801 Golden Meadow RdAddress: 801 Golden Meadow Rd Zip: 55123
Lot: 1 Block: 1 Subdivision: Sunset 13th I ?2 `2
THE FOLLOWING [TEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON _V / '
Yes No Comments
Final grade - 6" from siding
Permanent steps - arage
Permanent steps - main entry
Permanent drivewa
Permanent gas
Sod/Seeded lawn
Trail/curb dama e
Porch
Lower level finish `
Deck
Fir lace
Verify with your builder that roof test caps from the plumbing system have been removed.
Tum off water supply to the outside lawn faucets before freeze potential exists.
Call the CiTy's Engineering Depariment at 651-681-4645 prior to working in right-of-way or installing
imgation system.
I3UILUING INSPECTOR
4
cNbldginsp/f'ortnsl2002/final inspection checklist
?uI-21-03 07x22A Osle Brooke 7748216
p.01
DdIC A. Sr4Oe
1463 Corwvay Street
St. Paig, MN 55106
1uy 18. 2043
liee: New FZesidence
801 Galden Mt,aclow F?vad`]
To: Millervdle, Inc
, s66 Murpfiy Paskwar
Eagan, MN 55122
Ray:
This 6etter is to inform you t inSpected the abwe residence on M" 25, Z003. All of the
areas show in the drawings rrere campleted e9ecept #a the acwd pouring oF the conaete
Sbnrs, AN af the waic has been done to my satisfadion.
There +?as a cracked block near the Soud"t carrier of the gazage tho was nat noLed on
my drawinys but has been repaired. Tl,e cae v,as MNeci and the }nint tuck paiMed.
Dale A. Brooke
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ac report waY pr.pa[ed bp ms or undo: my
dlRaek wpsrv4sien oqd that 1 nm a Qaly
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FAX COVER SHEET
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Phone: (651) 675-5600
Fax: (651) 675-5694
To: /Lra-y A4 rc t-r? Fax#: ( 0,5- r .(-e L • se Fb
FROM: Craig Novaczyk Fax #: (651) 675-5694
DATE: ? • Z (o • D 3
RE: 04/ rqOLl.-rmvV A4E03'D0Gt-) QD .
MESSAGE CONFIRMATION
,
03i26i2006 09:03
ID=ERGRN ENG+COM-DEU
DRTE S,R-TIME DISTANT STRTION ID MODE PRGES RESULT
03i26 90'28" 96868098 CRLLING 02 OK 0000
03i26i2006 09:02 ERGAN ENG+COM DEV 4 96868098 N0.729 901
FAX COVER SHEET
City of Eagan
3830 Pilot Knob Road
Eagan. MN 55122
Phane: (651) 675-5840
Fax: (651) 675-5694
70: X" NIIt LE:y-p- Fax#: (o.?l •(? B L '84?g
FRdM: Craig Novaczyk Fax #: (651) 675-5694
DATE: g ' 7- (, - a 3
RE: 041 fq 6LZyr::Aj /{rjE*Oot.t> A-D .
EA058143 - 801 Golden Meadow Rd
PARTIAL FOLTNDATION 3/11/03 CN :
- UNEXCAVATED LOWER LEVEL WALK OUT AND TUCK UNDER GARAGE
PORTIONS OF THE FOUNDATION ARE OK TO BACKFILL
PARTIAL FOLJNDATION 3/24/03 CN :
- APPARENTLY SOME OF THE FTGS HAVE SUNK OR SHIFTED AT THIS
LOCATION. THERE HAS BEEN SOME SIGIVIFICANT STRUCTUAL DAMAGE,
CAUSING THE FOUNDATION TO CRACK IN SEVERAL SPOTS. I REQUII2ED
THE CONTRACTOR (RAY MILLER) TO INLIST THE SERVICES OF A SOILS
ENGINEER AND A STRUCTUAL ENGINEER TO COME UP WITH A F1X TO
THE PROBLEM. SIGNED REPORTS FROM BOTH ENGINEERS SHALL BE
SUBMITTED TO THE CITY. THE ENGINEERS SHALL OBSERVE & INSPECT
THIER OWN DESIGNED FIXES. ALL OF THIS INFO SHALL BE SUBMITTED
TO THE INSPECTIONS DEPARTMENT PRIOR TO ANY FRAMING
COMMENCING AT THIS ADDRESS. '
7748216
Mar-31-03 02:57P Dale Brooke 7748216
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Rapiata:ed Pxotesxional EaqiUee: undo: the
law8 of the $tato Of SSinaasota. Date'
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IIVSTANT TESTING COMPANIr
4000 Seau D'Rue Dmre • Eagan, MN 55122 .* (651) 454-3544• Fax: (651) 452-7826
= CO
DENSITY TEST REPORT
Hll.l.A C4NSTRUCTION
2004 WEST BURNSVILLE PARKWAY
PO BOX 1107
BURNSVILI.E, MINPIESQTA 55337
Pcaiact: 801 Golden AAeadpKr Road. Eanan
Date Tested: March 5, 2003 @ 2:20 pm
Ordsred By: Paul HHIa .
' 6 6ZlJICK FAX°O-m-amawl
To: ` , rom: ,
'm`GS/-
mw?
_ ?_ B? ( Gr0(.??I ? MG?kDoW P? /?
Repnrted: March 6.2003
fleid Technician: tuotk Sendin, iTCO
Inplace Dansity Test
Test Number. 1
Locadon: CeMer oP walkout
iooC
Deoffi Below Grade; Footl rade
Ymaal Sod CYass: SP Santl &?el
Prodor Curve Number. 43-01
Percwt Mo'r8ture: 7.9
"mum Mowture= 11.0
Rewve mbisrixe. PercenC 72
Freld Dens" , PCF: 126.2
8landard Madmum Dry Oansi , PCF: 725.8
Fielahlm Den ft. P6reent 100
R ired RAirrimum: 98
Remarka:
Caples To:
Grarge Codes: Oensity TeS181 #801 1
Charge Per Tcst 4306 1
hmie9e N612 5
? i' ( If/fw?? ?
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Signed ?
Dankl J. Naughtan. Professionel En9ineer- Regiatmtion No. MF81
03/28/2003 10:29 FA% 8905883
? 'rr
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- CO
T
INSTANT TESTIMG/ALLIED
ING CO1VIPANY
4000 BEAU D'RUE DRIVE • EAGAN, M\ 55122
PHONE: (612) 4543544 • FAX: (612) 452-1826
December 16., zaaa.
Hilla Construction
2004 West Burnsvilie Parkway
P.O. Sox 1107
Surnsville, Minnesota 55337
Q 002
ANNIVERSARY
RE: Lot 1-(Across From 798 Golden Meadow Road Ub/HpoNi
Eagan, Dakota Countp, Minnesota
At the request of the excavating can,tractar, a site visit was
conduated on December 10, 2002 at 11:00 A.M., to evaluate subqrade
soils within Lot l, prior to fill placemenk for the construction of a
walkout singla family residenee.
At the time of arrival, the house pad and oversize area and been
excavated to remove undocumented fill approximately 6 to 7 feet in
depth. Based an visual observations of the natural slope and
estahlished trees and vegetation directly to the north of the pad,
the excavation had extended to natural soils. Soil at the base of the
excavation consisted of a Einm, plastic sandy loam below optimum
moisture. Probes conducted at random across the axcavation indicated
uniform consolidation of the base soils-
A 4 foot handauger probe conducted near the northeast corner of the
pad indicated subgrade soils consistent with base soils with no
ground water migration observed. Fill depth to walkout
footina elevation is estimated at 5 to 6 feet, with density testing
to pe completed on a will call basis during fill plaeement.
In our opinion, the observed subgrade soiis are accepteble for
fill placement,
8incerely,
Instant Testi.ng,Company
GaXY 3)rdndish
Inspector/FHA Sup Yvisor
Charge codes: #605 - 2.0 hours /#612 - 12 miles
03/28/2008 10:29 FA% 8905885
MR
mo
? CO
.?? _...
MARCH B, 2003
INSTANT TESTING/ALLIED
AT7N: PAl1L HILLA
NILLA CONSTRl1CTI0N
2004 WEST SURNSVILLE PARKWAY
BURNSVILLE, MN 55$37
RE: TESTING AT 801 GOLDEN MEADOW ROAD
EAGAN, DAKOTA COl1NTY, MINNESOTA
la 003
IJPON YDUR REQUEST A SITE VISIT WAS CONDUCTED ON
FEBRUAURY 26, 2003 TO EVALUATE SUBGRADE SOILS FOR A SINGLE
FAMILY HOME EXCAVATION. THE METHOD U5ED WAS THE OCP (DYNAa1IC
CONE PENETRaME7ER).
AT THE TIME OF TESTING THE BASEMENT WAS EXCAVATED TO
PROPOSED ELEVA7I4N; AS 4'1ELL AS THE REAR WALKOUT FOO7INGS TO A
DEPTH EXCEDTNG PROPOSED ELEVAFION SY APPROXIMATELY 1 FOOT.
THE SdILS IN THE HOUSE PAa WEFE ENGINEfRED FILL CON8ISTING OF
SANDY CLAY WITH GRAVEL. THE WALKOUT FOOTINGS HAD BEEN
EXCAVATED TO NATURAL SOILS CONSISTXNG OF SANDY CLAY LOAM.
BOTH AREAS APPEARED TO BE BELOW OPTIMllM MOISTURE OF STANDARA
PRaG70R.
TO ASSESS THE RELATIVE LOAD BEARINd COMPACITY OF THE
SOTIS WITNIN THE PAD TWO DCP TES7S WERE CONDUCTED. ONE DCP
WAS AL50 CONDUCTED IN THE WALKOUT FOOTING TRENCH. TE5T #1
WAS CONOUCTED ON THE EAST SIDE Of THE BASEMENT EXCAVATION.
TEST #Z WAS CONDLJCTED CENTERED IN THE BASEMENT EXCAVATION,
AND TEST #3 WAS CONDUCTED ON THE EAST SIDE OF THE WALKOU7
FOOTING EXCAVATION. THE ?CP l1SES AN EIGHT KILOGRAM (17•6
POUND) HAMMER TO DRTVE A 20 MILLIMHTER DTAMETER CONICAL PbINT
INTO THE SOFL, WITH THE PENETRA7ION RECORDED IN MSLL,IME7ER5
PER BLOIk.
AT THE REFERENCED LOCATIONS THE DCP WAS ADVANCEp A TOTAL
DF; TEST #1- 337 MILLIMETERS (13.3 INCHES), TEST #2- 598 MM (
23.5 INCHES), TEST #3- 1078 MM (42.4 INCHES). TES7 #7
INDICATED AN OBSTRUCTION AT 337 MM WkICM INICATED A PROBA6LE
PUSHED ROCK.
OUR EXPERIENCE WITH THE DCP IN SIMILAR 50IL5 TO 7HOSE AT
THE 5ITE WOULD INDTCATH AN AVERAGE N-VALUE'OF 12 FOR THE
PENETRATION IN 7NE BASEMENT EXCAVATION; AND 4.5 FOR THE
WALKOUT FOOTING TRENCH. THIS N-VA W E IS AN EMPIRICAL
RELATIONSHIP WE HAVE ESTABLISHED TP EQUATE 7HE DCF DATA TO
THE MORE FAMILIAR BLOWS PER FOOT (BPF) STANDARD PENETRATTON
SOIL BORSNG TEST. 9ASED ON THTS DATA, WE WOULD PREDICT A
RELETIVE LOADBEARING CAPACITY OF 3000 PSF IN THE BASEMENT;
AND 12O4 PSF IN THE tNALY.OUT F'OOTING FOR THE UNDERLYING SOILS
PENETRA7ED BY THE QCP.
?-.?STANT 7ESTING CG._.1PANY
0$f28/2003 10:30 FAS 8905883 INSTANT TESTING/ALLIED 0004
U.
AS OUR EVALUATION OF TNE SUBGRADE SOILS S6 LiMITED TO
THE DEPTHS PENETRATED 8Y AROBES OR 7HE pCP DEVICE, SUBSEQUENT
LdADING dF THE SUPPORTING FOUWDA7ION SHOULD BE MONITORED.
SDILS CORREC7ION FQR THE 4NALKQUT WILL BE CONDUCTEA ANp HAVE
FURTHER 7ESTING.
BASED ON THE EVALUATION OF SOILS OBSERVED, IT IS OUR
OPINION 7HAT THE SITE IS APPROVED FOR FOOTING/PAD PLACEMENT
UPON COMPLETION OF SDILS CORRECTION.
SINCERELY,
INSTANT TESTING CdMPANY
i
MATT SANDIN
FHA SUPERVISOR
CHAiiGE CODES: 1-605, 3-308, 12-612
0/2812003 10:50 FA% 8905883
?
I TY w
= CO
TA
Y _ S5t11
INSTANT 1'ESTING/ALLIED
STING C
712S Wcst I?Gth Street • Suire 500 • Sacapu. NIN 55378
p14pNE: 952-890-7366 • FAX: 952-890-3583
March 24, 2003
xi]la Construction
15021 Park Avenue South
SLtXRSVi,lle, Minnesota 55306
ANNIVEpSARY
2003
RE: 801 Golden Meadow Road - Eagan, Dakota County, Minnesota
At the request o£ the excavating contractor, asfte visit was
conducted an March 17, 2003 to asaess settlement within the
foundation of a walkout single familX residence tuider construction.
Reported stress was observed within a seeti,on of the walkout
foundatian and a north/south interior wall. observations
indicated 3J16 to 1/4 inch vertical cracks stapped through mortar
joints and the concrete masonry units. We were advised that
instrument readinqs indicate approximately 1/2 inch of settlement
within the southeast foundation wail section.
To evaluate soils at depth, a backhoe was utilized to excavate a
test pit adjacent to a stepped out sectian of the walkout foundation
wall which indieated stress. The walkout foundation consisted of
10 coarses of block at approximaiely 7 feet helow the existi.ng qround
surfaae. Our obsarvations indicated a thin layer of snow and 2 to 3
inches of frast at the aase of the footings. The frozen soils were
temoved with a pick, and hand auger probes conducted. The prabes
indicated generally wel] consolidated soils below optimum moisture.
To assesa the relative loadbearing capacity of the soils at d2pth, a
dynamic cone penetrometer test was conducted at the base of the
footing adjacent to the Eaundatian wall. The dynamic cone
penetrometer (DCP), uses a eight kilagram (17.6 pound) hammer to
drive a 20 millimeter diameter conicai point into the soii, with the
penetration recorded in millimeters per blou.
The DCP was advanced a 1025 millimeters {40.4 inches} with a
aomposite, par Ialow, penetratian average ot 25.9 MM recorded from
the initial set hlow t? 488 MM (19.2 inches). From 599 MM to 707 MM
(8.5 inch zane) penetration was recorded at 105 MM and 114 Mt4 £or the
2 blows• Penetratfon from 736 MM to 1025 (16.7 i'nches) indicated a
penetration average of 16.7 MM.
To further eva2uate soils beyond 40.4 inches, a extension
was attached to the DCP and soils penetrated from 132 MM to 1058 MM
Eor an additional 926 MM (36.5 itichas). From 132 MM to 430 MAi (11•7
03/28/2003 10:30 FAS 8905883 INSTANT 1'ESTING/ALLIED ?J008
- ? ?
inch zone} a penetration average oE 19.8 MM was achieved, most
likely the lower lift of compacted engineered fill. The underlying
soils from 466 MM to 1058 MM (23.3 ineh zone), probably natural
soils, indicating a average 39.4 MM penetration per blow.
dur experience with the AcP in similar soils would indicate N-values
ranging from N-3 to N-15, for the total 1951 MM (6.4 feefi) of
soils penetrated. This N-value, is an empirical relationship we have
established to equate the dynamic cone data to the more familiar
blaws per foot (BPF) standard penetration soil boring test. Sased on
this data, ue wauld predict the following relative loadbearing
capacity for the subgrade soils withii3 the referenced test area.
Aoerox.Zone Decth Penetration N-v ue kqad Estimate
Averaae
253 MM to 488 MM 25.9 MM N-12 3,500 PSF
488 MM to 707 MM 109.5 MM N-3 11000 PSF
707 MM to 1025 MM
-------- 16.7 MM N-15
- 3,500
--------- PSF +
--------
------------
156 MM to 430 MM ------------------
19.8 MM ------------
N-13 3,500 PSF
430 MM to 1058 MM 39.4 MM N-7.5 2,560 P9F
Total Depth 1951 MhI (6.4 feet)
Sincerely,
I 'a TEBting Company
i
I
Garg S an ish
-Inspeg%tor/FFTA 3 erv isor
Charge codes: 605 - 2.0 hours /#612 - 12 miles
PIAR-31-2003 MON 10;26 AM FA% N0, P. 02/10
torl
Sal Mchnr Report
Attas Foundation Co.
P.O. Box 917 Rogers, MN 55374
(763) 428-2261 fax(783) 428-4754
Project: 03056 For+eman: Buddy
Start Data: 3/26I03 Finish Date: 3I26103
Pfaject: Customer: ,
i 801 Gplden AAeadow Rd. Millerville /
Eagan, RAN
Type of Mchors: 1 h& 1'/a" " anchors as manufactured by hlubbeWChanee
Anchors were installed avtth a 4000 & 9000 Ib torque head.
Helices are 8-10-12" diameter, 5' nominal lengkh. All material is gahranized.
Previous tesUng and factory recommendaliats assume a ratio of ultimate
capacdy to torque as 10:1. Anchors have 2-bolt fooiing brackets attached.
Artchor
No. Size No. of
Heiix Ex6ensiwis
5' 7' 10' P3I
Flnai Final
Tcmque Total
Length
(feefl Cut Off
(feet) Final Uitimate
Lertgth Capacily
(feet) (Wos) Allowable
Cepacity
(loasl
1 13/4 3 2 2500 9000 26 0 28 90 46
2 1314 3 2 2 25p0 9000 35 1.08 33.92 90 45
3 t 3l4 3 1 2 2500 9000 30 1.67 28.33 90 RS
4 1112 3 1 2 2400 4000 30 1,26 28.75 40 20
5 7 7/2 3 1 2 2400 4000 30 9.67 28.33 40 20
8 T 1/2 3 1 2 2400 4000 80 1.67 28.33 40 20
ApproveQ
MAR-31-2003 MOA 10:26 AM FAX N0. P. 03/11J
ICB.O Evafuation Service, 1nc. munau=&ww'd%wft biwww
5380 WORIfMAN MIIL RaAp • wtiFr71ER, CALIFORNIA 90407-2299
.,.?. . psuts;d;a,ycorporauonotme Intema6onal Conference of Building Ofriciats
ER-6110
EVALUATION REPORT Reissuedn?vemner 1,2uao
Cepyright 02OO 1C90 &valualfon Servica, lac. .
Filina Caeeaory: DESI6N-Miscellanenus (038) _
HEl.ICpL Pf6R° FOtJNDA7lON SYS7F.INS
MU68ELL CORPORATKN/A B. CHANCE W.
210 NORTH ALLEM STREET
CENTRALJA, MISSOIltN 88240
1.0 suBrecr
HELICAL PIERO Fountla6an Systems•
2.0 PESCWPTION
ZY aeneral:
The Hubba CorporatioNA B. Chanre Co. HELIClLL. PIERO
FoundaEOn Syatem is useq to underWn foundeGqns of exist-
' irg atrucWres, and is ueed Tardsep faandatiuns of new swo-
turas. The systemcanststs offoundafian repav bredcets anG
founaation an&ore.7lrefountkBon braclteRSareusedtocan-
neot thef0undation of tha struc[ure m the fcundaUon anchw.
21.1 HELI4AL PI@R° Fwndation Anehof Components:
TMe steei enchorcampanems consist ofone a more ciumiar
steel halbcplatNwWee tn a cantral steel shatt. Thatlaplh of
thB 0mdedrnentotToundelial sndt0Y6 iM0 fhe SMl fan.pe Bx-
terdad M adding onearmore ateel shaRezterislons, mupled
togamertDTorm oim laig oonUmlotts Cier. 6c6en9ons aen be
with a wlthaut steel he5x p1ates auadied.
Sach steN he1K pWte is'/& inch (10 mm) h* oW haa an
oUtet dianeter oFfiom 610 74 irnhes (15210 966 mm). and
an umar anntAtis ehher 1112 or 7314 kches. (98 or 44.6 mm)
squere. Each plete is lomred wi1M adl radial secllare rrormal
to the cenM largilutliral axns. *_ 3 degraes. Tha heGx pitch'
ie 9 IndreS (78 mm)-
The cen6sl amel shsft oE lead saotions and e#ension sao-
tlans is e round aom¢retl square (RCS) aditl sYel her. RCS
psra are ather 11/2 or t3/q intliea (38 or 44.5 mm) sQuaza
Each leetl eerhan of a toundation micher las pnwritions at
tne top for a wnnecdon W an axWmkm, and hea sn eanh-
Pene0raling pAatatthe boUan. Eaai extensbn has ProvisiMs
for a coupler at one end eYid a cOnnedlon at Ula Wher. 7he
couplef le an tntegrallytarged socket Uot atipa over m RCS
shaft ofthe sffine sim. Eacn socket has s7ansv9fse tole sa
thet lead SeCG0118 And exfensto(4a pn ha mnnecteC Lming a
60ft and mA.
Faratlfoundetlnnencharledsand axlenawre,helixpletes
are wekietl ta their respective shafls. Nomifral spaoitg bs-
tween heUx plates is rrol less Men tlaee dmes fhe diamqlerai
the lower heliw For exempla, a faundeGM anchor laad with
an 8-,10- and 12-Inah-dlameter (20.9.764 enA 305 mm) helac
hesa rwndna124-irrch space betarean the&md 1 04nch (203
end 254 mm) he1'a arW a 30tinch (M mm) spece belween
tha 10- and 724nch (284 and 305 mm) taNx Flgure t ilhis-
tretes the foundetian anrhas.
212 FoundstionB(dokets:ThefaundationrepsirbraGCels
uaed to address famdetidi setdemont are Pm[e Nos.
C150-0121, C150-029H. Ct50-0299 and C150-0147. lTe
uraclots consist of aPPer and laa+w stael bradcet 6odies in-
termnnauea uefn9 hvo k»Its The hwls, dessaibed ?'liftirg"
bdls, are Tle inch (22 mm) In ?amelet far ifie Nox
C1fi0-0121, C150-o298 and C1804299 draGkets and 1 inch
(25 mm) in coame6erfor lhe No. C1S0-0147 6raekAt'The law-
er bracke[ bodY consisWof steel semons shaPed end weMed
....s-etf..rtnwi.vemlaWnaftlmslRlUUfO.The
et ? q1a calidete &wnda6an. The aPPm hradcat budY is T-
shsPed. wNt, the stem oFiha T Wn9 a sted p+DO in whfah
tlie shaft ot tt+e faundation mehor is insertad. 8radceta No.
Cp1ving 7?IyiNm -?h (38 mm9 j?uare 311dis. 6rachet xm.
C15a-0299and C1 S-0147 SM usedwllh fouodeNun enchoB
faaing 13144nch (44S mm) sqtmre shafts. Fiqure 2dluatretes
pre brarkafs,
Brackeffi Na C750.0721 afd C150-0298 are used to ad-
dreaS SBtl?B?NBM Of re?OR ti2? d4re9ing9 8nd qQfltCOmII18r"
buddinga. Brarkels Na Ct 60-0299 and Cg50and -0147 afwk
m a?ress setd9mant E4 large dwelm+8
huildiqga.
The fi9M-WhunderWnnin9 brealretNa C75U-0239 isus6d
W address setllemeN of pardres, paIW6 and 0ght conrfete
smbs, rMa breakec muists aa steM waccettmaywuh a seat
1 nd ? i-dlcmmtB ameter (? mrand n) IlPong ?CWt 7Yre aiinero?rls
a round steel PiRe wnh a drillea and 4313e11 steel mP On tOP,
inM whiDh MB foutld6tlOf1 a11d10f sfM'11f ts iPSefEad. Figures 7
antl 8 ilWSlrate the bradcet SIa6 repair bratlcet No. T1500065 is used to adtlres6
aeNlmnent of axi9ting oonCfete stals on 9rAd8. This bredcet
ca[Wsts of a staef dtemel, an andWr tertt111Yafor eM a
1-Inch-mameter 95 mm) bolt Tha e(wW teimirUror is a
aquaro stoml tuhe wifh s dNled arid fapped at"t?p an lop,
inb which dia fouiMatlcn andtnr simft ts Inserted. Figures 8
and 5.111lustrate the bradcet
Naw.canspyctian {oundation 6recket No. C150-0132 ts
umd m support9ravityloada ihe braoket is used witli s2eal-
mncfetefaundatians.lhe fuixlo-
e of a??/z '+ick (18 mm) rectan9,larsteat plam
welded ro 2'Jr{nohdimriater(83.5 mm) eteal p,bing. Fig?ses
4 and 8 illustrata tthe hracket. .
2.2 Makerial Specif'callons:
22.1 Hellx Pla6es: Material speaficsBons far thw 1eIlx
pletes are nnted in lmdes 1 and 2. The Wates Irave??
B-'I. IrotafiPPetl 9ahtsnized cadtln9 ?nWY?9 vAth 153.
ewHOmron rrAO?Yx AfrcaoEsmwrraes?arxr, anaaymmrdrron,widewJo.matan a cwsAwmea?ef?ca0.xwku?srbeaotlra?n nAtc# 1bs+rpan
ixbazedBwl+ad&n ^9?arcaWbbeennxmradwrcgrweMi°S?berkaara ra+Aaatal8mneW+pacb5Wrtlbm(drmNnwaswesow?eetor..eamrma
Qprioafqµq ofebexyyjrarrqwp,
1k6 roport b baud vpvn 1ndcrmWrnr reece uotAarteuVnLxl GnoxxNUiaafby(heaWhm? 7Le7CBOBvdN,minnSanicR [ar. rcrknreeltp??m revh++?dlNC
waradbaM/orod?er?va. bardoeanaps.vmrmJcdP+derrrmaAe w.lydepsadmnvwry(raduti771mr'am roarm+NbY1C80fiaWar/nxSewk67rts. eryrl.°
W naPt"m la aW'i'fndirtg °erWh ermoKqia rhe+rPMor m b enYProdad eauffed 6?Hu T1Parf. TAva ?6xclaimeNedrd4 bw & ner l7mNeQ fo? weftAenmAQ7qt
rm9v . o' u
FIAR-31-2003 PION 10:27 AM
4f
Paga 2 +d e
2.2.2 Ancher ShaNS (L.ead 3WCUM$ OrlA Fstensionrt):
TTCe t1/Z-arW 13144neh (39 arid 44.5 Mm) squara RCS 9hafts
con(prn eigl?ioP$fMA? f 7f1 dnd 100 ksi minimum
y 689
ield atW t9f?slle Sken9tl?e
Y? a? A15! 1530, tiavir?g mi?mum reld
MPa), resPeali'?el
2rid tenyle strengmg eF 95 aircl 720 kai (655 and 827 MPaI.
r"pectively.An ? or mPM? ASTM 53trot-0lppetl 9sl-
v?2.2.5ad maYn9 4 with A 1 FoundaSian 9caekets:
71.17 Bfaeke! BodY• Th° M2dcets ar6 fOm?etl fmm
i1a• °??r,'/a- ?1lr+ndrtlucx (6.4, 7.9. to w13 mm) steel
tlrat meers or exceeds t? coetin915cMf°??9 tn G_?°
have a hoFdipped 9slva g-1 of A9TM A 153•
22.3.2 PIPe AsaemdlY: The pipe in tlo upP"dadcecbotlY
oftheC160-0721.Ct5aQ298a??1. ????°b
pair6rackelsismld-lortnedf W??.?A500Ci?ade9,
?eal ewcwr? aaUns• ?aMne
the smal Wbe has mirdmum yie10 mid tensde abangft of 42
and 68 ksi (290 and 400 AaPe}, respecGvdY ihe pipe m Me
upper bhmquet yody ol ttre C150A147 famdsdon repeir
pracket is hoMolled, electr+caFiedsqncgwelded, rowd
steel tuWnp. ComP1Y?9 W? ? A 512 a A 513 Grade
1020. 0ie sleel It1m haa mmimwr yieM aM tenmile stren9ths
of60 and 62 k4 (345 and 427 MPe), reapec?veM•AP P? ae-
t?dipPad? 9aNamzed msfing
mmpiying with AS7M A 753.
2Z6 8olts:
21.0.'1 SEeel foundadan Mchaf: The sims?s O
bol? mnnedln9 tlhe ateel tow?dabon mx#mr
lead erections a mnot'er eAwrao^ are desalbed'm Tg61a 2.
All hdts are hOtdPped 9Wvannsd steel.
u,q,2 Foundalim &adwtw-
42A2.1 umna eaile: The rflna bOa rw ma rw.
C7W127. CY60-0288 erM C1500Ma^ ??
hava a7fe,nch (22 mm)?amet? arb c?Y
Grade S. The ilR§i9 6oit for Mie Na C150.b147 TounOaGon
bracket has e dfameter aE 1 inCh (25 mm) alU camWtes m+ilh
'
5AE .1429 CxaAe S.
2.2.4.2.2 Cross 80140- Cross hdts for Vie No. C730-0121 ,
C160A298ard 016042991awndatim txaokab h"eadism"
eter [d e/g indt (1firttm) and cnmPlYwitlt SAE J429 Grsde 5.
? ? ? rtun) Gfamater srM, conWl?oes?'wdhbredcet?
6rade B.
2242-3 Canrrete Anchar Balfs: AnGror 6oVts shad De 51e
Inch 116.8 mm) in diametar fw aA foundatlmi mArhmts. cmi'
Cteta andmr 6otffi ate desi6ned far each ProiwL
22.4.3 Li9ht-dul? ?daqM^^?n9Braokeb Ttre bdtlathe
utq
pght-lulr undmpfnnlng nracRee Is a t.indrdtamerer (213 mm)
bolt aomptyin0 vAtlt SAE J429 Grede S.
22-4.4 brseiaet?t??s ? ?S26mmb?t?w?tliB ?P.E
J42g Gretle S.
2.2-4.6 Newtanstn?ctla? Foundatim Bradrek 7Ae Ip![
7re toundStbn a?i?chor i?ewa 31?+^cMllameter (1 ? 9.1 r??tleCdt
st=nOY a?na a 1si??; ??i uw?t'mwf?^9R'?
qg7r,A A 193 C,rade 87 mr i Lru^mh (44.5 mm) RCS sheft6.
2.3 oeslan:
2.3.1 General: 9tn?ctUt'd1 ?IGtla4ons must ba auhmitted m
the buiVtlin9 uffiasl for eadi huildin and must 6e based on
emePmd en9inaeAn9 Pktdales. 'Ihe aesipn memod is me
Load and Resisqnce Fector Desipn Spacifucation in CI7sptar
za. ENvrsan it, of tlte u0tle. Yhe desigA aVengtll6 of IndiVithi2l
FAH N0. P. 04/10
ER_s1i o
"tl s¢cUons aMl extanam $ ? 5? ?
mid 2 Facmred nomire?
pe IeG4 tl+er tlre
CdUTnBUtlQMgoIfotmde e?d?tlueW?P?
?sroo Ioeds,afWcamhlY?edflmwral arrdoort?!re stresses brackets,
at foundation andrors usaA'Mm H f?de ren? neoesssN
shell be induaed in Ure analysis
?wc8on m
by the b?u'IdNO9 0? ar sUu?l eas19?
Seiermc Zonee 3wtd d rWves °"Pft^" vAth Sedon
1809.6.1 ai the oods A sdl imeedgaeon reportIs nacassarY
and nwst ineWtle ?? ? ??g deq9ry
1. Soil proPe?
2.. Mowahle 8di b0e1Nl9 pessuro'?e areas-
S. suiteGAitlt for use n aeiana? e,?? ?Qarto-
4, ddorniatice c" gi°`aWwe
sion.
q R? Ccmoedion m BuiMtn9 SW*bero° Dav;nvward'ad_
irig daWqn strereft associa(eu wiih onnh faMation repaK
pigcket ara as tatloxa: C150-0121 - 20 kiPe f? ?:
Q166-0758? C1?a, C730-0147_AQWpa (178 kN ;
C15W?39'S kips(22.29cN1? G160-0192-15 k#ps (86.T M7).
TTre doaornead-vallng doW Sbunglin is 5 Idps (222 kh1) f"
ihe T160-00H5 sieb Mpeir brdc*wt
Factored feoyn laads muSIv.rot? ??nma?d d D
rrnmt beGesiB? ?"+?"` s due m the fau1A?12nd
irg oficial tor car?trated 28. 3?sS.
?D ?epetr bradreb. 0? ereas not exn9 18?OBA
11.4 ' and 28 squsre md?s (18.064. 2z.258. ?.
and 18,[M4 mrA etW he Wed to 'aAste tlta conuete
-- ....?r w xw goat af ltM C19"123. G150-0147,
latef8l
antl
Z.3.3 P?oSedionoFPkrand8rdcketM8tlMIB:Rotedloli
of the pmr an4 braClmt matmftls mist aomplY wlih 8eo4an
1807.9 ot tlte UBC.
Zd InstgdlOrc
241 Ganer.d: The NEUCAL P1ERa Fowdatios 9Ymem ia
bm18qed bY h B. Chence Co. cerG6etl instsftr8. Lfe'nBd co
imltaU the A. S. Chenoe Co. HELICAL PIERa Fnundetion
BYBwn-
2A.1.t FoimdatlonMchou The ftrda6an andrors are
. ?antlreversew-
i?islalletl uaHn9 ro1WY ??d ? must be W$?? and
pahil?iae. 7he fauMa ???d pWm F??? atF
a^? as ?tl C150-01Zt,
clqrs m be amd1ad ro tna sttuc4ce ,,Atn me
0150-U141, C160-M 2ma Ct?? ???w rMmir
6rddreLS aia installed alanmMle of3 W S degraas 6nm veld-
tal. FamMation a^hors atiched tn sonxhues hY fneanre af
the Na C150•oY391k]nbdub ?VW*"l^g dmEMt' the No.
T756-W95 sqb repair brackbt ot the Na C150-0i32 naw-
aonstrucdon fotlnda i ?ledi an amoa?y
pNmb.Thefaun?u?on anchors tlnuoas menner, wiTh the ?e of rota5an baing witliin die
rarge a15 M 20 revdk'GOna perm'uwte. ExdBROlunS are cm'
neo9ed to de taurdation aneW usp9 tlie holta aPera6ad in
TaA1e 2 CouWimJ hd4s must be tlphtened fmnly pgh a
w`ench-TheFwndatlonecxl+wsareinsall ?? e??
depth shoam an p1a q?e b01tOm of a fnurldetiat.
5 (eet (lsza mmJ ?0w
24.1.2 C'150-0121, C15"1411, C150-028H and
8
Ci90-0299 Rounda9on R°Pa?? ?' T? T?sh2pad
MAR-31-2003 110K 10:28 AM
Page 3 of 8
upper traacet coay ls shn overthe end oftheexransian or'Ihe
insfelled founAelian atxhW. Tlte lowar 6retlcel bodY is at-
tachmd tv Me awazele iw'ndafian hy meens ofa conarale an-
chof complying wiBi tha md0 or a eurterR evaluetiorl rePat
The lower6racket bodyis atfaMed m Ihevpparbretket hody
49ing the liffing 6oib. A jaclc plaoed on mp af ttw T-shBPed
section of the bradcet. wlmalacirin9 taW on tap oftliejaok and
wnnec?ed In ?e Iifling hdts, is used m IiR the iower hrapket
bady as R pushes da?m ort IryB upper bfdNcet npdy. The nuts
on dIB 6olis are Gghl9netl antl Vre j3Gc is f0moveQ.
24.1.3 Slab Repsir eraclmt The glqy repair bBCket is
instaAed an tpp ofa )Waidatiai andwf fPrat has heen instslled
IlxouBh a 84ndi-diemeler(152 mm) hWe core-ddpad UVnugh
the Oatcrete stah. The §op of Iha fa+mlaUon andiw ahal( be
t inoh (zs rtan) ee(ow me slae. Priar ro uwraeUg !ha founda-
tlon anehor, q 1400MieBp (314.8 mm) popcet is excavaled in
Che sub9re'de beneaCh ft hole in ihe sfab, The Oeb r Ir
brdCket tube is pleced over Ure {puntiaBpn snqpr ?R,?
siah repair bracket charnel is pfacstl on toP of ghe hrsaket
tube. The levefing bolt Ls Uveaded tnta tha dpronel arxl WCa,
POO i9 the bradcet so dmt eaW end Of Ihe ahenndl is in
cantaat wi9h et lea$l4 Mraµre hwhe6 (2580 mm2) of tha aleb.
Th¢ rtlattintunl tOMue on tha 6dt is 150 fl-Ibs. (209 N- m).
Sea F'?guro 5 for lypical 6wmeoan detall6. .
z.a.t.a (iew-consnucauo rbundwqai sPacket rr» end
af 1hm sne(tolthm frmla9ed famaadon snchoris cut off, wihe
P? Is WetOed uMllOheslaft lop is a rNniawm of 3 Mdhes (76
mm) above yro faundemn ayymdg or at a level where the
bracket w7i supPolt an WWlayerafsleet reiMorcin9 bars in
Ma aonaete fautMetian: Tha neW.mnsNuc4on faufldstiun
6redaat is daced over. aitl seamd on Na Eop of, ihe tamda-
Gon anchar slwR. The sYel mNtormng 6araof fheiourulation
aTe Plwd in dkec[ mMaCl with Itre !op of the bredkeL H r,
918R11. Ille 6radcel (s can(ret$gd m tlta fotAfQaEion 2itaqr
sh9ft wiBi a 314mirmll-dlanater (19 otrn) hdl histaABd Ihlqigh
a"fte??Hmeter (211•8 mm) hole predrlAed 'en t'lp-cch
C? mm) RCS TourNatlon antlux shafts, wa 7la-ind'r4lame-
ter(22mm)batinswrdUva,?har?cY,4iameter(2g,r,m).
holepreA4tedln79/einmr(44.5?mm)RCStoundaGanarwhor
shafta sea Fipure &
24.1.5 LI9hMuy! Mdarpinning Brackup The eM of the
ahafiaftha iretelledfcm+datlon andmris awaFf orihe }ounda-
lfon anahor is inetailed unil the shaft mp Ia a miremum nf 1
I11oh (25 mm) pebw tlte 6ottOm af iha sl8b. TAe 6a1t guide ls
PleceQ on top Of die fowdaUOn andwr shaR arM tlha pipa ef
ft breaket n Slipped arm ple shaft. The Ixaaket i6 ettached
m the omcreta aleb 6y meana of eoncxele anchors irreldled
in acmrdance with the euatuaeon report an the andmr. The
A1ling bdt is Cueeded 'ofm Itle P(pe pP go tl19t il8 bsae Bn-
9?e Ihe hoR?ida tr?de tl?e pipa.7t?e mezvnum mrNe an
details. qha bolt is200 ft-Ibs. (27.1 N• m). see Flgura 8 forins40adon
2.42 Spee'aal lnspec6en: Spapw insPmdon'sf aomt'dsnae
wilff Sec6on 1701 ofdrecode shaM bepravitled farUm inatal-
lettcn a am ra,ndasan ercdrore ana roundetion bradrem.
Iiens to 6e rnn{rtnaa yy the special inapector ehatl Inqlutle.
6ut notbb tindled lo? themen?ire(e cmttfwafwh W lnslal6
ers, trie instaltatlon mr" arqi depth af Ihe foundatian an.
rJars and mmpAenw ef Ihe insqllatinn wilh the approved
consWclian aocumwsand ft evaluatian repcut, in tieu of
°W1tin40U8 3pe41a1 ingpgctlwl perjpdicapepied inspgdion in
acc°Mdnce wi117 58diaal 1701.81 nf peg cpag M PwmryW
Provided that "amtallers are mAftd bg tlfe manufscWrerand
FAX N0, P. 05/10
ER-6710
atrurlufel ahS4fvetlonB 1n acroNencB NAfh 38Cti0n 77023re
provitletl,
Periotlio Inepecliona shaq 6e parfortnedln accardanoewith
the tallawing schedWe, subjacf m tlm hultl'nlg oificial's ap.
Provej=
t. 8efif9 fhe stai4 of work-Veri(y ma7fY(ecWRf, vBr{fy ifF
staners caNRcstton uy ttre manumemre, and conryirn
pier antl 6raclta[ configuration compl7anee with consfnm-
ticn doaNne"AS end Ihis evaluauon repoK
2. lnslella6ai of fuet helical steelqer--Veriry that IoGation,
insteqation tarque, and depql oFheliral steel plers con1PlY
with construdfon documents. Verify ahat insiauers keep
an Instaila6en log.
3 FrstcomarJianto?dingstrucWre--VerifytlmtirelaUd-
fimi of fnundatin repev bracicers or new oortshuetinn
6radcets campilee Nqkh canstruotion dacvments and qtls
evatuedal reoor1-
s. End orarork-Verlfy Huat Ii"ta11a9on !ag oompUes aAth rw
qWrements spedfled in -Ufe mnstruttinn dowmems;
vaily Umt hsfalletion of eA SOLuhaW Cwnectlons cara
P6es vuith cormWction dooumenls srM pds evaWatlwt re-
P?
2.5 Identlficatiat:
Fawile6on an'mre have fi6 wm!'CHANCE' stamped on
ft lopOfMe treAx. Thefounda4at andwra araaisoidentlfletl
hy a teg w lahel bearing lha rrane erM address oF A. B.
Chance Co.,tlie carobg numbe , tlre Productdesa'ipmon. Vf0
eva4m4on report numCer {lC80 ES ER-6i1o? aod eiename
u( the qualRY cantrol agetlcy (RADCO). The 42ckets ate
identifred bY fabels hming Ihe mlelqg rnnnber end pradud
descripWn. In additial6 Vre Ietielr'C" is slamped bn Ilre Na.
015D0121, Np. C190-0ZB$, No. C750-0209 ertd No,
8.0 EVIOENCE9V8pqR'(pp
AAataiW SPecifications. inaWadan WaGvcqqns, load Easts
and a qimlity caNral manueL.
au FlwrunGS '
ThatfheHFJ.ICAL %ER0 Fomldation Syabemsdestr9h0d
in lhig repoH comptY rpyy tfp 199T Unlfiarm HuNding
CadO . suA7Ject to qm fMWwipg candNiane:
4.1 The feutxfs4q11 anchora aeE manldeclu?ed et 91e
A B. ChanCa Ce, facITiIY bcated in CentrelW. Nle-
souri, With quaiity contrd inaveationa by RAOCO
(na.sso?
4.2 The fowiAa9an enchars aIe manutar2ufed, ideMi-
fted andWtWad !n aceoMance wity yds feport,
4.9 Spedal inspac6on jy prpvlded in aCCOrtlanoe wlth
Sedlor+ 7A2 oF tllis reporL
4.4 En4fneedng calcuisnbns and drewFngs, in accar.
aarwa wiue remgnttea engineecros prhtciPlas ana
4eppn Pemmalers, are prwided ep qfe hWtdin9 cf-
fida1.
0.5 AaolfFnveWgellpnmustbeproyaled{preadtproJ.
ec! ate fn arsordanae wiqi SeeHen 2.3.7 of ltus re.
Pmt
4.6 TheeppGadlactwedlosESfiustnotaxeaeafhede.
eign sOangih InaQs in Seatlon Z3 d ihls repoR
7'Ms repert is sWyect tp re-exemlnqMBon in ona year.
MAR-31-2003 MON 16:28 AM FAX N0. P. 06/10
Page 4 of 8
£R-S110
-raw? c 1...?IkRCRIP710N AND OE816N BTkBi6lXS OF LEAD ?$
•"_' ___"'_"__..__-
W161SION4?
?
I?PiDt ?PLnA6
NIN??e N Y?9a+ AM+tt sA-t-0 c1w? DP^IW aNnairl Im
•KMM
?4 ?
?
ME
I ctso-aoox s i r/z a - - Rta w
z cIso-oooI I Ph e - - u1e 20 A.sM wsnm
3 CI50m58 5 lVx t0 - - Hid 20 A935G? 50
4 C}50-0OQI 7 l?/T l0 - - m EY???
Y
s cisaoz+z s ili: ia - - ?
6 C150-0009 7 lih !2 1" m
7 CISO-0243 S IVx 14 R 16 qy??em
7?
8 CI50-0005 7 l1h !4 16 W
611N
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IFm dcaeVtbn af mmrsuimK sae Figme I.
2RCS = Rauzd mmI d 1T-
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MAR-31-2003 MON 10:28 AM FAX N0. P. 07/10
page 5 of 8
ER-5110
rew e?rurr.o?orinx awo nFSlc?t SiRENGTH OF EX7ENS?ONB ?.?..^ ?'_"" _ _-_-_ M?COWl1MGGOLT9T IEIa[RwIE
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MAR-31-2003 MOfl 10:29 AM FAX N0, P. 09/10
? Page 7 of 8
ER-S114
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MAR-31-2003 MON 10:29 AP! FAX N0. P. 10/10
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CONCRETE ?CHOR
SLAB BOLT
For Sl: 1 3ora = aa,mo.
?A50-0239
1 V2 SFiAFTs
Flfd(IRE 7-416HT4lJfY BWlCKE7
. • ? . : I.IFTING SOLT.
?d ? •
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. , . ? ` PIPE GAP
eOLT GU1DE
HElICAL PIEH
Frsur+ea- ?n ?i?u?rn'.ourx
? -?-- -- RESIDENTIAL BiJILDING
Permit Application ? P _ ?? ? ql:?-
City Of Eagan
3830 Pilot Knob Road, Eagan Mn 55122
Telephone # 651-675-5675 FAX # 651-675-5674
y 0
New ConsWC6on Reauirements RemodeVReoairReauirements se On
3 registered site surveys showing sq. ft o( lot, sq, ft of hause; and all roofed areas 2 copies of plan of Survey Recd
(20% mazimum lot wverage albwed) 1 set ot Eneqy Calculations for heated addifions r Pres Plan ReW
2 copies of plan shaxing beam 8 window sizes; poured found design, etc. 1 site survey for addNOns & decks Pres Not Reqd
1 set of Energy Calculations Addilion - indkafe i(on-site septic system On-sife 5ep& Sysfem
3 copies of Tree PreservaUon PWn if lot platted after 7/1193
Rim Joist Detail OpUons selecUon shcet (bklgs wilh 3 or less units ?? ?? `?1_ ?V?l''? n
?,?
Date 2-/ ?/0? D, 1?..t,W=r?'??3 ionCost Z*? ?'f%n.co
Site Address ' ?
-
- -
_ - - , Look --i =77 R a
Description of Work
Multi-Family Bldg _ Y N Fireplace(s) _ 0 ? 1 _ 2
PropertyOwner Telephone#(t'%12) 2Z-33-7
Contractor
wddress
t
State K ?Qip City 2
-7
Telephone # ((Gj 2-) 2-3- 7/ ?J /
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Cateaorv 1 Minnesota Rules 7672
Energy COde Category , Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet
(4 submission type) Submilted Submitted
• Energy Envelope Calalatlons Submitted
Licensed Plumber
Mechanical Contractor ???--
Sewer/Water Contractor pk'vyl
- -r
Telephone # ?Pl?- ? 4-2` 3D63
Telephone#(W-?) -46s-9993
FEB 1
I hereby apply for a Residential Building Permit and aclnowledge that the nformatiotr'?c6mplete and accurate;
that the work will be in conformance with the ordinances and codes of th ?".y?i?of_Ea -? State of NIN
Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a
permit that the work will be in accordance with the approved plan in the case of work which requires a review and
approval of plans.
Applicant's Printed Name
Applicant's Si a re
OFFICE USE ONLY
Sub Types . •
-- >
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
?r- 02 SF Dwelling ? 08 DB-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - MuHi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4sea.) ? 33 Ext. Att - SF
? 04 02-plex ? 10 OB-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc.
? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex Plbp_Y or_ N? 25 Miscellaneous
Work Types
? 31 New ? 35
? 32 Addition ? 36
? 33 Alteration ? 37
? 34 Replacem ent
Valuation ? .0O
Census Code
SAC Units
Nbr. of Units /
Nbr, of Bldgs ?
Type of Const ?
Int Improvement ? 38 Demolish (Interior) ? 44 Siding
Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair
Demolish (Bldg)' ? 43 Reroof ? 46 WindowsfDoors
`Demolftion (Entire Bldg) • Give PCA handout to appliwnt
Occupancy MC/ES System
Zoning ? City Water
Stories Booster Pump
Sq. Ft. PRV ?
r
Length ?15' Lu Fire Sprinklered
W idth
? Footings (new bldg)
_ Footings(deck)
Foorings(addirion)
? Foundation
Drain Tile
Roof Ice & Water Final
? Franung
Fireplace X R.I. YAir Test ?,,(Final
? Insularion
REQUIRED INSPECTIONS
? Fina]/C.O.
FinaUNo C.O.
_ Plumbing
_ HVAC
Other
_ Pool _ Ftgs _ Air/Gas Tests _ Final
Siding Stucco Stone
Windows (new/replacement)
? Retaining Wall
Approved By Building Inspector
Base Fee
Surcharge
Plan Review
MC/ES SAC
Ciry SAC
Utility Connection Charge
5&W Permit & Surcharge
Treatment Plant
License Search
Copies
Other
Total
????-? ,? ?s?? - s/-
12,L-/g y s y
( SJ? 7?7
?
?
MECcheck Compliance Report
2000 Minnesota Energy Code
MECcheck Software Version 33 Release lb
Data filenzme: C:\ProgramFiles\Check\MECcheck\millervillecck.cck
TITLE: Millerville Homes
COUNTY: Hennepin
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
DATE: 02/05/03
DATE OF PLANS: 1-30-03
PRO.IECT INFORMATION:
Drawn By Creative Design
Mark Reichel Designer
COMPANY INFORMATION:
Millerville Homes
COMPLIANCE: Passes
Maximum UA = 566
Your Home = 448
20.8% Better Than Code
Pemvt Number
Checked By/Date
Gross Glazing
Area or Cavity Cont. or poor
Perimeter R-Value R-Value U-Facmr UA
Ceiling 1: Flat Ceiling or Scissor Truss 1662 38.0 0.0 50
Wall 1: Wood Frame, 24" o.c. 3105 19.0 0.0 155
Window 1: Above Grade, Wood Frame, Double Pane with Low-E 257 0.330 85
Door 1: Solid ? 38 0.125 5
Door 2: Glass 40 0.350 14
Wa112: Wood Frame, 16" o.c. 1071 11.0 0.0 94
Wa113: Wood Frame, 16" o.c. 364 19.0 0.0 21
Floor 1: All-Wood JoisdTruss, Over Unconditioned Space 718 30.0 0.0 24
Proposed and Maximum U-Factor Averages
Proposed Maximum
Average U-Factor Allowed U -Factor
Above-Grade Windows and Glass Doors 0.333 0.370
Includes Foundation Windows > 5.6 ft2
Floors Over Unconditioned Space 0.033 0.033
? •
? .M
f
COMPLIANCE STATEMENT: 1'he proposed building design described here is consis[ent with the building plans,
specifications, and other calculations submitted wi[h the pernut application. The proposed building has 6een designed
to meet the 2000 Minnesota Energy Code requirements in MECcheck Version 33 Release lb and to comply wi[h the
mandatory require sted in e,)MECch " k spection Checklist.
Builder/Designer C?j ? L Date ?-3 G1?
• C'?F?LC? ' F?I.? CU('`(
TREE PRESERVATION PLAN SUMMARY:?"`
CITY OF EAGAN EORESTRY DIVISION
?651=675-5300
(SEE ATTACHMENTS)
Deveiopment S?llJS?T ?''FF ffiDDrnoN
Lot Number ? Block Number ?
Address Etbl.zh1 YYYf I`Iz--cg) ROED
Builder iM(.(,?E k-
Tree Protection Reauirements;
? Tree Fencing
Oak Tree Pruning (Immediately seal wounds during April 1 to July 37)
Therapeutic Pruning
Retaining Wali
Other:
Replacement Trees:
Not Required
As Foilows:
Attachments:
Yes
No
Additional Notes:
H:\qhove12002fi1e\treepres\Tree Preservation Plan Summary-2002
Surveyor's Certificate
SURVEY FOR :Mme,v;ue
DESCRIBED AS :Lot i, elock i, suNSeT ,arH ADDITION City of Eagan. Minnesota and reserving
eosements of record.
? - -
?
I
\
\
LOT SQ. FOOTAGE
HSE SQ. FOO TA GE
LOT COVERAGE
902.1
4"W 203.65
I ----_____________"-r
/s
/
u 919.7
1 7 '
? ?
o )
?
.st ?- - - -Ir F ' ?
- pO `c ', o
\ q, 9 .7 p f! -.>
?
60? .do. 9pd?, \ 22.3 ?? +
oa / 1
9S0 i c?? / /
32.5, 924.1, /
Z?`,•
?00 Geo4°
? c
$? C.d'922.9 ?
332.7 ? 929.7 I
? / 5 1
+Y ?ti 933.7
\ \ / :y
? ? ! Z
? ?
.
` i
. ?
. ,
. ,
= 78,693 = 1, 685
= 9%
V
X
?
\
\ 28.9
PROPOSED ELEVATIONS
Top of Foundatian =g33.2 BENCHMARK,
i
Garage Flaor -g34,g ?m? R?M=q2b92
Basement Floor =924.4 .
Aprox. Sewer Service =921.0
Proposed Elev. - ? MIN. SETBACK REQUIREMENTS
Existing Elev.
Drainage Directions =--- . Front- House Side -
Denotes Offset Stake =. scn?: i ir,m _ 30 reec Rear - Gorage Side-
JOB N0:
HE 1 HEREBY C[RTFY THqT 111I5 IS A MUE AND CORRECT REPRESENTAlION 02R-702
DL UND Of T1E BOUNDARIES OF TME ABOVE OESCRIBEO PRCPERTY AS SURVEYED
BY ME OR UNDER MY DIRECT SUPERNSION pN0 DOES NOT PVRPORT TO 800N: PACE:
PUNN7NG dNGIN8BR7NC SURV6YlNC SNOW IMPROVEMENTS OR ENCROACHA1ENi5, EXCEPT AS WN,
2005 Pin Ook Drive
Eagan
MN 55122 I •
DATE
,
Phonc (651) 4 CAD FIIE:
05-8600 J I . liNpCRE , LAND 5 VEYOR
Pax: (651) 405-6606 N A LICENSE NUNBEft 43]8 Oakbrooke $
Cc)le?-fv?
? \ ? ? \ \ \ ? \ 1 \ ? ? I Sr F?Nt ? ?
4.
\ I \ ? ? 2• \. . ?\• 9? ?
\ I \ 0. \ \ \ 8` ??^O?
?-
-
\ ? \ \ 4.
?831.'
p?oY?
.
72??
?
?rA ? 392? ?.
•'? ?? ? ?` ? ? T ? \
TREE INVENTORY LIST
' SAVED
1. mmwm Mbtt'[ (ji) 50. 18" BUR OAK
2. ' 7" CRABAPPLE 51. - 20" BUR OAK
3. mrASUKC- t?Et-6tiT ?? z) 52. - 12" BUR OAK
4. ? 36" SILVER MApLE 53. -20" BUR OAK
5. - 8" BIRCH 54. -17" BUR OAK
6. ? 9" ASH
" 55. _?„"•,-? °?? mCIUU25 tftl&bf1' ?S
7. - 8
ASH 56. Noty-St6NlFLCYtUT
8. ' 6" ASH 57. "'•-?=?r-°'?z^- W0Cl- Sl ;rNLfl C"
9• -7"Se°? ?"-ll Ppis-- r+niAIum em*tF&))60. - 16" SILVER MAPLE
10. 6„ ASH 62. _-}9"-9PRH{''' r1+1Zl'rSU.R.U tlU,LbrH't ?
1 j. - 13" RED OAK 63. - 8" ASH -
12. 6"BUROAK 65. 3=AgiF NOl`L-it6(atflCNK?'
13. 18" BOXELDER 66. 8" ASH
14. ' 11" CHERRY - 67. ? 8" ASH
15. V"L;;"?,T*,? woDJ -SICsm?LCNNt 68 -4-A-&H (40m-Sl6NlFlCqNT
16. .13" RED OAK 69
17. - 9" RED OAK
" 70. ?(?lOiY-S L6AUFL Cf3N r
18. ' 10
RED OAK 918. jypK'Sl? NLf LCi¢t4 j"
19. -- 6" CHERRY " T;. ..,_42sEb
20.
' 10" CHERRY
81. //''
+n»onnTTl? MFy?U?.E / Z
21. ti'-°*-'-? ^??- NUN S l trNLf?tCkN'T 82. - 6" CHERRY l
22. 6" RED OAK 83. n„
-?-+iiv'r
23. • 6" RED OAK 84. - 9" CHERRY
24 - 10" RED OAK 85. - 6" CHERRY -
25 16" RED OAK .
26. -16" RED OAK
27. - 11" CHERRY'
28. `20" BUR OAK
29. -32" BUR OAK "
30. -27" BUR OAK
31. - 17" BUR OAK
32. 30-17" BUR OAK
33. • 14" BUR OAK
34. - 12" BUR OAK
35. -16" BUR OAK
36. 8" BUR OAK
37. -19" BUR OAK
38. -14" BUR OAK
39. . -23" BUR OAK
40. - 6" BUR OAK
41. 5'-BUR @A-K- WoN•SlbNl??cr??,7'?
42. NpR• SIGNV-ICANT
43. t,?oA4•StGNI('rlCq?jT
44• "T' BUR OAK
45. "°-g°° RED OAK
46. -1?? Nat-4• SL(?NL¢lC?tN7
47. - 9" CHERRY -
48. ?.?£.? t3DN?-SWtJIEICI?N'T
49. -g„ CHERRY -
90. -a„? F?4,*,.& NOl
91. - 10" RED OAK
92. bD- 12" ELM
93. -8" CHERRY
94. " 6" RED OAK
95. ? 23" BUR OAK
1:`%a.
u_r-?
-st etv vLcctN7
NOT SAVED
' 12" APPLE -
7" ASH '
- 6" ASH - 6" ASH -
P*SLH- NoN-st6Nt?tCl?N7
„ -PPLEVou-ANtFcMrvT SC
'??=? t?ot?-StGtutF[c1?N7
6=? No?-S4 N?Ecck}NT
4e=R"L tyor4_ S t b t? lFc t.?t NT
„ -sLbNLFtUtNT
12" ELM 12" ELM
qemttfqt- tsoN - st 6lv tE t crt n?
tA? -
8" APPLE ?
LOT SURVEY CHECKLIST FOR RESIDENTIAL
, BUILDING PERMIT APPLICATION
PROPERTY LEGAL: ? o f 1 61D c K ` S, siJ /I W?i ?+
DATE OF SURVEY: '?- L -" J
LATEST REVISION:
m
rn
c
m
r
U
Ya
O? a
¢
DOCUMENT STANDARDS
? ? • Registered Land Surveyor signature and company
f4' ?
Cl ?
? .
• Building Permit Appticant
al descri
tion
Le
p
g
? ? . Address
?
' ? . North arrow and scale
l
k
t
t
H
bl
lk
li
/
li
W
? ? • ou
, e
c.)
ouse type (ram
er, wa
out, sp
t w
o, sp
t entry,
oo
?? ? . Directional drainage arrows with slope/gradient %
a, ? ? • Proposedlexisting sewer and water services 8 invert elevation
V ?
?/ ? . Street name
D
i
? ? . veway
r
?
? C? • Lot Square Footage
?
CY ? ? • Lot Coverage
ELEVATIONS
Existina
?IY ? ? • Sewer service (or Proposed)
? ? . Property corners
4X ?? . Top of curb at the driveway and property line extensions
?V' ? • Elevations of any existing adjacent homes
???7 • Adequate footing depth of structures due to adjacent utility trenches
? ar ? . Waterways (pond, stream, etc.)
Prooosed
V ? ? • Garege floor
? ? ? • Basementfloor
? ? ? • Lowest exposed elevation (walkout/window)
? ?
? . Property corriers
? ? . Front and rear of home at the foundation
PONDING AREA (if applicable)
/
? 0' ? • Easement line
? v ? • NWL
? F
J? ? • HWL
,
? G? ? . Pond # designation
? t0?/0 • Emergency Overflow Elevation
? ¢? ? . Pond/Wetland buffer delineation
l?? ?
R' n n
/Cl ?
?f ? u
? n
r u ?
• Lot lines/Bearings & dimensions
. Right-of-way and street width (to back of curb)
• Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
• Show all easements of record and any City utilities within those easements
• Setbacks of proposed structure and sideyard setback of adjacent existing structures
• Retaining wall requireme
Reviewed:
G:/FORMS/Building Permit Application
r
Surveyor's Certificate
SURVEY FOR : M I uerville
DESCRIBED AS :Loc ,, Block 7, SUNSET 13TH AODITION City of Eagan, Minnesota and reserving
easements of record. {y
f= r?°}r< <? ?
3:9 M&)IIPPVuPYI .SeOpaffi ----
or!:«:f,4,n,ngbNallHNil9 = .. ?`r?;.??•??,?uvC?EP? -.
?G .,ired
934.8
s 6.3 S89049'14"W 203.65 902.1
?
--------------- ---- -----------------?
934.4 C,? I Vr
919.7 i
? 934.5`
? \ \ % _ - -?r ' ? • i
\ ?-- 928.S*,ro
93 . ¢9 .1
922.3 \?\ 933.4
"s a oo oo / /
\\ ?\? 932.50
a?I° ? °'S 9241 ?
pO
?
\ \ \ Op c??'e '0 29.7
0
933.5 900A?O o1\y922.9
933 ?oo O?
s . 932.? ? e2917
13.5
933.7 - ! a
Q? \ x''? ? ? tl,
/
? ?? \ ! 2
931.3
? ?
. \.-?? ?\\ \lr
? r
LOT SQ. FOOTAGE _ 78,693 HSE SQ. FOOTAGE = 7,685 ? •0 v?
L 0 T CO l/ERA GE = 9% ?
P•?
r ,L 929.9
np
\ 929.3
e' ci J' ? o o i;? S i.:-.,?'' " \ 28.9
? r ?:, ?J???fl
PROPOSEP, ELEVATIONS
BENCHMARK,
Top of Foundation =933.2
mH
Gorage Floor = 932,8 ? RM = 92b.9z
Basement Floor =g24,4
Aprox. Sewer 5ervice =921.0
Proposed Elev. _ C=D MIN. SETBACK REQUIREMENTS
Existing Elev. _
Drainage Directions = Front - House Side -
Denotes Offset Stake = • scnLe: i inch = 30 teet Rear - Garoge Side-
J08 NO:
HEDLUND ' HEREBY CERTIFY THAT THIS IS A TRUE ANO CORRECT REPRESENTATION 02R-702
OF 1FiE BOUNDARIES OF ThIE ABOVE DESCRIBED PROPERiY AS SURVEYED
BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO BOOK: PAGE:
PLANN7NG BNGINB6R/NC SURVSYINC SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS 5 WN.
2005 Pin Oak Drive
Eagan, MN 55122 DATE CAD FILE:
Phone: (651) 405-6600 ? f . LINOGREVLAND S VEYOR
Fox: (651) 405-6606 N A LICENSE NUMBER 4376 Oakbrooke 5
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PERMIT
City of Eagan Permit Type:Building
Permit Number:EA114679
Date Issued:09/17/2013
Permit Category:ePermit
Site Address: 801 Golden Meadow Rd
Lot:1 Block: 1 Addition: Sunset 13th
PID:10-72999-01-010
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar.
Pictures are not acceptable in lieu of inspections.
Carbon monoxide detectors are required by law in ALL single family homes .
Amanda Hanson
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Jeffrey T Zottneck
801 Golden Meadow Rd
Eagan MN 55123
(651) 452-7564
Snap Construction
8200 Humboldt Ave S
Bloomington MN 55431
(612) 360-1033
Applicant/Permitee: Signature Issued By: Signature