ON GRADE
Some soils encountered in the vicinity of the site may be
capable of expanding on increase of moisture content. This
phenomenon can result in heaving and cracking of slabs-on-grade.
2
If the owner realizes that some movement and cracking of slabs-on-
grade is possible, and is willinq to accept the risk of damage,
- using the following construction details, as much as possible,
should accommodate movement of the slabs without damage to the
structure. We recommend that on this site the following
precautions be taken in connection with slabs-on-grade:
^ 1. Separate slabs from bearing members with expansion joints
- and reinforce slabs with a mesh continuous through interior
slab joints.
2. Provide a two-inch minimum void space above or below
interior, non-load bearing partitions.
3. Eliminate underslab plumbing where feasible. Where such
- plumbing is unavoidable, it should be pressure-tested during
construction to minimi2e leaks which would result in wetting
I of the foundation soils. Backfill of utility trenches beneath ;
slabs should be carefully compacted.
~ 4. Eliminate the usual gravel layer beneath slabs-on-grade in
~ all areas to prevent large areas beneath the slabs from
becoming wetted from a single source.
I 5. Separate slabs-on-qrade by construction joints into panels
with a maximum area of 200 square feet and provide a .
~ construction joint parallel to and approximately three feet
~ away from the slab perimeter.
I
~ Following the recommendations given above will not prevent
movement of floor slabs in the event that the soils beneath the
~ 3
~
slabs undergo an increase in moisture content; however, if movement
occurs, damage will have been reduced for a relatively small
investment.
Prior to construction of the floor slab or other exterior
slabs-on-grade, or prior to placement of any additional fill in
these areas, the ground surface should be stripped of all remaining
vegetation and moderately organic topsoil. Following stripping,
the exposed surface should be carefully examined to assure that no
areas of unsuitable soil remain. Any such areas which cannot be ~
satisfactorily densified in place should be immediately removed
down to undisturbed, satisfactory soils. All new fill placed
should be nonexpansive and free of organic matter and debris; such
fill should placed in lifts not to exceed nine inches in loose
F thickness, and where it is to remain in place beneath slabs should
be compacted to a minimum of 95 percent of maximum density as
F determined by the Standard Moisture Density Relationship, ASTM
r D698-78.
!
~ The backfill placed immediately adjacent to the foundation walls,
if not compacted, can be expected to settle with resulting damage
~ to sidewalks, driveway aprons, and other exterior slabs-on-grade.
~ To avoid settlement and disfigurement of the slabs in the event
that the backfill is not to be compacted, we recommend supporting
r the concrete slabs which must span the backfill by haunches
I
structurally affixed to the foundation walls. The slab should be
~ 4
I
F reinforced as necessary for the span involved.
F GROUND WATER TREATMENT:
The ground water table is not expected to rise to a level
F which will adversely affect the construction of utilization of the
F proposed building, unless building plans change and the lowest
floors are to be constructed in closer proximity to the ground
F water table than planned at the time of this investigation, or
unless a source of water not presently contributing encroaches upon
~ the site. In our opinion, perimeter drainage systems are necessary
f for the building, as habitable slabs are to be constructed below
the outside finished grade.
SURFACE DRAINAGE:
A locally high ground water condition can develop immediately '
adjacent to the building if surface drainage is not properly cared
for. We recommend that the backfill adjacent to the foundation
walls be mechanically compacted, and that the site grading plan
r include a grade of at least 10 percent perpendicular to the walls
I for the first 10 feet away from the walls to facilitate rapid
F runoff of surface water.
Roof downspouts or other water collection systems should be
F discharged well away from the backfill so that surface water does
r not have an opportunity to pond adjacent to the foundation walls
I and cause seepage into the backfill. It is of the utmost
F importance that these drainage precautions be employed to help
prevent an increase in the moisture content of the potentially
F 5
~
F expansive soils at this site and to help prevent uplift pressures
F from developing under the foundation elements and slabs.
RETAINING WALLS:
I Walls which are to retain soils should be designed as
F retaining walls to resist the lateral earth pressures. We
recommend that on this site the walls be designed using a lateral
F earth pressure equivalent to that developed by a fluid weighing 40
pounds per cubic foot plus any appropriate surcharge. Use of this
~ lateral earth pressure assumes that the soils retained by the walls '
i are well-drained and will not be allowed to become saturated at any
time during the life of the walls. We recommend that the walls be
~ laterally supported, particularly during backfilling, to minimize
the opportunity for damage.
I LIMITATIONS:
~ The professional judgements expressed in this report meet the
standard of care of our profession. The test boring drilled for
~ this study was spaced to obtain a reasonably accurate picture of
underground conditions for design purposes. Variation from these
~ conditions frequently occur which are not indicated by the test
borings. These variations are sometimes sufficient to necessitate
I modifications in the designs. If unexpected conditions are
~ observed during construction, or if the type, size of location of
the structures should change, we should be notified to review our
~ recommendations. Pier drilling or footing inspections prior to
~ pouring and observation of placement of fill should also be
performed by a Soils Engineer.
I 6
~
I
I
F
LOC~-f IO. N OF TEST H-qLE
M
~
~
AVE•
~ FIGURE 1 i
LOG OF TEST HOLE
TEST HOLE
~
SAtJC(. SM- Sc_.) F3 2vwN , MotST, ~It.'« ~
W / CLA`f LL-lrAr,d3
44- Gt_A,/ (GL) PJP~N~~ MolhT, SAt,~DY
NOTES: 1 , 23/12 indicates that 23 blows of a 140 lb. hammer fallin9
30 inches was required to drive the sampler 12 inches.
2. Stratification lines represent the approximate boundary
between soil types and the transition may be gradual.
3. Borin9 logs show subsurface conditions at the dates and
locations indicated and it is not warranted that they
are representational of subsurface conditions at other
locations and times.
4. Borings locations were taped in the field by Jackson &
Namit, Inc. from existing landmarks. Boring locations
are adequate for the purpose of this report, but should
be considered as only approximate for any other use.
5. No groundwater was encountered in any of our borings during
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May-16-96
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.
~ FINN and MZHUR J. PINN
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