4659 Pine Cone CirAddress: 4659 Pine Cone Cir Zip: 5512 Perqvt• 76518
THE FOLLOWING ITEMS ?VERE/WERE NOT COMPLETE AT FINAL INSPECTION ON : ?p ?
Yes No Comments
Final grade - 6" from siding
Perntanent steps - arage
Permanent steps - main entry
Permanent driveway
Pennanentgas
Retaining Wall or 3:1 Max Slope
Sod/Seeded lawn
Trail/curb damage
Porch
LoWer level finish
Deck V e Ej>
Fireplace . L , i rt vl- (oo
• 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.
• Call the City's Engineering Department at 651-675-5646 prior to working in righUOf-way or installing
inigation system.
V BUILI]ING INSPECTOR:
G/81dg Insp/FOrms/2007/Checklisu
SCOPE '
DESIGN OF C.I.P. FOUNDATION WALLS SUPPORTING PRECAST PLANK, CONSTRUCTION IS TO BE
DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE.
NEIIES
1. THIS DOCUMENT APPLIES TO STRUCTURAL EINLY. REFER TO ARCHITECTURAL DRAWINGS
PREPARED BY MANLEY BROTHER CONSTRUCTION, INC. DATED 1-11-07 FOR MORE
INFORMATION,
2, DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS
THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.
3.PRECAST PLANK IS TO BE IN PLACE, DOWELED, AND GROUTED PRIOR TO BACKFILLING
OF GARAGE WALLS. GARAGE WALLS ARE TO BE LATERALLY SUPPORTED BY SLAB AT
BOTTOM OR BY ADEQUATE TEMPORARY BRACING.
4.PRECAST MANUFACTURER IS TO DESIGN PLANK FOR SELFWEIGHT & TOPPING DEAD
LOAD PLUS WORST CASE LIVE LOAD OF 50 PSF UNIFORM OR A 2000 PDUND
CONCENTRATED LOAD. MANUFACTURER IS TO NOTIFY ENGINEER IF PLANK SPAN DR
DEPTH VARIES FROM THAT SHOWN ON PLANS,
S.INSTALL A MINIMUM OF (2) ANCHURS PER PORTION OF SILL PLATE AS WELL AS AN
ANCHOR WITHIN 12" OF EACH END,
6.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS,
7,CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN, NOTIFY
STRUCTURAL ENGINEER OF RECORD PRIOR TO WORK OF ANY CONFLICTS OR
DISCREPANCES IN OR BETWEEN THE CONSTRUCTION DOCUMENTS AND THE ACTUAL
CONDITIONS,
B,SEE S3 FOR LINTEL CONSTRUCTION.
9,INSTALL (1) ADDITIONAL VERTICAL BAR FULL HEIGHT EACH SIDE OF ALL OPENINGS,
MATERIALS
CONCRETEt F'c = 3000 PSI @ 28 DAYS
REINFORCING STEEL: #4 BARS - ASTM A615 GRADE 40
x5+ BARS - ASTM A615 GRADE 60
AGGREGATE; FOOTINGS - 1 1/2"
WALLS - 3/4"
BACKFILL; SANDY-CLAY <GROUP II>
EFFECTIVE PRESSURE = 45 PCF/FT ACTIVE
= 55 PCF/FT AT REST
ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED)
Lam
LIVE LOAD; 35 PSF
LIVE LDAD: 50 PSF
2000 LB
DEAD LOAD;15 PSF
DEAD LDADt 62 PSF
rim
ROOF (SNOW) 2003 MINNESUTA STATE
UNIFORM OR w/ AMMENDED 2000 IRC
CONCENTRATED (GARAGE)
ROOF
PRECAST PLANK + TOPPING
BUILDING CODE
Esse Residence Manley Bros Construction, Inc.
4659 Pine Cone Circle 14815 Energy Way
Eagan, MN Apple Valley, MN 55124
5201Eaet RivarROatl5ui16?08 IharepycaNryt?all?ieplaqspac111raM1Onpeeporl Revislon Oa?e Desaip0an
Mlnneapolis.MinnemG55021 waspeparedbymeoruMe?mytllrecfsupBrvieion
Phone'.)63.912500 Fav:?fi3.5]1.I16B andthat lamedulylicense? olessionalErgln r
°?r me?waoll?eS Innesama
Bsmarck-Oeboft Lakea - Faryo AYm
eapol¢-9ouxFalls
E Web: wwwnlRip.cam Print Name'.
?? en ineers
D
B
J
k
zo7no7n
/
mEx
?N
b nwn
y:
asonSGu 1
U
:
I
`
GM1ecketlBy'.JasonSClvk
lwpfOVBdBy:JdS. nHanlon
OdtB: LICBIISBNUIMBl: 42341 ?
Dete', OI2sN]
SM1Be15: 1nl A ?
GARAGE/HOUSE SHARED FOUNDATION WALLS MAY BE 10" THICK AND REINFORCED WITH
°4 VERTICAL BARS AT A MAXIMUM OF 48 INCHES ON CENTER,
FRAME WALL
BY OTHERS
WOOD SILL PLA
(I) #4 HORIZ. BAR \
@ TOP OF STEM WALL
DRIVEWAY -?- - -
BEYOND
SLOPE GRADE
AWAY FROM -
FOUNDATION
2" STONE LEDGE
AS REQ'D
6" MIN. WIDE x 16"-
MAX. DEEP CONCRETE
STEMWALL (6" MIN,
DEEP STEM AT
GARAGE DOORS)
°4 HORIZ, BARS
@ 24" a.C,
°4 x 2'-0" --?
DOWELS @ 72"
O.C. (5" MIN,
EMBED)
III -
?"O x 10" LONG ANCH13R BULTS 2 72"
O,C. MAX, C7" MIN. EMBED> OR SIMPSON
MAB15 STRAPS @ 72" O.C. MAX,
8" CONCRETE PLANK w/ 4" MAX,
CONCRETE TOPPING CMAX, SPAN =
29'-0" OUT TO DUT)
MEMBRANE BY OTHERS
a ) tf 4" MIN. BEARING
e
D '?"-#4 x 1'-4" DOWELS E 24"
D.C. DRILLED IN & GROUTED
° SOLID BY PRECASTER ALL
WALLS
s
a
10" THICK C.I.P. CONCRETE WALL 2 NO STONE X
12" THICK C.I.P. CONCRETE WALL @ STONE ?
? I?*5 VERTICAL BARS @ 18" D.C. OR
o #6 VERTICAL BARS @ 24" O.C.
>
?
bD
24" WIDE X 8" DEEP 1 J
MIN, CONCRETE STRIP ? a ? a ,
FOOTING TYP. AT °
GARAGE WALLS ° 4 °
STEP FOOTING FOR ?
FROST PROTECTION
AS NEEDED
tl?GARAGE WAL SECTION
S2 BEARING AND NON-BEARING WALLS
Esse Residence Manley Bros Construction, Inc.
4659 Pine Cone Circle 14815 Energy Way
Eagan, MN Apple Valley, MN 55124
5ZOtEa5lflrverPOatlSu4a3pB IhereOycer4tyTatAie0laO-A rrepwt R?ynn Date Descnpeon
Mlnneapolls.Minnesola55C21 w?VrapareEbymenrunMSlon
PMre: ]63.5]L2500 Faz: )63.5]td1fi8 eMuntlerNatI?poamlawsaoftluryMeLiceStln5npi
Biynyp?. p¢hoit Lakxs Fa?qo MlnrQywlis Sbur falk
Wee: www.ultelB? PrimName:
Eengineers DrawnBy:JasonSChk n/? /?
Si9neU' `' • ?
Clrecketl8y: Jason Schk DeleJG
Nppove00yJazonMaNOn Oate Liw
nseSheek: ?nl 3
CONCRETE MAY BE 4" MIN, BRG,
OMITTED ABOVE
OPENING SUPPORT l
WOOD FRAMING w/
WOOD FRAMED BEAM'
BY OTHERS OR ?
ADDITIUNAL W8 x I
10 (FLASHING BY ?
OTHERS) ? I
W10 x 19 I
STEEL BEAM w/ I I
8" MIN. BRG, ?
AT EACH END ?
POCKET WALL ? I
AS REQUIRED ?
LTNTEL SECTIDN
S3 9'-0" MAX, CONCRETE OPENING
AT PRECAST BEARING
Esse Residence Manley Bros Construction, Inc.
4659 Pine Cone Circle 14615 Energy Way
Eagan, MN Apple Valley, MN 55724
SY0 tEaziFiverRoaESUiw308 InereEyceNtyNatOisplan,speclli[aoonareparl q¢viaiw oad DeevipEOn
Minneapolis. Minnesota SSC21 was pepared by me or under my Olrxl supeM " n
Phone: 7635712500 Fae: ]63.5]1 1160
a auy uw rotessloml E eer
untler a?a mat I lhe la am wsolfi ? iMinnesMa.
96r119ICNDehpilL?1'.eaFdlAOMInn03pol15-SiouM Fdlle
W¢0: w.rw.ulMlgmm pllnl Ndme :
Jengineers D
B
J
Stlvk mDer zo
oo?n /?
Pro
?N
rawn
y:
ason
SlgneE: /?
U
Z
l
` 1
CheckeEBy: JawnSCM1ik
FqxoveG6yJasanHanbn OaR: LlcenaeNUmLec 42341 Dale: ?12Atl]
Sheele'. ol V?
Monday, January 15, 2007
Mr. Jon Connelly
Manley Brothets Construction
Eagan, MN 55122
MVoigt & Associates, Inc.
STRUCTURAL ENGINEER/NG SERYlCES
' 4635 NICOLS RD. SUITE 204
EAGAN, MN 55122
- PH. (651) 686-7727 FAX. (651) 686-8444
m
RE:BruceandDebraEsseResidence 4459 P'NE "NE GiKClE EA4AI3,M(4
Dear Mr. lon Connelly:
JAN 2 9 2007 ?
As per your request I have reviewed your plans (rev 5, dated 12/7/06) and Lave analyzed the following for the above referenced
project:
• Brnced wall requirements for the fiont garage wall - The roof stxucture over the gazage will provide the lateral support
required for the &ont garage wall. Special portal frames are not required for tLis shuclure.
• Framing at Dinette and Family Room with imermediate studs:
Header 2-1-3/4" x 9.25" LVL
Intermediate Mullions: 2-2x6 glued and nailed
King Stud: 2-27c6 glued and nailed
Trimmer: 2-2x6 glued and nailed
. Framing at Dinette and Family Room wiShout intermediate studs:
Header 2-1-3/4" x 11.25" LVL
Intennediate Mullions: None
King Stud: 3-2x6 glued and nailed
Trimmer: 3-2x6 glued and nailed
The infoimation and opinions contained herein are based upon the limited imestigation described at the beginning of this report. No
warramies are eacpressed or implied regarding the existence of other unlmown canditions not spoci5cally addressed. Our work is in
accordance with generally accepted engineering standards and is not intended m be ielied upon or Vansferred to individuals other ttm
the addressee. Should infomiation or conditions baoome Imown wlrich differ from the discussion herein, they may alter the opinions or
conclusions of the undersigned.
Please call if yw Uave any questions.
Sincerely,
.
w. J.?
Paul W. Voigt, PE
IYYersby Lb?+ t+a±s n19,n, soea-Mr,ntipn,
or ronort wa:m r*zp,r-a1 h,, mo as L5??3r mg
diPEOt 8lir+:^_.rs*t. fn?. ?;.:'1. iT ^? l^_^.]. 'L C'.:'?)r
R;?6^g'.$^t{T?'E??µµC? PyE?'??E£^?..iy!imn???,,,l{{{??? f??/?n?.t?s??'^<'•?' ?LZQ...P
?yq J6? l•d1G 6:?eWy? i':1L11.?6J.7.rra.
Reg. DTo. 20705
?iL.
? . 2006 RE5IDENTIAL BUILDING rExNUT arri..icaTioN PL -765-?0
City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telep6one # 651-675-5675 FAX # 651-675-5694
ew ConsGUdion Re uiremenfs
3 wgistered s'rte surveys showi? sq. iL of IoL sq. ft. of house; and all roofed areas
(20% maximum bt coverage allowed)
?2 copies of plan shawing beam & window sizes; poured found design, etc.
v1 set of Energy Calculations
-3mpies of Tree Preservation Plan if lot platted after 711/93
?(im Joist Deleil Options selecfiwi sheet (buildings with 3 or less units)
V,itinnegasco mechanipl vemdation form
RemodeVReoair Reouiremenfs
2 copies of pWn showing footings, beams,joisLs
1 set of Energy CaMulatlons for heated addidons
1 site survey for additions & decks
Add'Mon - indicate Nonsite sepfic system
S?_ t,J 74? 5:;;? s
M c- 7G 5?3 ?i?. so
Cro0IL-I
DwUse.OnN
CertolSUlyey?R?d' ?r"f.5' "°tJ
7reePra`sPIaAAecd $ t Y ?
ireeP.msRequued
Qo-sdeSepllcSyslem .,..."
Date 1 0-1 Construction Cost
SiteAddress ? -Pi,ne-- Cwe_ Cj/7il UniUSte #
v
Description of Work ?7 ctil t1 W 2 Li
Multi-Family Bldg _ YXN Fireplace(s) _ 0 _ 1 '--'2
Property Owner Telephone #( QS?) 9q7 -(??/o (o
Contractor ??Q,IitiiP?(i1 T?;JV ?
Address C?CY
City ? '?G+?"rU
IAM?
State f"11J Zip 4SIZ Telephone#(q5?1) 99_7-6`10(0
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Cateeorv 1 ? Minnesota Rules 7672
Energy Code Category . Residentiai Ventilalion Category 1 Worksheet • New Energy Code WoAcsheet
(J submission type) r ?
Submitted Submi
• Energy Envelope Calculations Submitted
In the last 12 months, as the City of Eagan issued a permit for a similar plan bosed on a master plan? Jp'N 16 2007
_ Y N If yes; date and address of master plarr.
Licensed Plumber ChGe???2" LXN??ii elephone #((? 4 YbD-
Mechanical Contractor ??O/LI 70i2 1 ElGk/fGMelephone #(y5`J.) '431 -' S811
Sewer/WaterContractor Telephone#(q S',i.) W40- 4-l2
I hereby apply foi a Residenrial Building Pemut and aclrnowledge 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 pernvt, but only an application for a pemut, 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 ofplans.
M aUrievy spt'o'N -wWaq,(_40
ApplicanYs Printed Name Applicant's Signature
DO NOT WRITE BELOW THIS LINE
,
Sub Tvpes
? 01 Foundation ? 07 OSplex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
0 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck O 23 Porch (screeNgazebo) ? 36 Multi Misc.
? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex ? 25 Miscellaneous
Work Tvpes
p 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding
? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
0 33 Alteretion ? 37 Demolish Building` ? 43 Reroof ? 46 Windows/Doors
? 34 Replacement 'Demolftion (Entire Bltlg) - Give PCA handout to applicant
Description: WaterDamage_ Yes
Valuation -0/ 3?D) 000 .E5D Occupancy MCESSystem
Plan Review N 100% or _ 25%
Census Code O) Zoning ? City Water
SAC Units 1 Stories / Booster Pump
# of Units ! Sq. Ft. Z?{ PRV
# of Bldgs ? Length Fire Sprinklered
Type of Const ?a Width
REQUIRED INSPECTIONS
)6 Footings (new bldg) Sheetrock
1o Footings(deck) -4n FinaVC.O.
Footings (addition) FinaUNo C.O.
? Foundation HVAC
_ Drain Tile Other
Roof r Ice & Water k Final Pool Ftgs Air/Gas Tests Final
? FraniinB Siding _ Stucco Lath 1o Stone Lath
Brick
_Z? Fireplace ?0 R.I. 10 Air _
Test fd Final Windows
? Insularion _ Retaining Wall
Approved By: Building Inspector
-- ----------
Base Fee --------------------------------------------------------------------
78? /? 5/Yf T?.`h i S/-lE)? 13 ?i fc f9. /`/-
Surcharge
7 ?? S p./=T
)E
S/fieb
?
mTJ ?
Plan Review S .
S
7q
s 5;?'' F77
"
e
MClESSAC ,
-
?
-
Cit SAC
y a 5 FY"•
??s. oo) Co r?eize? poj2C?+ ? z 9.
Utility Connection Charge It/
D ecl? ?I?T F
o°°
a fl
S&W Permit & surcharge ee 3.
-
TreatmentPlant C-,9.,g?,?,n r?oa 12- ??63 S?j •?'?"
License Search
Copies / %
Other
?Vc? c?n.7e2
Total 6-efi-r9&-6 795_55•,F+1C33.1-S
Permk #
Permit Date
REScheck Software Version 3.7.3
Compliance Certificate
Project Title: Bruce and Debra Esse
Report Date: 1 1rsoros
Deta fiIBn31ne: R:W Builder\MANLEY BROTHERSlMBC0336 Esse (RCKF11-22)1E3.0 ENERCaY CALCS\e.rdc
Energy Code: 2000 Minnesota Enetgy Code
Locanon: Scott County, Minnesota
ConsWCtion Type: Single Famlly
Glazirxg Mea PerceMage: 72%
Construction Site: Owner/Agent: Designer/Contractor:
Lot 6 Bbdc 2 Piney Woods 4659 Pine Cook Manlgy Brothere ConshucGon
Circle 2113 Cliff Drlve
Eagan, MN Eagan, MN 55122
651-454-4933
, ..
Grass Cavity Cont. Glazing UA
' Area or R-Vaive R-Value or poor
I Perimeter U-Factor
Ceiling 1: Haisad or Energy Truss:
Walt 2: Wood Fraine, 16" o.c.:
Window 2: Above•Grede:Vnyl Frame:0ouble Pane with Low-E:
Doar t: Solid:
Door 2: Glass:
Wall 3: Wood Frame, 16" o.c.:
Window 3: AhovaGrade:Vinyl Frame:Double Pane with Low-E:
Door 3: Glass:
Wall 4: Structural Insulated Panals:
Basement Wall 1: Solid Conaete or Masonry:
Basement Wa112: Solid Conaete or Masonry:
Fumaee 1: Forced Hoi Air: 92 AFUE
1738 44.0 0.0 38
7782 19.0 0.0 95
710 0.350 39
18 0.071 1
qs 0.350 16
664 79.0 0.0 29
147 0.350 51
25 0.350 9
198 7.5 25
1040 0.0 5.0 89
85 0.0 5.0 9
Compllance Statemenf: The proposed bullding deslgn described here is consisteM vrith the building plans, apecificaltons, and other
calculations submitted wlih the permk application. The proposed huiWing has been designed to meet ihe 2000 Minnesota Enargy
Code requlrements In REScheck Version 3.7.3 and lo comply with the mandatary requiremen[s listed In ihe REScheck Inspection
Checklist. ?
DUIGMrp,M ??fbf avtltu ?Vvo'tln2ds Cou,S?M?`u?.< < i o-7
BuildeUDesigner Company Name Date
Bruce and Dabra Esse Page 1 of 3
0 JOL
d
cm
c
R
t
U
Q ?
oz a
S3' ? ?
Q' ? ?
? ? ?
,d ? o
? ? ?
? 0 ?
,(Y ? ?
? ?
,8' 0 ?
? ? 0
LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING PERMIT APPLICATION
PROPERTY LEGAL:
DATE OF SURVEY:
LATEST REVISION:
DOCUMENT STANDARDS
. Registered Land Surveyor signature and company
• Building PermitApplicant
• Legal description
• Address
. NoRh arrow and scale
. House type (rambler, walkout, split w/o, split entry, lookout, etc.)
• Directional drainage arrows with slope/gradient %
• Proposed/existing sewer and water services 8 invert elevation
• Street name
• Driveway (grade & width - in R/W and back of curb, 22' max.)
L t 5 Foota e
?
7??
2".rs 7
/`2.-Rd,n.,,, p m. ?
• o quare
• LotCoverage- Zcr/o /'iLkK. Ar,.K. GlLr'?ious
ELEVATIONS
Existina
? ? ? . Property comers
? ? • Top of curb at the driveway and property line extensions
?j ? ? . Elevations of any existing adjacent homes
,0 0 0 • Adequate footing depth of structures due to adjacent ufility [renches
'2 ? ? • Waterways (pond, stream, etc.)
Prooosed
? ? ? • Garage floor
g ? ? • Basement floor
p? O ? • Lowest exposed elevation (walkoWwindow)
g ? ? • Property comers
'z 0 0 • Front and rear of home at the foundation
PONDING AREA (if applicable)
? ? ? • Easement line
,? ? ? • NWL
? ? 0 • HWL
;T ? D • Pond # designation
.d 0 ? • Emergency Overflow Elevation
? ? • Pond/Wetland buffer delineation
? N • Shoreland Zoning Overlay DisVid
Y ? • Conservation Easements
DIMENSIONS
.2 ? ? • Lot Iines/Bearings & dimensions
z ? ? • Right-of-way and street width (to back of curb)
'
g ? p • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring pertnanent footings)
g ? ? • Show all easements of record and any Ci tilities within those easements
? 0 ? • Setbacks of proposed structure and s' ' yar setback of adjacent existing structures
? ? ? • Relaining wall requirements:
' Date Z Z G
d B
i
y: g?j
Rev
ewe
///7/? /
G:/FORMSlBui lding PermN Appliwtion Rev. 71-26-04
Z/7/07
?? "4. Surveyor's Certificate
SURVEY FOR : Manley Brothers Construction
DESCRIBED AS : Lot s, Block 2, PINEY WOODS, City of Eagan, Dakota County, Minnesota
and reserving easements of record.
Bruce & Deb Esse Rea. . oVj n6hwQUO• mED
3:1 M8ldi1H911 S1*n
Or P8"t3lRSPEg VVd VM
88 ROQLOifBd -14
i
? i
i
r? %SE
i Exst. Home ?
Tob=9372 i
R/`N
I?
lzr) I
I ?
?
s40TAILL
PE??gp
7?1?9?"FR COI??pCpROL
93s.8?---'-----------.?i9282
ssa.?
935.2
934.5 935.3 N89°47'S "E 159.52 rAt 916.9917.3
-_ • ? 917.5
I I rr- N? 934.9 __- - . .
?.?_ j \a O
to I 1. a` In o'a
27.00 l 1?
v
D a 926.0 , 1 wyrw° 5.:
D 933.4 Op 27.3 ? ?d?my'? V7
I Garc9e 20.00 927.D ? nki o+? O
Plw O
5.1%1 936.0 - 10'
D.
A? 1 \ 0 7.0 8.75 ?0 925.4 I o a? N
G N ? 8.00
N ?F ? •?o °
? w w
ProPosed P paok mj
33.1\? ? I 01 °2.50 Romhler o
J 9,PCW W/0 0-7 ?
Srv'e 935.8 4' O 7.00 1?919.6 (.n
s o? 9? 6.50 0, 927.0 ' I, O
? ??
o9 91.3
l 5? ;`? c l 0 45. 0
9.3
0
926.2 u j 915.4 POND
32.32 925.2
_ 916.6
? L_ l; ; ..
9Mg5TLUE SIRoO??0m
Ca3LACt76M @'iR a0O P
Exst. Home
Tob=934.3
?I ?
= 12,683 L?
= 2,458
19.47o LM ?
r?
?
BENCHMARK, co ?
? LOT SQ. FOOTAGE
Qy? ???p
4 Q. FOO TA GE
OVERAGE _
IiVS EC
890{vs aG??? ......
..
PROPOSED ELEVATIONS
Top of Foundation = 936.5 ? ??;?
Garoge Floor = 936.1 Bsmt in Baq l?
Basement Floor
= 927.5/926.5 ° I
Aprox. Sewer Service = 922.4 ? N'•
Proposed Elev. _ ?'? ??- 9
Existing Elev.
Drainage Directions =
nenntac (lffcoF
EGISTERED
?LANDvno : tr
14376
SCALE: 1 inch a 30 feet
TNH 0 3&4/2
EL= 934.45
e
c'
MIN. SETBACK REQUIREMENTS i
Front -30 House Side - to I
Rear -15 Garage Side- 5 j
HEDLU/VD i HEREBY CERTIFV THAT iH15 IS A 1RUE AND CORRECT REPRESENTATION
OF THE BOUNDARIES OF 'fHE ABOVE DESCRIBED PROPERTY AS SURVEYED
BY ME OR UNDER MV DIRECT SUPERVISION AND DOES N0T PURPORT TO
PLANNING 6NGIN66RlNG SURV6YING SHOW IMPROVEMENiS OR ENCROACHMENTS, EXCEPT A SHOWN.
2005 Pin Dak Drive 0 ?
Eagon, MN 55122 DATE -//v
Phone: (651) 405-6600 E D. IINDGRE Y. LAND SURVEYOF
Fax: (651) 405-6606 IN SOTA UCENS NUMBER 14376
N0:
06R-495
Manley 06
41? City of Eapn
REQUEST FOR HOLD
Project Name
Location 4?1 lme_ CanL l.i f
Proj ect Number / Permit
I.egal Description: Lot_ Block Section/Subdivision
Pazcel #:
Reason For Hold: Co('TO?.cmn c1??Ce? C?mt.Pp /J6G Ccng?W ' dR? MtL2l? 3/2.8/6-7
Place Hold On:
?
Issuance of building permit
Certificate of Occupancy
Other (please explain)
? ???----
Chief Building Offici enior I? nspector
?-?17/01
Date
4?I1 ?o-1
Date
_ //??/?F 7
Date
If approved, this "hold" will remain in effect for 15 working days. Upon expiration, the hold
may be renewed as needed. Please inform Engineering Secretary when issue has been resolved.
c FoRMSAtwueu For Hold Io'os
Date: 11/22/2006 RevisionDate: 11/22/2006 NewConstruction
Site Information
Address 1: 4659 Pine Cone Circle Project #:
Address 2: Lot: 6 Block: 2
City: Eagan County: Dakota Subdivision: Piney Woods
Aaolication Information
Business Name: Manley Brothers MN Contractor License #:
Contact Person: Brian Christopherson
Office Ph: 651-454-4933 Fax: Cell Ph:
Address 1: 2113 Cliff Drive
City: Eagan State: Mn Zip Code: 55122
House Details
Square Feet: 3186 sq. ft. Avg. Ceiling Ht: 8 ft. Number of Bedrooms: 4
Ventilation : Balanced
Total Ventilation Capacity : 112 cfm.
Minimum Continuous Ventilation :75cfm.
Intermittent Ventilation: 37 cfrn.
Combustion Apoliance
Water Heater: Power Vent Input BTUs: 46,000 Independently Vented
Fumace/Boiler: Direct VenUSealed Combustion Input BTUs: 100,000 Independently Vented
Other Combustion Aopliances
Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No
Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No
Exhaust Eauiament
Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135
Exhaust Fan Rating (cfm): 135
Make-Up Air
No Make-Up Air Required by Code
Combustion Air
Round Rigid Required: 3 inches or Insulated Flex: 4 inches
Applicant Name (print): "a Qv'-2?l? 0>44% 5ignature/Date:
l06
Code Official (print): Signature/Date:
(D 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA112908
Date Issued:08/26/2013
Permit Category:ePermit
Site Address: 4659 Pine Cone Cir
Lot:6 Block: 2 Addition: Piney Woods
PID:10-57700-02-060
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar.
Pictures are not acceptable in lieu of inspections.
Carbon monoxide detectors are required by law in ALL single family homes .
Ryan Davis
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Bruce A Esse
4659 Pine Cone Cir
Eagan MN 55123
R Davis Construction Inc
710 N 4th St #306
Minneapolis MN 55401
(612) 259-5363
Applicant/Permitee: Signature Issued By: Signature
Date: 1
City..o
3830 Pilot Knob Roa
Eagan MN 65122 `:
Phone: (651) 676.6675
Fax: (661) 6751.5694'';:`;':
r
Use BLUE or BLACK Ink
For Office Use
Permit #:_1132/Y____
Permit Fee:
Date Received
Statt:
2911 RESIDENTIAL BU!LDING•PERMIT APPLICATION
•• NE..Gly
Unit #:
Site Address:
RESIDENT /
OWNER
Name: ' BM Coe g5 E
Phone ear( y.5.0°Z�
Address / City / ZIp; %i S�% i�'i /% Cie).tiC "CSA- 6-i4 n7 4.023
Applicant is .Owner Contractor •
TYPE OF WORK Description of work:
• Construction Cost:
Multi -Family 8 Iding: (Yes t No k )
Company:144�c. • . 1 . 'Z (' Contact: 57i 6 s?5,eC. /�/,
CONTRACTOR Address' . 'o/ >'!'�',! //2yp/s
44.(1“;'1,
�� ��� ; f' � .City: r
State: z P, Phone. ' :' a y 575.0-0
lir q"Fi''. X I �•1y
Ucenso # 4,6',Olt) c./.'' .. Lead•Cetyficate #: A444-7--- A
If the project is exernpt,from lead cortlflcatlon,.please explaln why; (see Page 3.for additional information)
COMPLETE THIS AREA ONLY IF.CQN$TRUCTING A NEW BUILDING
In the last 12 months, has tho Cltyof Eagan lasuod a pormlt for.a similar plan basod.on a master plan?
_Yes No If yes, date and address of master plane
t;Jconsod Plumber:
Mochanical Contractor.
Sevror & Water Contractor:
Jt"
•
Phone:
Phone: .
• Phone:
NOTE: Plans and su
pporting; documents't •O•yoy submlt•arq t;gns1/I tc•be public information. Portions of
, the Information may bo classif/eda cnor] p1ibllc,lfyotl p.p,Y/d0-s ,0 'reasons that would
• '° '' rfc ud6t'Yha#rtlitpe rmlt the city to
.... . � ••' arc'tx$de,socrets;'•:��
CALL BEFORE YOU DIG, Call Gopher$taty 81(4,5,1) 464-0002 for protection against underground utiifty damage. Call 48 hours
beton you Intend to dIg to receive locates or underground uttlltlei
•go9hp�laleopeca(I orq
•...l �• N i r :: J i1 •t:*r. r •
I thereby acknowledge that this informalJpn Is Complote and oCCurate; {het tho'
work µAU be.in conformance with the ordinances and codes oI the City of
Eagan; that I understand this Is not a Knit, but only an application for a permit, end work Is not to start without a permit; that the work vii oe in
accordance with the approved plan In the'case o(work which requires a review a'nd approval of.plana,. •
Exterior work authortrod by a bulldin •
days of pormtt Issuanco, g permit issued In accordance with tho MInnosota Stato Building Codo must bo complotod within ISO
x Sf Et/ : STiZ4964144
Applicant's Printed Name
•
Paget of