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3832 Riverton Ave Receipt PLUMBING PERRAIT Permit No. CITY QF EAGAN Fee ~ Fill in numbered spaces S/C Type or Prini legibly Tot. 1. Date 2. Installation Cost 3. Job Address ' 2- . 7-LOt 1 Blk. ' T1aCi ~ 4. Owner b. Contractor Phone ~ . 0 6. Address ~ ; . 7. City State { Zip 8. Building Type: Residential ? Commercial ? Institutional ? 9. Work Description: New fl Add ? Alter ? Repair ? i 10. Describe 11. No. Fixtures No. Fixtures Water Closet Cesspool/Drainfield Bath tubs Septic Tank Lavatory Softner Shower Well Kitchen Sink Urinal/Bidet Other Laundry Tray Floor Drains Drinking Ftn. Slop Sink Gas Piping Outlets 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordi.nar}ces ancfcodes~gbuern;ng this type of wosk. Signed : for ~ Rough F inal Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. 4 Approved CITY OF EAGAN 454,8100 d' CITY OF EAGAN 3830 Pilot Knob Rosd, P.O. Box 21-199, Eagan, MN 55121 ' • PHONE: 454-8100 BUILDING PERMIT Reuipr ~ To be md for Est. Volue r? 0" ti il Dote ` ~ - v 19 Site Address POINT Erect Occupancy Remodel Zoning Lot Block Sec/Sub. Ji•A~;l:i4r` (~_;F'y ? Parcel No. Repair ? Type of Const. Addition ? No. Stories ~ Move ? LengtM W N~e Demoliah ? Depth Address Int Impr. ? Sq. Ft. ~ CityPhone 'd Install 0 Aypeovols fNs ~ n V~ ' llssessment ~r Permit ~ City Phone Woter & 5ew. Surcharge Potice Plan Review ac Name ' ' •~~1 Firo SAP W T s,~ Address - `117 Enp. Water Cann tW ' City Phona 2' Plonner Water Meter . ' Councll Road Unit 1 hereby acknowledpa thot I haw reod this opplication ond state that eld9. Off. / 1 G, 7c PL the iniormotion is coreect and agree to comply with a!I applicable APC Siata of Minnesota St~utes and City of Eagon Ordinonces. Parke Var. Date Copfes Sfgnature of Pertnittee ~ , Total h Buildinp Perm3t is issued to: on the expross condiNon Iha+ all work sholl be done in acoordcnce with all oppliooble Stote of Minnesotc Stotutes ond City of Eoqon Ordinonces. Buildirq Officiol Permk No. Permk Holdw Date Telephone ~t ~umbini H.v.Ax. Electma 1~- `d~ l8 /o- ov satc.n.. Iropection Date Insp. Othx Footings I ~4 ~ ~ Footinys 11 Foundatlon Framiny Roofing Rouyh Plbp. d. f Rouyh Hty. Inaul. Flnplacs Q . O. 217 /N J L ' ~CQ•!~ Flnsl Htg. Finai Plbg. 44," srrLn6 Flnsl ~ Corf/Occ. w~~ Wsc?iba Loe ~ We11 `f i~M-l,d;~i1 Sewsr Pir.,DlaP. 0~0 4~A 10 ( ~ ~ CITY OF EAGAN Remarks Addition BLACKHAWK OAKS ADDITION Lot 1 Blk 3 Parcel 10 14387 010 03 Owner Street IR37 Riverfinn Avenue State Eagan. MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING 5AN SEW TRUNK .67 C0102$ -6-$ SEWERLATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK 366.97 C0102$ 6-8 STORM SEW LAT CURB & GUTTER ' SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. ~r u SAC 525.00 PAR K Receipt MECHANICAL PERMIT Permit No. CITY OF EAGAN A Fee ~ - Fill in numbered spaces S/C :5 t) Tyaeorvrintlegit~Y Toe. ,~G,~.S(7 7. Date 2. Instaliation Cost 3. Jo6Address4~LptBlk.2) 4iPrac 4. Owner &16 ~7J-7('_ - 5. ContractorlV /IC'-~(')I~ 4E'7cbLIpG Phone 6. Address 1 ~~7 ~ ' S~~7~ 7. City State / 7)/~ Zip ..i 8. Building Type: Residential ~ Commercial ? Institutional ? 9. Work Desaiption: New Add ? Alter ? Repair ? 10. Describe Fuel Type 11. N,o./ Eauiomenc BTU • M. Ea. No. Equioment CFM V Forced Air Air Handling: Mfg. _ Boiiers _ Mech. Exhaust Mfg. Unit Heater . Mfg. Other I~ Air Cond. Mfg. ~ Gas, Piping Outlets . 72. I hereby certify that the above information is true and correct, and I agree to comply with aii ordinances and codes governing this type of work. `n~ ~ 5gned,/ ~t-C,!/L ~L for Roug Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 464-8100 CITY OF EAGAN N°_ 10 9 2 3 , 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT rteceipt # Te be umd fer SF DWG/GAR Est. Value $118, 000 pote SEPTEMBER 10 jq 85 Sitenddreu 3832 RIVERTON POINT erect 10 Occupancy R3 Lo< 1 Block 3 Sec/Sub. $LACKHAWK pAKS Remodel ? Zoning Rl Parcel No. Rapair ? Type of Const. 11 Addition ? No. Stories KOZY ENERGY HQMFS Move ? Length W Name Demolish ? Depth ; Address 5850 TOWER DR Int.lmpr. ? gq, Ft, ~ City WOODBURY phane 452-3692 Install ? ~ Name SAME 459-1163 AVProvali Fees Assessment Permit $ 478.00 ~ Address ~ City Phone ~dater 8 Sew, Surchar9e 59 _ OQ Police PlanReview 239.00 ~w Name DAN NIPPOLOT Fi.e SnC 525.00 x~ Address 9857 HEATH AVE Enp. WaterCann. 500.00 ~W City COTT GRV phone 458-1733 Plonner WaterMeter 63.00 Councfl RoadUnit 1 280.00 I here6y ockrwwledge that I meread fh' rp otion ond sty that gldg. Oft. 9 10 85 Tc PI. 132 . 00 the information is Correct nd a~ ree) campl with oll odpli le APC $tate of Minnesotu Stat es an Ci / of Eo Ordinonces. Var. Date Pe*8 Slqnoture of Pertnitt • Copies ROZY ENERG HOMES rrnai $2.276.00 A Building Permif Is issued to: on the express cordiHon ihal all wark shall be done in accordance with oll app "coble Sfo(~ofTvt} 'Statutes and City of Eogon Ordinances. / Buildinp Officiol ~ ;EQUEST FOR ELECTRICAL INSPECTION EB-oowi-oa l See insbuctions br completirq this form on Eack of yellow copy. v "X" Below Work Covered by This Request Adtl Neo. •Type ot Buildine AuPl3ancee'WireA Equipmen[ Wiretl Home Range Temporery Service Duplex Wate. Heater Lighting Fixtures Apt Building Dryer Electric Heatin Commercial Bldg. Furnace Silo Unluader Industrial 81dg. Air Conditioner Bulk Milk Tank Farm ther pecoY ther ~Sner,ityl t er Suecity ther Other ompute Inspectron fee Below ..q Fee -ServieeEntraneeSize p Fea Fendere~SUbfaede~s # Fee Circuits 0 to 200 qm ps 0 to 30 Am s I l all.s 0 co 30 Am s ~ 200 qmps 37 to 100 Amps (O 37 to 100 Am mmng Pool Above 100_Am s Above 100_Am 5 sformers Irngation Booms d Partiali0ther fee Signs Special Inspection $ Remarks - Q TOTAL F.EE L~ flough-in ~ Oaio ~ tha Electiical ~ y InsDector, hereEy c ify that the above Final ~ nspection hea been ~aa. - thls reQuest volE 18 monlha irom This reauesl void 18 mpn~hs trom ~ V Q ~ f> 3 ha.~ ~f 9.5 0 Request Oaie Fire No. fiouHh-in Insper,tion retl? ~NenAy Nuw ill'NOtifv. InsOeo -23 -y~-/ a U s Ves Cj N. r When Heady R licensed Eleclrical Cantractor I herab y requast insoaction of ebove Owner elechicel work installed at: Srreec Address, 9 x or Route No. , City 38.~2 ; ecuon o. Townshi0 Name or No. ftange o. Occ pa't IPNINTI P m No. Xs~ Po r u Olier , AtldrESs Eleclrical Cont actor ICOmpanY N ~el Co ctor's License No. ~~O Mailinq A/tlJ/re~ss (C Vac[o or Owner bn8 ns nilationl /'?t/ / Authori ed Sienawre (CO ct wner akrn Installation) Pho e mber 4 611 ' Sd Slodd MINNESOTq STqTE BOAND OF ElECT0.1CITY TMIS INSPECTION HEQUEST WILL NOT Griggs•Midway Bldg. - Roam N•191 BE ACCEPTEO BV THE STATE eOAFD 1821 Universitv Ave., St. Gaul, MN 65706 UNLESS PNOPER INSPECTION FEE IS Phone 1812) 297-2111 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION es-ooooi-o ' See instructions tor tomOletin6'thi8 fprm on baek of yellow copV. 0 1 p 6872 "'X"" Below WorRCove;ed by This Request AAd Rep. Type of Builtline AOCliancea Wired Equipment Wired Home Range Temporary Service . Duplex Water Heater Liyhtin,y Fixtures Apt. Building Dryer le=s°- Electric Heatin Commerciai Bldg. Furnace Silo Unloader Industrial Bldg. Air Conditioner Bulk Mflk Tank Fafm the,_7Pe7i y Other (Sner.ify) t pr uacify ~ er Othvr ompute lnspection Fee Below # Fee SarvicOEntrenea5ize k Fee Feetlars/5ubfaeders Nr Fee Circui[5 I 0 to 200 qm s 0 to 30 Am s 0 m 30 Am 5 ~Above 200 Am s 31 to 100 qms 31 to 100 qm s imming Pool Am s Above 100_/>m s nsiormers ' Irngation Booms Partial%Other Fee Signs Speciallnspection S~n 1S~ / \ \ Nemarks V TOTAL FEE Roogh-in Data I, the lec~tricalInsoecbq hereby certify thai the above I Final inspection has been • mada. 'rhb requeat volA 1B montha irom This reques[ voitl 18 nwnths trom o) Q ~ V L I63 ,~.~a~Jc kAvk Po-a./S / o. a o Reqq Date_ _ ffre No. RouBh-in Inspection Heqw etl? OAeatlv Nnw~~"l ill Nolify. lr~5 es ~NO ~or When Reody Licensed Eleclrical Contractor 1 hereby raquest ins0action ot above ' Owner elechical work installetl at Streei Address, B Rovte No. . Ciry b'3a ax,' cc..n ecUOn o. Tow s ip ame or No. Fanye No. Co ty O Occu a IPRINTI Phor No. 4-1C~,~7 6/C} J ~ ~ Pow r Supulier Atltlr ss ~ 'nc Elec[r'c Ctor iCo a N me1 vactor's License No. (d~~Qr~~ MailinB AdElress (COnvac r or Owner Makine lns~ ila[ionl =e Authoriz d Signa[ure ( o ract r/Ow er Making In ailation) Ph e Number MINNESOTA STATE BOAPD OF EIECTRI ITY THIS INSPECTION NEQUEST WILL NOT Griggs•Midwey Bldg. - Xaom N•191- 9E qCCEPTED BV THE STATE BOAPD 1821 University Ave., 51. Paul, MN 56104 ' UNLESS PXOPER INSPECTION FEE IS Phone (612) 2912111 ENCLOSED. . RESIDENTIAL ~ 53'1 BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681•4675 New CansWCtion RauuiremeMa RamadeUReoair Reuuiremen45 . 7 registered sile surveys showing sq. ft, of bL sq. k. of hause: and ~II rooted areas • 2 copies ol plan (20%maxfmum bt coverege allowed) . 1 set of Eneryy Calculatians for heated aCdi6ons . 2 copies of plan showing beam 8 window saes; paured found desgn, etc.) . 1 sile survey for extenar additions & tlecks • t set o(Energy Calculauons . Indicate if home served 6y septic system for addNons • 3 copies ol Tree Preservafion Plan if lot platted aRer 711193 • Rim Joist DefaJ Optlore sNectan sheet (bldgs with 3 or less units) DATE -_L ` 3O ' Le) VALUAiION SITE ADDRESS 3 0 3.)- ~ il/+6,1~~ ~ MULTI-FAMILY BLDG Y _ N TYPE OF WORK_/ 145~er1l, 3 /titi/ow S FIREPLACE(S) _ 0_ 1_ 2 APPLICANT A//~p tcr f fAG' STREET ADDRESS 3 Sr 3~. 6i-f~-X0c, CITY STATE_ZIP TELEPHONE #6SI' 715CELL PHONE ` p 6I' S t FAX # PROPERTY OWNER A14 TELEPHONE # Sa' w -P COMPLETE THIS SECTION FOR "NEW'° RESIDENTIAL BUILDINGS ONLY Energy Code Category _ yfINNESOTA Ri;LES 7670 G,TEGORY I MIV NESO"I':\ RUL1:S 7672 (J submission type) . Residential Ventilation Category 7 Worksheet Su6mitted • New Energy Code Worksheet Submitted • Enerqy Envelope Calculations Submitted Plumbing Contractor. _ Phone # Plumbing system includes: _ Wa[er 5ottener _ Lawn Sprinkler Fee: $90.00 Water Heater No. of R.I. Baths ` vo.oFSaths Mechanical Conhactor: Phone # Mcchanical system includes: Air Conditioning Fee: y70.00 Heat Recovery Scstcm Sewer/Water Conhactor: Phone # I hereby acknowledge ihat I have read this application, state that The information is correct, and agree to compiy with all applicable State of Minnesota Statutes and City of Eagan Ordi anc s. Signature of Applicant OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Requiretl _ Updated 4102 OFFICE USE ONLY - ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg X02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Eut. Alt - Multi ? 03 01 of _ plex p 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 E#. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Parch (screened) ? 36 MWti ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Oamage ? 06 04-plex ? 12 12-plex Plbg_Y or_ N ? 25 Miscellaneous . ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Oemolish (Bldg)' ? 43 Reroof )9~ 46 Windows/Doors ? 34 Replacement "Demolition (Entire Bldg only) - Give PCA handout to applicant cr{~ Valuation 3IS-0 ° Occupancy MC/ES System Census Code Zoning rL , I City Water SAC Units ° r Stories Booster Pump Nbr, of Units ° Sq. Ft. PRV Nbr. of Bldgs ~ Length Fire Sprinklered Type of Const V• k/• Width REQUIRED INSPECTIaNS _ Foocings (new bldg) FinaUC.O. _ Footings (deck) ~ FinaUNo C.O. , _ Foorings (addition) plumbing _ Foundation HVAC _ Drain Tile Other Roof _ Ice & Water Final Pool Ftgs AiriGas Tests Final ~ Framing Siding Srucco Stone Fireplace R.I. Air Test Final Windows (new/replacemen[) ~ Insulation _ Retaining Wall Approved By , Building Inspector - Base Fee Surcharge Plan Review MC/ES SAC City SAC W ater Supply & Storage ' S&W Permit 8 Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total ~ A Y 3 ~)`tr i \i` • 'l l , ~ ~ p~ ? j yJ I ~ EAGAN ~ ! r EVEW1`r ; BY ~ ! DATE ~ BUILDING INSPECfION~ DEPT. Cities Di ital Quality Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. . , ~ i ~ i i ~ ; j i i I V j . ~ ' - ! . 9 ; ~ ? , ~ ~ I I ~ i ~ ~ • ~ • i • • ~ i~• • i~ . - ~ • • • • ••ll~~ • 1 11 ~i • • : • W 1 • CITY OF EAGAN APPLICATION FOR PERNIIT SEWER ADID/OR WATII2 CONNECTION (Please Print) 1) PROPERTY ADDRESS: ~ r• J TICAT. DESQ2IPTION: r ~ . . Sv l~~ (Lot Block Subd1 ision or Tax P el I.D. Nunber)\-~ , IF EXISTING STRL'CiqJRE, DATE OF ORIGINAL &:ILDING PII2MIT ISSL'ANCE: (Nbn Year) PRESENT ZONING/PROPOSID USE: R-1 SINGLE FAMILY R-2 D['PLEX (Two Lnits) R-3 2OF7NHOC'SE (Three + Units) ( Units) R-4 APARTMENT/CODIDOA7INIUM ( Units) COAMERCIAL/RETAIL/OFFICE IAIDPSTRIAL INSZIZ[:TIONAL/GOVERAP'IENT 2) NAM: 41 ADDRESS: CITY, STATE, ZIP: PHONE: 3) For City Dse NA1-E' [Plumbers License ADDRESS: ~a~Q tive CITY, STATE, ZIP: ~xpred Reco rc • PHONE: g~'-~, ~jr-•g~ - =MAS~'II2=tLICENSE # S ~ 4) NAME= KG7u ~{G~nn.P S P,DDRFSS: CITY, STATE, ZIP: - ~ PHONE : _ S~ 1~ • 5) ~ ' ~ el CONNECTION TO CITY SEWEE2 Eg CONNECTION TO CITY WATER Q OTHER (Please Describe) . 6) u • ? PLEASE HOLD APPROVID PEE2NIIT FOR PICK-L~P BY ONE OF ABOVE PI,EASE MAIL AP O FERNffT TO 1, 2, , 4•, . AHOVE - (Circ e one) 7> ~ FOR C 2 TY U S E ONY , PE4MIT ISSUED F°ES: $ /G,lU S::;E.°, n.r.'.RMTy (INICL.:~..~.G SURCHARGL) $ F1ATF-R PERP1IT (INCL'uDE SuRCHAcZGc) $ WATER METER/COPPERHORN/OUTSIDv READcR $ WATER TAP (ZNCLUDE CORPORATION STOP) $ SEWEQ TAP _ _..Ci::iT .,.=.?C•Si= =7--:-R ?R " 'S ACCOli:IT DF.P(1SIT - UiAT.-,R $ WF.C $ SAC $ TRGNK WATER ASSr,SS:!r:;T $ TBiii4{ SEWER PSSESS.15DiT $ LA:E°.:°,L BENEFIT/TRUNK 5-:,:ER $ LaTcRrlL BEVEFIT/TRUNK WAT°R 'S `Zjk- ~-L WATER TREATMEATT PL[uQT SURCHARGE $ OTHER: $ TOTAL $ A,"OU:~'T PAIDlREC°I?T ,1, r DOES UTILITY CONNECTION REQUIRE EXCaVATION IN PUBLIC RIGHT OF WAY? 0 YES ZF YES, THEN .y "PERMIT FOR WORK WITHIN PUBLIC ROADWAY" MUST BE ISSUED BY TY.E ~ NO ENGINEERING DIV:SION. LIST AS A CONDI- TION. SUEJECT TO THE FOLLOS4ING CONDITIONS: i~ APPROVED BY: ~ . TI:LE: DAT°: ~ o L'~~~ - ' • 1985 BUILDING PERMIT APPLICATION - CITY OE EAGAN NOTE: ALL CONTftACTORS MUST BE LICEHSED WITH THE CITY OF EAGAN INCLUDE 2 SETS OF PLANS 3 CERTIFICATES OF SURVEY 1 SET OF ENERGY CALCULATIONS 11~1000 To Be Used For: ~i•F PWL~, C~'l~. Valuation:~~ Date: Site Address: 3$3'L R I YF2TOr/ 14 Vd_ , OFFICE USE ONLY Lot: ~ Block 3 Sect/Sub 8"~c1<MAW/(Erect X Occupaney (z-3 D^ It AaD. Remodel _ Zoning Parcel U Repair Type of Const Enlarge U of Stories Owner jZ oy 4-NAA! C F /-F_ A_2 V!Ly Move _ Length Demolish Depth Address5/20 W• /02N_o ST. Apo-Grade _ Sq Ft City/Zip Code QLOoMir/GTdrlr?in/ 9 ~5-SY 377 HQe- Phone APPRDVALS Contractor /4:~d'L,_~/ ~~•/FdL~~/ /-jONrEJ Assessments Permit 41$.~ T- Water/Sewer Surcharge 57.° Address SBSU To k? I;117- o/L • Police Plan Review Fire SAC 525, City/Zip Code /,JOOd CS U,Z Engr Water Conn Soa. Planner Water Meter 3. Phone Lf,~2= 3411 yZ 4f~~ Council Road Unit 'LSo. m Bldg Off Parks Arch.fEngr. z9A /,j/ 4) C.L2 j APC Treatment Pl {'3Z.~ Variance Address C/ S.S"7 11,ofs{7-,S1AvF TOTAL C7~~Cr~ (TD City/Zip Code Phone # 28x24` ~72,~sv 34x~~o•~"_lo2o~s~ - 5q1c'? o -4- ~c 12 - l 2 Z8 "3 Zx 3 2^ I c-)2 oo x g - I I -1 C~2 ¢ . : . . ~ , - EXTERIOR ETNIE:.C?E AVERAGE "U' C011?7TATI0:3 oartsr-x eo NA N c- k v F- ~ - SITE ADDRESS 3 8 Z-P jvE2 i o~? AvG CONTRAGTOR 4~LlOZY 6`( Mt--j DATz" y-~-3SPHorrE"71S-Z-36~2.. • qs9- //G .3 Determine vrorking square footaoe of each. 1. Total exposed wall area 2-3 I S BR• ft• x.11 = 2 Sy• 6S - 2. Total roof/ceiling area 2 c) sq. ft. Y,.026 Total exposed wall area above floor =/7 SS~ a. Total wa21 vrinden area S0 b. Total door area r" c. Total sliding glass area 1 d X d. Total °ireplace orall area . e. Total wall framing area (average 10i)... f. Total net wall area above floor ........1 L-) g. Total ric joist area Total exposed foundation &rea = 5-6' b h. Total foun3stion t•;indow area ~'D 1. Total aet foundation axea above grade .~~'S o Determine "U" value of each tiiall segment. = /S• U a. So x"U`: .30 b. S~ X "U" 7, 1 C . /o fS X "U'' - -S = 27 • O D. n X "I3" p ° e. s x'•U" , o~i = 7• O f. //72 X 1°U" • ~ Q- X uU•• , a G ° •7 h._ ~'6 X "U' .3O ° z -o 1. Hs~o x I,U" !a'z- 3 .................:..........................Tota1 ~ 15~-93 If item #3 is the same as, or less than item N1, you have met the intent of SBC 6006(c)2. . , • • . . . Total exposed roof/ceiling area =/'7 2 O Total skylight area o k. Total roof/ceiling framing area (average 10; L 1. iotal n'et insulated reof/ceilir.G area Determine "Ul value for each roof/ceiling segment. J• x Iv, _ k. 1. ~6- x,:U,, 4 .........................................Tota1 If total o: f.'4 is the same as, or less tnan E2, you have met the intent of 5HC 6006(c)1. Alternate Buiiding Envelope Desita To utilizs the total envelope syster,, net:;od, the values.established by the sun oF items N3 and #4 shali not be Cre2ter than the sum o: itens 91 and h2. - 1. + 2, _ 3. + 4. _ ~ city oF eagan 3830 PILOT KNOB ROAD. P,O. BOX 21199 BFA BLOM9UIST EAGAN. MINNESOTA 55121 nnayo. PHONE: (612) 454-8700 iHOMAS EGAN - JP.MES A. SMIIH V1C ELLISON THEODORE WACFRER Cou~ll Memben April 25, 1986 1HOMA5 HEDGES CM /',Jminisirolor EUGENE VAN OVERBEKE CiN Clerk Mr. Roy fiarvey 3832 Riverton Pt. Eagan, MN 55122 Re: Clean-up in Blaekhawk Park Dear Mr. Harvey: Thank you for allowing me to meet with you at your home yesterday. As we discussed, the fill material encroaching on Blackhawk Park, behind your home, will need to be taken care of. Your contractor should be instructed to: •Remove the debris (sticks, roeks, ete.) from the fill. •To level the fill to fit the existing grades in the park. *To apply a minimum of 6 inches of quality topsoil material over the graded fill, and *to seed and mulch the area to establish suitable turf grass. This actlon should be taken at the earliest possible date. The optimum time for spring seeding is right now. , Please let me know of your plans to address these concerns, as soon as possible. - Cor ially, John K. VonDeLinde Superintendent of Parks cc: Ken Vraa, Direetor of Parks & Recreation Dale Peterson, City Building Inspector Plat files Ren Ziml, Cozy Energy Homes THE LONE OAK TREE.. .THE SYMBOI OF STRENGTH AND GROWfH IN OUR COMMUNIIY ~ _eC: . . _ . . . . ..p. ' v. . . . .r~ • . ..x"' a , . . ~ . . r . . . . . . - " 06e ~(D f } 5~ v " LL ~c 1 { 5?REET, 9tsRpdSVtiLE, M194hES13TA 55337 PhR 4433'300C. ,4, . ? LCT 1,BLOCIt 3, I?L<-'.CKN/a%'/K OA6t5 ADDITioIJ, _DAK oTA J-v, MINNE soTA - - r :z.a,o,-o, n-"oTES EXI.?!I?G F_I.EwA,T/OA/ Am,o~ N 94" 59' 98" E (?90.0) Ll)ENIJ7E5 pROAISEV E/f;`.fT/CIJ 8$.27 - 1NA01c,q7*E5 LJ/REC710lJ oF Ca'Jf7~`~~ .'_~=~>•~a•~~~';'I~~?'_Zi SuRFi!cE CRAIt.t~t ~ ` ' • F/n//SHEp G^Ak'A6_F r[GOR ElXVAT/oN _ 890. $3 • /{q.'^.~°r :`..o~~ES.~/ ~ { ~ ~ ~ ~ d \qb c~ ~ ~ 9, i y ~ ~ FYzn~lf F_~I~C1NG -1 I J (eqe.5~~ !'9 ~ ~ ~J/ , ! N U 7hf k.o%(e`'"~ SCA(_E 30' 0~ (~IWA(yt o- ~ - ~ ~ 2 ~ 71.1) I`l ~fl ; 1 f ~~~/~-r•-.~'~~ I r! (n \•i ' L~IT. r:J",. " ~ '~,l~{ ~ C~'r ~ ~ i L_ ; i ~~<??`n~'g7 ,_iY';~f~v e4Fs ySI 8 a~.t!P ~^.:RR! nw+~C`»$ ~`2T!!'C"'C'^f'.P.$R~E4 O1~ P~ ~^E`tGi ~[!fl~ F.3 !'.i2t9`~Si~ ,:.k^r7 ;sRJLFCt al2S`20r1s. Fi4i 74'3p84"@d ,bY OYd $t4y 0 d.^r, of ~ t,~`^.r . / /'r•~ yr.":~.a ~r*~o ~.,/,D2r l? . . . . ' . . 1 May 31, 1986 John VonDeLinde Superintendent of Parks 3830 Pilot Knob Road Eagan Minnesota 55121 ' Dear Mr. VonDeLinde: In reply to your letter of May 27, 1986, I would like to point out to you that the Certificate of Survey for Lot 1, Block 3, Blackhawk Oaks Additon, Dated Sept. 10, 1985, prepared by Greg ' Brick of Probe Engineering Co. was submitted tp the City of Eagan when applying for building permits last year. One would assume that if a building permit was issued by the City of Eagan with no restrictions, or changes required, that the home could be built accordingly. Your mention of permission must be received from the Park Dept. to construct a driveway over the trail service does not seem reasonable as every home on the North side of Riverton Ave. has built a driveway over the trail, and I am sure not one builder has contacted your dept. for permission. If the driveway is rebuilt to the specifications you have stated in your letter, Mr. Roy Harvey will have a grade from the street to his garage which will be impossable for his car to get up to his garage in the winter. Last winter Mr. Harvey expressed that their cars had difficulty with the existing slope. Also as you probably know from talking with Mr. Harvey that he would like to lessen the slope in his front yard by building a 12"-18" high wall at the bottom of his front yard along the trail. I do not agree with your conclusion that we are at fault with the City of Eagan in the matter of the trail and Mr. Harvey's driveway, but I would like to offer a solution to the matter. We would raise the trail to Mr. Harvey's driveway and have a longer taper so as there would be no noticable differance when using the trail at our expense when we do some other patching in the next two weeks. Thequestion of grading & seeding the park property adjoining the back yard of Mr. Iiarvey's will be taken care of this week. Respectfully, Kenneth B. 2iru1 Kozy Energy Homes Inc. cc: Peter Stalland, Developer Ken Vraa, Director of Parks and Recreation Dale Peterson, Building Inspector Paul Hauge, City Attorney 1 ~.o i I, L~aoc,K 3~ B(.Re,KHqwK o.aks Aaw.,, `i , CITY OF EAGAN REQUEST FOR REpIEW OF PUBLIC RECORDS IjWe, the undersigned, are requesting permission to review the following govern nt eco ds held in the City of Eagan: NAME~O.NI,t ~ ADDRESS ~ ZS C TELEPHONE NO. 3 IS Z GOVERNMENT RECORDS (specify) C 2~ c~~S Signature - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOR OFFICE USE ONLY Designation of Requested Data: ublic, Private, Non-Public, Confidential, Protected Non-Public Approved: Employee Date: Approval by the City Clerk is necessary for any data determined not to be public. Approved: C'ty Cle c Date: I ; ity oF engn " 3830 PILOT KNOB ROAD. P.O. BOX 27199 BE4 BLOM9UIST EAGAN, MINNESOTA 55121 Ni~, PHONE: (612) 454-8100 ~j TMdMAS EGAN JAMESASMIiH VIC ELLISON ~ THEODORE WACHIER Courcil Members ~ nior.us HEDGes Clly Pdministroror - April 2, 1986 EUGENCVANOVERBEKE 3 , MR KENNETH ZIRUL KOZY ENERGY HOMES 5850 TOWER DR WOODBUAY, NIN RE: 3832 xI1fERTON PT ~ Dear Mr. Zirul: On Mareh 26, 1986 Building Inspector, William Bruestle, and I performed a ' reinspeetion by request of the referenced dwelling. We were asked to ~ determine the reason for the excessive amount of moisture that was staining the ceiling in the livingroom area. There is no way for the department to determine the cause of the water problem, but Kozy Energy Homes is obligated to correct the problem according to State of Minnesota Statute, Chapter 327a Housing; Statutory Warranties. The building is to be warranted for one year ; against all defeets caused by faulty worlomanship or defeetive materials due to ~ non-complianee with building standards. i ~ Keep me informed on the steps you take to correct the moisture problem. You possibly should consider extra ventilation in the 2' x 12' combination rafter and ceiling 3oist area or an additional vapor barrier type of sealer on the habitable space side oP the finished eeiling. ncerely. a e eterson Chief Huilding Official j DP/js . ~ CC: Roy Harvey, 3832 Riverton Point, Eagan, MN 55122 ~ THE LONE OAK TREE. THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIiY ~ . . - ~ - - - - - ...._:~r« . . . . . ~ . . . , r - . ~ ~~~~~~~t ss~~~at~o~t r~eri . ~ . : . .t f ' HOME WARRANTY CONSTRUCTION ARBITRATION TRIBUNAL I - i I Li tlie Matter of tlie Arbitration betwec:n RDY N. & NIINCY L. HARVEY AND KOZY ENER6Y HOMES, INC. :I ~ ~ Case Nwnber: 56 141 0157 86 i AWA1Zt) 0F ARfSI'i1tAfOR 1, THE UNDERSIGNED ARI3ITRATOR, havittg been designattd in accordance witii the Arbitration Agreement I entered into by the above-named panics dated . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . pertaining to the propeny located a[ 3832 Ri uerton . Poi nt, Eagan., .MM ..55122...... • • • • . ;uid having bzen duly sworn :und having duly hcard the proafs and allegations ul the puties, Award as lollows: ~ Item #43 does not meet the coverage conditions of the 2-10 Home f3uyers Warranty, Page 7, Item 2.2 Claim is denied. The following items are excluded from coverage in the 2-10 Nome Buyers Warranty: Items O; #35, W, 0-6~are excluded o e VI A. items #F,'.#8; #a-1'; yk~; , ~E2~Y ~#3-P; > 1' ; #4< #42, 04 and #.`a0"are excluded on page 3, Itern UI . tem #9, page 3, Item VI I 15. Item #44, page 2, Item VI F. Claims for ali are denied. The following items are p_gyeCed_in the 2-10 Home Buyers Warranty: Item #1-pa'ge 16, 8.1, Item #2-page 10, 5:1, Item lt3-page 4, Construction - Quality Standards, Item #5-page 6, 1.2, Item #7-page 14, 7.3, Item #10-page 21, 11.2, Item #12-page 11, 5.3, Item #13-page 4, Construction Quality Standards, Item #14-page 9, 4.2, Item 15- page 15, 7.7, Item #16-page 13, 7.1, Item #17-page 9, 4.1, Item 19- page 18, 10.3, Item #20-page 4, Construction Quality Standards, Item #21-page 18, 10.3, Item #22-page 4, Construction Quality Standards, Item #23-page 9, 4.2, Item #24-page 9, 4.2, Item #25- page 9, 4.1, Item #28-page 11, 5.7, Item N30-page 13, 7.1, Item #38- page 14, 7.4, Item $39-page 4, Construction Quality Standards, Item #40-page 7, 2.2, Item #48-page 4, Construction Quality Standards, Item #49-page 9, 4.2, item #51-page 9, 4.3 and Item #52- page 4, Construction Quality Standards. All items shall be corrected to the standards of the warranty by the builder within thirty (30) days. This Award is in full settlement of all claims submitted to this arbitration,. WALLY ARB.ITRATUR DATED: !'l~4- ~ - / o -iY• PG I OCT. 23, 1986 HOME WARRANTY CONSTRUCTION ARBITRATION TRIBUNAL ROY N. AND NANCY L. HARVEY AND KOZY ENERGY AOMES INC. Case Number: 56 141 0157 86 Property Address: 3832'Riverton Point Eagan Mn. 55122 #1. Inadequate ventilation of roof over living & dining room: CONSTRUCTZON STANDARD: (paqe 16, 8.1) Attic and crawl spaces shall have a natural ventilation area as required by the approved building code specifications. See attached letter from Dale Peterson Chief Bldg. Official.for the City of Eagan dated April 12, 1986 staTing Kozy Enerqy Ilorties should install roof vents. BUILDERS CORRECTION: Builder will provide adequate ventilation in the affected area of the roof, but will not be responsible for any alterations to roof, or in color match of shingles. #2. LEAKS IN BASEMENT: • CONSTRUCTZON STANDARD: (page 10, 5.1) • ' Leaks resulting iia actual trickling of water are unacceptable. However, leaks caused by i.mproper landscaping installed by owner, or failure of owner to maintain prop"er grades that have been stabilized 13y the builder are not covered by the warranty. DAMPNliSS OF THE WALliS MAY OCCUR IN NEW CONSTRUCTION AND IS NOT CONSIDliRPD A DEPICIl;NCY. BUILDERS COFtRECTION: Builder will regrade areas around the home to fill in areas of settling by £oundation. No diqying up of foundation is necessaxy, as Kremer & Davis Inc. a professional waterprofing contractor mastic and polyed the foundation twice at contractor request. Al1so entire foundation is drain tiled and tiled to open space behi.nd the home which is has an walkout basement. Subject home sits on a hill with ].ot sloping away in three directions. During the digging in of the water and sewer to the street it was discovered that the sewer stub was two feet to high to service subject home. A grinder pump was installed and the area where the pipe went throuqh the was was not cemented before backfilling. This area did leak water., and bui.lder did in fact redig this area oi the foundation up and mac]e the necessary repairs last spring. r 1 #3. ALLUM. SOFFIT AND FACIA: HOME BUYERS WARRANTY REFERS TO PAGE 4 AND CONSTRUCTION QUALITY STANDARDS. BUILDER to contact Jim Massons Siding Co in No. St. Paul Minn. to encourage sub-c'ontractor to make necessary changes to please homeowner. At the writting of this letter Jim Mason is in Canada hunting for a week. But at an earler meeting at his office he stated to me that he would come out and re-do the facia. AC FRONT WALKWAY: CLAIM DENIED #5. SITE DRAINAGE: CONSTRUCTION STANDARD: (page 6, 1.2) The necessary grades and swales should be established to insure proper drainage away from the house. Site drainage is limited to the immediate grades and swales affecting the structure. No standing or ponding of water Should remain in this immediate area 24 hours after a rain, except swales which may drain longer than other areas after a rain. BUILDERS CORRECTION: Bui.l.der will regrade affected areas to establish grades. 0 LIFD STATION: CLAIM DENIED #7 TILE HEARTH: CONSTRUCTION STANDARD: (page 14, 7.3) Ceramic tile should not crack or become loose. But cracks in grouting in ceramic tile joints are commonly due to normal shrinkage conditions. Regrouting of these cracks is a maintenance responsibility of the homebuyer within the life of the home. T3uilder is not responsible for color variations or discontinued color grout. BUILDERS CORRECI'ION: Builcler will replace any cracked tile and resecure any loose tile, and regrout as necessary. Builder is not responsible for disconti.nued patterns or color variations in ceramic•tile or grout. ~ IIEARING Y7ALL IN BSMT.: CLAIM DENIED #9 AIR CONDITIONING UNZT: Buyer requested Arnesons Heating Service not to install outside condensinq unit untill back of house was dug up and regraded. Pat Adams of Arnesons Heating Service will install unit whenever buyers are ready for it. #10 ELECTRIC FAN SWITCHES: CONSTRUCTION STANDARD: A11 switches, fixtures and outlets should operate as intended. 2 BUILDER CORRECTION: Builder will have Midland Elec. Co. to spect said fan switch and make necessary corrections. 11 CONCRETE BLOCK SHOWING ON NORTH SIDE OF HOUSE: CLAIN DENIED #12 SIDING DOES NOT MEET SOFFITS: CONSTRUCTION STANDARD: (page 11, 5.3) All siding shall be installed according to the manufacture's and industry's standards. Joint separation and delamination is not acceptable except where the manufactures indicates that some shrinkage may be anticipated. ' BUILDERS CORRECTION: Builder will re-secure, caulk, repair, and or replace to meet the above standard. #13 BASE TRIM ON SLIDING DOORS: CONSTRUCTION STANDARD: (page 4, Construction Quality Standards) BUILDERS CORRECTION: Buil.der to install base trim that meets the standards of the industry. #14 INTERIOR FINISH CARPENTRY WORKMANSHIP: CONSTRUCTION STANDARD: (page 9, 4.2) Joints in moldings or joints between moldings and adjacent surfaces should not result in joint exceeding 1/8 inch in width. ' BUILDER CORRECTION: Builder will repair'defectide joints, as defined above. CAULKING IS ACCEPTABLE. #15 CEILING STAINED CONSTRUCTION STANDARD: (page 15, 7.7) Necessary repairs required under this warranty shou:l.d be refinished to matchsurrounding areas as closely as possible. BUILDERS CORRECTION: Builc3er to re-paint or re-spackle as defined above. #16 SHEETRGCK: CONSTRUCTION STANDARD: (paqe 13, 7.1) Hairline cracks are not unusual in interior wall surfaces. Cracks greater than 1/16 inch in width are' condidered excessive. (page 13, 7.2) Slight imperfections such as nail pops, seam lines and crAcks are common in plaster And gypsum wallboard installation. However, obvious defects of poor workmanship resulting in blisters in tape or excess compound in joints, trowel marks and cracked corner beads are not acceptable. ; BUILDERS CORRECTION: Bui.lder to inspect and make any repairs as to defined above. 3 #17 GARAGE WALL: CONSTRUCTION 5TANDARD: (page 9, 4.1) All interior and exterior walls have slight variances on their finished surfaces. Bowing of walls should not detract from or blemish the walls finished surface. Allowable structural deflections are governed by the approved building code specificat'ions. BUZLDER CORRECTION: Builder to repair as to defined above. #18 BATHTUB: CLAIM DENIED #19 KITCHEN SINK CHROME DRAIN BASKET IS PEELING: CONSTRUCTION STANDARD: (page 18, 10.3) BUILDER CORRECTION: Builder to replace. #20 STAIRWAY RAILING: ~ CONSTRUCTION STANDARD: (page 4, construction quality standards) BUZLDERS CORRECTION: NONE except to fasten all spindels securly. #21 SINK STOPPER NOT FASTENF.D TO ROD UNDER COONTER: Builder will fastened sink stopper to rod under counter if homeowner who is a airline mechanic cannot figuse out how to do. #22 KITCHEN ISLAND NOT FASTENED TO P'LOOR ENOUGH: • Builder will fastened island to floor. #23 MASTER BATH CLOSET DOOR: CONSTRUCTION STANDARD: (page 9, 4.2) Joints in moldings or joints between moldings and adjacent surfaces should not result in joints exceeding 1/8 inch in width. (page 9, 4.1) All interior and exterior walls have slight v ariances on thier finished surfaces. IIowing of walls should not detract from or blemish the walls fipished surface. Allowable srurctural deflections are governed by the approved building code speoifications. And walls should not be.more than 1/2 inch out of plumb for any 8 foot vertical measurement. BUILDER CORRECTION: Builder to make repairs as defined above. #24 TRIM ON SIDE OF FIREPLACE: BUILDERS CORRECTION: Builder will replace trim that was removed. #25 FLOOR S&UEAKS: CONSTRUCTION STANDARD: (paqe 9, 4.1) Floor squeaks and loose subfloor are often temporary conditions common to new home const. 4 BUILDERS CORRECTION: Builder will make every effort to correct the problem. 0 ACCESS PANEL IN HALLWAY: CLAIM DENIED AS PASSED CITY INSPECTION, #27 STAIR RAILTNG TO BASEMENT; BUILDERS CORRECTION: NONE AS PASSED CITY INSPECTION. #28 SLIDING DOOR: BUILDERS CORRECTION: BUilder will adjust door. #29 FRONT ENTRY DEADBOLT: BUZLDERS CqRRECTION: Builder will replace, rekey, or find the missing key for deadbolt. #30 SHEETROCK GOING DOWN TO BASEMENT: 4 BUILDERS CORRECTION: Builder to correct to the same standards as item #16. #31 $750.00 SOD ESCROW AT I'SRST SECURITY TITLE CO. BUILDER CORRECTION: None as buyers can have the escrow monies released qLs soon as they sod their yard. This was a requirement of their mortgage company and they will have to inspect the property after the work is complete for the rqoney to be released. See work equity agreement #2 made part of the purchaSe agreement on buyer doing their own sodding. NOTE: First Security Title w.itheld 1 1/2 times $500.00 or $750.00 from builders proceeds for the sod escrow, and in which buyers reimbursed builder for with a private check. Said escrow money belongs to buyers. CM;P,LETE, $300.00 ESCROWED F'OR I~UYPRS NOT HAVING INTERIOR PAINTING NO MANTLE F'OR TIiE FIREPLACE, AND MASTER BATH LIN. CLOSET NEEDED A DOOR. , NOTE: First Security Title witheld 1 1/2'times $200.00 or $300.00 from builders proceeds for the above work to be completed. Buyers did not reimburse builder for these funds and this escrow money belongs to builder. #33 MISSING SCREEN: Builder has in possession and will install. /if.1~}/ SMALL BATFIROOM VANITY: CLAIM DENIED L/ #35 DRIVEWAY & B2KE PATH: C'.T,AIM DENIED BACKHOLE OR WHATFVPR: CL,ASM DENIED l/ 5 038P GARAGE DOOR KEY: Builder to return NAILS COMMING UP UNDER VINYL: CONSTRUCTIN STANDARD: (page 14, 7.4) Readily apparent nail pops shoould be repaired. BUILDERS CORRECTION: Builder will correct nail pops. #39 TRIM OVER GARAGE DpOR: CONSTRUCTION STANDARD: (page 4 construction quality standards) BUILDERS CORRECTION: NONE as buyer was aware of it and accepted it on the walk-through the day before the closing. #40 CONCRETE GARAGE FLOOR: CONSTRUCTION STANDARD: (page 8,-2.2) Cracks in garage slabs in excess of 1/4 inch in width or 1/4 inch in vertical displacement are considered excessive and unacceptable BUILDERS CORRECTION: Builder to repair as to defined above. #41 DRYER VENT: CLAIM DENILD NOTE; Heating Contractor asked the buyer weather he wanted the ven to go.into the garage or outside. #92 ELECTRICAL GROUND FAULTS IN AATHROOMS: , BUILDERS CORRECTION: $uilder to have Midland Elec. check out, and bring to code if needed. 643 SHRINKAGE CRACKS IN BASI?MENT CONCRETE FLOOR: CLAIM DENIED. #44 ROCK WALL: CLAIM DLNIFD. 45 MISSING LANDSCAPING PLANTS: CLAIM DENIED. NOTE: Buyers were given permission to take two plants of there choice from stock perchasFd for our new model. They helped themselves to three plants, and then let them die for lack of watering. # 6 PARK: CLAIM DENIED. 47 OWNER HAD TO DO A LITTLE WORK ON HIS HOUSE: CLAIM DENIED. #48 KITCHEN COUNTER TOP SEAM NOT EVEN: CONSTRUCTION STANDARD: (page 4, construction quality standard) BUILDERS CpRRECTION: Builder will look at and make even if it is not even. 6 #49 BASE TRIM IN KITCHEN ENTRY FROM FRONT DOOR: CONSTRUCTION STANDARD: (page 9, 4.2) Joints in moldings or joints between moldi.ngs and adjacent surfaces should not result in joints exceeding 1/8 inch in width. BUILDERS CQRRECTION: Builder to inspect and make repairs as to defined above. #50 GARAGE ENTRY DOOR TO HOUSE: CLAIM DENIED. #51 EXTERIOR TRIM COMM-ING LOOSE: CONSTRUCTION STANDARD: 7oints between exterior trim elements, including siding and masonry, should not result in open joints in excess of 1/4 inch. In all cases the exterior trim, masonry and sidinq shall be capable of performing its function to exclude the elements, BUILDERS CORRECTION: Builde.r to inspect and repair as to defined above. #52 ELEC. WIRE THROUGH MIDDLE OF SHELF IN COOKING ISLAND. - CONSTRUCTION STANDARD: (page 4, construction quality standard) BUILDERS CORRECTION: Builder to have Midland Elec. to inspect and make any Aanges as to the above defined qualitg standard for the industry. Completion pf this punch list shall be under the supervision of 2-10 Home Buyers Warranty, and it is understood that the buyers are to give no direction to workers or to interfer in any way in the manner builder makes repairs. Upon the completion of the itemslisted, builder will call for an inspection by mortgage company and have the #300.00 escrowed for previous work not done at the time of closing released to builder. work will commence upon the approval of this letter from the home owners and 2-10 Home Owners Warranty oppointing someone to supervise said woxk. a Respectfully BUYERS ACCEPTANCE Kenneth E. Zirul' ROY HARVEY DATE pres. C.C. NANCY HARVEY DATE Peter Stalland, Norse Dev. Jim Sabo, 2-10 xome Buyers Warranty Jerry Thompson, 2-10 Aome Ruyers Warranty Dale Peterson, Cheif Bldg. InspeCtor for City of Eagan Dan Beeson, Atty. for Buyers 7 . American Arbitration Association In the Matter of the Arbitration between Roy N. & Nancy L. Harvey - and - Kozy Energy Homes, Inc. CASE NUMBER: 56 141 0157 86 ' NOTICE OF HEARING TO: Roy N. & Nancy L. Harvey Kenneth E. Zirul 3832 Riverton Point Kozy Energy Homes, Inc. Eagan, MN 55122 8580 Jeffery Ave. Cottage Grove, MN 55016 PLense TAtiF NoTiCS that a Hearing in the above-entitled Arbitration will be held at the Arbitration Tribunal of thz American Arbitration Association, AL tihe Harvey Residence, 3332 Riverton Point, Eagan, MN Dace September 9, 1986 Houx $:00 A.M. Before Wally Arntzen Arbi[rato; (s) P(ease attend pcompdy with your witnesses and be prepared to present your proofs. Dnren: August 2$, 1986 _ NANCY QUAM Tribunal Administrator NortcE: The Arbitrator(s) have arranged their schedule and reserved the above date to meet the convenience of the Parties. Therefore, every effort should be made to appear on the date scheduled. In the event that unforeseen circumstances'make it impossible to attend Ihe hearing as scheduled, the Parties are to request a postponement no less than 48 huurs 6efore tha time and date set for hearing. All requests for postponements must be communicated tn the Tribunal Adminis[rator (not the Arbitrator). Tfiere should be no communication between parties and the Arbitrator other than at oral hearings. Any party desiring to have a stenographic record of the te,timony taken should make arrangements with the Tri6unal Administrator in advance of the hearing. r cc: arbitrator(s) Wal1y Ar'ntzen Home Buyers Warranty Form 8-AAA-C-718: . ' . . . . ; Am' eri n rbitration ~~~oa~tion ~ . . . HOME WARRANTY CONSTRUC7ION ARBITRATION TRIBUNAL In the Matter of the Arbitration betweeii ROY N. & NANCY L. HARVEY AND KOZY ENERGY HOMES, INC. Case NumUer: 56 141 0157 86 AWAKD O[' Af2BTflttll'OR 1, THE UNDERSIGNED ARBITRATOR, having been designated in accordance with the Arbitration Agreemen[ entered into by [he abirve-nxmed parties dated penaitiing to mc proprrty located at 3832. .Ri verton - Point., . . Eagan, MN ..55122 . . . . . . . nnd having been duly sworn and having duly hcard the pcQOfs and ultegations ot die parties, Award •us follows: Item #43 does not meet the coverage conditions of tlie 2-10 Home Buyers Warranty, Page 7, Item 2.2 C1aim is denied. The following items are excluded from coverage in the 2-10 Home Buyers Warranty: Items #4, #35, #45, #46 are excluded on page 2, Item VI A. Items #6, #8, #11, y18, #26, #29, !{31, #32, #33, #34, #36, N37 „ #41, #42, #47 and #50 are excluded on page 3, Item 1!I I 11. Item #9, page 3, Item VI I 15. Item #44, pa9e 2, Item UI F. Claims for all are denied. The following items are covered in the 2-10 Nome Buyers Warranty: Item #1-page 16, 8.1, Item #2-page 10, 5.1, Item #3-page 4, Construction Quality Standards, Item #5-page 6, 1.2, Item Ik7-page 14, 7.3, Item #10-page 21, 11.2, Item #12-page 11, 5.3, Item #13-page 4, Construction Quality Standards, Item #14-page 9, 4.2, Item 15- page 15, 7.7, Item #16-page 13, 7.1, Item #17-page 9, 4.1, Item 19- page 18, 10.3, Item #20=page 4, Construction Quality Standards, Item #21-page 18, 10.3, Item #22-page 4, Construction Quality Standards, Ttem #23-page 9, 4.2, Item #24-page 9, 4.2, Item #25- page 9, 4.1, Item #28-page ll, 5.7, Item #30-page 13, 7.1, Item #38- page 14, 7.4, Item #39-pa9e 4, Construction Quality Standards, Item #40-page 7, 2.2, Item #48-page 4, Construction Quality Standards, Ftem #49-page 9, 4.2, Item #51-page 9, 4.3 and Item #52- page 4, Construction Quality Standards. All items shall be corrected to the standards of the warranty by the builder within thirty (30) days. This Award is in full settlement of all claims submitted to this arbitration. , L ; ARBIIRAIUR F1~4- AAA-USH4 ity oF cagan 3&30 PILOi KN08 ROAD, P.O. 80X 21199 . eFA BIOMQwsi EAGAN, MINNESOTA' 55121 nnQyor PHONE: (612) 454-8100 i110nnaS EGAw JAMES A. SMITH VIC ELLISON THEODORE WACHIER Councn Mombers 7HOM6,S HF.DGES Giry Wminlatmroi April 2, 1986 EUGEN cry CIOVEReEKE MR KENNETH ZIRUL KOZY ENERGY HOMES 5850 TOWER DR WOODBUAY, MN AE: ,3832 RIVERTON PT Dear Mr. Zirul: On March 26, 1986 Building Inspector, W1111am Bruestle, and I performed a reinspection by request of the referenced dwelling. We were asked to determine the reason for the excessive amount of moisture that was staining the ceiling in the livingroom ar•ea. There is no way for the department to determine the cause of the water problem, but Kozy Energy,Homes is obligated to correct the problem according to State of Minnesota Statute, Chapter 327a Housing; Statutory Warranties. The building is to be,warranted For one year against all defects caused by faulty worlananship or defective materials due to non-compliance with building standards. Keep me informed on the steps you take to correct the moisture problem. You possibly should consider extra vent:ilation in the 2' x 12' combination rafter and ceiling joist area or an addLtLonal vapor barrier type of sealer on the habitable space side of the finished ceiling. ncerely. a e eterson Chief IIuilding Official DP/3s CC: Roy Aarvey, 3832 Riverton Point., Eagan, MN 55122 . THE LONF OAK TREE...THE SYMBO! OF STRENGTH AND GROWfH IN OUR COMMUNIIY ` s.,,-,, -~~~iE;-t , r,~V No: 36625 YV:I!l.li/'H(1Ul INf; i;UN11b1C!'UIl.`.. SINCI. IO-q 3900 J[I'FLIl:;ON ; TRF~GI" N_E. to11NNf:APULIS, MINN :iSd'11 . ~G1"1) 7U&SH35 REMIT TO: P.O. BOX 21031 ~ MINNEAPOLIS, MN 55421 Hnzy Energy Homea iNVOiCE DATE soLo 5850 Tower Drivn October 3, 1985 To Woodbury, ?tinnesota 55125 PLEASE FEMIT FROM THIS INVOICE L TEflMS: NET 10 DAYS FROM INVOICE DATE - - DE5CRIPI ioN aMOUNT October 2, 3832 Riverton Ave. Eagan. Mianesota $ 325.55 . ~ PAST OUF ACCOUN'fE ANF: tiUBJF.CT TO t°/. PEH MONTN, 12% ANNUAL SERVICE CMARGL I U! 1~ :IIVi1!_ IIJVIiI~.c i r . 7- 1--~~ To Whom It May Concern: In,regard to Roy Harvey, Home on Riverton Ave, Eagan, Mn In regard to complaints on Masonary, 1. Hearth on I'ireplace, Tile Setter and myself came to repair tile on hearth, garage door was suppose to be open as we got there door was locked and not operi as told it would be, at this point do to n,y cost my only willingness to repay set amount that was paid to L.J.Construction for setting the ti1e. 2. All scapling bracket holes have been repaired as of 5/19/$6 3. In regards to front sidevaalkrp rny willingness was take out the end cut closest to the driveway and put a cap of 2 inches of 5000 pound concrete over the exixting sidewalk even thouErh it is not rny fault as the concrete wdlk had been salted to remove ice. 4. I had told. Roy Harvey that I would be tYiere tv take care of sidewalk and tile j/22/$6; Mr. Roy Harvey told me to stay off the prc-.ru:i.sed as he was going to contact an attoi•ney to have t,his re ved. .r~ L.J .Cons tru ion Gerald Hod ixi owner ANN G: O~,.LN Cooe OZY HOMCOWNCR, S What ~ . WhGrG ; H arvc R~ver+on y *Ns~6. 5 16 14 : ro J+sruss co~~ vioLa+ion s ,for co"y coiAnctL mct+int And when : sunawl «Ml 16:30 P.?n. know o. nedihbom who doesn'.6 +hin6C would 04*er1j PI.e&tt i9AVa$C 44ACh16 1'111.LLbvll.!:'.I'1'ItAISNl.S.11VCt1MPUlli\Il.ll .,fN~y, bl~ Mu nw~a iJllJ ' oww•• H. N..u.n.. maI. ;kra r~icNno~~.iGi 11 577a333 Me~nUur ol Au.wwn inaliluw ol Heul E~I~Ie hp...oncr~ . :ianior MamWr Soc,otY al Heul Lt41a ApprL,w,k CdBI. 12352 lkcember 9, 1985 Meritor Moctgagc Curpura[lun 9801 pupon[ Avenue SouCh, Su1Ce 180 81o4WinF;con, Minnanoca, 55431 Regardisg: llarvey.N, Jr. nnd Nnncy L. &oy 3032 Rlvercun Avcnue r:agun, Hiniwsota Thls le Co cer[ify thet on llccember 9, 1985, Wu curefully lnsyec[ed che propzr[y deecribed ubove iinc! thac we li:Avo r.:pur[ed Iwrein u11 cuudi[1onti obaerved. LJe found tfia eubiuct complece except fur Che following i[nmc. ~ 1. Flreplace mantel $100 2. Inutull Iwth cloeec lUU 1. Soddi»6 500 To[al $700 ~ Any itedr iadicatnd aUove un 6eing incomplc:ta cun be e1lmttiatad from tlic escrou eeeounc provi.ding cYie cuncruccur furulaVieb a lien woivnr for uuch 1Je cer[lEy Clta[ [hc condltion, sultabillCy, neui r~ndiness foC usr of all equlyment, flxturce, flooru, wiuduwd, doora, walla, ami utlier obe;erveblu charuccerls[icu :,ii.l fcucurny or [lic yruyxrcy dclliti:atud ln [!in plaud unJ speciflcacioiu aru accePcable. ;;uch uuitublllcy airl reacliiu:ss le uo[ guaranCeed by Gw w appcslcer/eowpliauce Lnr;pcerur. Very cruly yuurn, / / YKli d1T"I, APNtG115:~LS. INttl'OH 'LIiU ~ ib uglus . Yrellvitz, MAIPA ~ [lj . Gnc. Involcc I2447-1 tit: • t . . , ~~il CJ 1:nGW~ June 16, 1986 . To: Kenneth E. Zuel Construction Re: Roy & Nancy Harvey 5850 Tower Drive 3832 Riverton Pointe Woodbury, MN 55125 Eagan, MN 55122 To wliom it inay concern, ke are still holding money in escrow for the above captioned property in the 5um of $1~.050_00___, 1'or services. that were to be coinpleted by _ June 15.1986 _ We have not heard if thr_ job ha5 bern completed so that we may order the final inspection to release the escrow money. Plqase r.ontact Kathy Newoaard , who is handlina this escrow account to discuss tlie watier further. Thank you. Sincerely, KAth ldew a, rd . Processor hteritoi t4prt.rlane Curoor,,LiOn /kn r ~cr pp : ~j'~ d , ~`r4 I' I ~ i N•.~yr"~y{ ^ ~.y~r. . "'"~z _.'7r!'.~1`'~ ' . ~ I'Y r q},~ ~ ~ F~"-• t ~,T ~~.r~ f' r~a?i.~ ~ . i~~. III II i `I - i~ R~ ",¢q„ A f F Et 10~ MULA M~NT6~TNt~ , i:;~ • -wooo xcK ~ V ~ ~a ~ F rviHC axea Fireplace Ceiater Of L ~ Circtrlnr I.iving Area No. 10274 ._aeoaaoM . A Jrematualh PuiiuoncJ lir pl i e Iexms ihe IJ%6 "I•tl %9•p _ F loius ol ihe muin linng .~rea m ihis sinEle Ievcl +a coni nipurury F.iinccn djning md Inmg rnunu tonu a nrclc ihal illnw, worA ,trca• iu ~ C~ 1 6'Jfll 0 . CMM'`,C WSfERBNP00M Il . ow inio livmg arcas anJ outdoors, via slidwy. BEOraow C u' W • n. / ~,u-a'x7-q' ~ bla"s doors, io ihc woud dlik I hrcc I,~r6c~ ~ ; . . btJroums auJ Iwo lull b.iiM tre gruupcd in a % a~' ~ rarcn - ~ . SY , •\1/~ AU. j:)' ~ winN INVY IfUlll lIll' liviny.knat. TurAcJ ul( N0. 10219 . iht kuch n is a laundp roonl Wilh kiu.ii Liwng ureu-1.783 sq. fL d.Y ~ cArabe-576 sy. n. ,I . \ onrve ~ tN i Y . - , ~,sa-+,.... 4 . • ' E, F~ MOSE ~9 fl+GE ,5q , ~1'e ae C PIHNRfRi~ nd6tf+ND S~UftVfVOftS • ,t~l~~«3I~G compRmY INc. ~ - 1000 CAST 1461h STREET, EURNSVILLE, F1INHESOTA 95337 PH 432'3000 7may-'4z 0QwCt'KP2f0'L= LdT BLOCK 3, BLACKNAWK 0Af<5 ADDITio, ' • , pq KOTA COuN71', M/NNE SOTA - - ' r~ PE.VOTES EX/ST/NCw EcEVATIoN N 89° 59' 48" E (99e.0) DE.VOTES PROPoSEO E[EVA71oAI ("b'Z) . -rr- /ND/C..Q7E5 o/RFCT/ON OF C67~NJ $Z~-_2i SuRFAGE DRArAv46E F/N/SHEp G.aRAbE F[ooR EtFVATia,~/ ~ 890, 83 C6 Z4.o /A~ m " es3.o) 3 3c FRCU7 ~ICD1N ~ ~M "Q N g6,~ I ~ . SE7'8,1CK L/N~ ( ~~$Sa~ ~9sj5.o~ 0/ ~`l• I m i~~ NoRTH 16 ~ o ~Q~' o scALE 30' ~ti 0 J ~i (523,0~ N / . ~ a - - l ~ ~ cn0'4 I VI (89e.5~ ~ ~ ~ 7, _ m SEl~ z ~ o 'A i--~ ~ 7 c ~ io,~ ~1~ ~~'rf 1 13~ • ~,6 E '`J m N 80, aq 3 ~ ~4l i_;':,i 2 hereby cetir ity thnt th~s3?~~ a true nnd correct rnpreeentation of a tract ot land as sRown'8nd dcacrlhed herean.. Ae prvpnred,by me on this /or?J day of tlinn. Reg. mo. 41-11R` i.Aw- 0 I'1'ICES 1'F:LF YIION 1! 'T-&ri.nivv & Sln.y.l,A;r~_) (612) 08:f-5679 ONE CORPORA"!P. CA.N"IEP FINANCIAL PLABA . 1201 011MY LANE MINNP.APOLIR, DIINNIitiOTA 6n:s:in I.U1'HF.IZ M. ti]'.1I_LANll K. PETF.R STAI.I.ANll October 2, 1986 Mr. Daniel J. 23eeson Attorney at Law LeVander, Gillen, Miller, Anderson & Kuntz P. O. 13ox 298 South St. Paul, MN 55075 Re: Lot 1, I31ock 3, Alackhawk Oaks Addition ' Roy N. Ilarvey, Jr. and Nancy L. Ilarvey Dear Mr.. 13eeson: As you know, as the developer of the IIlackhawk Oaks Addition I sold your clients a.1c>t in the above named subdivision. Your clients' lot is ailjr:icent to a.bituminous path which runs along the front si_i;ie of their lot and which directs pedestrian and bike traf.[:i.c into Blackhawk Park. This path- way has bcen dedicated to the City of Lagan and my obliya- tion w.ith regarc3 to the maintenance of the pathway termi- nated on June 24, 1986 when my letter of credit was released in full by the City. On June 20th Jerry Jor.genson of South Suburban 1lsphalt re- shaped and extended the r;ump of the bike path up to the grade of the ffarveys' dri.veway. In addition the ramp was tack coated. This wcis Clone at the ins.istence of the Parks DepartmenL- at the i.;ity and also because of numerous complaints of your clierit_; to Mr. Ken 'Liru2, the builder. Around July lst I was not.ified by Mr. Zirul that the newly constructed ramp had bcen ripped apart; Within several days thereafter I reviewerl the damage and could clearly see that it was done by :;ome type of implement or tool. I called the Harveys immediately thereafter and talked to them and asked them what had happened. Their reply was that they had been shoveling sand ofE of the ramp due to the heavy ralns and that the r.amp began to "break up." , Mr. Daniel J. Beeson October 2, 1986 Page Two Enclosed please find a copy of the bill which I have received from South Suburban Asphal.t in the amount of $500 for the ramp repair. I believe it is the responsibility of your clients to pay this bill to Mr. Jorgenson. Thank you for your anticipated cooperation in this Riatter. Yours very tr.uly, ~ Peter Stalland PS/7J Enclosure cc: Ken Vraa, Director of PaFks and Recreation City of Eayan ?f(en 7.iru1 r Jerry Jorgenson SUB-CONTflACTORS AGREEh7EN7 No. Z ' FO(i LOT DEV[LOPM[NT DAfED The Buyer, Hereby agrees to supply all malerial and labor necessary 1o do the loltowing according to tfie FHA/VA, Mn. Properry Stds. and all applicable codes: COMPLETION WOflK MATERIAL TIME DESCRIPTION OF CONTRACTED WORN EOUITY ALLOWANCE ALLOWANCE :ir,J viall~ spr;;w 1.rx1:ur• 3011 .CO 0 FINISH GRADING & LANDSCAPING & TREE REMOVAL Finish grade the entire 106. Sod all slopes in excess $ $ 2 weeks after rough ol 3 to 1. Sotl protective drainage slope around the house grading, sidewalks, drive as required to prevent any water Irom entering the basement. is complete. Remove all trees damaged from consiruction and diseased trees. SOD: Furnish antl install sod lor bou!evartl Same as above i TOTAL SUBCONTRACTED AMOUNT: $ g ;{,_.i;~i The work described above will 6e complelr.cl during Rie i!!IOlIEO UIIIL' SIIOWII NO NOI ICL WIII hC fP,({UIIC(J I1y The subcoNractor should watch Ihe progress af Ihe job nntl pmluiin his subconlraclors wark so as lo nol delay progress ol Ihe job. In Ihe event ihe subconlrac(or does not complr.te the work wilhin Ihe Innr, alloev:~;l and causes dr.lay in [he proyress of ihe home, may declare Ihe entire purchase ayreenienl null and void and all [arnr,sl Money shall be relumed. BUYER: 81,II1-I)EI?: . i ~'..r),n .~•..p..t..~ti p . r, r • ~ " I ~ i ~ i f :1 . ~ . : , • ~ : 1 ~,4l . lf . c D. No. 7550 Oljicer ol Company , . • NkW HOME SUB-CON7RACTORS AGREEfNENT No. 1 PAINTING & CLEAN UP (Use Black Ball Point Pen) Dated Sept 1 19115 _ TheSubcontractor,RO,y R Nanfy--,kLrvey Location: _1Z32_R4vQvto"i - oe, Eaqan Minn. 55122 hereby agrees lo supply all material and labor necessary lo do the lollowing according Io the FHA/VA, Mn. Property Standards and all ap• piicable codes: COMPLETION WOHK MATEflIAI TIME DESCflIPTION OF CONTRACTED WORK EOUITY ALLOWANCE ALLOWANCE INTENIOR PAINTING: $ 2-.,600_00 $ 0 Prepare all surtaces, incl. minor patchmg ol sheetrock, fill nail 1 week after ceilings are holes, nail pops, nicks etc. and paiN all walls & ceilings whero nol textured & walls sanded. Iextured 8 paint or stain & seal all interior unfinished millwork incl. OR 1 week after the house windows, bsmt. stairs, skirt boards R other millwork as m:ry be has reachetl the carpet required, set nails & fill all nail holes, etc. stage. Millwork lo be: PREFINSHEU RAW x (on preiinisACo miltwork some itr,ms are nol finished and mu:;t be done by the buyer such as banurails, skirtboards, windows, cap " boards, exterior doors, etc. NOTE: For best results do all imerior painting alter all interior irim- ming and tinishing has been compleled tS the house is ieady lur carpet. If you desire to paint Delore this is done, it will lacililate painting antl require less masking, however, you will have to expect to touch up the walls a number ot times as the walls become marked ' up by the various tradesmen. One tinal louch up is always required atier the carpe[ is installud to eliminate any scutting ol thr, walls which are caused Dy the carpet layers, etc. EIfTEflIOH PAINTING/STAINING: Prepare suilaces, incl. filling any shnnk;jge r.tacks in wood siding, 3 weeks aftef siding com- tilliny nail holes, elc. 8 paini ur aiam cnuru uxtenoi iucL ail pleted. wintlows, duor5, salfit, lascia & .tll roal niel.il 5 aII uthcr die:,~:, .is may be reyuired. I( an exterior color other than the apprpved color NOTE: Save all samples ol paint tur each colur. Nail poppiup will combinations is selected, occur in all rooms. The buyer (reyartlless ol who does paintin(l) is ihese colors must be ap- responsible to correcl all nnil poppiny in sheetrock. This can r.asily proved by the Arch. Control be repaired by setting the naits wiili a hanuner, tilling the sheei- • Comm. prior to painting. rock liller, letting i( dry ancl Ihen sandinq 8 repainling with the ap- propriale color. It is Dest to wait until atter a complete hr.aling season lo allow for all of the wootl lo dry oul, shrink and nails to pop betore pulting the tinal touch up coat on or befure applying wallpaper antl other wall coverings. NOTE: Ii the exterior paintiny can't be completed because of winter/or weather conditions, the Uuyer must provide the cash escrow as required by the lentler excepl on FHA loans the builder witl provide the escrow funds. CONSTRUCTION CLEAN UP: y $ 430_00 $ I Clean-up antl haul away all construction dubris and keep bldq site Continuous as home is Droom clean at all times makiny sure all exterior papar, cic. is under construCtion. cleaned up. I TOTAL SUBCONTHACTED AtdDUNT: 3.=4y730_.00 $_C The work tlescribetl aUuve wili Ue cornpiuted during the allulted lime shown NO NUTICE will be required by the Buildcr. The subcon- tractor should watch Ihe progress ol the job antl perform his suUCOntractors work so as not to tlelay progress ot the jub. In the event the subcontraclor tloes not wmpiete [he work wiihin the time ellulled and causes tlelay in the progress of the home, the Builtler may declare the entire purchase agreement nuil and void and all Earnest muiiey shall be returned.. SUBCONTRACTOR: Buyer BUILDER: .c..N,w ~ ,~f~~ G.D. N0. 7551 j I ~J I _ Report on Various Forms of Distress at The Harvey Residence 3832 Riverton Avenue Eagan, Minnesota by ENCOMPASS INC. 2850 Metro Drive Bloomington, Minnesota 55425 (612) 854-5411 Introduction The Harvey Residence has experienced accelerated deterioration from the time of its construction. At the request of the Harveys, Encompass Inc. performed a limited investigation of the house. Numerous and various elements were found to be improperly designed and constructed, and were performing unsatisfactorily. This report is preliminary and not a full list of all defects. Observations and Analvsis Slabs on Grade: The basement has several large cracks (1/4 in. wide) which extend across the floor slab. These cracks occur in the area immediately below the stair and the area near the fireplace support. At several locations along the line of the crack, one edge of the crack has risen vertically in relation to the other edge. No slab contraction ,ioints were observed within the entire basement. The cracks were of an unusual extent and width and are obJectionable because of their appearance, misalignment, and reported entry of water. The slab on grade located in the garage was observed to have experienced settlement of approximately 0.5 in. at the area of the steps into the main house. The front walk of the house has settled away from the steps. The vertical movement is over 2 in. and appears to be continuing. The ends of the steps have cracked due to the loss of support as the ground has settled. 1 The basement slab, garage slab, and front walk have experienced unusual amounts of settlement as an apparent result of insufficient compaction of the earth during the construction process. It is likely that the present amount of settlement is not the ultimate settlement. Foundation Walls: The foundation walls at the north, west, south and southern portion of the east wall are constructed of concrete block. The northern and center portion of the east wall is constructed of treated wood. The interior surfaces of the walls are unfinished, with exposed fiherglass batt insulation, covered with plastic sheets. Due to the batt insulation over the interior faces of the block walls throughout the basement, observations of distress were limited to the north and central portions of the west foundation wall. This block wall was observed to have numerous vertical and horizontal cracks extending the height and length of the wall. The cracks ranged in width from hairline to almost 1/S in. wide. Horizontal cracks in the mortar joints of the wall correspond to flexural failure of the wall due to improper backfill, inadequate reinforcement, and/or lack of bond between mortar and blocks. In the portion of the wall immediately below the west entry to the house, the vertical mortar 3oints of the block wall were almost in perfect vertical alignment from the bottom of the wall to the top of the wall. This created a naturally weak plane and, as a result, vertical cracks extend the height of the wall at this location. The cracks observed in the block walls were of unusual extent and are obJectionable from strength, leakage, and appearance considerations. The wood stud portion of the basement wall is constructed with wood paneling over fiberboard sheathing at the exterior of the wall. The spaces between the wood studs are filled with batt insulation. The 3nsulation was removed from the lower portion of the wall at the south of the walkout door. The sheathing at the exterior of the wall was discolored and damp. The material had softened due to the moisture and could be pulled apart with finger pressure. This deterioration of the sheathing due to moisture will 2 continue, allowing the entry of water, drafts and vermin. A stud of the wood foundation wall was observed to be bowed inward. This stud had a split at the inside face as would result from a combination of lateral earth thrust and compressive load. It is not known whether the stud had heen placed in that condition or whether it has moved since the house was constructed. The siding at the exterior face of the wall was bowed inward, corresponding to the bowed condition of the stud. First Floor Framing: Typical framing for the first floor consists of 2x12 joists at 16 inches on center. Three different grades of wood were observed to have been used within the floor framing: Grades 1, 2 and 3. The structural suitability of the joists is determined by the grade of wood used in the joist and the span of the joist. If the floor 3oists are Grade 2 or better, they are suited for use at all standard load span locations within the Harvey Residence. If the floor joists are Grade 3 or worse, they are not suited to the 18 ft. spans beneath the octagonal portion of the house. On examination, at least one joist with a Grade 3 stamp was observed beneath the octagonal portion of the house. This joist was split through its thickness in several locations. Other joists beneath this portion were observed to have similar large splits. Numerous joists throughout the framing had been placed so that large knotholes occurred at the bottom of, the Joist. The main wood beam spanning from the north end of the fireplace support to the wall beneath the stalrwell consist of (2) 2x12 microlara wood joists. The microlam beams were constructed so that the top of the beam is 0.5 in. out of vertical alignment with the bottom of the beam. The main framing beam made of (2) 2x12 immediately below the passage between the kitchen and utility room was observed to have a large hole cut through it to allow the passage of a heating duct. The rectangular hole with vertical overruns in the cuts through the 3oist left less than 2 in. of material at the top and the bottom of the beam. It was determined that this beam supports the first floor framing and, by the means of a secondary beam, supports a large portion of the weight of the roof in that area. Not only was the main framing beam weakened Dy an oversized hole, it was also subjected to greater than anticipated loadings by the roof structure. Further, a specified post was omitted from this area. The inadequacy of this main support beam is indicated by the distinct dip in the floor at this area. 3 The secondary framing beam in this area consists of an originally placed 2x12 3oist with a second 2x12 nailed to its side. The reason for this unusual arrangement was to carry the vertical load from the laminated wood roof beam. The plans showed the laminated wood beam to be supported by the short wall between the two mudroom closets at the first floor, which in turn rested on an extension of the foundation wall. Due to lack of accurate dimensions or other problem, the laminated beam was constructed so as to bear upon the end wall of the mudroom closet at the kitchen. This resulted in the vertical load of the laminated wood beam not being supported by the foundation wall, but by the 2x12s located approximately beneath the c3oset/kitchen wall. An analysis of the (2) 2x12s indicates that they are structurally inadequate for the loadings that develop 3n this area. Adding to the unsuitability of the framing in this area are the lack of effective end supports to develop the strength of the second 2x12. Diagonal bridging has been omitted from numerous joist spaces. The maximum spacing of bridging in the octagonal portion of the house should be at 8 ft. centers, resulting in two lines of bridging for the spans at the octagonal section. instead of the two lines required, the contractor provided only one line of bridging. The contractor a2so omitted bridging or blocking between ends of 3oists at major bearing walls at the center of the house. Numerous areas of floor have the nails popping out from the floor joists. This has created noticeable bulges in the vinyl floor covering. In several instances, the vinyl floor _ covering has worn through at the nail locations. The separation or lack of attachment between the floor sheathing and the joists results in loss of the floor systems ability to act as a diaphragm to resist the lateral loads imposed by backfill or wind, further jeopardizing the structural capacity of the house. Stud Walls: The northeast and south walls of the octagonal portion of the house are out of plumb with the remainder of the house. At the northeast wall, vertical corner cracks were observed at the interior of the house. At the south wall, the wall was observed to be 1.5 in. out of plumb in 8 ft.. No cracks were observed at this location. Viewed from the exterior, these corners appeared to have moved outward, as judged from the curved line of the trim. The exterior finish siding is very poorly attached to the house with many of the nails having worked free. The sid3ng 4 has expanded vertically relative to the framing which may have shortened. At the areas of facade high enough to require the use of two sheets of siding, the expansion of the upper and lower panels have jammed the panels together. At several locations the upper panel has buckled out of the plane of the wall. The sidinS cvts at the perimeter of many openings are poorly executed, with gaps and misalignments. It is possible to see daylight through the gaps in the siding at the garage. The battens placed to seal the siding joints at the house corners in many instances have separated. The caulking at the batten/siding joints is missing or incomplete in many locations. The nails used to attach the siding to the exterior of the house were corroded. Numerous nail and screw heads were observed to be popping out of the gypsum board finishes at the interior of the house. Vertical cracks were observed at several of the corners of the octagonal portion of the house. Interior wall surfaces were not straight and true. Naticeable curves were observed at different sections of the interior walls. Roof: when viewed from the interior of the house, there are gaps between the exposed laminated roof beams of the octagonal roof framing and the gypsum board ceiling and wall finishes. The support conditions of the laminated wood beams are questionable due ta excessive vibrations observed when the beams were lightly struck. The design and construction of the roof framing at the octagonal area does not allow the free flow of air required to prevent condensation of moisture with3n the roof framing and insulation. This has lead to water problems in the winter. The intersection of the octagonal and rectangular roofs is framed in a haphazard, unconsidered method. Excessively long roof rafter spans are propped with miscellaneous pieces of lumber. There are gaps between the rafters and ridge beam resulting in uncertain connection conditions. The 5 poorly planned and constructed nature of this area of roof has resulted in an extra hip and valley at the west elevation of the house over the main entrance. At one observed location, a 2x12 rafter that framed between the laminated wood beams of the octagonal roof was attached with only one nail of undetermined size. Nailing of the sheathing to the rafters of the octagonal roof was haphazard and irregularly spaced. Humps were visible in the slopes of the octagonal roof from the exterior of the house. This was the apparent result of the method of framing the octagonal roof where the 2x12 rafters ran perpendicular to the direction of the slope where the placement of one end of the rafter higher than the other would result in visible humps in the roofing.~. In addition, some of the rafter tops had not been trimmed to match the pitch of the roof. The fascia edge of the roof was crooked with many misalignments. At several locations the facia was observed to be loose and moving in the wind. Rafter and roof truss extensions to provide support for the overhang were irregularly 2ocated with the result that for the space of several trusses and rafters, the roof overhang was not supported. Miscellaneous: The fireplace hearth was placed directly on the flakeboard floor sheathing, presenting a fire hazard, especially at exposed portions of the sheathing. The frame of the exterior door to the mudroom was loose from the wall framing. Several closet doors could not be closed due to wall misalignments. Cracks were observed around the fiberglass shower enclosure at the master bathroom. The spindles of the rail at the stair to the basement were loose. The top of the rail moved excessively. Ceiling finishes were observed to be uneven and moisture stained. 6 Differences Setween Plans and Construction: Masonry foundation at a majority of the perimeter of the basement 3nstead of the treated wood foundation shown on the plans. 2x12 wood joists were provided instead of the 16 in. floor trusses shown on the plans. An area of wood s3ding shown on the north side (Left Elevation) of the house was omitted, with concrete block remaining exposed after construction. The block wa12 has yellowish marks from the splashing during siding stain application. Instead of the cedar fascia and soffit shown on the drawings, prefabricated sheet metal items were substituted. No exterior waterproofing or membrane was shown on the or4ginal drawings. No raised hearth was provided for the fireplace as indicated on the plans. Utility entry points into the house are poorly executed with large gaps between service pipes and surrounding walls. Conclusion The Harvey Residence has significant distress in its slabs _ on grade, foundation walls, floor framing, wall framing and roof framing. The amount and extent of distress is unusual and reflect inadequate planning and construction. Certain conditions such as the cracks in foundation walls, and the poorly executed floor and roof framing represent serious structural problems. It is recommended that extensive repair or reconstruction be initiated in the near future. Proaosed Reconstruction Activities There are two approaches to the problems encounter at the Harvey Residence. One is a piecemeal, item by item repair program. This repair program would involve the following steps: 1. Excavate the perimeter of the house exposing the foundation walls. 2. Reinforce or replace existing cracked block foundation 7 walls. Replace deteriorating wood foundation walls with properly constructed concrete block walls. 3. Install drain tile with gravel surround at the perimeter of the foundation. 4. Waterproof the exterior of foundation walls. 5. Backfill with an approved, inspected backfill material. 6. Remove salvageable items such as cabinets from the interior of the house and store. 7. Remove roof, floor coverings, floor sheathing, interior and exterior wall finishes. 8. Remove cracked and settled areas of basement, garage and walk slabs. Remove steps at front entrance. 9. Reconstruct floors, walls and roof using acceptable framing methods and materials. Glue and nail plywood sheathing to floor joists. Provide a continuous tension tie around the perimeter of the octagonal roof. Allow for venting of the octagonal roof. 10. Reconstruct concrete slabs and walks. 11. Install new interior and exterior wall finishes. Install new interior floor and ceiling finishes. 12. Reinstall stored salvageable items. it can readily be seen that the repair program described above is probably as extensive and possibly more expensive than building an entirely new house. Further, given the extent of problems observed in this preliminary inspection, it is likely that additional defects in planning and construction will be encountered during the repair process, necessitating even more repairs and expense. However, in order to restore the home to its proper structural capacity and value we recoramend as a minimum that the existing structure be dismantled, salvaging appropriate items, and reconstructed properly in its entirety. An alternative solution is to totally demolish the existing structure and construct the home in a proper manner. In our experience this solution is frequently more ecanomical and will result in a house of a known quality and value. 8 This report contains observations made during an on-site investigation of the Harvey Residence and subsequent analysis of the problems observed. Due to the preliminary and limited nature of the investigation, additional distress to that descr3bed above may be encountered in the future. ENCOMPASS INC. Neal J. R ko' , Project Engineer ate Howard Noziska, Profes onal Engineer Date 9 , , . , I % ~ ~ i -~F= f i ~ i i ~ ~ Faqt'~' 3a . ~ 2006 RESIDENTIAL PLUMBING PeRnnir aPPUCarioN CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55722 651-675-5675 Please complete for modifications to existing residential dwellings. Date t / Cl Site Street Address 3~ 3 Z ~~ti/ Pr ~IJG /7 vP Unit # PropertyOwner 4- Telephone# (~05~) (~~~-9~rt1 Contractor 62U/ h Telephone # ( ) Address City State Zip The Applicant is: xOwner _ Contractor _Other Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Alterations to existing dwelling $ 50.00 _ Add plumbing flxtures. This fee includes installation of a water softener and/or water heater at the same time. lf you are installing onlv a water softener and/or water heater, do not complete this section; move to the next section and check the appliance(s) you are installing. _Septic System Abandonment _Water Turnaround (add $130.00 if a 5/8" meter is.required) Other: Water Softener Water Heater $ 15.00 _ new _ replacement Y 2w~,P Lawn Irrigation _RPZ YIPVB _new _repair _rebuild $ 30.00 State Surcharge $ .50 Total $ I hereby apply for a Residential Plumbing 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 plumbing codes; that I. understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is requ' d to be reviewed nd approved. ~ rc~4e ~ ,-c{s / /,L ApplicanPs Printed Name Appf Ys Signature -1 Li 8 2007 RESIDENTIAL BUILDING rExNUT arrLicnTioN City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 4 651-675-5675 FAX # 651-675-5694 New ConsWCtion Reauirements RemodeUReoair Reouirements Office Use OnN 3 registered sita surveys showing sq. ft of lot, sq. R of house; and all roofed areas 2 copies of plan showing foofings, beams, jois6 Cert of Suney Recd _Y _ N (20%maximumbtcoverageallowad) isetofEnergyCalcuiationsforheatedaddifions SoilsRepod _Y _N 1 Soils Report if proposetl building is to 6e placed on distufbed soil 1 site survey for additions & decks Tree Pres Plan Recd Y_ N, 2 copies of plan showing beam & window sizes; poured found design, etc. Addition - indicate if on-sde septic system Tree Pres Required Y_ N 1 set of Energy CalculaUons On-site Septic Sys[em _._Y _ N 3 copies of Tree Preservation Plan if Wt plattetl after 711/93 Rim Joist Oefail Options selection sheet (buildings with 3 or less uniis) Minnegasco mechanical venGlation form Plans are considered ublic information unless ou state the are trade secret and the reason. Da[e q l7 l Z0 , 7 Constructian Cost L?"o 0 Site Address -7 g 3 L t2- j v-+--V ey., A- y--e- UnitlSte # ~ S!Z Z Description of Work Multi-FamilyBldg _ Y ~N Fireplace(s) _ 0 1 _ Z Property Owner G`~'~~ f r r-Zc9 Telephone ) Contractor " A~I CO yJ (1 f-c~- ~ ( Ci-~ Address I0`7 L10 Gvvtt~~~~ = 50• City f3/_0 ~os... State ~/]tz Zip 5-5-y2-0 Telephone # (Cj~) Y5~i7 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . Residential Ventila6on Category t Worksheet • New Energy Code Worksheet (J submissian rype) Submitted Submitted • Energy Envelope Calculations Submitted In the last 12 months, has ihe City of Eagan issued a permiT for a similar plan based on a master plan? _ Y _ N If yes, date and address of master plan: Licensed Plumber Telephone ) Mechanical Contractor Telephone # ( ) Sewer/WaterContractor 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. Applicant's Printed Name A plicant's Signature $c~ / (7,0 DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 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-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebolpergola) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvoes ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building" ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement "Demolition (Entire Bltlg) - Give PCA handout to applicant D@SCfiptiOn: Water Damage _ Yes Valuation Occupancy MCES System Plan Review 100% or 25% Code Edition Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ FooYings (new bldg) Sheetrock _ Footings(deck) FinaUC.O. _ Footings (addition) FinaUNo C.O. Foundation HVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool Ftgs Air/Gas Tests Final _ Framing _ Sid'mg _ Stucco Lath _ Stone Lath _Brick _ Fireplace _ R.I. _ Au Test _ Final _ Windows _ Insulation _ Retauilng Wall Approved By: , 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 ~ 1'~ . ~ . . ' . . ~ . . . . . . . ~ . . , ~ ~ . . ;i ~ ~ t, i~ , ' f ~ / { E ,_,,,i' l ~ 1,~_.J ; r~~ ; ~ ~ ` ~ ,`l~ `T ~ l ~ ~ , ~ ~ ~ ~ ~ - r~ f ~ ~ , _ _ ~ ~ u / I ; •r 1 / : ' ~ ~ _ / r ~ . ~ \ ~ , ~ i~ l I ~ - ~a r ~ ~ % ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ j ~ ; ~ ~ ~ ~ ~ ~ ; r ~ i" ~ ~ { ~ ~ i ~ , ~ ; ~ - ~ ~ ~ ; , ~ .r , , ~.f` l ~ l..~,~ c t ~ ~ ~ ~ ~ ~ ~ ~ ~ , f ~ i' -,+n / . , t' _ ~ 1 j ~ ~1 , ~ _ k , ~ ; ~ / ~ % i ~ 0°$.27 ' ~ ~ / t ~ ~ ~ ~ ~ i~ ~ t ~ r' i ~ ~ ~ ~ ~ , / r f ~ . . ~ . ~~~i / . / - . . . . . . ~ ~ , . . . . ; ~ % / ~ J ; , . ' i~ o ; ~ ~ ; ~ ~ ~ ~ ~ i / ; ; i i ~ ~ : i t ~ , / 1 , ! , 3~, ; f I ; ~ , ~ \ / ~ ~ , ~ , \ j . p~ ! , : ; . ~ J ~e I ~.j ~ I , N ~ i ; ~ i ~1 , _ ~ , i~~. ~,~~e ~ + ~ ~ ~ , ~ j ~ i t ~ ~ ~ ~ ~ ~ o } ' . . ~ . ~ . . . . . . 'S. ~t ~ o ~ . ~ ~ i F~° ~i ~ ; , , , . _ , _ ; . e \ ~ , , ~ ` ~ ~ i ~ `ti i ~b ~ ' ~ ~ ~ n ~ ~ . . ~ . . . . ~ t ~ , - , , , ~ ~ ~ y ~ - ~ r ~5 ` ~ ~ ~ : 'l~ i'' ; ~ ~ - ` , ' i . . t~ ! 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C 2 .EA , Rood K y1 SrS simmonsinsommosismis 4 10 1 00 1 . 00010 1k.' 41•414"14116 (tif 10 044 PERMIT City of Eagan Permit Type:Building Permit Number:EA121171 Date Issued:03/18/2014 Permit Category:ePermit Site Address: 3832 Riverton Ave Lot:1 Block: 3 Addition: Blackhawk Oaks PID:10-14387-03-010 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - 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 by law in ALL single family homes . Angie Olson 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 - Michael J Eastling 3832 Riverton Ave Eagan MN 55122 (612) 221-6229 Reroof America 10740 Lyndale Ave S Suite 10W Bloomington MN 55420 (952) 888-8440 Applicant/Permitee: Signature Issued By: Signature RESIDENT / OWNER Name: nn f�id r Phone: Address / City /Zip:3 i \4e / / 55 (a e9---__ CONTRACTOR Dan Wohlers Southside Htg. 6950 W. 146 St., #106 Apple Valley, MN 55124 (952) 431 -7099 License #:A t_-l- 05 & A/C state: Zip: c — ......a Person: MAI te, TYPE OF WORK PERMIT TYPE New ✓ e Additional Alteration Demolition DescrOdan Lk) RESIDENTIAL Fyrnace COMMERCIAL New Construction Interior Improvement Install Piping Processed ✓ Air Conditioner Gas _ Exterior HVAC Unit Air Exchanger Pump Under / Above ground Tank ( Install /,_ Remove) _ ** When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector _ Heat Other RESIDENTIAL FEES: $50.50 Minimum Add -on _ or alteration to an existing unit (includes $.50 State Surcharge) out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ 50. So TOTAL FEE $90.50 Fire repair (replace burned COMMERCIAL FEES: $70.50 Underground tank $50.50 Minimum (includes installation /removal OR State Surcharge) surcharge is $.50. increases by $.50 for each - $2,000 Permit Fee requires a $1.00 surcharge). Contract Value $ x 1% = $ Permit Fee - If Permit Fee is less than $1,000, = $ State Surcharge - If Permit Fee is > $1,000, surcharge $1,000 Permit Fee (i.e. a $1,001 $ TOTAL FEE 4,01. Cry of Eaaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 x Chad_ Qohk -e.rs Applicant's Printed Name Applicant's Signature Permit #: Permit Fee: Date Received: Staff: Q/ 3 L1 G ee, 2009 MECHANICAL PERMIT APPLICATION Date: CD Site Address: ( N ,\ \ of\ Tenant: Suite #: 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. PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA145336 Date Issued:09/06/2017 Permit Category:ePermit Site Address: 3832 Riverton Ave Lot:1 Block: 3 Addition: Blackhawk Oaks PID:10-14387-03-010 Use: Description: Sub Type:Residential Work Type:Alteration Description:Fixtures 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. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael J Eastling 3832 Riverton Ave Eagan MN 55122 (612) 221-6229 Bruckmueller Plumbing Inc 3992 Pennsylvania Ave Eagan MN 55123 (651) 686-6696 Applicant/Permitee: Signature Issued By: Signature . , a A I—For Office Use ,t L' : EAGAN ' I / '0 '`C Permit Fee: 0 ��// --- RECErv1 --: Date Received: 7 1-/, 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 J U L 0 9 :L U 19 Staff: buildinginspectionsc cityofeagan.com 2019 RESIDENTIAL BUILDING PERMIT � PPL ICATION : Date: '2- 9- / aSite Address: 3?3 lc ' .�,. Unit#: • r` fiii, - a � - baaName: Pi lK ct 5 IPhone: Resnt/ Owner Address/City/Zip: 31 3 I L'✓�o�, ra, ?)c Owner Contractor 4.-I ! ct dw1\4ki, fbut ( Pe 100-55T e of W Description of work: REP G �e 1 5 P- �it Orz q Type Work dm y pig K 6. 4 eef 4 I-4 r 4ed Construction Cost: 00 �� Multi-Family Building: (Yes /No X ) Company: Contact: Contractor Address: City: State: Zip: Phone: Email: License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: tv,LI dogs d y/ AP/4r , ?c - I Y 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: Fire Suppression Contractor: Phone: NOTE;Pints and supporting documents that you submit are considered to be pubic information. Portions of the hdorreatlon maybe classified art non-1,410k lfryouprovide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. 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.aonherstateonecall.org 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 approv f I- s. X /Lllcyge/ .s c., lf . 1 x Applicant's Printed Name Applic.11 Signature 3E-3D -t i VE-140 lel A V& - / ‘&q DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) it Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi — Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex Lower Level Pool Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION a, Valuation 5av- Occupancy MCES System Plan Review Code Edition SAC Units (25% 100%_) ---0Zoning City Water Census Code ,/3y Stories Booster Pump #of Units / Square Feet PRV #of Buildings / Length Fire Suppression Required Type of Construction213— Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) a Final/No C.O. Required Foundation Foundation Before Backfill HVAC Service Test Gas Line Air Test Hood Roof: Ice 8yWater Final Pool: Footings Air/Gas Tests Final 4 Framing V30 Minutes 1 Hour Drain Tile Fireplace: Rough In Air Test Final Siding: Stucco Lath Stone Lath Brick EFIS Insulation 4 Windows Sheathing Retaining Wall: Footings Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: 'i - , Building Inspector " 1 RESIDENTIAL FEES •/ Base Fee /$11. Surcharge �,f Plan Review 1114 MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3