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4468 Slater Rd CiTY Of EAGAN 7.~~4 . , !7!S ~Nof Knaio Road Eegen, MN SS122 ~ t~ • PHONEs 4b4-8100 / r-l ' BUILDING PERMIT Rece~pt # Te 6~ wed for 1/2 DUFi.E:{ ~ G~'.IC Est.voiue $49,000 Dote ~.pr.il 29 ~q S3 4468 Slater P.nad (B) R-~3 Site Addrcss E?ect Occuponq ~ Lor Z Block 3 Cinnamon Ridge 3rd qlter p Zoning ~'1 Parcel ~jt 10 17402 02V 03 Repoir Q Fire Zone ~ Enlarpe ? TYPa oF Const. V oc Name 2achma liomes, Inc. ~e W ~ SfOf18S ~ Ilddreas 7760 2 itehell Rosd pe??wlish ? Length 24 G Eden Prair e p~~ 937-9520 Grode ? Depth 42 Sq. Ft. ~ Nama ~~r Approvals Fees ' o o~ Address Assessment Permit - • P~~ Woter 3 5ew. Surcharge 24 . SO F Police Plcn check 139 . 04 ~ W Name Fire SAC 52S . OO FW ~ x~ /~ddress Eny. Water Conr~+ u ~ W C~ p~~ Planner Woter Mete~ ' Council Road Unit 1 hereby acknowledge thct I have reod this opplitation and state that g~dy. Off. the inlormafion is correct and ogree to tomply with oll applicoble State of Minrxsoto Statutes and City of Eogan Ordina~ces. A~ Totol 5iprwturo of Pertnictee ac an omes, nc. A Bulldiny Permit Is issued to: on the express condition fhn+ all work shall be done in occordonce wlth all opplicable Stnte of,[~dtnne~ota Statutes and City of Eoflen ~rdinances. Buildirq Officiol ~ ~ .~`°~,~j°•+~~~~`'~~P.c~~"~'~'~'~~~„~~..o~"'"''~o.~,~>~ ~~,~f"~,~~,.~+~:.,~~~~~' ~'~?'1r~' ~ ~ `~ni" C' ~e? ~P .nr ~J~ , , • ' ' , ~ ; ~ 1~. ~4Yt "t" .-'Y:~T l .~5~'`''~5_ .=.'L S '~'i"~' T~:.C'Si`C y^T . rC" ' :..a,i`~'`'~ 1 . ~ ~ _ _ - ~s~~"S~~'~,'~~r~=~ o: =,.Ta..' iti'•:~~ ~ f.7 V I C~pr#if~rttt~ ~f (~rr~~ttnr~ ~ i { ~ ~ ~itp of ~agart ~ ~ a ~ ~r~rtt~#ntritt ~f ~uildittg ,~tt~~p~rtiun , ~ ~ { ~ ~ ,n ~ . Tbis Corti ficatt ittxcd puratrant to tbc rcguiremcntJ of Sution 306 o f tfx Ura~orm &aldi~g ~ i;~ Codt urti f ying that at tix tinu o f ilttia~a tbir rtructurc wal in com plianu with tbc varioru ~ ' t~ ordi~rance.r o f tix Citr rtgulating building coRrt~uction or ust. For tix f ollowing: ir 1~ ; ; , J~~~=: 1/2 DIIPLEX & GAR 7964 ~ v,.arrsnna. Blaa.rima~No. • i ~I~ \ r~ Oowr~ocx ~Yr~ ~_'bw cmu.~r~m V Fin ~an. NA y~ obuue PD RI ~d~aZachman Homes, Inc ~7760 Mitchell Rd.,Eden Prai'r / ~`s ~~4468 Slater Road ~~rLot 2,Block 3,Cinnamon Ridge~ ~ ~ ~ 3rd ~ ~ - ~ < ` 6~ e~~orr~ ~v~ nu.. July 29, 1983 i ~ ~ , ' ~ ~ ~ i`~i.~~.~ :'_.s1.±= = °-'iat~:,~~k 5;..b:w si i~ti~ ~.y3s.~a:.a. _ ~bzs'- `~l_~.~ ~_a~_~ ~ ~ . f,,. ' - t .f a~ ~1~•~~~ ~ ~ - _ s, ~ ~v y:'~~'~'~ ~ ~ "~'~~,d~~f°'°~-,~-~~~~'°YaY A? , - - , ~ , - . ~ ~ ~ ~ ~ , , ~ , " . . Receipt ' pWMBING PERMIT Permit No. ` CITY~fJF EAGAN Fee Fill in numbered spaces S/C Type or P~int legib/y , . Tot. 1. Date J 2. Installation Cost ~ ~ - - , r,~` 3. Job Address Lot Blk. ~ Tract t 4. Owner ' ~ 5. Contractor j~ ' e ' ' ~ - ~ ~ 6. Address " ~ ' . ~ • 7. City • ~ ~ State Zip 8. Building Type: Reside~tia Co cial ? itutional O 9. Work Description: New Q A ? Alter O pair ? 10. Describe 11. No. Fixtures No. Fixtures - - Water Clos Cesspcol/prainfield ' 8atfi tu Septic Tank Lavatory Softner 1 ShOVYBf We~~ Kitchen Si~k Urinal/Bidet Other Laundry Tray ~ Floor Drains Drinking Ftn. \ Slop Sink v ' Gas Piping Outlets 12. I hereby certify that the above i,~formation is true and correct, and I agree to comply with alt ordinances and codes governing this type of work. Signed : for Rough F inal Inspections: Oate Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 Receipt ! ' ' MECHANICAL PERMIT Permit No. ~ ~ - CITY OF EAGAN F~ _ 1 ' Fill in numbered spaces S/C Type or Print legib/y Tot. 1. Date E-~°' 2. Insial{ation Cost ' : " 3. JobAddress S~~-t`°~ ~~~•Lot ~ Blk. ~ Tract K 4 ~ 4. Qwner ._:_',:.:..,~.ii ti??,t~i 5. Contractor '+~~iT~~~i ?~"1~ C~_' phone ~2~-E~L7 6. Address fi.ii3 % C~1~C::~ ._V"c:. 7. City "l~• State ' - • Zip 8. Building Type: Residential ~ Commercial ? Institutional ~ 9. Work Description: New L] Add ? Alter ? Repair ? 10. Describeln::Gr.?1 yorG.^,d ~;,ir t2e:~,z'1^FuelType ~~~L~ i~~s 11. No. E~-~uinment STU - M. Ea. N~. Enuiament CFM ~ Forced Air ~;Q~Qp~ Air Handling: Mfg. Boilers Mech. Exhaust Mfg, Unit Heater Mfg. Other Air Cond, Mtg, ~ Gas, Piping Outleu 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : for Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 434-8100 ~i, ~ Receipt r'" PLUMBING PERMIT PermitNo. CITY OF EAGAN _ Fee Fill in numbered spaces S/C ~ Type or Prrnt legibty Tot. v 1. Date 1- 2, Mstallation Cost Cinnar.:en 3. Job Address Slater Rd - Lot z Ik. ' Tract i<fd$e 3rd ~ 4. Owner '~c an ??omes Inc . 'tar e Plumbing '+3:, -R?~~ 57G1 5. Contractor Phone 6. Address ~~~'-green ~'~ve. :io 7. CitY ~~~li~;a 'r State ~i9 Zip 55082 8. Building Type: Residential ommercial ? Ins ional ? r 9. Work Description: New :Q d? Alter ? R ir 10. Describe 11. No. Fixtures No, Fixtures Water Closet Cesspool/Drainfield Bath tubs Septic Tank Lavatory Softner Shower Wel I Kitchen Sin Urinal/Bide Other Laundry T ay Floor Dr ins 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 ordinances and codes governing this type of work. Signed : for Rough Final Inspections: Date Insp. Dete Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 CITY OF EAG/~KN Remarks ~~c~~-~'/L~~~~~ -L~'3 Addition 3rd Lot~t- 2 Blk 3 Parcel lo i~an~ n~~ 03 wner Street 4468 Slater Fir~ad State ~gan• ~ 55122 ~D.~„~ Improvement Date Amount Annual Years Payment Receipt Date STREETSURF. C 1985 86~.6~ 173 52 STREET RESTOR. GRADING SAN SEW TRUNK 1973 ~C~{ 1lTK~ Or1 lI'Ldl 1 t SEWER LATERAL K 1985 621 , d3 124.21 5 -~8~+ WATERMAIN WATERLATERAL ~ 1985 529.12 105.82 5 529.12 C009462 9-7-84 WATER AREA 1973 'd w~d Or'1 1Tk~1 Services X 1985 337.60 67.52 5 337.60 C009462 9-7-84 STORM 5EW TRK 1973 ~ C~ L1I1C~ Orl i nal STORMSEWLAT 1985 941..86 188.37 5 941.86 C009462 9-7-84 CURB & GUTTER SIDEWALK STREET ~IGHT F~f~Cl l]111t WATER CONN. 4SO O 9UILDING PER. SAC PARK CITY OF EAGAN Remarks ~-~i-es~-~1's/~f ~ Addition Lot ~ 2 Bik 3 Parcel 10 17402 021 03 own strees 4470 Slates R[>ad state ~~J~. 1`'~1 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN 5EW TRUNK 1 73 SEWER LATERAL q_~l , q~ ~ 1943.69 C - - WATERMAIN WATER LATERAL 1~ 1985 WATER AREA ' a~ Services x 1985 - ~ STaRM 5EW TRK S70FM 5EW LAT r 1985 ~ CURB & GUTTER SIDEWALK STREET LIGHT R~AD UNIT 250.00 35536 4-29-83 WATER CONN. 45~.0~ ~UILDING PER. #~]96L~ sAC 525.00 PARK GTY OF EAGAN Remarks Addition CINNAMON RIDGE 3RD ADDN ~ot 2 Blk 3 Parce~ 10-17402-020-03 Owner Street 4468 ~ 4470 SLATER ROAD state EAGAN MN 55122 ~u~.~i .9r t~ ~~S"/~,L- °/~l~ Improvement Date Amount Annua( Years Paymenr Receipt Date STREET SURF. STREET REST4R. GRADING 5AN SEW TRUNK Q 1973 102 . 22 6.81 15 .31 A0125b8 8-4-83 SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA 1973 131. 44 8. ~6 15 -83 STORM SEW TRK 1979 381. 69 19. 08 20 286.29 A012568 $-4-83 STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT R 0 QO - WATER CONN. OO.OO „ ~UILDIMG PER. SAC n tt PARK CASH RECEIPT CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE tg rtecciveo FRdA annourvr $ I % , ~ ~ DOLLARS +oo e~ / l ' ^ . EASH ..Q CHECK FOR ~ ~ ~ ~ ~ ' ~ FVNO CODE AMOUNT Thank You ~ ~il • / ' BY YVhite-Payero Copy Yellow-Posting Copy Pink-File CopV ~ , _ _ _ ~ cirr oF ~?c,~?N ~ ~795 Nlet Kno` Road Eogan, MN Ssl?.! ~ ~ ~ ~ ' PNONEs 454-8100 . BUILDING PERMIT Recelpt # -r , . To b~ wea fo~ 1/2 DUPLEX & GE'u't Est. Volue gjQ,QQQ Date ,A.z,~1 ~A , 19$.,~_ Slte Addrcss 4470 Slater Road (IL) Erect ~ Occuponcy Lor 2 Biock~_ Sec/Sub~innamon RidQe 3rd Alrer ? Zonin~ ~.pn~ R-1 Porcel ~k 10 17402 020 03 Repair ? Flre Zone N.R_ e~~a.~ ? Type of Const. y W Np~ 7.arhmnn Finmawr Tnr _ Move ? # Stories ~ ~fe~ 7760 21itChell Road Demolish ? Length~L~_ I:;cien Prairie p},~ 937-9520 Grode ? Depth 1~2-_Sq. Ft. Approrals Fees a Nome Q~er ou ~fe~ Assessment Permit ~~3. QO V~ ~ Ci Phone Water & Sew. Surchnr~e ~ nn- Polite Plon. check~~~.~~~n F W Nnme Fire SAG 5?~T Addross Enfl. Water Conr(~§~_ ~W Ci pF~ Plonner Water Meter~a L10 Council Rood Unit ~.Q~.~¢_ 1 hereby acknowledge that 1 hove reod this applicotion ond stote thot Bldy. Off. the informotion ls correct and ogree to tomply with oll opplicable Stote of Minnesota Statutes and City of Eagan Ordi~onces. APC TOT°~ ~7 ~+T~9 Slqnoture of Permittee /1 Buflding Permit ~s issued to: ~act~man I>ot*~es, ZnC . on the express condlt{on t1,~i oll work shall be done in occordonce with all eppliwble State of AAi~nesotu Statutes or+d City of Eaqon Ordinances. Buildinp Official x _ ~ Raceipt ` ' ~ PLUMBING PERMIT Parmit No. ~ ~ % C17'~ OF EAGAN Fee - fill in numbered spaces S/C Type or Print legib/y Tot - 1. Date ~ 2. Installation Cost _ - • ; ~ 3. Job Address Lot ~ Blk. - Tract / 4. Owner - r - ~ I - ~ l /Z~~- . 5. Contractor , ~ Phone - , - 6. Address ' ~ 7. City State 2ip 8. Building Type: Residentia4 ~J Commercial ? Institutional O 9. Work Description: New LI Add ? Alter ? Repair ? 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 ordinances and codes governing this type of work. Signed : for Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 Receipt = ~ ~ MECHANICAL PERMIT Permit No. ~ ~ CITY OF EAGAN . F~ ~~Ci:~ Fill in numbered spaces S/C . S(1 Type or Print legibly Tat. ~ s~ 1. Date 2. Installation Cost ~..flG(?.iJC• r, - ! ~ 3. Job Address .',~~,.''IO 8te1' ' . Lot ~ ~ Blk. - Tract - ~ r i. 4. Owner . , _y . _ 5. Contractor ~'•~`•.y :d. ~~,:.,T.: R!-("-_': i.-::: Phone ~'--'j~i~~? 6. Address ~ F ~'7 ~'_'.~.r ~ ``J _Je. 7. CitY • , State - ° • Zip 7 %~w'~~ 8. BuildingType: Residential ~ Commercial ? Institutional O 9. Work Description: New 0 Add ? Alter ? Repair ? 10. Describe L.` _.'C. Cer~i ;ai r . tr;-n;* Fuel TYPe ?d<,` 11. No. ~quioment 8TU - M. Ea. No, Equiament CFM Forced Air ~~.:,•':~C: Air Handling• Mfg. Boilers Mech. Exhaust Mfg. Unit Heater Mfg. Other Air Cond. Mfg. ' Gas, Piping Outlets 12. I hereby certify that the above information~is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : for r ~ Rough Final Inspections: Date Insp. Date Insp. This is your permit when numhered and approved. Approved CITY OF EAGAN 464$100 Reoeipt ~ n' PWMSING PERMIT Permit No. , CITY OF EAGAN ~ Fee ~ ' Fil1 in numbered spaces S/C ~ Type or Print l ibty a . ~ v Tot. ~ 1. Date'-~1~ 2, Installatio Cost ~ ii~ua~'o?1 3. JobAddress 4v7~) ~1._3cer i Lo ? Blk. Tract ~'•f~f`e 3rd 4. Owner ::aci~an ::e^~~~s , nc . 5. Contractor ":ar ue Plu,nbi Phone !+Z~-57~,i 6. Address '-~%"7 Oa1tRL'ec~ .`_ve . ::o . 7. City Still ater State Zip ~ 8, Building Type: Reside ti ~ Commercial ? Institutional ~ 9, Work Description: Ne Add O Alter O Repair ? 10. Describe 11. No. Fixture No. Fixtures Water loset C~spool/Drainfield Bath tubs Septic Tank Lavatory Softner Shower yye~ ~ Kitchen Sink Urinal/Bidet Other Laundry Tray i 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 ordinances and codes governing this type of work. Signed : for Rough Final Inspections: Date Insp. Date Insp. This is your pe~mit when numhered and approved. Approved CITY OF EAGAN 454-8100 ~ ~ J ~ ~1~ 1,. CITY OF EAGAN SEVIIER SERVICE PERMIT ~7~~ ~ !:nab Raod PERMIT NO.: ' Eagan, MN SS1~2 DATE: ` ' ' ZoninO: ' ~ u~I ef: Owner: ~ ~ Na. of Units: i.~c.r-~~;; ~'rJ,~, :C Address: Site Address: =i ~ z G'I 3c~ 1? "j._ ,rr E' ZT i . Plumber: ~ _ f , , - . . ;l (1 l ' Jc'; ~r,r~~c, t:) 1 e9~ M comPly wtlh tl~e Ciry of EaBa~ Connection Charge: . Ordinenoss. - ' Accourrt Deposit: B $u hnrp ee: - F _ L y Misc. Charges: ~ • • Date of Insp.: ' Total: Insp.: Date Peid: CfTY QF EAGAN 37SS .~i1ai .!(eob Reod wATER SERVICE PE~T EO~~. MN 56122 PERMIT NO.: Zoning; • _ DATE: ~ r~ ~ No. of Units: , . , „ ss: - Sife A~ress: , ~ ~ P?umber: 1~~~ r ~r, ~ - ~Mr No.. c . - . ~ _ r . Stze: ' ` - ConnecNon CF~o~g~: Reoder No.: Account De ,r~ Posit: ~ a9~es fa ~p~y w~ the Ci Permit Fee: ~dinoaess, h' °f ~9an Surchnrge; . ~ 'r~ B Chorges: Y 7ora1; ' ~are of Insp.: Dote P• oid: ~nsp„ z k i . I ~ • . ~.'S - f fi • . ~ - - , . - . _ . - ~ ~ ^ ~ , x ~ _ ~ I A- f 5, ~ q ~li 4~- { , . . ~ ~ [ ~1 y'~ ~1° , ~ ~y r ~ ~ , ~ . . a . ~ ,.T ~ ~ ~ 5 . ~ J } ~ . . _ ;F~.~~ta~;i ~ ~i ~ A`,,~~ :f~ i . . i i . . . _ :edd~~'.~s`~' ThisreQUestvoid ~p-~~ La, D'3, CL ^1~ ~.d~ ~ca 3tp~ Zq 18 munth~ (rom `~'~064~54 7s,c~G fleques[ Da~e Fire No. Fnuuh-in Insuec~ion I.. He~uiretl? ~Ready Now~ W~li No~ify InsPec- ~~es ?Nn rorWhen=eady ~Licensed Electn al Conlractor I hereby reQUast inspaction o1 ebove ? Owner electrical wark ins~alled a~: Street Address. Box or Route No. Citv ,L ~ ~I ~ SC;AT~R ~6p} ection o. Township Nome or No. ange No. Coun y 0 Oc upantlPRINT) Phone o. H N ~ o ~c - S Pawer SupDlier AAtl s ~ L C'~-P lL ~ ,.r G r Eleclricel Connactor ICOmpany Name) Cnn[ractor's License No. ~ n1 ~ ~ ~ MailinB1 Address (ConVactor or Owner e ng Instailatio .J IJ E INr?~h Ovt n~~- 5~~.3x Au ized S gn tur IC actor/Owner Making Inst Ilation) Phone Number ~ 2511,~ MINNESOTA pTE BOAND OF ELECTRICITY THIS INSPECTION PEQUEST WILL NOT Griges-Midwey Bldg. - Room N•791 BE ACCEPTED BY THE STqTE BOAND MN 55104 UNLESS PROPE0. INSPECTION FEE IS 182t Univerai[y Ave., St. Paul, ENCLOSED. REQUEST fOR ELECTRICAL INSPECTION EB-OOWl-O4 ' Sae inetructio~s tor comDleting this form on beck ot yellow copy. ~ " X'" Belo r o er d by This Request ~(p ~ Z AA~ Hep. TYpe of BuiltlinA APn~iancns Wfred Equiumant Wire3 Home Range Temporary Service Duplex Water Heater Lightiny Fixtures Apt. Building Dryer Electric Heatin Commercial 81dg. Furnace Silo Unloader Industrial BIAg. Air Conditioner Bulk Milk Tdnk Farm o~nar oeci v ~ne, Isucdfv) t er ueuty ther Otho~ Compute lnspection Fee Below k Fee ServiceEntrenceSize d Fea Feaders~Subfaeders H Fee Circuits ~j'J.J~ 0 to 200 qm s 0 ro 30 Am s s 0 to 30 Amt~s Above 200 Am~xs 31 to 100 Amps 37 to lU0 A s Swimmin Pool Abave 100_Am s A6ove 100_Am s Transtormers ~rrigation Booms Partial.~Other Fee Signs Special Inspection e~ 5~5. ro F~F V R ema rks tl`,{r,q Y1 J n w. v Pough-in I,tha Elactricel ~3~ nsoector, neroby certify that the above Final Date 'nsoection hes baen , ade. a T~In reeuwst voltl 1B moMhs ifom CITY OF EAGAN ~T - ~ ' 9795 Pilot Knob Raed Eegon, MN SSl'11' jr~ 7964 PHONEs 4S1-8f00 BUILDI~FIG PERMIT Receipf # ~~~1 To bs u~ad for 1/2 DUPLEX &.GAR ~.ya~~ $49~000 pO1e April 29 _ ~q 83 Site Addreu 4468 Slater Road ~B) Erect }[g Occupancy R-3 Lor Z BI«k 3 Sec/Sub. Cinnamon Ridge 3rd Alrer ? Zontng CPD) R-1 '~a~~ # 10 17402 020 03 Repotr Q Fire Zone NA Eninroe p TvPe of Contt. V a Nome ZBChman Homes, Inc. Move ? # Stories ~ Address ~~60 Mitchell Road pe,,,o~;~ p Length 24 Eden Prairie p~,o„~ 937-9520 Grade ? ~epth 4z Sq. Ft.- °C Name OG'n~r Approral~ Feea O O~ Address Assessment Pertnit z~$•0~ ~ P~~ Water &$ew. Surcharge z4. eolice Plan check 139.00 Ww Nome SAC 525.00 Fire x-~Z, Address Enp. Water Conn(iSS~Q.O~ ~ W ~ ph~ Planner Water Meter 60. 00 Council Road Unif 250•~~ 1 hereby ackrwwledge thot I have read fhis apPlicotion ond state that g~dg. Oft. the informafion Is correct and ugree to wmply with oll opplicoble AP~ T~a~ ]_72(.$Q $tote of Minnewta $tatutes and City af Eogan Ordinonces. ~ Siprwture of PermiMea ac an Homes, Inc~ A Building Permit is issued to: on the axpress corditlan ~hn~ oll work sholl be done in accordnnce wlth o~!/ p0~~ ble ~ of ' wosofa Statutes and City o4 Eopan Ordinances. Bulldirq Officiol C~~~~p; , _ . . . _ _ _ _ . . 1.. ~~1~~ CITY OF EACia^I Inciuce 2 s2ts of pls-~s, 1 site p1~z w/e2eva'-_cns & ~ BUIL,DI~G PERMIT APPLICATI 1 set of er.ergy calcula;-icn.s. 1 pue~sc~ `~-CocxY- . Zb Be Gsed For Valuati n Date Site r~dxess: OFFTCE US'~' G~.Y Lot ~~lock 5ec./Sub. Erect .Occupancy ~ Parcel I D ~~l D Z ~ Z C~ O~ ~ter Zonir.g ~Q/~ . . Repair Fire Zor~ ~ O.mer-zachman Homes, Inc. Enlarge _ 7.'ype of Const. ' bS~ve Stories' Fidress: 776a Mitchell xd. Del;nlish Front o~ ft. City/Zin COGZC Eden Prairie, ru,. 55344 Grade Depth ft.` Phone s: 937-9520 APPRDVALS F~S Contractor: same as above . Assessments Pe~~it ,,,L`~~I Pddress: Water/Se~.er Surcnage ~ y 6~- Polioe Plan C:~~cJc Gity/Zio Code: Fire SAC ° ~ ~t~- Phone ~J• Water Conn.' ~6'~ Planr.er ~9ater ~~eter (s~'j-j Arch./Fng.: same as above Council Fk~ad Crti.t Bldg. Off. F~.'dress: APC Cit~,+/Zio Coc3e: Phone Rt7PAL ~ ~ - CITY OF EAGAN ~7 ~J96S } ' 3795 Pllsf Keob Rood Eegan, MN SS122 lr O PHONL: OS~-8700 BUILDING PERMIT Receipt g ~J~3~~(~ Te M wad Mr 1/2 DUPLEX & GAR Est. Value $50~000 pa~e April 29 _ ~q83 Site Address 4470 Slater Road ~E1) Erect Occuponcy R-3 Lot 2 Block 3 See/SubCinnamon Ridge 3rd ~iter ? Zon~nq (PD) R-1 Parcel # 10 17402 020 03 Repoir ? Fire Zone NA Enlorge ? Type of Const. V W Na,,,e Zachman Homes. Inc. p # 5rories ~Z 7760 Mitchell Road Address Demolish ? Length 24 Eden Prairie P~ 937-9520 Gmde ? DePth 4z Sq. Ft.- ~ Nome Owner ADD~ovals Faes 0 o~ Addreu Assessment Permit 2$3.00 u~ Af Phone Water 8 Sew. Surcharge 25. ~0 Police Plon check 141. 50 Gw Nome Fire SAC 525.00 ~Z Address Enp. Water Conrfi 5(1 - f1(1 i"' Ci Phone Plonner Water Meter 60.00 ~ Council Road Unit 250.00 1 hereby acknowledge that I hove reod this opplicorion ond state that Bldg. Off. the intormation is to~rett ond agree to wmply with all oppiicable APC Totol S1744_ 5(1 ~ Stofe of Minnewta Statutes and City of Eogon OrdiraMes. Signofure o( Permittee A Building Perm~r is iss~,ed to: Zachman Homes, nC. on the ezpmu condition tha~ all work shall be done in occordarxe wi/th~/o/11 a limb are of Min eaoM Statutes ond Ciry oi Eogan Ordinances. Buildinp OfHCiol ~ ~ .``...e~ ' ~ ' . ~._n CZTY ~F E?C~N Include 2 sets of plans, ~ 1 site plan w/elevations & ~i. ~ 1~,~ BUILDI\G PE~^1LT PP°LICATION 1 set oi energy calculations. 1~ ~l G .c-- .or7~ - Zb Be IIsed For lua 'o Date Sit~e, P~d~dr~ess: ~L • OFFZCE USE O^ILY ~ Lot.6( J Sloccc Sec. /Sub. ~ Erect ~G Occupancy Parcel r D l~4 D~- L~ Zo p~ Alter Zoning - _ Repair Fire Zor.e Owner: ti C Enlarge _ 7ype of Const. Nbve r Stories Pu'dres : ~7 ,Deirolish Front ~ ft_ City/2ip Code: Grade Depth ft. Phone - ~J ~ C7 APPROVALS FEES . Contrac~r: _ Assessnents Pernut ~ g3 ~ Pddress- Water/Seca~r Surcnasge ~S~- ~ Polic~ Plan Check ~ City/Zip Codec Fire SAC ° ~ Phone ~3.. 4Jater Conn. ~ ~ Planr.er j4ater Meter GO ~ Arcn./Ehg.: Council Road Unit 2~ - Bldq. Off. F~dress: A.pC l 'a i ~ Cibf/2io Code: ~'AL~VIN H. HEDLUND ~726 MORCAN AVE. so. MINNEAPOLIS, MINN. 55423 ~ona Surveyer Cirll Ena{n~~r PHONE NO. 866-2523 ~/~~~0` fs G'ert~ ~cate A-454 JOB N0. d"455 SuRVEY FOR~ Zackunan Homea Inc. DESGRIBED AS~ ~t 2, Block 3, CINNAMON RIDGE, 3AID .~DDITEOHT?z~City of Eagan, Dakota County, Minnesota, and reserving easements of record. Norfhern 1Ja+ural Gas. Ca P;pef~rre SO. 00 N 48° 32' 35" E 924 0 ~ 927.2 - v; N - _ Top of Foundarlon • 930 • 33 r ! , Baxmenh floor• 930.33 ~ ( Gara9e F/oor =930•0~ I ~ I ~ Proposed Eleva~ions O ~ ~ ~ Exisl:n9 Elevaf%ons _ ~ ~ 3 Araineye D~recfion r ~ W/U W(U ~ N I 929•6 `~Z4. I ~ N DenofGS Lo! Co~ner O Z- r- z~-,,_ 24,-~~ N N ~ IRCHWO BEECHWD ~ ~ N~ N I ID~~STKS i N ir u ir N i ~p?(s~STAKES O~~C~O ~ IA GA T U AR I _ f ~ a~~ ~ L_:•'I .J! ~ N\ N I L.vi / ~ ~ 0-1 24-I ~ 2~. 1 ~ 924.6 ~ ~ I DR~vE DRIVE I L_ _ _ _ J ~ R25.5 ~ 25.5 ~ 7Z. N48°32'35"E 7.a1~36•34 ~~68 4470 a• 3°I6' S5" M ~ / 25.2 SLATER ROA~ 9Zg•2 ~ ~ 926.6 ~ERTIFICATE OF SURVEY I A~reby cerfify fhot on 3-16-g3 I ~~~~~y~d 1~~ p?op~rty dtscrie~d opov and fhot tha opo~~ plat is o corr~ct r~pr~~~nloti0n of sold wrv~y. Calrln N. H~Oiund. Minn. R~q. No. 5942 - CITY USE ONLY PERMIT ' ( V ~ RECEIPT DATE: 2001 ~I~~V1'~'I~la~ 14~~C#Ia~IYIC~Is~ ~P'~~flIT ~EP~I,IC~l.TIO~d CITY OF ~Rfi~k1V 3$SO PILOT KNOB RD ~1flAN LtN 5518E s51-s8x-as~5 Please complete for: ? single family dwellings D 15 ~°J ~ a~~ D townhomes and condos when permits are required for each unit APR 1 8 2002 Date: 'L~ - ~ 7`U o~ BY ~ SITE ADDRESS: y'y L~S X~J l RCi~ ' ~ OWNERNAME: TELEPHONE#: ~ ~J I.3~.3 INSTALLER NAME: ~ TELEPHONE -'~'~D _$3 ~3 STREETADDRESS: ~ 7 f~ ~ r~ I~~h ~~a ~ CITY: STATE: ZIP: U ~ Place a check mark next to the perntit work type Add-on, modification or alteration to existina dwelling unit $ 30.00 • furnace replacement • ir ex r • ir condition • other Nature of work: State Surchar e $ .50 Total $ .3C1-. ~CJ ~ NATURE ERMITTEE t/02 SUBTERRANEAN ENGINEERING INC. phoos SAB-8988 7415 WAY2ATA BLVD. MINNEAPOLIS, MINNESOTA 55428 oATe EARTH WORK OBSERVA710N REPORT /U ~ OBSERVED ~ Job Nam6,_ /NNAM07~ ~IDbE ~ Job No. -~3 EXCAVATION~ Job Loeation 7yr0_F~T ~/7D SL~775.~iPD. E/~69+? /!'~.V Lot Earthwork Biock ControctorfRHTl/7~o,vE EYCN?, Cl~ent ~AG~//N~1~1JNvn1ES P~,t Arrive Job,(L~~a~ Mlleage ~`L~L~'1rl~ FILL PLACEMENT: Total Devart Job •~`f5~ Travel Time ~ /~2 Ch Hg~ee8le Lot Z ~ J sio~k 3 .3~D Rt~va Lab. Time Total Hours .3 En9'? Plat On Job ~ Report Tima ~ Review Tlme Summery of Technical and /o? Englneerlna SQreiees pOff9ff~i0d IncWding Fie1d Teet Daia, Locatione, Elevatlons, and Deptha are estlmated. THE LIMITATION OF LIABILITY STATEMENTS ON THE REVERSE SIDE OF tNE COMPACTION QUALITY CONTROL TEST REPORT CONSTITUTE AN INTEGRAL PART HEREOF. 2 -3 }eet deap feet deep 1. Excavatlon la at N end , gradln9 to Z y V at -s end 9Zfo Elevation Elevatlon . 2. Slde Slopas are approx.: vert. (g 7/2 horiz.: 7vert. ? 1 horiz.: 1 vert. ? 2 horiz: 1 vert. ? tlatter than 2:1 ? other E 3. Conatrnctlon Staking fs: adequate J$ not avallable ? Incomplete ? X 4. Excavatlon la overslzed 3 feet outslde of building Iinea ~ 5. Excavation Is: dry ~ wet ? ' A Sa. Water is seeping Trom ~ 5b. Depth of water In excavatlon approx. A 5c. Dewatering is: necesaary ? not raqufred ? T 8• Excavatlon Is with : dragllne ? backhoe ? scraper ? dozei,~. ( 7. AN unsultable solls have bean axcavated• YES NO ? ~ ~a. faet of soil remains to ba removed. N S. Soll at excavation base is: Silty Clay ? Sandy Clay Clayey Slit ? Silty Sand ? Clayey Sand ? Clean Sand ? Other - 9. Z~a }eat of illl required to reach design subgrade. 10. Excavatlon is: Approved J~ Not Approved ~ for }ill placamant. 11. FIII Is O 5'/ i /!~l TR ItYDe o} So11) 17a. Imported f~ On-slte borrow ? 17b. Compactlon Is with aheepsfoot roller ? manual tampor ~ vibratory ~ F smooth drum rolle?~' self-Dropelled ? non-Wbratory ? ~ 12. Performed Z field density tests. See Compaction Quality Control L Test Heport No. //Z 7 L 13. feet o} flll remains to be plaead. 14. Density tests meet eompaction speclflcatlons. YES ~ NO ? 14a. Test No's. dld not meet compactlon spectfieatlona. 15.Addltlonal b ervat~ons nd/or tasts are re ulrad. YES ? NO FRpST ADJACENT ~ WEATHER CON~ITIONS: ~ DEWATERING: PROTECTION: STRUCTURES: P N well polnts ? Straw blankat ~F~ Hot ? Dry ~ C 4-deeD ~~s ? loose aoll O Warm I,ffi Rala ? ~ ~ open cfi C] troat ri ing O within 20 teet ? Cool ? Snow ? au pump ? tem eat ? 20-40 feet ~ ~ 32' F ? • S er O o er ? afl o~ mure re~ai ? 5uu-firesRing ? R COMMEN~ATIONS/SUMMARY/WORK PROGRESS: N ~,E ,~n.~~L Bgs~ Oi Sn~F B~eowal S.9.v~y !'z~Y uJ.f A zirnE ~~29vEL D~•vsirY SUBTERRANEAN ENGINEERING INC. s~'' MINNEAPOUS, MINNESOTA PHONE 546-6938 r" COMPACTION QUALITY CONTROL TESTS PIOJ8C1_CINNAMON RIDGE RepOrt N0. 42 ~ifff Rd. & Hiahwav 77, Eaqan, Minnesota JOb N0. 5-8134 Sand Cone Mefhod ~ Indicated Percent Compaction: ASTM Nuclear ? Max. Modified Proctor Ory Density D-1557 Other ? Max. Standard Proctor Dry Density p-698 EL AND/OR PTH BELOW ,yet Density Dry Dernify Maximum TBS1 F001iq pl Tptal MOISTURE La6o~at ° D018 Floor Grade ( Correcled °ry RECOMAIENDATIONS REMARNS N0. Sample CONTENT Ory Density ~ompalion Oesi n Grade o For Stone ) Fill urfaee ~~IudinqSfone~ /o pef Ma 10, 1983 208 925V0 132.5 6.8 124.1 129.5 95.8 MEETS SPECS " 209 925.5 143 17.9 121.3 129.5 93.6 MEETS SPECS NOTES~ 1.) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE. 2.) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW . 5G~9 r~ o.g~ Lvr l Lo Z ~~-3 ~ r i ~b~ ibnc~-u5e ~ i .__.~__w_.~~a~~ i Permit City of Ea~aIl ~ ~ ;~3~ I Pertnit Fee: ~ i 3830 Pilot Knob Road Eagan MN 55122 ~ Date Received: I Phone: (651) 675-5675 i Statr: C_,~ _ i Fax: (651) 6755694 ~ ~ 2008 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ~ - ~ ~1- ~ ~ Site Address: t~ 7~~ ~ I q~e1r ~~Q ~ ~'(1'-~~ ~ ~ / ~ Tenant: ~~,C~- Q1/~ ~ n S~ ~ ol~ SuiM RESIDENT OWNER ame: L)~Y 1 Y~1 L~1 Cl~/ Phone:~~~17 )~o~ ~oSo23 Address/CitylZip: OocS J~ ~ r i ~~r l~c~l!P IMw 5~37? Applicant is: Owner Contractor TYPEOFWORK Qescriptionofwork: 1`T ~`re CtV~Q Construction Co~ ?S~~ ~ Multi-Family Building: (Yes _ I No ~ CONTRACTOR Name: ~ ~'1~ License Address: City: State: Zip: Phone: Contad Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672 Energy Code . Residential Ventilation Category 7 Worksheet • New Energy Code Worksheet Category Submitted Submitted submission type) • Energy Envelope Calculations Submitted 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 Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit ace considered to 6e public information. Portions oi , tlie information may be classified as non public if you provide specific reasons that would petmit the City to . conclude that the are trede secrefs. I hereby acknowledge that this information is complete and accurete; that the ' confortnance with the ordinances and codes of the Cky of Eagan; that I undersian~\ is not a pertnit t~~~i~jqqi ermd, and wor is not to start without a permik that the work will be in accordance with the approved plan in the cas ~ h ~rA,~a i and a XS 1 Y1 a~`~ MAR 1 4 2008 ApplicanYs Printed Name plic ture Page 1 of 3 ~ DO NOT WRITE BELOW THIS LINE SUB TYPES ? Foundation ? 05-plex ? 16-plex ? Accessory Building ~ Pool ~~Single Family O6-plex ? Fireplace ? Porch (3-season) O Ext Alt-Multi ? 01 of _ Plex ? 07-plex ? Garage ? Porch (4-season) ? Ext Alt. - SF ? 02-Plex ? 08-plex ? Deck ? Porch (screen/gazebo/pergola) ? Multi Misc. ? 03-Plex ? 70-plex ? Lower Level ? Stortn Damage ? 04-Plex ? 12-plex ? Miscellaneous WORK TYPES O New ? Interiorimprovement ? Siding O DemolishBuilding* ? Addition ? Move Building ? Reroof ? Demolish Interior ? Alteration ~ Fire Repair ? Windows ? Demolish Foundation ? Replacement ? Egress Window ? Water Damage ' Demoldion (entire building) - give PCA handout to applicant DESCRtPTION: - _ ~ Valuation ZS,T° e~ Occupancy yi ~;t~ MCES System Plan Review ~ Code Edition SAC Units ~ (25%_ 100°/a ~ Zoning City Water Census Code (i/ ~j Stories Booster Pump T~-~- # of Units Square Feet PRV # of Buildings Length Fire Sprinklers ~ Type of Const. Width REQUIRED INSPECTIONS ~~j~„pT-L~" _ Footings (new bldg) ~ Sheetrock f f~, ~jr~-~~ Footings (deck) Final/C.O. Footings (addition) Final/No C.O. Foundation HVAC Drain Tile Other: Roof: _Ice 8 Water _Final Pool: _Footings _Air/Gas Tests _Final ~ Framing _ Siding: _Stucco Lath _Stone Lath _Brick Fireplace:_R.I. _AirTest _Final Windows ~ Insulation _ Retaining Wall / Reviewed By: ~ . Building Inspector RESIDENTIAL FEES: Base Fee ~ Surcharge ~ a PlanReview ~IIIY~f~ ~S ( J ~ ' MC/ES SAC ,~'~J ~ ~.~rc,,, ~~ri SA~ r Utility Connection Charge ~ ~~~~~~~v~ ~ S&W Permit & Surcharge Treatment Plant Copies Total Page 2 of 3 ~ Le Pas Design, Ltd. S~~LUYa~E,~;~eri,~ 7akin8'7he Steps" _ to a smaotk saiCng yroject... Phone: (952) 985-0918 - Fax: (952) 985-0920 s'~~ Em ai I: lepas@fro ntie rnet. n et Le Pas (pronounced: Le Pa) Fr. meaning "the s[ejl" June 6, 2008 #a zz~p ~ John Clay ~~~0~~~~ 3825 190'" St. E. Prior Lake, MN 55372 Reference: Flo. r Truss ' ' ~ Q 4470 Slater Rd.; Eagan, M To Whom It ~May Concern: g L~~~ On 5/27/08, John Clay contacted Le Pas Design, Ltd. to perform a limited inspection of 2 floor trusses that had been exposed to fire on the above referenced residence. The request and proposal included the following information. Scooe of Services The scope of work was defined as follows: • Site visit with visual observations - Review conditions & take photographs - Make observations of materials and loads • Take measurements - Try to determine truss configuration & span - Document repairs that were made • Analysis to determine original loads and stresses • Analysis of alterations - Check existing repair conditions - Report, if check is okay • Design corrections, if needed Please Note: This report is based on, and is limited to, evidence from visual observations ONLY. This report is not based on destructive or invasive testing. No responsibility is assumed for any concealed damage. This report is not a guarantee of conditions and/or is not a warranty of existing conditions. This investigation and/or report is hy no means a complete inspection of as- built conditions, code review, research of records or detailed structural analysis, and does not address non-structural items or issues. This is not a moisture intrusion investigation of any kind. This report does not warranty or guarantee that there is no damage from moisture and/or mold and/or other organisms that are known to diminish the structural strength of wood materials and/or compromise the environmental and in-door air quality of the residence. This report does not address any of the possible problems created by moisture intrusion into the structure. On Thursday, May 29`", 2008, I, Linda L. Brekke, P.E., performed a limited, visual inspection of the floor trusses in question on the above referenced residence. John Clay assisted with providing access, obtaining measurements and providing information. The following is a hrief description of the structure, the observed existing conditions followed by a summary of conditions and/or conclusions, along with proposed recommendations. Please reference attached drawing S-1 and Appendix B photos. For this report it is assumed that the garage door entrance, or side facing Slater Road is the West side of the buildinq. See Photo #1. Furthermore, all directions (such as left, right or front & rear) are taken from the viewpoint of the observer facing the garage door, or facing the west side of the building & looking toward the east. Additionally, the floor trusses span in a north to south direction. ~ ~ r ~ ~ ~ ~1 ~ D IUl is 20880 Laredo Path • Lakeville, MN 55044 JUN ~ ~ 2008 Le Pas Design, Ltd. lohn Clay - Owner Report 6/6/08 Floor Truss Repair - 4470 Slater Rd; Eagan, MN Page 2 Descriotion of the Structure The residence is a twin home, or duplex, which the owner, John Clay, rents out. • The structure was built in 1981. • Structure is 2 stories with a split entry on the south side. • ABC Truss supplied the roof & floor trusses - however records were not obtainable. • Construction drawings were not available. Observations of Existing Conditions Information from the Owner - John Clay provided the following information and/or comments: • The renter was inattentive while cooking, the fire started on the stove top and dropped down to the kitchen floor. • Neighbors to the east noticed smoke and called the fire department; they responded and were on the scene within minutes. • The flooring was burned and the tops of the trusses were blackened by smoke. • Everything was cleaned, chemically treated and painted with Kilzm primer/sealer. • Trusses were reinforced using plywood gussets, which were nailed and glued-on with PL400 Construction Adhesive. • The plywood gussets and flooring are APA Rated 24 o.c., 23/32 inch, B-C Group 1, Exterior plywood and are sanded on one side. • While installing gypsum ceiling board, a piece of the plywood gusset installed over the vertical web, was cut away and the metal plate connector was inadvertently cut as well. Observations by Linda L. Brekke, P.E. - On the day of the inspection the weather was warm, approximately 65°F, and it was drizzling. The residence was under repair; and, doors & windows were propped open for ventilation. Drawings and photos are attached at the end. During the investigation/inspection, I made the following general observations: • The residence was void of furniture and appliances. • The kitchen floor had been replaced with plywood. See Photo #2. Mr. Clay provided materiai properties; see above information. • The joints, perpendicular to the trusses, in the plywood floor sheathing were blocked for load transfer. • No walls are supported by the 2 trusses in question; they carry floor/ceiling loads only. • Gypsum board ceilings, on the lower level, are attach directly to the bottom chord. • The 2 floor trusses in question span from north to south, approximately 24 feet. • Trusses bear on a common wall between units, at the north end; they bear on the exterior wall, adjacent to (and east ofl the entrance, on the south end. • A utility, or mechanical room, is located below the kitchen area with walls both parallel and perpendicular below the trusses. • Both trusses are in contact with 2 perpendicular walls - one at approximately 6 feet from the north end, and one at approximately 10 feet from the north end. See drawing S-1. • The bottom chord of the truss with the damaged plate is in contact, at this time, with a 6 foot wall running parallel to the truss on the north end. • 2x6 strongbacks were installed perpendicular to the floor trusses, at 10' o.c. • The location of the fire was between the strongbacks. Le Pns Design, Ltd. ~ohn Clay - Owner Report 6/6/08 Floor Truss Repair - 4470 Slater Rd; Eagan, MN Page 3 Observations regarding the specific conditions of the 2 floor trusses in question are listed below. See drawing S-1, attached at the end, for truss configuration and repair details. Photo #3 shows the damaged metal truss plate connector. 1) Observations regarding Repair Using Top Chord Gussets are as follows: • Plywood gussets were glued and nailed to each side of the top chord. • Gusset plywood is the same as that used for the floor sheathing. • The gussets are thick and 6 inches vertically by 8 feet long; gussets align with the top of the top chord. • Gussets extend from the north 2x6 strongback (perpendicular to trusses), a distance of 8 feet toward the south, to just past the mid-span/centerline webs. (See drawing S-1) • Nail spacing along the top chord was 6 to 8 inches on center with 2 nails in each web. 2) Observations regarding the damaged truss plate connector are as follows: • The metal truss plate, which was cut, connected the bottom chord to a vertical web and 2 diagonal webs. • The plate measured 4%z inches vertically by 14 inches long • There is a 7 inch cut, parallel to the length, approximately 2" from the bottom, starting from the north edge of the plate and extending through the centerline of the vertical web. See Photo #3. • The bottom chord below this plate is, at this time, in contact with the parallel wall. Summarv of Conditions and Conclusions 1) Repair Using Top Chord Gussets - The compressive forces are highest in the sections of the truss where the fire occurred. An analysis was done using the truss configuration shown in drawing S-l. The analysis showed a compression force of 5760 Ibs in element 1 0-1 1& 11 •1 2. Thus the original compression stress at this location was approximately 1 100 psi. This was based on the following loads: • Live load of 40 psf • Top chord dead load of 10 psf • Truss self weight of 4 plf • Bottom chord dead load of 4 psf Note: For bending members the top chord, flange, or fibers, are typically in compression. The bottom chord of the bending member is typically in tension. This assumes there are no intermediate supports and that the loads are from gravity, in a downward direttion. The compression in the top chord of a truss varies along the length due to the forces in web members. Top chord gussets stabilize and reduce the stress in the existing top chord. The floor trusses were constructed with 4x2 members in a flat orientation. Thus the weak axis of the individual elements in this truss are vertical. The plywood gussets help to brace the weak axis bending. They also increase the section area in compression and reduce the stress in the top chord by approximately one third. Note: Structural elements in compression may fail by crushing or by buckling. The longer the element the greater the chance of buckling. For a given un-braced length buckling will occur around the narrow face, which is the weaker axis. Strength can be increased by bracing the weak axis. The glued-on, plywood gussets also reduce plate pull-out, creating a stronger plate connection. The typical mode of failure for truss plate connectors is known as "truss plate withdrawal resistance failure". The failure manifests by bending in the teeth, which causes a slight lifting of the plate and eventually withdrawal of the teeth. The plywood and glue restrains the lifting action and maintains a higher percentage of the connector's capacity. Since the top chord was not charred or burned we can assume the connector plates were still intact and not diminished in strength. Le Pas Design, Ltd. John Clay - Owner Report 6/6/08 Floor Truss Repair - 4470 Slater Rd; Eagan, MN Page 4 Based on the above investigation, observations, calculations & analysis and to a reasonable degree of engineering certainty,thefoilowing conclusions are provided regarding the top chord gusset plate repair. The glued-on plywood gusset plates will, in my opinion: • Help to confine the existing connector plates. • Help to reduce the compression stress. • Brace the weak axis of the top chord and • Maintain the factor of safety that was present before the fire occurred. 2) The Plate Damaged by Cutting - The section of truss containing the cut plate is not in danger of collapse. The bottom chord of the truss at this location is in contact with a wall parallel to the truss. Although the wall is not intended to be "load bearin~' it will support any incidental load exerted by the compromised truss. Additionally the truss plate connector on the opposite side is still engaged; it is assumed that the plate has not been compromised. Note: Truss plates depend on both sides to provide the full design strength. If only one side is connected, the flat plate can easily bend, the result of which puts the teeth into withdrawal, which ultimately compromises the strength. The cut plate should be repaired as shown in Detail 2/51 on drawing 5-1. The webs across this joint exert tensile and shear forces to the bottom chord through the plate. The 7 inch cut in the plate compromises the plate's ability to transfer these forces. Based on the above investigation, observations and my analysis & calculations and to a reasonable degree of engineering certainty, if the joint is repaired as detailed, the truss should be restored to the strength required to support the loads listed above. Recommendations 1) To aid in preventing plate withdrawal, screws could be installed through the plywood gussets into the truss members in the surrounding vicinity of the metal plates. The use of screws is not for transferring tension or compression across the joint; they are only for confinement of the plate. 2) Make corrections, to the joint (at node #2) with the cut plate, as per Detail 2/51 on Drawing 5-1. Nails may be installed with a pneumatic nailer. It should be noted that the nails should be the diameter and length noted on the detail. Larger diameter nails may split the wood and/or may require a different spacing. Smaller nails or screws may not provide the shear strength required. Care should be taken to maintain the edge distances noted on the detail. If any splitting is noticed, please stop, and contact us for an alternate solution. You may want to contact your building official for any recommended inspections. If anyone has any additional questions, please feel free to contact us either by email or by phone. Respectfully Submitted, CERTI FICATIO N _ ~j? /J I hereby certify that this plan, spedfication, wz 4~ ~~~ti- or report was prepared by me or under my direct supervision and that I am a duly Linda L. Brekke, P.E. Licensed Professlonal Engineer under the President, Le Pas Design, Ltd. iaws,pf the State of M/innesota. Enc. • Drawing S-1 ~ L~ndaLOye Brekke, P.EL~ • 2 pg Titebond~ Regular Product Data Sheets Date: . ~icense#a268t • 1 page of photos 23'-10 1/2" - ~ 5'-0" 5'-0" 5'-0" 1 1/2" ~ 4x2 Truss Members Approximately See Detail for Connection (Flat Orientation) Repair Z 2x6 Strongback Vertical Web Existing Floor Trusses 3/4" x 6" x 8'-0" Plywood Approximate St 4 1/2" x 14" Metal Truss @ 24,, o~ Gusset Added to Near Side Location of Fire Plate Connector w/ 7" Saw and Far Side O O O O ~ O O CutQn Near Side (NS1 v i¢ is n ~s ix n ~o s U _ - ' - _ ~1 i, . ic ~ 1 ~ . _ _ . . _ . - - . - _ . _ - _ - . ~ _ ~ S 3 ~ I ~ ' ~ I Typical Node Numbers Exstg Perp./ parallel wall ~ 1 ELEVATION VIEW ~North ; wa~~s 3/a" x 8" x z'-2" Plywood Gusset Glued and nailed as noted & shown S~ 3/8" = 1'-0" (8) l Od Box Nails into (Z) ~ Od Box Nails Metal plate w/saw cut StCUC[u[al_Notes_for onnertion Renair. South Diagonal Web into Vert. Web For connection repair - Design assumes far side plate at ,,,~,,,-~u,~~„Y,,,,;,,,;;,~,~ ~ - ~ ; node "2"to be engaged with no diminished strength. ~ Z'C5P9 °d • Sand & dean face of truss members to receive glue ~ '~P Use: Titebondm Regular glue by Franklin International "`~1) 1~. 'See Product Data Sheet for Application Guidelines , 1 ~ » ~ \ E Graln ~ ~ f F ~ ' p= m . Direction~,~ k~-~~ o • Apply 3/4" x 8" x 2'-2" Plywood Gusset over cut metal plate _ ~ d~ ~Om w; 0o m~ m ~ .~~-X; a=4~ O. Use: 3/4" APA Structural 1 Rated Sheathing Exp. 1 w ~ - i~ a- '"r.~.: s Or: 3 4" APA Rated 24 o.c., 23/32", B-C Grou 1, Exterior - ----~-~`y'°-' `='s - ~ P _~i - 7~- _ (As used on top chord and floor) `1°Offset spacing P `Orient Plywood Face Grain in "long" direction ~ ~ (1 1) l Od Box Nails into *Center 2'-2" length on Vertical Web & Exstg 4x2 Bottom o Z"Typ. Spacing in Line North Diagonal Web *Align bottom edge even with Bottom Chord Chord of FloorTruss ~ (21) lOd Box Nails • Fasten with l Od Box Nails as shown in detail - 2/Sl W z~ -2 into Btm. Chord To maintain 3/8" Edge Distance on Truss Members 3/4" Plywood Gusset Use guidelines to outline truss members on plywood 2 DETAIL-Cut Plate Repair Centered on Vert. Web ~~th F -(shown as red dashed lines on detail 2/51) $1 1" = 1'-0" NotP. D2nwiNG Ti7~E: TRUSS ELEVATION & REPAIR DETAIL SCA~E: As Noted CERTIFICATION l Od Box Nails are Iherebycercifythatthis 0.128" Diam. x 3" Long DATE ohn Cla I.e Pas Desi n, L?d. Plan, specification, or 8d Common nails may ) y 9 report was prepared by be substituted for l Od 06-6-OS meorundermydirecc gOxNails. • OVJnef supervislon and that I am a S' 7 ' Ph/fx: 952-447-6605 20880 Wredo Path duly Llcenzed Professional ~ Lakevllle, MN 55044 Engineer under the laws • Cell: 612-369-6523 of the State of M6 ~gsota. SHEET 1 of 1 pROJECT TITLE: ~O 2008 ~c Burned Floor Truss Repair / Linda Loye Brekre, P. E Le Pas Project 97Q$ Licens A 2681 4470 Sldt2f ROdd pH: (952) 985-0918 G Arch. JOB#: f10112 Eagan, MN Fax: (952) 985-0920 ~ D t~ Product Data Sheet ~~n ~ ~ 2020 Brudc Street Columbus, Ohio 43207 614 443-0241 fax 614 4451251 Titebonc~l° Regu/ar PRODUCT DESCRlPTION T7tebond~ Regular waa !he first altphafk resdr emulsbn edheslve developed, and lor over 35 years has set the standerd by whlch all other al(phatks are measured. This premler adheslve has excel~M c2ep- and heab~esistarrce, superior soNentaesktance, very !ow minNnum use lemperetuie, and excelfent bond 56engM. Tltebond Regularls an exceUent chofce /oredge and face gWing as well as generel assembty o/a wlde vaAety o/ wvod spectes. PHYSICAL PROPERTIES f Cliemkal Famity Descriptlon: Aliphatlc resin emukion we~j?n souds ~s~: a~~a edl~esive Appearance: Yellowcororedliquid TypfcalVlscos(ry(cps): 3,000-4,000 Freeze/17~awStable': Yes pH: 4.05.0 Speci/fc Gravfty: 1.16 Suggested AQfnimum Use Ter~erefu?e': 2°C APPLICATION GUIDELINES Edge w face gluing of solid lumber sfock can present e unique challenge for adhesives. The adhesive must be rigid enough to wifhstand the applied shasses /ound under variabfe service cond'dlons. Addi6ortalfy, properly prepared adhesiwe joints aie very important to successfu! gluinq. Molsiwe Conteni• Six (o eght percent is !he recommended moisture content fw fhe g&ring atock. High moisture con(ent will dramatically increase the clamp time needed. Addi6onally, panel shrirekege mey ocwr resulting in shess crecks or end joinf deleminafion. Siock PreparaUon: The prepara6on of tlre stock to be glued is ex6emefy important Jants cat from rip saws should be free of saw merks. They shoufd also be sfroight arrd square. Moukled or jointed s6ack shou~d be hee of knife marks. G/azed or bumished join~s wdl prevent adhesive penehaBon and sFaedd be guarded agelrtst. When passible, glue joinGs should be prepered and glued the seme day. Tolerances: Gluirg stock should be uniform M thickness. Variahon in thicMiess should mf exceed t 0.15 mm. Sandirn~ Eo thickness should be performed usi»g higher than 50 gnt abresives. Bowvng of sfeves ~uued irt edge gluing sFrould 6e kept to a minimum, fypicelly less than 1.5 mm errd to errd. Spread: C•enera!!y, 140-245 g/m' of glue line is adequade. Conveyorized spreaders are cottvmnly used in edge-gluing applications. The use of a wuol feR sleeve on the spreader ro!1 cen aid in ob~irting e desirable spread and reducing excess gfue usage. Assembly Time: Assemby time can vary greaUy deperrding ort tlie adhesive used, glua spraed, porosrty and moisfure oonfent of sfoclr, environmentaf conditions, etc. A smaA bead oi edhesive squeezeout around the perimeter of Hte panel when coW or irot pressing is desirab/e. A smeH bead of squeeze-uit a+ Nie ends of edge-ylued panels is desirable. GerreraNy accepted assembly time is Si0 minu(as. Pressme: Pressure is dependent upon the species or meterial M be glued and 'p'mt preperefion. Direct confact of the gluirrg surfaces must be made to obtein maximum strenglh. Suggested pressures for verio~a wood densfies aie: !ow 7.410.5 Kglcnt~; medium 8.&12.3 Kg/cm'; high 12.3-17.6 P(qkm'. Clamps foredge gluing should be speced 2Q-40 cm apart and 5 cm !rom the end of the panel to evenly distribute pressure along dhe en6re fengtlt ofthe ghie f'me. APPUCATION GUIDELINES (conr?n~ P2S3 Tlme: Press Sme is dependent on the adhesnre used, gluing stodc type, moisture content of ihe stock and envrronmentel conditions. Typical press Hmes range from 30 minutes to two hours. Pr~ss timea shoe~ld be determrrred under planf wnditions. The speed of set indieator on Franklin Product Dafa Sheets is the bes! stefing point fo~ defemdnirrg the time dhat should be allowed for pressing/damp'vrg and auembly. As a generel ru~e of thumb, fhe higher the numbei the siarter the p~ess/clamp errd assembly ffme should be. The /ower the number, ~e longertjre press/clamp and assembfy time can ba. Post Press Co~Utloning: AtCera minimum dampirrg period, the pane/ will develop errough handling sbe~th !o permit it to be removed from the press. M ovemight cure is iewmmended prior 6o machining. A storage period of 3-0 days mey be requirad to eliminate sunken joinfs caused 6y residual moisture in the glue line. dean Up: To easily rerrave Franklin adhesive /rom your equipment while itls stiU we~ use water. Wami water will soften dried glue, howeversteam will soRen it more repidly. Cleaning damps,lrgs, press platans and hxfures is much easier if equipment is regularty coated with a glue release egent, wa~c or soap before usrng rt. These release agents prevent the adhetsive (rom strcking to the equipment and wiR help dried glue to flake or chip o!f quickty and easity. PERFORMANCE PROPERTlES Block Shear SVength': R~/!n' wood falNre% 25°C 3,590 8f 65°COvemight 3,120 61 rsoom remperawre speed orseP: o.oo (n~bde,arey Fasr) 'All nunalcel velue4/epeseMbO~WaPg~~ 'llpo7uC! has Deen kozen. mrtatlTechY[a~ Sari[B Id imtrumms ~MeasueC 6y FarMrYa Am Imn~on Mt. G/unp con0lOms wB' ellcf minmun rme tempastwa •rutmnea xcawq ro nsn~ro-sm m na~amape. 'ManweC A' FraN~Un'a trvson aG~ofaet iwleran f~eNmeqe REL4TED PR~DUCTS Tibebond 50 may be removed from pressme in 45-60 minutes in mosf operations. Tr~e6aM Regular is a sbwer settlng version of Trtebond 50. Titeborrd Slow Set stfows brrg assembly times for operaUons such es Iaminsting stair hand raifs. AssembJv Niah Tack is our fasfesE sefting edge glue. MutGbond EZ-4 forms an FJJ 204 group D3 bond. Mu166ond X-016 and AdvanFaae 2/orm EN 204 gia++p D4 bonds and aie fo~mulated for exterior milhvwk. HANDLING AND STORAGE Sheff Ltfe: i2 rranths at 20°C Store in ctosed conteiners. YnpohsN Nolla b Pioehaser: O~u raammeNOatlms. tt airy, for use ot tlY protlud are hasetl m tests Oellevetl lo he fel~hle. The gr~test care Ls exgdsetl in tl~e sdectlan o( ar materials aitl h~ au maiufacWrlllg aperalfors. Mavever, we make no recamlceflCadon ln LLSe ItiS promltl In alry mama rtu7~ cmSic6 xiN etlstlng laws aitl/a patenk antl WE MNCE NO WAFiRIWTIES. EJ~RESS OR lAPLIED. REGARDRIG THIS PRODUC7 Q3 RS USE, MCLUDQJG ME72CHANTABB.RY AND FfTNESS FOR PARTICULM PURPO6E, THE INW UFACTURER 6 NOT LWBLE FOR ANV CONSEW EMIAL, PICDENTAL OR SPEC W. DAMAGES OF ANY KP1D. RtNSeO 3719~01 0 cop~rigM2000. a~ nghs resevea FraNUin uNemaEfmal. r Le Pns Design, Ltd John Clay - Owner Appendix B 6/6/08 Floor Truss Repair - 4470 Slater Rd; Eagan, MN Page 1 Photo #1 Garage door faces West. ~',1 South side entrance is a split entry. ` _ - ~ - ~ = - _ _ , Fire was approximately where the ~:;a-i = ~ orange pencil is laying on the ffoor. ~ North Common Wall between units , + ~ - ~ ~ , . ~ ~ . Kitchen floor was replaced with 3/4" ~ ~ plywood. ` _ ~,~G ~ S~a~ Vertical web is visib~e through the ~t~5s slots in the plate. \ Photo #2 ' ~ ~.2$.~ ~ ~ . ` _ - 4 1 /2" x 14„ ~ . Metal Truss Plate - - ~ {r. - Connector : - - "t 1~ ~ 'It+ R. ~ w iis - i I~lF.y-.: ~+i ~i ~@~ icT ' ~t+ a4 '1! .l~l~ a~}~ ~Q P L~ 'Fy ! a/a. y v w sl~.. ~r ~ ~ wa ~ wx ~ ~ i~ ~_rw~~ ^I~ ~ i 0 ~L ~4 in a v +{I +~r A.w .ae ~ ~sa. .~r - aAr i.s ~ ~c rsn av. ~e.. ra w w : q.. a~ ~ ~ir ~ YrrY .s~r ..~~,a~.. a.~. ~ ~ce ~ ~ ar~ y~w s`r. ~e ~a4. ~ w~ wf ~ i ~ ~ i ~ ~ r.St:J 9~,.~.~', Ii~ ~ 4ti ~ ~ 7" cut throu h ~ ~ w. 9 ~ ~'s ~ o,y~, PNm ' G-. . c.--~.. 11i~ ~ . e~.. ~ ~ - ..-s, ;4.k .~3 ~ . ~ metal plate is l - c--~ . c;.^ r - ~ cs+ n - ' ` - - , . , , ~ «rt~;;,: about 2 up from _ " : _ _ ' _ - - - • the bottom. x _ End of cut is over the ~ertical web. Photo #3 North _ ~ Z'~ ~J~ PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA165767 Date Issued:11/18/2020 Permit Category:ePermit Site Address: 4468 Slater Rd Lot:022 Block: 03 Addition: Cinnamon Ridge 3rd PID:10-17402-03-022 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace 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, Mark Anderson at (952) 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 - Allan Chemarum 4468 Slater Rd Eagan MN 55122 (612) 246-7774 Heating & Cooling Consultants Llc 46001 Hardeggers Ln Cleveland MN 56017 (952) 461-5100 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA173452 Date Issued:11/12/2021 Permit Category:ePermit Site Address: 4468 Slater Rd Lot:022 Block: 03 Addition: Cinnamon Ridge 3rd PID:10-17402-03-022 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$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 - Allan Chemarum 4468 Slater Rd Eagan MN 55122 (651) 246-7774 Milbert Company (culligan) 1801 50th St E Inver Grove Heights MN 55077 (651) 451-2241 Applicant/Permitee: Signature Issued By: Signature