679 Pine Cone TrCity of EapIl
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax:`(651) 675-5694
-- ------------
? ForOifice'qSe ?
j Permit #: U 1??(J C/3 I
? Permit Fee: /-370- 1
? Dale Received: j
? I
1 Stafl: I
?----------------'
?
2008 RESIDENTIAL BUILDING PERMIT APPLICATION c?? y
Date: ?a a' ?Skepddress: ?O'/ Pne GOne ai 141C
? ,?.5 "?
Tenant: I i t?y S''- ?' 6;crvl C /C.- /44iSuite #:
RESIDENT/OWNER Name: ? m`'f'MiLktf Ic /Ii,li lfk?Y Phone:/r???cti'%-
Address/ City /Zip: &2(( /-Cv'<' (--ome. 71''czi) ?aw?in /?'?1? -1?/3?
Applicant is: _ Owner -4 Contractor
TYPE OF WORK Description of work: 15+'SE'_ im f V!T l rYt i 5?
Construction Cost• `# Multi-Family Building: (Yes _ / No'x_j
CONTRACTOR Name: dn
.
?
Address '?-q/cA/
City: State:Al 1v ZiP:.S-? O ?J
Phone: Contact Person: ? «-f{'J?
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
Minnesota Rules 7670 Cateaorv 1 Minnesota Rules 7672
Energy Code . Residenlial Ventilation Category 1 Worksheet • New Energy Code Worksheel
Category Submitled Submitted
(4 Submission type) • Energy Envelope Calculations Submined .
In the last 72 monThs, has the City of Eagan issued a permit for a similar plan based on a master plan? -
_Yes _No If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contrector: - Phone:
Sewer & Water Contractor: Phone:
NOTE: Plans and supporting documents: that you submii are considered to be publlc lnformation. Por[ions of
the infarmation may be classitied as nbn-publfc if you provide specific ieasons that woufd permif the City to ,
sonclude thafthe are trade searets.
I hereby acknowledge that this information is complete and accurate; ihat the work will be in conformance with the ordinances and codes of the City ot
Eagan; that I understand this is not a permil, 6ut only an application for a permit, and work is not ta starl without a permit; that ihe work will be in
accordance wilh the approved plan in the case of work which requires a review and approval of plans.
x.,+Sk1anJ I Y7il?lrr. ? ti' ?17 /7hv?fFT?i? f?i'?
ApplicanPs Printed- ame ??J p pIicanYs Signatu ?
? I JI Page 1 ot 3
FkB 2 :' 2008 ?J
DO NOT WRITE BELOW THIS LINE
SUB TYPES
? Foundation O 05-plex ? 16-plex ? Accessory Building ? Pool
ngle Family ?
? Si 06-plex ? Fireplace ? Porch (3-season) ? Ext. Alt. - Multi
? Ol of _ Plex ? 07-plex ? Garage ? Porch (4-season) ? Ext. Alt. - SF
? 02-Plex ? 08-plex ? DeCk ? POrCh (screen/gazebo/pergola) ? Multi MisC.
? 03-Piex ? 10-plex ?,. Lower Level ? Storm Damage
? 04-Plex ? 12-plex ? Miscellaneous
WORK TYPES
? New ? Interior Improvement ? Siding ? Demolish Building`
? Addition ?
Move Building
? q
Reroof ?
Demolish Interior
`fid .AlTeration ? Fire Repair ? Windows ? Demolish Foundation
/O Replacement ? Egress Window ? Water Damage
. ' Demolilion (entire huilding) - give PCA handout to applicant
DESCRIPTION:
Valuation Occupancy MCES System
Plan Review Code Edition SAC Units
(25%_ 100 % -:,(-) Zoning City Water
Census Code
T^ Stories BoosTer Pump
T
# of Uniis
Square Feet
PRV
# of Buiidings Length - Fire Sprinklers
Type of Const. L/ ('}
TT Width
REQUIRED INSPECTIONS
Footings (new bldg) Sheetrock
Footings (deck) Fina1/C. O.
Footings (addition) . ? FinallNo C.O.
Foundation ? HVAC
Drain Tile OTher:
Roof: _Ice & Water _Final Pool: _Footings _Air/Gas Tests Finai
G Framing Siding: _Stucco La[h _Stone Lath _Brick
? Fireplace:j- R.I. Y-Air Test N4 Final _ Windows
? InsulaTion _ Retaining Wall
?
Reviewed By: ?
. Building Inspe ctor
RESIDENTIAL FEES:
Base Fee
Surcharge
Plan Review
MC/ES SAC •?' l
City SAC
Utility Connection Charge
S&W Permit & Surcharge -
Treatment Plant
Copies
Total
Page 2 of 3
- - - - - -
I PorOfFi_ce`'lise` I
I ?
? Permit#:
? Permi[Fee:
I ?
I ?
? Date Received: ? I
? Staff: ?
L -------=---------
2008 RESIDENTIAL PLUMBING PERMIT APPLlCATIOM
Date: `?/16, d ? Site Address: ?.clI1Q
7enant:
Suite #:
RESIDENTlOWNER Name: -44' Phone:
Address ! City / Zip:
CONTRACTOR Name: License#:
Address: ?15o, ???C
City_ State: Zip:
Phone: ContactPerson•. &--"1
TYPE OF WORK _ New _ Replacement _ Repair _ Rebuild k Modify Space _ Work in R.O.W.
Description of work:
PERMIT TYPE RESIDENTIAL
?,?
Water Heater - _ Water Softener `
e
_
J ?
_ Lawn Irrigation x Add Plumbing Fixtures ?
?
r'?"
v.-, ?o?f
? ? RPZ I_ PVB) _ Main u Lower Level)
?f
Septic System _ Water Turnaround
New
Abandonment
REStOENTIAL FEES:
$50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge)
$30.50 Lawn Irrigation (includes $.50 State Surcharge)
$50.50 Add Pfumbing Fixtures, Septic System Abandonment, Water Turnaround" (includes $.50 State Surcharge)
'Water Turnaround (add $136.00 if a 5!8" meter is required)
$100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge)
$90.50 Fire Repair (replace burned out appliances, ducrivork, etc.) (includes $.50 State Surcharge)
TOTAL FEES $
I hereby acknowledge that this information is complete antl accurate; mat tne worK wnl oe m comormance wnn me ominallce> a.1a w16? 01 M_ ?ILy
Eagan; that I understand this is not a permit, 6ut only an application for a permit, and work is not to start without a permit; that the work will 6e in
accordance with the ap rovetl plan in the case of work which requires a review and approval of plans.
x x??7
Applicant's Printed Name ApplicanYs ignature ,
EOR OFFICE'USE '' M z Reviewed By ? Date:
I Required inspections: ' llnder Ground Rough In _Ais Test^_? Ga5 Test '? F=F?nal 4
2005 RESIDENTIAL BUILDING PERMIT APPLICATION
- ? City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone 9 651-675-5675 FAX # 651-675-5694
New Construction Reauirements
3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas
(20% maximum lot coverage allowed) (2) - I cePi tG1 . (5W 1212
2 copies of plan showing beam & window sizes; poured found design, etc. ?
1 set of Energy Calculations v
3 copies of Tree Preservatlon Plan if lat platted afler 711793 N O
Rim Joist Detail Options seledion sheet (buildings with 3 orless units) f
RemodellRe ir Re uirements
2 copies of pWn !
1 sel of Energy Calculations for healed addAions?
1 site survey for additions & decks
Add'Mon - indicafe if on-sfte septk system
Rp -1 l 1?-L0 3 .
MP
5ct1 a . 'a__5
ao.5o
10 !EO
? U133 s3
?----
Office Use Onlv
CeROf SurveyRecd
TreePres Plan Recd
Tree Pres Required
OnsAe?SepticSystem
tnu.ect -r
?'Y _N
-Y ?N.
Y ?N
n?tf.?? ??'?ttu
.r7?117'. -R?D?j ?
Date ./0-Z / CD / 05 Construction Cost CV
SiteAddress ( (1?q P UniU5te tl
L8 Rm?j ds ?o --1 cx) - o'?-O - o?
Description of Work ? e W Co/?, S /! U r 6 O!a
Multi-Family Bldg _ Y)? N Fireplace(s) _ 0k 1 _ 2
O
P
t hone # (66 ) C?
Tele
roper
wner
y p
C
Contractor -
Address City G'ieL
Stste i///) -11
Zip Telephone #(Jp6/ ) C?? "971 O
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672
Ene[gy Code Category , Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet
(Jsubmissiontype) Submitted Submitled
• Energy Envelope Calculations Submitted
Have you previously constructed a building in Eagan with a similar plan? _ YX N If so, 25% plan review
fee applies.
Licensed Plumberc??er?
Mechanical Contractor
Sewer/Water Contractor ?
Telephone #( )
Telephone #?5)) 76 D- 8Y13
Telephone #(?'j?) If*"
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
Sub Types
? 01 Foundatian
'l 02 SF Dwelling
? 03 01 of _ plex
? 04 02-plex
? 05 03-plex
? 06 04-plex
Work Types
OFFICE USE ONLY
? 07 05-plex ? 13 18-plex ? 20 Pool
? 08 06-plex 0 16 Fireplace ? 21 Porch (3-sea.)
? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.)
? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo)
? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 12 12-plex Plbg_Y or_ N? 25 Miscellaneous
*- 31 New ?
? 32 Addition ?
? 33 Alteration ?
? 34 Replacement
Valuation Dl?
Census Code
SAC Units
# of Units
# of Bldgs
Type of Const
? Footings (new bldg)
_ Footings (deck)
Footings (addition)
?C Foundation
Drain Tile
Roof ? Ice & Water A Final
? Framing
Fireplace _X R.I. _y Air Test )( Final
Insulation
Occupancy MCES System
Zoning City Water
Stories ? Booster Pump
Sq. Ft. ,3 PRV ?_
Length 1 Fire Sprinklered
Width
REQUIRED INSPECTIONS
? Fina]/C.O.
FinaUNo C.O.
_ Plumbing
_ HVAC
Other
_ Pool Ftgs Tests Final
_ Siding _ Stucw m _ Brick
_ Windows `
_ Retaining Wall
Approyed By: I k , 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
? 30 Accessory Bldg
? 31 Ext. Alt - Multi
0 33 Ext. Alt - SF
? 36 Multi Misc.
35 Int Improvement ? 38 Demolish Interior ? 44 Siding
36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
37 Demolish Building• ? 43 Reroof ? 46 Windows/Doors
'Demolitlon (EnBre Bldg) - Give PCA handout to appifcant
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Permit Number
REScheck Compliance Certificate
2000 Minnesota Energy Code
REScheckSoftware Version 3.6 Release l
Data filename: C:\ENERGY CALCS\MBC0240.rek
PROJECT TITLE: MBC0240
COUNTY: Dakota
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
WINDOW / WALL RATIO: 0.18
DATE: 1 I/11/OS
DATE OF PLANS: 11-I 1-05
PROJECT DESCRIPTION:
Tim & Michelle Miller
Lot 8 Block 2 Piney Woods
679 Pine Cone Trail
Eagan, MN
DESIGNER/CONTRACTOR:
Manley Bros. Construction
COMPLIANCE: Fasses
Maximum UA = 572
Your Home UA = 558
2.4% Better Than Code (UA)
Ceiling 1: Raised or Energy Truss
Wall I: Wood Frame, 16" o.c.
Window I: Above-Grade:Vinyl Frame:Double Pane with Low-E
Wall 2: Wood Frame, 16" o.c.
Window 2: Above-Grade:Vinyl Frame:Double Pane with Low-E
Door I: Solid
Wa113: Wood Frame, 16" o.c.
Window 5: Above-Grade:Vinyl Frame:Double Pane with Low-E
Basement Wall 1: Solid Concrete or Masonry
WaV1 height: 8.8'
Depth below grade: 82'
Insulation depth: 8.8'
Checked By/Date
Gross Glazing
Area or Caviry Cont. or poor
gg,rimeter R-yalllg B-' lug 1L-FacS.4r 1!A
1411 44.0 0.0 31
553 19.0 0.0 25
134 0.350 47
1720 14.0 0_0 8l
281 0.350 98
59 0.350 21
1332 19.0 0.0 66
220 0350 77
833 0.0 5.0 68
Floor 1-unconditioned:
All-Wood ]oisdTruss:Over Unconditioned Space
Floor 2-outside: All-Wood JoisU'fruss:Over Outside Air
Floor 3-walkout foundation: Slab-On-Grade:Unheated
Insulation depth: 3.0'
Fumace 1: Forced Hot Air, 90 AF[JE
95 30.0 0.0 3
105 30.0 0.0 3
51 5.0 38
Proposed and Msaimum U-Factor Averages
Above-Grade Windows and Glass Doors
Includes Foundation W indows > 5.6 ft2
Floors Over Unconditioned Space
Proposed
Average U-Factor
0.350
0.033
Maximum
Allowed U-Factor
0370
0.033
COMPLIANCE STA7'EMENT: 'fhe proposed building design described here is consistent with the building plans,
specifications, and other calculations submitted with the perntit application. The propnsed building has been designed to
meet the 2000 Minnesota Energy Code requiremenu in RES checkVersion 3.6 Release I(fonnerly MECchec4 and to
comply with the mandarory requ'uements listed iq the RES checklnspection Checklist.
Builder/Designer Date / '?
REScheck Inspection Checklist
2000 Minnesota Energy Code
REScheckSoftware Version 3.6 Release 1
DATE: 11/11/05
PROJECT TITLE: MBC0240
PLAN REVIEW AND INSPECTION ISSUES
This list of items may be helpfut for Plan Reviewers and Buiiding lnspectors to use as a guide for enforcing ttie Minnesota
Energy Code. The items apply to Group R, Division 3 Occupancies, one- and twafamily residential dwellings. The
items marked with * apply only to detached one- and two-family residential dwellings.
PLAN REVIEW ISSUES
FOUNDATION INSPECTION
[] foundation wall 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
[ J slab on grade perimeter insulation R-5 minimum
[] slab insulation extends Gom top of slab to design frost line or top of footing
[] tloors over untieated space R-30 minimum
WINDOWS / DOORS / SKYLIGHTS
[] average U-value is 0.37 maximum for windows and glass doors (excludes foundation wiodows)
[] window U-values consistent with building plan and RES checkCertificate
[] window and door areas consisteni with building plan and RES checkCerti6cate
MECHANICAL VENTILATION ISSUES
[] resideMial mechanical ventilazion system provides adequaYe ventila[ion per code requirements'
[] furnace efficiency is consistent with RE&-heckCertificate or building plao
[] pro[ection against excessive depressurization is installed per code requirements'
ENVELOPE INSULATIOIY FOR PLAN REVEEW
[] interior basement insulation R-5 minimum (if no exierior insulaYion)
[] ceilings with attics R-38 minimum or consistent with building plan and RES checkCerrificate
[] wa11 frazning and insulation level is consistent with building design and RES checkCertificatc
INSPECTION ISSUES
CONCEALED INSULATION
Framing and Sheathing
[] wind wash barrier installed a[ attic edge
[ J exterior wall comers fiamed so that insulation can be installed aRer exterior sheathing is installed
[] intersecrions of interior partition walls and exterior walls framed so that insulation can be installed between [he
partition and exterior sheathing after exterior sheathing is installed
[] gaps benveen framing less than one-half inch are eliminated by securing framing together or are insulated at the time
of assembly '
[] all penetrations between conditioned and unconditioned spaces made prior to framing inspection are sealed "
lttterior Air Banier
[] all fire swps aze air sealed
[] pipes, ducts, wires, equipment and flues and chimneys through the interior a"v barrier are sealed
[] a sealed continuous interior air barrier is iastalled on the warm side of the building envelope at ceilings, walls, and
floor rim joist areas *
f 1 air barrier behind tub and shower is sealed and protected
recessed light fixtures are sealed
Errvelopelxsulnlian
f 1 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
] insulazion on skylight stiafts and walls exposed in attics is supported on ihe unconditioned side
Attic lnsulatian
[] atric 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 installauon 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 1-800fi57-3710.
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e
cewM.1. CeMiomucuea
w .
e?a?.?
a??roo.roeh, . im
ww.aror+.irnu
mb?NOr IapaMinAbli3M0.Wm.pqeWf[kee,evpnb
frapal elmewsunm airy.vYawn4myarcnx.
PY/nMeanFUm9nN xµp/Y(m u'
~
m ar, lip31.
'BMV?
W atertablelSill Insiallatium
We1011ebIBl9115 plOVitla B IlBnSilpn plew Celween e 310nB
w ot antl aNer axtarmi frnishea mE lar wa?er rvnaff. They
n el ttm be useO aa e wviEOw zll. Imtell usi?q gamFnixeE maul
support bmcket5151mpson Slmnp Lo A 21 oi olher BaNanixeJ
iipM1l englo Oreckel witM1 M1olUinp cepxip mHimum S Ip5 /LFI
fid3lBMtl wilh BdWd11ix9JlNJS IX SClBwS pT9RMM0 SIU031' M
a mirimum of 16' O.C. Use conetmclion a00esiva [o bone Aome,
at ElatkBl Iamtion5. CaWk entl tU51i ds r9quilBtl a[ WablleN4r
Sil kca4ona s¢nB an appovBO m??mimieX+tiva IhNlnq WI
B%tBlldS tO 010 SYfIdCB 01 BM[BnOf Wdll finiell 0110 III51lIIBtl IO
prOVent welV fhM no-enlelirg eB ev[eh'uv well eneBlopa.
rapper,a.....? .Hear
IopMUN uW1 ?Ww IYfn n bv/L] F Oipe'rcuWUto or,wJw
mw -yn.wea.eassm w wkw..
Inxtalling Stone atGrourtl Level
Koepft biSM1? otlp oI1N CuIWttkStmal poputtamiWnum
f 0 b.ive0rarre if anh orR'eWvepavomenLUaeaTxO'
levtll'n8 StrIp SVdipMeOBB) (Fg. ]L
m:e wae
• Rwile Omnage ea repdretl by eypllcabb EWIOinp mae.
• Avo l pee5ible SNmin901IM1e st00a by Wi15 confalninq elkali
or otoor mina2U.
Preparc Vour Worlc Aren
Spead C.1wree Srore'weu veriex mrt at Ihejoe voe w you ?wo
9 pOW vdllBly Oo BiiBS. ZM18pe8 BM LdYfS IO LM09B f1OT. Plen
fo, some vanery ene comrasd In Tne ovamll aesion. U. small
SIMBS IIBxt b WBO MBS. M2`µ1BtlY(¢O pKB51iBML b SRIOMh.
IhiCkSmeanaztNthinner mes MirinpCUltmeE5lonp•wap
ear irorn dlfieront boxes dunnp aOGlicetion will allow yuu io
CCM1iBVa a tl¢SiosWe bslaMB of a Wnes on yqlr finiihed pl01mt
MnrInl
NOTE W[nTHER LONORIONS
II slone 6 EePq applie410 Mn o! tlry wCBtllar, lhe bdek of each
pi0ce SM1OUItl be m0i81BneE witll e line aplay of w8fet of e weI
brvsM1 to atlepwiery pevent excessive a05oroaan ol morsWre
Lam tM1e morlar. II bein0lnstalle0 over conaete. masonry or
Cld[CM1 CW I SYb512t¢. Ilie SYhSU319 SWIpCO ar0d ShOUIC tl13p
pB tlamponej o91ore aOPlyiN mnUr.
AppLCations slhaultl be Omlocletl from temperaWres below 00"4
monar w0 nout set up nrapeM umer sucn mnwnimz. oo ror
par an41leaze cumpqunE5lo I., Ne heennp p0im W mqmpar.
Sae Intunelional Builtlirp Cetle $ocGOn P106.3 for coltl wealher
con:vucamieouiremena.
4. MIXING MORT/16/f.ROUI'
Usin9 PmmixeJ Type N monar 01 [ampanems VOm iable Y,
' ioalvm.mds, mnshtae, Mmarmatosiaatlryane
Crumbly will nol prWitle pmper W nd. Mwlat Ihal ie too weo
wJIOe we3k antl mesry.
Perts Bv `/aluma
Ec..?,? ....c...., ro>.«i... kae?e
wcmmn? °
?'Fns
z/neo
6.MORTAN COLOP
Timine mo. conplamenu Ne cob of fie 11wre beng -insulatl.
&ln: use un mwiei witn oanM1tone amnes. inis will Bi
g1M1dnC0lt98Po 00f 11a 1' StiBE 113tBIbtiM. FoQUbr
lllul13l9CdllC ( 180t pl your C M1WBtl$IIXIB'
protluct Wn9 iron O ppmB U J N! myar 4pelar.
C qPPLVING MOFTNR TU PREPFREO
SUNG/\f F HREA
UvigaOd%meerswmaaonslm e11Fq8antl91,apqymo-ur
'/i WVl Tpici to pre0afe0 sutlace area. D. not ep.atl more
Nan a worka0la area 151o I p sQ. fq so Pet mwbr will not
"BBIUp before 1 5 OVdetl
,?,'? - ;'?? %
fWWB i ??°ewi= FHerB
M1.pplVln9 CWturetl Stone VmAur.is
$BB pC6B S IM eJJi1q11B1 in8tN4ti0n9 COnC9minp PlbFil'
Letlgeslona, Lerdine Ledpestdre aM European Ceslle Stone
n.5TA1rtiNG VOINi
Apply mIXIM antl 61q1p wOMlp flprtl Ille bOtlom up. ofllq9l
spones wn elsa Oe eGplieO imm ha rop Eown. Wakky imm
the tap Earvn mey help arok 5qashinB PrreeptuY appFaO store
wiM dbC,rp monar. Letlgestme Aypas sMWtl be irmelle0 fiom
Uro WIlOTYp.
ft„IOMT WIDTN
In d4B! 10 OOfdin 1M1d mP4l ndlUfdllo0k, IOlntt 51qWG b0 06
Alrtow as oossihle. Tha mneae sM1ONtl rot anceaE 4i in widtM1
M BhRClive IGOk Un 6160 bB aG1iBVCC Ey fiNng ]Ld185 tiqMly
ICgB1M1Br if tl05iretl. If usinB ti9h? ledrY SleGk Ta1fw0, h is
vnponan, to make sure aoztch waVExkinB has emn corereE
mmpletely by Me setUrg betl ot mmar. fiis wiN mmrceal Ma
sc2tcn ceaVbacki, aM pavent pockes frwn foimr, bereM
StM95 thd( COYI.') VBp Wltef.
C. SCTTING TNE STONES
Pmas oacF sfona inro Ne morur aeuin8 W firmly eiwugh m
spueex0 5ame monar aut amuntl Na stone's eEpea. A{.yly
ryesswe b Pie stane to ansWa e gx1 Mntl. EMUr? complele
enBe beTVem tha morter batl m0 bwk mAxe ol Ne
mn.. M«tar mzv a1sa ee si m va eru.e exe or v,e
sbne IFig. WI. Whe. stone is .nsAgee cortecIly, ureicn
cmWackin8 Yall not ta WsNle.
rq..m
?41-
Cere muN be IaNSn ro ava1J umonng morUr on
aurfew af Hone AttlMnbl smears aM1aultl Ee
removed uNnq e wniaw nroom onW seer moner
nes nacome c.uuhry.
D. INSTALL CORNER PtECES FIRST
II ycue BppliCdtion requites [emer oiecas, apOlY ttiese fvst.
NotiCB bet Iha cdMr pieW! M1ave a IonB w4 a shwl kg.
Arterwte e"sa n owoslie Greaiom IFiB. 11),
fyy,e
? e?e
[ INST4LL FLAT PIECES
Aper iM1e wrrer Pecen ere In qece, iWt Onces am appliep
wpkinq hmvartl llre well c¢n\er IFg. tTi.
Few?r
f KEEP VOUF MORTAR JOINTS WNSISTEM
%ace IM1e inEivqual amnes ciose toBetM1et creatin8 unifomi
jomts oervreen mam, cW eN mm ss requiretl to acniew
rqnsismnt wieln M lla mortar iolnu. Then vim and 1it amaA
Weces cre. any remaining wks ffy. 1T.
4
rq..+a
? ?w
?
\
6. CUTTING AND TqIMMMG
Stones cen he wl enE siape0 for fdt. Use wNa mwth rtlOPers
or a petUret IFg. IC aM I61.IRefx lo peBe )-TOOIS pequiretl.)
Swne Goken smnas m ee iouna in me eo.. ineee aim me
ey Y
Ge we0 M filNrq qapz batween laqe starres. Fa Oeat fniaM1ee
ePpedrantt. Coat cut or Moken eCgBS wiM moNf 11 possiqe.
aovuon cui eaeu uP..nam mer ere eewe eye tevei, eawn
wM1en babw eye Ievel.SAfEfV GVS6E5 ANO A WbT MA51(
$HWLDAll4AY5 BE WOPN WIffN CUTIMG I1NY CUITUNEI
BTONPPROOUCTS.
? Fyp16
NUTES
LEVEL ANp PLUINB lOINT LINES
Wfian appYyi p CabblafieMmwiulacNreE sune wrree5 Ewapem
CestleS. L' erealntlgesmre eMOevarromsncein
Ievel drq (AUTbpnt IinaS. AL50 klr9 ww8um Nec05 vnll M:k
m051 ndNldl il aqMiBU MnNn?BRy
RNEfl NOCN ANO STflEt1M STONE
WTen apal, Frve/ Pack w SVeam SIOne, p'an Na plecenrerl
OI SIOKR 10 MIIiTiM IiXTIrv ] 8M CN4s, 10lIN-Atdln IIIB ileOml
bok ol Ne m?Metl sM1apes.
LEDGESTONETYVF.S
Whan eppryinB pdgastare rypea 4aep plnLV as amaN ss pasade
10 meMUln e nOwrel laok antl iretall imm tM1e aanam up. SMke
jimt50ea(My. Gsvq rsoNl n0tlo expp9e NB back ecte N sldree,
m sve1Gh waVoactiy.
See paBe 5 ip atlJi0a?a1 in¢lmctims repaMing Pmfn•
LeEgestone. Lerdina Lotlgosmne end Ewapean Ca¢tle Smne.
GtouLnq antl Finishinq Joints
A. f,ROUTING JOINTS
If xMiMnel mwter uwUiren, uae e qwt Eag m fll in pims
ffg. iBl. Cere musi Ee laken ro avatl ameamq morur an aWxa
of sum. AmEenWl smenrs slwul0 bo rertroveE onry afta mw+er nes eecoma wmery u:in9 e wniak Moom w arv Cnsib
eal,sn. r.umr „re a wae ausn or wtre orvsn.
la? a.va
0. FINISNIUG JUINTS
NTen IM1e moner junts M1eve Oacome itrm a NumapnM dry
IvennB nme will veiy aependmp m wen s0ace ena ctimenc
fAntlM1iansl. theY s11aWE OB pn' nIW Jp `MtM1 e wG[C Elick ot
Ta1n NsitriO toel, Aaka oW ezcass mMe[ cwnpecl antl feel
Btlges &cuntl flare5lFp. 17L
Camiul attenllon m pmper efM even IoiMinB wi0 resuh in a
plofazsionel laokinq fini4h.
JL4
f
M?iynp
G CLEPNING FIN158ED J08
A1 me eM 01 NB wpfk tldy, a1 whM .I i5 w1(Miently %t
cP, i har9h8410 `+?mod W bPoTBO 0r bNSM1BE b RmOM
laose mwur ana m clem Ihe leca M ifie sume. A wn Mwh
MoNE nrvn Ge med ta trell tM inorlv jelMa as this vnX
cause sUinim, tlrol will ba Oi1ra4 w impossiWe, w remova.
De nOt We Nitl M o<IO-befetl proEUtL
aAtlitional Instnittiom For Pro-Fit
Ledgestenn, Carolina Ledqesrone aod
European CasNe Stone
FIT THE JOIN'f5 TIGHTLY
Insbll aN these potluc6 witli igbLfrtleO NwrWrlassl pints.
GBM211y COmpm ti Slwub he play0 thUrling BMh o1M1et tl
N gnea tw kvet en0 WanO. WTen ruNanp i1re Wctr of an Ilase
LqTppnenl4 TU9l GB WBt Tlby 9YFYk1 C¢ MtINBI#y Eelnp UN
iree Irom sullxe t. Marur musl pe t nro0 to ma1cM1 N
mlv of iM aawre yau ae v¢uNmg io 'eb w?wwel iM1e lunl Xms.
A. SfARTING POINT
Pratlucn aie aOWietl atanin0 Irom the botrom Ilrtn coursel eM
workin9 uD. Stan eect, wurse wiN tM1e eppropriom Legogusmire
comvorent m Einopean Ceslla SMna. Comnu6 honzomelM anE
f ipletB BaC1i mWSe aB10te 51BNng the neMl. ll reVUneC. cul
IhB ypl0ste1B SiZB CCYmPw' IBM 10 fIf i111R BM IX iGp Of 1?8
lni5h Brea (fig. 20). FlequenllV CIIBCk tlle inStdIId40n fOf IBVCI
Md 61iBmmen1.
B. INSTALL GORNER PIECES FIHST
tl ypur, epplkaf nBoNreS comN pf¢ces, SUrt by sn5lallinq e
rier piew frst faMOweE Dy Ihe atlloinine fat Weees. Nolica
s9n t116 corm pi¢m5118Vp 81Mg an0 SM1IXI IBp, AlteTala
tirese in opvwite tllreeoortf Fip.181.
4;00!??
C SETTING THE STONES
Press each stone Into Me morW seNnp boE firmly emu8h m
BOUeaxe a0ma mwmor oN azouM Me mOrb! qtWVe A Ihe back
edBe ol camponnnl AqAy pressura b No compoMrt la enaure
a gooE baW. Entiure wmpleu eoverpe between tM1e moMr
baE ana eeck surIKe af alone. Marter mey a4o ba applretl ro
Ihe enYre pack af Me slare. Checklor level wE qumb.
U. INSTALL FLAi VIECES
Pftar NB OBt mrrer pace is in pLara, Ihe mlioinin, Ilat piecea
of eacM1 mwse or peomm are epplied Usirq e nw.vel, svike ofl
tM19 BFC059 eIOame, MOIMd UY WpBS O( MB CMI.?WoBnI ("IM 10
0lacin9 ft ^i rompaMnt. Th%will eNqv Ne naulBtlpCerM1
camporem to fn ugMM (sae Fp, 19). Chawe Me wma Iwgffi
wmpon<m to nuun thn vMieM plnts Ge nol IMe up.
2ney
umr
I?am?tlMenena
. > _.
E GUtiING AND TRIMMING
vertiwi or noramei cuts mn ee meee uvno a ueb saw, nrcWer
sew or emall umEei eµtippeE with e Cry cul0g tliamonE a
cerboiun0um datle ISee Fg. Zq.
Fw?WMNrsi I
f1y?A pp
vYnwe?iYW
?
? d. . ? .
_?"'^+
CMinO sM1OWtl be tlam aWWe ss same Eustwl arur.
SNfE1Y GIASSES ANO A oU3T MG SK &10ULD ALW4V3 BE
WOPN WNENCUtiINGANYCULTUPEDSTONPRWOUCB.
StOneb pn elsa Ge tut a'M s1u0eJ VSinB ?tlBrtnNh nipp9i5 0r
a hamM1B1.
AnORIONAI INFORM0.TION ON
CURING AND F1RMf.
fin19ME EOaPe - RM9 ffi19hBtl 8Uaa5 A Bxp090tl CtBdS.
M EdB%s- Plxe wi e0pes wi1Mn comam.
FINISHING .IDIMS
Th e oesgn simpeny of R'o-Fit• la0geswrre. Cerdlna
tatlaestone antl Eurwwn Cazare Seone aiwrs tor euy
imullalqn ol mmpomnls ane pantles e fnisM1ae, moMrleas
pim eatween me siarea. tnrs reeuces me ume reouvea tw
cuNrq. erwumq ana jamuq.
SUH4pGE CLEANING
Cara mmtbatexen b awtl eonearinp moflarontlw surlam
01 GOTp0oBw15. ACCqBabl 9TBER BMuId EB RIMV2d WIN d
wM1isk Modn M Ory dis0e bmsh pMy alter morcar Igs becomB
crumdy. Uo not uw e wn brvab wis wira bvN. Carelul
e?tentian m properjanliipvnN resN, in a pmlefvomllookinp
lmaF. Do rot uae witl o1 aatlbu.d Pesdgual+. Vo?'ervwunmp.
antlbW4n0 or wira-0rvaM1 Gaminp.
Insialling Hearthsrones
NnnM. rm rwt rcwnm«iaM ar wunmM ia uurbe
me a as A suMSe ina oubjM to foot mflleime CraIN
PdvBI3 DtB dvMdble Irom y0ur tleMar fot PotiU6 NM wNkw6ys.
A.FLHCEINORTNN
Plra moNr Y: Eoep m SmcL wba suies t INn apan on
WepdrBtl SOBCB (Fg.211.
XMs],
6.Itlsi0.LL N[AFIHSTONES
Pkce Ne lirat HeaMnmne m ro the monfor EvC aM level
IFig. 22). Raee adieeent HBarNStmres, alpnin antl kvelieg
with Ne lirst qece.
If jnnm metl atl0iiimel mata, fJl joims uvn0 a 9mt ba8. iool
aM INisl, pints (allovimB Poeous inslNCY0n9 unOOr'Gmuutq
aM Fin4M1in9 Jpnuf Enwre Hesmsanes aie sefm a
complete ba0 0l mofrs,o???
rywa
iYP¢al Inseilntions
WOOUlRPME?
C. GUTfINL NNO THIMMING HEARSHSTONES
NeaMStonez cm ee cN ez repuiree usi,g a nrcular uw M1tcea
wifi a cakwuMUm oi NamaM daCe a uting a muon's M'rk
or UIB sdw. Pnce (niSM1Btl atlae5 ar BryMBtl &Bts. SA141V
GIABSES RNO A OU6T MASK SNOUID ALWAYS BE WOPN
WHENCVf11NGANY WLTIIPE?STOlYPROWC?S.
NOiES: Ncantmiona inuciliaiion
U.L. L15TED
Cunmea Swad• manulattureo sound whnear aro neann pmeucw
matle from mnmmbusfi0le mate?ials 4U.L. tstiag w10811.
BEV ara tisiae by UnOerwricxs teGOremonss. Irc. (ar use az
naar oostecwn ana ww snreias wnn sddwes ew on trepxa
Martts. io wmpl/ wiN V.L. LiatinB. marrar IanU musl wl
eHCeetl'/i in wNth tntl IM morlN mu51 Ee Bven wrth Rg t00
onna neenn:un.m.
flPISED ME/1RTH
Oo not candwiver of exWnE HeaM1Mmmas mare Nan 1n'
bayrond deeet euppart. When qmuunp Ne exientle0 pohion al
cenUkveletl HeaMSlaw, dlnp Ne pmN to Me GML ¢tlge.
Push e lodq pvRaMZetl .l MnzonuM inoo Me wm lo e0
Supp0ll. NBn COVeI Ilre Mil wilh m0llbt
in..e Wa-. m.ww.w5.e , rew w mwe
.. xac-mcmw.asocmmwi:wox.orse
CqeNER VNEP/1RATION:
SGALING F W EPLACESflIEART115 ?
If tlesired sealNB iM CWmren Slone' laanp or IreaM o( e
IrceplacemslnNationwAlassist'inllw?emovalMSmokeaM Wyi.amdnawqppmmemevoinmunowr?mpe
SWI518ir19SIMJbih4yOCGll.$BQfiOIBin G0m2111110flIIB4an lTbymEwU'MNiitiiNmmNtWmel+tlfmtaumW
sselion lor mare ipformaliCn w sedl1n01p.)I. .na m?mpn?:. r?lwu.Jno?re. PI neauneaabwu wN( OI meY? Wn.
Gxnern, !nformanon
CLEqNiNC
Un, atc.. may be remwea by usina a sVmg sdulion of
BranWatatl soapor tleteryenlend water wiN a Mvlla buaM1.
Oo nN uw c wire ErvN es rt wiP fause tlamape w Na surlaw.
flnm rtIITBddlAyvnNoRSfiWJIBf.FOflgbW4M19PiN19 Cb911i1g
waolem5. T+tacl your kcdl GBpIaG Up nol elbmpt to tleen
Ynp Acitl w ecitl wnLN4g proEUCU, powenwaaNn9.
sentlbWtinp w w"vabuaM1 ekeninp.
SALT qND OE ICING CHEf01CAL5
Becawe all concrate vW masnnry are vulnerable to OemaBe OY
sau. cmwrea stam• oroducts ere not wvremee epansv aamaqe
RICJflOtl11011i Ee11 Of 0ft! CI?BTiG?Y JS9C 10IBTWB SMW OI
rce. D. mt ue an.mooY rnamims m.reas immeeiateN eqazem
lo a CuM1meO Sbne manulacWretl abne wne¢r appllcd\wn.
SGUfFING
Swlflnp accu's on all natual slara. OccasiaaNy some SCUlling
will ottur m Ore surlaw of Culwretl Smfw" Woduns. ihis can
enOanCe tM AWral appearance of Ww CuINreO Stone'
RiBnU18C1Yl9J SbnO v9neBr InSblldliOn. $OTB YUfI RyfkS Cen
pe mmoved by cbanin8 es EeaaiOeC aoove.
EFFLOHESCENCf
Effbrewence is a wateiealu0ta sslt mat a DeposiWO on trie
BtNrte 0f aWCw, McoB[B OMk aM Othet masonry Oro0ut13 Ey
IFg avapmafnn of waNr Nat M1a5 peneVeaBO IDe wall. On wa
xcavona efflarescance wil awr on cNfturatl 5wne o.aucts
1o remo+e etlbrescence, aliow Me acme m ary Mwaqnry.
IMn s?uE H9orousN'Mth a sull brutk bush antl Mean vaaper.
flinsa lhaa9My-do mt use a wira bosk For mae Eillicult
emorescenra orookms. urw mmoophry wim a samlon of
1 pan.Mde FweoMW N`qgx to 5 pne waaer. flinx NoiouphH.
Far unusvNly EiN Wt clee?nng poodems Conbct Vour local
CuiWretl Simex tlede,
$eALEfl$
$B IB19 8!0 nOI MGBA581`/ 011 CVILWBC $WlrB° {VOdJtt9. HOWOVBl,
w5MT6fB A. 60BINa b IpIP CrBV9nl51EYITB n a?IKK19
pmne w smwke, aaot Eh or waaer aplal It You cmoom 1a
se d b93@r, mdk9 sure i( i5 d Si13nB'prSBtl. Or9a1118bIB SndlOe.
Tak0lptB tMI SeNBr6 Tey WtkBn Ma c01Cr or tIIG 9tonB. A
SBi1B! TdV 8k95IPN 1110 nBW!& RFlVBIMIIL 01 mti91NB WI OI N9
8b11B BIY.1 i11CfBd8B U ppSSflNIi1Y oI81N018YB11CB dlM1VM 9pNling.
F. inlwmation mpaNi?q aeWal paformanco or appf¢afwn ol
rsakrs cunuct M. menulecturer M the sealer OirecIly.
SWIMMING PODLS
Cuwretl som• pmwqs sMWn mi ee usetl oebw weur level x
in5'Mlnm?N Wdlm10(5. Chl0lirAMGOO?BltlIBnIiWI511NYAuSdIX
Ne CW WieJ Stoita` qMVCIS aW oUB/ ma5onry malenels.
Incorporate GooA 8uiltling Vrectices
6UILDING CO[JE REOI11flEMENTS
BwNr, cooe repoirementv aary Imm erea m area. Check witM1
bca wbwiliea tor bWMinp coEO mQUiremwnls In yow area.
CarafuNy rwE NI Inamllation liutmctions belare OroceeGne with
yW! CUIWrBC $bn0' T3nU1CC(UIPE SIOne VO11BBf 9ppICdliqw.
EXTERIOP HPPLICpT10N5
Make mre Nal M. appfmxtian of CulWretl Smne' prWUCb
aM llre svucuwe Orey are being appliatl to inwrpaaro pwE
WlqinB 'aciices.
Rigb, corosamrevsunt flasM1ing shall be mstalleo mst well
aeretreuan. Giavinire hroe ann bvauona.4w' bv m accamrce wM
ihe mau'vemenls olMo 101fiWble Ouiltling NtlO.On exlaioe
aPoOwtions, lba incortecl in4albuon or eWOme of 1bstrin8.
CM1 fVlpS, p11R9r6 BM tlOWf18pOUl91NV reSYlt N ErvBl51011 O(
wate, NnoO onto bn?MJ¢mlace aroaa. Masonry a10 ollmt
WiMing pmCUCU wbjectetl to fieae roMnions may eevelop
Aeinin8. as, wfien comdnea wiN sevee IrcezaNaw coMrirons,
mw ??oolMcauu mmaqe. rm mou n:m of conwraa siane
yoeucn uneer+nese mMiuore ?s nol recommeMeU.
C 1VP1NG OFf 1'HE E%POSED TOP
OF EXTEfl10R Wl1LL5
To acNevn a fNShea ercnitectural ba[ on noRZOmaI or sbpinB
top araea of e#error walk, plen, remme8 voIk q other swlaas
Cwwrea 5tmre• Oosmmres w a ooureo-implace wncreu cao
Tust Na uSeG lOOrosbe e=epua.mnafl O... io 1he wNl
arsas. Caps shoultl ea'IeM approumately 1'-2' beyon0 Ne
imianed amna surtace. cutlwee 6rone• -ner pieua or 9et
pYCw muat nat be uted 1o ceOwVfe.
RtTHIMING NWLL9
al realonp walls must oe warero?motl an Ihe f111 side. Wall
CIXisllY[lian ShOUW iM.'OlpOfale plopBf u%OI gRnVle! C3Cklill
anU 0oca%pos Iw 0ood adiirupa. A CMlinuou3 MBitu4iWI0Min
Bla, Ihe Ga[k ol llre wall ut In Eolin rock I5 ?ecommenJbo.
ff11MNEV CAP
All cM1lTney C1a5es MNl GB [app04 wi1M1 8 OnspiKe cap
INI B%tBntl51'-T CByJM IM1B (iniSM1Btl 8tmf SIX18Ce 10
pevent weter Iran anmmq me wa0 sysmm CMmney oo
oBSB CM91ruCUM shWld'NIGY.vPOtale pfCp01 fbzllin9.
TDOLS NEQWRED
??ow ?== I
lhVM1f+?m?l I4pnpw"/NW eiwaW
rwuy??.uir OY
ubmmuA ?
?
? ?
iss-a FW?pwwN?
?mV??w uu M?nM?+V
m:lll Mee{M1rp, plvMMneieYnl W"st OI q'wneOrelMblA
W rmM.9Gmwer Sem•irvuJaWM4mewndr.INmwwlunl.
LLlluretl Stone• 50-Yeer Limked WarraMy
CNwrea smne• orotluqs are cweretl ip a perqtl of W years (mm tM tlam ai ourchaze when uaetl on a
svuaure wfiicn wnloims w 1oca1 buithr'g codes anW wFen insranetl in acwroence wiIh Ue manufenureri
IreVUCnarre. cunuren 5tme•wGl mperc or omviae, hee or ci new mererwls m replace any aeiarmima
m be defectiva. TM1is weranry is Mmnbd io Hie «iDinal purcnasar ane may nm ba vansferred to am
subee0uen,ownac
ThIS wutanry 6oes ml Nvb Oemtg¢ hnsultin8 hom:
•$eplernent of Vro WipinO or oNer wall movemenl
• Conlxt wim eM1emicels a paim
• o[scoioatbn due 1o eideame comaminams
• Steli Or O%Itldlnn
This warFanry wvars onW mmufacwrinq Oelecls In Cuhwetl StmA maiWxtuetlabre Proaucts. GLM1terred Smi
s not respmsibla Ip bbor ws¢ vii m removal anM rapecenrent oi Eafec. praEUCts. HearWtonea ara
mr, wartenteE fa use m Ore gmuM or es a sturface area suqec[ lo IWt Iralfc.
AUIHORI2ED DEALEH
For additional informalion on Cuhvred Stonem brand produRS and services
visit www.culmredswne.com or call I-800-255-1737.
OWEN6 COIIXMY Wp6O NGOd1A111FM
? OwEOWErvSCANlIrvGPoPoM/4V
_ iplE[q.Orvq.LLS>Al'i9
HiR --mKerrefip.eena 1i00'6EFPINR
Pu[. Na 8)Ut. FiM'm V SA JW/ Mb. ME 1YNN MMXEN' S
ae+aaw mevocoio.w?.u+n, swm irc. aa xWae xnorrea
M mM PiNK Is e rpbleimllrMUxrk d(Iwen Wm'ry KqV
OwreW W \
Code Acceptencas, fleporta and Listinga
loslaJ or libhe] by UnJeiwnless LaMfeloriea. Inc.. Cily of Lu AngeleS PP23706, HUO Mxlerisls flaaeMO
No. I3I6. Teras Dept. ol Insuronce fl00ud EvaIWtiW EL31, IC80 Pepml EPd>49. Naliwvl Evalmlim
$emce NEP 35815M1Owing cwnpfwMO b]IXq IntBrnati0na1 Builbn0 Craft. 20M InlBmational PeeipBnlial
LaEe. BOCA National Bui1efin0 CoOe/1990, t W8 SlenOard BuilCing Cotle a^tl 1997 Unifomi BuilOmg Cotlel
eM OnWrb BMEL AullmriEetion 001L6256.
-1 ' 1
PROPERTYLEGAL:
LOT SURVEY CHECKLIST FOR RESIDENTfAL
BUILDING PERMIT APPLICATION
,Bl,zc- k Z, Prheu 416j s
DAT? OF SURVEY:
LATEST REVISION: _
m
?
c
a
r
U
a
O z '0
¢ DOCUMENT STANDARDS
'0 ? ? . Registered Land Surveyor signature and company
0 p p • Building Permit Appficant
;? ? ? • Legal descrip6on
,0' ? ? . Address
,e ?
' D ?
0 . North arrow and scale
walkout, split w/o, spiit entry, lookout, etc.)
• House type (rambler
,0
g ? p ,
• Directional dreinage artows with slope/gradient %
,
?? ? . Proposed/existing sewer and water services & invert elevation
;K p
?? ?
? . Street name
. Driveway (grede & width - in R!W and back of curb, 22' max.)
? ? ? • Lot Square Footage
,g ? ? . Lot Coverage
ELEVATIONS
Existin
? ? ? . Property wmers
??
? line extensions
. Top of curb at the driveway and property
2r ? ? • Elevations of any existing adjacent homes
.,
g ? ? • Adequate footing depth of structures due to adjacent utiliry trenches
,
ff ? ? • Watenvays (pond, stream, etc.)
Proposed
JX 0 0 • Garage floor
V ? ? . Basement floor
j
? ? p . Lowest exposed elevation (walkouUwindow)
? ? ? • Property corners
?? p . Front and rear of home at the foundation
PONDING AREA (if applicable)
,g ? ? • Easement line
,0 ? ? . NWL
'g ? ? • HWL
0 ? ? . Pond # designation
,9 ? ? • Emergency Overflow Elevation
? ? . PondNVeUand buffer delineation
? N . Shoreland Zoning Overlay Distrid
lJ' • Conservation Easements
DIMENSIONS
0 0 • Lot lines/Bearings & dimensions
_0 ? ? • Right-of-way and street width (to back of curb)
overhangs greater than 2', porches, etc.
osed decks
ro
an
di
J
i
i
,z ? ? . ,
p
y p
ng
nr
u
ons
Proposed home dimens
(i.e. all structures requiring pertnanent footings)
? ? ? • Show all easements of record and any ?ty u'lities wifhin those easements
p ? . Setbacks of proposed sfructure and s'dey r et ack of adjacent existing structures
,g - ? ? • Retaining wall requirements:
Reviewed By Date-Z?-?--
G:IFORMS/Building Pertnit Appliration Rev. 71-26-04
C9F cC1QC11n
Name: Date:
5'1teAddresr. Telephone?:
itim 3otst Detail qptions
As ontlincd iv xhe aem Emergy Code, buildings constructed with YLree units ur less require
that rim joisu be put up aeco:ding to detail options showu belovr. Pirase circleJhighligh:
t'he opfioa you wip be using,
R 8 Other :?-?(? 6'? I?
9A,1 c /L-? r_«;z
2008 01/11 11:42 FA% 8905889 'INSTANT TESTING/ALLIED im001
= INSTANT TESTINIG COMPANY
I T
_CO 7125 West 7260 Street Suite 500 Savage, MN 55378 •(952) 890-7366• Fax: (952) 890-5883
bYNAMiC CONE PEPIE7ROMETER TEST REPORT
Manley Brothers Conskuctian
2713 Clifi
Eagan. MN 55122
Pfaiect: 679 Pine Cone Trail R/%-/t",T 7196s.
Date Tested: Jenuary 10, 2008 @ 2:25 pm
Ordered By. Kurt $tockgr
Remarks:
Copies To:
Charpe Codes:
C?? 0-? ?90-a-
Reported: January 11, 2006
FieW Technician: Gery Standish, ffCO
Dynamic Cone Penetrometer Teat
Test represents 3' of engineered fill
Tect Number. q
Loption: Beriveen southeast garage comer &
interforsono-Wre ier
Depth 6elow Orede: BasemeM lab elevation
Soil ClaSSificaUon: Medtum tin8 sand
DCP Depth Millimeterallnches: 740 mnV2g,p^
Per Blow qvera elMillimeters: 18.4 mm
N•Value: N-18
Esfimated LOad unds Per uere Foot 6.000 PSF
5 ec Re u1red: 1,000 PSF AS8llmed
The dynamic cane penetrometer (pCP), uses a eight kAogrem (17.6 pound) hamm6rto drive a 20 mfllimeter
diameter conical point IMO the soil, wifh penetretion recorded in milfimeters per blow. From the DCP readings, per
blow, penetration average was racorded and a N-v21u8 derived. This N-value, is an empirical relationehip we have
established to equate the tlynamic cone date to ths mae famlliar blows per foot (BPF) standard penetration soil
boring test.
Mobilizatlon #701 7
DCP Tests 1 iF601 1.5
Charge Per Test #306 1
Kaleg9e #672 32
44?, 00-? .
Signad
Gordon J. Kepacek, professional Engineer - Registretion Na. 7254
??"IE oW??
JAN 13 2006
J . 0, R
. t u
2007 RESIDENTIAL BUILDING PERMIT APPLICATION
City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694
New ConsWCGon Reauirements
3 registered stte surveys showing sq. fl of lo[, sq. N. of house; and all roofed areas
(20% mazimum lot coverage allowed)
1 Soils Report if proposed building is to be placed on disturbed soil
2 copies of plan showing beam 8 window sizes; poured found design, etc.
1 set of Energy Calculations
3 wpies of Tree Preservation Plan 'rf bl platted after 711193
Rim Joist Defail Opfions selec6on sheet (buildings with 3 or less units)
RemodeUReoair Reouirements
2 rqpies of plan showing footings, 6eams, joisls
1 set of Energy Calculations for heated additions
1 site survey for additions & decks
Addifion - rndicafe i(on-sife sepfic sysiem
Telephone #(
Minnegasco mechanical venLlatron form
Plans are considered ublic information uniess ou state the are trade s c?kd the feason.
Date ?. ?
Construction Cost
Site Address CI7 ?? &J?9 Co-tD 7-6C Unit/Ste H
Description of Work
Multi-Family Bldg _ YN Fireplace(s) _v 0 _ 1 _ 2
Property Owner ' /?% Wk 1" }-y? ?°C A-2ll IL' //M t04e Telephone # (?/ ) 697 ` UZJ e," 9
Contractor Cer63 S7
74
l
lC7-11?71J
Address ,
p
?
City i?rI S?I r?.?. S
State rn4l-? Zip SSU 3 Telephone # (651) ?G7
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
- Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672
Energy Code Category . Residenfial Ventllation Category 1 Worksheet • New Energy Code Worksheet
(d submission type) Submitted . Submitted
. • Energy Envelope Calculations Submitted
In ihe last 12 months, has the Cify 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
Mechanical Contractor
Sewer/Water Contractor
I hereby apply for a
Permit and acknowledge
Telephone # (
Telephone #(
C?- 63--
D cG"?-
office use.onN
Cert of Survey Reoi _Y _ N
Soils Report _ Y _ N
TreePresPlanRecd - _Y N.
TreePresRequired _Y _N
Oo-site Septic System _ Y _ N
information is complete and accurai
e;
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 pl in the case of w and
approval ofplans.
(1A `( / ? P / `i ? ? ? MAY 1 5 2007
-r__.
Applicant's Printed Name Applicant's Signature
DO NOT WRITE BELOW THIS LINE ? _? `.. ....
Sub Tvpes
? 01 Foundation ? 07 05-piex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
? 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 OS-plex ? 18 Deck x 23 Porch (screen/gazebo/pergola) ? 36 Multi Misc.
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex ? 25 Miscellaneous
Work Tvpes
? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding
? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 33 Alteration ? 37 Demoiish Buildin g* ? 43 Reroof ?-- ? 46 WindowslDoors
.J. ..
? 34 Replacement . i \
Demolition (Entire Bldg) - Give PCA handout to applicant
'
? . .
_.
.
?
. . `
DeSCriptlOn: Water Damage _ Yes
mG
Valuation Iril em -?' ,
'Occupancy ?
MCES SystemL• • t''
' ?
Plan Review 100% or _ 25% Code Edition
Census Code /Y 311 Zoning City Water
SACUnits r ` Stories BoosterPump - ,- _
# of Units "-' Sq. Ft. PRV
# of Bldgs ? Length ? 13 Fire Sprinkiered ?
Type of Const ?
Width ?
? ,, ? : .
? . . . . ? ' .
_ Footings (new bldg)
_ Footings (deck)
_ Fooiings (addition)
Foundation
Drain Tile Roof Ice & Watei Final
r? Framing
_ Fireplace _ R.I. _ Air Test _ Final
Insulation
- ??
Approved By:
Base Fee
Surcharge
Pfan Review
MC/ES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
License Search
Copies
Other
Total
c
REQUIRED INSPECTIONS
_ Sheetrock ,
FinaUC.O.
y?. FinaUNo C.O.
HVAC
Other
_ Pool Ftgs Air/Gas Tests Final
_ Siding _ Stucco Lath _ Stone Lath _Brick
_ Windows
_ Retaining Wall
Building Inspector
----- ---------- -----=-- -- ------------------------------
-------------------------------------------------------------------
? ? ? 0
?? ri ?.
? MAY, 23. 2601 9:45AM LYMAN IUMBER i?II rl- N0. 2502 P. 2
-7
Uniformly Loaded Fbor Beamf 2006 Intemational Buiklinp Code (05 NDS) ] Ver: 7.01.10
Proied: - Location: By: Brian , Lyman Lumber on: 05-22-2007 : 09:04:04 AM
Summary:
5.25 IN x 11.875 IN x 13.0 F7 / Leve12 Wolmanized Parallam - Trus Joist
Section Adequate 8y: 37.8°h Controlling Factor: Section Modulus / Depfh Required 10.51 in
DeflecGons:
Dead Load:
Live Load: Reacti ch End):
' Load:_
Tofal Load:
Bearing Length Required (Beam only, support capacity not checked):
Beam Data:
Span:
Unbraced Lenpth-TOp of Beam:
Live Load Deflect. Criteria:
Total Load DeHect. Criteria:
Floor Loadinp:
Floor Live Load-S1de One:
Flnor Dead Load-Sids One:
7ributarv Wiath-Side One:
Floor Live Load-Side Two:
Floor Deatl Load-Side Twv:
Trihutary Width-Side Two:
Live Losd Duration Factor:
Wall Load:
Beam Loadinp:
Beam Total Live Load:
Beem Self Weinht:
Beam Total Dead Laed:
Tot81 Maximum Load:
PrOperties For: Level 2 WOlmanized Parallam- TNS Jolst
Sendina Shess:
Adjusted
ElasticiN:
to Grain:
` Adjustment Factors: Cd=1.00 CI=1.00 CF=1.00
Fv':
AdiusVnent Factors: Cd=1.00
Design Requiremenfs:
Controllinsl Mament:
6.5 M irom left support
Critical moment created by combining all dead and live loads.
ContrOfling Shear:
At a distanee d from suvpoR.
Critical shear created bV combining all dead and I'nre loads.
Comparisons With Re4ulretl Sections:
Section Moduros (Moment):
Area (Shear):
Moment of Inertia (Deflection):
DLD= 0.09 IN
LLD= 0.30 IN = L/519
TLD= 0.39 IN = LJ403
LL-WCn= 3250 LB
DL-Rxn=
TL.ReL_ jj? 17/3
!p
L= 13.0 Fr
Lu= 2.0 F7
u saa
U 240
LL1= 40.0 PSF
DL1= 10.0 PSF
7W1= 12.5 FT
LL2= 40.0 PSF
DL2= 15.0 PSF
7W2= 0.0 Ff
Ctl= 1.00
WALL= 0 PLF
wL= 500 PLF
BSW= 19 PLF
wD= 144 PLF
wT3 644 PLF
Fb= 1827 PSI
fv= 197 PSI
E= 1460000 PSI
E-Min= 580000 PSI
Fc_perp= 368 P51
Fb'= 1825 PSI
Fv'= 197 PSI
M= 13615 F7-LB
V= 3603 LB
Sreq= 89.52 IN3
S= 123.39 IN3
Areq= 27.43 IN2
A= 62.34 W 2
Irea= 507.79 IN0.
1= 732.62 IN4
MAY 23,2007 08:42A page 2
DEC 0 2 REC'o Surv e y o r's
? ^f v ?
r
SU R VEY FOR : Manley Brothers Construction
D ESCRIB ED AS :Lot 8, Block 2, PINEY WOODS, City of Eagon, Dakota County, Minnesota
and reserving easements ofvecord.
I ?
I ?
--?-,
i i
I I `
I I
I I ?
I I
I ? !
i '
i I
? Exist. Home j
T08= 935.0 i (
R/W
i ? i
0
5
. i
s 30.
l B nn y?
et PK in Bit /? i
S'--5
Kurt & Tommy Mencel Res. ?
N L
______'____ -
<
2.1
932.6
934.5 N69°47'S
17
8 9 J. 9=
_--
__
,e A p g
VVED '?
? )0 JO.O ?0 IO
932.7
0? 2.
o 00
?8[C ? . a? / ? / NO0 Gar age o 927.6 9aw7 I 926.5
11
50
?
??m ENaUMISRINCi dM. s .7 °
p .
.9
p O '
926.7
9?3 ? 5.50
bsw
?mY .
932 00 6.5 0
13
PROVIDE AND IvtAINP?kI1?I y
933.0 . '
? I .
Proposed ?G
3
0 6'g
INLET PROTECTION UNTIL ..
Rambler
FINALTITRr• IS FsTnBLTSHED
` +So0
935. 9'pcw w/o ? I
926.5
-
? o 130.
- -
.-
? . ? I0 A O
935.2?Q o O IV
__
935.6 :0 931.8 *w ? °?
Note:
Proposed Lot Comers Elevations,
Ne Per Cfty Approved
Grading Plan.
PROPOSED ELEVATIONS
Top of Foundation = 936.2
Garage Floor = 935.8
Basement Floor = 927_2
Aprox. Sewer Service = 923.5
Proposed Elev. _ C?D
Existing Elev.
Drainage Directions = -
Denotes Offset Stake = •
Cert2ficatoI
I
934.0
?
, Re,
SCALE: 7 inch = 30 feet
nuu.:.?
D.
'9-
, REGISTEqED :-4 c
LAND 5
; SURVEYOR
iN.?'•, 74376 •P:
5
?F .N???\?\\0
? ft4 1
i
Exist. Home
T08= 937.2
1\
?
1-1
O
N
?
m
N
a
o_
o ,
-ttOE SodOCCZ
? I 54
? 1 0
I\ ? a'
?
I \ ° ?
? \ a
i
I \ _
I ?
I ? m
0
?
- ; \\ 54
u .
S89°47'S7'W 187.69
? ??j T •;
Note: Ret woll t' over `- ' lot line us of 11-22 5
-80dded-
?
ti
?
?
PiROVm REQUIRED
z
0
0
N
°w
f
918.0 POND LP-28. f
OUTLET=915.5
!!AL=818.0
MST VOL=0.889af
\ STOR VOL=f0.146ry/
L D T SQ. F00 TA GE
HSE SQ. FOOTAGE
LOT COVERAGE _
BENCHMARK,
TNHO W. End of Spruce St.(200' W. of Pine Ln.)
EL= 959.34
MIN. SETBACK REQUIREMENTS
= 19,320
= 2,421
12.57o
Front-3o House Side -to
Rear - 15 Garage Side -5
,, .
Surv. e y o r's
Certcat
ifi
SURVEY FOR : Manley Brothers Construction
DESCRIBED AS :Lot s, Block 2, PINEY WOODS, City of Eagan, Dakota County, Minnesota
and reserving easements of record.
? R/µ•
Kurt dc Tammy Mencel Res.
,Na71AL6 E
??AMKET
PAOVIDE AND MAINTRIId `
INLET PROTECTION UNT1L°
FINALTtiRF 1S LSTABLISHED
!R ._ . ELVWv E D
sy .
oate 1/d/ob
EAS'rAN ENGINEERING DEPT.
Note:
Proposed Lot Comers Elewtions,
Are Per Clty Approved
Groding Plan.
PROPOSED ELEVATIONS
Top of Foundation = 936.2
Garage Floor = 935.8
Basement Floor = 927•2
Aprox. Sewer Service = 923.5
Proposed Elev. _ ?
Existing Elev. _
Drainage Directions =
Denotes Offset Stake = .
HEDLunoD
PLAIVNING SNGINSh'ItING SURVh'YJNG
2005 Pin Oak Drive
Eagan, MN 55122
Phone: (651) 405-6600 .
Fax : (657) 405-6606
SCALE: 1 inch > 30 feet
? r--r----1- POReVf 1 ?EQUIRED
?
?
, ?
r .
? 1 , ?
i a
i
i i ? I g
I r-i Exist. Home j ? m
ti T08= 935.0 i ' 1 sz^: _.?rr. r, ;'?ry .?.:::, , _•.
?•i• ?,c 4?
r ??5??1.. -not sodded-
? .
SIL'3 FENCE
1 ?_ . ..
j 933.5 926.7 ? ? ? ? •?
'__- •
____'________?
O 920.7
934.5 N89°47'S7'E 77 11 920.6 ..
? ---??-?---?------' -------- -?-?
?o.o? lo ? lo ?p I sa
933.1 N 2200 932.7 ?o \ I
o ?l? ? 1 0
/ Q
O/ u? ? '; 2' f•!"\ m ?
a O/ Srvs / 2.00 ? 9D.8 92fi.7 ? Cr?tL! • ?,?n??? ? m
O% 8.4% N ?araqe 926.§?
by ?- ss 7? „so r I\ i ? q
, o ? o
an ° 926.7 o324??Y 11.50 ° 1 N
b?.0
933. 9 5
-o
/ ? N I ? a m
Proposed m
3.00? 926.9 m o
o Ram6ler -- ? \ ? o
? 935 0 9'pm w/o
37.00 w I 926.7 926.5 i \\ 54
o` ? o a o iN -- -?
?s 935'2?
917.5
4.2 989°47'S7'W 787.fi9 9t7•5\
POND LP-28.1
OOTId'T=91S.6
Note: Ret woll 1' over
lot line as of 11-22-OS g?=918.0
--- r--- Asr voL=o.sasaf
?
,????G? ???•
??. .?
; • ?r ?r '
,. -
oF,
.
I HEREBY CERTIFY 'fHAT THIS IS A TRUE AND CORRECT REPRESENTATtON
OF 7HE BOUNDARIES OF THE A80VE DESCRIBED PROPERTY AS SURVEYED
BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO
SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN.
DATE<?-/II .W 10' V
? D. NDGREN, LAND 5LTRVEYOR
Revised 12-29-05 MINNESOTA LICENSE NUMBER 14376
?%
932.1
? ?
1IM4
' C? C
C?'
?
v?\
O
0
934.0
?
;e
`--- - ? -sodded- s7'ox voL=fo.fasaf
?aGAi?r-aft
i i ?'
R?
__j i -?
i
..., /
Exist. Home i
roe= eaz2 ;
Wo?
4'.'EdTEONS DINiSIOId
i
LOT SQ. FOOTAGE = 19,320
HSE SQ. F00 TA GE = 2,421
LOT COVERAGE = 12.5q'
BENCHMARK,
No:
OSR-584 TNH@ W. End of Spruce St.(200' W. of Pine Ln.)
EL= 959.34
MIN. SETBACK REQUIREMENTS
c^° FlLE: Front - 30 House Side -to
Manley 05 Rear - 75 Garage Side -5
? Surv e y o r's Ce r t2f i c a tb ;--J----i- ;\? P.R.V. REQUIRED
?
,
i
L__'_r_r___J I r
SU RVEY FOR : Manley Brothers Construction °
i ?
DESCRIBED AS :Lot a, Block 2, PINEY WOODS, City of Eagan, Dakota County, Minnesoto
? a,,? ,
and reserving easements of record. i`+r' ToB= Exist. s35.o Home i =
?,,
. R/W
S. r INST1P?LfL??wc i -?t 8oaa,ea- ?
. ' 'LT t?4 Y'fsd'VIl?G %J
? 30 ?
Kurt k Tamm
y Mencel Res. , B/8 Set PK in L933_5_ 926.1 1
30 932 O 920.7
---------- __'
? 932.7 9 934.5 NB9°47'57'E 77 , 920.8
411 '? ? ,? ?"-- -?-- - -=----t- - - - - - ? 1o llo ° Io In?i \ I 54 .
22.00 932.7
933.1
? 0 o
11dp?/??d@,LE3??i0 /Co a?o/? a?e ? N00
Garage sz.s 9x?? , 926.5 i\\ 1 o
?
??- 93 .7 11.50 0 ??l ? n ru
BIJ?I I?K?.O5r ?R s?? 0
° ? ?L' ? 926.7 I \ » o y?\3 / 932.??y ? 11.50 ° 18.00? s s•"' ? \ ..? w
PROVIDE AND MP+INTPdAI i N i ? m N
33.0 propoaed .°'i
? 3.00 926.s °
I P I L E T P R O T ECTION UNTIL y oo 9'pcw wRamnier/o
?935 $3'0 ? ? .'.
F[NALTURF 1S GSTABLISHED \?o \ ?
? J
I s26.7 928.5 54
I ?
ED37.00 o I"
=,EVV,
935.2 0 0 0
96 5 - -`---- .pa(p d '2 934. - S89°47'57'W187.69 917.5 917.5
• ?s ______ 932_
r-- - - 91&0 PoND LP-PB.I
F.AiP?M FddGUMEERdI`'i DEfF'l: s:a 24.0 i as ? r+oc« aec wan i' ov« ?- '% T.'' 0EIL=918A6.6
i r--- lot line as of 11-22-05 IIBT YlIL=O.BBBqf
-aoaaea- ??? sroR roi-1o.t4s?
50 Note: ? t? C_.'
Proposed Lot Comers Elevations, i i i Are Per City Approved
T
Grading Plan. ?-'-- ? ?
PROPOSED ELEVATIONS E;. D:L!h10'%? ? Ezist. Home i ?. ?F . G rt, roe= 937z ;
;9
Top of Foundation =936.2 REGISTERED ????_ i'•J::."E TIOft9? ?J?u???"?
Garage Floor 935.8 SU?VEYOq
Basement Floor
Aprox. Sewer Service = 923.5 ;N?,, ,?76 ;LOT SQ. FOOTAGE = 19,320
? ?'• ----?
Proposed Elev. ° O ,oF? ES•• HSE SQ. F00TAGE = 2,
429
Existing Elev. c
Drainage Directions =
_ MIW ? LOT COVERAGE = 12.5%
Denotes Offset Stake = . scnLL, 1 Inch = 30 feet
BENCHMARK,
I HEREBY CERTIFY lHAT P-IIS IS A TRUE AND CORRECT REPRESENTATION Jos No: TNH@ W. End of Spruce St.(200' W. of Pine Ln.)
HEDL IJND OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 05R-584 EL= 959.34
BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO
SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. B?'
PLaNNINC SNCINB6RING SURVdY7NG MIN. SETBACK REQUIREMENTS
2005 Pin Oak Drive
Eagan, MN 55122 ?cno Fl?: Front - 30 House Side -10
Phone: (651) 405-6600 IKFWtel? D. INDGREN, LAND S VEYOR
ReOf - 15 Garage Slde -5
Faz :(651) 405-6606 Revised 12-29-05 MINNESOTA LICENSE NUMBER 14376 Manley 05
City of Eagan
3830 Pilot Knob Rd
Eagan, MN 55122
(651) 675 -5675
www.ci.eagan.mn.us
Site Address: 679 Pine Cone Tr
Lot: 8 Block: 2 Addition: Piney Woods
PID:10- 57700- 080 -02
Use:
Description:
Sub Type:
Work Type: Gas Fireplace (new)
Description:
Census Code: 434 - Occupancy:
Zoning:
Square Feet: 0
Comments:
Fee Summary:
Valuation: 3,000.00
Contractor:
Fireside Hearth & Home
20802 Kensington Blvd
Lakeville MN 55044
(952) 985 -6675
PERMIT
City of Eaan
e- Fireplace Construction Type:
Chimney /flue must be inspected prior to concealing. Smoke detectors are required in all sleeping rooms prior to final
inspection. When wall studs or ceiling joists are exposed, hard -wired detectors are required. Battery operated types are
acceptable if the wall/ceiling finish (i.e. sheetrock) has to be removed to install a smoke detector.
CHRISTA WEGWART
BL - Base Fee $3K
Surcharge - Based on Valuation $3K
Total: $90.00
Applicant/Permitee: Signature
- Applicant -
Owner:
Timothy J Miller
679 Pine Cone Tr
Eagan MN 55123
Permit Type:
Permit Number:
Date Issued:
Permit Category:
$88.50 0801.4085
$1.50 9001.2195
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.
Issued By: Signature
Building
EA082148
03/06/2008
ePermit
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA110918
Date Issued:06/04/2013
Permit Category:ePermit
Site Address: 679 Pine Cone Tr
Lot:8 Block: 2 Addition: Piney Woods
PID:10-57700-02-080
Use:
Description:
Sub Type:Residential
Work Type:Replace
Description:Water Heater
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Kris Oien
3670 Dodd Rd
Eagan, MN 55123
Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087
Surcharge-Fixed $5.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Timothy J Miller
679 Pine Cone Tr
Eagan MN 55123
Champion Plumbing
3670 Dodd Rd., #100
Eagan MN 55123
(651) 365-1340
Applicant/Permitee: Signature Issued By: Signature
Use BLUE or BLACK Ink
I For Office Use
j Permit F I Ci of Ea~d I Permit Fee: 57c9! I
3830 Pilot Knob Road I I
Eagan MN 55122 Date Received /r3
Phone: (651) 675-5675 1 I
Fax: (651) 675-5694 1 Staff: I
1
20'13 RESIDENTIAL BUILDING PERMIT APPLICATION
I 6 ~ ~Q 1 13 Site Address:
Date: 6~"0 I 6-71 f E a Nf fW L ie~~ ~ Unit N
Name: lM fi M(GULLIE MI LL6 L- Phone: 6151 - 2,531,635
Resident/ ~
owner Address / city t Zip PI Al C~ 'r"(L. 6,1 Oki 5 123
Applicant is: Owner Contractor
-'ascription of work:
Type of work
Construction Cost: 1017i Multi-Family Building: (Yes f No
Company:N CAS5, f/~,1 W Contact:
Contractor Address: SZ-5I Wb i t 5~ City: ST, (..bU(S ef::!L
State: Zip: ~ -l / Phone: (65(1-11 .d S SS
License 13cr_bt~q (o l q Lead Certificate M N ftT°E' 16107-1
If the project is exempt from lead certification, please explain wily: (see Page 3 for additional information)
RIP
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
_Yes _No If yes, date and address of master plan:
Licensed Plumber: Phone:
Mechanical Contractor: Phone:
Sewer & Water Contractor: Phone:
NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of
the information may be classified as non-public if you provide specific reasons that would permit the City to
conclude that they are trade secrets.
CALL BEFORE YOU DIG. Call Gopher State One Cal I at (651) 46446102 for protection against underground utility damac e_ Call 48 hours
before you intend to u.: to receive locates of underground utilities. www-gophers`iteorecaltorg
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.
Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
days of permit issuannce./
x2i2L2. at,
Applicants Printed Name Applicant's Signature
Page 1 of 3
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA148842
Date Issued:04/25/2018
Permit Category:ePermit
Site Address: 679 Pine Cone Tr
Lot:8 Block: 2 Addition: Piney Woods
PID:10-57700-02-080
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 -
Timothy J Miller
679 Pine Cone Tr
Eagan MN 55123
Monarch Builders & Commercial Services
4820 W 77th St, Suite 150
Edina MN 55435
(952) 896-6227
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA174451
Date Issued:01/28/2022
Permit Category:ePermit
Site Address: 679 Pine Cone Tr
Lot:8 Block: 2 Addition: Piney Woods
PID:10-57700-02-080
Use:
Description:
Sub Type:Furnace
Work Type:Replace
Description:
Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507)
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Timothy J & Michelle Miller
679 Pine Cone Trl
Eagan MN 55123
(651) 283-2038
Genz Ryan Plumbing & Heating
2200 West Highway 13
Burnsville MN 55337
(952) 767-1000
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Mechanical
Permit Number:EA178349
Date Issued:08/11/2022
Permit Category:ePermit
Site Address: 679 Pine Cone Tr
Lot:8 Block: 2 Addition: Piney Woods
PID:10-57700-02-080
Use:
Description:
Sub Type:Air Conditioner
Work Type:Replace
Description:
Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507)
210-0754.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Timothy J & Michelle Miller
679 Pine Cone Trl
Eagan MN 55123
Genz Ryan Plumbing & Heating
2200 West Highway 13
Burnsville MN 55337
(952) 767-1000
Applicant/Permitee: Signature Issued By: Signature