4618 Stonecliffe Dr
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RESIL?ENTIAL
BUILDING PERMIT APPLICATION
r CITY OF EAGAN OO
~~U3~ ~ 3830 PILOT KNOB RD - 55122
651-681 ~675 ' 1
IewCanstructianReauirements RemodeUReuairReauiremeMS `~IIQ4 ~~I~~01
3 registered site surveys showiiy sq. fl. of lot, sq. R. of house; and all roofed areas • 2 copies of plan' ~
(20°! mauimum lotcoverage aliaxed) . 1 set of Energy Calculafions for heated additions
2 copies of plan showing Eeam & window saes; poured found design, etc.) • 1 sita survey lor exterior addltions & decks
1 set of Energy Calculations . Indicate'rf home served by sepGC system for additions
3 copies of Tree Preservation Plan if Iot piatted after 7l1/93
Rim Joist Detail Options selection sheet (61dgs wilh 3 or less units)
)ATE ~ ~ ~ ( O ~ VALUATION
106 SITE ADDRESS `7" neC ~E i7"~- p~
P MULTI-FAMILY BUILDING, HOW MANY UNITS?
'ROPERTY OWNER L n~ Ki,,
'YPE OF WORK ~ 2 C..1L FIREPLACE(S) _0 _t _2 _3
~PPLICANT S~m~ PHONE# ~SI- ~1Su-733g
si- ~~-as'67(W~
aDDRESS ZIP CODE
'AGER # CELL PHONE # tO S~ J'~a ~7 3 FAX #
N~V RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY
Energy Code category _ MINNESOTA RULES 7670 CATEGORY 1
(check one) - Residential Ventilation Category 1 Worksheet Submitted
- Energy Envelope Calculations Submitted
_ MINNESOTA RULES 7672
- New Energy Code Worksheet Submitted
Plumbing Contractor: Phone
Plumbing Systcai Includes: Water Softener La~a~n Sprinkler Fee: $90.00
V17ater Heater No. of R.I. Batlis
No. c>f 13aths
Mechanicai Contractor: Phone #
Mechanical System Includes: _ Air Condilioning Fee: ~70.00
_ HeaC Recovery Systcm
Sewer/Water Contractor: Phone #
~ n~wiay
UI above information must be submitted prior to processing of application. ~
hereby acknowledge that i have read this application, state that the infor tion i corre t, and agree to comply ~vit~
~II applicable State of Minnesota Statutes and City of Eagan Ordinances.
SlgnWure of Applfcant '
;ertificates of Survey Received _ Tree Preservation Plan Received _ Not Required _
Updated 1/01
OFFICE USE ONLY f" :
7 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
7 02 SF Dwelling y? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 EM. Alt - Multi
] 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 EM. Alt - SF
] 04 02-plex ? 10 08-plex ~ 18 Deck ? 23 Porch (screened) ? 36 Multi
] OS 03-plex ? 11 10-plex ? 19 Lower level ? 24 Storm Damage
] 06 04-plex ? 12 12-plex Plbg_Yor_N ? 25 Miscellaneous
~ 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
7 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair
7 33 Alteration ? 37 Demolish (Bldg)` ? 43 Reroof ? 46 Windows/Doors
] 34 Replacement *Demolitian (Entire Bldg only) - GiVe PCA handout to applicant
O
/aluation ` 0~ Occupancy //Q - 3 MC/ES System
:ensus Code y3 ~f Zoning ~ City Water
iAC Units D~ Stories Booster Pump
dbr. of Units ~ Sq. Ft. PRV
Jbr. of 81dgs ~ Length Fire Sprinklered
'ype of Const ~ Width
REQUIRED INSPECTIONS
Footings (new bldg) Final/C.O. °
~O Footings (deck) ~ FinaUNo C.O.
_ Footings (addition) _ Plumbing
Foundation HVAC
Drain Tile
Roof Ice & ~~ater Final Other
_ Framing _ Pool _ Ftgs _ Air/Gas Tests _ Final
_ Fireplace _ R.I. _ Au Test _ Final _ Siding SNCCO Stone
_ Insulation _ Windows (new/replacement)
Approved By~_, Building Inspector
3ase Fee
iurcharge
'lan Review
AC/ES SAC
;ity SAC
Nater Supply & Storage
i&W Permit & Surcharge
-reatment Plant
'lumbing Permit
Aechanical Permit
.icense Search ~
;opies Uv
~ther
i otal
Address 4618 Stonecliffe Dr Zip 5512?
Lot 5 Blk 1 3ub Pinetree Pass 2nd
THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION.
, ~ 5 ~'9 Yes No Inspector:
Final gra 6" from siding) ~
y
Permanent steps (garage)
Permanent steps (main entry)
Permanent driveway
Permanent gas
Sod/Seeded grass
TraiUcurb damage
Porch
Basement finish
Deck
Please verify with the builder the removal of roof test caps from the plumbing system and the shut-off of wacer suppty to
the outside lawn faucet before freeze potential exisfs.
Conqct engineering division at 681-4645 before working in righ[of-way or installing underground sprinkler system. ~
White - City Copy Yellow - Resident Copy Pink - Contraclor Copy
RESIDENTIAL
~ ~~(~v BUILDING PERMIT APPLICATION ~ 7~- ~S
CITY OF EAGAN
3830 PIIDT KNOB RD - 55122
651-681-4675
New Construction Reouiremanb RemodellReoair Requiremertp
. 3 registered sile surveys showing sq. ft of lot, sq. ft. of house; and all mofed a2as • 2 copies of plan
(20%mazimum lot coverage allowed) • 1 sef of Energy Calculalions tor heated addihons
. 2 copies of plen showing beam & window saes; poured found design, etc.) • 1 sile survey forezterior additions & decks
. 1 set af Energy Calculations . Indicale if home served 6y septic system foradtlAions
. 3 copies of Tree Preservation Plan if IM pletted after 7/1l93
. Rim Jaist DetaB Oplions seleGian sheet (61dgs with 3 or less unAs)
DATE ~Ir I Z~b Z VALUATION
JOB SITE ADDRESS~. ~i I S~ °v
I
0 N( cl~'rt~~_ d v~`v~ ~/~I-('n NN '~SIZ`t-
!F MUlTI-FAMILY BUILDING_, 7H^OW MANY UNITS?
PROPERTY OWNER LC7V L71
TYPE OF WORK L.OW~'YL- L~V~L- F/N/S~ FIREPLACE(S) _ 0_ 1_ 2
APPLICANT PHONE#~\6S~ AS~}--T$3~
ADDRESS ZIPCODE
PAGER # CELL PHONE S'~ ~~F~-~~~~' FAX #
- LfDN7R'C,'~` S1
NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY
Energy Code Category MINN~SOTA RUI.FS 7670 CATEGORY ~ ~I ~
(check one) - Residential Ventilation Category 1 Worksheet Su ' ed I
- Energy Envelope Calculations Submitted FEB 1 2 2002 V I
_ MINN~SOTA RULES 7672 51J
- New Energy Code Worksheet Submitted By
Plumbing Contractor: Phone
Plumhing Systern Includes: Waler Soflener I,awn Sprinkler Tce: ~i90.00
Water Healer No. of R.I. Baths
No. of Baths
Mechanical Contractor: Phone #
Mcchanical Systcm Includes: Air Conditioning Fcc: $70.00
_ Hcat Recovery System
Sewer/Water Contractor: Phone #
All above information must be submitted prior to processing of application.
I hereby acknowiedge that I have read this application, state that the i orm ion correct, and agree to comply
with all applicable State of Minnesota Statutes and City of Eagan Ord an s.
Signature of Appticant
Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _
Updated 2002
OFFICE USE ONLY
? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 EM. Alt - Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 EM. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi
? 05 03-plex ? 11 10-plex ~ 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex PIbg~Y or _ N ? 25 Miscellaneous
? 31 New ~ 35 Int Improvement ? 38 ~emolish (Interiorj ? 44 Siding
? 32 Addition ? 36 Move Bldg. ? 42 Demolish (FOUndation) ? 45 Fire Repair
? 33 Alteretion ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors
? 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant
Valuation ~C.n G~- Occupancy ~U MC/ES System
Census Code 1~ Zoning City Water
SAC Units Stories Booster Pump
Nbr. of Units ^ Sq. Ft. PRV
Nbr. of Bldgs Length Fire Spnnklered
Type of Const ~ Width
REQUIRED INSPECTIONS
_ Footings (nea bldg) FinaUC.O.
_ Footings (deck) ~ Final/No C.O.
_ Footings (addition) Plumbing
_ Founda[ion ~ HVAC
Drain Tile Other
Roof Ice & Water Fina( Pool _ Ftgs _ Air/Gas Tests _ Final
~ Framing _ Siding _ Stucco Stonz
Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement)
~ Insulation _ Retaining Wall
Approved By , Building Inspector
Base Fee T^
Surcharge
Plan Review L~,~,L ~~N~f.~
MCIES SAC
City SAC U /~-L
Water Supply & Storage
S8W Permit & Surcharge
Treatment Plant
Plumbing Permit
Mechanical Permit
License Search
Copies • 2~'
Other
Total
PERMIT# ~ b I~ I RECEIPT~ATE: -I3 OvZ
8008 ii~SID~NTI~kL ~LUM$IRfi ~P~MIT ~'11C~TION
crrY oe ~s,~tiv
$$so ~ p~ C~ f~ ~ N~ i~~ ~
SAHAA, b11Y b51 EE
ssi-s$i-~s7s FEB 1 2 700? ~
L:
Please complete for: single family dwellings, townhomes and condos when permits are required for each ~t. ~
backflow preventer for inigation system Y
, SITEADDRESS:~~~ S~O C% ~-I~~F~% ~YIV-~-- I`1/'~, S~Z~'
OWNER NAME: : I L 7~tS1 1~C~. TELEPHpNE 6~~ 4rq~ ~7 33~
( REA CODE)
INSTALLER NAME: TELEPHONE
(AREA CODE)
STREET ADDRESS:
CITY: STATE: ZIP:
_ SEPTIC SYSTEM, new/refurbished (requires two sets of plans and MPC license) $ 100.00
includes $40.00 County fee
Note: Additional consultant fees may apply
. MODIFICATIONIALTERATION TO EXISTING DWELLING UNIT, INCLUDING:
Adding fixtures to lower levels or room additions, excluding water softeners and water heaters. $ 50.00
_ Abandonment of septic system.
_ Water tumaround - existing dwelling unit 5/8" meter if needed -$11 S)
Other:
_ RPZ: new installation/repair/rebuild $ 30.00
_ lawn irrigation system
Replacemenf/additional: _ water softener _ water heater $ 15.D0
State Surcharge $ 50
Total $ S~ . ~
I hereby acknovAedge that I have read this applicadon, state that the information is cortect, and a r e to co plyw' all applicable Cityof Eagan ordinances. It
is the applicanYs responsibiliry to notify the property owner that the City of Eagan assumes no li ility f any d ag caused bythe City during its normal
operational and maintenance activities to the facilities conshucted under this permlt within City p ! i -of-way sement.
SIGNATU OF PERMITTEE - 1l02
.
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, 1999 BUILDING PERMIT APPLICATION (RESIDENTIAL)
3830 PII,OT KNOB Rn ssia2 ~ S, ~ 3~
3 ~esi~ 68i-ae~s Lc~x.r.~~ ~ IU
New Construction Reouir~ents RemodellReoair Reauiremehts
• 3 registered site surveys ? 2 copies of plan
? 2 copies of plans (indude beam & window sizes; poured tnd. tlesign; etc.) ? 7 site surveys (exterior add'Rions S decks)
? 1 energy calculations ? 1 energy calwlations tor heated add'Rions
? 3 copies of Vee preservation plan if lot platted after 7l1/93
required: _ es N '
DATE: '~~~9 CONSTRUCTION COST:
DESCRIPTION OF WORK: ~ r
STREET ADDRESS: '7 ~ ~ 8
LOT: ~ BLOCK: ~ SUBD./P.I.D. ~r OZ ~ -
Name: Phone
PROPERTY L~~ Fiest
OWNER
Street Address:
Ciry State: Zip:
Company: ~~~~/V ~/~O S • Phone ~ ~ 7 ~ 3 ~~3 ~
CONTRACTOR C (J
Street Address: %~~G . y~~ GV~ License # ~7 ~ ~ Exp. ~
City C~~/~ y % TjV State: / / / N Zip: ~d ~ % ~
ARCHITECT/ /
EIVGINEER Company: Phone
Name: Registration
Street Address:
City SWte: Zip:
Sewer 8 water licensed plumber (new construction only): ~~k~GGN~" . Penalty applies when address
change and lot change is requested once permit is issued. ,
l, . I a ~-I ~-F 5
- `-f °r -a-_
I heredy acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable
State of Minnesota Statutes and City of Eagan Ordinances. ~
Signature of Applicant:
D~~r~<«.,-,~,,
OFFI E E ONLY
i
~ ~ ,
Certificates of Survey Received Yes No ~UN L JJJ
Tree Preservation Plan Received _ Yes _ No Not Requir d`---
OFFICE l1SE ONLY . ,
BUILDING PERMIT TYPE
? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 16 Basement Finish
~I, D2 SF Dwelling ? 07 4-plex ? 12 Muiti RepaidRem. ? 17 Swim Pool
? 03 SF Addition O 08 8-plex ? 13 Garage/Accessory ? 20 Public Facility
? 04 SF Porch ? 09 12-plex ? 14 Fireplace ? 21 Miscellaneous
? 05 SF Misc. ? 10 _-plex ? 15 Deck
WORK TYPE
~ 31 New ? 33 Alterations ? 36 Move
32 Addition ? 34 Repair ? 37 Demolition
GENERAL INFORMATION
Const. (Actual) ~N Basement sq. ft. Census Code ~
{Allowable) ~ Main level sq. ft. SAC Code ~
UBC Occupancy ,Tj~' ; G1
1 sq. ft. Z/YJ~ Census Units
Zoning sq. ft.~~{,. Census Bldg
# of Stories ~ sq. ft. MC/ES System
Length ~ sq. ft. City Water
Width Footprint sq. ft. U~ Booster Pump
PRV
Fire Sprinklered
APPROVALS
Planning Building ~ Engineering Variance
Permit Fee Valuation: $ 7 ~G~
Surcharge ~ /Zi'~C X 1S Z z)1~~
Plan Review ~'~u~ a /~l/ ~Ij ~5. ~
License
MC/ES SAC z N~l //~l x s~ ~7y
c~rysAC f~=t- 7~sl~c
Water Conn. / ~ y~
Water Meter
Acct. Deposit
S/W Permit
SNV Surcharge
Treatment PI.
Park Ded. `
Trails Ded.
Other :
Copies • •
Total: j ~.3°1
% SAC
SAC Units
• ' LOT SURVEY CHECKLIST FOR RESIDENTUIL
BUILDING PERMIT APPLICATION
PROPERTY LEGAL Lot ~~~.a~K ~ f=N~TREE 1~A5< ~ N~
DATE OF SURVEY: 5 -14-QQ
LATEST REVISION.
DOCUMENT STANDAR~S
j/~ • Registered Land Surveyor signature and company
f~ ? p • Buildi~qPermdApp6cant
? p • Legaldescnp4on
J o ? • Address
/o c • NoRh arrow and scale
da' o~ • House type (rambler, walkout, sp6t w/o, sptit entry, bokou~ etc.)
? • Directional drainage arrows with slope/gradient %
? Proposed/ebsting sewer and water services & inveR elevaUon
~ ? . Streetname
(e~o ? • Driveway
~ ? ? • Lot Square Footage
~ ? o • Lot Coverage
ELEVATIONS
E~astin
g n? • Sewer service (or Proposed)
~o • Property comers
• Top of curb at the driveway
• Elevatlons of any ebsting adjacent homes
~~o Adequate footing depth of strucNres due to adjacent utlBty trench~
Prooosed
~o ? • Garegefloor
~ ? ? • First floor
~p ? ~ Lowest exposed eleva6on (walkoutlwindow)
;~/p ? Property wmeB
m~ • Front and rear oF home at the toundalion
PONDING ARFA ('rf aoc6caWe)
? ~ o • EasemeMline
? L~ ? . NWL
? ~ ? • HWL
~ ? . Pond # designation
? c • Emergency Overflow ElevaEOn
/ DIMENSIONS
B' ? e • Lot Iines/Beanngs & dimensions
~ n ~ • Right-of-way and atreet width (to back M curb)
cl • Proposed home dimensions inciuding any proposed decks, overhangs grealer than 7, porches, etc.
(i.e. all shuctures requiring permaneM footings)
? • Show all easements of record and any Cily udli0es within those easemeMs
? • Setbacks of proposed structure and sideyard setback of adjacent e~dsting structures
o~? • Retaining wall requirements, if any i'~
Reviewed: ~
ame / Date
lyhfch 19BB
caMa~a.oovnur ~
~
~
~un~GREn
p CHATHAM PLAN
L7 R C~S. EXTERIOR ENUEL~PE AVERAGE U COMPUTATION
CONSTRUCiION G~~~ O(..r
INC - •
Site Address~7'/p/F'j (~/~'L(~~~(~1,Q~ Lotslock/
~
R& U Factors R U
Opaque Walls .043
935 E. Wayzata Blvd.
Wayzata Wal1 Frami ng Areas .09
Minnesafa55391 Ceilin9 Insluation Area .023
(6iP)473-123i Cei 1 i ng Frami ng Area .027
Rim Joist .04
hlasonry Wall .469
Windows .35
Doors .31
Skylights . .55
1) Lower Level (Basement)
Total Exposed Wall rea fr ~
(i f lG.t /KGt~caf~ ,L
Opaque Wall Area ~T ~ X(U) .043 = 6~~kri
Wood Frame Area X (U) .09 = ~ ~
Rim Joist ~ X (U) 04 = /~y4
Exposed Btock X(U) ~h32 = y fZ
Window Area X (U) .35 = I/~ ~J'
Slidin~ GTass Door 7 v X(U) ,35
Door Area X (U) .31 =
Tota, sr, d.r'
y
~un~GR~n .
BROS. 2~ First Or Main Floor
CONSTRUCTION / Z
Total Exposed Wall Area ~(Od
INC
Opaque Wall Area X(U) .043 Z
Wood Frame Area X (U) .09 = ~~~L~
Rim Joist ~ X (U) .04 = 7~L
Window Area X (U) .35 = 7~~ ~
935 E. Wapala Blvd
wayzaia Sliding Glass Door X(U) .35 =
Minnesota 5539t Doo r Area ~ X( U) . 31 7v
(612)473-1231 To td 1 ~i~
3) Second Floor If Two Story
Total Exposed 4Jall Area /5~~~
Opaque Wal l Area /3 X(U) .043 = S`~'7'T
Wood Frame Area ~~T~ X (lJ) .09 = ~a, ~9
Wi ndow Area ~3~ X (U) .35 = ~/'7l0
Sliding Glass ~oor X (U) .35 =
Door Area X (U) .31 =
- Tota, ~~r,o3 _
4) Total Ceiling Area ~ ,O Z 6
Wood Frame Area ~ X (U} ~B2-~ _ '
Opaque Ceiling Area /es ~ X (U) _
Skylight 'J X (U) .55 =
To ta l
s
~un~GREn
~ROS.
CONSTRUCTION
iNC. MINNESOTA U FACTORS Tota1 Exposed Wall Area 37~ X.11
MINNESOTA U FACTORS Total Exposed Ceiling /,t 1/
Area yJF~ x .oz6 = ~7, ~ 3 '
(A) Total = ~~f~77
935 E. Wayzata Blvd.
Wayrala Item 1 rl?~J + Item 2/r/~.~0 + Item 3//rO3+ Item 4 3a•~7 = j~o y3
Minnesola 55391
(612)473-1231
If Total Of Items 1-4 Is Less Than Item (A), Buildiny Complies With
58C 6006 (C)s
. :Y- . .
- , • ~
CLIFF ROAD C.S.A.H. N0.32 R~o~S BY
N89 29 27 E
939.8X 48.83 o39.3x
HOUSE AREA = 2231 S.F.
~ LOT AREA = 16126 S.F.
i
- ~ ~ ROOF AREA ~ = 13.8~
r--
. I v I 6' WOOD FYNCE '~9 ~
~ Jh
~ / ~ ~ ~o~o~a ~~~~0~3i~~ ~ ~ ~
d. ~
~Q ~ I ~ 1: ~ R
~ / ~~Q ~ 'E:~, s~~'
~ ~~i ( N LEGEND S ~
I ~ 1
05 DENOTES SAMTARY MANHOLE a s
/ 5 ~ ~ ~o,~ ~ ~
9 3 SI I ~ oa o~s c
n~ e n~
w
S DENOTES SANITARY SEWER ~ ~
ti O / 9X 0.5 947 8X I5 BENCHMMK W DEN07ES WATEltMAIN d~
, ELEV - 847.94 ST ~~0~ ST~
~ ~ 9X0.3 948.4X ~ '
~ ~ O l ~951.3) 11.6 _ _ ~ DEN07ES S7oRM MANHOtE
o t- ~ x !
eso~x X950.5 9497X K q~ ~ ~ n pprOTES STORIA APRON a,~
957.8 17 v~ F~7~:, ~r ~ r,~. 'r a h
~ ^ i ~ . ~ C
_ ~ I/ ~2 C 5' CANT 33 550I1 ~ ` SETBACKS ~ 3
~ ~ N O - ~ f
~ ~ x9519 ' u1I~S ON~ECDLIFFEUDRIVE °n ~ N p~ ~.a's~~~o-!5' 9C~' MIN. FRONT YARD SETBACK ~ 30'
a ~ sh~ n GARAGE 1' CANT I ~ O 1%A~'a~idEjVC',~.jia~E MIN. SIDE YARD SETBACK = 5'~ 15' BOT}i SIDES
~ ~°.~'~959.5~ ^ 2• CAN7 n t267 Xss.; -0 R`~'~T~~''~' F MIN. REAR YARD SETBACK = 15'
T 957.8 H 2O.33 u 24 e ` (n . }
n X .^~i,,~;~i%i•;i'!!:%X %95611 ~
Dn p 5
i.:~ ~,'iS;%i
~ 956.5 959.3 ~ 2.98 963 7 ~ ~
~ ~::;iij;;~ i~~,~ ~ ~ ~ Propoasd Top of Foundation Osvation~ 959.83 ~ O
~n co i"' : co ,'%i'fi
/ Propoaed Garage Floor Ebvation= 959.5
~ (958.6)f~l LO 4';~
j;%i.,<.~ s ~ ~j
~ ~~%~'•'~j:%:~:ii/~' ProPO~ LO~~ FlOO~ ~6V~IOfl° 951.~ F~
t~ 9585 X i.,.;, ~
~ ii;
~.ii ,~iJ ~ 1~1
"r:s';%;;, z ~ ~
~ SfDFyy,yLK ,~.,~45;;~ 947.5 I m y,
~ ~/;,;,;o ~ ~p o Denotea Iron Monument tYi E""
~ a57;z;~ C
~ ssa.o %i./ . o + 910.0 Denobes Exiatiag ElevaHon ~ ~ C7 ~
; 1
y \ I ~S~P +(a~o.o) ~erwtee ProPosed aevoNon V~i a z~
/ s c~0 Denotes Directton of Surfocs ri ~ z O D
~ ~ ~ 956.6 '~26 8 ~ Droinage F a~~
910.0
v ~ O O O~ (953.2 Denobes Sa~~n Sewer Service ~ ~l
~ $ ~ a 4 X o~ Q
~ NE~CI~F ~9 s4ti ; Q~°Q Qo5 o
a ~ ~ a~
~ ~ Q LA? 5. BLOCK 1, PINETREE PASS 2ND ADDRION
~ 953.8 V~ DAKORA COUNTY, MIl~iESOTA DRAMM
~ Q ~ Md the iocatlon of ail buildinga, ff arry. thereon. and ali visible
~ \ Q GJ ~~~a,~. ~r ~y. ~ o~ ~~a b~a. n~ &,~a ~y ~ ;
Q me tnt~ t day-or t~ay. t~. c~c_ .j
n ro ~ ~R:~.-. :
~ ~
DAIE:~.-'., .
5-14-99'_ ' ,
_
~ ~ ~~ar~ a ~ ~9~9 u
~ ~ ;
~ ~ .
% Lk:e~read t,a~8urveyor. Mlnn. Lic. No. 24704 ~J~O~BI~ ~N~O~./~ , '
V ~TIL'-TO~
CITY USE ONLY
LOT ~ BL ` ~ RECEIPT ~F: I` W 1~ 1
5~'BD. RECEIPT DATE: ~ T~- I I
1999 M£Ci~li4NIC~L ~~iMTI' (fi~SID£NTI~FLI
crrY oe ~snx
s8so eaor Kxos ~tu
gwsax a~u ssi QE
casr ) s8i-4s7s
Date•
Complete this section onlv if you aze installing HVAC in single family, townhomes or condos under
construction and not owner /occupied
• HVAC: 0-100 M B T U 30.00
ADDITIONAL 50 M BTU 6.00
-c7
• Gas outlets (minimum of one required @$3.00 ea.) ~Z V'-
• State Surchar~e: .50
• TOTAL:
S~
Complete this section onlv if you are remodeling, adding to, or repairing existing single family dwellings,
townhomes, or condos. Please indicate if it is a new item, replacement item, or repair.
_ New _ Replacement _ Repair _ Other
_ Fumace _ Air conditioning
_ Air exchanger, i.e. Vanee system, etc. _ Other
Renrinder: Ca!! 681-4675 for inspections. $ 30.00
State Surcharge: . 50
Total: $30.50
SITE ADDRESS: l
U S~"~~ G/~~'°~ ~ 1~ 1?"~
O~VNER NAME: Lvt v. /-C C/L.n ~e o~ ~v~f/S T PHONE~~°~ ~ 7~"I ~ 5~/
I~ISTALLER NAME: l ~ G( p ? C ~ 4 / C ~ < PHONE ~ 7 / `~~f~
STREET ADDRESS: S~ ~ 7`~ ~io ~/r d-L
CITY: SGJ~ le- O/~~/L STATE: ~ ZIP: SS ~ 7/
~ l
( ~ 2 19~ SIGNATURE OF P RbtITfEE
1S~POR.bIS BLDlMECH PERMIT(RES)- 1999 ' i Ij; „
:
, .
ciTV use oN~v
L BL RECEIPT
SUBD. RECEIPT DATE:
APPROVED BY: , INSPECTOR
1999 M£CHANICi4L PBRb1IT (COMMERCIAL) ~
C[TY OF f.~!&~4N
3$SO PILOT KNOB RD
~16~+kN, MN 55] EE
(651)6$1-4675
Please complete for: all commercial/industrial buildings
multi-family buildings when separate permits are no required for each dwelling unit
DATE: CONTRACT PRICE:
WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT
DESCRIPTION OF WORK:
FEES: 1% of contract price OR $30.00 minimum fee, whichever is greater.
Processed piping - 530.00
CONTRACT PRICE x 1%
PROCESSED PIPING
PERMIT FEE
STATE SURCHARGE ($.50 per $1,000 of ne 't fee due on all pemuts.)
TOTAL
3IT'E ADDRESS:
OWNER NAME: PHONE
TENANT NAME (IMPROVEMENTS ONLY):
INSTALLER:
ADDRESS: PHONE
CITY: STATE: ZIP:
SIGNATURE OF PERMITTEE
~ CITY USE ONLY I' , n
L~ BL RECEIPT t
SUBD. YT~.Lt, ~GSS ~h~ RECEIPT~ATE: ~-a-~q
7 999 ~Li71~I~INS ~P~ftM1T (~.S1n~1v1'i~EL)
crrY o~ ~te~
SSSO PILOT KNOB RD
EAfiRN, MN 551 EY
(6S1) 6$1-4875
Please complete for: ? single family dwellings
? townhomes and condos when permits are required for each unit
? backflow preventer for underground sprinkler system
FIXTURES EACH # TOTAL
Bath tub $ 3.00 x 'Z- _ $
Floor drain 3.00 x = $ 3°=
Gas i in outlet ' minimum - i 3.00 x = $
Hot tub/s a 3.00 x = $
Kitchen sink 3.OD x = $ =
Laund tra 3.00 x / _ $
Lavato 3.00 x = $ S"-
Minimum fee alterations to existin dwellin 30.00 x = $
Private Dis osal S stem new/refur6ished ' re uires MPC iic. 75,00 x = $
Private Dis osal S stem abandonment 30.00 x = $
RPZ new installation/re air 30.00 x = $
Rou h o enin t.5o x 3 = $ .5-U
Shower 3.00 x / _ $ .3 =
Under round s rinkler if dwellin is under construction 3.00 x = $
Under round s rinkler if existin dwellin 3D.00 x = $
Water closet 3.00 x = $ ' °
Water heater 3.00 x y = $ 6_---
Water softener if dwelling under consuuction 5.00 X = $
Water softener if existin dwellin 30.00 x = $
Water turnaround 30.00 x _ $
State Surchar e 50 $ .50
TOtal $ O t7
Reminder. Cali 681-4675 for inspections of water heaters, water softeners, alterations, etc.
I hereby aGcnowledge that I bave read this app6caGOn, slate that the informahon is correct, and agree to comply wifh all applicable Ciry of Eagan ordinances.
It is the appliqnYS responsibiiiry to notiTy the property owner fhat the City of Eagan assumes no liabiliry for any damages caused by Ihe Ciry during its nortnal
operational and maintenance activities to the facilities consvucted under this permit within Ciry propeAy/right-of-way/easement.
SITE ADDRESS: ~6 ~~~,1 L'~,~,~LP 1 JY
OWNERNAME: Lf.ti1J~~JS'?~PrT /~?C~S LoNST j
INSTALLER NAME: ~lL~ vr L/~P.~ /!l~QC ~~1 vJ / C A L TELEPHONE % S~S- T b/~
STREET ADDRESS: ~ C~L:'_ J`'/O~'/ l/ L-
CITY: S':~~ nc~ r~ ~ STATE: ec~ ZIP: ~5 3 7
D
~ ,r-- ~,1, ~
~~~1 ~
2 ISa~ , ~ '
SC~ ~
( I`~, I;~ SIGNATURE OF PERMITTEE
C~/PERMIT FORMS/RP,686 PERMIT (RES) =-1999' ~ t
. ~ city oF e~g~n
PATRICIAE AWADA
October 21, 1999 M~~~~
PAULBAKKEN
BEA BLOM9UIST
Mr. Eric Olson PEGGV A. CARLSON
Lund en Brothers Construction SANDRA A MASIN
~ Counal Members
935 E. Wayzata Blvd. THOnnns Heoees
Wayzata MN, 55391 ciry ndminisr~ator
651-473-1231
E. J. VAN OVERBEKE
/0 S7L jo~ 0~~ OP CityClerk
RE: Pinetree PassaN~ros~on Control Concerns
4618, 4626, 4633, 4670, 4673, 4674 Stouecliffe Rd and 1527 Covington and 4639 Pinetree
Curve.
The attached letter was written and mailed out to general contractors on April 15, 1999, and has
been distributed with building permit appiications since that time. The aforementioned permit was
issued in your name. A City staff person has observed the site where the pemutted work is taking
place and has found deficiencies in the erosion control efforts.
The City Code clearly states the authority of City staff in enforcing the removal of siltation, dirt, clay,
or soil (SILT) upon any street within the Ciry (Section 7.05, Subdivision 5.1 of the Eagan City Code).
The following erosion control efforts should be taken immediately:
1. Removal oTaR SILT upon the street and walkways adjacent to said property.
2. Installation and maintenance of approved silt feace at curb & property lines.
You have 48 hours to bring this site into compliance with this section of the City Code. Upon your
failure to bring this site into compliance in said time, the CiTy's enforcemern actions will be as follows:
1. Order street sweeping/cleaning activity 48 houis after initial faxed/mailed request
2. ChargeJmail sweeping/cleaning invoice to development contract obligee or permit holder.
3. No further Letter of Escrow Credit reductions will be granted.
4. Place hold on Certificate of Occupancy until compliance and payment of invoice(s).
We appreciate your cooperation with our erosion control efforts. Please call us with any questions.
Sincerely, Cc: Russ Matthys, City Engineer
Doug Reid, Chief Building Official
Engineering Section Dale Schoeppner, Assistant Building Official
Departmern of Public Works Stan Lexvold, Construction Supervisor
City of Eagan
MUNICIPAL CEMER THE LONE OAK TREE MAINTENANCE FACILIN
3830 oi~Or KNOB aOnD THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN 350i COACHMnnI aOMi
EAGAN MINNESOTA 55122-1897 EAGAN, MINNESOiA 55122
PHONE (651) 681-4600 PHONE (651) 681-4300
FA% (651)681-db12 EqUC]IOpportunity Employef FAX (651)681~d360
iDD (651)454-8535 TDD (651)d54-8535
i
Cities Di~ital Quality Control
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City of E~~~~
Pat Geagan
MA~p October 4, 2005
Peggy Cadson Mr. Leng Ku
Cyndee Fiems 4618 Stonecliffe Dr.
Mike Maguire Eagan, MN 55122
Meg Tiney Re: SurFace water problem
COUNCIL MEMBEHS
Dear Mr. Ku,
Thomas Hedges ~
CITY ADh11NISTRATOR It has come to my attention that there is a surface water problem in your neighborhood
originating on or near your property. I have visited the site numerous times and
witnessed saturated conditions in your front yard, in the area neaz your east property line
on each visit. The water appeazs to be originating in this azea and flowing toward the
street; down both the sidewalk and the gutter. This situation has been occurring for a
long time as is evidenced by the staining of the sidewalk and curb and gutter. In addition
to the staining, there are azeas of slime and algae growth which is creating a safety issue
MUNICIPAL CENTER ~n that it is quite slippery and can be a health issue as welL These areas have possibly
contributed to several falls by neighborhood children already.
3830 Pilot Knob Road
Eagan, MN 55t22-~sio Last Friday I collected a sample of water from the gutter in the street. Our utility
s51.675.500o pnone deparhnent tested it and found the presence of both ~ound water as well as City water. I
651.6~5.5oi2 fax have already talked with your next door neighbor at 4620 Pinetree Curve and they
651.a5a.esss TDD ~nformed me that they have had their sprinkler system tumed off in the zone nearest your
property for most of the summer because of the moisture issue. With the presence of
City water the only other possibility is that there must be a leak in your sprinkler system.
The City asks your cooperation in resolving this issue by having your sprinkler company
MAINTENANCE FACILITY do a thorough inspection of your sprinkler system in your front yard when they blow the
3501 Coachman Point system out this fall. Because of the proximity of the source it is crucial that we know if
Eagan, MN 55122 Your system is functioning properly.
651.675.5300 phone p~ease let me know when you have inspected your system and have it shut down for the
657.675.5360 fax H,~nter. If you or your sprinkler contractor have any questions or would like to meet on
65i.a54.8535TDD site please feel free to contact me at 651-675-5641. Thank you for your anticipated
cooperation in resolving this issue.
www.cityofeagan.com SincOie
/G~~~L' U.e !
Dave Westermayer
Engineering Technician
THE LONE OAK TflEE
The symbol of
strength and growth
in our community.
~ Fori07fice.",~Jse ~
I / ~
~ Perrnit ~ ( ~
~ il
Gi~y of Ea~a~ ' ~ ~ , '
~ Permit Fee: 5" ~ I
3830 Piiot Knob Road ~j ,~Q
Eagan MN 55122 I Date Received. ~ j
i
Phone:(651)675-5675 _
Fax:(651)675-5694 ~ Staft: ; I_._.___._..._._
008 RESIDENTIAL BUILDING PERMIT APPLICATION
~ C-~j~n~!~- y7
Dafe: ~ Site Addresr D>~ ~~1r~~~, I-rt~ ~ I~-
Tenant: Suite
RESIDENT/OWNER Name:l.L~~,/~) Phone~Ql7~ ~'1~.~~J
Address/City/Zip:u( ~u C7(~~-~~
Appiicant is: ~ Owner _ Conhactor
TYPE OF WORK Description of wor ~
Construction Cost Multi-Family Building: (Yes No ~
CONTRACTOR Name: ~.~C91
~
~"A~2 n ll~rTRA(°T~n7i 1 ~ License ~ ~ ~ a~ ~J c2
Address: ~l ~~vu
tt~~r~ ~
City:~N~
l4(~?PEf-' State:_~__zip: ~J53~~
Phone: l~(~, 3c`3 D J~ 1 D Contact Person: L-~ 1~Y~
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
Minnesota Rules 7670 Cateaory 1 Minnesota Rules 7672
Energy Code . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet
C8t0gOry Su6mitled Submitted
(1~ submission type) • Energy Envelope Calculations Submitted
In the last 12 manths, has the City of Eagan issued a permit for a similar plan based on a master plan? ,
_Yes _No If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contrector: Phone:
Sewer & Water Contractor: Phone:
NOTE: Plans and supporting documenis ~hat you submit are corisidered to be pub,lic,information.' Por~ions of:
the fnformation may be classiiied as non-public_lf you prBvide specirc reasons i/~at, ivau/d permlt the City to;,
conclude thaf the 'are trade.secrets.
I hereby acknowledge that ihis information is complete and accuraie; Ihat the work will be in conformance with the ordinances and cotles ot the Ciry of
Eagan; that I understand this is not a permit, but oNy 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 pla~.
x ~ ~ ~f M x
Appiicant's Printed Name Ap ' Ys Signat re
Page 1 of 3
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F
`� Use BLUE or BLACK Ink
. . �________________�
I For Office Use �
� � Permit#: ��� �
Clty of �a��� ; P rmi F : � ` � �c� I
e t ee
3830 Pilot Knob Road � � �
Eagan MN 55122 RECEI�E� ; Date Received: �t��I �
Phone: (651)675-5675 I I
Fax: (651)675-5694 ��N 101Q14 I Staff: �
I I
2014 RESIDENTIAL BUILDING PERMIT APPLICATION
Date: � �1 SiteAddress: ��� � �"f�vt�.c�(t"�' ��-�v� Unit#:
` Name:_ ����Z �vl Phone:
Resident/ /�' �
OWIIeP Address/City/Zip:--- �G+f`L� �C t,�c;�jr't'r' ,�e—rd� ����� � � �l Z �--
Applicant is: Owner Contractor
�
Type of Wo�k Description of work: �i��j/70.�
Construction Cost: �Z ID dd0 Multi-Family Building: (Yes /No )
Company: /'�p.- �i tt�w.e.. ,�v�c.._ Contact: �tGlr_ �,'�"'
Contractor Address: �J��r` � lL�(�. ST t.e�'�r'i " city: �r �' �J�
State: 'l�u Zip: .��Z Phone: �i2—(,Ga� /9�Email: Yl�o�/l�3��C<d I C'Ct.'�
License#: p��=—O�C�/.$-�� Lead Certificate#:
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
_Yes _No If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer&Water Contractor: Phone:
NOTE:Plans and supporting documents that you submit are considered to be public informafion.`Portions of '
the information may be classifred as non-public if you provide specific reasons fhat would permit the Cify to'
conclude that they are trade secrets.
CALL BEFORE YOU DIG. Call Gopher State One Call at(657)454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq
I hereby acknowledge that this information is complete and accurate; that the work wili be in conformance with the ordinances and codes of the City of
Eagan; that 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.
Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
days of permit issuance. �"°
X 2-. �c c � X � �
Applica 's Printed Name ApplicanYs Signature
Page 1 of 3
��
�/�1 g �..,� << i R �F' �� ,`x ��i
DO NOT WRiTE BELOW THIS LINE ��'Z 5 ��
SUB TYPES
Foundation Fireplace Porch (3-Season) Exterior Alteration (Single Family)
� Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration (Multi)
_ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous
_ 01 of_Plex _ Lower Level _ Pool _ Accessory Building
WORK TYPES ��d�� �F����
_ New � Interior Impr vement Siding Demolish Building*
� Addition _ Move Building _ Reroof _ Demolish Interior
_ Alteration _ Fire Repair _ Windows _ Demolish Foundation
_ Replace _ Repair _ Egress Window _ Water Damage
_ Retaining Wall *Demolition of entire building—give PCA handout to applicant
DESCRIPTION �
Valuation � S �� Occupancy MCES System
Plan Review Code Edition SAC Units
(25%_ 100% l�) Zoning � City Water
Census Code Stories Booster Pump
#of Units Square Feet PRV
#of Buildings Length Fire Sprinklers
Type of Construction _!�� Width
REQUIRED INSPECTIONS
Footings (New Building) Meter Size:
� Footings (Deck) Final /C.O. Required
� Footings (Addition) � Final /No C.O. Required
Foundation HVAC_Gas Service Test Gas Line Air Test
Roof: _Ice &Water _Final Pool: _Footings Air/Gas Tests _Final
� Framing Drain Tile
Fireplace: _Rough In _Air Test _Final Siding: _Stucco Lath _Stone Lath _Brick
Insulation Windows
Sheathing Retaining Wall: _Footings_Backfill_Final
Sheetrock Radon Control
Fire Walls Erosion Contral
Braced Walls � Other: -: ; -� � ����,��
��.,
Reviewed By: � �"" , Building Inspector
RESIDENTIAL FEES ,�'` "� � � ..�-
Base Fee ��� j� `� �� � ,��' r � ,� � � �,� �����'r �
Surcharge � � � '��-.. �'"��;
Plan Review ������ � � g � ,.�� � ��f��
MCES SAC ��'� � ��' � ��,� �`�� �y ��'�:'.� �
. �� `� t �
City SAC �� �
Utility Connection Charge ����
�`" (d �` $ �� A ��
S&W Permit �Surcharge � � � ~ � C.�
Treatment Plant �
Copies � �,,�.-�� ������
TOTAL
Page 2 of 3
. '
�
RA. Kot
����
HOMES • INC.
City of Eagan 6/30/14
Building and Planning Department
Re : Impervious Surfaces
4618 Stonecliff Drive
Eagan
To Whom It May Concern,
R.A. Kot Homes Inc . will remove the sport court before obtaining the final
inspection at 4618 Stonecliff Drive, Eagan. If you have any questions
please give me a call at 612-669-1925 .
Sincerely,
�
G��'�.
Rick Kot � l
President � b
R.A. Kot Homes Inc.
Distinctive Design • Attention to Detail • People Who Care
� °
� ,
�`
f y )��
� �RE�;�I�f�D � � t�
, ",,,,.�-�-
� � JUI� 15 7n7�
� R..�. ��� �
� xo���s • �c,
City of Eagan 6/20/14
re : Impervious Surfaces
4618 Stonecliff Drive
Eagan
Lot Size 16126 sq. ft .
House Area 2231 sq. ft . '' ���
Addition 538 sq. ft . - �, �� ��
Driveway 1090 sq. ft . - � � "� �
Sidewalk 75 sq. ft .- �
Sport court • 680 sq. ft .
Total 4614 sq. ft .
Total w/out sport court 3934 sq. ft .
If you have any questions please give me -a call at 612-669-1925 .
�� <.
�..�-.- / `.
(
Rick Kot
President
R.A. Kot Homes Inc .
� � � � �
� �
cn��� r�► • ��, e� a�;i • r� wt,o c�
� - f�`-{j c��
� A�'� '+��7j�Ct�+��` '�'G4'�"` �'�.`.,�....» WALL CONSTRUCTION
�,r� � � �
TABL�R602.3(i)—continued
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
SPACING OF FASTENERS
DESCRIPTION OF BUILDING —`—--
MATERIALS I DESCRIPTION OF FASTENERb•`�e Edges(inches)� Intermediate supports`�e(inches)
— �L-- �--
Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wali sheathing to framing
����'s , i „ 6d common(2"x 0.I 13'")�nail(subfloor,wall) � � 6 � � �Zg � �
�16 ��� 8d common(2�/�"x 0.13t")nail(rooflf i � � �
��t4� p-1� ___" ��1�4�CCY2I�tTt������2}�?�X�'«�c��} , M i� f� ,•� 12s
l Od common�(3"x 0.148")nail or � �
; 1'/"_I'/" 6 12
8 ° 8d(2�/�"x 0�.131")deformed nail � �
Other wall sheathingh
----------- — � �
' �/z"structural cellulosic fiberboard 1�/z"galvanized roofing nail 8d common� � ��
sheathin (2�/,"x 0.131")nail;staple 16 ga., 1�/,"long j '3 � � 6 —
g ------ ` — _ �
--�---
,' zs/�Z'structural cellulosic 13/4'galvanized roofing nail 8d common
��� fiberboard sheathing __ (2�/,"x 0.131"}nail;staple 16 ga.,13/4'long 3 _ 6�
�� �ti'gypsum sheathinga I�/,"gaivani�zed roofing nail;� � � � �
2�� 6d comn�on(�'°�x 0.13i")nail;�staple galvanized 4 � � 8 �
� 1�/,"long; 1�/4'�screws,Type W or S � � __
�� ---- - - �
1�/4'galvanized roofing nail;
s/R'gypsum sheathing° 8d common(2�/2°x 0131")nail;staple galvanized 4 I 8
� , 1'/R"long; 15/8'screws,Type W or S � _
Wood structural panels,combination subfloor underlayment to firaming
`„ ------ -- ---- ------- —
6d deformed`(2"x 0.120")nail or
� : 3/„and less � 6 12
4 - -- --- 8d common'(2'/,"x 0.131")nail , ___--- _ —
��„ �„ 8d common(2�/z"x 0.131")nail or � 6 � 12
$ 8d deformed(2'/,"x 0.120")nail j __
' 1��„_�i�., lOd common(3"x 0.148")nail or 6 12
g � 8d defarmed(2�1,"x 0.120")naii
For SL 1 inch=25.4 nun, I foot=304.8 mm, 1 mile per hour=0.447 m/s; ]ksi=6.895 MPa.
a. AII nails are smooth-common,box or defonned shanks except whereotherwise stated.Nails used for framing and sheathing connections shall have minimum aver-
;��'����� age beRding yield strengths as shown:80 ksi for shank diameter of 0.192 iuch(20d common nail),90 ksi fqr shank diameters larger than 0.142 inch but oot larger � �
than 0.177 inch,and]00 ksi for shank diameters of 0.142 inch or less.`
b. Staples are 16 gage wire and have a minimum 7/ib-inch on diameter crown width.
' c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches orgreater.
` d.Four-foot-by-8-foot or 4-foot-by-9-foot panels shali be applied�eRically.
� ' e. Spacing of fasteners not incladed in this table shall be based on Table R6023(2): � � � � � _ �
�� f. �or regions having basic wind speed of 1 J O mph or greater,8d deformed(2�/;'x 0.120)nails shall be used for attachiog plywood and wood structural panel roof � � ��
sheathing to framing within minimum 48-inch distdnce from gable end walls,if inean roof height is more than 25 Yeet,up to 35 feet maximum.
� g.For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing�to gable end wall framiug shali be spaced 6 inches
on center.When basic wind speed is greeter than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on cenCer for �
minimum 4R-inch distance from ridges,eaves and gable end walls,and 4 inches on center to gable end walt framing. �
� h.Gypsum sheathing shall conform ro ASTM C 79 and shall be installed in accordance with GA 253:Piberboard sheathing sha11 confbrm to ASTM C 208.
i. Spacing of fasteners on tloor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only.
Spacing of fasteners on roof sheathing panel edges applies[o panel edges supported by framing members and required blocking.Blockin�of roof or tloor sheath-� �
ing panel edges pe�pendicular to the framing members need not be provided except as required by other-provisio�is of this code.Floor p�rimeter shall be suppor�ed
�k�' by framing members or solid blocking. � o � � ` �
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20061NTERNATIONAL RESIDENTIAL CODE�
WALL CONSTRUCTION
� � R602.10.1 Braced wall lines.Braced wall lines shall con- � � � rad)or less than 45 degrees(0.79 rad)from tlle hori- '`
� � � sist of braced wall panel construction in accordance with� � � � zontal. � �
Section R602.10.3. The an�ount and location of bracing � � � � �
shall be in accordance with Table R602.10.1 and the � � �•� Wood boards of 5/H inch(16 mm)net minimum thick- =
amount of bracing shall be the greater of that requii-ed by � ❑ess apptied diagonally on stt�ds spaced a maximum
the seismic design category or the design wind speed. � of 2�t inches (610 mm). Dia�onal boards shall be � �
Braced wall panels shall begin no m�ore than 12.5 fieet � attached to studs in accordance with Table f26023(1).
� � (3810 mm) from eacl� end of a braced wall aine. Braced ;�3 �#�d sdructura}panel sheathing�yvith�a�tl�ickness�not �
wall panels that are counted as part of a braced wall line '`�&4tt[��l�b�inch���mm)for I�i-itsch(40��rntn}stud
� � shall be in line,except that offsets out-of-plane of up to 4 �� sp�cit���t��t�tot l�k6an�/S inch(��nm)foi�?4-inch
feet (1219 mm) shall be permitted provided that the total �` C�r�inmj stu�i spaci, �����ural panels shall
� out-to-out offset dimension in any braced wall line is not � � b��rt'sC � � "e'�"�``w'�t}i'"�''abie R�i07:�(3).�'
more than 8 feet(2438 mm). � 4. One-half-inch (13 mm) or �'/„-inch (20 mm) thick
�
� R602.10.11 Spacing.Spacing of braced wall lines shall � � structural fibei•board sheathing applied vertically or
� not exceed 35 feet(]0 668 mm)on center in boCh the lon- � � horizontally o�� studs spaced a max imum of 16
�gitudi�nal and transverse�directions in each story. � � � inches (406 mm) on center. Structu�al fiberboard
� E�ceptioq: Spacir�g af br�ed tualj�jtne5�not exceed- � � s]leathing shali be installed in accordaiice w�ith Table
in 'SO fee.t'�a1�be ' , R602.3(1).
� �rmitc�+d wit+ere:
� � � � � ������ �� � 5. Gypsum board with minimum'/,-inch(I 3 mm)thick-
��������� �� ���E����e ness placed on studs spaced a maxi►num of 24 inches <
� ����f bi�czn�r�t��i��c1���t`�'�b1e R6t}�,1U.1 � � (610 inm)on center ai�d fastened at 7 inches(178 mm) "
� � � ; ��ti�liet��.,�f�ct�r, ���}�c��wvall � ;
. on center with the size nails specifiie.d in Tat�le � �
�� �� �;t�e�paetflg t��it�d��y�������[��:� � � R602;3(1)for sheathing and Table R702.3.5 for inte- �
2. The len;th-to-width ratio for the floor or rooY rior gypsum boar�l.
diaphragm does not�exceed 3:1. � �6. Particleboard wall sheaChing panels installed in
R602.10.2 Cripple wall bracing.� � � �� � accorclance with Table R602.3(4).
� R602.10.2.1 Seismic design categories other than Dz. � �• Portland cement plaster on studs spaced a maximum '
� � In Seismic Design Categories other than� D,, cripple of 16 inches� (406 n�m) on center and installed in �
� walls shall be braced with an amount and type of bracing � � �accordance with Section R703.6.
as required for the wall above in�accordance with Table 8. F�ardboard panel siding when installed in accordance �
R602.10.1 with the followinb modifications for cripple � u�ith Table R703.4. �
wall bracing:
� � � Exception: Alternate braced wall panels c�nstructed in
� L The percent bracing amount as determined from � �� aecprdance with Section R602.10.6.1 or R602.10.6.2 �
Table R602.10.1 shall be increased by 15 percent � shall be perinitted to replace any of the above methods of ���
� and braced wall panels. �
� � � �� � 2. The wall panel spacing sh�ll�be�decreased to 18 R602.10.4 Length of braced panels.For Methods 2, 3,4, �
feet(54$6 mm)instead of 25 feet(7620 mm). 6,7 and 8 above,each braced wall panel shall be at least 48
R602.10.2.2 Seismic Design'Gategory Dz. In Seismic � �nches (1219 mmj in length, coverin�a minimum oi'three
Design Category D,, cripple�walls shall be braced in � stud spaces�where studs are spaced 16 inehes{406 mm)on �
accardance with Table`R602.I0.1. � � center�and covering a minimum of two stud spaces where
� � studs are spaced 24 inches(610 mm)an center.For Method �
� R602.10.2.3 Redesignation of���cripple wails. In any 5 above, each braced wall panel sh111 be at least 96 inches -��
seismic design category,cripple walls arepermitted to be (2438 nun)in length where ap}�lied to one face of a braced �
redesignated as the first story walls for purposgs of deter- wall panel and at least 48 inches(1219 mm)where applied `
� mining wall bracing�requirements. If the�cripp��e walls � to both�faces. �
� are redesignated,the stories above the redesignated story �� � � �
shall be counted as the second and third stories,respec- Exceptions: �
tively. � � 1. L,engths of braced wall panels for continuous ����
R602.10.3 Braced wall panel construetion methods.The � �'aod:�structural panel sheathing shall be in accor- -���
construction of braced wall panels shall be in accordance dance with Section R602.10.5.
� with one of the following methods: � � � � � 2. Lengths of alternate braced wa(1 panels shall be in ��.
1. Nominal 1-inch-by-4-inch(25 mm by ]02 mm)con- � accordance with Section� R602.10.6.1 or Section ��:'
tinuous diagonal braces let�in to the top and bottom R602.)0.6.2.�
plates and the intervenin�;studs or approved metal � R60210.5 Cantinuous wood structural panel sheathmg ��
strap devices installed in accordance with the manu- When contpn�lous wood structurai panel sheathing is pro � �
����� � facturer's specifications.The let-iu bracing s�hall be vided in accordance with Method 3 of Section R(�02.10.3 on ��
;; placed at an angle not rnore than 60 degi-ees��(1.06 all sheaihable areas of al]exterior walls,and interior braced ;�
��
�:' 136 � � � 2006 INTERNATIONAL RESIDENTIAL CODE� �
wa��eo�s�aucr�oN
studs.The b�aring stuas shall atso°have a tie-clown , Exception; Two-story builtlings shall be permitted to
device fastened to the foundation with an uplift have interior'braced wall lines supparted on cantinuoas
capacity of not less khan 1000 pouncts(4448 N). foundations at intervats not exceeding 50 feet (15 240
The tie-down devices shall be an embedded- mmj provided that:
strap type,installed in accordance with the manu- l. The height of cripple walls does not exceed 4 feet
tiacturer's recommendatic�ns. The panels shall be (1?19 mm).
suppc'zrted directly an a foi�ndatic�n wTtieh is con-
tinuous across the entire length of the braced wall 2. First-floor braced wati panels are supported on
}ine. The foundation shall be reinforced with not doub}ed t7oor joists,continuous 6locking or floor
less th�u��ne No.4 bar top an�l botto�n. beams.
�/here the continavus foundation is reyuired to 3. The�_distanee beCween braeing lines does not
have a depth �reater than 12 inches (3�5 mm), a exceed twice the building width measttred paraiiel
minin�►um 12-inch-by-l2-inch (305 mm �iy 305 to the braced wali line.
n�m)c�ntinuous footing�r turned dawn sfab ecige R6Q2.l0.1A Design of structural elements.Where abuiId-
is permitted at door openings in the braceci wall �ng,or partion thereof,cloes not comply with one or more of
line.This continu�us fo�ting�r turned clown slab the bracing reyuireinents in this section,those portians shall
e�3ge shall be reinforced with not less than one No. �e designed and constructed in accordance with accepted
�bar top ancl batk�m.T1iis reinlorcei�ient shall be engineering practice.
lapped nok less tha�� IS inches(381 ntm��with the �
reiniUrceinei�t reuuireci in the continu�us fauncla- Rb02.10.11 Bracing in Seismie Design Categories Do,
w tion iocated directly under the braced wali line. D,and D2.Structures located in Seismic Design Catego-
� 2. 111 the first story of two-stoCy bui}dil�gs,each wall ries D�, D, and D,shall have exterior and inEerior braced
�� panel st�all be braced in accordance with Item 1 wall lines.
above,except that each panel sha11 have a lenath of gb02.10.1L1 Braced �vafl tine spacing. Spacing
not less than 2�inches(610 mm}. between braced wall lines in each stary shall not exceed
R602.10.7 Panet joints.All vertical joints of panel sheath- - 25 feet{7620 mm)on center in both the longitudinal and
ing shall occur aver,and�e fastened ta,commar�studs.Hor- transverse directions.
i`tontvl joints in braced wall paneis shall��cur over,and be
� fastened to,commoi� blc�cking of a min�imum 1'/�_inch•(38 � ������� �, � ���� � ���,� ,
mm)thiekness. : ` �`� �'� � '��'
Exception: Blockin� is not required behind horizontal ��4�����;��� '., . �����`��'�.
joints in Seismi�: Design Categories A and B arrd ` � `�
� det�ac�ed dwelliri s in��isa�ic Desi n Cate or C when �'�� "�� '����' � �
� � � Y =-� �..� . ����
? ��� construc;ted in accordance with�Sectic�n R602.10.3, f� : ��.'. ' �°�" , , �
������� braced-wali-panel construction method 3 �and '�able � � ��� � ��� �
R6f)2.10.l, nie�haci 3,ar ctihere permitted by the manu- R602,10.11:2 Braeed wali panel loeation. Exterior
facturer's installation requiremerrts for the specific biaced wali lines shall have a braced wa11 panel at eaeh
sheathing material. end of the bracecl�vall line.
� j�� R6t12.10.$Connections.Brace�l vvatl tin�sole plates shall � �,��e�tion: For braced wall panel construction
; be fasEeii�;d to the floor framing ani�top plates shall be con- Method 3 of SecCia�R602.103,the braced wall panel
� ` nectecl to the framing above in accardance with Table shall be permitted to begin no more than 8 feet(2438
`� � � R602.3(l}.Silis shall be fast�i�ed to the fc�undation or slab in �
mm) from each end of the braced wall line provided
�:�� accor�iance with Sections R403.i.6 and �R602.11, Where the fol��l�wing is satisfied: ��
je�ists are perpen�icuiar to the braced watl lines above,
bloc;king shall be prc�vicied under anc�in line with the braced l. A minimum 24-inch-wide (610 mm) panei is
wall panels. Whei•e joists are peipen�licular to braced wail applied to eaeh side of the building comer and
tines below,btc�ckin�Sl�all be p'rovici�`d over anci in line w�ith the two 24-inch(610 mm)panels at the corner
the braceci walt panels. Where jaists.are p�rallel to braced . shali 6e uttached to framing in accordance with
wall tines ubave or below,a rim joist ur�ther parallel franr Fi�ure R602.10.5;or
ing member shall be pravided at the wall to permit fastening 2, Ti�e end of each braced wall panel clasest to the
: per'1'able R6�2.3(1}, corner shall have a tie-down device fastened to
Rbt12.1U.9 Interie�r braced wall support. In one-story the stud at the edge of the braced wa}I paneI
E�uii�4ings Ic>cated in Seismic Design C�ttegc�ry D�, interior elosest to the corner �tnd to the faundation or
braced wal!linc;�sha{t be si�pported on cantinuaus founda- framinb below. The tie-dawn device shall be
` ti�ns at intervats nc�t exceeciing 50 feet(IS 240 mm).In two- capable of providing an uplift allowable design
story buit�lin�s locate�t in Seismic Design Categary D_,all value ot at least 1,800 paunds (8 kN). The
interiar brac:ecl watl panels shaf 1 be supported on continuous tie-�lown device shail be installed in accordanee
founclatians. �vith the manufacturer's recomrnendations.
�106 fNTERNl1TtE�NAL FiE�lQENTIAL CC?DE�' a4i
�al��$i� file://IH:IA-Co�tructionDump FolderlShearwall Design.h�nm
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Figure 1-Wc�od-frame wall with op�cun� Fiigure 2-�r�nt�shear watl rnodel
Figure 2 illustra#es the shear wall divided into full-height sheathing segments,shown in green.
Only the full-height sheathing segments are assuxned to provide resistance to lateral loads. The
sheathing grade and thickness and the nail siz.e and spacing determine the shear capacity per foo#of
length of the full-height segmen#s. IBC Table 23QG.41 and UBC Table 23-II I-1 relate th�variables
so that designers ca�determine the shear c�p�city(a)in units of Ib/#t{p3#}af the hill-height
segments. The design shear capacity,V,is found using the following equation:
V=vSbi
Where:
V= total allowable shear capacity of wa11{Ib)
v= atlowable shear capacity per unit length(lblft)
Sbi= sum of lengths of fvll-height sheathing segmen#s
Tc�pies of this module inclnde:
Intmduction,Load Path,UBC L�sign T�hk,W:3t1 Shear,Dimension Ratios,�hord Diesi�n,
Anchore�e,Deflection,Perforated De4agn Method,Meth«3 Comparison,Shearwall Failures
This pa�has been viewed Hit Cot�r 6mes sufce OS July,2004
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3830 Pilot Knob Road ` SEP j 9 20�4 Y � Permit Fee: l°�- � � ,
Eagan MN 55122 �� �� I `�� �,
Phone:(651)675-5675 � Date Received: — �
Fax:(651)675-5694 �Y:__'____"'__"_..—'_��.. � ��'('`�_ �
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2014 MECHANICAL PERMIT APPLICATION �
❑ Please submit two(2)sets of plans with all commercial applications. �!,
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5 3� h � New Replacement �Addition� Alteration Demolition
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r�`'���� �' ✓Air Conditioner _Install Piping _Processed
3 c ���� f � � � Air Exchanger Gas Exterior HVAC Unit
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, � _Heat Pum � _UndedAbove ground Tank (_Install 1_Remove)
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RESlDENTIAL FEES
$60.00 Minimum Add or alteration to an existing unit(includes$5.00 State Surcharge)
$100.00 Residential New(inGudes$5.00 State Surcharge) _$ �:�-'- ��� TOTAL FEE
COMMERCIAL FEES Contract Value$ x.01
$55.00 Permit Fee Minimum
$70.00 Underground tank installatioNremoval =$ Permit Fee
*If contract value is LESS than$10,010, Surcharge=$5.00 =$ Surcharge*
'*If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005
"*"tf the project valuation is over$1 million, please call for Surcharge =$ �� � TOTAL FEE
I hereby adcnowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of
Eagan;that I understand this is not a permit,but only an applicaUon for a pertnit,and wotk is not to sta�without a rrr,µt;that the wo will be�n accordance
with the approved plan in the case of work which requires a review and approval of plans. / ~ -
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Applicant's Printed Name A an s Signature
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PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA127262
Date Issued:09/25/2014
Permit Category:ePermit
Site Address: 4618 Stonecliffe Dr
Lot:5 Block: 1 Addition: Pinetree Pass 2nd
PID:10-57661-01-050
Use:
Description:
Sub Type:Residential
Work Type:Alteration
Description:Fixtures
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.
Fixtures:13
Jenny Norell
3185 Terminal Drive
Fee Summary:PL - Permit Fee (miscellaneous)$55.00 0801.4087
Surcharge-Fixed $5.00 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 -
Leng Ku
4618 Stonecliffe Dr
Eagan MN 55122
Silver Tree Plumbing & Heating Llc
3185 Terminal Drive - Suite 200
Eagan MN 55122
(651) 319-4200
Applicant/Permitee: Signature Issued By: Signature
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PERMIT
City of Eagan Permit Type:Building
Permit Number:EA131627
Date Issued:06/30/2015
Permit Category:ePermit
Site Address: 4618 Stonecliffe Dr
Lot:5 Block: 1 Addition: Pinetree Pass 2nd
PID:10-57661-01-050
Use:
Description:
Sub Type:Fireplace
Work Type:Gas Fireplace (new)
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to
concealing.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Fee Summary:BL - Base Fee $3K $88.50 0801.4085
Surcharge - Based on Valuation $3K $1.50 9001.2195
$90.00 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 -
Leng Ku
4618 Stonecliffe Dr
Eagan MN 55122
Hearth And Home Technologies
2700 N. Fairview Ave
Roseville MN 55113
(651) 638-3309
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA131627
Date Issued:06/30/2015
Permit Category:ePermit
Site Address: 4618 Stonecliffe Dr
Lot:5 Block: 1 Addition: Pinetree Pass 2nd
PID:10-57661-01-050
Use:
Description:
Sub Type:Fireplace
Work Type:Gas Fireplace (new)
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to
concealing.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Valuation: 3,000.00
Fee Summary:BL - Base Fee $3K $88.50 0801.4085
Surcharge - Based on Valuation $3K $1.50 9001.2195
$90.00 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 -
Leng Ku
4618 Stonecliffe Dr
Eagan MN 55122
Hearth and Home Technologies
2700 N. Fairview Ave
Roseville MN 55113
(651) 638-3309
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA160708
Date Issued:04/06/2020
Permit Category:ePermit
Site Address: 4618 Stonecliffe Dr
Lot:5 Block: 1 Addition: Pinetree Pass 2nd
PID:10-57661-01-050
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Standard Water Heater
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.
Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener).
Fee Summary:PL - Permit Fee (WS &/or WH)$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 -
Leng Ku
4618 Stonecliffe Dr
Eagan MN 55122
(651) 246-9871
Homeworks Services Co Dba Homeworks Plumbing Htg
1230 Eagan Industrial Rd, Suite 117
Eagan MN 55121
(612) 400-9020
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA160953
Date Issued:04/24/2020
Permit Category:ePermit
Site Address: 4618 Stonecliffe Dr
Lot:5 Block: 1 Addition: Pinetree Pass 2nd
PID:10-57661-01-050
Use:
Description:
Sub Type:Residential
Work Type:Underground Sprinkler System
Description:PVB
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.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
Fee Summary:PL - RPZ/PVB/Lawn Irrigation $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 -
Leng Ku
4618 Stonecliffe Dr
Eagan MN 55122
(651) 246-9874
Drain Pro Plumbing
8815 - 209th Street W
Lakeville MN 55044
(952) 469-6999
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA174722
Date Issued:02/15/2022
Permit Category:ePermit
Site Address: 4618 Stonecliffe Dr
Lot:5 Block: 1 Addition: Pinetree Pass 2nd
PID:10-57661-01-050
Use:
Description:
Sub Type:Water Heater
Work Type:Replace
Description:Standard Water Heater
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Fee Summary:PL - Permit Fee (WS &/or WH)$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 -
Leng Ku
4618 Stonecliff Dr
Eagan MN 55122
Homeworks Services Co Dba Homeworks Plumbing Htg
1230 Eagan Industrial Rd, Suite 117
Eagan MN 55121
(612) 400-9020
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA179844
Date Issued:10/24/2022
Permit Category:ePermit
Site Address: 4618 Stonecliffe Dr
Lot:5 Block: 1 Addition: Pinetree Pass 2nd
PID:10-57661-01-050
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.
If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any
repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the
water damage.
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:
This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after
started.
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 -
Leng Ku
4618 Stonecliff Dr
Eagan MN 55122
Precision Exteriors Restoration Llc
6900 Cedar Ave S
Richfield MN 55423
(952) 261-9042
Applicant/Permitee: Signature Issued By: Signature
