The URL can be used to link to this page

1364 Michelle Dr Use BLUE or BLACK Ink ~ For c?Me tlse I j Permit City of Ea aIl I ; I Permit Fee: 3830 Pilot Knob Road ; Eagan MN 55122 R E C F? F n D I Date Received: -i~), Phone: (651) 675-5675 I I Fax: (651) 675-5694 FES U 3 2011 1 sue' ; 2011 RESIDENTIAL BUILDING PERMIT APPLICATION I^ I Date: d ll I ( Site Address: 114r`c 4 - t I e 0-'- &pe Tenant: Suite RESIDENT / OWNER Name: mi k-6- 9 Leek 6& ker Phone: Address / City / Zip: ! ~4UC Aar 1C`cl Applicant is: Owner Contractor TYPE OF WORK Description of work: ~7/ ~Sc~rr.~ tTvzti - ~ec.le 5~c3ft J-tk AJ4 (-4. ,.,L) f r s 94_ ,r Multi-Family Building: {Yes /No .4 Construction CostCL* CONTRACTOR Name: 3 wi are k-d' d;;tc License Z {Q J--! 7 3 ~ Address: 3S l ! 5F LAJ ` A) Lo' City: 0 j+tc 6--tw e State: /1 -J ` zip: S-S-6 /I Phone: -26 3 7 S-3- 6 0 Contact. 4r1JHV 'ar✓ Email: (Z L&C_i 4S4 1 6) a04-r CEO COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. 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 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 ' not to start without a permit; that the work will be in accor nce with the approved pllan in the case of work which requires a review and approval 96 pl s. L1j L&j t.s -16 ~JGAj x ( I-LdA WAI~ x Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE C C` ° SUB TYPES _ Foundation Fireplace _ Porch (3-Season) Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi _ Deck Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) _ 01 of Plex _ Lower Level _ Pool _ r Miscellaneous 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 l Valuation l 1~ b Occupancy t h e MCES System Plan Review Code Edition ►p,. ~0,?7 SAC Units (25%_ 100%4 Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of construction _Y Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: -Ice & Water -Final Pool: Footings Air/Gas Tests -Final Framing Siding: !Stucco Lath -Stone Lath -Brick Fireplace: Rough In Air Test -Final Windows Insulation Retaining Wall: _ Footings Backfill r Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee" Surcharge tv" Plan Review 1 ;2,n 360 MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant r Copies TOTAL s, 0 Page 2 of 3 ~,F,1WWtiT NOIAEs r IC11I 1 ~ h 6 , 8Yo ~ 6 7 9p s t rJ Y 4 J/N ~ • y ~ ~'y tl 0. 13 4 1 ~j Q { Tep or p4lf 2o•ua - rX•ht. y S .y 1 ratEr 84 0.7o i S3 r-~y~ GAC one ~ J r'Kor+oSE~ ~ q 39 ' a a t° N .S 8-a ~ ~ O ~ a 4w ' 1 ywt S 1 ~ I V 1 ~ ! S I ' t-t N Y~ v SST ~ t~~- • LO-T 9 a 1 U J 1 ' z safEa En PLA p1t 8 s EaE~sNr ~ Pur 5 t INCH 30 FEET 1 (813D "(880,0) 8U.Q0 N 89' S3'r0" E tee. T n l.A. ( 71- 1111 of ar Hill. nc,- -4 2: K r ztA ,j ii O + mR) r1./~tl~VL1J Llri(i-J ! SURVEYORS QT o v z. _ Q N S1 m - n its W CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: M i I N l l t t i? f IIi 1? 'Qltil ( I. Y PERMIT SUBTYPE: ,, INSPECTIDN RECORD PERMIT TYPE: Permit Number: Date Issued: I y ? i o r? s APPLICANT: Ilk :?. ?.. , E TYPE OF WORK: .. - ?t ? ?-??- ° ? r ? ??-?.i :.t `` _ _-: p???? ???. ?, ??t.? ?•s? _? ,?t:?.h'8 fi11 I 1 11 I Ni" H.• 1.,/ ti H! l0fi /'o.i 7 J PermR No. PermR Holder Dete Telephone # S!W PLUMBING HVAC ELECTRIC ELECTRIC Inspftlfon Date Insp. CommeMs Footings I Foundetion Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orsat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter EngrJPlan Bldg. Flnal Deck Ftg. Dedc Final v wen Pr. Disp. INSPECTION REC4RD CITY OF EAGAN PERMIT TYPE: `3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Oate Issued: (612) 681-4675 SITE ADDRESS: t_ ? ? 1: q Ft !. [? C k N F t' M F f I E n{t illiilit M vAi LEY f+rl' i 1WI V4i 1 11,41 APPLICANT: PERMIT SUBTYPE: tttl i i:llER lMMnfiU I E MEa (612) 6na°0168 TYPE OF WORK: 4411 ri is iN6 A:'r??•?t{ri '0/yb kl 11 ttA f I ti?4 INSPECTION DA • D• f'?itti,ll [ P! F`1 I{? ; I t!t+! ? 1- -1 ? J permR No. Pertnit Hol Date Telephone # ELECTRIC ;1/O i(O ? PLUMBING ??- HVAC InspecUon Date Insp. Comments FOOTING5 FOUND FRAMIWCi f ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG OR5AT TEST BLDG FINAL BSMT R,I. BSMT FINAL DECK FTG DFCK FINAL BUiLDING PERMIT To be used for sIP ti?/GAR ..,.... ? .:-a s. ? . .?-..,?.-- ?,.. ?. -?---• -• . y, CITY OF EAGAN 4! 17418 Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 -. , - Receipt # alue Z92,000 Date ,ion 2 . 19.Q0- Site Adqress 1364 MiCNEW.i DR1VE OFFICE USE ONLY HIDnSN VALLEY Lot Block Sec/Sub . R-3 M-1 Parcel No. occuPancy FEE S ?=1 KNI E zoning W . * GHT 1NC Name (Actual) Consl y.`p 81dg. Permit 6".? ; Address (Allowable) VT„ 66.00 ° Surcharge DUR1?ISVILLE 890-2021 City Phone # of Stones 392.00 44 ? Plan Review Lenglh p Name S? Depth 4?? City SAC 1??? = . ?a Address S.F. Total - 600.00 SAC, MCWCC ? City Phone S.F. Footprints - Water Conn 625.00 S?? On Site Sewage ? W W Name on site weli W M t t ?•? = AddfBSS MWCCSyslem ? er er a e oo 3o ¢ `W City Phone cay water 3m - Acct.Deposil ' 29 • 0? PRV Required ? S!W Permit I hereby acknowlege ihat I have read this appiication and state that the ? 8ooster Pump - SIW Surcharge 1'00 information is correct and agree o comply with all appl icable State of 2 S? ? Minnesota Statutes and CitY of Ea an Ordinane2s..-? g Treatment PI • t- ' Signaiure of Permitee APPROVALS Road Unit 3155•00 A Building Permit is issued to: E. F. KIi1GNT 1[iC pianner - Park Ded. on the express condition that all work shall be done in accordance with ail Council ? applicable State of Minnesota Statutes and City of Eagan Ordinances. gldj, pfi. _ Copies 3 ,124.00 Building ONicial Variance - TOTAL ' Permit No. Permlt Hoider Date Telephone # IWATER /7D VE1YER PIUMBING H.V.A.C. ELECTRIC Inapection Date Insp. Comments FooGngs 1 foundation 1- 7' ? Framing %? Roofing Rough Plbg. - ? ? - ' Rough Hig. lsul. 172- - 7- y'O Fireplace 7 - ? / -10 ?S Fnal Htg. Fnal Plbg. ' Z 9? yC? Consl. Meter Plbg Inspector - Notify Plumber Engr./Plan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. ?? ?? -+?, " . . '. i (Irrtt#ira#t uf COrrupttn.rlt Citp of (f agan Dppaxtmpttf ,a# luiibiag jwtriinn This Certificate issued pursuant to the requirements of Section 346 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating buildittg construction or use. For the following.• Use cumfi,tion SN DWG/GAR Bi? ??t No 17418 0-w,ncy .n,a R-- 3 M-1 z?ning nwrict R-1 Tra Cmm V-N owm orsuaaing E F KNIGHT, INC Addrm 2500 W COUNTY ROAD 42 euMing naarm 1364 MICHELLE DR tocalitY L9, B2, HIDDEN VALLEY Dam: MARCH 28, 1990 ewlmng ofrc;a POST IN A CONSPICUOUS PLACE SEWER de WATER PERMIT CrTY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 DATE OFFlCE USE ONLY _ AETER # 7 35 13/007 PERMIT DATE 1l.' f 4G CHIP # PERMIT # 7 0 METER SIZE o B.P. RECEIPT # `-`-'l ISSUE DATE 3' °71-! a B.P. RECEIPT DATE _. BOOSTER PUMP StTE ADDRESS LOT BLQCK SEC/SUB APPLICANT: ADORESS: : CITY, STATE ZIP PHONE: PERMIT REQUESTED v / k SEWER -ZWATER - TAPS _ COMM/IND ? NEW Lawn PLUMBER: Ahea, ADDRESS: Credf CITY, STATE ZIP ' PHONE: ? ? RESIDENTIAL EXISTING Meters are to be Installed stic Meters ola Water Line. CITY OF OWNER: EAGAN ORDINANCES ADDRESS: CITY, STATE ZIP ?U PHONE: SIGNATURE WIiEN Ad9fER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. ? RE5IDENTIAL ? BUILDING PERMITAPPLICATION CITY OF EAGAN 3830 PILOT KNOB RD • 55122 #I' ? I 651-681-4675 ??? I ?? New Construetlon ReauiremeMS RemodeVRewir Reauirements • 3 regislered sBe surveys showing sq. R of bt, sq. ft. of fause; and gg roofed areas • 2 copres of plan (20%maximum lot coverege aliowed) • 1 set of Energy Caiculations for heated additions . 2 copies of plan showirg beam & window s¢es; poured found design, etc.) • 1 sile survey Tor ex1erbr add'Aions 8 decks . t set of Energy Calculatiom • hMicate H home sened bY seDlk system for additions . 3 copies ot Tree Preservation Plan M IW platted afler 711193 • Rim Joist DetaO Op6ons seledion sheel (ddgs wilh 3 or less urtiLS) l%1 DATE CS? 2 7?Zb i VALUATION "no JOB SITE ADDRESS IF MULTI-FAMILY BUILDING, HOW MANY UNITS? PROPERTY OWNER TYPE OF WORK ?roo FIREPLACE(S) _ 0_ 1_ 2 APPLICANT .-:.? PHONE# °62-'1??9 ADDRESS I ? '?2 0 ?a ?? r ZIP CODE PAGER # CELL PHONE # FAX #?62 `?G 9 3?39 NC1V RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Category MINNFSOTA RUI.ES 7670 CATEGORY 1 (check one) - Residen6al Ventilation Category 1 Worksheet Submitted - Energy Envelope CalculaUons Submitted ??? ?? p r _ MINNESOTA RULES 7672 New Energy Code Worksheet Submitted Plumbing Conhactor. _ Plumbing System Includes: Mechanical Conhactor: _ Mechanical System Includes: Sewer/Water Conhactor: _ Air Conditioning _ Heat Recovery System Phone # Phone # !Ir " V-11 ? r IU Fee: $70.00 All above information must be submitted prior to processing oi application. I hereby acknowtedge that 1 have read this application, state thai The information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagprt'6 ina . Signature of Applteant? Certificates of Survey Received _ Tree Preservation Plan Received _ Not Reqwred _ . upaaeea 1101 _ Water Softener _ Water Heater _ No. of Baths Phone #: Lawn Sprinkler No. of R.I. Baths OFFICE USE ONLY ? 01 Foundation ? 07 OS-plex ? 02 SF Dwelling ? 08 06-plex ? 03 Ot of _ plex ? 09 07-plex ? 04 02-plex ? 10 08-plex ? OS 03-plex ? 11 10-plex ? 06 04-plex ? 12 12-plex 9 31 New ? 35 '?V 32 Addition ? 36 ? 33 Alteration ? 37 ? 34 Replacement bSawef°'~m Valuation CensusCode SAC Units Nbr. of Units Nbr. of Bldgs Type of Const ? 13 16-piex O 16 Fireplace ? 17 Garage O 18 Deck ? 19 LowerLevel Plbg_Y or _ N REQUIRED INSPECTIONS _ Footings (new bldg) Footings (deck) FinaUNo C.O. ?U Footings (addition) Plumbing f? Foundation HVAC ? Drain Tile Roof Ice & Water Final Other ? Framing Fueplace _ R.I. _ Air Test Final ?J Insulation Base Fee Surcharge Plan Review MClES SAC City SAC Water Supply & Storage S8W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total _ Pool Ftgs Air/Gas Tesu _ Final _ Siding Stucco Stone _ Windows (new/replacement) 0 30 Accessory Bldg ' ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Int Improvement ? 38 Demolish (Interior) ? 44 Siding Move Bidg. ? 42 Demolish (FOUndaSOn) O 45 Fire Repair Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors •Demolition (Entira Bldg onl? - Give PCA handout to applicant Occupancy fi` 3 MC/ES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length o? 2 Fire Sprinklered W idth FinaUC.O. ?J Approved By Building Inspector °?- d,-??vEC-d/4'(Q ,L'S' ? i e2 3? °2 !n U? 7&6 ? o ? G ?. ? 20 Pool ? 21 Porch (3-sea.) W 22 Porch/Addn.(4-sea.) ? 23 Porch(screened) ? 24 Storm Damage ? 25 Miscellaneous Z) ?cd' dC? e? adU^? _? o- ? , . , CITY OF EAGAN N0 17418 3830 Pilot Knob Road, P.O. Box 21•799, Eagan, MN 55121 I ' "PHONE:454- 8100 n BUILDING PERMIT Receipt # ( ', ? To be used for SF DWG/GAR Est. Value $92, 000 Date Tan 9 , 199D- Site Address 1364 MICHELLE DR1VE 9 2 HIDDEN VALLEI lot Block SeGSub. OFPICE USE ONLY Parcel No. occupancy R-3_ M- 1 FEFS 1 W E. F. KNIGHT INC Name Zoning (ACluaq Const R_ ?j? Bldg. Permit 604.00 ? Address 2500 WEST CTI RD 42 (Allawable) V--NL 46.00 o - Surcharge City AiIRUCVTTiF phone xqn_9171911 sotsmries - 392 00 4( PI? Aeview . Length 3! o Name Sp'ME Deplh ({91 SAQCiry 100•00 Address S.F. Tolal - 600 00 ?! SAC,MCWCC . • City PhOnB S.F. Footprinls - 'ti'ater Conn 695_ nn On Site Sewage _ W W N2me SAME On Site Weii - W le Me1 90.00 s? AddfeSS MWCCSystem xx r er a Acct.Deposil 30.00 aw City PhOne Citywater gx SNJ P i 29 00 PRV Required XYY_ erm t - I hereby aCknowlege ihat I e read t is applic tt t ihe Booster Pump - SNJ Surcharge 1.00 information is correct agree to mpty w t applic 1 Minnesota Statutes /?ffy of E n Uin s Treatment PI 292.00 SignaWre oF Per ' e? ° ? APPHOVALS Road Unit 395.00 . F. KNIGHT INC A Building Permi[ is issued to: Planner - Park Ded. on the ezpress condition thal all work shall be done in accordance with all Councii applicable Stale oi Minnesota StaWtes and City ol Eagan Ortlinances. Bldg. Olt Copies Building OMicial Variance - TOTAL j + 124.00 II I !P611 ?I II REQUEST FOR ELECTRICAL INSPECTION Minnesota SWte Board W Electricity *. , Pnone ?Bt2) srya2 V-oeoo m?-O t,4'& MN 55704 IV 1821 1 9 3 j111111 ? HHome u Apt. Bidg. Oshec New Addn H Commercial Indushial Fartn Remo e oir Air Cond. Htg. Equip. Woter Htr. Lood Mgmi. Ofher: D er Ran e Elec Heat Tem . S ervice "k' above the work covered by this request. Enier remarks in ihis space and on the back of the white copy onfy. y7u.5e•r.e r?T Cokulote Inspection Fee - ihis Inspection Request will not be occepted withoW ihe rorcect fee: Olher Fee S Service Enlrance Size Fee # Circuils/Feeders Fee Mobile Home Park Stall 0 to 200 Amps 0 to 100 Amps Street Ltg./rraHic Sig. Above 200 Amps Ab ve 100 Amps Tmnsformer/Generafor INSPECTOWSUSEONLY TOTAL Sign/Outline Ltg. Xfmr. ? ? L 1-4 Alarm/Remote Conhol ? $wimming Pool I here <err! Ihal l ins d the eledn<o i scribed henin on the doms awrod Irrigafian Boom Rough-In $peciallnspedion Investigative Fee F???? 7HIS INSTALLATION MAY 8E ORDERED DISCONNECT T IaAN"IN 18 MONTHS. 2 61- 9 3 8 5? OFFICE USE ONLY This requesl void 18 monihs hom validatlon dare pnnred in ?is boR ? ,¢?,dl,96, - PLEASE PRINT OR TYPE 06ol Request Dala Rmgh-in inspe:fon required2 ? Ves ? No Inspedio er Thon Rough-In: 0 Reody Now Q Will Cnll -- -C ?Yw most coll the inzpecror wh dy? Dme Ready: I, ? licensed con}racior ? owner hereby reques} inspection oi fhe above electrical work ai: Job AAdresa ISlreep 8or, or Roule No1 3?{ Y`n ? c e1 E Ciry ?C.c? c,ot Zip Code Sedi n Na. Townahip Name or Na. Ronge Na. Fire No. Counry ? ?)? ? ? p.pant tL. rr Pho?e No, PoMer Svpplier A? C? 0 L /ddress "V50 sr-?; v,C + b Elxtnml Conwaor (Company Namet Contmcror Lcense N. MmM Lic. No. (Plant Eled. Only) a-? ? ` ?.? •e ?. r? j ?1 - Mailirq Mdress (C[o?nlmclor or Owner Padoeming Installation) T ? 9 : 5 J V ' Pulhorixed Sig^oWre (ConMaciar ar Owner PeAa?ming Inabllnfion) PhoneNo. ) I qi?o ???;J C EB-OOW1A-10 6/95 STATEBOAROCOW-SEEINSTRUCTIONSONBACKOFYELLOWCOPY 2005 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permi[s are required for each unit $3U , SU Date 5 c) Site Address Unit # Property Owner S 1 L?-Iar Telephane # ((65` I Wo}ilers Southside Htg. & Air, Inc. Cantractor ; 6950 W. 146t' St., 4106 Street Address i Apple Valley, MN 55124 Cih, (952) 431-7099 State Telephone # ( ) Bond #: -i-)LZ C) 54-7G87 Expires: ? -cS The Applicant is _ Owner Y? Convactor _ Other Iz7-_ - , ? k Add-on or alteration to existing dwelling unit r???'+ Y 3 200 ?$ 30.00 _ furnace _Additional _Replacement ? (J air exchanger - air conditioner _New J?,,_Replacement ? other ? uc_nrfi?-er j-' -i- clp?,? , State Surcharge $ .50 Total I hereby apply for a Residential Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City oF Eagan and with the Mechanical Codes; 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. Applicant's Printed Name Aoplicant's Signature 2005 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telepbone # 651-675-5675 Please complete for. commercial/industrial buildings , multi-family buildings when separate permits aze not required for each dwelling unit Date Site Street Address Unit # Tenanf Name (ifappiicable) Previous Tenant Name Propeety Owner Telephone # ( ) Contractor Street Address City State Zip Telephone # ( ) Bond #: Expires: The Applicant is _ Owner _ Contractor _ Other Work Type _ New Construction _ Underground Tank _ Install _Remove "`see below _ Interior Improvement _ Install Piping _ Processed _Gas Nature of Work: '*When installing/removing underground tank, ca/l forinspection by Fire Marshal and Plumbing Inspector Permit Fees: 570.50 Underground tank installation/removal 550.50 Minimunt (includes State Surcharge) or Contract Value $ x 1% Permit Fee • If ep rmit fee is $1,000 or less, add $.50 State Surcharge If ep rmit fee is over $1,000, add $.50 for every $1,000 nermit fee $ Total Fee I hereby apply for a Commercial Mechanical Permit and acknowledge that the information is complete and acwrate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; 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. ApplicanYs Printed Name ApplicanPs Signature Approved By: , Inspector (083o 2005 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 o0 3/;1/0S .?IJN New ConsWclion Reauirements RemodeLReoair Reauirements Ofilce Use Oniv 3 registered sde surveys showing sq. ft. of lot, sq. N. ot house; and all mofed areas 2 copies of plan CeA of Survey Recd _ Y_ N (20% maximum lot cove2ge allowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd _ Y_ N, 2 wpies of plan shawing beam 8 window saes; poured found design, etc. 1 site survey for add@ans 8 decks Tree Ptes Required _ Y_ N 1 set ot Energy Calculations Adddlon - iiMicate lf on-aRe septk sysfem Onaite $eplk 5ystem, ..:.-Y _ N 3 wpies of Tree Preservation Plan if lot platled after7/1193 Rim Joist Detail Optbns seleclion sheel (buildings wiN 3 orless units) Date DS Site Address l 3(Qq M,C-x_-C,(2 joco Construction Cost r)R Of?z UniUSte #? Description of Work L6t,vCe", (e",.}e-j_ p?(?RKe ?Ue? Multi-Family Bldg _ Y /,N Fireplace(s) _ 0 V/1 _ 2 Property Owner 01` 14r-2 4- L"? Oi-) ?, ?T6VN C- R Telephone #(? 1) Lo? 1 Contractor Address NcTQ LJ CO. r:?,b "-+ 2- State f''"1 rl Zip'^j S3U1,G CiTy ?UPT-60c 1 Telephone #(9g'2 ) 22 4 3(o?Sa COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan2 _ Y _ N fee applies. Licensed Plumber Telephone #( Mechanical Contractor Sewer/Water Contractor Telephone #( Telephone #( If so, 25% plan review Ty I f?l MAR 3 u.tuu5 I U A I hereby apply for a Residential Building Permit and acknowledge that the informatio complete and acc?4t?a e; that the work will be in conformance with the ordinances and codes of the Ci of E an and the State of Statutes; I understand this is not a permit, but only an applicaUon for a permit, and wo u 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. ?? f CJ.c2tSTr41s?+'7 Applicant's Printed Name pplicant's Signature ?{z 29z ?r7z OFFICE USE ONLY Sub Types 0 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 D6-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex O 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level O 24 Storm Damage O 06 04-plex ? 12 12-plex Plbg_Y or_ N ? 25 Miscellaneous WorkTypes J-Kl?qeS j"i?C-Q1RCti° ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement •Demolition (Entlre Bldg) - Give PCA hendout to applicant Valuation 2J Occupancy R "3 MCES System Census Code y 3Li Zoning ?-I City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const v?3 Width REQUIRED IN5PECTION5 _ Footings (new bldg) FinaUC.O. _ Footings (deck) ? FinaVNo C.O. _ Footings (addition) _ Plumbing Foundation HVAC Drain Tile Other Roof Ice & Water F inal Pool Ftgs Air/Gas Tesu Final h Framing Siding Stucw Stone Bri ck x Fireplace _)? R.I. ?OAir Test ? Final Windows 0 Insulation _ Retaining Wall Approved By: -AAA , Building Inspector Base Fee Surcharge F) A-r F'.ee- Plan Review MC/ES SAC City SAC Utility Connection Charge S8W Permit & Surcharge Treatment Plant License Search Copies Other Total S],)-A<e RESIDENTIAL BUILDINC PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651•681-4675 NewConsWCtion Reauirements • 3 registered site surveys shrnving sq. R. of lot, sq. ft. of house; and all roofed areas (20%maximum lol coverage allowed) • 2 topies of plan showing beam d window sizes; poured found design, etc.) . 1 set of Energy Calwlatbns • 3 copies of Tree Preservation Plan it lot platted after 771193 • Rim JaislOetail Opfions seleclion sheet (Wdgs wilh 3 ar tess unils) `7D °_°_ RamodellReoair Reauiramants • 2 copies of pfan • 1 set M Eirereigy Cakulatians for heatetl add'Aions • 1 sile survey forexterior additions & decks • Imlicate it home served 6y sepUc system far additians DATE I2' 3-()Z VALUATION SITE ADDRESS MULTI-FAMILY BLDG Y N TYPE OF WORK Qe_C?K PIREPLACE(S) _ 0_ 1_ 2 APPLICANT V-C?? STREET ADDRESS `U??ZC_? C..DC)'1(_ CITYL?V?i' ?r'(10-.STATE M dZIPSS? TELEPHONE #019Z_-'I129 ''?HOOCELL PHONE # L9(2 QLc`C? 44t42 3 FAX # qSZ. PROPERTY OWNER 'YTU TELEPHONE # COMPLETE FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RUI.ES 7670 CATEGORY I MIYNFSOTA RliL.F.S 7672 (d submission type) Plumbing Contractor: Phone # • New Energy Code Worksheet Submittetl Plumbing system includcs: _ Water 3oftener l,awn Sprinkler _ Water Heater No. of R.I. Baths _ No. of Baths Mechanical Contractor: Mechanical system includcs: Sewer/W ater Contractor. Phone # Phone # Fee: $90.00 I'ee: .eu70.00 I hereby acknowledge that I have read this application, state that ihe information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances./ Signature of Appllcant '??i?-?` ' ?-• ? ^ , ? ------ ----------- '------ -------- --------- --.... _"..___ ......... .?.._..__..........»'-------_ OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4102 • Residential Ventilation Category 1 Worksheef Submitted • Energy Envelope Calculations Submitted Air Conditioning Hcat Recovery System OFFICE USE ONLY ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 04 02-plex ? 10 08-piex )( 18 Deck ? 23 Porch (screened) ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous )"l( 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement Valuation Census Code SAC Units Nbr. of Units Nbr. of Bidgs Type of Const 2, o00 °= 434 ni V 'N, ? 30 Accessory Bidg ? 31 Ext. Alt - Multi ? 33 Ext. AIt - SF ? 36 Multi ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors 'Demolition (Entire Bldg only) - Give PCA handout to applicant Occupancy IL - 3 MC/ES System Zoning {L- I City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered W idth REQUIRED INSPECTIONS Footings (new bldg) FinaUC.O. ? Footings (deck) ? FinaUNo C.O. _ Footings (addition) _ Plumbing _ Foundation HVAC _ Drain Tile pther ' Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Frazning _ Siding Smcw Stone _ Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) _ Insulation _ Retaining Wall Approved By CiTW 6-` , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total - - { MI C' ? 1f.1 f ? h .' ? ' `` \ i1n 1 ` ? , .?1 ` ??YoF.) •fo? ? ?? VE? - 1 i r 9p '`?y ?ve, ? ' ro P N ??°op, ti S r• ` }` ::3', w ` `? o ?49_ °o > R O ? teNC?. 7e1- 64EJ = 841370 1.'D ? N O/ zo,'? 6e GnC. Mj y1 ? ruP .. I? a <) Js.34 aa a^ ¢f Y7.0 Q• / 141usfi ? a . O ;:(1 ? `' N ? D, `i ' ?E ?,,n p 4 y ( B ?? ? ? ; -- DStIL / N l, ! I w , ' ZZ --J 1 1. ^ jd , ? : o L I OT 9 1 --? n I o ? ro ? z ? W 'a ? o ' o- Z r..._,., . ' r pRAINAGE O UilLI7Y ? EASEAIENT PER PLAT' N u I s1 ?_ __ ?5 I INCH - 3o FEET 1 / -•i`- ? 80.0o u 89° ss•1o"E- S r 1 A , `. . ? 0 o ? O T 0 O rt1 N (? D F - G O r, o Zcn ? J ? ? Rl z -? ? O G c,,, o N a, m .n or o ? m James R. Hill, inc.- PLANNERS / ENGINEERS / SURVEYORS oeni IA\AFC nvF 5. fal f1f1MINGTON. MN. 55431 9 612-884-3029 RESIDENTIAL BUILDINC PERMIT APPLICATION , CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681•4675 New ConcWetion ReauiremeiAs • 3 regatered site surveys showing sq, fi, of lot, sq. R. of house; and all roofed areas (20% maximum lot coverage allowed) • 2 coDies of plan showing heam 8 window sizes; poured found design, etc.) • 7 set ot Eneryy Calculations • 3 co0ies af Tree PreservaUon Plan A lot platted after 711193 • Rim Joist DelaA Options seleGion sheet (bldgs wRh 3 or less units) DATE 10'3-UZ S? ??. RemodeVReoair Reauiremenb yJ'? . 2 copies ot plan `o ? • 1 set of E?rt?y Calculadons for heated addi?ons \ • 1 site suney for eulerior additlons 8 decks . Indicate if lame served 6y septic syslem tor additbre VALUATION `"?o( ?? k. . . . ?: . , SITEADORESS \31sq MULTI-FAMILYBLDG _Y 2:?N • „-,.;:??., 7 ; . . < ^t TYPE OF WORK •FIREPLACE(S) ''0 _ 1 _ 2 . , ??j..'? . . APPLICANT r . •("?"!?, STREET ADDRESS tTY'6*-U' k?- STATEm ZIP5?3 ?i . . . TELEPHONE #??,?{ 9•`j?C?'?.._ ;CELL PHONE # lsr ;.? ?fZ.. ? PAX # %2 409 ?f?l PROPERTYOWNER TELEPHONE#IQ51'y0S Energy Code Category (J submission lype) Plumbing Confractor: , r:. :.. COMPLETE FOR "NEW" RESIDENTIAL BUILDINGS ONLY ' _ MINNESOTA RULES 7670 CATEGORY 1 MINNESOTA RULFS 7672 Plumbing system includes: Mechanical Contractor: Mechanical system includes: Sewer/Water Contractor: Phone # Phone # OCT 0 4 2002 I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. SlgnatureofApplicant?`U?`? OFFICE USE ONLY • Residential Ventllation Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted _ Water Softener _ _ Water Heater _ _ No. of Baths _ Phone # Iawn Sprinkler No. of R.I. Baths Air Conditioning _ Heat Recovery Sys[em Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updaled 4102 OFFICE USE ONLY ? 01 Foundatlon ? 02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? OS 03-plex ? 06 04-plex O 07 OSplex ? 13 16-plex ? OB 08-plex ? 16 Fireplace ? 09 07-plex ? 17 Garega ? 10 08-plex ? 18 Deck O 17 10-plex ? 19 Lower Level ? 12 12-plex Plbg_Y or_ N ? 20 Pool ? 21 Porch (3-sea.) k 22 Porch/Addn. (4-sea.) ? 23 Porch (screened) O 24 Storm Damage ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding x 32 Addition ? 38 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolition (Entlre Bldg only) - Give PCA handout to applicant Valuation 3 50? Occupancy /q -3 MC/ES System - Censuscode 1-19y zoning R`! Cirywater - SAC Units --' Stories Booster Pump - Nbr. of Units - Sq. Ft. PRV -" Nbr. of Bldgs - Length Fire Sprinklered ? Type of Const ? Width ? y REQUIRED INSPECTIONS _ Footings (new bldg) FinallC.O. Footings (deck) FinaVNo C.O. ? Footings (addition) Plumbing ? Foundation ? HVAC ? Dtain Tile Other Roof V Ice & Water -.?K Final Pool Ftgs Air/Gas Tests _ Final y? Framing Siding Stucco Stone ? Fireplace E R.I. Y Air Test _ _ *717inal _ Windows (new/replacement) -ij Insulation _ Retaining Wall 8ase Fee Surcharge Plan Review MC/ES SAC City SAC W ater Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total Approved By J 1- [ r,ti%s,ir4 yiG ? 30 Accessory Bldg - ? 31 Ext. Alt - MuIG ? 33 Ext. Alt - SF ? 36 Muld Building Inspector /Jz 3?t s9.7- MECcheck Compliance Report 2000 IECC MECcheck SoRware Versioo 3.2 Release lb T1TLE: Stoker Addition CITY: Minneapolis STATE: Minnesota HDD: 7981 CONSTRUCTION TYPE: Single Family DAT'E: 10/27/02 DATE OF PLANS: 10- 25 02 COMPANY INFORMATION: Roberts Residential Remodeling COMPLIANCE: Passes Maximum UA = 420 Your Home = 350 16.7% Better Than Code Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 434 38.0 SA ll Wall L• A+ood Frame, 16" o.c. 480 19.0 5.0 14 Window I: Wood Frame, Double Pane with Low-E 153 0.031 5 Door 1: Glass 56 0.031 2 Basement Wall 1: Wood Frame, 8.0' hd0.0' bg/8.0' insul 456 19.0 5.0 21 Slab l: Unheated, 4.0' insul. 434 10.0 297 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the build'mg plans, specifications, and other calculations submitted with the permit application. The proposed 6uilding has been designed to meet the 2000 IECC requirements in MECcheck Version 3.2 Release lb. Builder/Designerc*41yy/ Date eTZ- MECcheck Inspection Checldist 2000 IECC MECcheck Software Version 3.2 Release lb DATE: 10/27l02 TITLE: Stoker Addition Bldg. Dept. Use Ceilings: L Ceiling 1: Plat Ceiling or Scissor Truss, R-38.0 cavity+ R-5.0 continuous insulation Comments; Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity+ R-5.0 continuous insulation Comments: Basement Walls: 1. Basement Wall 1: Wood Frame, 8.0' hU0.0' bg/8.0' insul, R-19.0 cavity + R-5.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: 1. Window 1: Wood Frame, Double Pane with Low-E, U-factor: 0.031 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [] Yes I Comments: ] No Daors: 1. Door 1: Glass, U-factor: 0.031 # Panes_ Frame Type_ Comments: Thermal Break? [ ] Yes [ ] No SlabOn-Grade Floors: 1. Slab 1: Unheated, 4.0' insulation depth, R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft. OR down to at leas[ the bottom of the slab then horizontally for a total distance of 4.0 ft. Euterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the e:cposed (above-grade) insulation and ex[ends at least 6 in. below grade. Air Leakage: Joints, penefrations, and all other such openings in the building envelope that aze sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. Vapor Retarder: [.] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. ? Materials Identi5cation: [] ? Materials and equipment must be installed in accordint to the manufacturer's installation instructions [] ? Materials and equipment must be identified so that compliance can be determined. [] ? Manufacturer manuals for all installed heating and cooling equipment and service water heating ? equipment must be provided. [] ? Insulation R-values and glazing U-values must be clearly marked on the building plans or speciScations. ? ? DuM Insolation: [] ? Ducts in unconditioned spaces must be insulated to R-5. ? Ducts outside the building must be insulated to R-8.0. I Duct Construction: [] I All joints, seams, and connections must be securely £astened with welds, gaskets, mastics ?(adhesives), mastio-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: ? Continuously welded and locking-type longitudinal joints and seams on ducts operating at ? less than 2 in. w.g. (500 Pa). [] ? Ducts shall be supported every 10 feet or in accordance with the manufachuer's instructions. [] ? Cooling duds with exterior insulation must be covered with a vapw retarder. [] ? Air filters aze required in the return air system. [] ? The HVAC system must provide a means for balancing air and water systems. ? ? Temperature Controls: [] ? Thermostats aze required for each separate HVAC system. A manual or automatic means to ? partially restrict or shut offthe heating and/or cooling input to each zone or flaor shall be provided. ? ? Service R'ater Heating: [] ? Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the ? water heater has an integcal heat frap or is part of a circulating system. [] ? Insulate circulating hot water pipes to the levels in Table 1. ? ? Swimming Pools: [] ? All heated swimming pools must have an on/offheater switch and require a cover unless over 20% ? of the heating energy is from non-depletable sources. Pool pumps require a time clock. ? ? Heating and Cooling Piping InsulaNon: [] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. ,Table 1: Minimum JnsulaJion Thickness jor Circulating Hot WaJer Pipes. Insulation Thickness in Inches by Pioe Sizes Heated Water Non-C'vculatine Runouts Circulating Mains and Runouts Temperature ( Fl Un to 1„ Un to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum InsuJation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches bv Pipe Sizes Pinina Svstem T}pes Ran e F 2" Runouts 1" and Less I.25" to 2" 2.5" to 4" Aeatiog Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 LS NOTES TO FIELD (Building Depar[ment Use Only) s :- ' r 1?I_IELL? VE 9? 4'?,y 6Vb7 ..` ? o `31?• i •? 0 ? O C;j %- ?O /% o' . ? a r `1 C'i. ^Vd+ wr dd n 4 7?I' or ' 20 ( ' ? -- (? ? --J E4l-J=9YO??p ? r'VO,r + ?? .11R.5) ?,(Ia i 1 i r n'!R ?) o%z,3S . zo. ! GaC. /ff r7 ; N i fauPO3Ep ? O ??f ??p NoU3fi ?? N ? ? N (1 ?"?'? iE bvxy 11 1 i o 1 Dtt'L f ?( a ! r ? N V n I 2Z. I? r 1 ? (.__OT ? 9 ? ? o? 1 0 ? ? = I ?. 1 -° ? N 1 r r z ORAINAGE E1 U7ioTY ? s. J EASEMENT PER PLAi'p -- ? ' ? ?-• -i s _ !Y,)3.o)1,t ? ?JC 80.0o / u 89° s??o'E ? r- ? \J ?? ?J ?I IJSI 1?_ ?. ? - -o 0 Q 0 D -1 T n p m p ? <N p O rtI 1 D ` r f 0 ^ ? (n ? D RI G O M O s Z ? z m ? Z w N p 0 m i,C, h?Pw" F ?'Ina? Y1.p ? N ? ,-_- --? 11NCH = 30 FEET ? James R. Hill, inc., PLANNERS / ENC'aINEERS / SURVEYORS 9401 JAMES AVE. S. • BLOOMINGTON. MN. 55431 • 812-884-3029 -ommummaw VEYOR'S CERTIFICATE E,F,KtJ1( ` vYa. 1 i ., G' 7,90 ..._,\\ a?4ky ava ? ??..?. I p 7f" - VU'? . N\ ?•\ ? i `- i j -- /? ? --a sf ? s W ? \ __ o 1 ? o 7 ro / s N Y ? luK p r ? a d / / . a o 4v , J n inP or ? ''ca:vo;a? ? ?no, ? (.".IR ) ? tl.t? _ -8V0? .S - a r o tz,33 ? r n 1 o D ene. ? N ? ? a' ? ? LO HpUS fi t O 'O ? a lR " ' coN 84?.5 (84g VR'? ? 1 ? : ' ?y N s Ya ? „ `v„ ? lI ?p :oo A'41, ? ?• 1 `(iiyl ?? •?? 5 '? ( \ I / aL ????_ ?9i?n4 d 7 M ? o N 7 a; ?pp f ? f ? LO-T q 1 0 N ' O ' CO r w ? 1 ° N I '9 1 ° z nRniHncF a urrtrrr ? S?ASEAfENT PER P - ? 5 / u 89° S5'1o" E- - ?- ,?' •l_'-- ? o - - r° U3 0 po < N L , O > r r m cn? J? ?n ?? Rl? O 9 Z O 4 G ? D ? ? m Z A ? - Z v? -o m < ? m f N ? ?.; ? ; -- , -_? T NornES N i, I IAICH = 30 FEET . „ James R. Hill, inc.- PLANNERS I ENGINEERS I SURVEYORS 9401 JAMES AVE. S. • BLOOMINGTON, MN. 55431 • 612-884-3029 MElcheck COMPLIANC& REPORT Minnesota Energy Code r4lcheck Software Version 3.0 Checked by/Date CDUNTY: Oakota STAT6= Minnesota ZONEi 2 CDNSTRUCTION TYPEs DATES 8-23-2001 COMPLIANCE: PAS5ES Single Family Required UA = 161 Your Home = 152 5.8% Better Than Code Permit # Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA 0.0 lE 2.0 55 0.350 Si 0.350 19 CRAWL: Concrete 36" ht/ 301, bg/ 36" insul. 93 18.0 CEILINGS 584 38.0 WALLS: Wood Frame, 16" O.C. 1058 19.0 GLAZING: Windows or poors, Above Grade 164 DOORS 40 COMPLIANCE STATEMfiNT= The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet _rn._.eaiiZpment4j_of the Minnesota Energy Code. BuilderlDesi Date <_3/0/c PERMITI! `7710Y `?Gh?F???cl a-asca woaw5 pevmRECEIPTDATE: /OVA 5'o t q%Dqs' Gv2uJ perm;?- nuw'txr) $ESIDENTIAL PLUMBINF PERMIT APPLICATION CrrY oF EAs,ar? 3830 i'1LOT KNOB RD EAfiAN, MN 551EE 651-6$1-4675 Piease complete for: SITE ADDRESS: OWNER NAME: : TELEPNONE #: (AREA CODE) INSTALLERNAME: 3Gnc':_14YL b.A TELEPHONE#: 4 S1 - 36 s - s,'bk 0 Y-' Ll,'L C (AREA CODE) STREET ADDRESS: ?7? b Poy4tc CITY: STATE: Ym/J ZIP: S-S-1.2- 3 Place a check mark next to the cermit work hrce _ New residential dwelling unit under construction and not owner/occupied $ 90.00 Add-on, modification or alteration to existin dwelling unit, including: $ 50.00 I • abandonment of septic system • new instaliation/repair/rebuild of RPZ • lawn irrigation system • water tumaround Nature of work: 4a9 04- N Lk r-dvv !2co p^ -pk" k'' Septic System, new/refurbished - $ 225.00 • inciudes County & Consulting Inspector fees • requires MPC Iicense Water turnaround - existing dwelling unit, including: $ 50.00 • 518" meter 115.00 $ 165.00 State Surcharge $ .50 ? Total Reminder. Schedule inspections of alterations, i.e. water heaters, water softeners, water turnaround, etc. I hereby acknowledge that I have read this appliwfion, sfate that the InfortnaUon is correct, and agree to complywith all applipble Cityof Eagan ordinances. It is Ne applipnPS responsibility to notify Ne property owner that the City of Eagan assumes no liability for any damages caused by the City during its nortnal operetional and maintenance activitles to the §ciliUes consVUCted under thls permi t vfthin City?e lhto ment. O"o SIGNATURE OF PERMITTEE Updated 9/01 ? singie family dwellings ? townhomes and condos when permits are required for each unit ? 6ackflow preventer for irrigation system 3 ? q Ys?l L ke.1 `e -6r, . ? SINGLE FIMILY DiiELLIAGS 2 3ET5 OF PLAHS 3 REGISTERED SITE SIIR9EYS 1 SET OF E9EAGI CALCS. 2 BSTS OF PLANS BECISTBAED SIiE SOR9S23 - (CHECS WITH BLDG DIV.) 1 SEi t1g a8ERG2 CALC3. 0260 COt4MERCIAL 2 SM OF 1BCHTfEGfURAI. 8 SlAQCIMIIL PLANS 1 SSf OF SPSCIFICATIONS 1 S8i OF EBERGZ CALCS. qULTIPL6 DiIELLINGS HENilL UBITS FOH $Ai.E 09IT5 # OF UNITS NOTEt 1DDA&s^SE3 FOR CDRNER LOYS - COqTRiCT09/80lEOiiNEA lU3T D44If3NliE V8ICH iDDRFSS IS D&4FRED. NQ CSAtiGFS AII.L BE AI.LOiiED ORCE HOILDIRG PEAMIT I3 ISSIIED.. SEVER 3 YITEif PEWM FEE4 lSD 1CCODlaT D£P03IT 1rS8'S VII.L 88 IHCLODED f1ITH THE HDILDINfi PEtMIT FEE. PHOCFSSIMG SIlM FQR SEilER 11iD iiATEA PEIMITS I3 Tfl0 DAYS ONCE A PEAHIT H6S BEEN COMPLESED INDIClTIAG A LICEN3ED PLUlOER. PENALTY IPPLIFS NHENs PENMIT IS NOT PAID FOR IN SAME MONTH IT IS REQiJESTED. LOT CHAlIGE IS REpDESTED ONCE PERMIT IS ISSIIED. To Be Used For: sinale family res Valuation: 35rA66-66 Date: 12-22-89 Site Add['ess 1364 Michelle Drive Lot 9 Block 2 Psrcel/Sub , Hidden Valley OM[leP E.F. Knieht, Inc. Address 2500 West Countv Road 42 City/Zip Code Burnville, NIN 55337 Phone 890-2021 ` COIIL!'8CLOC E.F. Knieht. Inc. 6ddtess 2500 West Countv Road 42 City/21p Code Burnsville, MN 55337 Yhone 890-2021 Mctt.fEagr. _E.F: "Rnight, Inc. ? _-Addx' s? 2500 West County Road 42 City/21p Code Burnsville, MN 55337 `1989 #NILDIAG PEAHTT ?PPLICl2I0N CTfY OF GAN Y/9 fIDLTIPLE DWELLINGS p2'? p ` _p vrravr. ws Oceupaney R-3 ?M-1 Zoning R-I Actual Const V-N Allowable V-? i of storiea Length ? Depth y 2 S.F. Total Footprint S.F. On aite aewage On aite well MWCC Syatem ? City waLer ? PRQ requSred ? Foo3tex` Feap ? iPPROQAL3 Planner Council r Bldg. Off. `?yr 12.?Z7 Yariance FF?ES Bldg. Permit 5ureharge Plan Review SAC, City SAC, MWCC Water Conn Fater Meter Acet. Deposit S/H Permit 5/ii Surcharge Treatment P1. Eoad Unit Park Ded. Copies SIIBTOTlL Penaltq iOTAL Yb.oo L ( 600 392.oo Ir?o, 00 00 $OD.D9 bu,ob qo,co ?.? ?.oo 2.09 355.0? ??- W Phone # 890-2021 ?ZZX2 ???)C?S= 72GD ? ? I4'IZ k 32 = yb?l 3? 1z = 3? s?c s = (as) ?r ?i 7S x ? 4= 6 b? f s? Ft, o,Z ?bX22? 35Z. S14 9 x sb =? 2q 3-0 r e 2 N'fl F4opY2- = R oLI _...?-- --- 4 ???? SURVEYOR'S CERTIFICATE f- DENOTES PROPOSED SURFACE DRAINAGE O DENOTES IRON MONUMENT SET * DENOTES IRON MONUMENT FOUND X000.0 DENOTES EXISTING ELEVATION (000.0) DENOTES PROPOSED ELEVATION ku?c,rT HoMES p?`?? E? k????, ,t ?t ?a e ?--???-- EFi(?1-?N ENGTIVEERI1?dG DEPT SCALE: 1 INCH - ?-o FEET PROPOSED GARAGE FLOOR - 8N8.8 FEET PROPOSED LOWEST FLOOR - 54s.3 FEEf PROPOSED TOP OF BLOCK -$53,q FEET WE HEREBY CERTIFY TO E•F. VN14*Mr ?wMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDP,RIES OF: LOT 9, BLOCK 2, HIDOEN VALLEY, ACCORDING TO THE RECORuED PLAT 7?1EREOf, DAKOTA COUNTY, MINNESOTA. IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS C?TH DAY OF pECEM0E.0. ,1989• P0.ovosSo faaoES SHOwn w62F. SIGNED: J ES R. HILL, INC. IoQ o a? Oa (? ?? ? OR T4KEa F4OM M CoP ( UF THE GRrb?aV l? V u u L ?? puAN roR HIbbEN vHLL6Y, P0.EPNRFU OY RUOE0.t N. Tr+ENE, P.6, , foopLlgD 7D , BYSJOHN C 4 nNkcs 0.,N1 LL, INC, i3v E46AN , FiSLo 4 C. LARSON, LAND SURVEYOR NowqK, MINNESOTA LICENSE NUMBER 19828 m q o ? 00 ? ? ° L,? ? o o o D L n - n' p .?n n ? (Tl ? O m p P ? ~ W > Z m W N ? m cn < S H h James R. HiII, inc. PLANNERS / ENGINEERS / SURVEYORS 9401 JAMES AVE. S. • BLOOMINGTON. MN. 55431 • 612-884-3029 SURVEYOR'S CERTIFICATE t,h,KN1C7HT ?oIAEs ?n ? \ ? ? ?8Yo. ave ? 1 i ? ?v? o N>iaoU., N ? \ ,s.. w -... S o ? ? f 4 0 /u o a lu I y d \ ? C6NCia ?.?.iqk ?- •+lpl? / ?n S nl I 1 o- elE? _ ?aon ? '?<o.uo:? - __ 'a ,- - 8Y0, ? ?+_n 7o I LZ, zo.a7 I ,?lb 1 ^,p Cne. ' I ? ? i 0RoapSEO n A 1 p NOVSE nj •J o z0.o0 , 1 _ In Z?. o CD ? b41.5 ((S4 s (8V8.5? t9 S 4 i F. o) ' N "sri.9 ? -- ? •2 < --J J ? I I ? w ' I ? ? I LO? I ' O ? ? o ? co ' w z I a r J a N a <,73.0 2 ' DRAINAGE U UTlLlYr 1 S?ASEMENT PER P? - ? S / 80.00 u 89° 57'i0" E- ^ i. ? r - ? ? m p O m r 7?0 ? m m ? < ? O D r (A D RI ::E T ? O G Z G, ? ?z ? m Z W f" N o - "' v? < I INCH = 30 FEET . . James R. Hill, inc. PLANNERS / ENGINEERS / SURVEYORS 9401 JAMES AVE. S. • BLOOMINGTON, MN. 55431 9 612-884-3029 6FNcH ?0 ) ?l Gv. IRor.l ? 8Y7.o7 . a" a ? -) r i '- ( --? N .1 I r . , CITY OF EAGAN EXTERiOR ENVELOPE AVERAG£ 'U' COMPUTATION OWNER: 6-i/ 7 . /" <-- _ SITE ADDRESS: 1-36 y COHTRACTOR: y, j/?Nk-//I, DATE: -? " PHONE: z? Determine xorking square footage of each: 1. Total exposed wa11 area ,. -? sq. ft. x.11 =2b 2. Total roof/ceiling area .. L 3?- sq. ft. x.026 Total exposed uall area above floor = a7 TO a, Total wall window area 1^60 b. Total door area .................................. 3 e. Total sliding glass area ......................... d. Tota1 fireplace wall area ........................ e. Total wall framing area (average 10%) ............. Z f. Total net wall area above floor ................... /Y78 g. Total rim joist area .............................. . ;'04 Total exposed foundation area - h. Total foundation window area ....................... -9-- i, Total net foundation area above grade .............. Z 7 Determine 'U` value of each srall segment: a. ? x 'U' b. x'U' .676-7 1• c. x I U' s3Z = 36.63 d. '?--- x ' U' - e. x'U' f. 7 87 x 'U' 8. ?p ( x +ut ,oy36 = ZL h. -o-- x ' U' - i. Z? x' U' t0 77A 3 . ................................................... Total =( O*? J .?--i If item !!3 is the same as or less than item 117, you have met the intent of SBC 6006(c)2. Total exposed roof/ceiling area = 137f- j. Total skylight area ............................... ? k. Total roof/ceiling framing area (average 10%) ..... 1. Total net insulated roof/ceiling area .............. i3o OVER Determine 'U' value for each roof/ceiling segment: J. 4:?) x 'U' - k. xI u' , oa1sb' X'u, , or 3-f =z3, 3 ??- =? " 4? 4. ...................................................... Total Z If total of p4 is the same as or less than fl2, you have met the intent of SBC 60o6(c)t. Alternate Building Envelope Design To utilize the total envelope system method, the values established by the sum of Items !13 and #4 shall not be greater than the sum of Ztems ll1 and fl2. 1. + 2. - 3. + 4. .. „ 2 SING.LE & DOUBLE FAMILY HOMES '1984 ENERGY CODE REpUIREMENTS On or about March 1, 1984, the following energy code requirements should be calculated and included with a building permit application. •1. Roof - ceiling assemblies - R-38 U= 0.025 Average 2. Exterior walls & rim joists - R-20 U= 0.11 Average 3. Floors over unheated spaces - R-20 U= 0.05 Average 4. Exterior overhangs will be considered as exterior wall. 5. Foundations (all exterior walls) - Minimum of R-5 insulation. 6. Al1 insulated areas must be separated from"the heated space by a well-lapped or sealed vapor barrier with a minimum perm ratiag of 0.1. A 4 mil. polyethlene sheet or equivalent meets this require^tent. A Kraft °ace R-19 type insulation will be accepted in the rim joist areas. Air chute basfles are to be placed in every rafter space. CUICEUUE ro (a) rnauas reon nsim;,t iuuuni '? - , OF TY PICFLIY USCU PROGUCTS . ' Interior Air Fiim (llalls) (R) 0Y0 Gypsam ar plasler board 3/8" (R) Caterlor Air Fllm (Wa1151 0.11 Gypsum ar ylasler boarC I/2" 0.32 0 45 1 - tcrlor fir Film (Venced Ceilin? ) 0.61 Gypzvm or nl+stcr eoard 5/II" . 0 56 - Eatcr ii.r hir fllm (Vinted Ceilfn9 ) 0.61 Plywood 3/8" . Intcrlor qir Film (11cn VcnceA) 0.61 PlYwood 1/2" 0.47 0 62 Eaterior Air Film (Ilou YenteC) 0 17 Pl d L° . . ywoo j/ 0.91 Rlominiun SidinO $heatninq, reg. density 1/2^ 1,32 ?I?minum Hi?? Back?r 0.61 1 62 Sheathinq. rea. 4emitY 25/72•• N - " 2.06 Aluminum vith 9ackcr L Foiled , 2.96 ail M1ase she:.[hinq 1/2 ' 1,14 1/2 x 8 Lao Sidinn (HOOG) . 0.81 Built-vp Roofs p_j) . ' 7/16 , 11 u,raeoare Sidinq 0.67 Azbestos-eenmt sninnl,s 0 21 ' t.sLcs[os sin;nns 1/4 Lanoce 0.21 asrh.,la ro11 roofing . o.t5 S[uc<o (Orc;,n and Finish Coa[) -. pspahll Shingles 0.44 3%4" klood Sub/loor or Sheathing " 0.94 Insulation: 2-2 3/4" Fiberolass 7.00 1/1 Plywaod :hca[ninq ^ 0.62 Inxulacion_ 1 1/7" iiberqlasz Ih 00 ' I/2 Parp{cle tlo..IA 0.64 Inzulation: 6° fiberglass . 19.00 WOOS: . BLOV/luf. VOOLS . . . , ' Flr. Pine L slmilar solt tloods 1 1/2" 1.89 Avrrox. 7". .? 9.no . . 2 1/2" 7.13 Approx. 4 1/2" 13.00 . . 3 I/Y' 4.35 ApProx. 6 1/4" 19.00 5 1/2" 6.87 Approx. 7 1/4'• ZL.oo .. . ' Approa. 141• 30.00 '- ' . . Aoorox. IB" 40.00 ' - - AII other insala[ion materials nust be '. - .. Ftlled verified (R Ppc[or) . . ' (R) Vermic.lit c ' 8" Concrete Block (S G G 0.eg.) ?,?? j,93 . ' ' . I2" Cencrete elock (5 L C 0.eg,) 1,28 j,?g 8" Light ucigh[ 2.78 5.03 ' 12" Li9ht eeight 2.46 5.82 . ' . . .- ' . •!? 1 ?di :? G wf. . ?:! a .. .. NOTE: (U) x Area Square fect ' . ._.. .....,.:-_-.., - . . ..... , ......... ....:?y.,-c.,;.. nll ulndo..s (v/5corns i" [0 4-1 Spacel .SG 8emoval Oooble Lla¢ing (ROG) SS . Thermo or uelded 7/16" air spacc .69 ' I/4" air spacc .65 112" air soacr .58 (Other vlnCOws specifically teste d wn vse be[ter ratings) .-... . . ' 1 7/4 Solld corc Eoor ,46 • . ' w/ztorm, waoa .;I . . r/storm, metal .26 .. - - Peaie Steeloaor Insl/t:/Cl 7.45R .13 . . . '_ Slldinq Glass Ooor, Hood ,65 Metal .715 ' . . . - . - . ' . . ' . . C1'I'Y OF IS!IANSVII.LF. I'ape 1 rX'fIiR1.OR F.9VIiI,OPE AVLRArE "u" COMYU"I'ATION (h.-ner,\dJress PLone - Legal Descripcion oF Property: Lo[_Rlock__Addition Date_ 3 Si[e Address AVLhAf.G LL`;p.,\l. FCF.T Oz. E\YOSCU IdALL ARF.A ABOVE f,liADg PLM7iT N0. Nain level Lineul ft. of framed wn11 abnve grade x hcigh[ uf wa1.1_ _ Rim ,joisc area Linwl f[. of rim x heieh[ af rim - Lawer level Lineal fe, of framed uall a6ove qrade x height of uall = i.ineal ft. of masonry wall above grade x hei.gh[ above grade - TOTAT, wall area above grade including vindows and Aoors = WINDOI:S: Make d typ 11 11 sq sq DOOftS: Area x "U" valug P1ake d eypc eAS&C JYJs 1,d5 ?'rbo sq 2YX sq " C'?q I ,5?•N?rc f! OPAQIIE WALL CONSTROCTION; Area x"U" vaLue FRAML•'D NALI. (cocal area less opening, framing members in Oe[ail. reFer- 4a11, rim joLst area & masoncy) ence fCam sq a[cached Framing membe_s l.n wa11__ ::q sheeCS Rim inis[ :u'cn tq [c y-?{ t? ' (0)(A) - tc ^u° (u)cn> fc ? - (t!)(n) fC °U" - (l!)(A) f[ „U- (f'.)(n) ft. 210 uUIr - (u) (n) ft "U" - (U)(A) fe (U) (A) fc .? ' (U)(n) ft. x ? (l;) (n) f[. x (u)(A) fC. _-- x l! _ (U) (A) f[. s (l')(A) ft. x ??U" - _ (U)(A) - f[. x l.u„ _ (l')(A) f[. x .? _ (U)(A) Et. . . T ? _ (1!)(A) fc. P) (A) fc. ZO _x ..U" .19667 = .33 .U)(A) ec. "U.. - ?.,p/ (u)(n) fc. x "U" ?3 = J,C.E3 (u)(n) f[. ? x ,.U,l _ (u)(n) 137 ? 32,1 fC. (U)(A) f l. e n?P? _ (P) (A) (L') (d) (L)(\) 1'0'L'AL IJnll Atea fncludinF Windowe R Dnars '1'O'I'AL (U) (A) TOiAL (u)(n) vnLurs // - nvc. "u^ ?IVIDBD llY 'l'0'fAl. NALL ARLA AVEW1f,e "U" P(inimum .71 vr less for 7. d 2(amily Awellings Ninimum .27 or less for all ncLcr 6uildi.ngs MOTC: If average "U" values as ra7culaCed 'nbove do noe ineec ehr I(neiy.'+ Cndo rbnuiremcn!s, [l;e "A]ernate EnvcloPe Desii'.u" as indicaCed un Page 5 ina7 Lc usad. sq sq sq _s q INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 BUILDING 026996 02/20/96 $ITE ADDRE$$: P•I•N.: 10-32900-090-02 LOT: 9 BLOCK: 1364 MICHELIE DR HIDDEN VALLEY PERMIT SUBTYPE: ' BASEMENT.FINISH APPLICANT: 2 DU7CHER REMODELING (612) 668-0758 TYPE OF WORK: ALTERATION INSPECTION FRAMTNG .. . INSULATTpN „ ROUGH IN PLB FINAL e -1 Xu CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT PERMIT TYPE: Permit Number: Date Issued: BUZIDTNG 026996 02/20/96 SITE ADDRESS: P.I.N.: 10-32900-090-02 1364 MICHELI,E DR LOT: 9 BLpCK: Z HIDDEN VALLEY DESCRIPTION: J, Bui;1QPermit Type BASEMENT FINISH BUild3ng„.,Work Type ALTERATION ? Census."Cpd434 ALT. RESZDENTIAL ? ?„.-. . _ 7 .. .. n. `,.."?,. -,f ,. A'.' \? ? Qt?1 f 8 i ?°"i i A Y ? l'r ? 1 5 A I{? 4? 3.1 ? ?. ^, ?.i ..... . -.. «? . i t. ... REMARKS: FEE SUMMARY: Base Fee Surcharqe Total Fee $50.@0 $50.50 CONTRACTOR: - ppplicant - sT. t,I@wNER: DUTCHER REMODELING 16880758 20035 98 STOKER MIKE 3643 WOODLAND TR 1364 MICHELLE DR EAGAN MN 55123 EAGAN MN 55123 (612) 688-0758 (612)681-9544 I .. _ . .' '. .. . - .. . . p . .. ... .. .. . . . . . . . .. .. . . i? T hereby acknowladge that & have re.ad thzs application and state that the informat:ion i,s onrrect and agree ta Gomply with all applicable Statz oF Mn. ? StaGutes and Cityof:E?Agdn Qrdinances._ ? APPLICANT/PERMITEE SIGNATURE id; ISSLJ Y: SIG RE CITY OF EAGAN ??Qi? ,? IOU 3830 PILOT KNOB RD - 55122 1996 BUILDING PEaMIT APPLICATION (RESIDENTIAL) „ F.. ,^n 681-4675 „ ?" -?=` ? '`'10 n ? 3 regislered slle surveys ? 2 coples of plan ? 2 wpies of plans (include beam & window sizes; poured fnd. design; ete.) ? 2 ske surveys (exterior addkions 8 dedcs) ? 7 energy calcutatlons ? 1 energy calculalions far heated addilions ? 3 coples of tree pre9ervafion plen H lot platled afier 7l1193 . required: _ Ves _ No DATE: I I Z? I Gf ?o CONSTRUCTION COST: 15 i OOU DESCRIPTION OF WORK: Lcw'e l- Leveil Fi?vs GI STREET ADDRESS: LOT Q I??(o4 W1iP.?,(Iz, ?v--- ?!.,+a BLOCK I SUBD./P.I.D. #: PROPERTY Name: S-Vo kCV- kc- Phone #: ?og 9 S 44 OWNER ?* rmer Street Address• LSL4 City: f6cc-f cc? State: V",'Zip: 5 S[Z' 3 _ coN7RAC7oR Company: ? U-?c??a?r Phone #: QF "0-7 S? StreetAddress: 3?43 OaUMo-yiJT?` License#:2U2359qf City: E u/? State: V-vl "\ Zip:55 iZ.3 ARCHITECTI Company: Phone #: ENGINEER Name: Registration #: Street Address- City: State: Zip: Sewer 8 water licensed plum6er: change are requested once permit is issued. Penalty applies when address change and lot I hereby acknowledge that I have read this application and state that the information is correct and agree to cromply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: \J?? OFFICE USE ONLY 1111CEIVED JAi 2 3 1g&?i Certificates of Survey Received _ Yes No --------------- Tree Preservation Pian Received _ Yes _ No OFFICE USE ONLY - • ?Y , ' 3? ? w T, A ,; i" BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging --n::?--.16 Basement Finish ? 02 SF Dwelling ? 07 4-plex ? 12 Muiti Repair/Rem. ? 17 Swim Pool ? 03 SF Addition o OS 8-plex ? 13 Garage/Accessory o 20 Public Facility 0 04 SF Porch ? 09 12-plex ? 14 Firepiace ? 21 Miscellaneous ? 05 SF Misc. 0 10 = plex ? 15 Deck WORK TYPE ? 31 New ,o=33 Alterations o 36 Move ? 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION . Const. (Actual) Basement sq. ft. MC/WS System (Allowable) Main level sq. ft. City Water , UBC Occupancy sq. ft. Fire Sprinklered Zoning sq. ft. PRV # of 5tories sq. ft. Booster Pump Length sq. ft. Census Code. '`1 ` Depth Footprint sq. ft. SAC Code .. ?_ Census Bidg % • ? • Census Unit i '.. APPROVAIS Planning Building Engineering Variance Permit Fee Valuation: $ Surcharge Plan Review , . License MCNVS SAC City SAC Water Conn. r Water Meter . . Acct. Deposit ' • - ?.., S/W Permit , .` S/W Surcharge Treatment PI. .. : Road Unit Park Ded. - ' Trails Ded. •+' Other Copies Total: % SAC SAC Units p CITY USE QNLY ?jp?? ' ? L / Bl T w0 (D RECElPT #; a SUBD U DATE . v : 1996 PLUMBING PERMIT (RESIDENTIAL) >; CITY OF EAGAN ? t ? 3830 PILOT KNOB Rb , EAGAN, MN 55122 (612) 687-4675 Please compiete for: ? single family dwellings ? townhomes and condos when permits are requEred for each unit FIXTURES EACH 11Q. TOTAL Shower 3.00 x ...,L = Water Cioset 3.00 x Bath Tub 3.00 x = Lavatory 3.00 x t_ _ Kitchen Sink 3.00 x = Laundry Tray 3.00 x = Hot TublSpa 3.00 x = Water Heater 3.00 x = Floor Drain 3.00 x = Ges Plping Outlet' minimum -1 3.00 x = Rough Openings 1.50 x = Water Softener 5.00 x = Private Disposal ` Dakots Cty. licanae 50.00 = (new and refurbished systems) U.G. Sprinkler " home under const: 3.00 z Alterations • to axiaun9 20AQ - = Water Turn Around zam STATE SURCHARGE .60 T07AL a ? S `'i /= 4. `/ }'ti ;ctie 7/ c Vr? SITE ADDRESS: OWNER NAME: ,k.-<<s„ - I?? •? Q ? 1.a h e? INSTALLI STREET CIIY: PHONE #: ( ) /? / ?n ? i??.f? ,? ? Jh+'? STATE: ' ZIP: CITY USE ONLY L BL RECEIPT #: SUBQ DATE:.?._..?.? ?bJ"o P1.1LIMi31R!G p?Ftt1Al7 (42ESlCJENTIf1L) CIl'Y OF EAGAN 3830 PIL(3T 6CNdB RD EAGAM, AHN 55122 ($12) 6614675 Piease campiete for: • sinyle family dwellirigs P townhomes and ,ondos when permits ere required for each unit Ex':laE5 EACH BiSL IQTAL Sho?Fi2r 3 ,0 0 x ,Vnvq\?I Vll)?1V4 q ?1 /? J.VV A BaYr, -iub 3.40 x Lavs4ory 3,00 x --- Kitcneii Smk 3.00 x !._aunery "i ray 3.00 x r•.ot i url5pa 3.00 x V?1' ior I-leater 3.00 x 1=1oor C?rain 3.00 x CNs P!p0-,•,) Jutle: " r. iimwm ? 1 3.00 x Ru,.lqp Cue'-c'ins 1.50 u - Vvr;iEr Nof(cner o vu ?. - _...._ Pfivaie D?SpOSc+l ' Dahcl?L :.ir ucc ise (new ana rwturbishea sysfems) U.G. Sptinkler ° homa ur.de; corst 3.00 Alterafions " to exlstiny 2 UO - V\Iaiar Turn Rrouind tu. ..?.___. STATESURCHARGC .60 T07,4L SITr AL7DRESS: 1 '? owNER n?AM.E:__Cn-- A e ,=k 41 _ --V t ti t INSTAlLEf2 NAME:_- ?.-- HESSIAN PLMG. SERVICES, INC. ?-REEI' ADDRESS: Inver G_meeHeightsT -- S MN 550Tf CITY: s STAl-E: ZIP: PHONE #: ( )_ INSPECTION RECORD CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITEADDRESS: Lor: 1364 MICHELLE DR HIDDEN VALLEY PERMIT SUBTYPE: oecK 1- PERMITTYPE: euiLoiNG Permit Number: 021273 Date Issued: 0 7/ 0 6/ 9 3 9 BLOCK: z APPLICANT: JOSEPH CONST, J (612) 454-5002 TYPE OF WORK: NEW 7 L .._ J -?( CITY-OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: P.I.N.: 10-32900-098-02 DESCRIPTION: I PERMIT 1364 MICHEILE OR 10T: 9 BLOCK: 2 HIDDEN VALLEY ?°.. _ Buildin`_.Permit Type Puilding Work Type UBC tlccupancjl? Building Length-, Buildiny Width : j C? ?oor s PERMITTYPE: B ILDING Permit Number: 021273 Date Issued: 0 7/ 0 6/ 9 3 DECK NEW R-3 19 16 [ l REMARKS FEE SUMMARY: Bese Fee $25.00 Surcharge $.50 Total Fee $25.50 CONTRACTOR: JOSEPH CONST, J 4380 MALMO CIR EAGAN MN (612) 454-5002 - APP cant - sT. LIc. OWNER: 14545002 0006020 STOKER MIKE 1364 MICHELLE DR EAGAN MN 55122 (612)661-9544 55123 I hereby acknowledge that T have read this informatian is correat and agree to comply Statutes and City of Eagan Ordinances. L (a '?_a 'Q APPLICAM/PERMITEE SIGNATURE application and sYats that the with all applicable 5taCe ot Mn. J Puvio 9A ED Y: IGNATUR REALTIVATE _ PERMIT'# -, W1915 cmr oF eaGaN $? 50 1993 BUILDING PERMIT APPLICATION 681-4675 ('M'Lli ?-21 SINGLE 8 MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, i set of specifications, 1 copy of energy calcs. Penalty applies: i) when permit is typed, but not picked up by last working day of month- in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date ?3 Valuation of work ? O O 1EG1 2 136 1V1C1 , _c= // Y Site Address: STREET SUITE N Tenant Name: (commercial only) IAT BIAC& B SIIBD. 1( u?? ???il P.I.D. N Descri tion of work: The applicant is: ? Owner Contractor ? Other (oe.«;be) Name Sro'?'S-f_ Phone 4? kl-p-?rW Property LAST FI0.5T Owner Address 13Cfl -I?CxlEUc -I)fL. STREET STE ! City Fs c"*^^/ _ State Zips? Company _ CLyCPiq G?JST Phone Contractor Address 5;?33? ?&yu Clf_ License # ,QZQ Exp3 " City State A-I</ Zip 5...`-lz-z Company Phone Architect/ Engineer Name Registration # Address City State Zip Sewer & water licensed plumber . Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all a plicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ?- BUILDING PERMIT TYPE ? 01 Foundation ? 02 SF Dwg. ? 03 SF Addition ? 04 SF Porch 0 05 SF Misc. WORK TYPE E? 31 New L?7 32 Addition OFFICE USE ONLY ? 06 Duplex ? 07 4-Plex 13 08 S-Plex 0 09 12-Plex ? 10 Multi. Addl1. 13 33 Alterations O 34 Repair GENERAL INFORMATION O 11 Apt./Lodging ? 12 Multi. Misc. ? 13 6arage/Accessory ? 14 Fireplace 4 15 Deck ? 35 Tenant Finish ? 36 Move ? ? r ?? . :?? 11 Ba3 mentFinish y?-?1749w'iAl'f" 1 O 18 Comm./Ind. ? 19 Comn./Ird. Misc. ? 20 Public Facility ? 21 Miscellaneous O 31 Demolish Const. (Actual) -Y, Basement sq. ft. MWCC System (Allowable) lst F1. sq. ft. City Water UBC Occupancy R-3 2nd F1. sq. ft. PRV Required Zoning Sq. Ft. total Booster PumP M of Stories Footprint Sq. ft. Fire 5prinkler Length On-site well Census Code Depth ?b On-site sewage SAC Code APPROVALS Planning Building Assessments Engineering Variance REDUIRED INSPECTIONS ? Site ? Wallboard -P Footing ;9 Final ? Framing ? Draintile Y2W- / c? ? Insulatian ? fireplace Permit Fee Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: 75- vD VstLotim: $ f ,-n 5AC % SAC Units fCt`?tC? n IJ R ? 0 i,?? o •?,. N>i o. N r ?• ?-? ? o o d ? L9_ o ' ? ro n > ? l'i? ny67 ?? r° I d d \ / Z a o / ` ? ?_ h y ) I - ? y \ BLNC?? 1.1 G 4dK (R,IR.S) a N EJ = BY070 ? 1 LZ, ?r ( H 33 ? '1Rs) ' Y 14?3 O D GAe I I R 0?1,? F?c.,.-?aY9,0 2 . ; -- , --J ' 573.0 u i O ?RoPOSEO ? ? e? ? 1 p ???USE N 1 N 0 ? Z?,oo ? N i fBV g41.5 ?84 -"6?5? 19p ?ti ? Y S ? N ???y sv,.9 ' i? , I I 1 , ! o LOT 9 I --? ? N ? a °° ? W 1 ° I N I ' a Z DRAINAGE d UT7LlTY ? $,I rASEMENT PER PLAT, _j S ? ° ° / ?BfS0.0) ' 80.00 FJ 89° 55'40" E" f- y ' l 1 • 1 I 1 1 L 1? .? cn mm 1 -n T 0 W0 O ?m < N v (? ? D -i O f- (- Rl ? (n A . J. T U1 p ? D Rl r ` -4 m Z 0 A O G Z ? ? 'o ? r O m .?I S , I INCH = 30 FEET James R. Hill, inc .- PLANNERS / ENGINEERS / SURVEYORS 9401 JAMES AVE. S. o BLOOMINGTON, MN 55431 ! 612-884-3029 C.o 3(.e? ? 2004 RESIDENTIAL BUII.DING PERMIT APPLICATION City Of Eagan 3830 Pilot Knoh Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New ConsWdion Reauiremenfs RemodeUReoalr Reouirements Otfiee9 si ffi 3 registered site surveys showing sq. ft of bt, sq. ft. of house; and all mofed areas 2 copies oi plan (20%mazimumlotcoveregeallowed) lselotEneyyCalculafionsforheatedadditions T$?sFla ?? ? 2 wpies of plan showing beam 8 window sizes; poured found design, etc. 1 sife survey for addNais & decks `? ?'? 1setofEnergyCalculations Addition - irdicateifan-sflesepticsystem g",.,? 3 mpies of Tree Preservation Plan if lot platted afler 711l93 Rim Joist Detat OpUons selecfion sheet (bldgs wlth 3 or less units Date ??7 /oq Site Address 1 J&,'-'I rn' C?-Z k-e- 0 ConstructionCoslt'+`3QI dwD (_r UP, UniUSte # Description of Work ???woc--L- Akj(? ? OQTT.ZL7Q Multi-Family Bldg _ Y fN Fireplace(s) !11_0 _ 1 _ 2 Property Owner e?7 ? 1 ?K-0? Telephone # ( t;j I ) (v?'i I Cl S? Contractor `1'?)C_ Address `9-ft l.LD (Pc_4 L{2 State tYl r-? SUi?-e. ?CC) City 3([??? Zip Telephone #(q?z) 2 Z44 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Cffiegory , Residential Vendlation Category 1 Worksheet • New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review fee applies. Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone #( Telephone # ( )_ Telephone I hereby apply for a Residential Building Permit and aclrnowledge that the informat`fi6rjis.comglete-and -accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name ApplicanYs Signature ? cl-, 1 ?5Z -2?z d 1-7 --2- ?-a_ If OFFICE USE ONLY 5ub Types • ` ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg A 02 SF Dwelling ? 08 06-plex ? 18 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01of_plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn.(4-sea.) ? 33 Ext.Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous WorkTypes 5 1/fll?„D7?nO P0)1,U44, R?0,0i 'r ???'orNc, s ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair 1& 33 Alteration ? 37 Demolish Building` ? 43 Reroof ? 46 Windows/DOOrs O 34 Replacement *Oemolitfon (Entire Bldg) - Give PCA handout to applicant Valuation Census Code T SAC Units # of Units # of Bldgs Type of Const _ Footings (new bldg) Foorings(deck) X Foatings (addition) Foundation Drain Tile Roof Ice & Water Final _%,t Framing Fireplace _ R.I. _ Air Test _ Final ? Insularion Approved By: , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit 8 Surcharge Treatment Plant License Search Copies Other Total sWAV ?? ? I 2 X 3? ? Occupancy MCES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered W idth REQUIRED INSPECTION5 FinallC.O. FinallNo C.O. _ Plumbing HVAC Other _ Pool _ Ftgs _ Air/Gas Tests _ Siding _ Stucco _ Stone _ Brick _ Windows _ Retaining Wall 4`V1:Cj?L ?? newfloor beam TJ-Beam(Tbn6.105erialN mtier:7003003315 3 PCS Of 1 3/4" x 18" 1.9E MiCrollBmi8i LVL Vser 1 3/18f2p0433006 PM Page, ErgineVersion:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ra• Product Oiagra.m is ConcepiuaL LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 °k dura6on, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pll Snow(1.15) 200.0 180.0 0 To 18' 9" Adds To roof load (5) plus wall, counter Uniform(plo Floor(1.00) 120.0 36.0 0 Ta 18' 9" Adds To Boor trib. (3') Uniform(plo Floor(1.00) 360.0 60.0 0 To 18' 9" Adds To deck load (6) SUPPORTS: Input Bearing Width Length 1 Tnmmers 1.50" 2.46" 2 Trimmers 1.50" 2.46" Vertieal Reactions (Ibs) Detail Other LivelDeadlUpliRlf otal 6750l2945/019695 L2 None 6750/29451019695 L2 None -See TJ SPECIFlER'S / BUILDERS GUIDE for detail(s): L2 -Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware s required to satisfy bearing requiremeMS. DESIGN CONTROL5 Maximum Design Control Control Location Shear (Ibs) 9695 -8014 20648 Passed (39%) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 45444 45444 66849 Passed (68%) MID Span 1 under 5now loading Live Load Defl (in) 0.454 0.625 Passed (V496) MID Span 1 under Snow loading Total Load Defl (in) 0.652 0.938 Passed (U345) MID Span 1 under Snow loading -Deflectian Criteria: STANDARD(LL:U380,TL:U240). -Bracing(Lu):; "compression edges (top and bottom) must be breced at 2' S" o/c unless detailed otherwise. Proper attachment and posiUoning of lateral bracing is required to achieve member stabilily. ADDITIONAL NOTES: -IMPORTANT! The anarysis presented is output from soflware developed by Trus Joist (T.1). TJ warranfs the sizing of its products by this software will be accomplished in accordance wtth TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have 6een provided 6y the software user. This output has not 6een reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availa6ility. -THIS ANALYSIS FOR TRUS JOIST PRDDUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was usetl for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Stoker 3 , 1384 Michele Dr. Eagan CamperYs Apple Valley OPERATOR INFORMATION; Chris Hol6rook Weyerhaeuser Chris Holbrook 700 EmeraW St. St. Paul, MN 55114 Phone:(651)637-0428 Fax :(651)637-0419 chris.holbrook@weyerhaeuser.com conycight P 2003 by Trvs Joist, a vieyexheeuser 6usiness MiczollamT 1s a rngis[eced tcadeRark oE Tcus Jois[. 4n? new Idtcnen beam TJ-13eam(fNp6.10SenaIN 70030B01331 3 Pcs of 1 314" x 18" 1.9E Microllamg LVL ?ae; En'g8n?rsan?1703 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS I.ISTED R9amber Slope: 6Jti2 Roof Slape4112All dimensions ere horizonta.l.. 18' LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 18' 8" Primary Load Group - Snow (psp: 40.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing VeRical Reactions (Ibs) Detail Other Width Length LiveJDead/Up1iWToWI 1 Trimmers 1.50" 2.61" 6938/ 3353 J 0/10290 L2 None 2 Trimmers 1.50" 2.81" 6838 / 3353 / 0 / 10290 L2 None FroducE Diagram is Cancep?cial, -Sea TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L2 -Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear(16s) 10290 Moment (Ft-Lbs) 48235 Live Load DeFl (in) Total Load Defl (in) Design Control Control -8506 20648 Passed(41%) 48235 66849 Passed (72%) 0.466 0.938 Passed (Ll483) 0.692 1250 Passed (L/325) Location Rt. end Span 1 under Snow loading MID Span t under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading -DeFlecdon Critena: STANDARD(LL:U240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherv+ise. Proper attachment and posidoning of lateral bracing is required to achieve member stability_ -Design assumes adequate continuous laterel support of the compression edge. AODITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed 6y Trus Joist (TJ), TJ warrants the sizing of its produds by this soflware wiil be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representaiive for product availabilily. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANAIYSIS. -Allowable Stress Design methodology was used for 6uilding Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S ! BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Stoker 3 1384 Michele Dr. Eagan LamperTs- Apple Valley OPERATOR INFORMATION: Chris Holbrook Weyerhaeuser Chris Holbrook 700 Emerald St. SL Paul, MN 55114 Phone:(651)637-0428 Fax :(651)637-0419 chHs.holbrook@weyLrbaeuser.com Copy:igL[ 0 1003 by Prus dois[, a Weyexhaeuser dusiness Miaollam6 is a registeretl tratlemack o_` frus Soist. screen porch rafters beam B?'. 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam(g) LVL TJ-Beam(TM) 6.10 Serial Numbar: 7009001331 Usec 1 31182004 3:R:58 PM Pa9e, EnBineVersion:1.103 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Ralember S.lope: 0+42 Roof Slope412 El ? RII dimensians ere h.orizon#al. Produck Qialram is COMrtepicral. LOADS: Analysis is for a Orop 8eam Member. Tributary Load Width: 6' Primary Load Group - Snow (pso: 40.0 Live at 115 °k duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length LivelDeadlUpliftfTotal 1 Trimmers 1.50" 1.50" 1680/81710l2497 2 Trimmers 1.50" 1.50" 1880/817/012497 DeWil Other L2 L2 -See TJ SPECIFIER'S 1 BUILDERS GUIDE for deteil(s): L2 DESIGN CONTROL5: Maximum Design Control Control Shear(Ibs) 2497 -2170 7265 Passed (30°k) Moment (Ft-Lbs) 8739 8739 13541 Passed (650%) Live Load Defl (in) 0.458 0.700 Passed (U367) Total Load Defl (n) 0.681 0.933 Passed (L/247) None Nona Location Rt. end Span 1 under Snow loading MID Span 1 undar Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading -Deflection Crfteria: STANDARD(LL:Ll240,TL:L/180). -Bracing(Lu): All compression edges (top and bottom) must 6e braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warraMs the sizing of its products by this software vnll be accomplished in accordance with TJ produd design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the soflware user. This output has not been reviewed by a TJ Associate. -Not all producis are readily available. Check with your supplier or TJ technical representative for product availability. _ -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code U8C analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for muftiple pty connection. PROJECT INFORMATION: Stoker 3 1364 Michele Dr. Eagan LamperYs Apple VaNey OPERATOR INFORMATION: Chris Holbrook Weyerhaeuser Chris Holbrook 700 Emerald St. St. Paul, MN 55114 Phone : (651)637-0428 Fax :(651)637-0419 chris.holbrook@weyerhaeuser.com Copyngh[ ? 2003 by Tmus Joist, a Weyerhaeuser Buslnass Microllam? is a regls[ered tcademark of Trus Joisc. Permil Number MECcheck Compliance Report 2000 IECC MECcheck Sofhvare Vcrsion 3.3 Rclease la Data filename: UntiUed TITLE: Stoker Remadel CiTY: Minneapolis STAT'E: Minnesota HDD: 7981 CONSTRUCTION TYPE: Single Family DATE: 03/19/04 DATE OF PLANS: 3 -15 -2004 PROJECT INFORMATION: Ki[chen Addition COMPANY INFORMATION: Roberts Residential Remodeling COMPLIANCE: Passes Checked By/Date Maximum UA = 43 Your Home = 35 18.6% Bctter Than Code Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling l: Flat Ceiling or Scissor Truss 85 38A 38.0 1 NVall 1: Wood Framc, 16" o.c. 336 19.0 190 10 Window L Wood Frame, Doublc Pane with Low-E 45 0.520 23 Floor I: All-Wood Joisl/Truss, Over Unconditioned Space 85 38.0 38.0 1 COMPLIANCE STAT'EMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitled with lhe permit applicariou. The proposed building has been designed to mcet the 2000 IECC req ' menls in [viECcheck Version 33 Releasc la and [o comply with the mandatorv requiremen s d d lhe heck Inspection Checklist. Buildcr/Designer l Date ? ? r ; ? f 1 -? ? I __ o 0 0„ P, T ° ?S V ?! \ \ ?? • ??,3` ?o Z!, x t Y ?u I d°d \ i eeqc?? ..?.?ra y;l•tl /.?? 5 .r? ( cY ` ' ? / ? y11 /\ B4EV??uoq ? 2°•VO:1k? ?? (8•lR,S') La N ? eY07o ? i ?ti,! Lc,33 ??S r V ? , '9O r?1 ?? aver ( ? ro a N >1°00•.. . N R.;l oi / ' =?•?r Gae. n ? r) ? ti U 1'1 O {aRoPaSEp. ? . 14ou5? Q1 p / i.f`•? N ? i [SUa,S? _..19op ' 7 . ? (0 N I iC . tvx? i ? DEtIL ( (B O> ? I N ltp 1.? < rjJ ? I LoT 9 ? 0 n ? a ? . °47 ? o z 1 0- J Z PRAINAGE G 11i11l7'Y f rrEASEAfENT PER PiAr -- ? o ? $ / ( f 73.0 ? Q ? ?( 8fio.o j r- ? ?- .: -- ? up 0 l???O ?O m < ? ?D r T' r O R . r m (n r r v? 4? n I :E o Z o M oe ZW ? Z) ? (:o m .?, Z , N p O m o TtiPci s 6t Cv..l?orl aY9.p? T ;ro• , S 111JCH - 30 FEEj ? James R. Hill, inc.- PLANNERS / ENGINEERS ! SURVEY4RS 9401 JAMES AVE. S. • BLOOMINGTON, MN. 55431 9 612-884•3029 , 67iiiiu4 'i'un ia:zo rne aazaaoiiir ixw duiz?i T P? Lgj uus ' Date: ?+Y 11 2004 ? Ta; JOHN H W/ LAMPERTS-APPLE VALLEY Jab #;04-723 e a.nrne.?.a s?woe. 4530 W. 77th Street, 3te 200. Edina, MN 58435 pACE 1 OF 1 (952) 898-1115/(800)438-1427/Fax: (952) 896-1117 PRODUCT APP TION JOH NAME TO ER =13 M EL^ DR. LOCATION EAGAN MN SALESMAN BRAD OVER ENGR NA dl1230 LENGTu 14? DEPTH 9 1/2" _ MATERIAL T 100 Z CODE IHC SPACING ?d" 0 C STRESS DEAD LOAD 17 psf FLOOR LOAD35 osf TOTAL LOAD52 RSp JOIST REPAIR 6? 12 9 1/2" TdI?230 S 24" O.C. tNSTALL COPITINUOUS 12 11qA -- BEVELED BEARING f?.M?? I4 ???A PLATE(2X12) 0 TJIfPLATED SYLFF?rc?t TRUSS INTERFACE. CONNECT TJPTO PLATE WITH (1) BD (2 ., y2") BOX NAIL PER SIDE HANGER OR HEVELED HEARING PLATE THIS REPAIR IS STRUCTURALLY ADEQUATE FOR DOWNWARD FORCES ON THE 9h" TSI*230 0 24" 0/C. UPLIFT CONNECTIONS & THE STRUCTURAL ADEQUACY OF THE PLATED TRUSS W/ THE ADDITIONAL LOAD FROM THE 93¢° TJI*230 IS THE RESPONSIHILITY OF OTHERS. TE: Manufactvrera determination of TJ product(s), profiles, deptha, and designa based on details, deviations shall void above determination and shall require bove M w h l di . y a nga s o ae enaiona and lew by maavfacturer. This information applles only to the project referenced above aad ie not to ff vieaed astypical for TJ products used in olher applicatians. be COMMENTS: -APPLY STRUCTURAL ADAESIVE TO ALL CONTACT SURFACES. 61i1r04` oJ/11/uY iuc io:cu rnn aJCOaulllr tnUJ JU1J1 t: ,:??,_?.,a5,fi„'N- r.7002128NS 3 Pcs of 1 3/4" x 18" 1.9E Microllamll) LVL Uear4 Sf111200612:00:51PM Pa,<, En91^oVerelon:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET QESIGN rnNTRni SFnR THE APPLICATION AND LOADS LISTED Member Slope: 0172 Roof Slope4112 SEC' ??7 Ar? ? NI rllmenalons are horizontaL Producc oiagrarrt Ic Conceptual. LOADS: Analysis is for a Orop Beam Member . Tributary Load Width: 18' 6" Primary Load Group - Snow (psf): 35.0 LJve at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing Vertlcal Reactions (Iba) Detelf Other Width Length Live/DeadNplift/Total 1 Trimmers 1.50' 2.39° 6070 / 3353 / 0/ 9423 L2 None 2 Trimmers 1.50' 2.39" 6070 / 3363/0 / 9423 ; L2 Nona I¢JVU4 -See TJ SPECIFIER'S / BUILDERS GUIDE for detall(s): L2 ? ;-Beadng length requirement exceeds input et support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (Ibs) 9423 Moment(Ft-Lbs) 44170 Live Load Defl (in) Tolal Load Defl (in) Lacation Rt. end Span 1 under Snow Ioading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Design Control Controi -7790 20648 Passed(38%) 44170 66849 Passed(68%) 0.408 0.938 Passed(IJ552) 0.633 1250 Passed (U355) -Qeflection Criteria: MINIMUM(LL:U240,T1:U1 SO). -Bracing(Lu): All compression edges (top and bottom) must he braced ai 8' 5" o/c unless detailed othenvlse. Proper attachment and positioning of lateral bracing is reqaired to achleve member stabiliry. -Design assumes adequa[e continuous lateral support of the compressio,n, edge. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are In accordence with current TJ materials and code accepted de ign values. TJ Enginearing has verifled the analysis. The input Ioads and dimensions have heen provided by others ( a oh n N ?.?.L+. 4 r{5 ' & vwV 4 ) and must be verified and epproved for the specific appllcation by tha design professional for the project. -? -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodolagy was used for Building Code UBC analyzing the TJ DisMbution product listed ahove. •Note: See TJ SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply connxtion. PRO.fECT INFORMATION: Stoker 3 1364 Michele Df Eagen, MN Joh # 04•723 OPEReTOR INFORMATION: Jeremy Schrelner Trus Jolst 4570 West77th Street Suite 198 Edina, MN 55435 Phone:952-896-1115 Fax :952-896-1117 schreij 0 trusjoist.com Copyriehc e]Oa] Oy?e Jolet, a wayarMeueer evai?wea NiC[o11em9 i8 a [e9is[ezed tredemn=k o2 M1YUe dais0. Si\£N(iIpBCR\6I2INGVOD{9ixa\T2J-?a „ VaP11/u4 1uC ta:cf rAA oaeoaolli/ 1nuJ Ju1J1 V ???? T.?aa*mRM)e.ioseaa?NU x?omnizeeas UBer.4 5/fl2004120052PM 2 EnydneVwel0n:1.10.9 Pepe THIS P CONTR Operator Notes: -The (3) pieces of 1?/i X 18" 1.9E P detailed below. -Any devlation wlll require further ar 2' TYP 3 Pcs of 1 3/4" x 18" 1.9E Microllam@ LVL I UCT MEETS OR EXCEEDS THE SET QESIGN :FOR THE APPLICATION AND LOADS LISTED l¢jUVb LVL with design controls specified ebova wlll be structurally adequate with the notches as tj TYP I (3) PLY 1 3/4" X IB" 1.9E MICROW,AMOLVL PROJECT INFORMATION: Stoker 3 1364 Michele Dr. Eagan, MN Job # 04-723 copyriahe e 2003 by 'hve soi.e, a w Kicrollae6 is a ra9iscxe9 e=aa?mer 3:16NOINEBR\BLaINC\2006sivaV33.ams PERATOR 1NEORMATI0N: Jeremy Schreiner , Trus Jolst 4570 West 77th Street Suite 198 Edina, MN 55435 Phone : 952-896-1115 Fax 952-896-1117 xhreiJ 6trusjoiat.com e„ei..a i"T I I SECT[ON A VO%11/V4 1-UC 1D:Lf l'AA yOLOy01111 1KUJ JU1J1 3 Pcs of 1 3/4" x 18" 1.9E MicrollamO LVL Ueer4 5111l2W42:3MSPM Paw, Engi^BVeB1an 7703 7HIS PRODUCT MEETS OR EXCEEDS TWE SET DESIGN CON7ROLS FOR THE APPLICATION AIdD LOADS LISTED Mem6er slape: 0132 Roof 610peE172 pll tllmensions are horizonia[. LOADS: Analysls is fOr a Drop Beam Member. Tributary Load W idth: 22' Primary Load Group - Snow (paf): 35.0 lJve at 115 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length L(vaJDeadNpiitt/fotal 1 Stud wall 3.50" 4.77" 7700 ! 3561 / 0/11261 ?- 2 Stud wall 3.50" 4.77" 7700 13561 / 0 /11261 Detail Other PI'OQUCt Dlagram is C017C@p$lldl. L1: Blocking ,1 Ply 1 1!4" x 18" 1.3E TimberStrendM LSL L1: Blocking .1 Ply 1 1/4" x 1B" 1.3E TlmberStrandO LSL •See TJ SPECIFIER'S/ BUILDERS GUIDEfordetail(s): Lt: Blocking -Bearing length reqWement ezceedstnput at support(s) 1, 2. Supplemental hardware is requfred to satlsfy beadng reqWrements. DESIGN CONTROLS: Maximum Shear (Ibs) 11073 Moment (Ft-Lbs) 54444 Live Load Defl (in) Total Load Defl (in) Design Control Control 9243 20648 Passed(45%) 54444 86849 Passed(81%) 0.582 0.656 Pasaed (1-1405) 0.852 0.983 Passed (U277) Locatlon Lt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow Ioading •Deflection Criteria: MINIMUM(LL:U360,TL:L1240). •Bracing(Lu); All compression edges (tap and bottom) must be braced at 5' 6" o/c unless detailed otherwise. Praper attachment and poaitioning of lateral bracing is required to achieve member stabiliry. -Design assumes adequate continuous la[eral support of the compression edge. ADDITIONAL NOTE&1 -IMPORTANT! The analysis presented is outpu[ from soflware devaloped by Trus Joist (7J). Allowable product values shown are in accordance wlth current TJ materials and cod accepted desig values. TJ Engineering has verified the anaiysis. The input loads and dimeasions have been provided by others 1 o H n H w? ?+ - '?s -?ic k?,pnd must be verified and approved for the specific application by the design profeseional tor tha project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITU710N VOIDS THIS ANAIYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Stoker 3 1364 Michele Dr Eagan, MN Job # 723 OPERATOR INFORMATION: Jeremy Schreiner Trus Jolst 4570 West 77th Street Sulte 198 Edlna, MN 55435 Phone:952•896-1115 Fax :952•896-1117 schrefj OtrusJolst.com IVA VVb ? Copyrignc o 2003 by M1kva Coist a%eYerheeudar Busfxiese xSCrotlemB la e xepieeesad cr?evuck oT 'i'rus .toist. 5:?6NGI96BR?SIZSNG?2006811!\'133e.9me VJi11IV4 lUG 10.41 P? UJLODUlllf 1ROJ JV1J1 uVVf x. ?? , ? ?.,o??.?"N??,2 ? 3 Pcs of 1 3/4" x 18" 1.9E Microllam? LVL Uaer.d SI11f20012:9726PM PeoaZ E^oi^BVerdo^,,°s THIS PRODUCT MEETS pR EXCEEDS THE SET DESIGN CONTRULS FOR THE APPLICATION ANQ LOADS LISTED Operator Notes: -The (3) piecea of t?e" X 18" 1.9E MicrollamO LVL wifh design controls specified above will be s[ructurafly adequate with the saw kerf as detailetl below. -Any deviatian will require further analysis. (3) PLY 1 3/4" R 18" 1.9E MICROLLAMa LVL PROJECT INFORMATION:. Stoker 3 1364 Michele Dr Eagan, MN Job # 723 20 OPERATOR INFORMATION: Jeremy Schreiner Trus Joist 4570 W ast 77th Street Suite 198 Edina, MN 55435 Phone952-896•1115 Fex 952-898-1117 schreij CtrusJoistcom 77-7 ? ? 3w. SECT[ON A CopytlBht O 3003 by Txue Jciat, a MeyezMeueei Bveimas MLeio3ls? ie e zeqlatered CieEsmerk ot Txus Solse. 5:\dGINB&t\SIZ1NC\300dBise\]23a0a9 " 05%11/04 T[lE 15:25 FAX 9528961117 1RUS JOIST ? Y- 4. -n r*w? Yn, z., su s i n m May 11, 2004 John H. I,amperts Apple Valley, MN Re: Stoker 3 1364 Michele Dr. Eagan, MN 7ob #04-723 Dear7ohn: This letter is being sent to verify the adequacy of the 9 1/2° TJIO 230 at 24" on center in the above referenced project. The enclosed product appGcadon verifica6on (PAV) shows the required reinforcement. The PAV can be identified by the filename 7oh #04-723 in the upper right hand comer. Please review the enclosed detail and ins[all accordiYrgly. The 9 1/2" TJIS 230 at 24" on center will be structuralZy adeqvate for the given conditions if the PAV detaIl requirements are met. Secondly, this letter is being sent to verify the adequacy of the (3) ply 1'/a" X 18" 1.9E Microllamo LVL in the above referenced project. The (3) ply 1'/+" X 18° 1.9E Microllam8 LVL will be shvcnurally adequate for the given condiqon as shown on the enclosed T7-BeamT"t calculation. The calcularions can be identified by the following date and kime in the upper left-hand cornar: 5/11/04 12:00:52 PM 5l11/04 2:37:25 PM Tlus analysis is based on information you provided. Any deviation &om this information will require re-evaluarion. We have not reviewed the project ptans to determine if product application, design loads, and dimensions aze correct. An authority familiaz with the structure must confirm the validity of the loads and dimensions shown. The calwlations apply only to Trus 7oist products in the above project. Please look for the proper Trus Joist trademarks when at the groject site. Please contact us if you have any questions. Sincerely, ? pe Jeremy Schreiner NoRh Central Region Encl. c. Janel Burg, Trus Joist lib ooz NoM CcMre? FeG.• 45T0 W 7TN Stroei. SWte 18B •£d'via, Mlnra5Wa55435 - PMna 952.898.1115.TU1 Ffea HW.438.142T. Fex 652.8%.1itT Bearing at Wall Trus Jaist rim baard or blocking for lateral support i Beam to Beam Connection Top flange hanger i Bearing for poor or Window Header ` Bearing at Concrete Wall , Vrotect urood from direct contuct wiEh concrete Bearing Length Requirements 1?¢?c4.. > '?m#)? %tY+:r :2:OOQ?;,"!`. ? 1319' 1 Uz' 142" p ??b00Q? 43I9° 21I2" 13I4` ?$:ooo,9i 04• 31i4° 2114' Ph" 4- 2314' 'L 43/9 3'14 - ?'1NroWL?`] 542' 3314' 61/<° 4U4' ]" 43J4' 7314° 51I9' 531+" 644" ;?ZdyUQOtY 63I4' T14" 73/4 10 See MicrollamO LVL FRAMfNG CONNECTORS on pages 14 ¢nd 15 Bearing at Column Veri(y MicrollamO LVL 6eam bearing length befow Nails Installed on the Narrow Face ?{rd.'t'??FYiy„S?`?3.???4 ._ .. q• .,-f ?h?tCbf?R? $• • If more than one row of nails is used, the rows must be offset at least lIz" and staggered. General Notes • Beanng length should never be less than 1112" at ends, 31/z' at intermediate supportr. • Beanng across the full width of the beam is required. • Beanng lengths for MicrollamO WL are based on a 6earing rtress of 750 psi. DO NOT overhang s cub on MicrollamO L beamf beyond intide face oFsupport member cl% i eat VL EdA `e ? 21 4q i ? Face mount hanger 1 or Window Header ',? p pe" r code If top ? : is not wntinuou5 header ,;s,-:' r*= i, L2 Wal1-' 7opflange hanger ? Facc mourit ? hanger ? See MicrollamO LVL FRAMlNG CONNEGTORS on pages 14 and 15 Bearing at Column ro"woww ? Protect wood from [lireci confnct uith concreie Bearing Length Requirements Neattion„ . i?' a ? ? , k?2eWyue 13/9' 1112, v?.4"OOQ,#?' 31/+^ 13I4" tilz' 431a' 21I2' 131a' U^8,9,?.'13 61l4' 3114' 211+ 7314" 4° z3n* ''t2;000t?i. 4314' <3114'__. $11I" 3314" 640' 411+' 7- 4314' yy2Q QOU'„?*_. 73/4" $1l4" $314" 24;000?<i` 61I+' 631+' r/+• pp' Verify MicroUamO LVL beam bearing length belnw Nails Installed on the Naeeow Face ?. i?p?c?nS ?s„Rs 3, 4' • If more than one mw of nails is used, the rows must be offset at least 1(2' and strggered. General Notes • Bearing length should never be less than 1lIz' at ends, 3'lz` at intermediate supports. • Beanng across the full width of the beam is required. • Bearing lengths for Microllamm LVL are 6ased on a bearing stress of 750 psi. DO NOT overhang se cutr on Microllamc L beami beyond irtride face of support member Beam to Beam Connection ? ? at VL ^?:£ , ? Bearing at Load bearing or 5hear wall above (must stack over wall below) Web etiffeners re0.uired - each eide at 81W 4010 ?anel Load bearing wall above (m ust stack over wall bel ow) Intermediate Bearing - No Load Bearing Wall Above N each side at 62W 8locking panels may be required with shear w 0? 4 6acker black: Install tigkG to top flange (tight to bottom flange with face mount hangers), bath 5ide5 of web with single TJIm joists. Attach with ten tOd (3") box nails, clinched . when pa55161e. ? Filler bloek: Nail with ten 10d (3") box nails, clinched. Use ten 16d (3Vz") box nail5 from each side with TJIr/Pro 550joi5t5. Wth tap ftange hangers, backer block ? required on(y for dowrtward loads eacceeding 25016s or for uplift conditionr -"-- r-'WebStiffenerAttachment.^J ? TJIe/PRO"" 550 JOISTS ONLV ' 11 6ap: ? ??/s"minimum ? 23la" mazimum Three 8d (21/z') box nail5, clinched Web stfffener each side?'1: TJIO/Pro'" 150Joists: Vz' x 25H6" minimum p? TJIm/Pro'" 250joisUS: 5/e" x 25h6" minimum \ TJIO/Pro'" 350 Joists: 1" x 25he" minimum Tlght ? Gap: ? Va" minimum 1112P.23/a' maximum Three 16d (3VZ" box nails I??ZI ? 2x4 web 5tiffener(2) \ tight I ? Ute 1x4 minimum squash blocks W ?-Q (r) W¢b rtiffener material shd( 6e PS 1-95 or P52-92 sheuthing, face grain veNical tranrfer load around TJI@joist (2) 2x4 consWC#on gmde or better Refer to Page 6 for General Notes for Details Filler and Backer Block Sizes ,. ??..' 1 «:i? _?P? r iftle?,.na•,?7, 4._.orzt6 M i. 35 a?ir?la."t ?.?3. 0^??? _?F?4 ar'16..;,..1? a?Y,?'? 55US .? .. o : ti?Tlt:,:t.. ,T4 _ari6"`? w ??k*+ 1/e" net ' 2a6 2.8 2x6 + tJz" 2.8 T. 7x6 Two - 2x8 ??2?.A?¢ -„. ? E sheathing sheaMing ''?SCa`iMle?`'ver?F7ier 2x6 ' ' . 2x6 ' ' 2x10 " l ' 2x6+1Jz'sheathing ' ' 7x10+i/z•sheathing 6' 0 ` l Natappliobie {DeGJE4?aej,'? 4 -0 long. long 4 -0 ong 6 -0 4 -0 long ong - 112" 0/ SIB1 ?IB" Ol 3I4" ?If" Of 314" I" fIEL 1° nCF Zx$ Zx$ If necessary, increare filler and backer bbck height forface mwni hangers. Maintain 1l8" gap atmp ofjoisq see detail W. Filler and backer block dimensions shoold accommodate required nailing withoot splitting. Web 5tiffenere I I I required each side at B3W alLr above or 6elow - see detai( 81 la Bearing plata: Flush plate with in5ide face of 9528961117 05/14/04 FRI 06:19 FA% 9528961117 TRUS JOIST 4530 West 77fh Street Suiie 200 Edina, MN 55435 Phone: (952)-896-1115 Fax: (952)-896-1i f 7 v- to: -31 1 m l&' G. Fax ( SI- '4 7c _ Phone: Re: ? ab # e4_7? t ? 3 ? UegenS A(Far Revtew c?' From: JeremySchreiner i 6 y y Date: Pa9es: S Ly H.a.e1*p,; Lqs... 116.1 Cc: Al, ? ?. C] Please CommeM ? Please Reply Q001 A v O Please Recyde - This facsimile may cont8in confidenpal infarmetion thaf Is not intended fordis,triWupon fo anyow oMerlhen Nie (ntended racypient listed above. /n the avent the Hrterrored reclppent or an emploYea rwponsbfe for delivering tAig fsasimile to fhe intendsp rxipL-nt fs einavai/able, p/ease do nof aNSbfbu(e y?i,q fgcskrdle npgh, us immediately by telephone, and retum fhis facsimJle by ma(I, 7lrank yau. •Commants; 05/14/04 FRI 06:19 FAX 9528961117 TRUS JOIST Q 002 ?? ? May 13, 2004 ""'WeM B"siness John H. Lamperts Apple Valley, MN Re: Stoker 3 1364 Michele Dr. Eagan, MN Job #Q4-723 DearJohn: This letter is being sent to verify [he adequacy of [he 9 1/2" TJI@ 230 a[ 24" on center in the above referenced project. T'he enclosed product application verification (PAV) shows the cequired reinforcement. The PAV can be identified by fhe filename Job #04-723 in the upper right hand corner. Please review the enclosed detail and instali accordingly. The 9 1/2" T7IO 230 at 24" on center wiil be structurally adequate for the given conditions if the PAV detail requirements are met. Secondly, this letter is being sent to verify the adequacy of the (3) ply 1'/a" X 18" 1.9E Microllam(D T.VL in the above referenced project. The (3) ply 1'/a" X 18" 1.9E MicrollamO LVL will be structurally adequate for the given condition as shown on the enclosed T7-BeamTM caiculation. The calculations can be identified by the following date and time in the upper left-hand corner: 5/13/04 3:45:06 PM This analysis is based on information you provided. Any deviation from this information will require re-evalvation. We have not reviewed the project plans to detertnine if produc[ application, design loads, and dimensions are correct. An authority familiar with the structure must confirm the validiry of the loads and dimensions shown. The calculations apply only to Trus Joist products in the a6ove project. Please look for the proper Trus Joist orademarks when at the project site. Please contact us if you have any questions. Sincerely, At""To rP ?- Jeremy Schreiner North Cenhal Region Encl. c. Janel Burg, Trus Joist No? Cantral Repian ,4570W T/Ih 9reat, Suile 198 • Etlina, Minrresale 55935 • PMne 952.898.1115 • Toll Frea e00.d30.1427 • Fex 962.896.171] 05/14/04 FRI 06:19 FAR 9528961117 TRUS dOIST Z003 ' Date: MAY 11 2004 ? To: JOHN H. W LAMPERTS-APPLE VALLEY i a e wmm..?..a».w... Job #: 04-723 4530n W. 77th Street, Ste 20Q, Edina, MN 55435 (952) 896-1115/(800)438-1427/Fax: (952) 898-1117 PAGE 1 OF 1 PRaDUCT APPLICATION VERIFICATION JOB NAME STOKE:R 3-1364 MICHELF DR LOCATION EAGAN. MN SALESMAN HRA? OVERHY ARCH NA ENGR NA MATERIAL TJ1'230 LENGTf3 14' DEPTH 9 1/2" „ STRESS 100 % CO?E IBC 5PACING 24° O.C. DEAD LOAD 12 nsf FLOOR LOAD 35 psf TOTAL LOAI]52 Rsf „ ?JOIST REPAIR s iz • 9 1/2" TJP230 ? 24" O.C. INSTALL CONTINUOUS 12 BEVELED BEARING 4 PLATE(2X12) @ TJI?PLATED TRUSS INTERFACE. CONNECT TSOTO PLATE WITH (1) 8D (2 ?/2") BO}t NAIL PER SIDE HANGER OR HEVELED HEARING PLATE THIS REPAIR IS STRUCTURALLY ADEQUATE FOR DOWNWARD FORCES ON THE 936" TJI*23U @ 24" 0/C. UPLIFT CONNECTIONS & THE STRUCTURAL ADEQUACY OF THE PLATED TRUSS W/ THE ADDPfIONAL LOAD FROM TfE 93k" TdI'9230 IS THE 12ESPONSIBILITY OF OTHERS, NOTE: Maau4acturera determination ot Td product(s), profiles, d ?m deaigns based on datails, dimensiona and loadings show above. Any deviations shall void bavnation and shall re uire L q review by manufacturer. This information applies oaly to the proenced a6ove end is not to Ee viewed as typical'for TJ products used ia other applicatioas. COMMENTS: -APPLY STRUCTURAL ADHESIVE TO ALL CONTACT SURFACES. S1I1+°'4r 05/14/04 FRI 06:20 FAX 9528961117 TRIIS dOIST C???- TJ.Beere{TM)6.10SerIalNU?iz 3 Pcs of 1 3/4" x 18" 1.9E Microllarne LVL Usec4 5113/2W63'45:08PM Pa9a, E^9'^aVani°^ ,103 TFi1S PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slapp: 0112 Root SIOpB4l72 I SFE ll C-t a F t- I ,e•9'. ? 7?- C All dimensiansare horizorrtaL Product Qiagram is ConC6ptual. LOADS: Analysis is for a Drop Beam Mem6er. Tributary Load Width: 18' 6" Primary Load Group - Snow (psf): 40.0 Live at 175 % duration, 17.0 Deatl SUPPORTS: input Bearing Vertlcal Reactions (Ibs) Detail Other Width Length Live/DeadNpliTUTotal 7 Trimmers 1.50' 2.61' 6938 / 3353 / 0 / 10290 L2 None 2 7rimmers 1.50' 2.61" 6938 / 3353 / 0 / 10290 L2 None -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L2 -Bearing length requirement exceeds input at suppon(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Loeation Shear (Ibs) 10290 -8506 20648 Passed (41 %) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 48235 48235 66849 Passed (72%) MID Span 7 untlar Snow loading Live Load Defl (in) 0.466 0.938 Passed (U483) MID Span 1 under Snow loading Total Load Defl (in) 0.692 1250 Passed (U325) MID Span t under Snow loading -Deflection Criteria: MINIMUM(LL:U240,TL:1J180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 5" o% unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lataral support of the compression edge. (it 004 ADDITIONAL NOTES: •IMPORTANT! The anatysis presented is output from software developed 6y Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and cod accepted design values. TJ Engineering has verified the analysis. The input loads and dimenslons have been proaided 6y others (?a ti? N? ?c.y????S - f? I/ ) and must be verified and approved for ihe specific application 6y the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBS7ITUTION VOIDS THIS ANALYSIS. -Allowable Slress Design methodology was used for Bullding Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIEA'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Stoker 3 1384 Michele Dr Eagan, MN Joh # 04-723 OPERATOR IIYFORMATIdN: Jeremy Schrelner Trus Joist 4570 West 77th Street Suite 198 Edina, MN 55435 Phone : 952-896-1115 Fax :952-886-1117 sch reiJ 0 trusjoist:com Copyripht O 204] by 'crus .lolec, a WeyarTaauser eusineca HScial3aci Ss a aegiaGex?fl CC6demniR oL TYUa doiak5:\6NGIN8ex\5I2ING13004eiae\]]3.? 05/14/04 FRI 06:20 FAX 9528961117 TRUS JOIST ? ? T?.?a?,TM,_,oSerW "Nurn5a1z 3 Pcs of 1 3/4" x 18" 1.9E Microllam@ LVL Use,:< 5/1$'20063A5.06PM Paga2 EnyneVerston:1.103 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE ARPLICATION AND LQADS LISTED Qo05 OAerator Notes: -The (3) pieces of 7'/," X 18' 1.9E MicrollamOD LVL with design controls specified above will be structurally adequate with the notches as detailed below. -Any deviation wi{I require fuRher analysis. - 2' 2 TYP 154" TYP I ($) PLY l 3/4" X IB" 1.9E NICROLLAOLVL 1B 9• PROJECT INFORMATION: Stoker 3 1364 Michele Dr Eagan, MN Job # 04-723 Cepyeiqhc o 1003 by 1YUe Toisc, c weyerLaauaer Hueiness Kiccollem0 ic e iegietcre8 Gzademark OE 'hue JcisC. 5:\6?GI1168R\812ING\3004siee\723.spi9 41y ? 1?.. ? ? ?4 3?.SEMON A SECTION 6 OPERATOR INFORMATI4N: Jeremy Schreiner Trus Joist 4570 W est 77[h 3treet Suite 198 Edina, MN 55435 Phone952-896-1115 Fax 952-896-1717 schreij Otrusjoist.com J c? ?63 2004 RE5IDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date -5'- I I vq ,,^ Site Street Address (Q q /V C < < k e ? f o- 0 r Unit # Property Owner S T U (r e 2 Telephone #( ) Contractor l1 Q h e Lr- (' r (or Telephone #(dj F0 Address 7.20 PO n City MC Wif-it Cjf?T State? Zip EEf The Applicant is: _ Owner x. Contractor _Other Alterations to existing dwelling /,'-Add fixtures to rooms, excluding water softener and water heater _Septic System Abandonment _ Water Turnaround (add $121.00 if a 518" meter is required) Other: $ 50.00 Water Softener Water Heater _ replacement _ additional $ 15.00 Lawn Irrigation System RPZ_ new _ repair _rebuild $ 30.00 State Surcharge $ 50 Total S5 $ U - I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. DA Ve T?4 h PG -Sr ApplicanYs Printed Name ApplicanYs i ature Ll? PERMIT City of Eagan Permit Type:Building Permit Number:EA114906 Date Issued:09/20/2013 Permit Category:ePermit Site Address: 1364 Michelle Dr Lot:9 Block: 2 Addition: Hidden Valley PID:10-32900-02-090 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar. Pictures are not acceptable in lieu of inspections. Carbon monoxide detectors are required by law in ALL single family homes . Jackie Terrell Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael R Stoker 1364 Michelle Dr Eagan MN 55123 Walker Roofing Company 2274 Capp Rd St Paul MN 55114 (651) 251-0910 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA120558 Date Issued:02/20/2014 Permit Category:ePermit Site Address: 1364 Michelle Dr Lot:9 Block: 2 Addition: Hidden Valley PID:10-32900-02-090 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - 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 by law in ALL single family homes . Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael R Stoker 1364 Michelle Dr Eagan MN 55123 (651) 681-9544 Home Depot At Home Services 656 Mendelssohn Ave N Golden Valley MN 55427 (763) 542-8826 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA139251 Date Issued:10/17/2016 Permit Category:ePermit Site Address: 1364 Michelle Dr Lot:9 Block: 2 Addition: Hidden Valley PID:10-32900-02-090 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael R Stoker 1364 Michelle Dr Eagan MN 55123 (651) 681-9544 Pronto Heating & Air Conditioning 7415 Cahill Rd Edina MN 55439 (952) 835-7777 Applicant/Permitee: Signature Issued By: Signature