682 Red Pine Lane
C'?, ?50rl Q.
RESIDENTIAL BUILDING
Permit Application
? ?-e-A na Lk) 00 G4 City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694
New Construction Reauirements RemodeVReoair Reauirements
3 registered site surveys showing sq. ft. of lot, sq. fL of house; and all roofed areas 2 copies of plan
(20°/a maximum lot coverage allowed) 1 set of Energy Calculations for heated additions
2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks
1 set of Energy Calculations Additian - indicate if on-site septic system
3 copies of Tree Preservation Plan if lot platted after 7/1193
Rim Joist Detail Options selection sheet (bldgs with 3 or less units ,?/• ????_?
--
? ?? ? v . c)
?P 96 ?3I-(YI)
a ? Office se QnN
CeR of Survey Recd kL2.Y _ N
Tree Pres Pian Recd _ Y_ N
Tree Pres Reqd _ Y ?X.N
On-site Septic System _ Y_ N
''??eA, S,(4Rs Na`j'_rftU?;d`
Date ? / C I Construction Cost c? -75/ v C) 0 • 0 D
SiteAddress 6 pll ?e.- L-C-A
r)CI Unit/Ste #
Description of Work
Multi-Family Bldg _ Y)( N Fireplace(s) _ 0
7L 1 _ 2
Property Owner a_n I c-Q ? r c) _?_h Cl S Telephone # W?
Contractor MC-n ` ?_L2) rUqYCCS
Address CD
State Zip ? City ? ?--n
Telephone # (l!??l) ? ? / ? ? ? COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
Minnesota Rules 7670 Cat?1 Minnesota Rules 7672
Energy Code Category ? tm'. ? ? '? i Residential Ventilation Cat ryLl=Wor -ksheet New Energy Code Worlcsheet
(?l submission t y pe) S u b m i tt e d S u b m i tt e d
Energy Envelope Calculatiatgith s Su¢}?t?d l 6 2004 ' Ud
t?
Have you previously constructed a building in Eaga mila r plan? ?YN If so, 25%fl plan review
fee applies.
Licensed Plumb??i?`-?'?'?_ Telephone #(?? ?
Mechanical Contractor Cle-n Telephane # (C161)
Sewer/Water Contractor Telephoneq(5D )
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 Printed Name Applicant's Signature
OFFICE USE ONLY
Sub Types ? - .
9
? 01 Foundation ? 07 05-plex ? 13 16-piex ? 20 Pool ? 30 AccessoryBldg
?K 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) 0 31 Ext. Alt - Mult+
? 03 01 of _ plex ? 09 07-plex 0 17 Garage 0 22 Porch/Addn. (4-4sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex O 18 Deck ? 23 Porch (screeNgazebo) ? 36 Multi Misc.
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storrn Damage
? 06 04-plex ? 12 12-plex Plbg_Y or ? N ? 25 Miscellaneous
Work Types
?< 31 New ? 35 Int Improvement ? 38 Demolish {Interior} ? 44 Siding
0 32 Addition ? 36 Move Bldg. ? 42 Demoiish (Foundation) ? 45 Fire Repair
? 33 Atteration CJ 37 Demolish (B(dg}* ? 43 Reroof ? 46 W+ndows/Doors
? 34 Replacement ' *Demolition (Entire Bldg) - Give PCA handout to applicant
Valuation ?-l ? Occupancy MC/ES System
Census Code Zoning ? City Water
SAC Units Stories Booster Pump
Nbr. of Units ` Sq. Ft. PRV
Nbr. of Bldgs ? Length r Fire Sprinklered
Type of Const Vh,,,.,k Width
REQUIRED INSPECTIONS
_X Footings (new bldg) ? FinalJC.O.
_ Footings (deck) FinaUNo C.O.
Footings (addition) , Plumbing
?C Foundation _ HVAC
_ Drain Tile Other
Roof Ice & Water Final Pool *ep Air/Gas Tests FFiual
Fr
amingSiding Stone ay?
R t? _
Fireplace ( R.I. Air Test 4Final Windows cement)
? Insulation Retaining Wall
Building Inspector
Approved By
Base Fee ------- ----- - -- --- ?---1 " "1 4'
Surcharge y /
Plan Review IT, go
MC/ES SAC ? I x l
City SAC "? 5"y
Utility Connection Charge C-7
S&W Permit & Surcharge
Treatment Plant L-)
License Search
Copies r1 'A? ?? .
Other uv v?'?`??
Total f `uorA
1
k
REScheck Compliance Certificate
2000 Minnesota Energy Code
REScheckSoftware Version 3.5 Release le
Data filename: C:\Program Files\Check\REScheck\mbcOl OS.rck
PROJECT TITLE: mbc0105
COiTNTY: Dakota
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
DATE: O 1 /07/04
DATE OF PLANS: 1/07/04
PROJECT DESCRIPTION:
Sienna Woods Spec #1
Lot 3 Block 1 Sienna Woods
682 Red Pine Lane
Eagan, MN
r
DESIGNER/CONTRACTOR:
Manley Bros Construction
COMPLIANCE: Passes
Maximum UA = 658
Your Home UA = 582
11.6% Better Than Code (UA)
Permit Number
Checked By/Date
Gross Glazing
Area or Cavity Cont. or poor
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Raised or Energy Truss 1641 44.0 0.0 36
Ceiling 2: Cathedral Ceiling (no attic) 165 25.0 19.0 4
Wall 1: Wood Frame, 16" o.c. 689 19.0 0.0 27
Window 2: Above-Grade:Vinyl Frame:Double Pane with Low-E 227 0.350 79
Wa112: Wood Frame, 16" o.c. 1612 19.0 0.0 75
Window 3: Above-Grade:Vinyl Frame:Double Pane with Low-E 305 0.350 107
Door 1: Solid 41 0.350 14
Wa113: Wood Frame, 16" o.c. 1744 19.0 0.0 88
Window 4: Above-Grade:Vinyl Frame:Double Pane with Low-E 251 0350 88
Basement Wall 1: Solid Concrete ar Masonry 971 11.0 0.0 54
Wall height: 8.8'
Depth below grade: 8.2'
Insulation depth: 8.8'
Floor 1: All-Wood Joist/Truss:0yer Outside Air 12 30.0 0.0 0
Floor 2: All-Wood JoistlTruss:Over Unconditioned Space 312 30.0 0.0 10
Furnace 1: Forced Hot Air, 90 AFUE
. Proposed and Maximum U-Factor Averages
Proposed Maximum
Average U-Factor Allowed U-Factor
.
Above-Grade Windows and Glass Doors 0.350 0.370
Includes Foundation Windows > 5.6 ft2
Floors Over Unconditioned Space 0.033 0.033
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 3.5 Release le (formerly MECchec? and to comply with the mandatory
requirements listed in the RES checkInspectipn Checkli . Liu
? ?/?
Date V
Builder/Designer Lz?
4 IYL& - -
I3% EScheck Inspection Checklist
2000 Minnesota Energy Code
REScheckSoftware Version 3.5 Release le
DATE: 01/07/04
PROJECT TITLE: mbc0105
PLAN REVIEW AND INSPECTION ISSUES
This list of items may be helpful for Plan Reviewers and Building Inspectors to use as a guide for enforcing the
Minnesota Energy Code. The items apply to Group R, Division 3 Occupancies, one- and two-family residential
dwellings. The items marked with * apply only to detached one- and two-family
residential dwellings.
PLAN REVIEW ISSUE5
FOUNDATION INSPECTION
[] foundation wal] insulation R-5 minimum
[] foundation insulation extends from top of wall down to top of the footing
[] exterior foundation insulation is covered by a protective coating finish
CONCRETE SLAB OR UNDER-SLAB INSPECTION
[] slab on grade perimeter insulation R-5 minimum
[] slab insulation extends from top of slab to design frost line or top of footing
[] floors over unheated space R-30 minimum
WINDOWS / DOORS / SKYLIGHTS
[] average U-value is 0.37 maximum for windows and glass doors (excludes foundation windows)
[] window U-values consistent with building plan and RES check Certificate
[] window and door areas consistent with building plan and RES check Certificate
MECHANICAL VENTILATION ISSUES
[] residential mechanical ventilation system provides adequate ventilation per code requirements*
[] furnace efficiency is consistent with RES check Certificate or building plan
[] protection against excessive depressurization is installed per code requirements*
ENVELOPE INSULATION FOR PLAN REVIEW
[] interior basement insulation R-5 minimum (if no exterior insulation)
[] ceilings with attics R-38 minimum or consistent with building plan and RES check Certificate
[] wall framing and insulation level is consistent with building design and RES check Certificate
INSPECTION ISSUES
CONCEALED INSULATION
Framing and Sheathing
[] wind wash barrier installed at attic edge
f 1 exterior wall corners framed so that insulation can be installed after exterior sheathing is insta.lled
[] intersections of interior partition walls and exterior walls framed so that insulation can be installed between the
partition and exYerior sheathing after exterior sheathing is installed
[] gaps between framing less than one-half inch are eliminated by securing framing together ar are insulated at the
time of assembly *
' [`] all penetrations between conditioned and unconditioned spaces made prior to framing inspection are sealed *
Interior Air Barrier
[] all fire stops are air sealed
[] pipes, ducts, wires, equipment and flues and chimneys through the interior air barrier are sealed
[) a sealed continuous interior air barrier is installed on the warm side of the building envelope at ceilings, walls,
and floor rim joist areas *
[] air barrier behind tub and shower is sealed and protected
[] recessed light fixtures are sealed
Envelope Insulation
[ ] basement insulation R-5 minimum
[] wind wash barrier on wall separating house and garage is sealed
[] loose fill insulation is prevented from entering the eaves
[] insulation on skylight shafts and walls exposed in attics is supported on the unconditioned side
Attic Insulation
[] attic access panel insulated to R-38 for ceiling panel and R-19 for wall panel
[] attic card attached to framing near access opening
[] notification of attic R-value and date of installation posted near building permit inspection card
This is a summary only. Other requirements may apply. See the Minnesota Energy Code. Questions? Call the
Department of Public Service Information Center at 651-296-5175 or 1-800-657-3710.
. T
LOT SURVEY CHECKLIST FOR RESIDENTIAL -
' . , BUILDING PERMIT APPLICATION
6c, /60W5
PROP ERTY LEGAL:
DATE OF SURVEY: /--1Y- 10 !Z
LATEST REViSION: ZA - A !V-
m
m
c
?o
t
v
Q ?
O Z Q DOCUMENT STANDARDS
? ? • Registered Land Surveyor signature and company
? ? ? • Building Permit Applicant
? 0 ? • Legal description
0 *W • Address
? 0 • North arrow and scale .
)K ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.)
? ? ? • Directional drainage arrows with stope/gradient 9'0
J? 0 0 • Proposed/existing sewer and water services & invert elevation
? ?
0 "P
ob •
• Street name C r`nco"ecf) _
Driveway Ceas"t e,??e ?-vtrssi`???
? ? • Lot Square Footage
? 0 aftib • Lot Coverage
ELEVATIONS ??'PasExistin
? ? ? • Sewer service (or Proposed) ? yri "Je, Pu".,p prqpos-ecaQ ?
? ? ? • Property comers
,,? ? C • Top of curb at the driveway and property line extensions
?' 0 0 • Elevations of any existing adjacent homes
3r 0 0 • Adequate footing depth of structures due to adjacent utility trenches
? 0 qo& • Waterways (pond, stream, etc.)( i,v; SS% at9)
Prooosed
;?T ? ? • Garage floor
;? p ? • Basement floor
,? ? ? • Lowest exposed e{evation (waiko window)
? ? 0 • Property comers
? p o • Front and rear of home at the foundation
PONDING AREA (if apQlicable)
? 0 0 • Easement line
?' ? ? • NWL
? L] ? • HWL
p ? ? • Pond # designation .
0?10 • Emergency Overflow Elevation
? ?' ? • Pond/Wetland buffer delineation
DtMENSIONS
? 0 0
? 0 cl
0 ?
X 0 ?1
;9 0 CJ
0 )K 0
• Lot tines/Bearings & dimensions'
• Right-of-way and street width (to back of curb)
• Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings) .
• Show all easements of record and any City utilities within thuse easements
• Setbacks of proposed structure and sideyard setback of adjacent existing sUuctures
• Retaining wall requiremenis, if any a ra s /
Reviewed:
G:/FORMS/Building Permit Application
Name
Date
P10NEEF1
• * englneer
T y ?, 7?
T
IAND
- L2422 Enterprise Drive
ndota Heights, MN 55120
d1) 881-111114 FAX:881-9488
LANU PUNNERS• UINDSCAPE ARCHITEC75 625 Highway 10 N.E.
Blaine, MN 55434
(70.3) 783-1880 FAX:783-1883
Certificate of Survey for: MANLEY BR-OTHERS CONST
w 682 RED PINE LANE BUYER: SPEC EAGAN, MINNESOTA
LOT AREA = 1'8.624 sq.ft. ?
WOUSE =ARE'A' = 1";472,;sq. ft.
GARfAGE AREA = 897 sq, ft.
PORCH/ PATIO = 48 'sq. ft.
DRIVEwAY AREA = 988 sq. ft.
COVERAGE = 18.3%
P'
N 89'58 09"E
? Q
?
V
3 00
^ 1•
'AKEO
'H MARK
JF9 9?45---1?t?2,o)
DRAINAGE & UTILITY
EASEMENT PER PLAT
0
LOWEST FLOOR ELEVATION: "GQ'? I.)
TOP OF BLOCK ELEVATION: 4'
GARAGE SLAB ELEVATION: a?2?
2?A)
TOB 0 LOOKOUT ELEVATION:
* 1?vow,e? 4,
N
tn
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O
O
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????, V-
? L xs,ass
(vACarvT) ?
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L,p+ q", t S" , 15l.oc.iL I
E
OP Re4au???g VMIIH WHO
o, Rm40UP? .. . .,.. ,,.^
SAN. SEWER INVERT
ELEV.=924.4 (PER PLAN) -4
HOUSE TYPE:
2-STORY WALKOUT
? F
NOTE: PROPOSEO GRADE$ SHONM PER GRADING PLAN BY: PIONEER ?a `?mm,m
NOTE: BUILDING OIMENSIONS SHOWN ARE FOR HORIZONTAL AND VERTICAL IOCATION
OUNDATI NRDIM NSIONSEE ARCHITECIUAL PLANS FOR BUILDING AND OLIr
NOTE: NO SPECIFlC SOILS INVESTIGATION HAS BEEN COMPLETED ON THIS LOT BY 7HE
SURVEYOR. THE SUITABILITY OF SOIIS TO SUPPORT THE SPECIFIC HOUSE
.
-?', 3q. ,o)
BENCH MARK
TOP OF SPIKE
ELEV.=930.33
PROPOSED IS NOT THE RESPONSIBIUTY OF iHE SURVEYOR. X 000.00 DENOTES EXISTING ELEVATION
( 000.C3 ) DEivGTES PROPuSc'D 'cLLVhiiON
NOTE: THIS CERTIFlCATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN - DENOTES DRAINAGE AND UliLITY EASEMENT
THOSE SHOWN ON THE RECORDED PLAT. -?. DENOTES DRAINAGE Fl..OW DIRECTION
NOTE: CONIRACTOR MUST VERIFY ORIVEWAY DESIGN. -?-- DENOTES SPIKE
-
NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED OATUM v DENOTES OFFSET HUB
WE HEREBY CERTIFY TO MANLEY BROTHERS CONST. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
,,? .
LOT 3, BLOCK 1, SIENNA WOODS --
DAKOTA COUNTY, MINNESOTA ??? ?a???' `?'
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN AS SURVEYED 8Y ME OR
?
UNDER MY DIRECT SUPERVISION THIS 5TH DAY OF JANUARY, 2004. U21f
1?(0? SNEER E INEE ING, P.A.
SCALE : 1 INCH = 30 FEET Ll-..y R?l?„4 B ? 103062.001 TJW REVISED 01-06-04 STAKED uSEi Dan R. Wester ren Re No. 1979
_ O 1?141v ? g 9'
Address: 682 Red Pine Lane Zip: 55123
Lot: 3 Block: 1 Subdivision: Sienna Woods
THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON
.. ?
Yes No Comment
Final grade - 6" from siding
Permanent ste s - garage
Permanent ste s- main entry
Permanent drivewa
Permanent gas "
Sod/Seeded lawn
TraiUcurb damage
3:1 Max. Slo e/Retainin Wall
Porch
Lower level finish
Deck
Fire lace
• Verify with your builder that roof test cap from the plumbing system have been removed.
• Turn off water supply to the outside lawn faucets before freeze potential exists.
• Cail the City's Engirieering Department at 651••675-564•6 prior to working in right-o.f.-way, or installing
irrigarion system.
4 BUILDING INSPECTOR: ?
CONTRACTOR:
Manley Construction
2113 Cliff Drive
Eagan MN 55122
Tuesday, Maroh 09, 200410'34 AM Lofgten F?tg & A/C 651-4801208 P uz
sUea. ji-ey?_..?-?o?d-s ...
Code. Gategoq? ? Buil4tn3 Requ?eMO? ?r insulatlon protection, a?r
On April 15. 2004 the Mm?? ??As d s?SUfi. the C?tY ??? ??g ?'? ? I0ll01A`?g ??`?"atifln be
tigttness, and ventila?ott, was ado?• .
5ubmitted pcior lo issuanCe ofi a Cedfica? ?O=PaM.
s ol Vm Mn Enec9r Code, CRapter 7670
? constructeo !o mee, mmimum reVu*emenL
stt?cFUte: g OR
i?is
This sRUCture; lNL4R consbuded to meet more r+esfichve rFWuemeMs of Chapfers 7672 or 7674
Mat ihe ??Maf0" wcoffect °S1d Wyee t0 ?? ?h dm MbleNta Energy Cale aM Clry ol Eaga?
1 hernby acknawW9e
r?CnreR?s"?• ?? Da1C ?D . ?-- -- --
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• This form is the iesponsibilNy of me GeRaat Cnnt?acl°'
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RRG RFQtlIREDEa715 shown are based OMY
on tha cruss aa#eria7 at each bearing
gry React Upl•ift Req'd Sizc
2 2n3S -?5 1.73"
M47C OERECfIbN (span) •
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yEg 2x4 SPf #1/sY2-CAM
VLi SLK Ix6 5Pf CL650F].-5E
IRCJIBC CN55 plate vaiues arr, based on
cgscin9 and appraval as required by IBC 1703
arW ANSllIPI and are repnr[ed in arailrble
doWments such as ICBD L'7fi07.
Pernwneni brecing is required (by otRers) to
Rrevent roiaitOMtopplin 5ee eI6-91 and
NSI/iPI 1-1995 nr ANSI 1-2001.
2-rLV! aa51 ../10d COWYNI, stag$ered(per PDS)
in: TC- 2 BC- Z Wf65- 2 •PER FOD7i"
Truss iD: R17
? Neb bratiig required at each iocation shwm.
*See standard details C17L011187001-DOl rrr2).
[g+I-Pw7E MDUITOR IxSFMSer loint Report4*
Platin9 spec : AH5I/'tP2 - 1995
THIS DESEGN IS 7Np CWOSIiE RESUIT OF
N(1LTIIR.E LOAO CASFG.
Loaded for 10 PSF non-conwrrenc BCLL.
I ........ + -1 ...........
Nail pactern shown is tor PLF loads only.
Concentratcd lwds NUST be distrihutv.d ro
eAC1f elyeq ua77y. On hult'+-ply xith han9ers. .
uce i nails min. inco Gfe carrying eenber.
for nore thsn 2 ply, use addiiional fastort- „
ers as iiflllLdTCal trom che ba<k p1ys, or usc
any otNef apprwed detail Cby ochers)-
+ i + + + + r a a + + a + + + + y a a + + +
EE as-s-n Is-5-4 ---
2-PLYS ,1 2 3 4 5
3/411n_ APA Span Rated Sheathing 4$124 Exposure 1- 28" WIDE
REQUIRED 2LqyERS pN ONE FACE, TRIM TO IRIJ£iS PROFlLE
1413-10 ' 7 -7
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6-8
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5FIpWN.ON.l71E TRUSS 3OIN7(5)- .
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JID : 85609
IWL?FT R£4CTIOY(S)
$upport H¢in Wnd Non-Nitd
1 -728 16
2 -i25 lb
Tkis Lruss is desyned us'ing the
ASCE7-98 Mind Sp-4fiuiioa
ttldg Fnclosed = Yes. Inlwrtance Facmr = 1.00
Tross LOCatlan ? NOL End 2one
Hurricane/OLean Lins m No Crp Category - C
87dg Leng[h = SU.W fC. 610 Ylidth a 30,88 ft
Mean roof heigbc - 23.12 tt, n}+h - ?
7PI Standard Occupanq. Oead toad - 10.2 psf
Designed as Ma1n mad ForCe REStsCiny System
ard Componenis and C7aAding
Tributary Area - 163 sqfc
--------- LO/+Q CASE 7/1 bPSiCTi L.OADS. °-------------
Dir i._P7 c R 1?If R.LOC LL/Tl
TC Vert 64.00 0-- '?- 30-10- 8 0_83
BC Vert 20.00 01- D- 0 24. ? 1- D-12 0.00
RC. Yert 7_0.00 1- 0-12 10.00 6- T- 8 0.00
BC Verc 20.D0 B- 7- 8 20-00 30.111- R 0_00
.Type... lbs 7C.Loc l.ll1'L
'si: vert 7ns z- a-iz 0.67
eC Vert 721_5 4- 0-12 0.67
6C Vert 721.5 6- 0-12 0.5J
BC veri a211.6 7- 7- 8 0.67
REPAIR- Z?IE TICUSS Wm INSTAIIED BACIOd4RD5.
ALL PLATES. UNLFSS O7HERMISE POTED,
MUST BE TN7ACT AND PRESSFD lti 7kE
MfOpD PER '7K.
" ApEQUATELY SUPPINtT THE TRU55
UNTIL THE REPAIR IS OOUPLE7f-
APPIY TWO (2) L11YER5 OF 3/4'
APA ( HU1. SPA41 RATING 48R4j .
EXpOSURF 1. PLY1i00D COR OSB? TO DHC
COR FJQUIVALEAIn AS SPECIFiCD.
THE wiEWS M15T BE FVEHLY UI57RIBUTEP
'fHRp11GF10UT Aplp NOT CLOSER TH+W 1" FROM
TNE MIE146ER F77GES. ALLOW 3.5 50I1411SQtE1d MIN.
¢ ToEONTtRF?ACE T?HROUGiI B07}iE (,?JS ? PLIfO
(DO NQ7' SqlE1d I11 IAYERS).
CENTER THE GUSSET(5) IF TFE
„ $pEQFIC PtACEMEIIT S f10T
TC Oead 7.00 psf
t lll:RF.UV ti}ad3't1rY Y'uAT'rt/ts rl,;AV, ?Ak:-
t,.YFIt;,47luii. Q1t REP(IR'?'K`:1\-I'1lEPA1if:II
:SND E'liAl'1 1'il A 1)1:1_T Xt(iC; rVityn rlif}
Of'PRF?f,?OrTR .?. .....N,«.
r. r-wuree
q,? rF: ieti:t:l5TU.a°I't4Y \Q_E'?9f,a
512si2oo4
Cust: MRHLEY BROS
WD: prive_lLJn41277_L00005__3000O1
Dsonr: ;MOB #LC = 18 W7: 23:#
)TAL 52.00 psf
TC Live 35.00 psf
BG Live 0.00 psf
BC Dead 10.00 Fst
purFats L=1.15 P-1.15
Rep Nbr Bnd 1_(10
Rep Mbr [omp 1.00
Rep Mbr Tens 1.00
D.GSPar-in9 2- 0- 0
pesign Spec IRC
° Job Name: SIENNA 1
C.L: gRG 7(---OC HEACf SEC REQ'D
1 0- I-]Z 957 5.50" 1.50°
2 la- 1-12 748 5.50" 1.50"
01?G REQUIREMEUTS sHavn ara 6ased OHLY
on [he T1'u3] Ilidteriai ai eadl 6EAr1f19
Brp Reaet Upltft Req'd Size
1 957 -157 1.50'
2 748 -161 1.50'
mAC OEFL£CfIW (sPan) '
L/999 L7 MEM 6-7 (LIYE)
I- -0.10' 0- -0_01" T= -0.14'
CRIT107L HEMOER fORC6e
[- TC C01P. ! TE715.COUt.) 6I
00 1-2 -773 1.15 / 0.30
1-2 1_60 0.4i
-625 1.1 / 103(
N (
i
15 O
v
% 183
1
1
?6
p
p 3-? .
.
(
.
5
3
0'>
?
BC
C01Q. (WR-)/ TENS. DHR.) tST
? 5-6 -192(1.4Q)/ 636 1.]5) 0.47
L.
C) ti-/ -5 SC1.60)f 241 1-15) 0.42
0D 48 fD1P. WR. / 7EN5. (DllR_ 67
2-6 -?i5 1.15 / 222[1.60 0.22
3-6 -121 1.60 / 545(1.15 0-15
? 3-7 -07 7•15 / 135l1.fi0 0.76
Z 4 7 -133 1.15 / 75(1.60 0_OA
SLORL -738 1.15 / 227C1.60 0-13
?
Is.
TC 2x4 SPF O1/t2-Uw
gC 2x4 SPf ?1/02 UW
WEB 2x4 SYF STUa-GN
2.3 SPF G7{10-CAN 2-fi
2x4 SPF 4/i2-WN 6-3
SLIOEft 2x4 SPF ?a/42-CAN
loaded for 10 PSF ron-convirtent tlCLL.
Cnd verticals dc•.igned fnr axial lwds only.
Exienstons above or belor the sruss profile
?f any) require additiaial mnsideration
?6y o2hcrs) for horiz- loads on [he hldq.
Truss ID• R14
? Meb bra[itlg required ai cach locarion shw1n.
See S,Undard details (IiU]UBl001-002 revl).
PlarinyUSpec • ANSI/TPI - 1995
THIS DESIQ+ LS TBE COMPOSITC RESItLT OF
Mlll TICLE LCAU CASES. I{tC/IF1C cruss plate values are hi-d at
te?Liny and approval as requireJ by IBC 1703
and AttSi/fPI and are reported in aveilaL7e
docuneMt such as IfAO ?16Q7.
1671-1 ! 3-5-7 ?
? 2 s a
8. -8_OD
7-1t-8
10-12
.5h
1
b-7-14
1
UPLIF7 REACf7UN(S) :
5upporc Nain 11ind T:on-Wind
1 -156 lb
2 -76D 76
Thia tru5s is dc:igned us9ng the
ASCE7A6 Wind Specification
Bld9 Fnclosed = Yes. JmPOf[an[e Factor a 1-00
Truss Location = Not End Zone
Nurricane/0.ean iine e Nv ExP Ca[egory - C
81dg LengM- 80.00 ft, B7dg Midth - 14.38 ft
Mean rwf heivFtit = 22.27 fr, nAh - 90
TAI $tandard bccupnncy, Ucad Load = 10-2 psf
pesiyned as Main kMnd force Res;siing Syscw
and Canponenis snd Cladding
Tributary Area = 29 sqft
PROBL6M : THE TRllSS MIISf CANfILEVER
0-5-0 ON THE RIGHT END. ALL TH£
PLATES MUST BE FULLY IN(ACT AN6
PRESSED TN TNE WOOD PER TPI.
gEPpIR ; Ntl REYAIR IS NECESSAtEY.
7 tl F:It1;8Y t't:k Y1lf Y 711 A7' 1'filL Pi.a\, St't,
ClGIGATIO'.E. UR 1tMR'i- tiXS PiLEPAlt£D
61' %iF 01113-?GB£M A11D1RtiGTSUP?.ftY1$LO\
.pvlY'I't1.11' IA:YI.A t)1:1A 7ih:Gttit'ERl:f)V72C-
l?F.'''?`?slU'+?.?l. E."?Gt;ti?;lat t%'?1?f ft TI?S I.n1tiS
titF TIlf: ?t, O' 111?+ 7'X,
...._.?__...?:?.....?-. ? ...,...-.-.-.
4. F AI,Tf:1i
TRl15PLU5 6_0 V EK' - T6.4.15 T?Mv;a13y5len1$P*ales are 20 ga. unless shown by'f8'Y16 ga.j. yi^(ts ga_? or'MX'(iWMX 2o W) pnsi5mau Da wun Detai6 Report
Ctdod pMec anA hhe hame p61tx sm posTmnetlas stqwnaboue_ Slph 9ade 9Wp PUlm Wuvad wafaN vtiM strw2nal pletes (orslaPkj
Read a!/ nofes on this sheet anal ylve a copy of if to the Erectiag ConVacEnr.
AUTOMATED ila?s?c?aenni6ri0ir?bY?4W^9?khr6eeneasdm+P???P'?bY01G?0???iYque/
? ?1
UIWlN` aneao?n amaw?v!.anOec?macrd?otlr:ab aFrAe?A^?'•••"'• ??°,ate+ly:a.nadrvnsvuv?.ea.sy. o.?oe
'
caMpotvFrurs saon. ?n.alNgESSig?s.m?lamrta?il?ct?rnaar
rauxver[euuYueoa?mymiw+ma?r'.a?+amiaa.DW?gEes4wa+?'araee
a.??.??;???,???.??,.,?.?,???.,??
Rk11mdYt6r9fxCDYle[adolO=sIrdUhT98n01iB6dluntiWJoluaalyCr -0bYsn9'?~hu9mTaddsrLydaac?. wdeseN?
`ri..rf. ?sigd?owao??aSaF: ?da?.a??s??Yenn.fuahrlGqlNyV T.lowmuo?enCS?lncl?px?'e+?Y
100 2ephyr Avenue Sout
Montrose, FdN 55363
oo.?,?ma?s?ao?sm?r+?ex?+?w?nin?co?.m+rsnr.f,,.uxa,ne+?na+-
PMONE: (SOQ) 748-4042 W) an0'BC3? wO?wK'i sfE2T3M'wTCh W?. tti. Ta.??n? ?MDn. (?)ieiaca.d el5ea Drwihb Dr? 1ta6sna
FAX' f763) 675-35 2=s»w. n»w?A??a,v..nsecMon(aaq)cmatauxsm ie+nsr?,i+w.s*seao.?n??-
4-6
U:\ t'k - RFf3S7'R:1'1'i!)A \ilri•IL#
Cust: MANLEV BKOS
M0: Drive_NJn41Z17_LODO05-JOOD01
4sgnr: M0E #LC = 18 fitT: 918
TC Live 35.00 psf DarFats La:1.15 P-1.15
TC Dead 7_00 psf Rep Nbr Bnd 1.15
2ep Mhr Comp 1.00
BC Live 0.80 psf Kep lbr Tens 1.00
gC Dead 14.00 psf O.C.Spaciny 2- 0- 0
Design Spec IRC
707/tL SZ_00 psf DEFL MlTO: L/246 TC:_ L/li
5 7
'
o IJob Name: SIENNA 1
BRG X-LOC ifFACr SLYE R?'D
p„ 1 11- 7-12 1416 5. SU" Z.2Z"
2 14- 1-17 1793 5.50" 2 81°
BRG REQUIREMENfi shovm are based UVLV
on Lne LfU55 aeceriai aC EaCh ?r:ny
erg Reacc Uplift Heq'd SiZe
1 2416 -216 2.22
Y 1793 -273 2.81'
y.g{
1 2 3 4 5
8.00 $ Q,
N
co
N
co
OD
aD
N
LC]
m
O
?
ls.
fie
Lzl
?
z
?
r
?
?
d
r-
?
?
0
A
?
O
0
?
I
Ca
CU
I
a-
?
_ -O.U" D- -DA7' T- -0.21'
RLT'ICA1 MENBER F(IRCES'
iC COMP. (((UUR.) / T6?LS. CW0..) CSI
1-2 -1428 0.46
2-3 -109141.1s?/ 0.?6
3-a -&13t7.IS?/ 0.22
4-5 -4Dt1-ls)/ 40(1_60) 0.16
RC (UNP. CINAZ.7/ CSI
fENS. (
RIR.)
6-7
j S
)
7-8
/ 458 (I.15) 0.44
WR CIfNP. [DUR_'/ T'. WN. CSI
2-7 -377 206 1_60 0.29
3-7 -3R(1.15}/ 51 1.60 4.35
4-7 / 1247 1.15) 0.49
a-B -14T3(l-l5)/ U.tll
5-8 -189(1_15)/ 19(1-60) 0.11
TC 2.4 S(f 41/+F2-UN
BC 2Y6 SPF G16541F1.5E
WEB 2x4 SPF CfIID-CAN
WEOGC 2x4 $PF 01/1`2-CAN
TftC/IBC :russ pidie valuel ere b-eu o"
tescing and approval as required 6y IBL 17U9
and ANSS/TPZ and are reported in available
documents such as TCeO #1E07.
End varticals designed for axial la0ds only.
[xtereiors ahove or bclau the cruss prafi7e
(iF any) require additional cunsideration
(by others) for han z. ioads an the bldq.
7-2-6
0TL-2
Truss tD: R
Web bracinq ret?uirr?A at ea[h lacatlOtl shovm.
See standarddeYails (TXOlD87001-001 revl).
? P]aLinv speC : ANSTJTPI - 1995
iH15 DES7GIt 7S TFIE COMPOSIfE RESULI QF
HVLTSPLE L0/iD CASES-
Loaded for 10 PSF non-canwrrant N0.L.
Drainago ¦ust be provided to avoid pond7ng.
f'ermanent br.acing is required (by others) to
AhS7/TPI 1- ?199Snnroppliiy_ See HIB-92 acxi
ANSl/lNl 1-2002.
FROBLEM : THE TRt)55 MUSI' fAN'TILEVER
0-5-0 ON THE RIGFR END. ALL THE
pLATES MUST Bf FULtY INTAC7 /WD
PRESSED IA1 TNE WOD PER TPI.
'REPAIR : NO REPAIR IS NECESSARY.
4-6 6-8
1..`r4
I
,_&4
1a
5-7-1d
5-g 1
4$ 3-6
0.5-u CAN7_
6 7 - 8?
5HG JID : 84237
UPLIFT RFACTION(5) :
Suppnrt Main Mfind Non-W'lnd
1 -225 76
2 '272 ib
This truss 15 tlesigned using ihe
0.SCE7-98 Wind Spenficarion
81dg b-lused = Yes, ImpoKantt Factor = 1.06
TN53 Lotatiat = fiot tnd Zone
Hurricane/Qcean line - No Fcp Giegory - C
eldy Lmyth n 80.00 ft. Bldg Yidth = 14.39 ft
Hean root tfei9ht = 21.84 it. nph = 90
TVI Scandard OccupanCy, Daad Load = 16-2 psf
Desi9neJ as Ma{n Wind iorcc Resisting Sysian
and Cwponmts and Claddinq
Trioutar'y Area - SE sqft
'--' '-LOAp 015C /1 OESIQI 10AD5 -.
Dir L.Vif L.LOC R.PIt fl.tnc LL/f1
TC Vert 84.00 0- 0- 0 84-00 8- 9- E, 0.93
TC Vert 42.00 8- 9- 6 42.D0 14- 4- 8 0.83
ac v.rt zo.ou o- o- o Zo_oo o-io- t o.oo
BC Vert 10.00 0.10- 2 10_00 14- 4- A 0_00
.Type... lbs X.Loc Ll/TL
7C Vert 462.3 9- 9- 6 0.67
TC Yerc 248.3 9-10- 2 0.67
TC Vert 2483 11-10- 2 0.67
TC Vert i06.6 13-10- 2 0_67
BC Vert 105-0 1-10- ? 0_00
BC Vert 58.2 3-]A 2 0.00
BC Vert 110.6 5-10- 2 4.00
BC Ven 170.5 7-70- 2 0_00
BC Yerc 112.2 9 10- 2 0.67
BC Vart 112.2 11-1D- 2 0.57
BC varr 200..7 13-10- 2 0.57
Tniswal Systerns P{ales are ?A ga. unfess stiawn by •78'(18 9a ), *r+Yf s sa. ?, or'uuctrwnnx zo ya.? ?y,;on? r?.bct oetails weaore
i ftuSPLUS 6.0 V ER : T6. 4. iS ? PqL?2na false frame piates am PEt!dtinnnA assnown a3ove SIUG 9M1e s9d piaceslo avoid onstep man stiucmrai pates (orsaPle).
A AUTOMATED WARN/NGRead all notes on thls sheet and ghve a copy at jt to tne Frecteny contractor.
ri?dnkn seu an R?,h'dw? w?mie m?w?en no++w?? a ?cn eanmwa m?clCa?o.?s ao?de? er.e me?ns?tma.dam.a
?IILD?NG
WTum muistleain.neec veufea Lha bae+9 imw? br ue bhl nuJe?o cvdr.aeen?ew?aFO?. 7Lede50e a?lnoes ma? met+a?oia
COMPONENTS
61?era1Y'.?xEd bJLAe W W orfloorsl?tlolp ?Gtl7C DGWm Onw' a fa0e/i9?` O2eetl M a Alil sf?eaeMY i?m'raldwcdY e?eCmtl. unim pdowcv
mma erxng ?w.neb htm ?wotermopac?C.x?hasm7m came wdc?ro +?- n? mmpa?wr aai rrn ee d? "manr
100 Zephyr Avenue SOUY e??.my m?ue?a.emmaaer.memc?a?sz?r?seow.?o??+F?x??r?,.wau
u
Montrose, MN 55363 a.amansmaeussh?a?.inuewa.:?ea?daa.:ww?at?aro??'?Y?r on,w.,???.
PHONE: (800) 24$-4041 •?vir.wrur-wo?ar?carr??ra.??s.?.+?o«ion?.eun.oiw?couro?ars?=n+r+wRUUnar-
1-0n)adB?'a su?uakr snrt?S' Mrrruaq tv? Tnermas vme 4?ae frrp o buaw aesea aoroeto a:?e. wd?.
FAX: (763) 675-35 5i718: 7ft Mie*? Faet aNPaperA"oaiEmGlFPajsbr.bOrtt11f 19h9nelMM.:SMB00.W?0.DC?flD3fi.
I IIE1tCSY C#:H"IlF"Y 7N.A'1"fliL`: PI_A1_SPt:-
oFICA'f!(?1.4RHEPUKI VV ASPILtiI'Aitf;D
87" Nt£ Oit t;"ER 11Y DI RF'C"C S1:PEltv 4iitlLI%
AND 1't4fi"f 1A?kl A UL't.i' IhG1Si'Lit1:D flK(Y
F£'ti`ifONAL£NSIN EClL L?N 6fdi'I`tiE
fiF Tlie S'i.. ?lL'N
. ? .r r.,,.-..
c_ r-aGrGR?
uA l't: K[.Cja'?wn`?yc?i %0 1_14a6
5120/2004
Cust: HANE_CY ORdS
wo: orive11m412771-00005-300001
Dsgnr: MOB 9LC = 18 Wf: 108#
TC Live 35.00 psf WrFacs L=1.15 V=1_13
.[ pcad 7.00 psf RCp Mbr Bnd 1.00
BC Live 0.00 ps# R? ?r Comp 1.00
Rep Mbr Yens 1.00
ec ogad io_ao Pss o.c_spac;n9 z- o- u
Design Spec IRC
TOTAL 52.00 psf pFFL RATIO: L/240 TC: L118
ilAY-26-2004 W'ED 09:44 AM I.YMAN LUMBER FAX N4, 9528982187 P. 01
. .
.
.
.'7
AUTOMATED BUILDING C(JMPONENTS
PHONE: (952) 470-4849; (800) 248-4041
FAX: (952) 470•4860
TRANSMITTAL SHEET V1.A: FAX 0 MAIL?
'rp, FROht:
Dan Matt Backhaus
COM1'ANY: DA1'E:
ManleyBros 5/26
jOB Sl'CF. ADDItf:SS, TOTAL NO. OP PAGGS iNCLU17IVG CC7VI:R:
Sienna 1 4
ca FAX NLWM-
nBc Joa Nuunr:x: RE°
M41277 ??eld rePairs
? URGLN7' ? FOR REVTEVi' ? FOR APPROVAL ? PER REQUEST
D REPAIR A'?"I'ACHED ? FOR REPAIR ? SEALED DWGS ATTACHED
NOTES/COMMENTS:
100 ZEPHYR AVE 5U. hiON7RO5E, riN 55363
2006 RESIDENTIAL BUILDING PERMIT APPLICATIONq?
' City Of Eagan o ?
??3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694
New Construction Requirements
3 registered site surveys showing sq. ft. of lot, sq. ft of house; and all roofed areas
(20% maximum lot coverage allowed)
2 copies of plan showing beam & window sizes; poured found design, etc.
1 set of Energy Caiculations
3 copies of Tree Preservation,Plan'rf lot platted after 711193
Rim Joist Detaii Options selection sheet (buiidings with 3 or less units)
Minnegasco mechanical ventilation form
RemodeVReaair Reauirements
2 copies of plan showing footings, beams, joists
1 set of Energy Calculations for heated additions
1 site survey for additions & decks
Add'dion - indicate if on-site septic system
Zd
Office;Use Oniv
Certof5uroeyRecd ? N
Tree P,res P1an Recd ° Y_` N.
Tree Pr?s Reqwred Y N,
On s?te:5eptic System ? ?' = N
Date
Site Address
4 ?Z. Construction Cost
Unit/Ste #
Description of Work /22E-5!1L
Multi-Family Bldg + Y x N
/ - ?? Tt'7Q-JGT/U2J
Fireplace(s) _ 0 2
Property Owner Tetephone # ( )
Contractor
Address 37
State 0 61/yuNE ? S'G'c?
City ?/A/
Zip Telephone # LJFL.( 9,-Lcg?
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Cate?orv 1 _ Minnesota Rules 7672
Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet
(4 submission type) Submitted Submitted
• Energy Envelope Caiculations Submitted
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a ma ?????? D
_ Y _ N I f y e s, d a t e a n d a d d r e s s o f m a s t e r p l a n:
JuN Q ? ??ns
Licensed Plumber Telephone # ( )
Mechanical Contractor Telephone # ( )
Sewer/Water Contractor
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.
ti& 4n
Applicant's Printed Name ,
DO NOT WRITE BELOW THIS LINE
Sub Tvpes e
? 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. Alt - Multi
? 03 01 of _ plex ? 09 07-piex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex /;5C 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc.
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex ? 25 Misceilaneous
Work Tvpes
? 31 New ?,35 int Improvement ? 38 Demofish Interior ? 44 Siding
//B,- 32 Addition ? 36 . Move Building 0 42 Demolish Foundation 0 45 Fire Repair
0 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors
? 34 ReplaCement "Demolition (Entire Bldg) - Give PCA handout to applicant
Description: Water Damage Yes
Valuation 62 Occupancy MCES System
Plan Review 100% or 25%
Census Code "2 Zoning City Water
SAC Units Stories Booster Pump
# of Units Sq. Ft. PRV
# of Bldgs Length , Fire Sprinklered
Type of Const Width
REQUIRED INSPECTIONS
_ Footings (new bldg) Sheetrock
7X Footings (deck) FinaUC.O.
_ Footings (addition) FinaUNo C.O.
_ Foundarion HVAC
_ Drain Tile Other
Roof _ Ice & Water _ Final _ Pool Ftgs Air/Gas Tests Final
_ Framing _ Siding _ Stucco Lath
Stone Lath Brick
_ Fireplace _ R.I. _ Air Test _ Final _
Windows
_ Insulafion _ Retaining Wall
Approved By: Building Inspector
Base Fee ------------------ ----------- ------------ ---------- ------------------------- ------- ----- -----------------------
Surcharge 00 ?
Plan Review
MC/ES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
License Search
Copies
Other
Total
** ?
• ?* PIOIV¦Bia
* en? neer
T ? * *
N89'58?`09"E
?.?
LAND SURVEYORS • qVIL E
LAND PLANNERS. UNOSCME
Certificate of Survey for: _MANLEY BROTHERS CONST
682 RED PINE LANE BUYER: SPEC EAGAN, MINNESOTA
LOT AREA = 18,624 sq.ft.
HOIJSE AREA = 1,472::sq. f{,
GARAGE AREA = 897 sq. ft.
PORCH PAT10 = 48 'sq. ft.
DRIVE AY AREA = 988 sq. ft.
COVERAGE = 18.3%
SAN. SEWER INVERT '
ELEV.=924.4 (PER PLAN) -4
HOUSE TYPE:
2-STORY WALKOUT `14?
, - -- 1
97&27 X918.44
?1&4_?918J3_...?918.52-HWL=91G.8-Xr-,^ -Ift • ..?`X919.37 x -
921.39
x`- `,OUTLET=915.0 -. -9445 ---. .
1'?•X ?9T5'?4 X914.3b
x912.04 914.8 1)RON;---
' x9».os INFILTRA710N BASIN x9,zs4 1
oli.07
' 910.e0 HWL=916.8
xg , ?. 4 ? 1;?80 " x9io.zs OUTLET=915.0 Xa».s•/ ?y6?i ? - - - -
?...?
s 4. xa1o.so X910.22
_ . ?.
- 2422 Enterprise Drive
Mendota Heights, MN 55120
,,,UR5 (851) 881-1914 FAX:881-9488
acHiTEcTS 625 Highway 10 N.E.
Blaine, MN 55434
(783) 783-1880 FAX:783-1883
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o9' ?eta@ngng Wa00 Wjll DRAINAGE & UTILITY ?.' .
EASEMENT PER PLAT ireci. ?? POSED HOUSE?+ELEVA?ION
LOWEST FLOOR ELEVATION: 4171)
TOP OF BLOCK ELEVATION: ?3 ` 4"
GARAGE SLAB ELEVATION: R?Z0
TOB 0 LOOKOUT ELEVATION:
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NOTE: PROPOSEO GRAOES SHOWN PER GRADING PLAN BY: PIONEER
NOTE: BUILDING OIMENSIONS SHOWN ARE FOR HORIZONTAI ANO VERTICAL LOCATION Q4e
IF
OUNDATI N OIMENSIONSEE ARCHITECTUAL PLANS FOR BUILOING AND afPj'?f
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NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN COMPLETED ON THIS LOT 8Y THE
SURVEYOR. THE SUITABIIITY Of SOILS TO SUPPORT THE SPECIFIC HOUSE
PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. X 000.00 DENOTES EXISTING ELEVATION
( 000.00 ) OENOTES PROPOSED ELEVATION
NOTE: THIS CERTIfiCATE OOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN DENOTES ORAINAGE AND UTILITY EASEMENT
TNOSE SHOWN ON THE RECOROED PLAT. --
-? DENOTES DRAINAGE FLOW DIREC110N
NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. -Lr- OENOTES SPIKE
-8-- OENOTES OFFSET HUB
NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMEO DATUM
WE HEREBY CERTIFY TO MANLEY BROTHERS CONST. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
LOT 3, BLOCK 1, SIENNA WOODS
DAKOTA COUNTY, MINNESOTA
IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN AS SURVEYED BY ME OR
UNDER MY DIRECT SUPERVISION THIS 5TH DAY OF JANUARY, 2004. 4,
??,?_ 1 04 SI NED: PIONEER E INEE ING, P.A.
SCALE : 1 INCH = 30 FEET
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REVISED 01-06-04 STAKEO US Dan R. Wester r
? 103062.001 TJW _ om ??q.?p 4- g en Reg. No. 1979 v
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Use BLUE or BLACK Ink
1
For Office Use
411. City of Eaton
Permit#: /
3830 Pilot Knob Road t xi Permit Fee: V '
Eagan MN 55122 Date Received: *-7-I -I
Phone:(651)675-5675 11 11 1 91017
Fax:(651)675-5694
Staff:
J
2017 MECHANICAL PERMIT APPLICATION
❑ Please submit two(2)sets of plans with all commercial applications.
Date: 7/18/17 Site Address: 682 Red Pine Lane
Tenant: Suite#:
Resident/Owner Name: Brian E Auge Phone: 952-913-5979
I address i city i zip: 682 Red Pine Lane Eagan, MN 55123
I Name: Metro Heating & Cooling License#: 20090002249
Contractor
Address: 255 Roselawn Avenue East#41 city: Maplewood
I State: M'N Zip: 55117 Phone: 651-294-7798
I
Contact: Carley Email: Arley@metroheating.Com
I New 1 Replacement Additional Alteration Demolition
Type of Work Description of work: Replace existing NC
s NOTE:Roof mounted and ground mounted mechanical equipment is required to be screened by City
la_
Code. Please contact the Mechanical inspector for information on permitted screening methods.
RESIDENTIAL COMMERCIAL
Furnace New Construction Interior Improvement
Permit Type Air Conditioner Install Piping Processed
_Air Exchanger _Gas —Exterior HVAC Unit
Heat Pump Under/Above ground Tank ( Install/ Remove)
Other
RESIDENTIAL FEES
i
$60.00 Minimum Add or alteration to an existing unit,includes State Surcharge p�
$100.00 Residential New, includes State Surcharge =$ w'❑O TOTAL FEE
COMMERCIAL FEES Contract Value$ x.01
$60.00 Permit Fee Minimum
$75.00 Underground tank installation/removal,includes State Surcharge =$ Permit Fee
=$ Surcharge
Surcharge=Contract Value x$0.0005
If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan;that I understand this is not a permit,but only an 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.
x Carley Ferrie
x
Applicant's Printed Name Applicant's Signature
FOR OFFICE USE
Required Inspections: Reviewed By: Date:
Underground Rough in Air Test Gas Service Test In-floor Heat Final HVAC Screening
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA144934
Date Issued:08/16/2017
Permit Category:ePermit
Site Address: 682 Red Pine Lane
Lot:3 Block: 1 Addition: Sienna Woods
PID:10-68075-01-030
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:Does not include skylight(s)
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please print pictures of ice and water protection and leave on site.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 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 -
Brian E Auge
682 Red Pine Lane
Eagan MN 55123
Greenguard Construction Inc
2915 Waters Road, Suite 101
Eagan MN 55121
(651) 289-7000
Applicant/Permitee: Signature Issued By: Signature
For Office Use
4' Ø
EAGAN .(),. 00
Permit Fee:
Date Received:
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810
(651)675-5675 J TDD: (651)454-8535 J FAX: (651)675-5694 Staff:
buildinginspectionstc cityofeagan.com L
2018 RESIDENTIAL PLUMBING PERMIT APPLICATION
03/19/2018 682 Red Pine Lane
Date: Site Amoss:
Tenant: Suite#:
t'
Resident/Owner
Name: Brian Auge Phone: 952-913-5910
Address/City/zip: 682 Red Pine Lane Eagan, MN 55123
Name: Metro Heating & Cooling License# PC642529
Contractor
Address: 1220 Cope Avenue East City: Maplewood
State: MN Zip: 55109 Phone: 651-294-7798
Contact: Carley Email: invoices@metroheating.com
ew ✓ Replacement _Repair _Rebuild _Modify Space —Work in R.O.W.
Tye of Work _N
Description of work: Replace existing water heater
RESIDENTIAL I
1 Water Heater
Water Softener
Lawn Irrigation( RPZ/ PVB)
Permit Type Add Plumbing Fixtures( Main/_Lower Level)
Septic System
New Water Turnaround
—
Abandonment I
RESIDENTIAL FEES:
$60.00 Water Heater,Water Softener, or Water Heater and Softener(includes State Surcharge)
$60.00 Lawn Irrigation (includes State Surcharge)
, $60.00 Add Plumbing Fixtures, Septic System Abandonment,Water Turnaround*(includes State Surcharge)
*Water Turnaround(add$280.00 if a 3/4"meter is required) 60.00
$115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEE5 $
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.qopherstateonecall.org
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for art email update on the City's
website at www.citvofeaoan.com/subscribe.
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinan - 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 . -.. 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.
XCarley Ferrie x /
Applicant's Printed Name Applicant's Signature
FOR OFFICE USE Reviewed By: Date:
Required Inspections:` ' Under Ground Rough-In Air Test Gas Test Final
Meter Related Items: Meter Size Radio Read Manometer Staff: