1169 Lexington Ridge CtLp cl, 13 ?- 3?1 t
NTIAL BUILDING PERMIT APPLICATION
- ?S - City Of Eagan
R
- 3830 Pilot Knob Road, Eagan MN 55122 Q? b.?D
Tele phone # 651-675-5675 FAX # 651-675-569 19
New Construction Requirements Remodel/Repair Requirements ? E 1`? t?f?t?e ?e t 5?t7?t
3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas 2 copies of plan N
(20°k maximum lot coverage allowed) 1 set of Energy Calculations for heated additions Tre ePres Pfa#? f?ecd ; 3` K
2 copies of plan showing beam & window sizes; poured found design, etc. , 1 site survey for additions & decks Treep1r;s N
1 set of Energy Caiculations Addition - indicate if on-site septic system ?N.
3 copies of Tree Preservation Plan if lot piatted after 711l93
Rim Joist Detail Options selection sheet {bldgs with 3 or less units
Date C0,struction Cost
Site Address ? L ?-? ? L? ?( Unit/Ste #
WCN 1 + r
Description of Work InQt?.? C.??'1?fi 1'????
Multi-Family Bldg ? Y _ N Fireplace(s) _ 0 ? 1 _ 2
Property Owner t Telephone # 4 / 2-3-713:1
Contractor
Address i ? !l?-v? City u5C'
State Zip ZZ- Telephone # -7 13 --713:7,_
COMPLETE THI AREA ONLY IF CONSTRUCTING A NEW BUILDING
} Minnesota Rules 7670 Cate?or? Minnesota Rules 7672
Energy Code Category . Residentia! Ventilation Gategory 1 Worksheet ? • New Energy Code Worksheet
(? submission type) Submitted Submitted
. Energy Envelope Calculations Submitted
Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review
fee applies.
Licensed Plumber M ?i Telephone #(?'f
Mechanical Contractor ` ('-' Telephone #95114RZ:c7Z-VO
Sewer/Water Contractor \/Jet ^ e- Telephone #(30-3-4ZV"' 2--1 z-
I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN
Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a
permit; that the work will be in accordance with the approved plan in the case of work which requires a review and
approval of plans. ?
Applicant's Print d Name Applicant's Sig ture
OFFICE USE (JNLY
Sub Types
f
? 01 Foundation ? 07 05-plex ? 13 16-piex ? 20 Pool ? 30 Accessory Bldg
? 02 SF Dweiling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) 0 31 Ext. Alt- Multi
X- 03 01 of 'jplex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. {4-sea. } ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc.
? 05 03-plex 0 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex 0 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous
Work Types
x 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding
? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 33 Alteration ? 37 Demolish Building" ? 43 Reroof ? 46 Windows/Doors
O 34 Replacement 'Demolition (Entire Bldg) - Give PCA handout to applicant
Valuation Occupancy _ "' MCES System
Census Code Zoning RD City Water .y?
SAC Units Stories ,gBooster Pump _ llD
# of Units D/ Sq. Ft. ?-3°7C PRV ?
# of Bldgs 4 Length Fire Sprinklered /YO
Type of Const Width
REQUIRED INSPECTIONS
? Footings (new bldg) ? FinaUC.O.
_ Footings (deck) _ FinaUNo C.O.
Footings (addition) _ Plumbing
? Foundation _ HVAC
Drain Tile Other
Roof ?Y- Ice & Water Final Pool Ftgs Air/Gas Tests Final
Framing _ Siding _ Stucco _ Stone _ Brick
't?- RI. ALAir Test #- Final Windows
Fireplace ,
Insulation _ Retaining Wall
Approved By: , Building Inspector
----- ------------------ - ------ ----- ------------s --- -- ----------------------------------- -------------- --------- ------ ----- ---------- -----------
Base Fee 357 ?
Surcharge
. .
Plan Review5i?n1j-1A4
MC/ES SAC
0
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
ticense Search
Copies Other
Total
,x
Perrnit Number
REScheck Compliance Certificate cnecked By/Date
2000 Minnesota Energy Code
REScheckSoftware Version 3.6 Release 1
Data filename: C:\Documents and Settings\bmurphy\Desktop\Energy Calc_10-14-04 Plans\3 4_l l_12.rck
COIJNTY: Dakota
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Multifamily
WINDOW / WALL RATIO: 0.16
DATE: 10/ 19/04
DESIGNER/CONTRACTOR:
Tim Fuller, AIA
SALA Architects, Inc.
COMPLIANCE: Passes
Maximum UA = 795
Your Home UA = 552 iiilk
Gross Glazing
Area or Cavity Cont. or poor
Perimeter R-Value -V ue U-Fac r UA
Ceiling 1: Raised or Energy Truss 1587 3$A 0.0 40
Ceiling 2: Cathedral Ceiling (no attic) 393 38.0 OA 11
Walls - Upper: Wood Frame, 16" o.c. 3534 19A OA 168
Window 1: Above-Grade:Wood Frame:Double Pane with Low-E 487 0.340 166
Door 1: Glass 193 0.320 62
Walls - Basement:
Solid Concrete or Masonry:Interior Insulation 644 OA 11.0 46
Floor 2: Slab-On-Grade:Unheated 80 5.0 59
Insulation depth: 3.5'
Furnace 1: Forced Hot Air, 92 AFUE
Air Conditioner 1: Electric Central Air, 14 SEER
Proposed and Maximum U-Factor Averages
Above-Grade Windows and Glass Doors
Proposed
Average U-Factor
0334
Maximum
Allowed U-Factor
0370
Includes Foundation Windows > 5.6 ft2
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
specifications, and other calculations submitted with the permit application. The proposed building has been designed to
meet the 2000 Minnesota Energy Code requirements in RES checkVersion 3.6 Release 1(formerly MECchec4 and to
comply with the mandatory equirements listed in the RES checkInspection Checklist.
.
Builder/Designer ; Date -2.0
0
Y Y I
. ? ? Surveyor 9 s Certificate
SURVEY FOR : Miilerviile Homes
DESCRIBED AS : Lot 11&12, Block 1, LEXINGTON RIDGE, City of Eagan
County, Minnesota ond reserving easements of record.
INSTALL E LE TON RID
BLAiVKfT?Q - M
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- -----rts----- 99D:5
?11. 01 22.00
26.9
F,? ; w ,o Gorage o 990J
YDR4 ? o »ss o O
Proposed
Tob=992.5 p
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513-11
3. 1.50 7.50 0
LOT >0 ? 0
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Drainaqe ond Utiiity Easement
???;?L PMOT
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GE COURT.; , a=
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990.4 o N
...?. 990. .P._ 'n
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m
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.119.00 1.50o O
o :rn
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LOT f3
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2-Story
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NO 9'pcw w/o 2-Story
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,
? Townhomes pcw w/o
9 ?
Proposed Townhomes
Proposed
14.00 tf
u, 12 !" 14.00
p p? ? 16.45 16.45 ? Deck o
g??_ 17.54 17.54 0
) vv
\ i•i{
? 98?.7
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00 Proposed
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6 Tob=993.3
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S89'40'54"W 106.00
IEWED
By
Date 1o/7lQ4
w?
EAGAN FNGINEF.RING DEPT.
INSTALL
SILT FENCE
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?
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LOT SQ. FOOTAGE = 8,268 HSE SQ. FDO TA GE = 5,069 ?
LOT COVERAGE = 61% ; 11-
PROPOSED ??,,,?s??;;.:•?-•-,:;;? ??.
ELEVATIONS : ?,`?;•` •?',?'?
Top of Foundation = 991.3 ; SURV
Garage Floor - 990.9 ?YOR
Basement Floor = 982.3 ' r??;•., ?437,6 ; p
ElevService = 97?j 11 /977.5-12
oposd Sewer
P
Existing Elev. _
Drainage Directions =
Denotes Offset Stake =• scALE: i inch = 30 feet
-? ?
MIN. SETBACK REQUIREMENTS
Front - House Side' -
'Rear - Garage Side -
JOB N0:
A
?
? Q
BENCHMA
HEDLUND ' HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION 04R-593
:n-
OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYEO
8Y ME OR UNDER MY DIRECT SUPERVISION ANO DOES NOT PURPORT TO BOOK: PAGE:
PLANNJNG ENGINls'BRING SURVIs'YING SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN.
2005 P1n Oak Drive ?•
Eagan, MN 55122 DATE O ?/-4--/Q-4- CAO FlLE:
Phone: (651) 405-6600 F 0. U GREN, LA SURVEYOR
Fax: (651) 405-6606 MINNESOTA UCENSE NUM R 14376 Lex-Ridge
.?
?
?
Date: 5/912005 Revision Date: 5/9/2005
Site Information
Address 1:
Address 2:
City: EAGAN Caunty:
Application Information
Business Name: MILLERVILLE
New Construction
Project #: TOWNHOMES
Lot: Block:
Subdivision:
MN Contractor License #:
Contact Person: RAY MILLER
Office Ph: 612-723-7137 Fax: Cell Ph:
Address 1: 1566 MURPHY PKWY
Gity: EAGAN State: MN Zip Code: 55122
House Details
Square Feet: 2806 sq. ft. Avg. Ceiling Ht: 9 ft.
Number of Bedrooms: 4
Yentilation : Balanced
Total Ventilation Capacity : 110 cfm.
Minimum Continuous Ventilation :75cfm.
Intermittent Ventilation: 35 cfm.
Combustion Appfiance
Water Heater: Power Vent Input BTUs: 50,000 Independently Vented
Fumace/Boiler: Direct VenUSealed Combustion Input BTUs: 80,000 fndependently Vented
4ther Combustian Aaaliances
Gas Fired Direct Vent Fireplace(s): Yes
Gas Fired Natural Draft Fireplace(s): No
Gas Fired Power Vent Fireplace(s): No
Salid Fuei Appliance(s): No
Exhaust Equipment
Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135
Exhaust Fan Rating (cfm): 500
Make-Up Air
Total Make-Up Air Required (cfm): 114
Passive Make-Up, Round Rigid: 6 inches or fnsulated Flex: 7 inches
Combustion Air
Round Rigid Required: 4 inches or Insulated Flex: 5 inches
Applicant Name (print): N1Lt-Ef(.J (LLf- )i?C, Signature/Date:
Code Official (print): Signature/Date:
(C'1 1(10d ['c•ntarPnint Fnarmr TvTinnPnaern 7(1(ld Adanhanipal CMa CniAalinac Pacra 1
Site address: Lot l` Block /
s S7C?? ??- ?
Subd.
On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air
tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be
submitted prior to issuance of a Certificate of Occupancy.
_ This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670
OR
This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674
APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTING TYPE
Water Heater W, 44t - SO l3 o C7 000 3i1 P1??
Furnace o 00 R? ?L
Dryer ? L-C- CL£CrkoJt G 22 1,J Z2 Cf ?rS M x
EXHAUST SYSTEM
LOCATION
TYPE
MODEL
CFM's VENTED
YES NO
Kitchen kitchen :5
Bathroom 1 ??` 3 roc, h ??'d <74
Bathroom 2 o v Q g?
Bathroom 3
<< ??
Pe.A
ra
Q`U ?,1 ?
?(?
P/°
Bathroom 4 V etf- g (2- _.0 cL v\ ? 47
Other
FIREPLACE S
LOCATION
GAS
WOOD
MANUFACTURER
MODEL
BTU'S VENTING
DIRECT ATMOS
rLr'47 Qdvn? ? -r ,? u, G 000 -Ff2 I-( p i ? oC)o
MAKE•UP AIR MODEL TYPE CFM's
-1 ,' r-4 I L? v o (?V f.) S'.
I hereby acknowledge that the above information is correct and agree to comply with the Minnesota Energy Code and City of Eagan
requirements.
"A IA f ?
; I Zo 0
ignat ' Date
l d/Ltl / L
Company Name
* This form is the responsibility of the General Contractor.
Mar 18 05 06:05p Jerry Palms 6123783736 p.2
STRUCTU R E S
Jerry Ra1ms P.E.
Structural Engineer
416 hlennepit) Avenue Easr
Minneapolis MN 55414
613 / 378 0393 (Vpicc)
612 ! 378 3736 (Fax)
;::.trurl?Frc?koanl:cunl
?.?, ir'.? 6(,63-?
MEMORANDUM #b
LEXINGTONI RIQGE TOWIVHOMES
DtFFLEY ROACT AT LEXINGTflN WAY
CACnN MN
SALA. #04t')7o
,.. 5TRUCTURES #0408-2
March 18, 2005
Jeff Wheeler
Building Inspections
City of Eagan MN
Dear Jeff
At the request af Ray Miller, I have reviewed the following structural conditions which
you observed during a recent site visit at the abcave referenced praject. There are aLso a
caupie of additional concerns which will be addresscd when the contxactor and I have an
oppartunity to meet on the site the week after next.
'049
Tt as my understanding that all of these concerns are reiated to Unit 11, *hich is currently
under canstruction. However, if similar conditions should arise later in the groject, they
may aiso be addressed in the same way:
Item #1: Steel post bexring on qud footing- T'he contractar has selected a steel post
wi#h an adjustable screw jack. The screw jack has been pasitioned at the bottom entl of
the past. You have vbserved that the contractor's in~tallation of the post varies in two
respects from what I specifed in the structural notes:
a.) Whereas I called far 1/z" or so af grout under the post bearing plate, the post was
instal.ied wiihout grout.
Evaluation: Aithough grout helps to distribute the laad from the post evenly over the
concrete foating, I can neverthcless approve af this instaliation in this ease.
b.} VJhereas I called for an anchor bolt comiectivn between post and footing, the
contractor's methad of installation will serve the same purpose just as well.
Mar 18 05 06:05p Jerry Palms 6123783736 p.3
STRUCTURES
}erry Palms P.E.
Siructural Engineer
416 Hennepin Avenae £ast
Minneapolis MN 55414
612 E 37$ ()39:3 (Voice)
612 1378 3736 (Fax)
JE:RViF4.:: . :::til1tEC([Ei Cti.l1P1 .
Evaluatioii: My purpose was #o assure tliat the past cannot nlave. pnce the contractor
pours the floor siab around tize post, the post will be loeked in piaee, and tlxe same
purpose will be accampIished.
Item #Z: Steet beams bearine at end walls: The contractor has indicated that in twa
cases a steel team bears only 1%2 inches an the wa1L In ane case, the wall is wofld. stud
canstruction- In the other case, it is a concrete wall.
Evaluation: Where a steel bearn bears an a wood wall, the contractor will fur out the
wall with a treated 2x6, nailed continuausly to the existing wood post in the wall. The
2x6 should be installed very snug. This will provide a minimal, but aciequate, 3" of
bearing for the steel Ueam. Where a steet beam bears on a concrete wall, the contractar
will add a 4x4 parallam post under the steel beam. If the parallarn is not treatecl, it musE
bear on treated waod in order to isolate it from any concrete. Again, the past should be
installed as snug as possible.
Item #3: Window header at uaner floor: At the upper roof framing plan for Plan "A",
I called for a(2)2x 10 header at one of the end windaws. A(3)2x8 header will alsa be
adequate.
Sincerely,
Jerry Palrns PE
Sti-ucrural En(gineer
< STRUCTl1RES
Mnecrt 18, 2005 f PaaE 2
MRy-12-2005(THU) 10;37
517 First Street
Farmktgton. MN 55024
(551 )453-9333
(651 )483-9339 - Fax
Iffo"0OL__
To: Jeff
Fronu
..._ .?
Fa= 651-675-5694 Pag? 1
Ptionm oabe; 6-12-05
Ra Spray foam info Cc:
?Urgont 0 Far Rwirw a Pleaaa Comment C) P1ame ReOy G Please Recyds
The fcam was ura?eat ioam °:, ?-. P. 0 0 1 / 0 0 1
• Commantu .
We usad as? one spray foam Iri the clm jcist area at L.eWngton Ridge
.. . ,,
t 666 3?
A
.7
.
.
AUTOMATED BUILDING COMPONENTS, INC.
CUMPONENT PIANT
May 9, 2005
Lexington Ridge Townhomes
Millerville
Attn: Aaron Topp
Unit A, Lot ?K //
1169 Lexington Ridge
Eagan, MN
I have inspected the floor trusses in this unit and find them to meet the required
specifications.
C" ?
Chuck Schultz
Sales Rep.
Automated Building Components
?
P.O. BOX 7 • MONTROSE, MINNESOTA 55363 • TEL. 763-675 7376
HRr 06 05 09:15p Jerrti PaZms 6123763736 R.2
ARCHISTRUCTURES
)eny Palms F.E.
Structurat Engirwer
416 Hennepin Aveoue East
Minneapalis MN 55414
612 ! 37$ 0393 (Voice)
612 1378 3736 (Fax)
atc ieslrocltuesFead.com
NIEMORANDUM #7
LEXINGTON RIDCE TOWWtfOMES
DIffLEY ROAD AT LEXINGTdN WAY
EncnN MN
SALA #t}4070
ARCHlSTRUCTURES #0448-2
Apri16, 2005
Jeff Wheeler
Building Inspections
City of Eagan MN
Dear Jeif-
At the request of Ray Miller, I have reviewed the following structural conditions which
you observed during a recent site visit at the above refierenced project. Again, thank yau
for alerting me to these caneerns, especially Item #S belaw.
Please also refer to Merciorandum #6, dated March 18, 2005, in which I previously
addressed three of your concerns, which I have listed as Items #1, #2 and #3. I visited the
site on Thursday to rnake observations related to two additioral concerns, which are
listed in the fallawing as Items #4 and #5. It is my understanding that all of these
cancems are related to the unit uncler construction at 1169 Lexingtan Ridge Court.
However, if similar ccraditians should arise elsewhere on the project, ttey may aIso be
addressed in a similar way.
Item #4; Yertical erack in the conet•ete basement foupdation walt: The vertical crack
extends almast full height of the north wall. It is a micro-crack which appeazs to have
formed shortly after the wall was poured, while the concrete was still curing.
Evaluation: Assuming that the #4 @ 2'-0" horizontal steel reinforcing was placect as
specified, the cracks wautd not have been caused by shrinkage. Most often, vvhen a
vertical crack forms while the conerete is still curing, it is beeause the wall was
accidentally knocked during the ba.ckf ll process. However, based upan my abservatians
and discussion with the contractor, I was not able to make a definitive determina.tion af
the cause.
In any case, the crack does not compromise the structural capaeity of the wall. No repair
is required.
Hpr OB 05 09:17p Jerry Palres 6123783736 p.3
ARCHISTRUCTURES
)erry Pafms P.E.
Structural Engioeer
416 Heonepin Avenue East
Minneapolis MN 55414
612 / 378 0393 (Voice)
612 ! 378 3736 (Fax)
jenyEdm, hisNudiues.ne4
Item #5: Bracias the toa of the coacrete basement foundation walb: I observed that
the top of the north foundation wall is unlxaced by any blocking, sa that soil pressure
against the wall could cause it to move forward.
Evxlnafion: As a genera:l performance standard, it is essential that the top of tle concrete
foundation wall be effectively braced against passible inward movement that could be
caused by e2rterior soil pressure. In this case, floar trusses run parallel to the north wall,
so that sor-te system of blocking must be installed perpendicular to the trusses. Norntally,
this blocking would be installed at 24" an center, similar to the spacing of the trusses. It
is essential that the blocking be effective in bracing the top of the concrete wall hy
transferring any toad from the top af the wail into the plywood diaphragm of the floor.
In the present crase, the north wall is comprised of relatively short lengths nrterrupted by
jogs in the wait. As nated in the code, such a wall of irregulaz construction is at least
partially self-'Isracing. However, it is not prudent to ignore the bracing entirely, since a
wa!! faiiure would be costty to repair.
Recommendation: Please refer to the attached Detail Sheet D4, where I have provided a
sampte bracing solution. I know that the contractor must rnake room for ductwork, so that
if this solutian does nat work in every case, the cantractor is responsible to pmvide
alternate bracing of equal or better capaeity according to the above performance s?tandard.
I may be coniacted for additional assistance.
Sincerely,
Jerry Patms PE
Structural Engineer
ARCHISTRUCTURES
Copy to: Ray Miller / Millerville Inc
1 hereby certify that this plan, specifica-
tion or report was prepared by rtw or
under my direct supervision and that i am
a duly registered professiojaa I engineer
under theaws 9f the sta"11Ainnesota.
MN R"9033 m Aprii G. 3005
ArruL 6, 2005 ! Pace 2
_ .?9}ct/YC, TQK R?OG6 eov4
!-1b 9 __L?Su1NG.TON .QtDGE . .___r
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s4/10 11-?L4ol?
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,bN4y t? ?'?? e?vt'SlJ? v ly aa2.AC. tivG. 66 RE9+°R,
WAI-L, S P.4N,s 1 acri5lI-
P T,??' 6 ? ?V'?v }?{l?Ri Z, A??(!I1 ?eodOA14. A/Atti.,,
TME J'11-4 A6AM457- r"!ve WALL
Is A T" 1j`1AxtNrdrr ,of 91.
. nezeby certifp thai this plan, specificatior,,
.)x report was pxepaied by me oi under m.y
-3uect supervision and that I am a duly
Registexed Professional Engiueez undei the
taws of the State of Minn.esotu.
?
?,? ??
Date 1 Aeg. No.
Address: 1169 Lexington Ridge Ct Zip: 55121
Lot: 11 Block: 1' Subdivision: Lexington Ridge
THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON 14 ( I O S--
Yes No Comments
Final rade - 6" from siding
Permanent steps - ara e
Permanent ste s- main ent
Permanent driveway
Permanent as
Retaining Wall or 3:1 Max Slope
Sod/Seeded lawn
Trail/curb damage
Porch
Lower level finish x
Deck
Fire lace
/
• Verify with your builder that roof test caps from the plumbing system have been removed.
• Turn off water supply to the outside lawn faucets before freeze potential exists.
• raL the City's Engineering Departnient at 651-675-5646 prior to working in right-of-way or installing
irrigation system.
? BUILDING INSPECTOR:
?
CONTRACTOR:
Millerville
1566 Murphy Parkway
Eagan MN 55122
V70,
7Ae25 2006 RESIDENTIAL BUILDING rExMrr ArrLicATioN
City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694
New Constructlon Requirements RemadeURepair ReauiremeMs offilli?,??
3 registered site swveys showing sq. ft. oi'W, sq. 8. of house; ard a!i roofed areas 2 copies of plan showing footings, beams, jasts </ Cattt? 8urvoyAsid ,_._ Y_,, N
(20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions ._„ Tme fMS t'on ReGd _Y_ N
2 copies of plan showing beam & window s¢es; poured found design, etc. 1 site survey for additions & decks --_ Free Pme ReWW Y N
1 set of Energy Calculations Adddion - ind'rcate if on-site septic system ? Y_ N
3 copies of Tree Presenration Plan 'rf lot platted after 7/1/93
Rim Jast Detail Options seledion sheet (buildings witli 3 or less units)
Minnegasco mechanical ventilation form
Date Construction Cost IK0,000 - s'b Oap
Site Address ??lp 9 A4X;r1A. /64,1 Ri!(q,L C? UnitiSte #
Description of Work r" ,.h i;l? A we r P l/e ?
Multi-Family Bldg ? Y_ N Fireplace(s) _ 0 _& 1 _ 2
Property Owner / 4Pe Telephone #((? S/ j yS4? fd
Contractor
Address City
State Zip Telephone # ( )
COMPLETE THIS AREA QNLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 CatejzM 1 Minnesota Rules 7672
Energy Code Category . Residential Ventilation Gategory 1 Worksheet • New Energy Code Worksheet
(4 submission type) Submitted Submitted
• Energy Envelope Cafculations Submitted.
In the last 12 months, has the 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 # ( )
Mechanical Contractor
Sewer/Water Contractor
Telephane # (
Telephone # (
I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN
Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a
permit; that the work will be in accordance with the approved plan in the case of work which requires a review and
approval of plans. ? ? ? ? W IE
? l O //?'73 " ?-eo D 6?24 ?'
R
A plicant's Printed Name A icant's Si re
?
DO NOT WRITE BELOW THIS LINE
Sub Types
? 01 Foundation
? 02 SF Dwelling
? 03 01 of _ p(ex
? 04 02-plex
? 05 03-plex
? 06 04-plex
Work Tvpes
? 31 New
? 32 Addition
9 33 Alteration
? 34 Replacement
? 07 05-plex
? 08 06-plex
? 09 07-plex
? 10 08-piex
? 11 10-plex
? 12 12-plex
Description: Water Damage
Valuation 200 v
Plan Review 100°k or
Census Code
SAC Units C>
# of Units l
# of Bldgs '
Type of Const S
_ Footings (new bldg)
_ Footings (deck)
_ Footings (addition)
_ Foundation
Drain Tile
Roof Ice & Water
? Framing?
? 13 16-piex
? 16 Fireplace
? 17 Garage
? 18 Deck
'j( 19 Lower Level
? 20 Pool
? 21 Porch (3-sea.)
0 22 Porch/Addn. (4-sea.)
? 23 Porch (screen/gazebo)
0 24 Storm Damage
? 25 Miscellaneous
? 30 Accessory Bidg
? 31 Ext. Alt - Multi
? 33 Ext. Alt - SF
0 36 Multi Misc.
? 35 int Improvement ? 38 Demolish Interior ? 44 Siding
? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 37 Demolish Building* 0 43 Reroof ? 46 Windows/Doors
*Demolition (Entire Bldg) - Give PCA handout to applicant
Yes
25%
Final
Occupancy g - ?12 MCES System
Width
Zoning City Water
Stories Booster Pump
Sq. Ft. PRV
Length Fire Sprinklered
REQUIRED INSPECTIONS
Sheetrock
? FinaUC.O.
? . FinaUNo C.O.
Fl HVAC
- Othcr
_ Pool Ftgs Air/Gas Tests Final
_ Siding _ Stucco Lath _ Stone Lath _Brick
_ Windows
_ Retaining Wall
? Fireplace _ R.I. _ Air Test _ Final
Insulation
/? e?
Approved By: ? 0" T, Building Inspector
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
License Search
Copies
Other
Total
7aa?q,6-
2006 RESIDENTIAL PLUMBING PERnniT aPPLicarioN
CITY OF EAGAN
3830 PILOT KNOB ROAD, EAGAN MN 55122
651-675-5675
Piease complete for modifications to existing residential dwellings.
OZ I, _1z
Date ?_ / 7 / c> 4?o
Site Street Address _lQOP? Ce S<< F1&-r-?- F\ P2 c EL e_ 4'_'T . Unit #
Property Owner _Ev ? (e e t----D Telephone # ( )
Contractor QC5!,NI Hf1 Telephone # -!2!5?a?
Address a ?I Sf / ,???-P9 40C- City State/A/4-s Zip13'?a+_
The Applicant is: ^ Owner -eContractor ^ Other
Septic System i New , Refurbished Submit 2 sets of plans and MPC license Includes County fee
$ 100.00
Per as-built $ 10.00
Alterations to existing dwelling $ 50.00
? Add plumbing fixtu[?es. This fee includes installation of a water softener and/or water
heater at the same time. if you are instailing onlv a water softener and/or water
heater, do not complete this section; move to the next section and check the
appliance(s) you are installing.
_Septic System Abandonment
_ Water Turnaround (add $130.00 if a 5/8" meter is required)
Other:
Water Softener Water Heater $ 15.00
_ new _ replacement
Lawn Irrigation RPZ _PVB _new _repair rebuild $ 30.00
State Surcharge $ .50
7otal $
- _
I hereby apply for a Residential Plumbing Permit and acknowledge that the info s complete and accurate; that the
work will be in conformance with the ordinances and c e of the C' E an and the plumbing codes; that I
understand this is not a permit, buf only an appficafion for a it, w rs not start without a permiY and work will be in
accordance with the approved plan in the event a plan is req dlo be revie d and approved. ,
&1f.?1?.5 ??'. ??
Applicant's Printed Name A i nt's Signature
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( ForOfficeUse---------�
� j Perr`�it#; � ���� j
Cl�y Of ����Il � . y'r-/�.. /�;�� �
� Permit Fee: 1 lfJ'UJ `� I
3830 Pilot Knob Road
Eagen MN 55122 � Da1e Received� �
Phone:(651)675-5675 � �
Fax:(651)675-5694 I Staff � I
I I
`��.��`�� ��������J
014 RESIDENTIAL BUILDING PERMIT APP�ICAT�ON
�� �t/� � �/
Date: �` � / Site Address; /�L� /�� � ��_ /� �'�� Unit�:
Name:�.-GJe��t�� .IZZ1C9v �1' t✓'�� Phone: ��Z":�fi�2�,5 �'`
Res ident/
Owner Address/City 1 Zip:��r I�• ��'7!-i
AppliCant is: Owner � Contractor
Type of Work Description of work: ��- �}�_�-��
� 4
Construction Cost: �� L��' Z3 MuNi-Family Building:(Yes_�/No�
/ /� r�
Company:V�� ��-'�lt�N'�%G�N�7+�o���K� -��- Contact: /��.el�%�--.
Contractor Address;��c' �`�S��-"+� L� ��-"`�� �c�-�;/ c�ty: ,�����u��
State:� �r' z�p:S��y? Phone: �`'Z�Z�3G 35�5 ErnaiI:O�P�v.�:-���7�'ts lL'''��`�''�'
License#:tx=- �G'� 7�Y�' Lead Certifleate#: .,�G`�� �/'��j T ✓
If the project is exempt frorn lead certlficatiort, 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 Clty of Eagan issued a permit for a slmllar 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:P/ans and supporting documents that you submit are considered to be public informatlon. Portlons of
the intnrmatio�may be classltied as nvn-pubNc!f yvu provlde specific reasons that would permii the Clty to
conclude that the are frade secrets.
CALL BEFORE YOU DIG. Call Gopher State One Call at 651 454-0002 for rotection against underground utility darnage. Call48 hours
qefore you intend to dig to receive locates of underground utilities. www, o herslateonecall.or
I hereby acknowledge that this information is complete and accurate;that the work will be in conformance wlth the ordlnances and Codes ot 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 lhe approveti plan in the case of work which requires a review and approval oi plans.
Exterlor authorized by a bullding permii issued In accordance wlth the Mlnnesota State Bulldlnp Code must be completed wlfhln 180
da e U Isauanca.
J
x �_�.-�r►^/�t%'r''�/lTf� x 1��� `
Appltcant's Printed Name Applicani's Signature
Page 1 of 3