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672 Leonard Lane?-f- '-{ r31 o c- 1 1 -a- z7 -r- ,sto RESIDENTIAL ,y r? ? ??V-e'3 BUILDING PERMIT APPLICATION CITY OF EAGAN 1?1 P 3830 PILOT KNOB RD - 55122 651-681-4675 p fi New Construction ReQUirements . 7 registered ste surveys showing sq K of lot sq. R, of house; and all roofed area5 (20 o maximum lot coverage allowed) • P copies of plan showmg beam & window sizes, poured found desgn, etc.) • 1 set of Energy Cafculatlons . 3 wpies of Tree Preservation Plan rf lot platted after 711193 • Rim Joist Detatl Options seledion sheet (bldgs with 3 or less umLs) '-4 ?'SFs3`{ qc? '-I Fs?s 3 t, ?'S-D 8) ?i0-lzs-O °f b - Z.1 RemodeUReoair Reouirements . 2 copies of plan • i set of Energy Calculations for healed adddions d .? • 15itesurveyforutenoradditions&decks a ?k K. ? ? DATE 1-'-23-ba VALUATION (EXCLUDING LAND)? JOB SITE ADDRE55 l 0?2 k-UY1Q.rG{ a1C'. If MULTI-FAMILY BUILDING, HOW MANY UNITS? PROPERTY OWNER DCZ-rr w t- Y?2ar Pi i- TYPE OP WORK IU-eO OrI.?Y"i" L(C?° c)Yl FIREPLACE(5) _0 -_1 _2 _3 APPLICANT S COI) br. PHONE # l?- VS_V- y9-3&- ADDRESS?I7? E D I'702, ZIPCODE PAGER # CELL PHONE # lo0- ? 75? FAX # (o?J -?I SI -`25_7 I NEW RESIDENTIAL BUILDfNG ONLY - FILL OUT COMPLETELY Energy Code Category _ MINNESOTA Ri.TI.ES 7670 CATEGORY 1 (check one) - Residential Ventilatlon Category 1 Worksheet Submitted - Energy Envelope Calculations Su6mitted _ viINNESOTA RULES 7672 New Energy Code Worksheet Submitted Plumbing Contractor: acherQ,r r" 1tf/U?1 /1a Phone 1F: 4?17- 673Y Plwnbiug Scstem Includes: Water Solten r Laevn Sprinkler Fee: 590.00 ? Wa[er Heater No. of R.I. Baths ? No. of liaths Mechanical Contractor. ?A[_ Irbn ?w /& Phone # (?f 1-'?(v0 ' 0??3 Vlccliuiiril Syswm Includes: _j tir Conditionino Pee: $70.00 Heat Recovery System Sewer/Water Contractor. ak?Q%r At{."l1_ Phone # U All above information must be submitted prior to processing of application. I hereby acknowledge that I have read this applicatlon, state that ihe information is all applicable State of Minnesota Statutes and City of Eagan Ordinances. Sfgnature of Appllcant Certificates of Survey Received c Tree Preservation Plan Received _ I t nN and 2 s 2002 U? co pIy with Not Requ ri ed ? Updated V01 OFFICE USE ONLY a ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 71? 02 SF Dwel ling ? 08 06-piex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 0 1 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-plex C1 19 LowerLevel ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous q? 31 New ? ? 35 Int Improvement ? 38 Demolish (loterior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (81dg)" ? 43 Reroof ? 46 WindowslDoors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation tg oo Occupancy -Jej 'u?' MC/ES System Census Code Zoning ? City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. / f PRV Nbr. of Bldgs Length y y? Fire Sprinklered Type of Const Width ? Footings (new bldg) _ Footings (deck) _ Footings (addition) Foundation Drain Tile Roof Ice & Water Final ? Framing? ? Fireplace < R.I ?/ Air Test ? Fntal ? Insulation 7 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 REQUIRED INSPECTIONS FinaUC.O. T FinaUNo C.O. _ Plumbing _ HVAC _ Other Pool Ftgs Air/Gas Tests _ Final mg )['Stucca tone s ew replacement) 1 Approved ByBuilding Inspector ---------------------------------------°-°------------------------- f3l,?- l 3 7o s 573 ,m 9 7y 6-11 q . p?m.??f 1 zo X 3 a Pi ?2 0 /,27 <6 ,;? v ?jr7i? Address 6 i 2 L e o n a r a L a n e Z1p 5512 3 IAt 4 Blk i Sub rerron Acres THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECI'ION. Date: ?a5 ?eJ ? Yes No Inspector: ?m Final grade (6" from siding) vll? Percnanent steps (garage) Permanent steps (main entry) Permanent driveway Permanent gas Sod/Seeded grass TraiUcarb damage `J/?lb,,^ ? e-e- IS 490''? nGV e 4D-9 Porcb jZer?ovrrb)e r/--U6 PetucC Basement finish /(PD Deck Please verifV with the builder the removal of roof test pps from the plumbing system and the shut-off of water supply to the outside Iawn faucet before freeze potential exists. Contad engineering division at 681-4645 before working in rightof-way or installing underground sprinkler system. ? White - Ciry Copy Yellow - Resident Copy Pink - Contracror Copy *dtV oF eagan PATRIC[A E. AWADA Mryor PnUL sAlacEN PEGGYCARLSON CYNDEE FIELDS MEG TILLEY Coundl Members THOMAS HEDGFS CiryAdministraror Municipal Center. 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651 G81.4G00 Fax: 651.681.4612 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Fagan, MN 55122 Phone: 651.681.4300 Fas: 651.68 L43G0 TDD: 651.454.8535 www.ciryoEeagan.com THELONEOAKTREE The rymbol af streng[h and growt}i in our communiry April 5, 2002 MR KEVIN MANLEY MANLEY BROTHERS CONSTRUCTION 4179 ETHAN DR EAGAN MN 55123 RE: FOUiNDATION ENGP TEERING Dear Kevin: This letter is a follow up to an earlier letter sent to you on February 22, 2002 asking that you provide specific engineering for foundation walls that were outside the scope of the generic engineering available at the time of inspecrion for three homes on McFaddens Trail (713, 716, and 717) and one home on Leonazd Lane (672). To date, we have had no response from you in this regard. We also requested an engineer's report based on a site visit stating that the foundations were installed to those specifications. Failure to provide the requested engineering by April 12, 2002 may result in the City issuing immediate stop work orders for these homes until such time as you provide the requested information. In addition, the foundation at 4704 Isabelle Court was poured without an inspection. We are requesting a report from a registered Engineer verifying that the foundation was installed according to the approved plan specifications. If you have any questions or comments, feel free to call me at 651-681-4680. Sincerely eff Wh ler Building Inspector JW/js cc: Dale Schoeppner, Chief Building Official Terry Schniepp, Poured Foundations, 8836 Upper 89th Cir. S„ Cottage Grove, MN, 55016 5D o1 ? RESIDENTIAL -I BUILDINC PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EACAN MN 55122 'F 651-681-4875 F New Construdion Reauirements RamodeUReoair Reauiraments \v? ?? . 3 reg'stered site surveys showing sq. ft. o( lot, sq. k. nf house; and all roofed areas • 2 copies of plan (20% maximum 1ot coverage allowed) . 1 set o( Eneryy Calculations fw heated addihons . 2 copies of plan showing 6eam & window sizes; poured found desegn, etc.) • i sile survey for extenar additions & decks • 1 set of Eneryy CalcWatlDns . Indicate d home served by septic syslem tor additiois . 3 wpies of Tree Preservation Plan'rf iot pfatted after 717/93 • Rim Joml DefaA Options selecGon sheet (61dgs wAh 3 ot less unAS) DATE T/?`IoZ 10 Z VALUATION SITE ADDRESS 6 7;? LeOh4lizY LOt It MULTI-fAMILY BLDG _Y _N TYPE Of WORK I? P?v Z-e c I? FIREPLACE(S) _ 0_ 1 _ 2 APPLICANT STREET ADDRESS ?I 5- ?lS? ?r es ?LL?r CITY ?r,?5 f- STATE *A ZIP TELEPHONE # fb-01- W',5- CELL PHONE # 73i7 FAX # PROPERTY OWNER DG t r?L Te 7 e Y! TELEPHONE #? 6S/'S+f?-'?°d? COMPLETE fOR "NEW°" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RUI,ES 7670 CATEGORY I MINNESOTA RULGS 7672 (J submission rype) • ResidenUal Ventila6on Category i Worksheet Submitted • New;E Ii5`9Y ?a? H'o?hshcet Sutimitled • EnergyEnvelopeCalwlations Submitted I U Plumbtng Contractor: Phone # Plumbing sysLem includes: _ Water Softener _ Iawn Sprinkler Fee __$99.00-1 _ Water Heater _ No. of R.I. Baths -' ?- No. oF Baths Mechanical Contractor: Mech.mico-il syslein includes: SeweriWater Contractor: Air Conditioning Hcat Recovery 5ystem Phone # Fee: $70.00 Phone # I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesoto Statutes and City of Eagan Ordingnce,?. Signature af Appllcant OFFICE USE ONLY 5-s ^a $ r Certificates of Survey Received - Tree Preservation Plan Received _ Not Required _ Updated 4l02 OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt -Vulti ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ex[. Alt - SF a ? 04 02-plex ? 10 08-plex A(18 Deck ? 23 Porch (screened) ? 36 Multi ? 05 03-plex ? 11 10-piex Q 19 Lower Level Q 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N 0 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding y 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)` ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bidg only) - Give PCA handout to applicant Valuation Occupancy ?2 -3 MC/ES System Census Code 4/39 Zoning 9-L City Water SAC Units Stories - Booster Pump Nbr. of Units - Sq. Ft. 32 3 PRV Nbr. of Bldgs '- Length /2 Fire Sprinklered Type of Const W idth / 9 REQUIRED INSPECTIONS Footings (new bldg) FinaUC.O. ? Footmgs (deck) ? FinaUNo C.O. _ Footings (addiaon) _ Plumbing _ Foundation HVAC _ Drain Tile Other Roof _ Tce & Water _ Final _ Pool Ftgs Air/Gas Tesu Final ?? Frazning Siding Shtcco Stone _ Fireplace _ R.I. _ Air Test _ _ Final _ Windows (new/replacement) _ Insulation _ Retaining Wall 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 Tota I ----------- - ?_Z2 -17-5 Approved By Building Inspector ARDM : FOX-1_DRfiFTING PHDNE N0. : E51 894E01h Jan. 24 2002 07:34AM P2 MNcheck COMPLTaNCE REPORT Minnesota Energy Cade MNcheck Software Vereion 3_0 Permit # C ecce by/Date CpUN'rY: Washington STATE: M3Mnesota ZONE: 2 CONSTRUCTI4N TYPE: Singlc Family DATE: 1-23-2002 DATE OF PLANS: 1/15/02 pROJECT INFORMATION: 6arryl & Maty FeteYl COMPANY INFDRMATICN: Manley 8roa. Construction COMPLTANCE: PASSES Required UA = 520 r Your xome = 501 3.7% Setter Than Code AYQd OY Cavitp Corit. GlaZiricf/DOOY Perimeter - R-Value ---- R-Va2ue --------- U-Value ------------- ------------------------------------------ CRTLTNGS; Raised Truse 1697 ----- 44.0 0.0 VtALL5: Woad Frame, 16" O.C. 334 1910 2.0 WAI,LS: Wood Frame, 16" C.C. 1365 19.0 2.0 LQALLS: Wood Frame, 16" G.C. 1360 19.0 2.0 BSMT: Conc. 8.8' ht/8.21 bg/8.8' insul 1033 10.0 0.0 GLAZING: Windows or poors, Above Grade 167 0.350 GLAZIN'0: 'Aindows or poors, Above C+rade 245 0.350 GLAZIIdG: Windows or poors, Abova Grade 180 0.350 noOxc 41 0.350 FLOORS: Over Unconditioned SpACe 315 30.0 0.0 FLpORB: Over putaida Air 12 38.0 0.0 ------------- ----------------------------------------- - - COMPLIANCE S'£ATEMENT: The proposed building --------- design d -------- escribed - here is consistent with the building plans, speci.fic ations, a nd other calcukatione eubmitted with the permit application. The propo5ed building has been designed to meeC Che requirements of the Minnesota En ergy Code. Lmt? Y--6 5-02? t l -c-) D $uzlder/Designar? p7 e - a Q70M : FO}(-1_DRPF7ING P.-IOhJE N0. : 651 8946016 7dn. 24 2002 07:34FlM P3 iN1riri2SOta EnBY^3y COde MNCheck Software Version 3.0 DATE: 1-23-2002 PLAtY REVTEW AND INSPECTION IS3UE5 This list of items may be helpful for Plan Reviewex6 and Suilding Inspactor use as a guide for enforcing hhe Minnesota 8aergy Code. The itema apply to Group R, Division 3 Occupancies, one- and two-family residentiel dweliinge. The items marked with • apply anly to detached one- anc two-family reeidentitsl dwellinga. ?LAN REVZEw ZSSUEs FOUAIflATION INSULATION - foundation wall insulation R-5 minimum - foundation insulation extends from top of wall dcwxs to top of the foctin - extexiOr foundtttion insulation ia covered by a proteative coating £ieish CONCRBTE SLAB CR UNDER-SLAB INSULATION - slab cn grade perimeter insulation R-5 minimum - slab insulation extends from tcp of slab to deeigr_ frost line or top of footing - Eloors aver unneatec space R-30 minimum WINDOWS / D06R5 / 5KYLIGHTS - average U-value is 0.37 maximum for windows and glass doars (excLudes foundation Nindowa) - wirldow U-value Coneistent with building plan and MNchacic Report - window and door area aonsistent with building plan and MNeheck Repozt MECHANTCAL VENTILATTOI3 ISSt7E5 - resfdential mechanica'_ ventilation system provides adequace ventilation per code requirementa* - furnace efficiency is conaiatent with MNcheck or building daeign plan - protection againat exceseive depressurization ie installad per code requirenents* SNVSLOPE INSULATION FOR PLAN R.EVIEW - interior basement insulation R-5 minimum (if no exterior insulatior) - ceilings witk attics R-38 or consiatent with building plan and MNcheck Report - wall framing anci insulatiotl leve? is consistent with buildiag deaign and NIDTcheck Report INSPECTYOV TSSUES CCNCEALED INSULATION FRAMING AND SHEATHING - wind wash barrier installed at attic edge - exterior wall corners framed ao that insulacion can be _nstalled after exterior sheathing is inetal3.ed - intersections of interior partiCion walls and exterior wa1.1s are frame that insulaCion caz: be inatalled between the partition and exterior sheathir_g aEter exterior sheathi*ag is iaetal'.ed - gaps between framing less than one-half inch are eliminated by securi.n framiag together or are insulated at the tirc.e of assembly - ali penetrations between conditioned:and unconditioned Sgaces made nROM - FDX-1_DRFFTING P,-ADNE N0. : 651 8942E16 Jan. 24 2022 0?:35,9M P4 prior to framing inspection are sealed iNTERZOR ASR BARRiER - a11 fire stops are air sealed - pipes, ducts, wires, equipmant and flues and chimneys through the irte air barrier are sealed - a sealed continuous interior air baYZier is inatalled ox'i the warm aide the bui7.ding enveiope at oeilings, walle, and floor rim joist araas* - air barrier behind tub ard ehower is sealed and protected - recessed li.ght fixtures are sealed ?NVELDPE IN9VLATION - basement insulation R-5 minimum - wind wash barrier on wal]. separating house and garage is aealed - loose fill insulation is prcventad from entering the eaves - insulation on skyliqht shafts and u+alls exposed in attica is suppozted on the unnonditioned side ATTSC INBULATION - attic access panel insuJ.ated to R-38 £or ceiling panel and a-19 for wall pane7. - attic card aCtached to framing near access opPning - r.otificati.on of attic R-value and date of inatallation posted near permiti inspection card Thie is a summary oniy. Other requirements may apply. See the Minnasota 8nergy Code. Questions? CaLi the DepGrtment of Public Service Information Center at 651-296-5175 or 1-800-657-3710. It L07 SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTYLEGAL: L-OT q IS?ID;.K ? Ar,f4? /7Gr&3 DATE OF SURVEY: /-/ 0 ' P2 m LATEST REVISION: rn c m c U DOCUMENTSTANDARDS Y ¢ O 2 y Q ra? ? ? ? ? ? • Registered Land Surveyorsignature and company B C? • uiWing PertndApplicant ? ? ? • Legaldescriptlon C3 ? ? • Address ? ? ? • North arrow and scale 0/ ? ? • House type (rambler, walkout, split wlo, spM entry, bokout, etc.) G? ? ? • Directional drainage arrows with slope/gradient % g/ ? ? • Proposedlexisting sewer and water services & invert elevation IV ? ? • Street name d ? ? . Driveway d ? ? • Lot Square Foatage tt9?j ? ? • Lot Coverage d ? ? • Benchmark ELEVATIONS Existina 2-/ --? Z 0/ ? ? • Sewer service (or Proposed) V ? ? • Property comers [1/ ?? . Top of curb at the driveway and property line extensions ?? • Elevations of any existing adjacent homes ??? • Adequate footing depth of structures due to adjacent utility trenches ? ? • Watervvays (pond, stream, etc.) Prooosed R" ? ? • Garage floor l7/ ? 11 • First floor l/ ? ? • lowest exposed elevation (walkouUwindow) v ? • Propertycomers ? • Front and rear of home at the foundation PONDING AREA (if aoohcable) ? lal/ ? • Easement Gne ? w 0 . NWL ? ri ? • HWL n P/ ? • Pond # designation [J 0/0 • Emergency Overfbw Elevatbn DIMENSIONS G/o ? • Lot Iinesl8earings 8 dimensions ?/ ? ? • Rgbt-of-way and street width (to back af cur6) r? ?? • Proposed home d'enensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring pertnanent footings) 2' ?? • Show all easements of record and any City utilities within those easements ? ? • Setbacks of proposed sVucture and sideysrd setback of adjacent exisUng structures V? • Retaining wall requirements, if any Reviewed: Q' Name ????" ' / Date r CONSULT]NG ENGINEERS db& ULTEfG ENGINEERS, INC. ZV J. H. DahlmererEngineering, in?. 2634 COMMERCE BOULEVARD MOUND, MN 55364 March 18, 2002 Poured Foundations, Inc. 8836 Upper 89th Circle S Coitage Grove, MN 55016 Attn: 7erry Schniepp P/L, Prr'irl"0 lYpeJy Re: Residence Under Construction 672 Leonard Lane Eagan, MN Project No. 02-6589 Gentlemen: PNONE 852472-4746 FAX 9524724767 The purpose of this letter is to report the findings of a structural engineering review of a portion of the foundation system for this residence under construction. ASSiGNMENT J. M. Dahlmeier Engineering Inc. / Ulteig Engineers, Inc. has been retained to provide a structural engineering review of the foundation system with respect to a crack in the common wail between #he garage and lower level for the residence under construction located at 672 Leonard Lane, Eagan, MN as directed by Terry Schniepp of Poured Foundations, Inc. BACiCGRDUIVD A crack has developed in the foundation wall system. The City Building Inspections 'Department wishes to have an independent structural engineering review of this condition in the foundation system. pESC(2lPT1013 The structure is a single-family dwelling with an attached garage and walkout lower level to the rear. Construction consists of cast in place concrete foundations with wooci frame superstructure. Zd Wd2-2:40 ZOaZ 60 '-+dC ZL£6-7SV-SS9: 'ON XCA S021H J131NtlW: W021A or . ti IrIc- March March'I8, 2902 , OBSERVATIONS ANb COMMENTS 1. A site visit was canducted by John H. Dahlmeier of J. H. Dahimeier Engineering .Ulteig Engineers, lnc. on March 94, 2002 to review the structure and visible distress. 2. The foundation system is a cast in place concrete system with a 8" thick, 91-0" high common wall between the garage and lower lavef. 1 Poured Foundations, Inc. was the foundation contracfor for this job. The work was constructed in accordance wRh J. H. Dahlmeier Engineering inc. standarcl drawings prepared for Poured Foundations, inc. dated 09101102. 7erry Schniepp reported that reinforcing is #4 @ 24" horizontal, #4 @ 24" vertical, with sand backfill. The wall wil€ be tied to the garage slab with reinforcing. 4. The following observations were made with respect to the fovnda#ion system: a. A somewhat vertical crack exists on the interior face of the common wali, approximately 1132" wide. The wall is essentiaUy plumb at #he corners. b. The wall is not out of plane at the crack. c. The wall is out of plumb approximatety 114" over the height. d. The first floor firaming has been installed supporting the top of the wall. 5. Terry Schniepp of Poured Foundations, inc. reparted that the cracks occurred shortly after backfiliing the garage side without installing bracing to the top of the wa1f. 6. 7he most probable cause of the crack is pressure from the backfilling operations without bracing the top of the wall. No significant changes are expected. CORRECTIVE MEASURES 7. 7he following corrective measures are recommended: a. No corrective measures are required to the concrete common wall between the gacage and lower level. b. Ensure that connections between the top ofi the wall and floor joist are as shown on the standard drawings. PROFESSIONAL OPINION g, I{ is my professional engineering opinion fhat the common wall between the garage and the lower levei is structurally adequate and sound. 2 £d WdL£:V0 Z00Z 60 '?dC LL£6-VSV-SS9: 'ON XFJJ S021H A31NtiW: W02iJ '- t z 0 ' pourcd roundations, In % March 18, 2002 , GENERAL 9, The information, observations and opinions stated in this report are based on an inspection made by me. The inspection consisted of a visual walk-through obseroing exposed efements and those accessible without the removal of finished materials. 10. The observations and opinions expressed in this report were based on my professional engineering judgment and professional practice as well as the visua[ inspection. if you have any questions, please cail me. Sincerely, ULTEIG ENGINEERS, 1fVG. J. H. DAHLMEIER ENGINEERING, INC. 440-4? ,I H. Dahlmeier, P.E. JHD:Im I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that 1 am a duly Gicensed Professional Engineer under the laws of the State of Minnesota. Joh . Dahlmeier Date: Minnesota Registration No. 9212 3 4d WdLE:40 2002 60 'adC t4£6-7S7-SS9: "ON XCA S02ifl A3_1NFJW: W021i CONSULT7NG ENGINEERS 067 ULTEIG ENGINEERS, iNC. J. H. Dahlmeier Engineering, rnc. Z?jg 5207 EAST RIVER ROAD SUITE 308 MINNEAPOLIS, MN 55421 May 20, 2002 Maniey Brothers Construction 4179 Ethan Drive Eagan, MN 55123 Attn: Steve McDonald p?,z??r?r /7el3y Re: Residence under Construction 672 Leonard Lane Eagan, MN Project No. 02-6659 GeRt:er..on. PHONE 763-571-2500 FAX 763-571-1168 The purpose of this letter is to report the findings of a structural engineering review of a portion of the foundation system for this residence under construction. ASSIGNMENT Ulteig Engineers, Inc./ J. H. Dahlmeier Engineering Inc. has been retained to provide a structural engineering review of the foundation system with respect to the exposed rear and side walls of the garage for the residence under construction located at 672 Leonard Lane in Eagan, MN as directed by Kurt Manley of Manley 8rothers Construction. BACK?UND At this residence, rough grade along the garage side wall and rear wafi is 4-6 ieet beiow garage slab elevation. The City Building Inspections DepaRment wishes to have an independent structural engineering review of this condition in the foundation system. DESCRIPTION The structure is a single-family dweiling with rear. an attached garage and walkout lower level to the Construction consists of cast-in-place concrete foundation with wood framed superstructure. *-? EQUAL OPPORTUNITY EMPLOYER Manley Brothers May 20, 2002 OBSERVATIONS AND COMMENTS 1. A site visit was conducted by John H. Dahlmeier of Ulteig Engineers, Inc./ J. H. Dahlmeier Engineering, Inc. on March 14, 2002 to review the structure. 2. The garage foundation wall system is cast-in-place concrete with an 8" thicW10" thick by 9'-0" high wall. - 3. Pou3ed Foundations, Inc. is the foundation contractor for this project. The work was constructed in accordance with Ulteig Engineers, Inc.'s standard drawings prepared for Poured Foundations, Inc. dated 01/01/02. Terry Schniepp of Poured Foundations reported that the wall vertical reinforcing is #4 bars at 24" on center horizontal and #4 bars at 24" on center vertical placed on the outside face of the wall. The backfill material is sand. The wall will be tied to the garage slab with reinforcing bars. 4. Steve McDonald of Manley Brothers Construction stated the following: a. The grade on the side wall varies from 1 ft. to 5 ft. below the garage slab. b. Across the rear, grade varies from 5 ft. to 6 ft. below the garage slab. 5. These conditions are simiiar to Ulteig Engineer's, Inc.'s standard drawing sheet S-3D dated 01-01-02. 6. The top of the foundation wall will be tied to the garage floor slab with hooks (#5 bars at 36" on center). 7. Final grade has not been completed. ENGINEERING ANALYSIS 8. An engineering review confirmed the design shown on Sheet S-3D (attachment 1) is correct. This construction meets or exceeds these requirements. Therefore, all poRions of the garage foundation wall for this residence with grade at or to 4 feet below the floor slab are structurally adequate. g. A structural engineering analysis was completed which determined that the 4 foot maximum shown on sheet S-3D could be increased to 5 feet in cases where the garage backfill materiai is granular, which is the case at this structure. 10. Further, it was determined that when the vertical steel is on the outside face of the wall and the wall is tied to the slab, which is the case in this structure, the grade can be down from the top of the garage slab 51-6". feet of a e conceete foudati nr all corer? tthe walb s ' sU-ucturally sound. While 11. w thn e three analysis 2 Manley Brothers May 20, 2002 CORRECTIVE MEASURES 12. Grade will need to be corrected to provide a maximum of 5'-6" below the floor slab, except that it may extend to 6'-0" below the floor slab when within three feet of a foundation wall corner. Slabs which have not been placed are to be doweled to the wall with #5 hooks at 36" on center with a minimum of three feet extending into the slab. PROFESSIONAL OPINION 13. It is my professional engineering opinion that the garage foundation walls for this residence will be structuraliy adequate after final grade is provided as indicated above. GENERAL 13. The information, observations, and opinions stated in this report are based on an inspection made by me. The insQection consisted of a visual walk-through observing exposed elements and those accessible without the removal of finished materials. 14. The observations and opinions expressed in this repoR were based on my professional engineering judgment and professional practice as well as the visual inspection. 15. By copy of this letter, the City Building Inspections DepaRment is respectfuily requested to conduct inspections to verify that the above description is correct and that all corrective measures are made. If you have any questions, please call me. Sincerely, ULTEIG ENGINEERS, INC. J. H. DANLMEIER ENG/NEERING, INC. G Joh . Dahlmeier, P.E. JHD: clo Enclosures CC: Ciry Building Inspections Department I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under t e la s of the S of Minnesota. ? John H ahlmeier Date: -??-- Minnesota Regis ration No. 9212 3 MATERIALS NOTES CONCRETE: 3000 PSI @ 28 DAY3 1. PRIOR T? BACKFILLING, FOUNDATION wALLS MUST BE LATERALLY AGGREGATE: FTG - 1u2" MAX SUPPORTED BY FLDOR CONSTRUCTION WALLS - 3/a" MAX AT BOTH TOP AND BOTTOM OR BY REINFORCING: ASTM A615 GRADE 40 FOR *4 BARS ADEQUATE TEMPORARY BRACING. ASTM A615 GRADE 60 FOR °5 & GREATER BARS 2 MAXIMUM WALL LENGTH ALLOWED WITHOUT BACKFILL: REFER TO S- 2 A CONTROL JOINT IS 50 FEET. 3.FOUNDATION DRAIN TILE MUST COMPLY w/ UBC APPENDIX 1824,3 & 1824.4 OR AN APPROVED EQUAL, 4.SEE S1 FOR FURTHER NOTES & CONSTRUCTION GUIDELINES. S.WALLS WITH GRADE GREATER THAN 48" BELOW THE SLAB REQUIRE SPECIAL REVIEW BY J. H. DAHLMEIER ENGINEERING INC. INITTOM E GREATEF FRAMING BY OTHERS--\ VT?W RGTNf. 90?u1RED. 1/2 " 0 x B" A. B. 2 x 6 TREATED w/ (1> NUT & WA3HER WOOD PLATE W/ OR SIMPSON MAB15 ANCHOR MIN (2) A.B. WITH ?R APPROVED EQUAL UNE WITHIN 12" @ 72" O.C OF EACH END. ~ TSLAB ON x ° GRADE ° ?- #4 x 5-0" HOOKS 'v e @ 48" O.C. ? SLOPE o 2, GRADE AWAY e FROM FDN. (s) #a HORrZ, BARS #4 x 2'-0" DOWELS @ 72" O.C. OR _ t/2 t/2 ------ .?.N 0 DRAIN / TILE -? THICK PR13VIDE A MINIMUM OF 42" FROST COVER TO BOTTOM OF FOOTING. BOTTOM OF FOOTING MAY BE MORE THAN 42" BELOW GRADE. 8" x 20" STRIP FOOTING (MIN) WALL SECTION WALL AT GARAGE WITH LOW GRADE POURED FOUNDATIONS, INC, 26 oi? ?L 11 tlu 8836 UPPER 89th CIRCLE S o?'?T+?' ENGINEERS INC? uvcic ?a? g- 3D JHD 5201 Enst River Rond Su?te Ol/Ol/02 COTTAGE GR??/E, MN 55016 ?C?? Minneapolis, MN 55421 Phone: (651) 458-3927 JHD Phone 952-472-4746 Fax 952-472-476 Wednesday, June 26, 2002 1:44 PM Lofgren Htg & A/C 651-4601208 p.04 Site address: (0-7), ¢D Lol ? Block ? Subd.?Mm -/ a? On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air Gghtness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the tollowing information be submitted prior fo issuance of a Certifcate of Occupancy, ?l This structure: is constructed to meet minimum requirements of Ihe Mn Energy Code, Chapter 7670 OR _ This structure: will be conshucted to meet more restric6ve requirements of Chapters 7672 or 7674 pPPLIANCE GAS ELEC MANl1FACTURER MODEL BTU'S VENTING TYPE Water Heater ? YfiVFigO w??? T -joeM 6500 Fumace CAV-9-\r'2 " -e V Dryer A Y, EXHAl1ST SVSTEM LOCATION TYPE MODEL CFM's VENTED YES NO kfchen kilchen Balhrooml M '-\'? :3 O Bathtoom 2 A Z ,?-l s'a Balhroom 3 aaq SD Bathroom 4 ?/-F Y?- S? Other ?? -a&oAa FIREPLACE S LOCATION GAS WOOD MANUFAC7URER MODEL BTU'S VENTING oIRECT A7MO5 Fis v?i - 'G 3soC) I hereby acknowledge lhat lhe above inrormation is correct and agree to compry wim me Minnesota tnergy coae ano ?,iry oi cayall requirements. ? I! tfljn r ? Date ompanyName ` This (orm is lhe responsibilily of the General Contraclor. 2004 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 <I sz'r:?-o Please complete for modifications to existing residential dwellings. oate 4 I Gy Site Street Address ??.Z ?.e-pn G l luN.(, _ Unit # Property Owner ar 1 t(- ?vyiy ?-? r, r ? Telephone # (Cf7 Contractor eivm b„0y Telephone #(6t/ Address if II P<yrl 1-r hl City f T1,«.,.a#;/ State ??(I Zip Sf oy,:? The Applicant is: _ Owner !i Contractor _Other Alterations to existing dwelling $ 50.00 _L/Add fixtures to rooms, excluding water softener and water heater _Septic System Abandonment _WaterTurnaround (add $121.00 if a 5/8" meter is required) Other: Water Softener _ Water Heater $ 15.00 _ replacement _ additional Lawn Irrigation System RPZ_ new _ repair _rebuild $ 30.00 State Surcharge $ .50 Total I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. K?-?" ApplicanYs Printed Name ApplicanYs Signature s,?s APR ? A 2004 C' 2004 RESIDENTIAL BUILDING PERNIIT APPLICATION (Q ?J ?J e / City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 9 -7 DDO 3l,7 lay New ConsWCtion Reauirements RemodeVReoair Reouiremen4s ?3 registe2d site surveys showing sq. % of lot, sq. R M house; and all roofed arees 2 coples of ptan (20%m3ximumlotcoveragealbwed) lsetofEnargyCalculatlonsforheatedaddition.a .??. .?^?-,,-u..?. . 2 copies of plan showmg beam 8 window s2es; poured found design, etc. 1 site survey tor addttions & decks ? d ??ti- . lsetofEnergyCalcula6o? Addr6'on-indlcate'rfon-sdesepticsystem ° 3 copies of Tree Preservation Plan it lot pmtted affer 711193 Rim Joist Detil Options selecfiai sheet (bldgs with 3 or less unifs Date ?j ! ? Site Address Ij ! C) q 7 Z L2 Ua^daG l44? Construction Cost ? 0 av-() _ UniUSte # Description of Work F-A?sG &_se?X Mu1H-Family Bldg _ Y K N Fireplace(s) _ 0 x 1 _ 2 Property Owner &," r y Telephone #( 651)?(J S- Contractor Address State City Zip Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code CategOry , Residential Ventllation Gategory 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 fee applies. Licensed Piumber Mechanicai Contractor Sewer/Water Coniractor Telephone # ( N If so, 25% plan review Telephone (I Telephone I hereby apply for a Residential Building Permit and acknowledge that the info ? tionis_-Vn'plete an- 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 pertnit; that the work will he in accordance with the appmved plani the case of work which requires a review and approval of plans. ? Applicant's Printed Name Applicant's 'gnature OFFICE USE ONLY Suh Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg CI 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt- Multi ? 03 01 of _ plex ? 09 07-plex ? 77 Garage ? 22 Porch/Addn. (4sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi AAisc. ? 05 03-plex ? 11 10-plex 1!?( 19 Lower Level ? 24 Storm Damage ? 06 04plex ? 12 12-plex Pibg?& or _ N ? 25 Miscellaneous Work Types O 31 New O 35 Int Improvement ? 3$ Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair 'BS 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 WindowslDoors ? 34 ReplaCement 'Demolitlon (Entire Bldg) - Give PCA handout to applicant Valuation Occupancy R?J MCES System Census Code 41? `f Zoning /Z City Water SAC Units ? Stories Booster Pump # of Units U Sq. Ft. PRV # of Bldgs ( Length Fire Sprinklered Type of Const 5?q Width REQUIRED INSPECTIONS _ Footings (new bldg) _ FinaUC.O. _ Footings (deck) ? FinaUNo C.O. _ Footings (addirion) d' Plumbing Foundation HVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests Final j[ Framing _ Siding _ Stucco _ Stone _ Brick x, Fireplace , R.I. _ Au Test _ Final _ Windows Z Insulation _ Retainuig Wall Approved By: 'S f Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other ToWI EER 4* * * 9 .?u? M041MCM 2422 Enterprise Drive Mendota Neights, MN 55120 (651) 681-1914 FAX:681-9488 625 Highway 10 N.E. Bloine, MN 554}4 (612) 783-1880 FAX:783-1883 Certificate of Survey for: MANLEY BROTHERS CONSTRl1GTI0N LEON4RAN A[AN, MINNESOTA FEEI e789 ?EOxe.5 (ROAD ?O ? A9Q.l 1 !rv ioo einr oi ui 71 IJ ? Vl O 0 BENCH MARK TOP OF PIPE ELEV.=877.86 ? ? 5 7 (e8 'Io, , . I 1 '? „ : ;; ?a ? f i 4 ? ? i S89'57'39"W 85.75 3 f r N N 0 0 z w ? 0 S89'57'39"W ? r ?----? ---- --1 0 ? M I PROPOSED ? 876. -2p 0 Tr?,2 -„T o 83 0 , -,> 12 - 18772 PORCH ? 30.00 i GA GE n ( I I O ° PROPOS D 9 ? ? ?' HOUSE oa `O e7iio ? 47 00 870.6 ?112 ? x869.9 ¢ Q,?.?• ? V x889.4 ? 15I t? jArN 4e' j I I I I SI I -L---------- =,7--J5 o DRAINAGE & UTILITY -- o ? EASEMENT PER PLAT'=--___ ? N 05 ?+?p"E BENCH MARK TNH S.W.Q. DODD ROAD & WESCOTT ELEV.= 888.53 NOTE: PROPOSEU GRADES SHONN PER GRADING PLAN BY: PIONEER NOTE: BUILDING UIMENSIONS SHONN ARE FOR HOPo20NTAL ANO VERTICAL LOCA710N OF STRUC111RE5 ONLY. SEE ARCHITECTUAL PLANS fOR BUILDING MID voue+oAnaN oiMENsions. NOIE: NO SPECIFlC SOILS INVESIIGA710N HAS BEEN COMPLEIED ON iHIS L0T BY 1HE SURVEYOR. 7HE SUITABIIJTY OF SOILS TO SUPPORT 1ME SPECIFlC HOUSE PROPOSED IS NOT T11E RESPONSI6NTY OF THE SURVEYOR. NOIE: MIS CEHTIFlCAIE OOES NOT PUPPORT TO SMOW EASEMENTS OTHER MAN TIIOSE SMOWN ON 7HE HECORDED PLAT. NOTE: CONiRACTOR MUST VERIfY OflIVEWAY DESIGN. NaIE: BEARWGS SHOWN ME BASED ON AN ASSUAIED DATUM WE HEREBY CERTIFY TO MANLEY BROTHERS CONSTRUCiION THAT THIS IS A TRUE AND CORRECT REPRESENTAl10N OF A SURVEY OF THE BOUNDARIES OF: LOT 4, BLOCK 1, PERRON ACRES O 0 "872.2 (D Xe72.o BOPCOFMPIPE N ELEV.=872.99 QS? 66q i msPcB'?b.u 3 866.7 x885.5 HOUSE STAKED stes,o) xass.i x885.0 W ! 04 ? N )(864•4 x984.5 O 0 0 (f) 5 L0T AREA = 13,891 sq. ft. HOUSE AREA = 2,297 sq. ft. COVERAGE =16.57. HOUSE TYPE: WALKOUT SERVICE INVERT= 866.5 PROPOSED HOUSE E LOWEST FLOOR ELEVATION: TOP OF BLOCK ELEVATION: g?a`Q GARAGE SLAB ELEVA710N: TOB O LOOKOUT ELEVATION: X 000.00 DENOTES EIaSPNC ELEVATION ( 000.00 ) DENOTES PROPOSEO ELEYAIION DENOTES DRAINAGE AND U71L1TY EASEMENT -? DENOTES ORAINAGE FLOW DIRECTION t DENOTES MONUMENT -B DENOTES OFFSET HUB DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS tOTH DAY OF JANUARY, 2002. gE'ItSLw. Ihl 102 PIONEER ENGINEERING, P.A. SI E SCALE : t INCH = 30 FEET ?SS - OCL? ?'? ` ? ? 1 oi i? bZ6Y: C NJl Of ?? ** * PIONEER * eng?i`neer **** LM0 Certificate of Survey for: ca-i2 FFQ O 1 R?C'Q ?8789 BENCH MARK TOP OF PIPE ' qt ELEV.=877.86 r-i tn •- 5 f"IB.o xe72.2 ? xa72.o`' 80PCOFMPIPE N ELEV.=872.99 ?LO ' r- 63'tAS? ? muPcB'?4u 3 565.5 866.3` 6teS) ..86` HOUSE STAKED x865.0 xe64.5 ?`.. ?.? 1 \ ,. ; N8o.36' 30soE 5.32 2422 Enterprise Drive Mendota Heights, MN 55120 (651) 881-1914 FAX:681-9488 bit) niqnway io N.E. Blaine, MN 55434 (612) 783-1880 FAX:783-1883 MANLEY BROTHERS CONSTRUGTION LEONARD LANE I I E4AN, MINNESOTA BENCH MARK TNH S.W.Q. DODD ROAD & WESCOTT ELEV.= 888.53 NOTE: PROPOSED GRAOES SHONN PER GRADING PLAN BY: PIONEER NOIE: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL AND VERIICAL LOCATION OF STRUCiURES ONLY SEE ARCHITECNAL PLANS fOR BIlIL01NG ANO FOUNUATION OIMENSIONS. NOTE: NO SPEqflC SOILS INVESTIGATION HAS BEEN COMPLEIEU ON 7HIS LOT 8Y 7HE SURVEYOR. 7NE SUITABILITY OF SOILS TO SUPPORT TNE SPECIFIC I10USE PROPOSED IS NOT THE ftESPON5181L1TY OF THE SURYEYOR. NOIE: THIS CERTIFlCAiE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN TNOSE SHOWIJ ON TNE RECORDED PLAT. NOIE: CONTRACTOR MUST VERIFY DRI4EWAY OESIGN. NOIE: BEARINGS SHOYM ARE BASED ON AN ASSUMEO OATUM WE HEREBY CERTIFY TO MANLEY BROTHERS CONSTRUCTION 7HAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT AREA = 13,891 sq. ft. HOUSE AREA = 2,297 sq. ft COVERAGE =16.5% HOUSE T1PE: WALKOUT SERVICE INVERT= 866.5 PROPOSED OUSE E TO X 000.00 DENOTES EXISPNG ELEVATION ( 000.00 ) OENOTES PROPOSED ELEVAiION I --- DENOTES URAINAGE AND UTUTV EASENENT I OENOTES DRAINAGE FLOW DIRECTION ?- DENOTES MONUMENT I -^? DENOTES OFFSEi HUB LOWEST FLOOR : TOP OF BLOCK ELEVATION ELEVATION: g?a`q : 81aS GARAGE SLAB ELEVATION TOB ? LOOKOUT ELEVATION: LOT 4, BLOCK 1, PERRON ACRES OAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 101H DAY OF JANUARY, 2002. IF3\Io?" SI E. PIONEER ENGINEERING, P.A SCALE : 1 INCH = 30 FEET ?SS - DSZ? o+4%1oZev: Z ' i4 107222.06 NJL o14i1p2 Dan R. Westergren Reg. No. 1 790 QC �� Use BLUE or BLACK Ink Q For Office Use 4‘16P �G 119 (a City of Eap,all Permit#:iPermit Fee: / 3830 Pilot Knob Road /q 7 E7 Eagan MN 55122 Date Received: cr'41'1 Phone:(651)675-5675 buildinginspectionsOcitvofeagan.com Staff: CCK-11-42,1) 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 2/i / I"1 Site Address: (p 72 Leonard Lone,j E circ Unit#: Name: Wry ( cef t' Phone: 101 2—(310— 737 Resident/ Owner Address/City/Zip: 672. rd Lr�. F a &c ww� 5 S 123 Applicant is: Owner Contractor Type of Work Description of work: Tear- 04 and --rQ f vi40(YiCi • Construction Cost: . Multi-Family Building: (Yes /No Company: Crest be/-l!'n'cvs, L1 Contact: A1iC.IIA Address:2238ZL 17i Q l evict 4tp. City: 15CM t n Contractor ! / & State/Zip: 650211 Phone: mail: Sara.Y n r:.er_(L) License#: J11,42J2_ Lead Certificate#:A/+/T-1I2.O 7- I If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: - Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submii 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 Oily to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.ciooherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans, X44.L2a64lax Appt's Printed Name App)fcant's Signature Page 1 of 3 ` e 7?, Lebncr� 114 , 7 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) _ Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New — Interior Improvement _ Siding _ Demolish Building* Addition — Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition SAC Units (25% 100% ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice&Water _Final Pool:_Footings Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA150838 Date Issued:07/25/2018 Permit Category:ePermit Site Address: 672 Leonard Lane Lot:4 Block: 1 Addition: Perron Acres PID:10-56975-01-040 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace & Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Please call Building Inspections at (651) 675-5675 to schedule a final inspection. 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 - Feterl Mary Colleen Living Trust 672 Leonard Lane Eagan MN 55123 Lofgren Heating & Air 5708 Upper 147th St W Suite 106 Apple Valley MN 55124 (952) 431-5811 Applicant/Permitee: Signature Issued By: Signature