659 Parkside CtINSULATION INSPECTION CHECKLIST FOR RESIDENTIAL
BUILDING PERMITS ,-04 ?
PROPERTY LEGAL: LOT 3 &Ij (' (?
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PROPERTYADDRESS: (C51{ F i' lfij .c{(" C'(7'I Y--r
INSPECTOR: ? f'n A) ?A) A
INSPECTION DATE:
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SITE GRADING
?V- ? All slopes 3:1 or flatter?
?X ? Slopes steeper than 3:1 require retaining wall. Are retaining walls present?
?? 0 Does grading conform to As-Built Grading Plan (+/_ 1 foot approximately)?
?? ? Does perimeter grading tie in well with adjacent properties/undisturbed land?
?? 0 Is there proper grading and/or drainage around Lookout or Egress Windows?
EROSION CONTROL
?? ? Is Silt Fence (or approved equal) installed and in good working order?
?,?4 ? Is Sod/Fiber Blanket installed behind curb7
??? Is the Rock Construction Entrance/Driveway installed and in good working order (proper
type/size of aggregate, ciean-not covered with soil, etc.)?
?? ? Is temporary vegetative cover w/ mulch present?
?? ? Is permanent vegetative cover w/ odw c mulch present?
(circle`epea'
? ? ?
? ? ?
? ? ?
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?
CITY EASEMENTS AND UTILITIES
Are all easements clear-no part of any building/deck/porch/retaining wall/etc.
encroaching in easement?
Are catch basins present within the property or in the street in front of the property, if so
ace they clean, do they have the proper erosion control in andlor around them?
Does the property have an Emergency Over Flow (EOF)? This can be found on the
Certificate of Survey. If so, is it present and has it been graded properly?
MISCELLANEOUS ITEMS
Is there tracking present on Public Right-of-Way/Street from construction site?
Is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop is at ROW line)
Is the site clean, no trash and/or construction debris lying around?
Was the proper type of 6uiiding constructed according to the approved grading plans?
(LO, WQ FB, R, etc.)
---- --- -----
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SWie;oA
biinnaapo!1f, M1V :542j
t^•I763'57: ?500
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wvnv.vltqig,com
June 19, 2<!08
Mitt¢lclnedt I3rotbers Construction, Inc.
2520 151'° Court We:st
Roscrnont, MN'550(58
Atlention: Dean M"rltelstaedt
Subject: Garagc L.atcral (tcview
Sewpensau.d ]tesidencc
659 Yarksid.e Court, Eapan, pqN
Project k: 248.0904
To Wiiom It May Conccrn:
E357/4
The purpose of rhis lettcG• is tr repa'c ehc find[cigs pf i structui•ai engincerinK revie*w of Fhe
lateral requirements for thc garage, aF thc above praposed residence.
?$LG-NWXN-T
U1Feig has bcen retai.ned I:o provAde a strucPural enpineering revic:w of tl?e ?ral requiren-kents
for tlie garage aY the Sewpersaud residencc loeated at?6S9. Parkcide Court: in E1gan, vIN, as
directed by Aran Mittelslaedt oF MtitteLstacdt F3rnthers Canstructi.on, Tnc.
?N-CUGROMB.2
Ivii.ttelstaedt lirotlzeis Conctruclinn, Trtc. receGitly stiAbmitted architectural drawings for the above
residence to the City af Lagan to obtain a building permit. 'I'he Crty requcsted a lacer.al Eraming
review of the garage, as the layout deEailed does not meet H-te presCriptive requirernents of the
Minnesata State liuilcling Codc (MBC).
Mhf»eapolis, lv1N - Qetroit lakes, MN • FargO, Np .Ojsmdr¢k, NU • SioUx Falls, Sp
wvrw.ulterg.com
"_. _"' _"" __' ----- _'_ "' "_ __"
Miilelsiaed.4 6ro11ierS COnSCrudinsy Inc.
Ultcig Prnjrct r,208.C404
June 19, 2009
Pn,,o 2 ot a
i)C:aCRMQN
T'he sh•ucture is a two-slor.y su-ky,le-family resiclencc wi4h an att•ached s1aU-ott•gr<ti<ie g2rage and
I hill basemenc, walkout at the rear. The structure s foundafirni is consl•ivcted of cast-in-place
conc,•eta, whife the above grade is wood [i-amcd. ,
Q,BU.9 VQ?,C[(?t?I? AND...?9.?'tM.ENI$
l• bean Mittelstaedt, of \9itteistaedt Brothers Coaista•ucPion, Inc., providcd architectural
drav.ings fnr the x•esidence in question. The drawings were pt•epated by tvfillelstaedt
BrotNe[5 Conslruciion, Siu, aaid are lasl dated Jutte 6, 2003. Uur revicw determined that
thc shuctu.re, wil9.) the exccption of llie garag¢ area, meets the Nrescriptive renuiremrntv
of the Code Enr lieernl stabiliry in acevrdance wi.th secNon 602,10 0( t•he Internaqionll
Itesideneiai Code.
21 Ultcig nssumed the following shtndard construction for lhig review. Z( t?he attual
constructinn wilt vary signikicantty lrom thcwe cattditions, please nntify us immediatcly.
't) Tt is repoGled that doe garage wa11s are approxiroacely i.l'-3" tali. 1"he garage wall
framing rcquixes a minimum of 2x6 SpruCe-I'Ane 1=9r sEUd grade or betfcr spnced at
16" on cenlcr (or this wall hkight.
b) Cid1Gr exlrxior g.lr,ap,e wil] sheahltiitg of minarnwxi VY" fhick fibetboard fasreiied with
a mitlin'tum of Ad ttails at 3" on cenler at p1ne1 eciges and G" on Ccnter at
irttcrmediate studs or i.nteri.or garagc wal) sheatiiiaig pf ntitiimum J/s" chick slieetrock
or flypsum boaa•d fastcncd with 5d iiails a4 7" oai center aE boch panel cdges and
intermediate studs.
c.) GaraF;e roof sheahhing, of mi.nimuai 14" 1#iick OSB/plywood fnstened, wiCh a
minimium M 8d nailc At 6" on center at panel edges and 12" on centeK at raiterniedaate
membcrs. .
d) SJIl plates fastr:ncd lo the foundacaon wxth %" dianieter by i" eanbeded anclior• bolts
or i-netal strap equivatent,a at 72" rni cer.tiler maxiniuirt,
S1'RCICTCIRAL 6NALXM
3: A scrucharal engineering analysis was per[ormed in ?•egard lo the latcral ]oading and
framinp, rEquirements. [t was determin<:d that the garage structuxE is stabl.e in the
configuration noted under the lbove frnrninq conditions. Nn spectal hold dov.ms or
othec framing requircmcnts arc eteeded at the p,<u•age, as the later.al loads are disttibul+ed
into the side shear walls and overal) house st•i•iichire throuvh diaphragm COtttinLtity and
tnrsinnal "dvee sided" diaphragzri actioii.
A?ittc)staed! 6rothcrs Conslruction, Inc.
Uttcit; hrojecr l'2Q9,0409
)une 19, 2008
VnYe 3 of 3
-02vA t, LI N ptv
4. It is nur, profcs-ional engineeri.ng oE7inion that no speGal Constructian is needcd al• H,e
garay,e of ttie above tioted residencc and that the slruc[ure meets tlic facea•nl
requiremetits of the Cade as tietailed oxti flte architcctural drawings.
C?TNERAi,
5, 'I'her o6servatinns and opinions expxessed in tllis rcport are basccl on our professaoiial
enguneerixig judgment and prnfesstonal practice.
G. nlJ work ,rh7}I be done in accordancc with Chis dacumenl, standar,d i.ndushy practi.ce,
and ffie requia•ements of the Code.
7. No other cnKinerring was performed ur requesYr• d for this project.
If y0u havc any qucstitias qr Commettts, picisc contsict us,
Sixtcerety,
U(teig Engineexs
r h¢xeby certify that this plaxi, speci(ication qr repozt
was preparnd by tne or under my direct supervision
and (hat 1 axn a duty licensed pto[cssionai engmeer
andcr the laws of the State of Minneso p.
? ................. ..?
Crai ? Oxwell P
Minnesota RegisFration No. 42341
Date:
PL 6571A4 7?1 79. I L}
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165? D C C? L? 0?1 ? - Fa?? ?5a ,--?-- -
0f?8??Il
JUN 13 2008 ? 1 PermkFee: ? 0•'
3830 Ptlot Knbb Road ev I
I
Eagan MN 55122 ? Date Receive L ?
Phone:(6S1)675-5675 f3Y
Fax: (651) 67"694 1 Staff' ?
?----------------?
2008 RESIDENTIAL BUILDING PERMIT APPLICATION «.N.Led q"oL
oata: b i si? aaaress:
Tenent:
RESIDENT ! OWNER Name: Phone:
Address / City 1 Zip:
Applicantis: _Owner - Contractor
TYPE OF WORK pescription oi work: S/nI fd(
t-,' Fi4?'I/G Y ?ETA' dLffl?
?
A
Construction Cost: ?. 1 ?? cLY1 ? Multi-Family Building: (Yes No
/ac.
CONTRACTOR Name:/??itTL?e.5TR6?OT?/LOTIGEr2S 1av57l.icense#: 3?!/3
nddress: 16 ? 4?6
Gry: lwESGorr scete: 0.7, zip: 5a1oz /
Phone: 7°90- Z,664- Contact Person: LJE,4?
COMPIETE THlS AREA QNLY IF CONSTRUCTING A NE ALI BUILDING
Minnesota Rules 7670 Cateaorv 1 Minnesota Rules 7872
EnBlgy COdB . ResideMial VenElaUon Category 1 Woiisheet • New Energy Cade Waksheet
Category Submitted Su6mitted
(4 eubmisslon (ype) • Energy Emrelope Calculetions SuMniped
In the last 12 moMhs, has the City of Eagan Issuetl a pennit tor a simllar plan based an a master plan?
_Yes ?NO If yes, date arid address of master plan:
Licensed Plumber: 14
iD Ar? !°aKni??,?1r> $ /?c flrr.?& ana,e: ?? /- ?d80 //9S
Mechenlcal Contractor: ?i!lL.Jf vis tG YE4,'i.JG $'AlG whone: 44'2-ffN- GbO 5
Sewer&WaterContrestor: L"GrCli/L 43t1,A?A?'i.21a aha,.: 962- '690- t/2yo
NOTE: Plans arrd supporting documents that you submlt are eonsldered to be puW)c Jnformat/on. PorNons of
the information may be classlfled as rtompublic N you provlde speclffc rsasons that wou/d perrnlt the City to
conciude that the are trade secreta
I hereby acknowledpe that this iMOrmation is canplete and accureta; that the woAc vdll be in coMormance with Me ordirrences and codes of the City at
Eagan; that I understand this is not a permi4 but only an applicaNon Ta a permit, and wak is n to stert wkhout a permit; mat me wonk wAn be m
acwMance with the apprwed {dan in ihe case M aroik which requires a review and approval o ans.
xb 5,44) /'// T7F_ L. STAElj % x A
ApplicanVs PNnted Name ApiAliants Slgnatu
Page 1 of 3
DO NOT WRlTE BELOW THIS UNE
? Foundatlon ? 06-plex ? 76-plex ? Accassory Building ? Pool
Pf? Single Famlly ? Ob.plex O Flreplace ? Porch (3-seseon) ? Exf. Alt - Multl
? 01 of _ Plex ? 07-plex ? Garage ? Pwch (4-aeason) ? Ext. AIL - SF
0 02-Plex ? OS-plex ? Deck ? Porch (screeNgazebo/pergda) ? Multl Mlcc.
? 03-Plex ? 10-plex ? Lower I.evel ? Stortn Damage
El 04-Plex ? 12-plex ? Miscbltardous
R
Mew ? Interior Improvement ?
0 Additloo ? Move Bullding ?
? AltaraHon ? Flre Repair ?
? Replacement ?
DESCRIPTION• NS?
0 rt
ValuaNon Q 0
Occupancy
Plan Revfrx Code EdRlon 'V 17
(25Mo_ 1 DO%? Zoning ?
Census Code Stories
# of Units Square Feet ?
#otBulldings Length (p7j?
Type of Const. Width
t
Siding ? Demollsh Building'
Reroof ? Demolish ItneNw
Windows ? Demollsh Foundatlon
Egress Window ? Water Damage
' Oemoli[ion (erdire buikring) - give PCA hendout to applicant
MCES Systern
SAC Units
Ctty Waler
Booster Pump
PRV ?
Ftre Sprinklers
R UIRED IN PECTION
faotlngs (naw bldg) 5heetrodc -
_ Footinga (deck) ? FinallGO.
Footlngs (8tlditloh) FIhaIMO C.O.
? Foundatlon _ HVAC
Drain 771e O[her:
Roof: _ICe & Water Fnal Pool: _Footings i as _Final
? Freming _ Slding: _Stucco Lath ?Stone Lath ck
?$. Flreplace:4R.1. -*AirTest _?kFinal Windpws
InsulMion _ Retainlng Wall
-r°
Reviewed By: ? ? . Bullding Inspector
RESIDENTIRL FEES:
Base Fee {? b
Surcharge
Plan Revlew ? V1 ? n r "( ? ? 7 71 G 5'?? 1z
MC/ESSAC
City SAC 01 G04,sy
UtliHy ConnecNOn Charge
saw Parmit a su?cnarga
Treatment Plarn
Copies
Total 1,(lao
Pa? g 2 ot 3
Permit #
Permit Date
REScheck Software Version 3.7.3
Compliance Certificate
Project Title: Sanjeev Sewpersaud
Report Date: 06112108
Data filename: UnaNea.rck
Energy Code: 2000 Minnesota Erre?gy Code
Locaean: Dakoffi CouMy, Mlnnesota
Conswction Type: Single Family
Glazing Area Percantege: 15%
Construction Site: OwnedAgent: DesigneNConVactor.
859 Parkside Court Dean Mittalataedt
Eagan, MN MlCelstaedt BrotheB ConaWctlon Inc.
W10881 435th Ave,
Prescott, WI54021
11-715•792-2586
deanQmlttelsisadibros.can
i•
Ceiling 1: Raised or Energy Truss: 1285 44.0 0.0 28
Wa111: Wood Frame, 18' o.c.: 320 14.0 2.0 23
Wa112: Wond Freme, 18" o.c.: 2688 19.0 2.0 123
Wrcrdow 1: Above-Grede:Unyl Frame:Double Pane with Low-E: 370 0.290 107
Doar 1: Solid: 41 0.087 3
Doar 2: Glass: 79 0290 23
Basement Wall 1: Solid Concrete or Masonry: 990 11.0 0.0 57
Floor t: All-Wootl JoisVlruss:Over Outside Air. 86 28.0 2.0 3
Fumace 1: Forced HotAir: 95 AFUE
Air Conditoner 1: Electric Central Air. 13 SEER
CompNance 5latement The proposed building design described here is conaistent with the bullding plans, speaficetlona, eM other
calculations wbmitted with the permit applicatlon. The proposed building has been designed ta meat the 2000 Minnesota Energy
Code reqy ?' ments in REScheck Veraiai 3.7.3 and W comply with tha mandatory requlremerrts listed in the REScheck Inspecuon
Chec" . /
, iTrf44r A45,Oi
BuilderlDesigner CompanyName
3anjeev 3ewparsaud Page 1 of 3
LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATIDN
PROP ERTYLEGAL:
DATE OF SURVEY: ?
LATEST REVISION: ?
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DOCUMENT STANDARDS
,.e ? 0 • Registered Land Sunreyor signature and company
)2' ? O • BuiVding Permit Applicant
?
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fy •
. Legal description
Address 4.0 %fkSjd4 C4-
? ? . North arrow and scale
? O • House type (rem6ler, walkout, split w/o, split entry, lookout, etc.)
? O • Directional drainage arrows with slope/gradient %
?? . Proposed/existing sewer and water services 8 invert elevation
? ? • Street name
? 0 • Driveway (grade & width - in FUW and back of curb, 22' max.)
? .0 . Lot Square Footage
? p1 . Lot Coverage
Existina
?' ? ? • Property comers
? JI ? . Top of cur6 at the driveway and property line extensions
? ,9 p • Elevations of any existing adjacent homes
,X ? ? . Adequate footing depth of structures due to adjacent utility trenches
? ,9 ? . Watenvays (pond, stream, etc.)
Prooosed
? ? ? . Garage floor
,s 0 ? • Basement floor
,Q' ? ? . Lowest exposed elevation (walkouthvindow)
,? ? ? . Properiy comers
?y ? ? . Front and rear of home at the foundation
PONDING AREA (if applicable
? .0 ? . Easement line
? .0 O • NWL
D 9 ? . HWL
p ? ? . Pond # designation
? .? O • Emergency Overflow Elevation
? ,g . Pond/Wetland bufferdelineation
y ? . Shoreland Zoning Overlay District -
Y N • Conservation Easements
DIMENSIONS
t?o p? • Lot Iine s/Bearings 8 dimensions
??j . Right-of-way and street width (to back of curb) SI?oW 'Pfb'?OS? ?
0 jd • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches etc.
(i.e. all structures requiring permanent footings)
,g ?? . Show all easements of record and any City utilities within those easements
? p? • Sefbacks of proposed structure and sideyard setback of adjacent existing structures
0 ? • Retaining wall requirements:
Reviewed By: ?? Date 7 ?
G:IFORMSBuilding Permit Application Rev. 11-26-04 ?f ?, W
Established in 1962
LOT SURVEYS COMPANY, INC.
LAND SURVEYORS
REGISTERED UNDER THE LAWS OF S'I'ATE OF M1NNF-SOTA
7601 "13N.1venueNonh (743) 560-31193
Minneapdis, A1iMesod 55428 Fax Nu (763)5603542
?urur4 xrrs PrtifirtttP
MITTELSTAEDT BROTHERS CONSTRUCTION
Address: 659 Parkside Court
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Pxoperry located in Section
36, Township 27, R.a a 23,
Dakota Counry, Minnesota
N 88°48'32" E
68.14 --
? 949.4
? " Dranage B O 951.4
952.0 UtiGty Easement x
95/.7
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956.29
954.7
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Cantilever nDJC MA
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32'0"
0
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957.5 957.6
v i ° Proposed
Resldence
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? 958. l i 3'O'
1 959.5 M
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Lot Area = 12,922 sc{ R±
Bldg Area = 1,974 sq k±
Porcb Area = 54 sq ft-t
Crwe Area = 835 sq R-1-
Sidewalk Area = 81 sq ft±
Total Coveraqe = 2,944 sq ft±
Percentage = 22.78%
,n;nas Dn'Lle ft?a/k 3 /1:-7 %
20' a? ?.w rop ?
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362.2 962J .......... . ... .
962. I / 963.
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I? MA,`NTAIAF
ROVIDIEA?ID ?
IIVLET P{tOTECTIOIV Uk?yiL
FINAL. TURF IS ESTe?ISliED
.
The only easements ehown are from plats oi record or inkrtn
we nereoy ceniry tnat this is a true and correct represemati
boundaries of the a6ove descdbetl land and Ihe locatbn of a I
encroachments, if any, hom or on said lantl.
Surveyed by us this 15th day of May 2008.
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?Wght of Way
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a suryoy of the ?
Iding and visible
By 9.
Name
dp-3-1 fbi 03852inv77306.dwg
Proposcd Curb
Lot 3, Block 1, DODD PAAI{SIDE
Sipnetl
INVOICE NO. 77306
F.B.NO. 1038-52
SCALE: 1" = 20'
• Denotes Found Iron Monumenl
O Denotes Iron Manument
p Oenotes VJOatl Hub Set for
ezcavation onty
x000.0 Denotes Ecistlng Elevation
QQQ,O Denotes Propned Elevation
.millf- Oenoles Surfece Drainage
NOTE: Proposed gredes are subjec[ to resuits oF aoil
cesta.
Proposed building in(ortnation musl be checketl
wilh approvetl buBding plan antl Eerebpmant or
graAinB Plen before excavation antl conslrucGOn.
Propose0 gradee shown on this aurvey are
interpolaGOns of proposedmnlours from the
drainage, grading end/a developmant plans.
NOTE: The relatlonship between proposed fbor
elevations M be verlfletl by builder.
964.7 Proposed Top M Block
963.2 Propwetl Gerege Fbor
956.0 Proposed Lawest Fbor
951.5 7YpeofBuilding
x
Full Basement Walkout
Note: Garage dropped 1.0'
ww*0@.
Charles F. Ailigii(ison,lNinn. Reg. No. 27753 or
Gregory R. Prasch, Minn. Reg. No. 29992
_
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I 3UILDIfVG INSPECTIOP S DII/ISIOM
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4651 .
L?OT OCK 1, D0DD PARKSIDf
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'LIM 2007 MINNESOTA STATE BUII.DING CODE
Tab1e R404.1.1(6)
Cantilevered Concrete and Masonry Foimdation Walls
Maximum
Marumum Unbalanced
Wall Bacldll Minimum
Heigh? Height` Vertical Reinforcement Size and Sucing for
(feet) (feet) 8- Inch Nominal Wal] Thiclmess'
Soil Classesa
GW, GP, SW, & SP GM, GC, SM, SM-CS, SC, NIIi, ML-CL, and
& ML inorganic CL
4 3 None required None required None required
4 None required None required No. 4(@, 72 ia o.c.
None reqvired
No. 4@ 72 in. o.c.
No. 4(ct? 72 in. o.c.
None required
No. 4@ 56 in. o.c.h
No. 4@ 56 in. o.c.h
None required
No. 4@ 40 in. o.c.g
No. 4@ 40 in o.c.g
a Mortar shalf be Type M or S and masonry
shall be laid in mmning bond Mmimum imit
compressive sirength is 1,900 psi.
b. Altemative reinforcing bar sizes and
spacings having an equivalent cross sectional
area of reinforcement per lineal foot of wall
shall be permiited provided the spacing of the
reinforcement does not exceed 72 inches.
c. Verhical reinforcement shalt be Grade 60
minimiun. The distance from the face of the
soil side of the wall to the center of verlical
reinforcement shall be no greater than 2.5
inches.
d, Soil classes aze in accordance with the
Unified Soil Classification System Refer to
Table R405.1.
e. Interior concrete floor slab on grade shall
be placed tight to the wall. The ercterior grade
level shall be 6 inches minimvm below the
top of wall. Maximum height from top of
slab on grade to bottom of floor joists is 10
feet 0 inches. Unbalanced backf"ill height is
the differexice in height of the ex[erior finish
groimd levels and the top of the interior
concrete slab on grade.
f. Minimum footing size of 20 inches by 8
inches shall be placed on sail with a bearing
capacity of 2,000 psf. Minimum concrete
compressive strength of footing shall be 3,000
psi.
g. Provide propped cantilever wall: top of
footing shall be 16 inches below the bottom
of the concrete floor slab minimum
h Provide #5 Grade 60 dowels, 1 foot 6
inches long, to connect footing to wall.
Embed dowel S inches into footing. Place
dowels in center of wall thickness spaced at
32 inches o.c. maximum. No dowels are
required where length of the fotimdation wall
between perpendiculaz walls is two times the
foundation wali height or less.
i. T'his table is applicable where the length
of the foundation wall betrveen perpendiculaz
walls is 35 feet or less, or where the length of
the foundation latesally supported on only one
end by a perpendicu[az wall is 17 feet or less.
j. Maximum wall height is measured from
top of the foimdation wall to the bottom of the
interior concrete slab on grade.
k, lnstall foundalion anchorage per Secrion
R403. L6.
249
Subp. 2. Tahle R4041(2). IRC Tab(e R404.1(2) is amended to read as follows:
Table R404.1(2)
h7- .r, ?,
-= 3ivchcr Bvtt $pzci_ icr Su4sort?- Fo-imatian Wall
`.fac. l?r dia.=>_ter
T;nhalafued =nr_Ftnr 3c1:
P,a-c VV371 BacL-fill So1 Laad ??s ef :['tll Spaca
Nxiahlt
iiai_h:
So=_
CPcf i it) k
Rz?ctiau [elf;
{::ncUes}"
Gi%?: GP. S7['. Sv 30 rysi} ??
8•-0" T' _ 4" Gb:'b GC, S$f-SC; a RiL 35 37G .
SC.NEi,kff--CZ:iL-CL 50 490 39
GSV. GF. 54['. &- 5p 3p 32G 72
9' - V S" - 4°' G2oi, GC, S_'•,f-SC, ,5c mL 4: 45f' 46
. SC. ".•i? -NriL-CL, S:- I-CL 50 C4+7 40
For SI: 1 inch = 25.4 mii, 1 foot = 304.8 mm
a Sill plate shall be 2 x 6 nunimum. Anchor boit shalt be minimnm 0.5" diameter cast in
place with 7" embed. Anchor bolt shall have a 2" diameter by 0.125" thick washer
tightened and countersunk 025" into the top of the sill plate.
b Mnimum load to be used for sizing of accepted anchors or fasteners if bolts are not
used.
Subp. 4. Section R404.1.1. IRC Section R404,1.1 is amended to read as follows:
R404. L 1 Masonry £oandahon wa!!s. Concrefe masonry and clay masonry foundation walls shaIl be
conshucted as set forth in Table R404.1.1(1), R404.1.1(2), R404_ 1.1(3), or R404.1.1(4) and shall also
comply with the provisions of Section R404 and the applicable provisions of Seclions R606, R607, and
R608. Rubble stone masonry foundation walls shall be construded in accordance with Sections R404.1.8
and R6072.2. Cantilevered masonry foundation walls shall be conslructed as set forth in Table R404.1.1
(6), R404.11(7), or R404.1.1(8). Cantilevered means: foundation walls tYtat do not have permanent lateral
suppar[ az the top.
Subp. 5. Secrion R404.1,2. IItC Section R404.12 is amended to read as follows:
R4041.2 Concrete foundation walls. Concrete foundation walls shall be constmcted as set forth in Table
R404.1.1(5) and s6all also comply with the pmvisions of Section R404 and the applicable provisions of
Secfion R4042. Cantilevered concrete foundation walls shall be conshucted as set forth in Table R404.1,1
(6), R404.1.1(7), or R404.1.1(8). Cantilevered means: foundation walls that do not have penuanent ]ateral
support at the top.
Subp. 9. IRC Section R404.1.3.1RC Section R404.1.3 is amended by adding the following exception to
condition 2:
Eaceptiou:
Cantilevered concrete and masonry foundation walls constmcted in accordance with Table
R404,1.1(6), R404.1.1(7), or R404.1.1(8).
952 555 5555
Line 18URNSVILLE HEA
Date: 12/10/2008 Revision Date: 12/10/2008
Site Information
Address 1: 659 Parkside Court
Address 2:
Ciry: Eagan County: Dakota
Application Information
Business Name: Burnsviile Heating A/C
Contact Person: Alan Dobson
11:47:06 a.m. 12-10-2008
New Construction
Project #:
Lot: Block:
Subdivision:
MN Contractor License #:1034
Office Ph: 952-894-0005 Fax: 952-894-0925 Cell Ph: 612-328-8506
Address 1: 3451 W Burnsville Pkwy Suite 120
City: Burnsville State: MN Zip Code, 55337
House Details
Square Feet: 3723 sq. fi. Avg. Ceiling Ht: 9 ft. Number of Bedrooms: 4
Ventllation : Balanced
Total Ventilation Capacity : 147 cfm.
Minimum Continuous Ventilation :75cfm.
Intermitten# Venfilation: 72 cfm.
Combustion Apqliance
Water Heater: Direct VenUSeafed Combustion Input BTUs; 75,000 Independently Vented
Furnace/Boiler: Direct VenUSealed Combustion Input BTUs: 80,000 Independently Vented
Other Com6ustion Aupliances
Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No
Gas Fired Natural Draft Fireplace{s}: No Solid Fuel Appliance(s): No
Echaust Eauipment
Continuous Exhaust Ventiiation Gapacity (cfm): NA Clothes Dryer (cfm): 135
Exhaust Fan Rating (cfm): 80
Make-Uo Air
No Make-Up Air Required by Code
Combustion Air
Minimum Combustion Air Requirements Have Been Met.
z /2
Applicant Name (print): /411Lw Signature/Date: l0T
Code Official (print): Signature/Date:
e 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidetines. Page 1
Address: 659 Parkside Court Zip: 55123 Permit: 5-'5-71y
THE FOLLOWING ITEMS WERENVERE NOT COMPLETE AT FINAL INSPECTION ON :?.C. ?6
Yes No Comments
Final rade - 6" from sidin
Permanent ste s- ara e
Permanent ste s- main ent
Permanent drivewa
Permanent as
Retainin Wall or 3:1 Max Slo e
Sod/Seeded lawn
Trail/curb dama e .Spiq/ covfw
Porch
Lower level finish
Deck
Fire lace i J
. Verify with your builder that roof test caps from the plumbing system have been removed.
• Turn off water supply to the outside lawn faucets before freeze potential exists.
• Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing
irrigation system.
? BUILDING INSPECTOR:
Fyt
V
G/Bldg Insp/Formsl2007/Checklists
U.S. Postal Service
CERTJF.,IED MAIL ¦
(Dome~~tic Mail Only; No Insurance Coverage Provided)
ru
ru
cc] Postage $
r` Certified Fee
117` Postmark
Return Receipt Fee Here
L,n (Endorsement Required)
D Restricted Delivery Fee
D (Endorsement Required)
D Total Postage & Fees
D
Rec~i T^ents Name (Please Print Clearly) (to a corn eted by mailer) D Street, t. No.; 07 )56 B o I'
E:3 e -
D City, State,ZIP+4
, S (Z3
r- CY c~ aiv~ (Yl . r-~
Certified Mail Provides:
¦ A mailing receipt E- 9 i
¦ A unique identifier for your mailpiece
¦ A signature upon delivery
¦ A record of delivery kept by the Postal Service for two years
Important Reminders:
¦ Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.
¦ Certified Mail is not available for any class of international mail.
¦ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables, please consider Insured or Registered Mail.
¦ For an additional fee, a Return Receipt may be requested to provide proof of
delivery. To obtain Return Receipt service, please complete and attach a Return
Receipt (PS Form 3811) to the article and add applicable postage to cover the
fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for
a duplicate return receipt, a USPS postmark on your Certified Mail receipt is
required.
¦ For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent. Advise the clerk or mark the mailpiece with the
endorsement "Restricted Delivery".
¦ If a postmark on the Certified Mail receipt is desired, please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed, detach and affix label with postage and mail.
IMPORTANT: Save this receipt and present it when making an inquiry.
PS Form 3800, February 2000 (Reverse) 102595-99-M-2087
SENDER. COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
¦ Complete items 1, 2, and 3. Also complete atu
item 4 if Restricted Delivery is desired. X IM10 AaeM
¦ Print-your name and address on the reverse.
so that we can return the card to you. B. Received P e C. Da tvery
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
D. Is delivery add different 1 Yes
1. Article Addressed to: If YES, enter dell s below:
-Mr. S2r\ jeev . J`ewpe~
~01 Pa r k- Sid L- Ito r +
3. Service Type
5 5 I 3 rflfiedMaI ? Express Mail
? Registered return Receipt for Merchandise
? Insured Mall ? C.O.D.
4. Restricted Delivery? gDdra Fee) E3 Yes
2. Article Number
(Transfer from service labeo "`~O oO 00;t5 1 98 ,Qe 1
Ps Form 3811, February 2004 Domestic Return Receipt 102595.O2-to-1540
UNITED STATES W 1S I E,tL M N 55
• 11nder:ease print your name, address, and ZIP+4 in this box •
0
? o o
v CO 9Ccf66Ur1Y\
i
40 City of Eaall
Mike Maguire
Mayor CERTIFIED MAIL
June 22, 2009
Paul Bakken
Cyndee Fields Mr. Sanjeev S. Sewpersaud
Gary Hansen 659 Park Side Court
Meg Tilley Eagan MN 55123
Council Members Re: Turf Establishment - City Code Section 10.21
Thomas Hedges Dear Mr. Sewpersaud:
City Administrator
On May 14, 2009, I spoke to you regarding your new lot and the need to temporarily
seed, mulch or sod the entire lot. This site has been uncovered for some time now, and
final grading is complete.
An inspection of your site was conducted by City staff today, June 22, 2009. At that
time, the following items were found to be out of compliance with City Code and/or the
Municipal Center National Pollution Discharge Elimination System (NPDES) permit governing your site:
3830 Pilot Knob Road
1. Install and/or maintain silt fence
Eagan, MN 55122-1 phone 2. Install and/or maintain temporary cover on all exposed soils
651.675.5000 phone
651.675.5012 fax The above items should be addressed within 7 days of receipt of this notice in order
651.454.8535 TDD to bring your site into compliance. City staff will conduct a follow-up inspection at the
end of the 7-day grace period. If the site is found to be out of compliance, City staff
reserve the right to notify the Minnesota Pollution Control Agency (MPCA). The MPCA
has the authority under the NPDES permit for the development to fine the responsible
Maintenance Facility party. If the site is still out of compliance as of August 1, 2009, the City will proceed to
3501 Coachman Point have the turf establishment completed by a private contractor and place a lien upon your
Eagan, MN 55122 property until such expenses are paid.
651.675.5300 phone
651.675.5360 fax From a practical perspective, with the arrival of the summer season, it would be in your
best interest to place sod or grass seed as soon as possible. The typically hotter, drier
651.x54.8535 TDD months of July and August can be challenging to the establishment of new turf.
If you have any questions, please feel free to contact the Engineering Division at 651-
www.cityofeagan.com 675-5646. Your anticipated cooperation is greatly appreciated by City staff as well as the
residents of Eagan.
Sincerely,
c. Russ Matthys, City Engineer
t4'W~ Mary Granley, Code Enforcement
The Lone Oak Tree eon Weiland
The symbol of Construction Inspector
strength and growth
in our community.
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA158639
Date Issued:10/23/2019
Permit Category:ePermit
Site Address: 659 Parkside Ct
Lot:3 Block: 1 Addition: Dodd Parkside
PID:10-20875-01-030
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:Does not include skylight(s)
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please print pictures of ice and water protection and leave on site.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
Valuation: 5,000.00
Fee Summary:BL - Base Fee $5K $118.00 0801.4085
Surcharge - Based on Valuation $5K $2.50 9001.2195
$120.50 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 -
Sanjeev Sewpersaud
659 Parkside Ct
Eagan MN 55123
Shelter Construction Llc
7040 Lakeland Ave N
Brooklyn Park MN 55428
(612) 849-8082
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA174995
Date Issued:03/07/2022
Permit Category:ePermit
Site Address: 659 Parkside Ct
Lot:3 Block: 1 Addition: Dodd Parkside
PID:10-20875-01-030
Use:
Description:
Sub Type:Fixtures
Work Type:New
Description:Bathroom(s)
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
All tiled shower bases require a water test.
Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087
Surcharge-Fixed $1.00 9001.2195
$60.00 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 -
Joseph E & Kristin J Sperl
659 Parkside Ct
Eagan MN 55123
Norblom Plumbing Company
1465 Selby Ave
St Paul MN 55104
(612) 827-4033
Applicant/Permitee: Signature Issued By: Signature