Loading...
726 Saddle Wood DrCity of Eapll 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit #: °18122 Permit Fee: 'E, ✓ • co Date Received: Staff: 2011 MECHANICAL PERMIT APPLICATION Date: J l?- Site Address: S 4-3DL LE W610.1) Y R o f Tenant: Suite #: 1 RESIDENT / OWNER Name: 3-13'41 - 5A/O.iag — p9/ //�� `Phone:: Address / City / Zip: t0 s4i�� L Lf. CONTRACTOR Name: 5ll�` #: G�/e761-7—Ag- �ense09"--5-"A (� ' %meq 76.5 Address: R. l d, i�lvE .c T City: /� ? 4137- State: Zip: SS -b3 3 Phone: &5l ! Y 7`- i 7 6 `-1 /c ? 37>C '> % /AT Contact: /n? r%/ Z 'Email:,4-77"A TYPE OF WORK New )(ReplacementAdditional Alteration Demolition Description of work: R £ P&A Eb / -44/v---/: NOTE: Roof mounted and ground mounted. mechanical equipment is required to be, screened by City Code. Please contact the Mechanical Inspector for Information on permitted screening methods PERMIT TYPE \' RESIDENTIAL "'Furnace COMMERCIAL _New Construction Interior Improvement >AirConditioner Install Piping Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Under / Above ground Tank ( Install / _ Remove) Other ** When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $55.00 Minimum Add-on or alteration to an existing unit (includes bumed out appliances, ductwork, etc.) (includes $5.00 State Surcharge) $5.00 State Surcharge) $ TOTAL FEE $95.00 Fire repair (replace COMMERCIAL FEES: $75.00 Underground tank $55.00 Minimum (includes installation/removal OR State Surcharge) $10,010, surcharge is $ 5.00 surcharge increases by $.50 for each $1,000 Permit Fee requires a $ 5.50 surcharge) Contract Value $ x 1% _ $ Permit Fee - If the Permit Fee is less than Fee = $ Surcharge - If the Permit Fee is > $10,010, (i.e. a $10,010-$11,010 Permit = $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x ,4T T > it N Applicant's Signature Applicant's Printed Name FOR OFFICE USE Required Inspections: Reviewed B; it Test :. - Gas Service Tes' erior. HVAC Screening Inspection` '` "`" ~ - s-r.eS.:s".. . . . . w• ...1..~~. SEWER & WATER pERMIT OFFICE USE ONLY CIT~( 8F :~GAN ~ METER ~ PERMIT DATE ~ 2I 1 1% 90 3830 Pilot Knob Rd. 1~ 753 Eagan, MN 55122-1897 CHiP # ~ r ~ ~3 ~ .~PERMIT # METER SIZE ~ B.P. RECEIPT # C 9478 f DATE DEC l 1. ~'99C ISSUE DATE ~~T~~ B.P. RECEIPT DATE 09 i 7 9Ci ~ _ PRV - BOOSTER PUMP SITE ADDRESS 726 :SADDLL WQOD DR PERMIT RE~UESTED `LOT 9 BLdCK ~ SEClSUB BRIDLB RIUGE 1::1' x SEWER X WATER _ TAPS APPLICANT: ADDRESS: COMMlIND ~ RESIQENTIAL CITY, STATE ZIP X NEW - EXISTING PHONE: Lawn Sprinkler Meters are to be Installed PLUMBER: ~LBERG CU~ISTRUCTION Ahead of Domestic Meters on Water Line. ADDRESS: 6400 131 ST ST CT Credit WILL NOT t~a given for peduct Meters. CITY, STATE APPLE VALI.E~ !!N ZIP 55124 , ~ I PHONE: 432-9079 ~ n~,~ ~ . ' _ _C~ I AGREE CUMPLY WITH CITY OF OWNER: SUNSHINE R~ALTY ~ EAGAN ORDINANCES ADDRESS: 2121 CLIFF Dx STE 224 CITY, STATE EAGAN 5512? ZIP ~51 ' PHONE: 452-0995 NATURE WHEN METER ISSUED ; ~ , , PL~ASE ALLOW TWb WORKING ~AYS FOR PRQCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEINER PERMI7S, CONTACT ENGINEERING DEPT. . . ..yv - ~~~....-...p-..~ . SEWEA $ V~ATER PERMIT O~FICE USE ONLY CITY OF~G'AN METER # PERMIT DATE i~I11,~9Ct 383~ Pilot Knob Rd. 11753 Eagan, MN 55122-1897 CHIP ~ PERMIT # METER SIZE B.P. RECEIPT # C 9978 ISSUE DATE B.P. RECEIPT DATE 09 7 90 DATE D8G il, ]990 _ PRV - BOOSTER PUMP SITE ADDRESS 726 ~Ai)1~LE WUOU llk PERMIT RE~UESTED lOT 4 BLOCK ~ SEC/SUB 6RIDLB RID~E 15T X SEWER x WATER - TAPS APPLICANT: ADDRESS: - COMM/IND ~ RESIDENTIAL CITY, STATE ZIP A NEW - EXISTING PHONE: Lawn Sprinkler Meters are to be Installed PLUMBER: OL$ERG CQNS7&UC'fION Ahead of Domestic Meters on Water Line. ADDRESS: b480 131St S'F CT Credit WILL NOT t~e given for [~educt Meters. CITY, STATE APYLE VI?LLEY HN ZIP SS124 PHONE: 432-4079 r n , , , _ ~ _ . : I AGREE O CaMPLY WITH CITY OF OWNER: SZt118NINS ~EALTY EAGAN ORDINANCES ADDRESS: 2121 CLIFF Dx ST~ 224 CITY, STATE ~A M SS12? ZIP 5~122 PHONE: 452-~(3495 SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. ~~,r.{ . . . . _ . ~ CASH RECEIPT r CITY QF EAGAN f ~ ~ 3830 PILOT KNOB ROAD ~ EAGAN, MINNESOTA 55122 DATE ~ 9 ~ ~rZ.'~l~, ~ ~C. ,~o~~ $ ~ 8 ~~S O CASH CHECK r~ 7 l 7~~ ~ . ~ ~ r ~ -1, - r~' ~ ` } ' ~ / , ~`~ic ~!r ~ t~l~f ~ =f -~L;~<~ FUNO 0 CT AMOUNT . Thank You BY C 9 9 7 ~ }~.°~,".""T.~a~`~° p ,s`'! ' . ' ~`'~'."'~°~"a«f~`._''"~`:i~•"'~:"ogGTr_Lr.: 'y'.~"y~.'""sl`!`i'r'~"~ =""`t":~-,. ..1~~+"._^r^ . \ ~ ; CITY OF EAGAM 18379 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE:454-8100 SUILDING PERMIT Receipt # ~ ~ To be used for S~ ~G~~ Est. va~ue ~ 141, 000 Date 5EP 17 , r g 90 Site Address 726 SADDI.E iIOQD DR Lot 9 Block ~ Sec/Sub. ~Ia1.E itIDG~ 1S? OFFICE USE ONLY P8~C81 N0. Occupancy R"3 ~'3-1 FEFS Zoning ~ i W Name 5U~SHIli6 REALTY (ac~~aq co~s~ V"~ Bidg. Permit 783.00 3 Address 2121 CLIFl~ BA. SUiT6 2Z4 (auowatie) V-N ~a~~ o Surcharge City Phone 452-0995 x ot s~o~~es Length Plan Review ' ,o Name S~E DeOth SAC.CiIy 1~•~ o ~ Add~ess S.F. 7otal _ . 60Q ~ QQ u< SAC, MCWCC ~ City Phone S F. Footprints - 6ZS.00 On Site Sewage _ Water Conn W W Name On Site Well - Water Meter sZ Addr2SS MWCCSystem ¢ Z ~ acct. oeposit 30. 00 <u' Ci1~/ PhOf18 City Water _ PRV Requlred - S/W Permit ~0'~ I hereby acknowlege that 1 have read this application and state that ihe Booster Pump - SIW Surcharge information Is correct and agree to comply with all applicable Sfate ol Minnesota Statutes and Ci~y of Eag~rOrdinanCes. ~ Treatment PI Zg~ Signature ot Permitee f ~ }/ir ~f ~ ( 3 ~ ~ ' "y ~ APPROVALS Road Unit 33S r ~ SUNSHII+IE REALTY P~anner A Building Permit is issued to: - Park Ded. on the express condition that all work shall be done in accordance with all Council ~ applicable State of Minnesota Statutes and City oi Eagan Ordma~ces. g~d9, pf~. _ Copies • Building Official - ' ~ yana"~e - TOTAL 3' ~S. ~ Permit No. Permit Holder Date Telephone W~TfR 3 1 - ~ SEWER PLUMBING ~ - ~ ' ~ t - ID ~O H.V.A.C. 15~6' C ~C ELECTRIC , j 3 ~ ' ~~J4 ~~a~~ r0 `~~'S~ ~ Inspeclion Date Insp. Comments Foo,ings ~ 9 lL~ ' v c r lb-`'o Foundation i/ ~ Framing / ~ Rpofing Rough Plbg. O C Rough Htg. - J-7V d ~sui. - l~' ~O QS l-- 9~ / i / ~ ~ F~~~~~e ~ Sc s i ~ sr Fnal Htg. , ,3~ 9!) ~ / r GG~ .s ~Y Fnal Plbg. - ~ ,.rc "Li / 2 9c Consl. Meter Plbg. Inspector Notify Plumber Engr./Plan _ Q ~ Bldg. Final y~ Deck Ftg. Deck Final 7 9 Well Pr. Disp. ~•.,f~s~ .w..~,sry..•r,~„~,,~ • ~~,~r- • . ~.,~u . . . . _ .~~F: .~P.: . w . . "f . . rLUMB1~.G PERMIT . . For Clty Use Only . . CITY OF EAGAN PERMIT # ~ CONTRACT P~~OT KNOB ROAD, EAGAN, MN 55122 RECEIPT~k IOL• j~1 PRICE PHONE 454810Q DATE: ~~~~~~5(' Site Addfess Z L ~ G^~o~ ~z , BLDG. n~ WORK DESCRIP N Lot .B Ser,/Sub Res. New Const. Sa~ Mult. Add-on ~ Name K Comm. Repair Address ~y i „o „ , Other Phone f-~° RES. PLBG. NLY - COMPLETE TNE FOLLOWING: _ Y _yOr,, FIXTURES TOTAL Name / , Z~ ~Nater Closet - $3.00 $ / ~ ° =3 Address Tubs - $3.00 L, o ° Lavatory - $3.00 f o 0 o City Phone Shower - $3.00 ~ KiGchen Sink - $3.00 ~ ~ ~ UrinaUBidet - ~3.00 FEES ~ Laundry Tray -$3.00 o 0 COMM.AMD. FEE - 196 OF CONTRACT FEE Floor Drains -$1.50 a APT. BLDGS. - COMM. RATE APPLIES ~ Water Heater -$1.50 l. ~ ~ TOWNHOUSE 8 CONDO - RES. RATE APPLIES Whirlpool -$3.00 MINIMUM - RESIDENTIAL FEE ~ $12.00 . Z Gas Piping Oudets -$1.50 -T~~ MINIMUM - COMM.IND./FEE $20.00 ~ (II~iINIWIUM -1 PER PERMIT-NEW CONSL) STATE SURCHARGE PER PERMIT .50 Softener -$5.00 (ADD ~.50 S!C PER EACH $1,000 OF PERMIT FEE) Well -$10.00 ~ ~ ~ Private Disp. -$t0.00 . _ ~ ; ~ ~ Rough Openings - $1.50 U. G. Sprinkler System - $12.00 ~ 51 ATURE OF PERMITTEE PERMIT FEE: ' STATES S/C: ' '`~U FOR: CITY OF EAGAN GRAND TOTAL: O~(,°'fl ' .,,s`.a' ~ _ . _ . . , . , MECHANICAL PERMIT For City Use Only • ' CITY OF EAGAN PERMIT # ~ 3830 PILOT KNOB ROAD, EAGAN, MN 55122 RECEIPT # ' DATE PHONE 4548100 DATE: v Site Address ' + BLDG. TYPE WORK DESCRIPTION Res. X New Const.~_ Lot lock Sec/Sub Mult. Add-on Name ' ~ Comm. Repair , Other , ~ addf6S$ l.~ r- c City ~ . . . ~ : Phone FEES ~ : RES. HVAC o-100 M BTU -$24.00 Name ~ " r`.. ADDITIONAL 50 M BTU - 6.00 c Address ~ - ~i:~, ; (RES. HVAC INCLUDES A/C ON NEW 3 CONSTRUCTiON) p City : : ~ • Phone ' TOWNHOUSE & CONDOS - RES. RATE APPLIES MINIMUM RESIDENTIAL FEE - ALL ADD-ON d~ TY~PE OF WORK REMODELS (INCLUDES GAS PIPING) - 12.00 Forced Air M BTU • c.~.! GAS OUTLETS (MINIMUM - 1 PER PERMIT- NEW CONST.) 1.50 EA. Boiler M BTU $ COMMAND FEE -196 OF CONTRACT FEE ' Unit Weater M BTU $ APT. BLDGS. - COMM. RATE APPLIES ' Air Cond. M BTU $ MINIMUM COMMERCIAL FEE - 20.00 ~ Vent CFM $ STATE SURCHARGE PER PERMIT - .50 ~ (ADD $.50 S/C PER EACH $1000.00 OF PEFiMIT FEE) Gas Piping Outlets # 1 $ . Other $ ~ CommJlnd. Contract Prlce x 1~ $ PERMIT FEE: ~ S/C: FOR: CI O A AN TOTAL: . . , ...._J. . _ _ . . . . . . . . . '2 Addr~ss:7Z6 SADDLE Y~OD DRIVE Lot 9 Blk 7 Sec/5ub gRIDLE gID(~ IST These items were/were not complate at the time of the final inspection. DATE: DECN2IBER 27 1990 Yes No ~Sp~~: Final grade (6" from siding) ~ Permanent steps - garage Permanent steps - main entry Permanent driveway Permanent gas Sod/seeded grass Trail/curb damage Porch Basement finish Deck Please verify with the builder the removal of roo£ teat caps from tha plumhing system and-tha shut-off of water supply to the outs3de lawn faucet before freeze potential exists. White - City copy Yellow - Residant copy Pink. - Contractor copy - CITYOFEAGAN Np ~83~9 ~ ' 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE:454-8100 BUILDING PERMIT Receipt # To he used tor SF DWG/GAR Est. value $141 ~ 000 Date SEP 17 ,~g~ Site Address 726 SADDLE WOOD DR Lot _L Block ~ Sec/SubBRTDT. . RID 1 ST OFFICE USE ONLY Parcel No. occuvancy R-3 ~-1 FEFS Zoning PD w Name StINSHTNF. RF.Ai.TY (ACIUa1~Const V-N BIdg.Permit 783.00 o Addf055 2191 Li.TFF nR~ SiITTE 7~4 (Allowable) v~ Sumharge 70.$0 City F.AGAN Phone 452-0995 xoismdes 509.00 lergih 66 ~ Plan Review io Name S~ Depth 48' snc, cny 100.00 Add~ess S.F. Tolal u~ City Phone S.F.POOlprinis _ ~C,MCWCC 600.00 On Site Sewage _ Water Conn h25 _ OD F W Name On Sile Well - Waler Meter 90 • 00 ~ AddIBSS MWCC Sys~em iw City Phone arywa~er _ oevostt PRV Required - ShV Permi~ 30. ~Q I hereby acknowlege that I have read ihis applicalion and state that the Booster Pump - SiW Surcharge • 50 information is correct and agree to wmply with all applicable State ot Minnesota S[aWles and C~iry oi Ea mOrdinances. . Treatment PI 9 57 _ 00 SignatureolPermitee`~-~ ~ ~~pi. su~sti%M~ APPROVALS RoadUnit 355.00 A Building Permit is issued to: SIINSHTNF RFAi TV P~a~~ef - Park DeG. on the ezpress condition Ihat all work shall be dona in accordance with all Council appliwble State of Mi.n(~ne~s~ota Stalutes and Ciry of Eagan Ordinances. g~a9, pp, _ Copies - 50 8uilding OffiCial 11SX~pt~~ Variance - TOTAL ~ 4_~n i/ o~o/s o s~ ~,Soz o ~ 7533 ~q ~ ~ Fepuast Deb ' Fire No. RougRin I 'on ~ . JO RequlretlT ? Ready Now ~W01 Notily Inspectar YBy ? ~ W~en Reatly7 1~censed contrector O owner hereby request inspectlon of above electricahwork at: . Job Atltlress (Strea6 Box a Raute NaJ Ciry ~ .Z ~ A 4~~Ilc ~o a o/ ~'.9 ~1~+/ Section No. Towns~ip Neme or No. Rarge No. ~~~bj"~/( ~/'T~ Occupan~ ~PRINT) Phore No. S cJ/~~i/ c C'aa.1.T' aowm suow~er aaaress . ~~X~ A ~r,c.~/.~i~ ~f~/''/.~ii~ 7fS~t Eiecttiw~ Contrecmr ~COmpany Name) ContractoB Licenee No. /~,~:r,~~~ ~~o ~yirsz-s Mpiling AECr 55 (Conhettor or Owrier Makinq Installation) . !~Z S~.rs .~,~t~?6~r - ~l ~~a~~ Autlrori eC SgneWre Co acl0r! r M kirg InSta112tionJ Poone Number f/z~-Yl.~y MINNESOTA STRTE BO ND Oi ELECT111CRY ^ THI$ INSPECTION REQUEST WILL NOT Gryp4Nitlray BMp. - Xoom St'/9 - ~ BE ACCEPTED BY TME STATE BOARO il77 Unlvw~My Ave.. SL Poul. MN 5510~ ~ ~ - UNLESS PROPER MSPECTION FEE IS ilwro(87tj64P-0800 ENCLOSEO. /n REOUEST FOR ELECTRICAL INSPECTION ~~°"q'o$ ea.ooooi-oe I ~ 7 a ~ See insVUCliuns for complefing ~his fonn on Dack ol yellow copy. O~ L~' ~ 375~~ ~ ~ ~ ~ `X" [9elow Work Covered by This Request e Atltl Rep. Typeof8uilding AppllancesWired EquipmeniWired ~ Home Range Temporary Service Duplez Water Heater Elec[ric Heating Apt. Building Dryer O[her (Specify) Comm./Industrial ' Fumace Farm Air Conditioner Othar (specily) CoMracbr5 Remarks: ' Compufe Inspection Fee Below~ # Other Fee # ServiceEniranceSize Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps " 0 to 100 Amps ~,30 Transformers Above 200 _ Amps A6ove 100 _ Amps SignS ' ~~spec~wB Use On~y: TOTAL Irrigation Booms "r~'.~ ~J V p Special Inspection Alarm/Communication ~ THIS INSTALLATION MAY RDERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN M I, the ElecVical Inspector, hereby poug~-in oaret certiry that the above inspection has F,,,i e 'Q ( 6een made. OfFICE USE ONLV This requeat vob 18 monUS M1an ~ I For"'O'ffice Use I Clty of ~a~a~ j Permit# ~S ~ ; ~ ~ ~ Permit Fee: 3830 Pilot Knob Road ~ ~ Eagan MN 55122 ~ Date Received: ~ Phone:(651~675-5675 i ~ ~ Fax: (651) 675-5694 I Staff: ~ 2008 SEWER AND WATER REPAIR / DISCONNECT PERMIT Date: I~ ~'ti^'a- 2~'~~ Fee:$50.50 . _ City Sewer _ City Water V Repair _ Disconnect DescriptionOfWork: I I°-r'~~ ,el~^ ~vTw- ~h 'T~ . '~~J~i^--v Street Address for Proposed Work ~ ~~~~G~'~ ~'V T OWNER Name: ~N` ~?u--c.~ Phone: r S~( -~f~ S~~~ 11 i Address lCity/ Zip: ~a~ 5~rJ0 ui~ Applicant is: _ Owner ~Contractor Licensed Pipelayer_ Master Plumher ~Property Owner_ Name: 1 Z~f ~1" ~ln.v.b~~~ LLL. Phone: ~ I~ 3Cal ~'I7~1 . Address / City / Zip a (O ~ ( ~ ~ T ~ ~ ~"J ?~U°~'- S~ 3~ Pipelayer Training Certification Card or Master Plum6er License # D~~ b~~ I acknowledge that the information is complete and accurate and 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 staR without a permit. ~f~. v,~ pplicant (Print me) A p icanYs Sig at re 2004 RESIDENTLAL BUILDING PERMIT APPLICATION ~ City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 ~ ~ r..~ Telephone # 651-675-5675 FAX # 651-675-5694 ~ 0 ~ ~ ConsWCtion Reauirements RemodeVReoair Reauiremems Oifice Use Onlv 3 registe~ed sde surveys shaving sq. ft. of lot, sq. fl. of house; and all roofed araas 2 copies oF plan Cert of Survey Recd _ Y_ N (20%maximumlotcoverageallowed) 1setofEne~gyCalculaUonsforheatedaddNOns TreePresPlanReal _Y _N. 2 copies af plan showing heam 8 window sizes; poured (ound design, etc. 7 sde survey for add'N'ons & decks Tree Pres Required _ Y_ N lsetofEnergyCalculations AddRion-indicateifonsitesepticsysfem On-site5eptic5ystem _Y _N 3 copies o( Tree Preserva6on Pian'rf lot platted after 711193 Rim Joisi ~efail Options selection sheet (61dgs with 3 or less uniLs Date / ~o / C1Z ~~,,.,,~~p Construction Cost ~ "T~. Site Address ~ c~1Q l,W(X.1 UniUSte # DescriptionofWork~l.U~'OCI~~°~?~~SCf. 1fl rQg36~i1~ ,~A,C. ~ ~i~lGl~• T-~- Muiti-Family Bldg _ Y~ N Fireplace(s) _ 0 _ 1 _ 2 Property Owner ~ lYll T~1 ~lP~~i~ Telephone )"T'~b(':S~ I'CJ Con[racror ~ . J Address ~~1ao~ `~~~~~~(fQ~ vun~r ~ City ~1~~ le State M`~4 Zip ~J~ Telephone `T(~~ui 1~'l COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category , Residential Ventilation Category 1 Warksheet • New Energy Code Worksheet (~I submission type) Submitted Submitted • Energy Envelope Calcufations Submitted Have you previously constructed a building in Eagan with a similar plan~ _ Y _ N If so, 25% plan review fee applies. Licensed Plumber Telephone ) Mechanical Contractor Telephone # Sewer/Water Contractor Telephone # ~ 0 6 2004 I hereby apply for a Residential Building Pernut and aclrnowledge that the info ation is complete and curate; that the work will be in conformance with the ordinances and codes of the City a e 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 perxnit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ~IA ~G~~LP~Zr ~ ~ Applicant's Printed Name Applicant's Signature T r ~ ~ I ~l ~ 1990 BUILDING PERMIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) • 1 SET OF SPECIFICATIONS ~ 1 SET OF ENERGY CALCUTATIONS 1 SET OF ENERGY CALCS OF RENTAL UNITS OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WNICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. AUG i G ~'ECD~ To Be Used For: ' f'p?~h` ~ Valuation: Date: c~ ~Z'i Site Address ~~1 ~~a~~ u~c} 9~1?it}C ~~Ik~~~ OFFICE USE ONLY Lot ~ Block ~ FEES occupancy R3 ~=1 Q 1 ~ Zoning ~ R _1 Parcel/Sub,D~)~.F~I~E !S'T ~D~ u• Actual Const ~ B1dg. Permit ~8~.~ Allowable Surcharge D.$O Owner ~~,J,nj~;)~~h;Q ~7qy*~{r, # of stnries Plan Review -Q ,(X,1 I~t Length ~ SAC, City IODi00 Address ~/al L~~~-' y~~'~~a~ ~G•}~ Depth SAC, MWCC D OJ S.F. Total Water Conn G 2 ~00 City/Zip Code ir'~{t~~~ /it~t„~, 'j•.~9~a Footprint S.F. Water Meter D~DO ' Acct. Deposit ~(~J ~a, a - v~7 ~ r.nn Phone ~ ' Q~,~~„ On site sewage_ S/W Permit 3,pp r On site well S/W Surcharge ~$t7 Contractor ~G}~.,~.~ MWCC System ~ Treatment Pl. 257.no City water ~ Road IInit Address PRV Park Ded. ' Booster Pump _ Copies City/Zip Code SUBTOTAL APPROVALS Penalty Tf Phone Planner TOTAL 3 Council Arch./Engr. Bldg. Off. %y / Variance / s Address ? City/Zip Code Phone # vA~ua-~- D s . ~ ~ G.o,~AG~ ~ .R- . Y w ~ zZkZZ ~ y8y X i s= 72~0 ~ [3sv~~t- y4 XZ~~ ~!~l~f ' : „i ~ x y = zy _ Is-r F~oo2 ~r ~ e X~4 = 1~352 T3sm i r /A6$ ZKIp= ?2 _i iis9 x ~rl - ro~s~ ~rr~- ~ z~L ~ 4'~ = 1L3Z . _ I ~ X iy ~ (i3~~ - . ~ - , - . q9u xst; ,SO`eqy 1 34~I ys ~ S~~ ~'Q~ 1L~ 12= 1yc./X ~o- S~~D 1 N n~ ~oS , -AUG 15 '90 05:54 TO 6124523551 . FROM PROBE ENGINEERIN6 T-S17 P.02 ,~r/~/Sh~/N~ ~F..9L7Y flosc . , I,T'+ + ~.~,BB.o~ . ~NC~I~t~ER11YG C PLRNn6ftS af daLRNU S~URY6Y08S . ~ COMPAtVY, INC. L ..~.IUGU EABT 14871t 8TH687, dURH8YiL1.E, M1NNE60TA 6639~ PH 4a8•b0U0 ~ Certificat~ o~ ~urvey ~ I.~ga1 Descrlptlon :~.oT 9, ,B~ac,~ ~ FR/DLE Ri~E isT fJDD/T/ON, pAKo7q CDUrVTY, Nl/NMESD?A • C94!~ ~ ~ ~1~NOTES EXISTlNG ELEVATIDN ' (94Z.5~ UElVOTES PFlOn05~13 ~L~VAl'ION INUICATES UIITi[C!'IUN DI~ SUI•1FACE DRAfNAGE ~ 942.83 m ~INISI•IEU (~AfiA(aE f=LU~Ci ELEVATIOIV ~ 935~ l2 - ~AS~M£NT FLdOR E~EVATION 9~f3.1l~ ~ 7'pp OF BLOCK ELEVATION scAl.e e 1• ~ ao~ ` . T $ADDC~" ~t/DOL7 p,pi ~E . ,~o' ~',4orvr duru>irv6~ SETBA~ ~.JN ~290 6 ` 4 ~~~-~-s'~ 1 1 0 ,f~ ' ' ' 40,6~ ~`r~ss'~ 5z/' 32 ~~a R-6S'° ` ~y ~ ~ V •u. / / ~ .4 (9'~• 8~ % ~ 5 E~G~aIV E1VC.~I ~,~R FVG Fj~ '~!s' i,; ~ ~ ~ ~~i, C~92, s~ .24_ ~ r ~2 (942, s'j ¢2, B ~ i~ 44.Op 8 zz.oo to1oo , ~ PRopa ~ (j~1 ~Q~ / °0 5~D ~C-,~I~E o r- A" HOlJ$E • I OROP- N 1 ~y~ \~b, / ..~iRC.HCrzssT~~ gi zz,~ ~ ~ ~ r_ `19-~00 ~ ~94z,o~ o ) o mNC. o n+RCE /9 j8 a`~ ' ~ V,' ti H+rro N~a~n~ OECx a J / ~ ~ ' / /8.0 ` 2.0 ~ O ~9as~. a~ .o ~ t u, ~93 y'~ FSWO (P34.8~ ~ ~ d_~_ 1 `~3g$; ~ 1 ~ ~o~ ~ ~ ~ : 9 ~5 ' = ~ , ~ s;~;o, o ~9.~.a~ . ~ 9$ ' . , DRAlNq6E AND N$'6 ° D5~ 22 /r~/ ~z-°'-D1 uT/L/Ty cf15EME~t/7 (ryZO,o~ 1{iereby oerlify Uwl tl~ls 1s a 1~us aud aorteol rep~eaenlallou oi u~inot nf 1a~~d na ei~own e~tid dasaribed h~na~~ Aa (ne{~ated by~ine on ltila~ /¢~day ot A~6~.ST ,18 9° , ~ Mi~~~~, n~u. rio. ~6oBS , . CITY OF BUILDIIdG DEPA&ThIL1~T ' ~:XTERIOR ENVA3,OPE AVEI2AGE ~~U~~ CO[•iPUTATION j (To be subrt~ttted ~vith building permit application) One or Tvro Family Dtiselling Owner llll Other __LO'~' 9, ~{,,,p~,k1~ Si.te AddressJ~~ F~C~'D6~ ~.ST DD~N, Contractor 7V ~ ~ Date Phone i gs-z4z LINEAL FEET OF E.'CPOSED Y~ALL _y~ ~~f,~p~K ~jj~E T~~ rt. above grade - Z4]Z.dd T' TOTAI, ~XPOSED 4VpI,L AREA SQ. FT. OPAQUE INALL COfdS4'RUCTIOid: ~~U'~ Value x Area Detail- -~~~d»1E ~~U~~ i~~j X SCZ• FT~ ?8~4.4 a reference C°~'k-' ~~U" .o9A~ x S FT. Z, S:OZ.(U)(p) .~U) ~A) from - R~M '~U°- .~40 x SQ. FT. f49 q-= 5.97 (U)(A) attached '~U'~ x Sa, FT, • _ (U~ sheets ~~U~~ x SQ. FT. _ (U) (A) ~~U" x SG~. FT. _ (U)(A) 71IIVD04VS: ~~U~~ Value x Area Pialce & Type ~`LUG, CyMIT "U~~ . [~.S n n n ii x SQ. FT. IZ.CO = S. Z(U)(A) u U x SQ. FT. _ ~U)~A) n n 11Un x SQ. FT. c ~U) ~1~) nUu x SQ. FT. _ ~~)~A) DOORS: "U" Value x Area i•lal:e & TYPe n n 49 0 =_.___IL~(U)(A) u n ---'~_~Su np~i ' I~ x SQ. FT. . ? _ .47 x SR. FT. 105-0 = 49,35 (U) (A) n n nUn X S~. FT. _ ~U)~A) - x S~. FT. _ (U)(A) ToTn~,s _Z472,oo s~, r•T._ Z13-S(a (u) (n) AVERAaE ~~U~~ TOTAL (U)(A) VALUES ZI3.g(p _ DIVID~D BY TOT11I, 1'IALL AR~A ZR-72.0(j AVliRlta~ ~~U~~ , 15 r less for 1&2 family dwellings ROOF/CEILING: 'POTAI, AREA: J, pQ ~ Detail reference ~~U~~ ~bZ3 x SR. FT.- 147/ _,Tj (u)(p) from ~~U~~ x Sc~. FT. (U) (A) attached sheets, '~U~~ x SQ. FT. Describe onenings npn = (U)(A) in roof. „U~~ x SW, FT. _ (U)(A) x SR. FT. _ (U)(A) TOT/~, (U) (1\) V/1LUES DIVI?PD BY 7,~.~~ _ 7oT LLj ~ 7 54,~ 33. .533 TOT/tL ROOF/C~ILITdG AREA • OZ'~, AV~RAG~ ~~U~~ , 25 or ventilated roofe. --YlIILL GEi;31uN-- Determining ~~U~~ values At Roof~ Wa12~ Rira~ and Conc. Bloclc _ I 5 ROOF/CEILINa R VAI,UE t 1.) Interior Air F'ilm 0,61 2.) 5/8~~ aYP. Bd. .56 3. ) Insulation 4.1 . - 5.) Exterior Air Film ~ 2 3 CSTILL) uUn = 1/R= .OZ 7~ 'TOTlIL ~R)= ~,I$ _ -lJ - • - gO YJALL (R VALUE O 6.) Interior Air Film o.68 7.) ~YP. Bd, .45 S. ) Insulation Jq,oo " 9. ) ~urLT- iTE Z, oQ~ 10.) Masonite Siding .67 , to 11.) Exterior Air Film ,~7 , ti ~~U~~ ~ vx=. -a~-3 ToTnL c~~=Z3_o~ ` r 12 RIM R VALUE ~jj~~______ ~C ~3 12.) Interior Air Film 0.68 , 1 13. ) Insulation ~9.00 1 14•} 2" Fir Rim Joist IS ~ 5. ) b~~LT-'l~rf~' 2.04 J 16.) Masonite Slding .67 17~) Exterior Air Film ,~7 . o , ~Q • . . u0n = 1/R= , a~p TOTAL ~R)= ZT ~4 .po ~ . • ~ FOUIIDATIOId R VALUE 18.) Interior Air Film 0,68 71 r . ~g 19. ) O p° p 20.) 7z U° ~ 21.) 12" Concrete Block 1.2$ d 10 22. ) ~oID. II~SvC.i g.oo 23 15 23.) xterior Air Film ,ly a L~° • (go . ~ nlJn = 1/F?_ ~OqB TOTAL ~R)= ~0-~3 , !1 Wo~K-. ~if~~ET 11 %~~i ~X~vS~D WA+-~. ~4 S x~Z~otZ~+4~o+4~~ = zoBS o~ q•S XCiz+rzts+4~ ~ ~4z.oo .3-o x (7+~) _ ~f•z.oo C'o c, Z`~72•00 ~ •~7x (5z+9z-r zq-+~tz~ = IZO.~o 3-O X ~.7~7, = 42.00 I(~Z.loO~ ~tYt- _ 8~ X~sz+-qz+z4~~z~ = 149•4n , , ~,JirlDowS Zo x~~ = S. o X ~Z = lo, o , Z4 x~~ _(o• o ~C 3= ag, p Z~ x48 = Co•7 X 8 = 53. Co Z4x4$ = 8. o~ 5= 40, o 1zJ.r~o ~ Az~z-5 3' srt. w/s~c, = 2g,an Z$. fyL, 5~J2 = Z1.oo 3= A~t~~~~t - z j.o p l~° ~~-f,o c 2 = B4.oo !S-~ ~~'f ~XpoSGb I,~~~-. ~QJE~c,s D~ (~~oss w~}L.C_ z4-7z.o~ ?~x 9~ = !J4¢ ~ zx ~s.s = ~ r G~ss Co~c, l~Z.(no IZ ~c zz. 2lvq- ~r 149•4o QX4 = ! ~P w~rlDowS rZ~.loo -587. ~OO _ qx4 - ~ ~ D~x.s ~s4.oo 188440~' ?471.~ ~ RESIDENTIAL BUILDING Permit Application City Of Eagan ~ Q"?~ 3830 Pilot Knob Road, Eagan Mn 55122 ~'3 Telephone # 651-675-5675 FAX # 651-675-5674 New Construdion Reaulrements RemodeUReoair Reauirements Oifice Use Onlv 3 registered sde surveys showing sq. ft. of lot, sq. % of iwuse; and all roofed areas 2 copies o( plan CeR o( Survey Recd (20%maximum lot cover~e allaved) 1 setof Ene~gy Cak.ulations (or heated additions Tree Pres Plan Recd 2 copies of plan showing beam 8 window sizes; poured found design, etc. 1 site sunrey for additbns & decks Tree Pres Not Reqd lsetofEnergyCalculalions Addi6'on-ind~cateifon-sifeseA~~system _On-siteSeptlcSyslem 3 copies of Tree Preservation Plan'rf lot platted after 711193 Rim Jost Detail Optlons selection sheet (61dgs wiN 3 or less uniLs Date ~ / ~ / ~p C,~~onstruction Cost Site Address ~~~p S q-~~(~ f~ 0' a'~( ,7U U~ UniUSte # Description of Work ~ /L ` F~cSCT{~ ?-e ~ (.1 i v ~ Multi-Family Bldg _ Y_ F ~replace(s) _ 0 _ 1 _ 2 Property Owner J f r~ ~ ~ J ~~.~j/~ Telephone # (~J ) ~O ~ ~ ~W~~ Contractor ?nQ~J{ ~~~1 [ /J Address ? aa ~r ~ I 7 Q ~ 47j 5 Z' ~ City ` State r~.~ Zip -~-~Z Telephone # ( ys ~1, / (~`7~ ~j ~ ~ oG COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesob Rules 7672 Energy Code Category . Residential ventilation Category 1 Works ~il r~ • nergy Code Worksheet (J submission rype) Submitted - D~(~r~ b itted • Energy Envelope Calculations Submitted JUL i 6 20C3 ~ Licensed Plumber Telephone I) Mechanical Contractor QY- Telephone=#~-=-+) Sewer/Water Contractor Telephone ) I hereby apply for a Residential Building Permit and aclrnowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application far 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. c~-~lf,~- F~~~~~ ApplicanYs Printed Name Applicant's Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA147052 Date Issued:12/05/2017 Permit Category:ePermit Site Address: 726 Saddle Wood Dr Lot:9 Block: 7 Addition: Bridle Ridge 1st PID:10-14996-07-090 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - Kristen D Hughes 726 Saddle Wood Dr Eagan MN 55123 (847) 687-3781 The Fireplace Guys LLC 680 Hale Ave N #110 Oakdale MN 55128 (612) 326-1919 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink _+y of E4 For Office Use i ".. @ ! t t q 4*tit 4 '/ Permit#: • m Permit Fee: t// a N.bttsNsc Date Received: 3830 Pilot Knob Road I Eagan MN 55122 Staff: Phone:(651)675-5675 I buildinginspectionsOcityofeaxan.com J 2017 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: I a - 2 O-/-7 Site Address: '7 02 (e, s� 4 le i-„o 1 di- s v-e, Tenant: Suite#: RFMNIMAitmv#1 Nam '/e: C� f s S-) e.r, /9 A 10'a...f Phone: 8 9 7_ & 8 7 3 -.7 8 la,R1B:Sideti •• - s/City/Zip: Name: .1,, License#: PC. (o ltq 3 S 8'" Address: rmaluci. City: P.O.Box 22172 ( .r / tom, X/ Z S Z ` State: Zip,�an.MN sal22-0172 Phone: t k 4 y Contact: ( k-' iiike Email: New eplacement —Repair —Rebuild —Modify Space Work in R.O.W. a Description of work: `- RESIDENTIAL y-.17Vater Heater Water Softener w, p Lawn Irrigation( RPZ/—PVB) Septic System Add Plumbing Fixtures( Main 1 Lower Level) New Water Turnaround }-taiMNMISiaalRZEQ Abandonment RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener(includes State Surcharge) $60.00 Lawn Irrigation(includes State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround*(includes State Surcharge) "Water Turnaround(add$280.00 if a 3/4"meter is required) $115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEES$ 7 o 0 - U 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.gopherstateonecall,orq You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the Cityys website at www.citvofeagan.com/subscribe. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x On Wk. Sc '° Pt? x ILI/5#7.1--„, _ Applicant's Printed Name ant's Si nature l f r n., X x 4 c f 'w 3 q ,� �� �� �� ��t�l�9 :� �' `� ate�..� f �Y "T�' x. 1$40*, _ . .,msL ,. .. .,.. .S. s x f.d z....=. >t ., a��'r1 �x. n PERMIT City of Eagan Permit Type:Building Permit Number:EA153687 Date Issued:01/14/2019 Permit Category:ePermit Site Address: 726 Saddle Wood Dr Lot:9 Block: 7 Addition: Bridle Ridge 1st PID:10-14996-07-090 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Kristen D Hughes 726 Saddle Wood Dr Eagan MN 55123 (847) 687-3781 Krech Exteriors Inc 5866 Blackshire Path Inver Grove Heights MN 55076 (651) 688-6368 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA156007 Date Issued:06/12/2019 Permit Category:ePermit Site Address: 726 Saddle Wood Dr Lot:9 Block: 7 Addition: Bridle Ridge 1st PID:10-14996-07-090 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Kristen D Hughes 726 Saddle Wood Dr Eagan MN 55123 (847) 687-3781 Krech Exteriors Inc 5866 Blackshire Path Inver Grove Heights MN 55076 (651) 688-6368 Applicant/Permitee: Signature Issued By: Signature i16-d --C-er For Office Use q-qt- , • • Permit#: ! e6„ EAGANPermit Fee: EaCE1VE. Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-56• AUG 0 7 14 Staff: p8 buildinginspections aC�citvofeaaan.com ZQ� BY: 2019 RESIDENTIAL BUILD ' --Al! APPLICATION Date: Site Address: Unit#: Name: Kf>t'S 41" 14 In Le 5 Phone: TN 7"CrEr7 J 8 Resident/ Owner Address/City/Zip: 7c 1LI Seadldt4bbd CIA. ` AIes" Yv 55.3a G Applicant is: X Owner Contractor Description of work: % vti- Re�l pN " � 4� trrb 4 ger Type of Work Construction Cost: 1 � ODD Multi-Family Building: (Yes /No X ) Company: k'C?Ck ex iCI RS Contact: [A 1 A-alt S -3)1D Address: S$c.cI Black:It•re I M City: -�;Wcr �c c / 1 Contractor • s State:i Zip: 51507cr Phone: :2("(ef'!0 Email: 1 I I44ae® t d,6144am et License#: Q c.5 I J-27 Lead Certificate#: If the project is exempt from lead certification, please explain why: � �, • �/ Zi; c1 C i 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:_Plans and supporting documents that you submit are considered to be public in rnaation. Portions of the information maybe classified as non-public if you provide specific reasons-that would permit the Cfty to codtlude that the 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.gooherstateonecall.orq 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 sta 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. Xi x t APP licant's Printed Nary A ant's Si at re 1 -7(2 (0 5Aic Good Die, / __; -7/e DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch(3-Season) — Exterior Alteration(Single Family) 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 ,o Valuation.. . 1410 Occupancy .-/ . PACES System — Plan Review ..ti Code Edition ato'/3 .SAC Units --- (25% 100% ) Zoning rZ --! City Water --- Census Code I13V Stories Booster Pump — #of Units , • ' -•',/,..'" "7 Square Feet -- PRV #of Building's ` '' ' Length ' Fire Suppressi Dn Required Type of Construction $ Width REQUIRED INSPEOTIONS, . ► ' Footings(New Building) Meter Size: • Footings(Deck) -' . .FirialbC.O. Required Foc, ings.(Addi,tion). • . •. , - Final I No C.O.Required FoundatiOri Foundation Before Backfill 'HVAC Service Test Gas Line Air Test Hood Roof: Ice& ater Final Pool: i=aotii gs• *7 Air/Gas Tests Final ifr- Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In Air Test Final Siding: Stucco Lath Stone Lath Brick EFTS Insulation 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: , Building Inspector RESIDENTIAL FEES Base Fee L.,1 ..2A Surcharge Plan Review .3.1 2L MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Radio Meter Read Copies .+. f TOTAL Page 2 of 3 For Office Use �619103 1q Permit#: Permit Fee: (� Q Date Received: ll/ 3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 E"�E IVE (651)675-5675�TDD:tY 51) 454-8535 I FAX: (651)675-5694 JUN I� � 9 2020 L Staff: ` buildin inspections ci ofea an.comr/1 C6 t 2020 RESIDENTIAL BUIL APPLICATION / 726r Date: 6/9 2020 Site Address: Saddlewood D . unit#: Name: Kristin Hughes Phone: Rde'It 726 Saddlewod Drive Owner Address/City/Zip: } Applicant is: Owner Contractorg Igliri111s1<,F. J Description of work: replace 2 existing decks - using same dimensions Construction Cost: 49,000.00 Multi-Family Building: (Yes /No ) .{f Company: Krech Exteriors Contact: rfi '��rgt Address: 5866 Blackshire Path City: Inver Grove Heights State: MN Zip: 55076 Phone: 6516886368 Email: ssuess@krechexteriors.ci BC583274 NAT74535-2 License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: 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: s` r t a e ♦ "'.le..t ✓ •" t t a➢ e a t t't r 9{f *"♦ t a4.e"r P �d-k wt `�i , t 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.gooherstateonecall.orq 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. xBrooke Haase Applicant's Printed Name Applicants Signature DO NOT WRITE BELOW THIS LINE --/ kuuDi- I W T03 .SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) 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 _ XReplace _ Repair Egress Window Water Damage Retaining Wall •Demolition of entire building-give PCA handout to applicant DESCRIPTION Et Valuation S 01,0 Occupancy `I-a-C-1 - MCES System Plan Review Code Edition MPR(- SAC Units (25%_100% X) Zoning (z-1- City Water Census Code Stories Booster Pump #of Units Square Feet 5"75 PRV #of BuildingsLength Fire Suression Required Type of Construction PP-ILO Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) x Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test Hood Roof:_Ice&Water _Final Pool:_Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In Air Test Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final — Sheetrock Radon Control — Fire Walls Fire Suppression:_Rough In_Final — Braced Walls Erosion Control Shower PanOther: Reviewed By: l'- ' _ , Building Inspector - RESIDENTIAL FEES Base Fee `E P. L( LEFT { 'E5,T c&L. + �•r�CT(t-S , Surcharge Plan Review MCES SAC 11 S X 1 _ 207 St �� City SAC Utility Connection Charge (� ,1 S&W Permit&Surcharge (L PLAC 12 j'(r t�T (lAsTi t)i L L- i C. .AT1zS/ Treatment Plant % Radio Meter Read A� ? SEAW%) C'©P-LWS P0514 F-61°610 I z��AAA) Copies /C X / . 22'4 6e >c- TOTAL /` x / - 1 b Sy, F(- Page 2 of 3 leNdk y47 s .F1- 2< IV,s Tec S 6: h 7 2 6_ s .4 n:�4'. 1Ai r.t:P Piz_ - .6 1A„t t of Lv CI 1)g-4\4 NV GN e ' t 3 ) I hereby certify that this plan. spcc ficaften, or report was prepared by me or under my direct supervision and thr; I am a duly Registered Professional i'•qq neer under the laws of the State of Minnesota, mast rsr F ill' Brian R. Dobie, P.E_ '`' / L _ ;.- Date�., +'% .' "' .��i`tL�id 9798 _. .' /T 01// /4,1�; `' � `'�--- SET" _ jtN .170 ' - ‘ V ,-. —1; ----... c, t14,- 4%._ s 4irlig**- VA �/ , -- V7 to f54, e . EN I Due I G Y' 5 IJ 7~ 4 �f , `. "b1 44.40 roe h F �- z ,r,,,,,,�,,c, S z i � ;� k 151 -r r ''t v �' ,_, 61, qv, Gam- / A� { `h W APAIZI - " ' CCC EEiff 1J" / K ! 1 L,r , < I - ✓' t3 j li ` g kg ii•a js'S `, ► •fi;::7-%-* / .4. iw ` :—t a3`{. ",V,‘,47114... . 1 ,� 110 ,,,, 64 D).3 1; -/ (7 .a> i7� 95 AW .......� _ (7z0.0) 1\ MA0--kEl7 -xii,J !A.J()VN� ii KEocY0� 0L (9— LeCT 0E1-1- )1-x l� , l�ot r icp- °eco-• 19 xis --�/!9 .� / [iLJL :i. L EY .At'EWE SAM PAr simEstITA ILL 6A-1504766 CUL it 2J;SS, PROFESSIONAL ENGDIEIRLNO CO' SWA IS INCORPORATED July y, 2020 Krccth Exteriors Attn: Steve Suess 5866 Mock hire Path Inver Grove Heights, MN 55076 Project: Kigh ,foundation Repoirs 726 Saddlewood Dr. Pr JZ/piit # l G /qq 3 Eagan, MN PEC #55513 Dear Mr. Suess: RECEIVED JUL142020 This report concerns our on -site review of fhiee of the five supports for the high timbers to replace the existing foundation system tot the existing i structure. Other supports writ be requited for the lower level structure in the same renovation work. On July 8, 2020. we arrived at the site where demotion and reconstruction was in program. The three easterly (assuming front of building is grid north) deep supports were being removed for the reconstruction work in progress. the very east support foundation lower portion of the concrete caisson could not be removed. Here we instructed it be test in place. since no settlement of the structure hod b€en observed. Above this east caisson there had been concrete block which had been placed and Red with cementittcus moteriol, The lower concrete in place was estimated to be at least 5000 psi compressive strength and very sound with one central #4 reinforcing bar. We instructed the crew to leave this element in place but sieve it with at least t6" at new concrete. using a 9" minimum diameter casing in the formed earth cylindrical excavation. We norther recommended at Least six #5 vertical bars be placed in the new caisson section. stabbing the tars in place after the lower concrete section wos covered by new concrete material. Please refer to the attached sketch in order to fully understand the foundation repair. the next concrete lower caisson could be extracted by the field crew after digging down alongside the caisson using a 30" diorneter round exo ration. Once this section of foundation wos removed, we instructed the crew to Sit that hole with new concrete Page I of 2 aa`c 115558 RECEIVED JUL 14 2020 material, again using six #5 bars for the upper region, For the third foundafion. we again left the lower segment in place and used the same construction detail for this installation. For all three completed concrete ptaccmcnts. we advised ,Q lop coi ar consisfing of 16 to 18" diameter monolithic concrete be placed obove ground level to provide a separation of the ground from the timber structure. We advisee a center dowel of %" repor be ploced and inserted into a picot hole in the bottom at the new limber support. Eoch timber support should be pre=drilled and Bled with fibrous root cement to reestablish the treatment of the wood member when it is erected. We expect the remaining high timber supports will to installed in the same manner but do advise these installations be inspected in turn, as well as the tow timber supports in the rernoining construction process. We further advise the two odded supports to the east end of the construction project be instof ed using a 4' embedment. We will have to see if any additional requirements must be advised during their instillation. it must be understood these foundations are ali being replaced as a result of lateral instobiliiy in the foundation support system after several years of use. We hod not seen any insufficient bearing capacity in these foundatlons but had seen both lateral movement of the foundations and a type of coturnn buckling occurring as a result of the materials used in the original construction. The new foundations will have deep embedment and an actual increase in bearing capacity as a result of the larger sleeves required for the deep connection repairs. In addition. the new columns wa 1 hove a material life of several decades more than the previous unstable foundations. 11 s our understanding these new corrections are being performed under permit oversight by the Local Building OfficiaL At the completion of the foundation work we will repair a report of closure which you should then forward to the Building Official as part of your inspection requirements. Respectfully. Professional Engineering Consultants, Inc. Brian R. Dobie. P E. President 1 hereby certify that this plan, spcC,ticalion. or report was teIared by me ur under my direct supervision and tr;r r am a twig Rericsterect Professional -.naer tinder the laws et to State o` Mmnnefinra. 3 Brian R. Dube,. !►.E. r -�. Date r i` Reg. No. 9793 Page 2 of 2 IKi NF,RXELF.Y AVENUE SAINT PAUL NINNFSI)TA SSIOI TCL- •)I-410-'I."6A FAX. 65I -4fO- f265 CF.LI LSI.4704751 /PROF/.1�St°NAI. ENGINEERING CONSULTANTS INCORPORATED / /14/P tlherebv certify :hat this Walk. or report was prepared by me or under my direct supervlsbon and that 1 am a duty Registered Professional Eng:neer under the laws Lit the SZitte Of Minnesota. < Date Reg. No. 9799 6 - ---...._ 72 , c4CA 5 r3Ag$ t6"C" DD RECEIVED JUL 142020 RAi'rfP Dc C.,..Icez•efeNA2 / y 7, & ii .0104-1174,0 54 d yr # CAP ft�AJ . 4 u; esZ 4.?/6 Ar 5 5.61% D, ,4• 4S LF-Pier ETA Aki.L.4 ts1LiL '.' SAINT PA r, i$r`+'STSCITA 4'rlt-rr TIM 66 —*X9:0.411, FAX L?E CUL ¢',l PROFFSSIOlti.%LENGI.1EERLN fONS*,L'IANTS 6°:CQKPC3.MAl£L) July 16. 2071) Krech Exteriors Attn: Steve Suess 5866 Ettackshirc; Path 'Inver Grove Heights, MN 55076 Project: Foundation Construction/Interim Report 726 Saddleweed Dr'. ?/fib-/ylir. / G/ 7Gt-1 Eagan. MN PEC #5558 Dear Mr. Suess: RECEGVEL JUL 17 2020 This is an interim report on the installation of deep foundations for the rear deck and £unroom construction at the single fomiay dwelling at 726 Saddtewood Drive. Eagan, MN. The previous foundations were found to be unstable and correction was required. We viewed the original construction and found the foundation piling had several hinge points. resulting in lateral movement of the foundation elements. Krech Exteriors was designated as the repair contractor, and our firm was directed to provide technical assistance. Both the Lipper and tower docks and building addifion were demolished and shored up, respectively, awaiting new foundation systems. The five foundations for the high deck and oddbfion were removed. white the throe toundations for the lower deck were also demolished. In all of the work the tower piling for the toundations were salvaged while the upper reaches ot the foundations were excavated and removed. The original timber columns were also removed. We had originally figured 16" to 18" Sortotube foundations would be installed. extending down approximately 6' below ground surface. However, when the actual foundations were unearthed, the upper portion ot the foundations were deteriorated and severely damaged. while the lower portion of the original piling were found to be in good general condition and were left in place. The original foundations had not settled, but the intermediate concrete block extensions had generally failed in lateral movement. We Page 1 of 2 • PFC ft5558 RECEIVED JUL 171010 therefore directed the contractor to remove down to the original stub columns and widen the 61/2* deep excavations to receive minimum 30" diameter x 6-1 /2' deep concrete caissons to encapsulate the lower piling with minimum 16" thick sockets, ad. ding s x #5 bars in circular fashion to reinforce the socket and upper caissons. This spread the loarhngs too minimum 30" diameter. The caissons would now boar on sand and gravel materials. the same glacial drift soils which had received the original stub Wes. At this point, all three support foundations for the lower deck hove been placed. The one to the right will share o foundation with the high deck construction. Therefore. four of the five foundations for the higher deck have been satisfactorily installed. The contractor has one high column foundotion and two side column foundations for the higher deck to go. These will be installed next week. The question arose regarding the earth forms for these caissons and the slight faring of the upper region of the caisson. concerned if frost would grab this. The whole point of the earth forms was to eliminate exterior backfilliing. Saturated backfall soils account tor most of the adfreeeng problems with post footings, fence posts. and some deep foundations. If you eliminate the possibility of saturated backlit) soils. you can't get adfreezing. If you do have saturated backfill, the soil cuts fake a liquid. and 0dfree7ng occurs. We ore not worried about lifting "snow -cones" if there are no serrated soils to freeze. The question also arose regarding capacity of the swedgo anchors used in the lower ledger board. The anchor bolts are 5" overall Length which provides a minimum 3" embedment in the structural concrete at first floor level. These anchor bolts should hove a pull-out strength of over 3000 lbs. per bolt. which s satisfactory. Although the joist hangers have a rated satisfactory holding capabitily tor all of the joists. we are partial to embcdc ng them with solid blocking glued in place to develop a moment rather than a pinned connection at all joist ends. This will result in smaller long- term deflection of the joists and a more solid feet for people walking on the deck construction, but this is not an absolute requirement and is considered an elective item. We will follow through with the last of these inspection reports at the completion of the foundation work. Respectfully. Professional Engineering Consultants. Inc. Brian R. Dobie, Pk. President Cc: Jeff Wheeler, Cagan Building inspector 1 hereby certify tart this. ite . or report wee pfepaTec .7tar i`"aemy direct s:ine.resien rine It Registered Prole s;ar.; ,.flair the lees o= ye r+• . Fes• e_ 1, Brian fi. Dobrc. P.lr. �.� (-7 Date Z'' G Reg. No. Ma Page 2 of 2 13'! SUU LLEY AVEWE SALT PALI, MINNEESOTA `1Q` M. 6'�1J5c-, '66 FAN 6)1 4S10 GILL VI a ;V IS' PROFESSIONAL ENGINEERING CONst L 1,1. I July 23, 2020 Krech Ectercxs Attn: Steve Suess 5866 Blockshire Path Inver Grove Heights, MN 55076 Eaundotion Construction `rinnl Perc'-t /26 Soddlewood r . . /li7 qG3 Eagan, MN PEC #5565 Dear Mr. RECEIVED JUL 2 4 Z020 This report concerns the final inspection ot the soil caissons for the porch and deck construction al Soddlewood Drive. Previous reports were sent out as foundation placement occurred. The deck construction was dismantled sand the porch construction was temporarily supported whae several soil Caissons were rcpiaced for the rear construction at the house, The previous foundations were found to have buckled and moved because of structural failure of the existing 12" foundation elements. Several of the previous foundation colhJmns were tinstoblc due to internal instability problems. It should be noted none of the previous construction had foiled due to settlement but had moved laterally because of slenderness of the construction and instability ot the existing soil mass behind the house. This had affected the integrity of the two decks and threw into question the stability of the existing porch construction. The homeowners elected to do away with the existing foundation elements and start over with the construction system. Over the past many days the old construction was removed to the extent necessary sand a new foundation system constructed. There were three pieces of construction invotved a lower deck to the west; a higher deck to the east; and a porch at upper level in the central rear of the building, presuming the building to face approximately north on the: property. Where practical, the existing deep foundations were retained. Here. the upper reaches ot the existing deep foundations were salvaged but structurally capped with new Portland cement concrete which was steel reinforced and extended at Iccist 16" to Page 1 of 3 PEC #S565 18" below the top of the existing foundation piling. These were reinforced concrete fiction piers which also had developed end bearing capacity for the superstructure Ioads. The nc:w c.oissons extended approximately 6-1 /2' to 7' below existing grade, which was not changed across the entire breadth of the construction area. The correction building plans were not changed as far as foundation layout was concerned except an additional soil caisson was added at the mid -span of the east end of the east deck construction during this new work. However, many of the new soil caissons were substantially increased in diameter to accommodate the structural connections and odd additional end bearing to the foundations. In general, all seven south caissons were increased in size from a typical 32" to 36" and as much o5 42" in diameter in order to encapsulate the lower existing piers with at leas' 6 to 7" of lateral cover for the actual pile elements. In order to allow this flexibility of the upper soil caissons, this departure from original plan was necessary to accommodate the actual location of the lower toundationsand provide a stable connection. In addition. since the upper old fill material was considered frost susceptible, if saturated. we directed the caisson structures be soil tormed rather than receive a Sonotube form, sincr.. boc_kfillinj with the old fill material or with select imported sand material could not guarantee the new hacktill soils would not become saturated and create o condition for saturation with no drainage opportunity. This would have set up a condition for renewed adfreezing in the existing soil system. On this last date of Wednesday, July 22, 2020. the fourth foundation from the right (east) was excavated and the three smaller caissons along the east perimeter of the high deck were excavated and inspected. The larger south caisson removed the upper unstabie block materials to expose the Tower deep foundation. The three east foundations were carried down a full depth of approximately 6 1/2 to 7' to expose competent soils. It was found the two north former caissons. or slender piling, had completely missed their mark and had ended up just north of the new ca sson excavation on proper end bearing sod materials. These two north old caissons were therefore lett in place while being completely abandoned for the new larger diameter caissons. The south caisson location was excavated to provide more stability tor the upper deck. During concrete placement. all tour ot these last caissons will receive sue tt5 vertical rebar, the same as the other new caisson foundations. This will complete the construction ot nine new massive caissons to replace the former foundations and provide a working base for eleven timber 8 x 8 treated timbers for the superstructures. The west caisson wi[ support one timber for the lower deck and one timber for the existing porch. All caissons will have a top cap which will extend 6" above existing ground surface. The timber locations will be precise with the superstructure while being axially positioned on the massive caissons to direct bearing down to the existing deep foundation elements. These caissons will increase the bearing capability of the tormer foundations and reassume the capability of the previous deep foundations tor the rebuilt decks and porcn. Since no backfill material has been involved or required for the new foundation systems, there Will be no opportunity to develop o saturation condition to create adtreeing and Page 2 or 3 RFC tt uplift. To further address drainage in tale existing soil system, we care directing the contractor to Cover over the tops at the existing new caissons with to mixture of sand material and commercial bentonite clay. This will create a protective umbrella in the soil system to address the contact one between concrete and existing embankment. This additional inexpensive feature can be incorporated with the topsoil dressing 10 allow future lawn development, The bentonite mixture need only be a few inches thick to serve 915 function as a waterproof cap. If you have any further questions. please do not hesitate to call at 651-470-8753. Earlier today we had the opportunity to observe the workmanship of the replacement deck construction in progress. the new deck materials were very high quality and the workmanship observed far exceeded the previous construction attempts. The completed restoration work will be of excellent construction if work continues as we have observed. We are sending this report directly to the Building Inspector who has repeatedly returned for continuous inspection activity. Y. Professional Engineering Consultants, inc. Cc: Jeff Wheeler, Building Official, Ct I hereby c:ertity thaecifid:alon, •r re:AK war, prepared by me or unsier my direct Suip!rvisi•n aria tear I .am a ruly Registerw; nrdfc.s;.yona Engineer unaer the laws or the State of Minnesota. Pjgc 3 of 3 PERMIT City of Eagan Permit Type:Building Permit Number:EA162791 Date Issued:07/28/2020 Permit Category:ePermit Site Address: 726 Saddle Wood Dr Lot:9 Block: 7 Addition: Bridle Ridge 1st PID:10-14996-07-090 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Kristen D Hughes 726 Saddle Wood Dr Eagan MN 55123 (847) 687-3781 Krech Exteriors Inc 5866 Blackshire Path Inver Grove Heights MN 55076 (651) 688-6368 Applicant/Permitee: Signature Issued By: Signature