3698 Windtree Dr This request voltl & F•le Q~ ~7~78 W,-ntj/vt°'f P".S/L(°
18 mr. r, , lC U
~ ,yp= 9023 L.,
Repue Da e Fire No. qouph-in InsVer,uon
Fleqwretl~ E]Ready Nuw)55-Will Nmify Inspec-
n ?No 1m When ReadV
1
19~L~censed ElecVmal Con(rac[or I hereby request inspecvon of above
? Owner electncal work instelle at.
Slreei Adtlress, Bo or Ro o.
~CD 9 ~c~ cc~dcL (XIq D I)
ecuon o. T wnship Name or No. Hanye Nn. Cowny
c Uant IPRWTI Ph Q No.
1 h 3-s--
Fo7)) UDIier Adtlre55
lec cal Con[racror IC a y Name Conha~~ or's Lme se No.
~ ~
Maiiri ling ~ress (COntraCt r Own¢~ ap InstailI
/ ~ 9 ,
Aut anie gnamre IConvact r~Owner M bng Installati I Pho e Number
~9D-
MINNESOTA STAiE 80ARD OF EIECTNICITY ~ THIS INSPECTION HEQUEST LL NOT
Grig9s-Midwey Nlde. - 0.oom N-191 ' BE ACCEVTED BY THE STATE 80AF0
UNLESS PPOPEF INSPECTION FEE IS
I821 Unrversity Ave., SL Peul, MN 55100
Phone 16721 29]-2111 ENCLOSED.
n ~ REQUEST FOR ELECTRICAL INSPECTION ee-ooooi.oa
1 Sea inshuc[ions lor comple~ing this larm on back o/ vellow copy 7'
9023 X" 8e/ow Work Covered by fhis Request
Nev4Addj fleo_ TYOe oi BmlCing APpllancas Wiretl EqwumenI Wve,f
Home Range Temporary Service
puplet~vs Water Heater Ligh[iny Fixtures
pl Bwlding Dryer EleGtricHeaLn
Commercial Bldy Fumace Silo Unloader,
Industnal Bldg. Air Condltioner Bulk Milk Tank
Farm oin,:, oe<i v ninc~ 15ucc~iv)
~ er Sucu~v otne, ninc,
ompute lnspec[ion Fee Below
k Fee ServiceEntrenceSize b iee Faeders/Sublexders b Fux Circuns
0 to 200 qm s 0 to 30 qm s 0 tn 30 Am ps
Above 200 qmps 31 to 100 Amps 31 ro 100 Am s
Swimming Pool Above 100_Amps anove 100_AmnS
Transtormers Irngation Boonis Painal.'Oiher Fee
SignS Speciallnspection S ~
Remarks a TO L
~ p~ F E -OU
floogh-in Dnte I, e Elecv'
Ins? eFeby
cefllly IM1et Ih6 above
Final r Iemin spacLOn hes been
7 a' ~matle.
Thla reQuest volE 18 mon4u from
CITV OF EAGAN F-' 't 4t 5: 3L,q$ wp mdikee I'~r. S/OL
Atldition WINDTREE ~~TIi ABDN Lot 4 eik 2 Parcel
Owner Streec 3694 Ridgewood Drive State Eagan,
Improvement Date Amount Annual Years Payment Receipt Date
STREET SURF.
STREET RESTOR.
GRADING
SAN SEW TRUNK 15 ,
SEWER LATERAL
WATERMAIN
WATER LATERAL
WATER AREA
water area 177 02.00 40.14 15
STORM SEW TRK
STORM SEW LAT
CURB & GUTTER •
SIDEWALK
STREET LIGHT
WATER CONN.
BUILDING PER.
SAC
PARK
,Z PL. -1 t~a~ - 5~1.Ii
2005 RESIDENTIAL BUILDING PERMIT APPLICATION PL 1 -1 rr~ o d 90, ~
J ~ K City Of Eagan ~
~~yl `r 3830 Pilot Knob Road, Eagao MN 55122
ab Telephone # 651-675-5675 FAX # 651-675-5694
vZ> 4~ Pl
New Construc6on Revuirements RemodellReoair Reauirements OKce Use OnN
3 registered sde surveys showing sq B. of lot, sq. ft. of house; and all roofed areas 2 copies of plan CeR of Survey Recd yCr -y~
(20 h maximum lot coverage allowed) 1 set of Energy Calculations for heated adtlNOns Tree Pres Plan Reoi _Y
2 copies of plan showing beam 8 window s¢es; poured found design, etc. 1 sHe survey for additions 8 decks Tree Pres Required Y
iseto(EnergyCalculaGOns AddRion - indicefeMon-sifesepticsysfem OnsiteSepUcSystem _Yy<
3 copies of Tree Preservation Plan if lot platted aRer 711193
Rim Joisl DefaB Options selecpon sheet (buildings with 3 or less units)
VV ~
Date L / z-7 / 05 Construction Cost O 2,90, aC0
Site Address Unit/Ste #
.(„-rs" L_" d ~ 308 i,J,hd4ree DK'~- u cc,~s G.,~~ s o~ ~I
DescriptionofWork !3E(..) Z MCi c - o N~T a,} +
Multi-Family Bldg _ YX N Fireplace(s) _ 0~ 1 _ 2
Property Owner C-LB ?iaNtr BVIDF ~j Telephone # ((a tL 1 ~
Contractor L~-~ S\OYVIr, _E)vdpE (ZS L(,(_ _
Address r3v05 I'ieV74DA A , . City _SAA&~
State -M• mo Zip 553_?8 Telephone #(0 IZ ) 1-00 --:5113
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Ca[eeorv 1 Minnesota Rules 7672
Energy Code Category . Residenhal Ventilation Category 1 Worksheet • New Energy Code Worksheet
(Jsubmissionrype) Submitted Submitted
. Energy Envelope Calculations Submitted
In the last 12 moni,hs, has ihe City of Eagan issued a permit for a similar plan based on a master plan?
Y ~ N If yes, date and address of master plan:
Licensed Plumber~~~ Telephone #(~Si) 7-77 y `00/
MechanicalContractor u ~ l'iEA"CIrJ~,+ Telephone #(95z) q31' S8li`
Sewer/WaterContractor M-a (A) (l,)A'5e" sEv-~r_p- Telephone#(f¢(Z) 667-3703
I hereby apply for a Residential Building Permit and acknowledge that the information; i"si complete and accurate;
that the work will be in conformance with the ordinances and codes of the~1City ofEagan`~and=lli~e State of MN
Statutes; I understand this is not a permit, but only an application for a perm,it)~and U orkyis not to~ itart without a
permit; that the work will be in accordance with the approved pl *inhe s e~~f~work which requires a review and
approval of plans.
Applicant's rinted Name Applicant' S nature
OFFICE USE ONLY
,
Sub Types ,
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea ) ? 31 Ext. AII - Mulfi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage 0 22 Porch/Addn. (4-sea.) ? 33 EM. Alt - SF
? 04 02-plex ? 10 OB-plex ? 18 Deck ? 23 Porch (screenlgazebo) ? 36 Multi Misc.
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex Plbg_Y or_ N? 25 Miscellaneous
Work Types
/11- 31 New ? 35 Int Improvement ? 38 Demolish Inlerior ? 44 Siding
? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 33 Alteration ? 37 Demolish Building• ? 43 Reroof ? 46 WindowslDoors
? 34 Replacement 'DemoliUon (Entire Bldg) - Give PCA handout to appiicant
Valuation ~~0 Occupancy MCESSystem
Plan Review 100%or 25%
Census Code /L2 ~ Zoning _I I UL_ City Water
SAC Units Stories Booster Pump
# of Units ~ Sq. Ft. 2 i'3 C PRV
# of Bldgs ~ Length f Fire Sprinklered
Type of Canst Width 1-171
REQUIRED INSPECTIONS
$1 Footings (new bldg) ~ Final/C.O.
_ Footings (deck) _ Final/No C.O.
Footings (addition) _ Plumbing
~ Foundation _ HVAC
Drain Tile O[her
~ Roof Ice & Water _ Final = Pool = Ftgs AidGas Tests Final
Framing Siding Stucco /Q tone _ Brick
-Y Fireplace 41 R.I. PirTes[ -YFinal _ Windows \
X Insulation _ Re[aining Wall
-t'
Approved By: Building Inspector
Base Fee
Surcharge
Plan Review ~~v ~ ~ r/ rG/ ? ~ ~ ~
MC/ES SAC r ~
cty SA~ ~rv+~ N~o
Utility Connection Charge
S&W Permit & Surcharge
TreatmentPlant ?D yO
License Search ~
Copies
Other 0
Total
. . 1 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION
PROPERTYLEGAL: ho~' ~ 11~pCk Z wJnCy~y'2e Add-
DATE OF SURVEY: 9I2qIOS
LATEST REVISION:
d
a
c
A
L
V
Q 9
p Z Q DOCUMENT STANDARDS
. Registered Land Surveyor signature and company
? ? . Building Permit Applicant
~ ? ? . Legal description
? ? . Address
~ ? ? • North arrow and scaie
,g • House type (rambler, walkou[, split wlo, split entry, lookout, etc.)
• Directional drainage arrows with slope/gradient %
~ ? }2f • Proposedlexisting sewer and water services & invert elevation-$e,~W be,..; I'S A,~ti4,.~
fbor. ele~ccf,'o~s afe cor~- eiryPy~"
? ? • Street name
jz ? 0 • Driveway (grede & width - in R!W and back of curb, 22' max.) qJ~out14cLSS,./y o G r~ ao'd n~a~e
? ? . Lot Square Footage p
~ ? Vif • Lot Coverage . Z&ae A44/Gd a. pfi~.(,~p
0-
ELEVATIONS
Existin
? ? • Property corners
0? • Top of curb at the driveway and property line extensions
p? • Elevations of any existing adjacent homes
g?? • Adequate footing depth of structures due to adjacent utility trenches
? ~ ? • Waterways (pond, stream, etc.)
Proposed
~ ? ? • Garage floor
~ ? ? • Basement floor - See-A00&8, ^1U'6A- -'~W4'
~ ? ? • Lowest exposed elevation (walkouUwindow)
,0' O ? • Property corners
)K ? p • Front and rear of home at lhe foundation
PONDING AREA (if applicable)
? ~ 0 • Easement line
? p ? • NWL
O pf 0 • HWL
? X ? • Pond # designation
? 2f ? • Emergency Overflow Elevation
p ~ ? . Pond/Wetland buffer delineation
y . Shoreland Zoning Overlay District
Y ~l • Conservation Easements
DIMENSIONS
? ? • Lot lines/Bearings & dimensions
~ ? ~ • Right-of-way and street width (to back of curb) - pkag, Scc,) -~70 <}i'P~-S-
• Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent (ootings) y
• Show all easements of record and any Cit uiilitie within those easements-S4o~,/ 24 WP er d~ofli, ~nP. 41rC
,H • Setbacks of proposed structure an i yard setback of adjacent existing structures
p ? • Retaining wall requirements:
Reviewed By: Date /04~T
G./FORMSBuilding PermitApplication Rev. 11-26-04
3694 Ridgewood Drive
0' t,
Certificate of Survey
Noxra ,
k~'ED ,ko~
7 VV
o ,o By ~ CLB Home Builders
/0//3, faS 13466 Nevada Ave.
SCAL DateP.AC3AIY EAIGINEERWG DE'f.
Savage, Minnesota, 55378
~
~~'S16 5 ~ C ~
~o.e-~°~'
~tis~;ne
.
hom < ~
t .
d \ N 8~~ O ~
5 22 °
09a4PCs
. i ~N
o[1 LlJ
cant. ~ V • I I
ti~___ ~ $ ~ ^ L~J
Mj . 99.
(oR / Capus~ dhwamli D~ §I ^ ~ LIJ_
Q(p N , 00 ou ~asamenb/~o.o ~ r-
a I 9 ~
m uj / $ m °i ~ 10.0 fc ~a5 L J
vl
AS7C~ rnm~+ 0 10.0
^(V 9l1 1 oo2~/ 13.Sd L7
a
1a~o i ~ ehomo9
~a
120 °•f2.s~ 0. 00~ t.ab.-900.7 <
0.00 ~ I
~ Y 1 0~
N
[i7 L
~ J n
PROVIDE AND R9AlIdTA1PI °
WLET PIROTECTIOPI UIVTIL ~V 9
FIAIAL TURF IS ESTABLISHEd) N
N N .
h~
O I_w
~ WNI DTREE DRIVE-~
LEGEND
Iron monument found
Sanitary sewer serv. elev.=888.9 O= Iron monument set ond morked
wtth license No. 23968.
Lot area= 12,386 square feet o= Offset (ron
Lot coverage = 2155 square feet or 17.4% -o = Dralnage & Utlltty Easement
x eoo.o = Existing Elevat(on
(J~ = Proposed elevation from grade
or development plan
r = Drainage Oirection
Bearinga ahown are assumed
PROPOSED ELEVATIONS
L o t 4, B I o c k 2 (Per house plan)
Garage floor elev. = 898.63
W i N DTRE E Garage Top of block elev. = 899.05
House Top of block elev. = 900.38
4 T H A D D I T I N Lowest floor elev. - 892.71
Lookout elev. = 896.21
DAKOTA COUNTY, MINNESOTA Drawing File: 2005-e57-L-71e.DWG
Subject to easements of record, if 411y. Project No. 05-557-L
Duiutn, MN.
I hereby certify that this survey, plan or report was prepared by Hibbing, MN.
me or under my direct supervision and that I am o duly Registered RT .K Ham Lake, MN.
Land Surveyor under the laws of the Stote of Minnesota. ~ Minnetonka, MN.
~ KVU318P0 LTD
- Phone: (952) 933-0972
, Octobar 2-00S Fax: (952) 933-1 153
~ Kurt M. Kisch, M License No. 23968 Date www.rlk-kuusisto.com
ReNSW; pr Ctty Cammante Data 10/08/05 6110 Blue CirCle Dr. •Suita #100 •Minna[onka, MN. 55343
.
Oct 07, 2005 12:06pm
G:\CLB Home Builtlers\2005-557-L\dw0V00\2005-557-L-718.tlwa
Pertnit Number
RFScheck Compliance Certificate cnecked syiDace
2000 1Vlinnesota Energy Code
RESchukSoHware Version 3.6 Release2
Data filenazne: I:\EIVERGY-1\RESCHECK\MN\2005\05-366.rck
PROJECT TITLE: #05-366
COLJNTY: Dako[a
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
WINDOW / WALL RATIO: 0.11
DAT E: 09/ 19/OS
PROJECT DESCRIPTION:
CHRISTY FLEMING
COMPLIANCE: Passes
Maximum UA = 555
Your Homc UA = 415
25 2% Better Than Code (UA)
Gross Glazing
Area or Cavity Cont. or poor '
Penmeter R-Value -R Value SJ-Factor ~
Ceiling I: Flat Ceiling or Scissor Tmss 1303 44.0 0.0 35
Wall I: Wood Frame, 16" o.c. 3250 19.0 2.0 158
Window
Above-Grade:Above Grade, Wood Frame, Double Pane with Low-E
328 0.330 108
Door 3: Solid 40 0330 13
Door 2: Solid 20 0.230 5
Door 3: Solid 40 0.350 14
Basement Wall 2: Solid Concrete or Masonry 1166 11.0 0.0 64
Wall heighr. 8.8'
Depth below grade: 8.2'
Insulation dcpth: 8.8'
W indow 2:
Baeement > 5.6 ft2: Vinyl Frame:Double Pane with Low-E 18 0.330 6
Basemcnt Wall 2: Solid Conaete or Masonry 98 11.0 0.0 7
Wall heighC 3.5'
Depth below grade: 3.0'
Insulation dep[h: 3.5'
Floor 2: AII-Wood JoisdTmss:Over Outside Air 29 38.0 OA I
Floor 3: All-Wood Joist/Truss:Over Unconditioned Space 160 38.0 0.0 4
Fumace 1: Forced Hot Air, 90 AFUE
Proposed and Maximum U-Factor Averages
Proposed MaKimum
Average U-Factor Allowed U-Factor
Above-Grade Windows and,Glass Doors 0.330 0.370
Includes Founda[ion Windows > 5.6 d2
Floocs Over Unconditioned Space 0.026 0.033
COMPLIANCE STATEMENT: Thc proposcd building dcsign dcscribed hcro is wnsistcnt with [hc building plans,
speci5cations, and olher calcula[i s submitted with the permit applica[ion. The proposed building has been designeci to
meet the 2000 Minnesot Energy ode requirements in REScheck Version 3.6 Release 2(foRnerty MECcheck) and to
comply with the mand o listed in the REScheck Inspection Checklist.
Builder/Designer.
Date ~ US
OCT-27-2005(THU) 13:28 f7; 12 ac 308 ~~„~{±fee D~ S~~(o P.001/006
517 First Street INSTALLED
Farmington, MN 55024 BUILDING
(651 )463-9333
(651 )463-9339 - Fax OLUTIO
T°= From: Jeremy LaBeau
Fam Pag°a' 0
" phpne: Patec
Iir= CC:
? Urgent A(For Revlew ? Please Commsnt ? Please Reply ? Pleas. Rscycle
• Commen4s:
~ ,S ~ ~
/gg~rs~ C~ ,
l~
OCT-27-2005(THU) 13:28 , P 002/006
946fi
VJQ
• ~
n LEGACY REPORT RoissuedJune 1, 2003
/ IGC Evaluation Service, Inc. RuaLnesanWmW CNfico r539pWorkmanM0lmadWMha,C.dCuN3S,0601.J562) 6994!)03
l. ReglwW OIHca . 9M MaOWr ROBd SVn9 A&rtningllBm, Nabafna 35273 . (205) 5933900
www.icc-es.org RegbrolOfflrn•d051westFbsmnorROaO.CourmyChibMIlls, 1N~;50A78.(70x~79223Dl
Legacy report ors the BOCA° MationaBUfiding CoHe11999
DMSION: 07-THERAAAI. AND MOISTURE PRpTEC770N 3.2 When applying Wouse Guard Tru-Ory, ambiont and
Sectlon• 07140--Fluid-Applled Waterprooflng surfaco temperatures shall be limited to a minimum oT
0 degrees F. (-18 tlcgroes C.) to a maximum of 100
EVALUATIpN SUBJECT: deprees F. (38 degrees C.) for a minimum oi 24
h0Ur5.
HpUSE GUARD TRU-DRY 3.3 House Gusrd Ttu-Ory shall be Gmitod to installation
MANUFAC7YIRER: where in service lemperatures wilt be a maximum of
160 dogroes F. (71 degrees C.).
TERRY MATERlALS, INC. 3.4 The design and consWCfion W Ne wells required to
8600 BERK BLVD. ' be weterpmafed are not part of thfs evaluetion.
HAMILTON. OH 45015
3.5 Prior to M¢ epplication pf Mousa Guard Tni-Dry, tho
EVALUATION SCOPE surface to be wsterproofed shall be preparetl in
accortlance wilh SecGon 1813.3.2.1 of tho BOCA°
Campliance wlth !he following code: Natiortal8uifding Cqde/1898.
BOCA°lJefionalBuiidirtg Codel1999 3.8 Joinb and penotratlons within the well to he wator-
¦ SecGon 1813.4.2.2 Wali waterprooting material ' prpo(ed shall be made Watar tight in accordance with
¦ Sedion 1813.3.2.1 Surface preparatlon of walls Sedion 1813.4.3 of lhe BOCA• IYetionsl Huilding
COdC/1999.
1.0 DESCRIPTION OF EVAI.UATION 3.7 The pfacement of beGdill, Site grading and erosion
~ protoction, with reSpect lo the foundation wall water-
Housa Guard TnrOry has been vvaluated es en exterior propfing,shall be in accordanceurilh SeCionS'1813.6,
wdll weterprppfing materiaf iar conerete ar masonry 1873.7 and 1613.8 of the BOGA° Nufionaf Bufldinq
subsurface foundaUort walls. CW017899
2.0 DESCRIPT70N ANp U5E OF PRODUCT 3.8 The installaGon ot House Guard Tru-0ry, with respact
W the etewation of iho ground water taDle, shall be in
29 GENERAL DESCRIPTiON acsoWenoe with SecCVn 1813.4.2.2 of the 80CA°
Nationa! 8u11dMg Code11999.
House Guard Tru-Dry is a palymer-modlRed, espMalt-
Dased emulsion Nat is spray or Dnlsh applied to cancrete 32 Contradors installing House Guartl Tru-Rry shall be
or non parged unit masonry surtaces that are prepered as certifiad by Terry Maferiats Ina
descrihed In $Wian 3.0 of this report.
3.10 The application of Hause Guerd TruOry shall rosult
in a curod fiim with a minimum lhickness of 60 mils
3.0 CONDRIONS OF USE (1.5 mm).
This repoR is timfled to the applicaUOns and products as 9.17 HouseGuaM Tru-Dry shall bc installod in accordance
s[a[ed in fhis repoR. The 1CGES Subcommiqee or+ witti the msnufedurees instatlation instructions and
NaUonsl Cocles intonds that the report be used by the tAis report. applicatian's utilizing insWllation instruc-
codo ofriaal fo determirte that the report su6fed complies tions in CCnRict with this report are outside the scope
with tho wde requiremenb spgcifically adGressed, pro- of this [eport
vided that this product is lnstatted in aCCOrdance wilh the
following conditlons- 3_12 The inslallalion of House Guard Tru-Dry on surfaces
exposotl to ulVaviolet rddiation is beyond the sCOpe of
3.1 The appliqUon of House Guard Tru-Dry is limited to this repvrt anq shall be substantiated uUllzing ep-
sub-surface wells of conaeto or concrete masonry. proved methods.
/CGES kb~HY'e~+/~~ umnW I~iM mnrbYM W RYI~feNln~unlAdin /v pqYA~lyn(yI~IAYlQ M1lytliJlevllV WLLr1~eJ, mi/IOC IMy lo Icc~xYl~uedafnn uGV.V~ItYII H IIK iJrn r
n(flrc~lp~JRtunme~uleuf ~G<4v.jlµri:l}1qwnunlvlrvflYF,'clucRnn.Smirc_lne.~aV~ln~O~uN4~~J.u~WUnvlndinLCr~~lAeimdlerinfhurryvr.wµu~vi~prv.v/u~Y rtlvnN M'tM v~jHW.
r-m o 9nni Paps 1 of 2
6513791991
10/27/2005 01:57 6513791991 RESTPRO PAGE 81
- ;r .•r,. 'y . ~ = te a M' cr~ merc~e CloeraM,9 on
t rision~~
'~`i'. .•T~,t~~~~6i~~79-
F7NPhewEaat,811b6D0 -_'F'`y, ' Em~B~ddfsls: ~iiD.car"na~le.em.us": *
aW, MN 56701-3765 WlOsfte adtlrass: eanmerce Mh-mn.us .
Residential,Building:Contractor License ug¦l Nsaw RESTORATION PROFESSfONAL3 INC euWnm stmca+m: -
~ oa~: . : • CORPORATION
~ Adersss: 2250 TERMINAL RD
j ROSEVILLE, MN 55113 •
1
, Licenae idenMlcatiw+Numoar BC- 20396147 OueWmg Psnsere PATRICIA C IABEY
' u~~" exo1nsion oote: 3/3112406 Co^U^ui^g Edueation: 7 Hrs CE clue by 313112006
~
~
~e T~~,~ ? ~ ~ c 5 - C- 7 3 e
c r+ J~I ~1 ~,i
OCT-27-2005(THU) 13:28 , P.003/006
f ' _
3.13 This report is subjeet to periodic re-examination. For 5.0 INFORMATION REQUIRED ON CONSTRUCTION
infortna0on on the curcent status of this repon, con- DOCUMENTS
tact the ICGES. To aid in the use of this repoA, the fotlowing represenb the
minimum level of informetion to bo rofleded on construc-
. 4.0 INFQRMATION SUBMIITED lion doCUments in ordor to determine complianco with this
~.4.7 arojea #Tnni-04-03-01. Laeorarory analysis and report.
Produet Eveluetlon, dated Fe6rvary 25, 1994, pre- 5.1 Thc language "See ICGES Legary Report No. 94-66.°
pared by PI21 Asphal! Teehnologios, wras submilled
indlcaling Ihat Mouse Guard Tru•Dry showod no 5.2 The dosignation of the subsurface materiai on which
. evidonce ot re-emulOication when applied to an House Guard Tru-Dry is being applipd.
unglezed ceramic tilo base and tested in accordance ,
with ASTM D466, Resistance to WarerAdion. Also, 5.3 The mazimum elavation of the ground water ytrle in
when appliad tosmooth mwtarbiock eurfaces, HouSe rela6on lo the sWCture boirtg waterprooted.
Guard TruAry is ppable of bridging nonsWetural
cracks whAe subJecfed to a hydrostatic pressure of 5.4 The type of backfJl meterial.
7.5psig(57kPa). 5.5 Datailsofjointsandpenetrotionswithinthesuriacem
42 Projea #TMI-11-02-01, Laboralory Analysis end be waterproofed.
' Produd EveluaGon, Cated Ocio6er 19, 7994, pre- . .
pared by PRI Aaphalt 7echnologies, was submiCed. 8.0 PRODUCT IOEN7IF[CAT10N
7he vMterKesistive charactaristics of Wouse Guard
Tru-Dryweredetertninedwhenitwasappliedtltrectly qll epntainars at House Guerd 7fu-Ory manufacwred in
to unit mesonry, induding resisfsnce to water aGion aaordance with this report shall De marked at the plen[
and resistance lo hydrOStatic pressure while bridging with theidenGfying language.'S881CC-ES I.egacy RepoR
norrseructural cradcs. House GuarC Tru-Dry showed No. 94-66.'
no evidence of r¢-emulsificatlon adeterioratior[ after
exposure to identic8l water action reslst2nce tesGng This repoR is subjeG to ra-9xaminaGon in fwo years.
as dascriba0 in Secdon 4,1 of this report Also, when
exposed to identical hydroststle pressure resislance
testing as tlesecibed in Seclion 4.1, the Houso Guard
Tru-Dry withstood a slighty greater hydrosbtic
pres9ure. Thesa results fndicale thal the wsler-
resistant propertie3 of youse Guerd Tru-Ory aro ratainad when the product is apptied directly W unit '
mi+sonry.
C
.
OCT-27-2005(THU) 13:29 P.004/006
FROM : INSLILATIqNSUPPLIES PHONE Np, : 612 931 0869 Jul. 16 2005 10:26AM P22
' INSULATION SiJPPLlES
14 t s--8 s" Sueet Soucn Hopkins, MN 55345
(952) 932-9000
EMSPItAY EM 219
POLYURE'I'HAiVE SPT2AX FOAM SYSTTM
Description 'Iypica! PhysicAl Properties
Emspray EM2I9 Density, lbsJcu.ft. 1.9 ASTM D-1622
pohviceshnne c6emical foam Comptessive Streng[ki ASTM '0-1621
sysum is n two component
system designed for spray Panllel 15-20 @ 10%
applicaAOns to produce a PerpendlCUlar 10-15 Qa 10%
rigid polyurothane foam with Tvnsile Strcstgth ASTM-13-1623
a nominal overafl dcnsity of parailei 25-30p51
1.9 potmd pc eubic foot Shear 5u'ength ASTM C-273
Ernspray 800A is a Pe:peadicular 30psi
polyrnerie isocymate 'flecmal Conduetivity, BN/hr.ASTM GS 18
coQtaiqing rcact;ve K Factor @ 77'F, INITIAL .153
isacyanam grQUps Dimensionel S[ability ASTM D-2126
% voluute cLange
Emspray EN2191s a 2 days at-20•F dry <1
C. oombinationofpolyols, RlaurvaporPermeability 1.4 ASTNI C-355
`amly°` ag""% Opee Cell Concent Q% AS'i`M D-2856
surfaetnnt, blowing agent pu jz"gc .002e&n/ft ASTM E-283-91
245 fa
'1'ypical Handling EM219 A/A (a32.75 TNCFiES ACHTEVES .88
Characteristics pERMINCH
vtscosiey p7s•F Typical CombnstibUity Properties
s9onss
Mixing Ratio by Volume No:ma1 Thiclmess (4" Tcst) AS'f'N( $-$4
l00/100 Flame Spcead 25•
Spnry Reactiviry, Tack Smoke Density 3D0
Fne, Sec's
EM219 5 *T17Hg DATA REFLEC'CS'i'FE P6RFORMANCE
The foam'a propenies OA TE3ESE FOAMS BY A LABORATORY SCALE
• wRe determlaed on Bv~~G 7'EST, AND 7'HE RESULTS ARE NOT
• samples sprayed through a TO HE CONSIDERED OR USED AS A FIRE
Gusmer H-II unit at 1100 ' M~TER HAZARD CLASSIF7CA'I70N AND ARE
NOT 1NTENDED'TO REFLL'CT HAZARD
pai with a preheated PgESENTEp TMS OR ANY OTHER
umperanue of 130•17 amd Mp1g,RIpi g LINDER ACNAL FIRfi
a hou umparaturc of CONDITYONS.
125'F. Tho sysum was
, sprayed at 70-75•F
ambient aod substate
tmipe[aturo in e hvo inch
paaa using a fuaion gun.
Cities Di itg al Quality Control
The following image represents the best
available image from the original page.
Every effort was made to capture the content
from the original page.
OCT-27-2005(THU) 13:29 , • P.005/006
3EN7 BY: VOLATILE FREE INC; 282 787.0500 ; JUL-29-05 11:42AN; PAGE i
•
i'
PRODUCT DATA SHEET
VFI-540U3 •
~ U.L RATED pOLYUREA HYBRID ROOFING ELASTOMER
DESGRI N: I :
VFI•540US ic a trw oomponen[, one to one by valume, Hre retartlent potyurea hyotltl coatmp, fm spedlic taGnys and
appiovals Volalile Froe, Inc.
i
usAce .
VFI-640US is IntendeA tor usa es a sprsy epplleA, fve retardant coeNng for a variety ot apptleiXOns induCing but not
Gmitedlntll iDllowing: I :
• Prote ' caabng for waterproofing metal and built•up roots.
• PrOt weting fOr urethane arxd expnndod pdyslyrane insuletlon.
• corrt•ainment when epplied aver concete, wrootl nr geotex0les. ~ .
i }
• Protecti e coallng fbr tlecpreWve protlutls.
COLOR
i:
Aluminum, Dperwgray. '
;
I .
PHYSI TEAR RESIS"TANCE Iso Compo"= '
ASTM D-$24 10.4-10.7 Ih060. (S.G. 1.25
wE?TM eiun: ore c 1 so pli 1.29)
i;
C ASiM G 1nAeatAerometer ~L
exposure tvalent to 15 years A9RASION RE94YTAnCE: FLASH POIN7:;
wlth no vi "ble deterlaratlon w Excellem. ASTM p-58 (rCC)
changein properties. Greatarthan?AD'F_.
WATERABSORPi10N: I `
FIRE RESI ANCE KS'fM p-471 1.096 mex. TOXICITY:
ASTM E- 08 lCteao A over ISo com ~ pontalns patymeric
non-con+b le sub~rates. ~.IQUID COMPONENT igpCyAf~Bt~~Qltlffng fresh ah
PROPERiIES 5upply respirator, glovea, und
CHFJNCA RE318TAI1CE: pmtective I dothFAg during
Good hydr ' atabilily to 180'F. SpUpS: apptipdon.
Good resiftnos to irarganle Aluminum:
basea iiols arW hYdrocarbm weky+t: 9796 STORAGE Si"A81UTY:
wlvents_ Falr resistance to Voiume: 8696 Ona year in Uiwpened wrAainers
wtyganated and chlorinated at 50' - 9D',F. i po: n~t Prehmt
sotva^ta• Copper end Gray: over 1 1)0'F I rtiabmum without
WaiDft 100% mixing. ,
7ENSILE: Volume: 100% I.
0-41 AA~,P,~ICATION
suenstt+: 1 soovs; vlscosml: ; r
Elongatlon: 3253509b Pory ComponenC AAATERlAL PREaARAT10N:
Permenen[ 10% rtiwc. 300-500 cps C 7?'F Thoroughly `ppwer. miz Iso
Iso Componerfi component b6pinning to
~?snui o-rl o soaeoo ~s @ rrF aPPtY. Ue~ady v,is takes e
mirtimum o(1S minules per drum
Shore A 80 t 3 DElt8TI: ' with proper mbdng: eqopmeni
I Poly CompaienL• Fa spedAc ~Mizers, blade and
~ 8.4-8.5 IbsJgal. (&G. 1.01 - shaft IBngth. opntact V.F.I. A
I 1.02) hantl miser is riot adCquate,
~ EQUIPMENT; ;
Papei i Update403l20qZ
I I :
i ; .
i •
I _ . r: :
OCT-27-2005(THU) 13:29 . P.006/006
SENT BY: VOLATILE FREE INC; 282 787 0500 ; JUL-29•05 11:42AY; PAQE 215
i i.
I
~
~
/ i
l.
VFI-b40US ~
~ V•L R?TEU POLYIlREA•1JpET{ANE ROOFlNG ELA&TOMER '
~
Plural co Ent arctess apnY (tEpCTilryTy: GURE TIIAE:
eqWpment le pf malntaining 7edc free Ume le 104M scmMe AppGed me(ig witl' set In 2-10
tnmperatu of 130• - 140'F, when aprayed wiM hot plurd mbwtes al 7.0'F. tiepentling on
150D psi Imum pre551pg gntl e Wmpanent airless 5{xay fifm thicknesi entl Ilie suhsttate
1:1 valum mic ratlo. Conbct eCUiPrt+ent temparature. ProduG can be
Vola6le F, hic Tor r,peciNG placed IrtOo ~ servke alter (ouI
inabuCtions and aPraY e9uqu^eM hours o1 c~e time et 70'F
need¢O. I
mimmum. i '
~
;
i _
~
1 .
j i-
I ~
i ~
~ i.
I j
i `
;
i ~
,
~ •
i ,
~
_ 1-
CORPO TEOFFICE P.0.BOX344 -BROOIfftELD,WIW008-(800) 707-9218-2827874000- ~ .f26217874600
nw srromtrA ,wo ieaair.u Awuy m n~ a~n vo~w r~, wc. &s
~ro w wm waun euva anr we. r n~p~. ~e M ww
iai rMMLLWALA Umi. wwns rvKa. 00 Was eo
rru+ Ybws ae w~roamrc~
R+W o ae srM~urd~r, wauow aui MoruwtE9 io wi rueo wmiwns~ a ro~e"wmu..rtrw MRYW OR ~ PM1CY1.{R
~ av
EOIlO~~ r~an ~ouCi. vnnmi FNF4 wt Y~ Mo MwaYrr~no~e a~ w~llrnAi ~s ~o nr ~ala v na IA[^Cn e~qqT. Mo nRY1ea wo
ai ntlt . nl! ~~idel~~lqM~ m W~/~t1a w1q M4 s MOT WM! Ndl ANf FCQIIrK W EwQpldd4 m AW ae4f i+10Y us4
la~Im l0. M~fD Mlm~ ~6 SIIRIWf 1V PNM~ AT NR TE I~RIMOUT IIOIICL OlfdtWll171 OMNfFiY4r MCC40l.9YT M! Ilp!
MIOTlOYKALCWMOly'1JIW~,N,w'W4M11OfJILOY~MtRAA[D~MOti9w
1
Page 2 UDdaleG 032Q02
f
~
_ I. ;
s G"q I z as _ 3(~9g l.~r~d+~~ a~. s/o6
E engineers
cnmslobdow r+dn 4rt~
~
5201 E. River Road, Suile 308
Minneapolis, MN 55421-1027
Phone: 763.571.2500
Fax: 763.571.1168
February 8, 2006
CLB Home Builders
5708 Upper 147th Street W, Suite 103
Apple Valley, MN 55124
Attn: Corey Busker
Re: Garage Lateral Framing Review
Fleming Residence
3694 Ridgewood Drive
Eagan, MN
Ulteig Project No. 206.0126
To Whom It May Concem:
The purpose of this letter is to report the findings of a struciural engineering review of a garage
lateral Eraming system.
ASSIGNMENT
Ulteig Engineers has been retained to provide a structural engineering review of the attached
gazage lateral framing system at the residence located at 3694 Ridgewood Drive in Eagan, MN,
as directed by Corey Busker, the builder.
BACKGROUND
The garage does not meet the prescriptive requirements of the 2000 InternaHonal Residential
Code (IRC) in regards to the length of the wall panels on either side of the garage door
openings, as well as the garage frame wall heights.
The City Building Inspections Depaztment is requesting a siructural engineering review of this
condiHon. ~
MinneapoNs, MN • DeUoit Lakes, MM • Fargo, ND • Bismarck, ND • Sioux Fafls, SD
www.ulteia.com
CLB Home Builders
Ulteig Project No. 206.0126 .
February 8, 2006
Page 2
DESCRIPTION
The house is a tcvo story wood-framed struchzre with a cast-in-place concrete foundation and
an attached slab-on-grade garage.
OBSERVATIONS AND COMMENTS
1. Planco provided Ulteig with architectural plans dated 9-13-05 for the Fleming residence.
The Eollowing informarion is in regard to the garage layout and common construction
practices:
a. The attached garage is set to the left side of the house stzucrixre with the front
garage wall facing the left side. The garage extends approximately 8 feet to the
left and 13 feet in front of the house and is approximately 32 feet b inches wide
by 24 feet 6 inches deep in plan. Refer to the attached first floor plan far more
information.
b. The front garage wall contains one 9-foot wide garage door opening and one 16-
foot wide garage door opening. The right garage sidewall contains two window
openings and the left sidewall contains only one man-door opening into the
house.
c. The garage frame wall heights are a maximum of 12 feet. The top of the garage
foundation is 12 inches below the top of the house foundation.
d. The exterior faces of the garage walls are sheathed with 3/4' thick Built-Rite
exterior sheathing. The builder also reportedly sheathed the exterior of the front
garage walls with 3/4" thick plywood.
e. The interior garage walls are reportedly sheathed with gypsum board sheathing.
f. The headers above the gazage dooz openings are reportedly supported by two
bearing studs and two king studs on each end.
g. The small walls on either side of the 9-foot garage door are approximately 18 to
20 inches in width.
2. The following information is in regard to the design requirements of the lateral framing
system for these typical garage layouts:
a. The small wall panels and high frame wall heights do not meet the prescripiive
requirements of the IRC The garage framing requires an engineered design.
b. In order to provide sufficient strength for the engineered system, the following
construction items are required:
i. The studs are to be spruce-pine-fir material or better, stud grade.
CL6 Home Builders
Ulteig Project No. 206.0126
February 8, 2006
Page 3
n. The sluds are to be mirrimum 2x6 lumber at maximum 16 inches on
center.
iii. The roof sheathing is to be minimum 1/z" thick structural grade
plywood or OSB with Code required nailing and span rating.
iv. The exterior 3/a" thick plywood sheathing on the front garage wall is
to be fastened to the wall Eraming with a minimum of Sd naiLs
spaced at 6 inches on center at panel edges and 12 inches on center at
intermediate supports, or 16 ga 13/a''staples at the same spacing.
v. 1/z" diameter anchor bolts are to be installed at a maximum of six feet
on center. Verify all sill plate sections contain an anchor bolt within
12 inches of each end and a minimum of two anchors per sill section.
d. In addition, two hold-down anchors are required at the Eront garage wall panel
located to the left of the 16 foot wide garage door. The anchors are to be Simpson
HD5A hold-downs with (2) 3/a" diameter bolts installed through a minimum of
(2) vertical studs at each side of the approximately 4 foot wide panel. Each hold-
down is to be fastened to the concrete foundation wall with a 5/8" diameter Hilti
HUS-H Screw Anchor, a Simpson 5/8" diameter Titen-HD, or an epoxied 5/8"
diameter threaded rod each with an embedment of approximately 4 inches. Refer
to the attached plan for approximate anchor locations.
e. In order to provide sufficient transfer of the lateral load to the shearwall framing
described above, the roof trusses are to be attached to the front garage wall top
plate with a minimum of (1) Simpson H2.5 or H3 anchor at each truss. -
f. Further review is required for circumstances varying from the assumptions of
this report.
STRUCTURAL ANALYSIS
3. A structural engineering analysis of the garage lateral framing was performed and it is
determined that the garage lateral framing system is structurally adequate as detailed in
this report.
PROFESSIONAL OPINION
4. It is our professional engineering opinion that the proposed garage framing lateral
system is struchxrally adequate and meets the requirements of the Code provided the
above construction requirements are followed.
CLB Home Builders
Ulteig Project No. 206.0126
Febxuary 8, 2006
Page 4
GENERAL
5. The observations and opinions expressed in this report are based on our professional
engineering judgment and professional practice.
6. No other engineering was performed or requested for this project.
7. All construction is to be done in accordance with standard industry practice and the
requirements of the Code.
If you have any quesrions, please contact Ulteig.
Sincerely,
GINEE
ULT7A~
so
n S. Hanlon, PE
jSH (rpm)
Attachment: First Floor Plan
I hereby certify that this plan, specification or report was
prepazed by me or under my direct supervision and that I
am a duly licensed pmfessional engineer under the laws
of the State of Minne rd.
jason S. Hanl
Date: 2-08-06
Minnesota Registration No. 41941
ra ~y
~r+' x.v ra" ro iw
ra e.r n.r
r.r x 1.1r u e.~ e.e• e.v nr
b4f i'O' Plip 0.VR yJ
p~ ypy }4p ]-Ltl ]-YG
• Ti'
]Uf Aa a~~a 4 )
~T~~-/ NI 'LVL
LT ?O d~ p NI ? i
~ F 4
KIiGF1EN
LDT p O w~co ~ axov vuis
'~T Q DINING I ' p
Up o _ G I
~ ~ ~.y. L ~ ~,ayj ~ FA IL~I Y RDOM ~y b
~ ~T ~ ~ U ~ ~ .P. ' a •
q I •c" I
~ 4Y IY m'o uuoo I k,
ssu ~eo ' !
r.w IP~ w ` I~~RO°A q
H014D 'POW R~ ew Fo f-~ I x 3
ANCNoRS
4 ra ~~a Forgx ~ ul
~ z~v ar rr ~ r4' ~ ri' ~ x• oc li 4
1 II
I ~~aa III Mi yp• a
b ~ Lne Ill~n~rou vn roN . 11~
Y I III : ,
r-----
I i 1..6F=M E LL BL nl `
~ ~ III
I t $pp
; ~ ~ CROP GAR~IGE I p BiUDY ,-3 M w ~~a GONG. PORCN ~~I
1 I ~ea~eer vY w~~ll 4
4 I . ; •couc.v~ooa $
aau ovu a~qa e or~ ~•.w
` . eia¢ eue
E~~ Y.C6 v6YJ
~ L'OL
t i ra ro rr er r.r rr
I ~
~ ~ • I(ff IPQ IOd
~
~ i I F va y
I .
FIRST FIAOR PLAN 1/4°
~ z__°~wuroonJ
- 1,143 60. FT.
9' CEILING a FIRbt FLOOR
ti
MH
6'•]' S9 P8' ~P
Xd' lY Y ~
~ Planco Inc. 2005 yQ ~05-366 9
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675 -5675
www.ci.eagan.mn.us
Site Address: 3698 Windtree Dr
Lot: 4 Block: 2 Addition: Windtree 4th
PID:10- 84473 - 040 -02
Use:
Description:
Sub Type: e - Underground Sprinklers
Work Type: Backflow Preventer
Description: New
Meter Size Meter Type Manufacturer
Fee Summary:
Contractor:
Ryan Mechanical
1547 Hay Creek Valley Rd
Red Wing MN 55066
(651) 388 -1510
Total:
Applicant/Permitee: Signature
PERMIT
City of Eaan
PL - Permit Fee (Res Modifications)
Surcharge -Fixed
- Applicant -
$30.50
Owner:
Christy L Fleming
620 134th St E
Burnsville MN 55337
Permit Type:
Permit Number:
Date Issued:
Permit Category:
Serial Number Remote Number
Comments: Debora Breuer 1547 Hay Creek Valley Road Red Wing, MN 55066 651- 388 -1510 officequeen @mac.com
$30.00 0801.4087
$0.50 9001.2195
I hereby acknowledge that I have read this application and state that the informa
of Minnesota Statutes and City of Eagan Ordinances.
on is correct and agree to comply
h all applicable State
Issued By: Signature
Plumbing
EA074489
07/26/2006
ePermit
Line Size
C!ty of Eaall
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
Use BLUE or BLACK Ink
For Office Use
Permit*: I 10550
Permit Fee: and 0 T
Date Received:
Staff:
S-7-13
119
2013 RESIDENTIAL BUILDING PERMIT APPLICATION
Site Address: ) \Q I C(.12.) \r)
Name: / t (�
Address / City / Zip: ' 2( c/ ()v.).04 -v-4,
Applicant is:
Owner Contractor
Unit #:
Phone: D5
t;ik-j'\ S143
Description of work: j 3O 5tl t0- ve_ -1. 64C. c)- (,(JLtC Y _ pa -7 1 C�
Construction Cost: t' . 1 3560 -/-1-1, b CJD Multi -Family Building: (Yes / No )
Company: \\� OM_ r )ork * v IIY C.(4iact: S
Address: City:
State: Zip: Phone:
License #: Lead Certificate #:
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
____btA:t0 - SUtlfi Zr
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 `shat you submit arse considered to be public informal on. Portions of
the information may be classified as non-public if you provide specific reasons that would perms# the City to
conclude that they are trade secrets.
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.aoaherstateonecall.orq
I hereby acknowledge that this information is complete and accurate; that the work will be in confomtance 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 issuan
x
Appli
ant's
ame
3(`// U jndhee
DO NOT WRITE BELOW THIS LINE
/Y 2 536
SUB TYPES
Foundation
Single Family
Multi
01 of _ Plex
Accessory Building
WORK TYPES
New
Addition
Alteration
Replace
Retaining Wall
DESCRIPTION
Valuation
Plan Review
(25%^ 100% y,
Census Code
#of Units
# of Buildings
Type of Construction
Fireplace
Garage
Deck
Lower Level
_ Interior Improvement
Move Building
Fire Repair
Repair
Porch (3 -Season) _
Porch (4 -Season)
Porch (Screen/Gazebo/Pergola) _
Pool
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck)
Footings (Addition)
Foundation
Drain Tile
Roof: Ice & Water _Final
Framing
Fireplace: _Rough In Air Test _Final
Insulation
Sheathing
Sheetrock
Reviewed By:
Siding
Reroof
Windows
Egress Window
Storm Damage
Exterior Alteration (Single Family)
Exterior Alteration (Multi)
Miscellaneous
Demolish Building*
T_ Demolish Interior
Demolish Foundation
Water Damage
*Demolition of entire building - give PCA handout to applicant
MCES System
SAC Units
City Water
Booster Pump
PRV
Fire Sprinklers
Meter Size:
Final / C.O. Required
4 Final / No C.O. Required
HVAC _ Gas Service Test Gas Line Air Test
Other:
Pool: _Footings Air/Gas Tests _Final
Siding: _Stucco Lath _Stone Lath _Brick
Windows
Retaining Wall: _ Footings _ Backfill _ Final
Radon Control
Erosion Control
Building Inspector
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies
TOTAL
Nkifri
11)
3�o K/C ot)
Page 2 of 3
( KUUSISTO LTD )
110
NORTH
,e2t
,6
�60
0
0
INSTALL EROSION
BLANKET OR 506
PROVIDE AND MAINTAIN
INLET PROTECTION UNTIL
FINAL TURF IS ESTABLISHED
EWE D
By Date /0//3/0S
EAGAN ENGINEERING DEPT.
12
0
�1 I
0,
vV
W
N
i\ N
e
o WINDTREE
9 2105
S6S1
22
113'
Certificate of Survey
CLB Home Builders
13466 Nevada Ave.
Savage, Minnesota, 55378
. 1"\
c6 6 5
OV
0
-1
—
-' INSTALL
-' SILT ENCE
0
3 .r
35.
\ t 0
1 a..>�—
1 w \\\ / ^I
rz
3.5x
897.
of
co
cant.
50.0
99.95
proposed home ®03
r d wall
basement</10.0
/10.06
•
8.0 oo'ou
/ \'
®tr—
x0.00
coi
Lg
ii
Sanitary sewer serv. elev.=888.9
Lot area= 12,386 square feet
Lot coverage = 2155 square feet or 17.4%
Lot 4, Block 2
WINDTREE
4TH ADDITION
DAKOTA COUNTY, MINNESOTA
Subject to easements of record, if any.
0
0
13.5—
00
899.9
:
1A:0
10.0
of�5
OF
9.8
897.9
r
existing
home
t.a.b.+900.7
I hereby certify that this survey, plan or report was prepared by
me or under my direct supervision and that I am a duly Registered
Land Surveyor under the Taws of the State of Minnesota.
Kurt M. Kisch, M
Revised; per City Comments
October 7 Z oo$
License No. 23968 Date
Date 10/08/05
LEGEND
• = Iron monument found
p = Iron monument set and marked
with license No. 23968.
= Offset iron
= Drainage & Utility Easement
x 800.0 = Existing Elevation
= Proposed elevation from grade
or development plan
Drainage Direction
Bearings shown are assumed
PROPOSED ELEVATIONS
(per house plan)
...---- =
Garage floor elev. = 898.63
Garage Top of block elev. = 899.05
House Top of block elev. = 900.38
Lowest floor elev. = 892.71
Lookout elev. = 896.21
Drawing File: 2005-557—L-718 .DWG
Project No. 05-557-L
RIJC
Duluth, MN.
Hibbing, MN.
Ham Lake, MN.
Minnetonka, MN.
Phone: (952) 933-0972
Fax: (952) 933-1153
www.rlk-kuusisto.com
6110 Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343
n m
onus 1 o• na,,,,,
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA169492
Date Issued:05/28/2021
Permit Category:ePermit
Site Address: 3698 Windtree Dr
Lot:004 Block: 002 Addition: Windtree 4th
PID:10-84473-02-040
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. We encourage you to retain an electronic copy of
photos until the project passes a final inspection.
If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any
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 -
Jay & Kristy Brecke
3698 Windtree Dr
Eagan MN 55123
Weather Tite
5200 Willson Rd
Edina MN 55424
(612) 321-8483
Applicant/Permitee: Signature Issued By: Signature