2049 Royale DrCITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55123
(612) 681-4675
SITE ADDRESS: f „ i
i r:,+ I Itl.
I ARAN kU iAt 1
PERMIT SUBTYPE:
INSPECTION RECORD
PERMIT TYPE:
Permit Number:
Date Issued:
tti ??r. I . APPLICANT:
TYPE OF WORK:
Itlt 1 ! It t Ntt
10/0 41/9d)
INSPECTION TYPE .DATE INSPTR. INSPECTION TYPE DATE INSPTR.
t f ,Ir?r .rat, r<utft I tJt?
th•i' If1 r'.f it'it i li,t I'I At I
t,(I,?ki I IJ? I i't, ?tf tt?ti I r•I II I
' 111111 I I I:t; i Irditl
RI KAPk U I't tw
Permit No. Permit Holder Date Telephone alt
S/W
PLUMBING
HVAC
ELECTRIC
ELECTRIC
Inspection Date Insp. Comments
Footings 1
06-
C
Foundation Y 71g
Framing
Roofing
Rough Plbg. ?1 JI!
Rough Htg.
Isui. fJ_ 2
O l?
Fireplace
Final Mg.
Orsat Test /?
Final Plbg. ? Plbg. Inspector - Notify Plumber
Const. Meter
EngrJPlan
Bldg. Final
Deck Ftg.
Deck Final
Well
Pr. Disp.
n
a ti ?
Ker i f icate of Cccujpanc?
Witt) of Fagan
zeonl'N cut of isuilbius anispection
T?tis Certificate issued pursuant to the requirements of the Uniform Building Code
certifying that at the time of issuance this structure was in compliance with the various
ordinances of the City regulating building construction or use. For the following:
Use Classification: yc Bldg. Permit No. _ 4631
Oowpaacy Type R11MI Zoning Disaia ( Type Const. 1 UN
Owner or Building G TT I ILRPTR nrPM T W, Addtess 7 W ND . WZ2=
Building Address XYA WWATF T)RTVF. localityTA, R?, 'WAN jjOWY,.
Date:
awning Official ,/'
POST IN A CONSPICUOUS PLACE
041 751a1cP'719? ?s 7, Oq
Request Date
Q Fire o. R -In InspecHOn retl
(V mpust cell inspedof,SY,hen ready) In action Olher Than Rough-In
] Raetly w 'Will NOtiy Inspector
tp Vas Li No Date a
I C9 licensed contractor ?owner hereby request inspmof abo at work
Job Address (Street, Box or Ro to No.) City
o Po al r've Ea
Section Nc. Township Name or No. Rengs No. Co
k
a
o > at
Occupant(PRINT)
?err ;Iles ;r e
(&Adder Phone No.
y62 2828
Power Supplier
Va Ko4r E1 ec?r' c Address
L1300 z2o
,et ` t f 02
Electrical Contractor (Company Name) omractor's License No.
a on T/)c. CA 0108
Melling Address (Comrador or Owner Making Inatallallon)
3
D
/yfN
2
r am, e a e
Aurborized Signature IC ntract dOwner Making Installation) Phone Number
+
6
y- 022
?
MINNESOTA STATE BOARD 0 LECTRICITV THIS INSPECTION REQUEST WILL NOT
Griggs-Midway Bldg.. Room S-128 BE ACCEPTED BY THE STATE BOARD
1521 University Aw., St. Paul, MN 55104 UNLESS PROPER INSPECTION FEE IS
Phone (612) 542.0800 ENCLOSED.
r? REQUEST FOR ELECTRICAL INSPECTION 4 ee-ooool-os
e in trac tions for rompleHng this form on back of yellow copy.
l
1325
/? 8 q "X" Below Work Covered by This Request 3
New Add Rep. Type of Building Appliances Wired . Equipment Wired
Home Range Temporary Service
Duplex Water Heater Electric Heating
Apt. Building Dryer Load Management
Comm./Industrial Furnace Other S eci
Farm Air Conditioner
Other (specily) Contractor's Remarks:
Compute Inspection Fee Below., "
# Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee
Swimming Pool 0 N' 0 Am s 0.00 'D 0 to 100 Amps .0(:
Transformers Above 200_Am s ove 100 -Amos
Signs inspectors use omy: n TOTAL
Irrigation Booms f-
?-
d 10 ,
Special Inspection ?
L 07-
/ /?-
Alarm/Commu 'cation THIS INSTALLATION MAY B ORDERED DISCONNECTED IF NOT
Other Fees COMPLETED WITHIN 18 MONTH §.
I, the Electrical Inspector, hereby
certify that the above inspection has
been made. Rough-in ?7
Flnel oaten , ?J ;?,.
gayr-/Q?7
OFFICE USE ONLY
This request void 18 months from
Address 2049 ROYAtE, DRIVE Zip 5512 2
Lot 6 Blk 2 Sub EAGAN ROYALE
'T'HESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION.
Date: Yes No Inspector:lb,A-,
Final grade (6" from siding) ?
Permanent steps (garage)
Permanent steps (main entry) !?
Permanent driveway
Permanent gas I/
Sod/Seeded grass
Trail/curb damage t/
Porch
Basement finish ?
Deck /
Please verify with the builder the removal of roof test caps from the plumbing system and the shut-off of water supply to
the outside lawn faucet before freeze potential exists.
Contact engineering division at 6814645 before working in right-of-way or installing underground sprinkler system.
While - City Copy Yellow - Resident Copy Pink - Contractor Copy
Y1?.K1V111 C K -g(- D C-?
CITY OP EAG AN 16-'5-9q
3830 Pilot Knob Road PERMIT TYPE: BUILDING
Eagan, Minnesota 55123 Permit Number: 024631
(612) 681-4675 Date Issued: 10/03/94
SITE ADDRESS:
2049 ROYALE DR
LOT: 6 BLOCK: 2
EAGAN ROYALE
P.I.N.: 10-22475- 060-02
DESCRIPTION:
Building'-Permit Type SF DWG
"Building Wi,rk Type NEW
?UBC Occupancy R-3 M-1
Construction Type V-N
/ Zoning R-1
j Building Length 56
Building Width 47
\_. Building stories 2
'a -Square Feet 4,490
r
REMARKS:
S & W PLBR -
FEE SUMMARY-
VALUATION $183,000
Base Fee $930.00 MISCELLANEOUS $1,828.50
Plan Review $604.50 Total Fee $4,259.50
Su,rcha.rge $91.50
' ,SAC{ $800.00
.STA'C' , 100
SA'C Units 1
Lic.-Sjearch Fee $5.00
Subtotal $2,431.00
CONTRACTOR: - Applicant - ST. LIC. OWNER:
GILLESPIE CONST IN C 14622828 0003689 GILLESPIE CONST INC
25920 FOREST BLVD 25920 FOREST BLVD
WYOMING MN 55092 WYOMING MN 55092
(612) 462-2828 (612)462-2828
I hereby ackno wledge that I have read this application and state that the
information is cor ect and agree to comply with all applicable State of Mn.
Sta utes and y f Eagan Ordinances.
LICANT/PER MITEE S NATURE ISSUED SIG RE T-
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55123
(612) 681-4675
SITE ADDRESS:
LOT:
2049 ROYALE DR
EAGAN ROYALE
PERMIT SUBTYPE:
SF DWG
INSPECTION RECORD
PERMIT TYPE:
Permit Number:
Date Issued:
6 BLOCK: 2 APPLICANT:
GILLESPIE CONST INC
(612) 462-2828
TYPE OF WORK:
NEW
BUILDING
024631
10/03/94
INSPECTION TYPE
FOOTINGS DDATE INSPTR. INSPECTION TYPE
FOUNDATION DATE INSPTR.
FRAMING ROOFING
INSULATION FIREPLACE
ROUGH IN PLBG ROUGH IN HTG
FINAL PLBG FINAL
REMARKS: S & W PLBR -
i4c3i
CITY OF EAGAN
1994 BUILDING PERMIT APPLICATION,
681-4675
r., V Lei 4- 71
SINGLE & MULTI-FAMILY 2 sets of plans 3 registered site su rgy
caics. - -
COMMERCIAL 2 sets of architectural & structure IaXill eft Yaf?
specifications, 1 copy of energy talc .
Penalty applies: 1) when permit is typed, but not picked up by last working day of month
in which request is made, 2) address is changed or 3) lot change is requested once permit
is issued.
Date 2'1 / 19014 Valuation of work O?OOC?
: R
a
Site Address
(0"
--
'7 C?q STREET SUITE #
Tenant Name: (commercial only)
LOT ?Q BLOCK ?.. SUBD. ??1l
H
q
q`T P.I.D. #
I-.
sI
N
oyl aa? s o?ooa
Description of work:
The applicant is: ? Owner ? Contractor ? Other (Describe)
Name ?-rt\?e_c. ie _'? ^E2av Phone
Property LAST FIRST
Owner Address o1 Sq@c) 'o2LS? ?ou?2\1G-21?
STREET STE #
City ./om I No State rJ Zip
Company L
1llesaie oz 5-4 rzyc+ i"oN N?. Phone J11e2-3529
Contractor Address aSga0 roRes't` Eno?evc-2O License # 31.,89 Exp. 31305-
C i ty IOMi"Ng State NA r-? Zip SS09Q
Company Phone
Architect/
Engineer Name Registration #
Address
City State Zip
Sewer & water licensed plumber Processing time for
sewer & water permits is two days once area has been approved.
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.
Signature of Applicant:
OFFICE USE ONLY
BUILDING PERMIT TYPE
? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging
E 02 SF Dwg. ? 07 4-flex ? 12 Multi. Misc.
? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory
? 04 SF Porch ? 09 12-Plex ? 14 Fireplace
? 05 SF Misc. ? 10 Multi. Add'l. ? 15 Deck
WORK TYPE
N 31 New ? 33 Alterations ? 35 Tenant Finish
? 32 Addition ? 34 Repair ? 36 Move
GENERAL INFORMATION
Const. (Actual) -fli_ Basement sq. ft.
(Allowable) Ist F1. sq. ft.
UBC Occupancy m-r 2nd F1. sq. ft.
Zoning r2-i Sq. Ft. total
# of Stories w1BA5~0^1e Footprin t Sq. ft.
Length _11/0_ On-site well
Depth //11133 On-site sewage
APPROVALS
Planning Building
Engineering Variance
REQUIRED INSPECTIONS
? .Site
? Wallboard
® Footing
® Final
I?S'Z
?s2
aco "'lyz °)
C zv
®'Framing
? Draintile
fad' Insulation
? Fireplace
Permit Fee
Surcharge
Plan Review
License
MWCC SAC
City SAC
Water Conn.
Water Meter
Acct. Deposit
S/W Permit
S/W Surchargge
Treatment PT
Road Unit
Park Ded.
Trails Ded.
Copies
Other
Total:
SAC %
SAC Units
vaimcim: $
/ /JYZ 000
*
et
oo,c B,4?,
on
-
aS 83 X93 = ?9.2 9 f/®oi X ?!-
J
36 = lord a7
7B0
,r 3s ?
•&'7 X9 = 6,03
< 1 / 7 33, = L7, 33>
4 X 7
%d'J?ofo% oar. ?6
/?g,t 3533 : 989. zt?
..
? 16 Basement Finish
? 17 Swim Pool
? 18 Comm./Ind.
? 19 Comm./Ind. Misc.
? 20 Public Facility
? 21 Miscellaneous
? 37 Demolish
MWCC System Y
City Water
PRV Required
Booster Pump
Fire Sprinkler
Census Code Id
SAC Code
Census Bldg
Census Unit r
Assessments
4?? X Zl ;;- sue v
zz )e/2 = 2.10`/
?33X2/> = L6.931
L 1933X,>= 4 6.37>
/?? 0 7S
Ta`ntc 1821306
A. .
* PIONEER
* ®n?g Heart
Certificate of Survey for
625 Highway 10 N.E.
Blaine, MN 55434
(612) 7&5-1W0FAX:783-1883
GILLESPIE CONST.
Z4 ROYALE DRIVE
EAGAN
RE VIE%AJE,D
BY
,r,TE_ ??S SY
PROPOSED GRADES SHOWN PER GRADING PLAN BY
NOTE: CONTRACTOR MUST VERIFY ALL DIMENSION AND DRIVEWAY DESIGN. THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS
OTHER THAN THOSE SHOWN ON THE RECORDED PLAT.
NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN COMPLETED ON THIS
LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE BEARINGS SHOWN ARE ASSUMED
SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR.
x ooo.oo Denotes Existing Elevation PROPOSED HOUSE LE
_
( ooo.oo ) Denotes Proposed Elevation Lowest Floor Elevation:
Denotes Drainage & Utility Easement
Denotes Drainage Flow Direction Top of Block Elevation: 3991 (o
0 Denotes Monument q a,
e Denotes Offset Hub Garage Slab Elevation: ?[ Z
LOT 6 , BLOCK 2
DAKOTA COUNTY, MINNESOTA
Ys boi ehy ..ol life that Ihin nm vey, plan or spat was pr nred by me w under my direct euperr
v4•r the lu" nl Zhu `dole of Mlnne.9gtn. Unted thln I6?T H Any nl SEPT A.D. 19
Scale: 1 inch = feet
2422 Enterprise Drive
Mendota Heights. MN 55120
(612) 681-1914 FAX-681-9488
LAND PLANNERS.
EAGAN ROYALE
I am duty ragietered Lund Surveyor
e
SHEET I OF 2 SHEETS
2422 Enterprise Drive
.1} ** Mendota Heights, MN 55120
* PIONMR LAND SLRWVM , aw DIOR mS (812) 881-1914 FAX:881-9488
LAND PLANNERS. LANDSCAPE ARCMTECTB
* eng Weer rg 625 Highway 10 N.E.
Blaine, MN 55434
* 'F * (612) 783-1880 FAX: 763-1883
Certificate of Survey for: GILLESPIE CONST.
188.39 N 31007'24"E -
W
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994.3 - _i
x 991.7
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16
9 9943
996 ,x
.29 • 1 986.94
23.0 rn F--7
9973 N / f CH
0 N
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0) 100 - % /
PROPOSED
u ` iz iGARAGI
cn2e X 12.0%
1003.2 v (qq$q,
BENCH MARK ?`iL pRjy y?y
ELLEV 99895 %a 5
?ql 1998.1 0-
997.6
0 996.2 F
5
ffi? _ ?--X'z
n73 ` :9972
; dO
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) N `BENCH MARK
ERVV „ TOP OF PIPE
VV.=985.5 ELEV.=995.55
?? 14" 9 5.1
Scale: 1 inch= 40 feet
94292.00 SHEET 2 OF 2 SHEETS
LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT L TION
PROPERTY LEGAL:
Data of Survey:
DOCUMENT STANDARDS
yr 0 Registered Land Surveyor signature and company
0 Building Permit Applicant
0 0 Legal description
P13 Address
0 North arrow and-bsT scale
0 House type (rambler, walkout, split w/o, split
lookout, etc.)
?Q 0 Directional drainage arrows with slope/gradient ?.
r? 0 Proposed/existing sewer and water services
0 Street name
0 0 Driveway
ELEVATIONS
Existinv
0'13 0 Sewer service
0 Lot corners
V0 Top of curb at the driveway
0 ? Elevations of any existing adjacent homes
Proposed
D D 0 Garage floor
0 0 First floor
No Lowest exposed elevation (walkout/window)
Property corners
0 Front and rear of home at the foundation
T
0 D ,L1 Easement line
NWL
0 K4 HWL
0 C( 3 Pond # designation
0 0/ D Emergency Overflow Elevation
H
entry,
0 Lot lines
P0 0 0 Right-of-way and street width (to back of curb)
0 Proposed home dimensions including any proposed decks,
overhangs greater than 21, porches, etc. (i.e. all
structures requiring permanent footings)
D D 0 Show all easements of record and any City utilities within
those easements
0 0 Setbacks of proposed structure and setback of adjacent
existing homes
0 LY 0 Retainiz4 wall_requirements, if any _
October 1992
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16
s i< (sack. IralForm w
-?{. RW1l Iona %t-/5 •8?
1 hereby certify that this plan was prepared by ms or under my
direct supervision and that I am a duly registered professional Name /"rte I0/ 13/8/Drawn ?Z.Q,?1I'?
engineer under the laws of the state of Minnesota. I I-25_.,
sa,tsn - 6,11 IA......,,,ad
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/O
DES: JJB CHK:
TOP CHORD LIVE LOAD 40.00 PSF LN PLATE SERIES: LDYM= i
TOP CHORD DEAD LOAD 10.00 PSF T 200A 219 PSI GROSS
BOY CHORD DEAD LOAD 5.00 PSF K 160A 200 PSI GROSS
TOTAL UNIFORM LOAD 55.00 PSF
LOAD DURATION FACTOR DX TRUSS SPACING: 2.00 FT. CENTERS
Ti 4X2 SPF-C 1650E-1.SE REACTIONS: VERY. BOR. MIN.BRO.
91 4X2 SPF-C 165OF-1.SE 10 651 0 1.50 IN.
W1 4X2 SPF•C #3 7 651 0 1.50 IN.
W6 44 SPF-C 145DF-1.3E
TOP AXIAL BUT AXIAL WEB AXIAL WEB AXIAL
MEMBER FORCE LBR MEMBER FORCE LOR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -D T1 7- D 0 01 1D- 2 •1020 W1 9- 2 463 W1
2- 3 -1266 Tl 8. 9 4180 111 9- 3 -239 W? 9. 4 1D1 W1
3- 4 -1266 71 9.1D 872 61 8- 4 •5411 W B- 5 -236 W1
4- 5 -678 T1 8. 6 895 W1 10- 1 -102 M1
5. 6 -678 T1 7. 6 -649 116
2'-Be-4 2'-6"
715314
\1
1'-.8-
,Y---
=T 303
1,5 IN F
13RG I
T303-- T153r4
2 3
12'-1"-B
2'-6"
GN PREPARED BY TRUSS FABRICATOR
SPLICES SHALL BE 114 PANEL +/- 1'-0"
UNLESS NOTED.
PLATE SLOT DIRECTION AND PLATE ORIENTATION IS
INDICATED BY HASHMARKS,
PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY
TRUSS FABRICATOR PLATE INVENTORY.
2'-5" 1'-11"-4
T303a T153r4 T307-
4 ---\ 6
SCALE! Ei'-2"-4
.1 FT-.58B5"
1'-11"-4
1?
?oP Ceck "r ?
q 2.21A
\T303111
1.5 IN
BRG
11181
V 7. 40
Ipd b10 TIpM re vv r rp°ra r p ¦ pp
B ° ad p 1 p n 0 ?p r r esj o° p a e
a o n p° pu one o re fv? ?,°?irls LNoses.
plu n ow
Ic v??t?i °Q tUierl_IorWa77rgtn rr rer?niro son1 u e
d, neto gnto iui??ria c??ao ant,
a Call t Ia °' a n ion er to we }?°etnrutur°n an ?ra°c?nS
m ?gym s Qavil. a "1'F'pn"Z?? P4"'?, ?,°,n°pp'eP LUMBERMATE
° 1? too... ?n4G81°rf ? .•o: t gjj ,, 1? ipr A. osrxexCOpYPiCJhEo?1 "sssaaaa t.. r
T3D5= .. 7307= rl!
/0
TOP CHORD LIVE LOAD 40.00 PST
TOP CHORD DEAD LOAD 10.00 PSF
ROT CHORD DEAD LOAD 5.00 PSF
TOTAL UNIFORN LOAD 55.00 PSF
LOAD DURATION FACTOR OX
VERTICAL CONC. LOADS (LOOS)
DESi JJD CHI
LM PLATE SERIES: LDVN• 1
7 20111 219 PSI GROSS
K 16SA 200 PSI GROSS
TRUSS SPACING: 1.60 FT. CENTERS
71.4X2 SPF-C 165OF-1.5E REACTIONS: VERT. HOR. M1N.BR0
81 4X2
SPF-C 165DF-1.5E
14
1128
-0 .
1.50 IN
N1 4X2
SPF-C 03
20
1889
0 .
1.50 IN
114 2-4X2 SPF-C 03. .
TOP AXIAL ROT AXIAL NEB AXIAL WA AXIAL
MERGER FORCE LRR MERGER FORCE LBR MEMBER FORCE LBR ROM FORCE LBR
2
3 11
707
16 291
-
1 _
. 707 71 15.
6 61 19- 2 f690 VI 19- 4 -
99 W1
3- 4 -2536 T1 16-17 4298 81 19- 5 -1236 N1 18- 5 054 WI
4. 5 -2536 T1 17-18 4655 0! 18- 6 -199 W1 18- 7 •400 U1
5. 6 •4315 T1 18-19 3586 61 17. 7 17 W1 17- 8 -199 U1
6- 7 .4315 T1 19-20 1097 61 IT- 9 436 U1 16- 9 -819 91
7- 8
-21 8
6
7
T
61
1
1 275
1
0- 9 -4
67
0
1 5-
1 •1661 97 15 12 905 W1
9.10 -3601 71 14-12 •1549 91 21- 1 -2 WI
10.11 -3601 T1 14.13 -40 W! 20- 2 -213 U4
11-12 -710 T!
72-f3 -0 T1
SPLICE: 7- 8=7305 16-15eT305
PLATES 201
DESIGN PREPARED BY TRUSS FABRICATOR
SPLICES SHALL BE 1/4 PANEL. +/- 1•_pn
UNLESS NOTED,
PLATE SLOT DIRECTION AND PLATE ORIENTATION IS
INDICATED BY HASHMARI<S.
OIMENSIONBVERTICAL) ULON BAA E INSTALLED 1/2
CENTERS, FASTENED TO A VERTICAL MEMBER
WITH 3-15d NAILS, BUILT WITH MINIMUM 14 FOOT
LUMBER AND LAPPED 2 FEET AT THEIR ENDS.
PLATE SIZES AND OAOES SHOWN ARE CONTROLLED BY
TRUSS FABRICATOR PLATE INVENTORY,
5 gp ?a 2B'-10"-32
T303= °??• T40B=72'-5' 73D5=8" 2'-60 T3pp03-8 - 3T,- 3=5• 2 -8 7308`6" T163r
730314 T153111 T183di 7163" 715314 T-4-04-?? ??
?'2 \3 ?4 \5?\7 13 10 11 \12
r-
21 20 T30B? 49 19 x307= 17 46 l 15 1
?4T163 , II , 1 T30B=
7410= raoOs
2'-O'-12
SCALE;
1 FT-.2476"
25.5•'
S'-0"-12
5'-0"
29'-10"-12
B'-O"
5._0„ 5,-0.,
.5
\13
1._B.
14 - -
T305°
L4-
.5 IN
B. ( 201311
V7.40
LUMBERMATE
alvl*5Qn of Alpln. Cnyln.... p MOduqts, [nc,
COPYr-ight 0 1994
/G
DES: JJ8 CHK: PCT
TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIESi LDVMs 1
TOP CHORD DEAD LOAD 10.00 PSF T 2OGA 219 PSI GROSS
NOT CHORD DEAD LOAD 5.00 PSF K 16GA 200 PSI GROSS
TOTAL UNIFORM LOAD 55.00 PSF
LOAD DURATION FACTOR OX TRUSS SPACING; 1.60 FT. CENTERS
T1 4X2 SPF-C 165OF-1.5E REACTIONS: VERT. NOR. NIN.BRG.
62 4K2 SPF-C 2100E-1.8E 20 1303 D 1.50 18.
N1 4K2 SPF-C 16 14 1303 0 1.50 IN.
TOP AXIAL NOT AXIAL NEB AXIAL WES AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 0 T1 14.15 1638 02 20- 2 -2320 611 19- 2 1855 111
2- 3 -3563 T1 15.16 4557 02 19- 3 -190 W1 19- 4 -1409 W1
3- 4 -3563 i1 16.17 6049 02 18. 4 1D18 W1 18- 5 -195 W1
4. 5 -5629 T1 17-18 6117 B2 18- 6 -574 W1 17. 6 184 W1
5. 6 -5629 T1 16-19 4762 B2 17. 7 -195 N1 17- B 264 91
6- 7 -6273 11 19-20 1984 B2 16- 8 -653 W1 16. 9 -195 W1
7- 8 -6273 T1 16-10 1100 VI 15.10 -1488 W1
8- 9 -5493 T1 15-11 -196 91 15-12 1942 W1
9-10 -5493 T1 14-12 -2045 W1 2D- 1 -82 W1
1D-11 -3291 T1 14.13 -63 111
11.12 -3291 T1
12.13 -0 T1
SPLICE: 7- B-4307 16.15=1(308
PLATES 19-184300
DESIGN PREPARED BY TRUSS FABRICATOR
SPLICES SHALL BE 1/4 PANEL t/- 1'-0"
UNLESS NOTED.
PLATE SLOT DIRECTION AND PLATE ORIENTATION IS
INDICATED BY HASHMARKS.
RX6 DIMENSIONGVERTICAL) UL ON B A INSTALLED MAXIMUM OF 15 10 /FT
CENTERS, FASTENED TO A VERTICAL MEMBER
WITH 3-16d NAILS, BUILT WITH MINIMUM 14 FOOT
LUMBER AND LAPPED 2 FEET AT THEIR ENOS.
PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY
TRUSS FABRICATOR PLATE INVENTORY.
29'-10"-12
32.2 2'-B' 2'-5" 2'-B" 2'-B" 2'-B" 2'-B 2'- 6,5•
Tf53di T153A
7`-41-0•x-
1 \ T15311i T1530
T30B= 7303=
?
?
? 7153 i4
7303-
? T15314
7307=
? T1531N
T-41D?=?
2 \ 3
4
5
6 \ 7
B \ 9
1D \ 91 \12 \13
2iT307 1 9
17
7410= -- 7307= T30B= 1v 7308= au 7410= ay 7907'
1.5 IN
BRO
1.5 IN
BRG
29'-1 0"-f2 -
SCALE: 5'-O" B'-0"
1 FT-.2374"
211211
V7.4D
LUMBERMATE WEB
n¢v?e :nn lnln. Use
o1.?tl?P?onaa e., mo. T
copyright ?IS
L.E.
TOP CHORD LIVE LOAD 40.00 PSF
TOP CHORD DEAD LOAD 10.00 PSF
DDT CHORD DEAD LOAD 5.00 PSF
TOTAL UNIFORM, LOAD 55.00 PSP
LOAD DIJRA71ON FACTOR OX
VERTICAL CONC. LOADS (LBS)
18,19
T4 2-4X2 SPF-C 165OF- 1.5E
B5 2-4X2 SPF-C 21GOF-I.BE
WI 4X2 SPF-C 13
412 4X2 SPF-C 92
W4 2.4X2 SPF-C #3
DESi JJD CIIK:
LM PLATE SERIES: LOVNa 1
7 200A 219 FBI GROSS
K 160A 200 PSI GROSS
TRUSS SPACING: 1.60 FT. CENTERS
REACTIONS: ERR. HOD. 1NIN.BRG
23 1681 15 1046 0 1.50 IN.
70P AXIAL BOT AXIAL WE0 AXIAL WEB AXIAL
MEMBER FORCE R LOB i4 15-16R 11 899 L05 233- 2R FORCE 325LB W4 2ZMB2R FORCE 27337 LW2
2- 3 -5222 T4 16-17 4641 85 22- 3 -187 111 22- 4 -2263 W1
3- 4 -5222 T4 17-18 9152 05 21. 4 1846 W) 21- 5 -201 91
4- 5 -8797 T4 18.19 10646 05 21. 6 -1376 WI 20- 6 744 W1
5- 6 -8797 T4 19-20 10529 e5 20- 7 -443 wl 19- 7 434 W1
6- 7 -10529 T4 20-21 9994 SS 19- 8 76 111 1S- 9 -250 W1
7- 8 -10848 T4 21-22 7190 85 18-10 1949 111 17-10 -2358 WI
e- 9 -10848 T4 22-23 2840 05 17.11 -193 111 17-12 2828 W2
9-10 -10848 T4 16.12 -3255 W4 16-13 1637 W1
10.11 -7101 T4 15-13 -2558 W1 23- 1 -81 W1
11-12 -7101 T4 15.14 -37 WI
12--14 -1800 T4
SPLICE: 9-10-T305 22-21-K308
PLATES 9-10=7305 22.21=008
27'-10
T30514
1
v- as
=7507 t 23
N
BRO SCALE! i- 6'-2"-4
1 FT=.2546"
5'-0"
elbrso?
---- 27'-10"-B
DESIGN PREPARED SY TRUSS FABRICATOR
SPLICES SHALL BE 1/4 PANEL
UNLESS NOTED.
PLATE SLOT DIRECTION AND PLATE ORIENTATION IS
INDICATED BY HASHMARKS.
2X6 STRONGBACK SHOULD BE INSTALLED (5 1/2"
DIMENSION VERTICAL) ON A MAXIMUM OF 10 FT
CENTERS, FASTENED TO A VERTICAL MEMBER
WITH 3-15d NAILS, BUILT WITH MINIMUM 14 FOOT
LUMBER AND LAPPED 2 FEET AT THEIR ENDS.
PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY
TRUSS FABRICATOR PLATE INVENTORY.
6'-O"
l?07 rR 1B,7°
T306t4
13 14
1•-e•
5'-O"
361411
97.40
LUMBERMATE
Division Copyright 0 1994
2'- ?5 ?? ' ??-®?• IT30fi " ' OhTI. 6713061 •5 2'-B 7 06 R2._BT
7812= TB08= T5O 7- 730514 T60B= TB15=
?2 ?3 ?4?5 ?7 \8?9 40 ` I
o AREED,I-H--- --- DES: JJB CHK: TPI ANA'
0
TOP =RD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= 7
TOP CHORD DEAD LOAD 7.00 PSF I 200A 219 PSI GROSS
HOT CHORD DEAD LOAD 10.DD PSF K 160A 200 PSI GROSS
TOTAL UNIFORM LOAD
LOAD DURATION FACTOR 57.00 PSF
15%
TRUSS SPACING:
2.OD FT. CENTERS
20 GPF
#ZZ REACTIONS: VERT. NOR. MIN.BRG.
a B1 2X4 SPF-e 9 1294
6 1294 -0
0 2.03 IN.
Z
03 IN.
w N1 2X4 SPF•C $3 .
TOP AXIAL DOT AXIAL NEB AXIAL NEB AXIAL
a MEMBER FORCE LBR MEMBER FORCE LHR MEMBER FORCE LOR MEMBER FORCE LOR
1- 2 -0 Ti 6- 7 1011 01 9- 1 -263 N1 9- 2 •1392 411
-1 2. 3 -1167 T1 7- 8 710 01 8- 2 •352 N1 8- 3 516 91
8•
-1167 TI
3- 4 9 1011 Bi Wt
3
6 6
5 1
6
Ti
G- 5
92
. 6 -1
-
-2
3 N
T SPLICE: 8- 74305
T PLATES
1 1
s,_9.
12
10
T4O5'??
\2
-7"
10"-13 \ 1
=7308
SUPLEFT:
14'-110-10
SCALE:
1 FT=,1676"
2.D3 IN
h'-4- B
1'-B"-13 MN
7'-6"
5'-9
T4O8=
3
T151833 Pi
5 / ip-_h3
B T4O4= 7 T404= Ba T3D3-
2.03 IN
BRG 88 i'-4"
7'-S" 7'-Sn
DESIGN PREPARED BY TRUSS FABRICATOR
SPLICES SHALL BE 1/4 PANEL +/- 1'-0"
UNLESS NOTED.
PLATE SLOT DIRECTION AND PLATE ORIENTATION IS
INDICATED BY HASHMAR<S,
IXI, - 2x4 CONTINUOUS LATERAL BRACING ATTACHED
WITH 2-i6d NAILS IS REQUIRED AS SHOWN TO HOLD
SIZES AND GAGES SHOWN ARE CONTROLLED BY
FABRICATOR PLATE INVENTORY,
it, T -6" i
---• -
12
?10
T4O5 'R
41
9'-7"
SUPRIGHT:
123614
For ift s w tie tmheTeww"etho bod ln0 sumum. -
LUMBERMATE
Dd Olvf elan pe RlP ins En9levarm PPPtlup Se. Snv,
or a COpYright a 1994
o LAMPERTS LAKE ELMO
GREED I F
OESI JJB CNK: 09-13.199
TPI ANA
0
70P CHORD LIVE LOAD 40.00 PSF IN PLATE SERIES: LDVNe 1
Top CHORD,
LOAD
7.00 PsF
I ZOEA 219 PSI
GROSS
GOT CHORD DEAD LOAD 10.00 PSI K 16GA 00 PSI GROSS
TOTAL UNIFCRM LOAD
LOAD D11RAIION FACTOR 57.00 PSF
15%
TRUSS SPACING:
2.00 FT. CENTERS
° 71 2X4 SPF-C 42 REACTIONS: VER7. HOR. MIN.BRO.
01 2X4 SPF-C 92 1 1180 -0 1.85 14.
w N1 284 SPF-C 03 5 1180 0 1.85 IN.
TOP AXIAL ROT AXIAL
MEMBER FORCE LBR HER AXIAL
RENDER FORCE UBR NEB
MEMBER AXIAL
FORCE LOB
MEMBER FORCE LBR 7- 2 -395 611 7. 3 543 91
1. 2 -1339 T1 5- 6 1026 61
2. 3 -1157 1`1 6- 7 69D G1 6- 3 543 91 6- 4 -395 91
7-
3 1 1026 91
a 4- 5 -1
39 71
T SPLICES 7- 6=T305
T 01 ATBS
DESIGN PREPARED BY TRUSS FABRICATOR
SPLICES SHALL BE 1/4 PANEL
UNLESS NOTED.
PLATE SLOT DIRECTION AND PLATE ORIENTATION IS
INDICATED BY HASHMARKS.
PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY
TRUSS FABRICATOR PLATE INVENTORY.
10'-g" 10•_6"
5'-O"-9 5'-C"-9 S'-4"-7
12 12
SO FT 1`404= F 10
3
714 2? \,\ 4/4
-1"
13'-6"-12
SCALE;
1 FT-.2043"
Z/X
T306= /T-3-0055
1 = 5/
4"-13
V
f? 7 1`303= s 1`303°
11.85 IN - 1.85 IN
1'-4" EIRG ## ORO #1F 1'-4"
2o'-fo"
1'-8"-13 7'-C"-10 61-811-12 7'-0"-10 1'-B"-13
9'-1'•
SUPRIGHT:
13'-6"-12
583714
v7.40
LUMBERMATE
wvseeCopyright90 1994ccucte. m=
{ LAMPERTS LAKE ELMO
/ 1
DES.- JJB CNK:
TOP CHORD LIVE LOAD .00 PBF TOP CHORD DEAD LOA 47.00 PSF LT 200AE219RPSI GROSS LDUM= 1
80T CHORD DEAD LOA 10.00 PSF K 160A 200 PSI GROSS
TOTAL UNIFORN LOAD 57.00 PSF
LOAD DURATION FACTOR 15% TRUSS SPACING: 2.90 F1. CENTERS
T1 2X4 VF-C #Z - REACTIONS: VERT. NOR. MIN.BRG.
81 ZX4 SPF•C #2 8 030 0 5.50 IN.
141 2X4 SPF-C 03 6 038 0 5.50 IN.
TOP AXIAL DOT AXIAL WEB AXIAL WEB AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LOR MEMBER FORCE LBR
1- 2 0 T1 6- 7 1052 B1 8- 1 •169 W1 8- 2 •1306 N1
2. 3 -1037 T1 7- 6 1052 81 7- 2 -191 W1 7- 3 991 U1
3. 4 -1037 71 7- 4 -191 W1 6- 4 -1306 111
4. 5 -0 T1 _ 6. 5 -169 111
7'-G"
3•-911
1z
So r-
T40E'4
2
SUPLEFT:
g,_9..-2
SCALE:
1 FT-.3I
TT153P1
10"-13 1
3'_9.. - 3,-g..
T404=
3
7
r4oe=
?7153111
5/ 10"-13
1. 02-11-03 ?"'
B ?5 5? 6
"
,
'yT303' 12 12 T3O3
5.5 IN 5.5 IN
BRG BRG
1'-B"-13 3'-B"-13
7'-B' 7--S..
LUMBERMATE Cllr 1
Otvfa3un of i]plna amolmearad f•rDJuats. Inc.
Copyright ® 1994 MIST
PREPARED BY TRUSS FABRICATOR
SPLICES SHALL BE 114 PANEL +/- 1'-0"
UNLESS NOTED.
PLATE SLOT DIRECTION AND PLATE ORIENTATION IS
INDICATED BY HASHMARKS.
PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY
TRUSS FABRICATOR PLATE INVENTORY.
7'-B"
3• _9..
_ 12
io
T405 l0
41
15 ._30
SUPRIGHT:
9'-9"-2
513BI
V7.40
Y o
? o
1 ?
w
a.
a
T
T
r
W
4UC
v
E
ro
0
W
h
N
W
.n
.a
ra
N
v
w
n
0
LANPERTS LAKE ElNO u'_'?_ "'
BREW / N DES: JJB CHK: TP1 AN]
M PLAT
.00 PSF
TOP CHORD LOAD
IES! TOP CHORD DEAD LOAD - 47.00 PSF LT 20GAE219RPSI GROSS LDVN= 1
HOT CHORD DEAD LOAD 10.00 PSF K 160A 200 PSI GROSS
TOTAL UNIFORM LOAD 57.00 PSF
LOAD DURATION FACTOR 15% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 SPF-C *2
B1 2X4 SPF-C M
U1 2X4 SPF-C 03
REACTIONS: VERT. HOR. MIN.SRG-
1 273 •0 1.50 IN.
3 273 0 1.50 IN.
TOP AXIAL BOT AXIAL
L
R FOXCE
ND
M L
MEMBER FORCE
R
T1
O
E
E D
B
WEB AXIAL HER AXIAL
MEMBER FORCE LOH NENBER FORCE LBR
3- 2 •225 H1
SPLICES SHALL BE 1/4 PANEL +/- 1'-0"
UNLESS NOTED.
PLATE SLOT DIRECTION AND PLATE DRIEN-
TATION IS INDICATED BY HASHMARKS.
PLATE SIZES AND DAOES SHOWN ARE CON-
TROLLED BY TRUSS FABRICATOR PLATE
INVENTORY.
3'-0
SUPLEFT:
5'-7"-1
SCALE:
1 FT=.7758"
Is
YSIS
12
6 r-
LUMBERMATE
O1v]e 1"n o} A]Plnn Entl Snaer?a Pto a?at e, L.w .
Copyright 0 1994
PREPARED BY TRUSS FABRICATOR
5'-0"
T 153 111
2
3'-0"-B
\7153111
1.5 IN
LJRJPR IGHT:
5'-0" '
154614
v7.40
1.5 IN
1. _g. BRG
r
1'-B"-2
k'
1994 PLUMBING PERMIT (RESIDENTIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN MN SS122
(612) 681467S
PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR
CONDOS WHEN PE$QMITS ARE REQUIRED FOR EACH; UNIT.
------------
NO. FIXTURES ?p ?
SHOWER °I ?"
WATER CLOSET
BATH TUB
LAVATORY
_ KITCHEN SINK
LAUNDRY TRAY
HOT TUB/SPA
WATER HEATER.
_L FLOOR DRAIN
GAS PIPING OUTLET • minimum - t
ROUGH OPENINGS
WATER SOFTENER
PRIVATE DISP. • Dakcay. uc.
U.G. SPRINKLER • home under COUL
ALTERATIONS • to cdsimg
WATER TURN AROUND
STATE SURCHARGE
TOTAL:
SITE
OWNER
e 16'
EACH 'TOTAL
3.00 3• ° `
.
3.00
3.00
t
3 _
3.00
3.00 ,
3.00 3=015?1t
3.00
3.00 v
"
3.00 1 aCD `i '
3.00
1.50
5.00
20.00
3.00
20.00
20:00
CITY:/ &e{weff STATE: 21W/ ZIP
PHONE #: (G/Z) PY7
Pte,
'i
PLEASE COMPLETE FOR ALL COMMERCIALA NDUSTRIAL BUILDINGS. ALSO FOR MULTI-
FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH
DWELLING UNIT.
NEW CONSTRUCTION
_ ADD ON
REPAIR
WORK DESCRIPTION:
CONTRACT PRICE: $
FEE. 1% OF CONTRACT FEE.
STATE SURCHARGE: $.50 FOR EACH $1,000 OF I' FEE.
MINIMUM FEE: $, 25.00
CONTRACT PRICE X 1%
STATE SURCHARGE
TOTAL
SITE ADDRESS:
TENANT NAME: STE. #
OWNER NAME:
INSTALLER:
ADDRESS:
CITY.
PHONE #:
STATE:
ZIP CODE:
FOR:
CITY OF EAGAN APPLICANT
1994 PLUMBING PERMIT (COMMERCIAL)
CITY OF EAGAN
3830 PH.OT KNOB RD
EAGAN MN 55122
(612) 681-4675
is
PLEASE COMPLETE FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS. ALSO COMPLETE
FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WHEN SEPARATE
PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT.
DATE: P-17' g? CONTRACT PRICE:
NEW BUILDING
INTERIOR IMPROVEMENT
WORK DESCRIPTION: /__ f rv /?? ' ?eP2SI? e? y l? C?®?
FEES
1% OF g'MG"T'"; FEE $
PROCESSED PIPING: $25.00
MINIMUM FEE:
STATE SURCHARGE
TOTAL
SITE
$25.00
$.50 FOR EACH $1,000 OF I`t' FEE.
a
4
OWNER NAME: _L:e[? e `? s TELEPHONE #:
TENANT NAME: (IMPROVEMENTS ONLY)
INST,
ADDRESS:
CITY: 4, Ai%ve14STATE: ZIP CODE:
TELEPHONE #:_ z l,/Z- Z 77 1 8 7 7
SIGNATURE OF P RM=E CITY INSPECTOR
1994 MECHANICAL PERMIT (COMMERCIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN MN SS122
(612) 6814675
J
PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND
CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT.
1L NEW CONSTRUCTION
ADD-ON A/C
ADD-ON FURNACE
FIREPLACE INSERT
DATE 1,-?2` q
FEES
HVAC: 0-100 M BTU $ 24.00 -
ADDITIONAL 50 M BTU 6.00
GAS OUTLETS (MINIMUM 1 @ $3.00 EACH) 11-2 el
ADD-ON/REMODEL (EXISTING CONSTRUC110N) $ 20.00
STATE SURCHARGE 50
O
TOTAL 3(v?
SITE ADDRESS: ?) 0
0?2_
OWNER NAME: a iu / G _d, 4:y 1 e TELEPHONE #:
;;
INST.
ADDRESS:
CITY: ?U-- 94481&4 ` STATE: ??l?fl ZIP CODE:
TELEPHONE #:_{ /Z- ( l 7- 8?T17
1"4 MECHANICAL PERMIT (RESIDENTIAL)
CITY OF EAGAN
3830 PILOT KNOB RD
EAGAN MN 55122
(612) 681-4675
SUBU . - / rJ
NEW RISCEIP'F
RECEIF!' DATE
TO
JOB
owv
DATE
PLEASE BE ADVISED THAT THEME IS A FEE SHORTAGE ON TILM ABOVE
ELECTRICAL INSTALLATION IN I'HE AMOUNT OF $
SHORTAGE MIST BE PAID WHITHIN 14 DAYS.
REMARKS
?11D(°D
m
o to IUO amp service- _..._. -
_ .._._..._
IUI _to 2QU amo. service ?
TOTAL FEE 71
DRIc. RECEIPT4_,_,3._?..-_
RECEIPT DATE
RETURN A COPY OF TijTS FOptl WITN REMiI'TAW:,r-
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA159123
Date Issued:11/21/2019
Permit Category:ePermit
Site Address: 2049 Royale Dr
Lot:6 Block: 2 Addition: Eagan Royale
PID:10-22475-02-060
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 -
Vanessa L Fischer
2049 Royale Dr
Eagan MN 55122
(651) 235-6588
Pronto Heating & Air Conditioning
7415 Cahill Rd
Edina MN 55439
(952) 835-7777
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA162127
Date Issued:06/29/2020
Permit Category:ePermit
Site Address: 2049 Royale Dr
Lot:6 Block: 2 Addition: Eagan Royale
PID:10-22475-02-060
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Furnace & Air Conditioner
Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952)
445-2840.
Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
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 -
Vanessa L Fischer
2049 Royale Dr
Eagan MN 55122
(651) 235-6588
Bonfe's Plumbing & Heating
455 Hardman Ave
South St. Paul MN 55075
(651) 228-7140
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA162435
Date Issued:07/15/2020
Permit Category:ePermit
Site Address: 2049 Royale Dr
Lot:6 Block: 2 Addition: Eagan Royale
PID:10-22475-02-060
Use:
Description:
Sub Type:Windows/Doors
Work Type:Replace
Description:Two or More Windows/Doors
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow
windows, call for framing inspection. Call for final inspection after installation.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
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 -
Vanessa L Fischer
2049 Royale Dr
Eagan MN 55122
(651) 235-6588
Window Concepts Mn
291 Eva St
St Paul MN 55107
(651) 905-0105
Applicant/Permitee: Signature Issued By: Signature