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1450 Englert Rd'1o I D-l 2005 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please,complete for modifications to existing residential dwellings. 3v.sd Date ? l __?/ I QS / Site Street Address S? H G?? ? Unit # Property Owner Telephone # ( ) Contractor 2 ? /9 (?/ Telephone # Address 2\5- e!4 City State? Zip,_SLv?- The Applicant is: _ Owner Contractor _Other Alterations to existing dwelling _ Add plumbing fixtures (excludes water softener and/or water heater--complete next section if installing these appliances). _Septic System Abandonment _ Water Turnaround (add $125.00 if a 5/8" meter is required) Other: $ 50.00 Water Softener _ Water Heater _ new _ replacement $ 15.00 Lawn Irrigation _RPZ ( PVB _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 eyent a plan is required to be reviewed and approve.d1 „ ApplicanYs Printed Name ApplicanYs Signature Address: 1450 Englert Rd Lot: 3 Block:l Subdivision: Waters Edge Zip: 55122 TIIE FOLLOWING ITEMS WERFIWRRE N01' COMPLI+: fE AT FINAL INSPECfION ON Yes No Comments Final grade - 6" from sidin Permanent ste s- aza e Permanent ste s- main ent Permanent driveway ? Permanent as Retaining Wall or 3:1 Max Slo e D iA 'g CL° Sod/Seeded lawn Trail/curb damage Porch C12.'C.CXI e Lower level finish Deck Fire lace r` oud eZ veI S • Verify with yonr builder that roof tes[ caps from Ihe plmubing system have bcen removed. • Tum off water supply to the outside lawn faucets before freeze potenual exists. • Call the City's Engineering Departmcnt at 651-675-5646 pnor to working in right-of-wa} er installing irrigauon system. J BUILDING INSPF.C'COR: CONTRACTOR: McDonald Construc[ion 7601 145th St W Applc Valley MN 55124 j ' 0 . Site address: f y 5 O Frl I e r f R d Lot 3 siock ? sund. On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ventilation, was adopted. As a-result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Cerfificate of Occupancy: ? This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR _ This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTING TYPE Water Heater i/ braA)rd-WK4? h-I - PW410`G ? S/p,uJd POwer yenf Fumace e0r4o,fmaker C9 MAA yGr O /vo?p0 P?C Dryer ? Cy1, 1) ('S6(a/3ED_CG hl A l?irecf 11Q0 EXHAUST SYSTEM LOCATION TYPE MODEL CFM's VENTED YES No Kitchen kitchen Micvowav?P- J V M 12 70 5F 3? ? Bathroom 1 ? Q 54p r ezon N Q7-2 1 O 1) O 1112 ? Bathroom 2 fll A S4--e r BRo,a N/ 6,17 16 d a F 5() 1., Bathroom 3 kl a i n f3lZoArj (p 841 810 v Bathroom4 1/-? 6 04 h 5QaqJ (y r/ N 16 x8/' .50 v otnerfon{ B qh $ROA4 / & 'I N /G88? $O ? / FIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL BTU'S VENTING DIRECT ATMOS ? -1 s1 F(,po? ? Neczf-•V - GL 0 11000 T2 30)00. ASr*,-r ? I4tat•r1 -6 I-c> Voao r2 ao j odo ? MAKE-UP AIR MODEL TYPE CFM's ? ? 2'n?'? 610 • ?O ?30 I hereby acknowledge that the above information is correct and aqree to comply with the Minnesota Energy Code and City of Eagan requirements. 4 SignalueC.?O/v(d ?C f6I'f??JrO/? , CompanyName $ 3 OS` Date ' This form is the responsibility of the General ConVactor. engineers Get Me job done right 5201 East Rivez' Road #308 Minneapolis, MN 55421 Ph:763-571-2500 Fax: 763-571-1168 Fcix To: Erik Johnson Fmm: Trevor Acner Company: Tune: 9:40 am Fax: 9521132-1368 Date: 5/4/2005 Phone: Pages: 8:(Including Cover Sheet) Project Na 205.0467 Subject Benz RUC,1450 Englc7t Road, Eagan, MN - ? Urgent ? For Review O Please Comment O Please Tleply 0 Comments: Erik Here is the repozt as requested. Lyinan lumber did not have any holdowns ihat get bolted to the foundation so I txied to give a couple options. An original wiU foAow in the mail. Please call with any questions vr comments. Thanks, Trevoz ' ::Jengineers u? m.loe a?. ?p? $201 E. River Roed, SuiDe 308 Minneapolis, MN 554262027 Phone: 763.571.2500 far: 763.577.1168 May 3, 2005 McDonald Cozistruction, inc. 7601 145'h Street West Apple Valiey, MN 55124 Attn: Erzk Johnson Subject: Garage Lateral Framing Review 1450 Englert Itoad Eagan, MN Ulteig Project No. 205.0467 To Whom It May Concem: The purpose of this letter is to report the findings of a structural engineering review of a garage lateral fxazning system. ASS NMENT Ulteig Enguieers has been retained to provide a structural engineering review of the attached garage lateral framing system at the residence located at 1450 Englert Road in Eagan, MN, as directed by Erik Johnson, the builder, BACKGROUND The garage beir+g constructed by McDonald ConstrucHon, ]nc, does not meet the prescriptive requuements of the 2000 Tntemarional, Residenhal Code (IRC) in regards to the length and height of the wall panels on either side of the garage door openings, The City Suilding Inspections Department is requesting a structuzal engineering review of this condiHon. Minneapolis. MIV • Oetroit Lakes, MN • Fargo, NO • Blsmartk, IYD • Sioux Fails, SD www.ulieig.com rini -v' ccic?r - ..1 .._ I - .... I .. _.. '__"____' McDonald ConstruChon, [nc. Ulteig Project No. 205.0467 May 3, 2005 Page 2 The house is a 2-story wood-fzamed stcuccure with a cast-in-place concrete foundation and an attached slab-on-grade garage OBSFgVATIONS AND COMMENTS 1. Rick Memck of Planco provided Ulteig with architecturaf plans last dated 1-27-05. See the attached first level plan for more information. A site inspection was performed on Apri129, 2005 by Trevor Axner of Ulteig. The following information is noted: a. '!'kie attached garage is set tv the right side of the house structure. The front of the garage extends 7-6" out from the Eront house wall. The garage is appxoximately 38 feet wide by 36 feet deep overall. b. 'I'he garage is 3-stall with a 16-l00t door and a 9-Eoot door. c. The single stall portion of the garage is set back 10 feet from the double stall section. d. The garage frame wall heights are approxunately 7,2'-B'h" at the double stall section and 11'-3'/?" at the single stall secHon. The double stall section is framed with 2 x 6 studs at 16 iztches on centez and the single stall Section is kamed with 2 x 4 studs at 16 inches on center- e. Wich the excepHon of the garage door openings, the garage walls mntain a total of three man-door entrances and five small window openings, 'I'he wzndows have a rough opening of 25 inches. See the attached plan for nnoxe izi£oxmatxon. f. The garage is sheathed with b"z" thick wood structural panels (OSB) at the ,EFOnt walls and 3/a" thick Built-Rite exterior sheathing at the remaining walls. g. The garage is currently unfinished on the inside. h. All walls aze attached to the concrete foundation with Simpson MA615 straps. Spacing varies but anchors are located a maximum oE 72 inches on center. i. The walls on either side of the front guage doors are 3'-1" at the double door and 10'h" at the single door. j. The single door zs franned with a(2) 13/c" x 9'h" LVL header, (3) 2 x 4 bearing studs and (4) 2 x 4 king studs. k The double door is framed with a(2) 13/i' x 117(e" C.VL header, (3) 2 x 6 bearing studs and either (1) or (2) 2 x 6 king studs. l. The double stall section of the garage wntains a bonus room built into the trusses above. M. The roof diaphragm over the single stall section is isolated from that of the double staSl section McDonald Construction, Inc. Ulteig Project No.205.0467 May 3, 2005 Page 3 n. With the exception oE khe garage house shared wall, the gacage Wdll framing is supported by 8" cast-in-place concrete frostwalls with a 6" wide stem. o. The slab-on-grade is not yet placed. 2. The following infornnation is in regard to the design requirements of the lateral framing system for this garage layout: a• The smaller wall panels with heights exceeding 10 feet do not meet the prescriptive requirements of the IRC In addition, these wall panels are not sufficient to support the lateral loads typically distributed to structuxal sheanvalls, b. The discontinuity of the roof diaphzagms between the single and double stall sections of the garage do not allow the entire system to distribute loads as a single diaphragm. Therefore each stall will need to be designed to resist lateral loads sepazately. c. At the single stall system, becaiue a stcuctural shear waU does not exist adjacent the double sta11 section, a 3-sided diaphragm wiIl be required to adequately distribute loads. This design will require the front wall with the garage door opening to resist lateral loads. Due to the small wall panels, the entire wall will need to be constructed as a porhal frame. Refer to the athached plan and sheet 5-1 for all construction requirements• d. At the double stall system, the roof system is Ned into the roof diaphragm of the house. A standard lateral revzew is perzriztted. Refer to tkte attached plan foz aU additional construction zequirements, e. T.zi oxder to provide sufficient strength, the following construction items aze assumed: i. The studs are to be spruce-pine-fir material or better, stud grade. u. The roof sheathing is to be minimum 'Fx" thick stzuctucal grade plywood or OSB with Code xequxred nailing and span raring. iii. The wall tastener spacing for the 3/a" fiberboazd is to be minimum No. 11 gage galvanized roofing nails (13/a" long with aI/ib' head) at 3-inches on center around sheathing perimeter and 6-inches on center at internnediate supports. As an option, the contractor may use No. 16 gage staples (7/1e" crown and 1'/a" length) at the same spacing. iv. The W" OSB wall sheathing noted is to be fastened with a minimum of bd naiLs at a standazd 6:12 pattem. As an oprion, the contrador may use No, 16 gage staples ('hR' crown and 1?/a" length) at the same spacing. rini a? ?' 11 - iuu 1 ii - '_"""_' McDonald Construction, inc. Ulteig Project No.205.0467 May 3, 2005 Page 4 STRUCTUTLAL ANALYSIS 3. A structural engineering analysis of the garage lateral haming was performed and the following information is noted: a. The lateral framing system foz the garage is not structurally adequate at the current stage of construction. The installation of holdown anchors and yoztal frame constnzction is required. Refer to the attached plan and elevation for more information PROFESSION L OPINION q. lt is my professional enginecring opiziion that the garage framing lateral system is structuxally adequate and meets the requirements of the Code provided aIl noted constructivn requirements are met. GENERAL 5. The information, obsezvations, and opinions stahed in this repoxt are based on an inspection made by Trevor Axner. The inspection consisted of a visual walk-through observing exposed elements and those accessible without the removal of finished materials. 6. 'xhe observations and opinions expressed in thzs report are based on my professional engineering judgment and professional practice, as well as the visual inspection. 7. No other engineering was performed or requested for this project. 8 All construcrion is to be done in accordance with standard industry praetice and the requirements of the Code. If you have any questions, please contact me. Sincerely, ULTBIG 6NGINEER?% 4 Os ' ?, PE CO (ta) 1-I!'11-VY-GVVJ V.7'JJ v- irI ii -J - - rv• - - . McDonald Construction, Inc. Ulteig Project No. 205.0467 May 3, 2005 Page 5 EncFosures: Main Level Plan Sheet Sl 1 hereby certify that this Qlan, specxEitation or report was psepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the te of Minn sota. ? Craig Oswel( Minnesota Registration No. 42341 Date: 5-3-OS {{ : Hot,uow,4 Aat4o2 OP7to,is - usP PHP2 oa usP Tt)z pg-ov(oe S(e" ? S1F a-C?w ? ?a a EPoxw (saauTEO? E (fAB C-o) IO 'n+u5 SEE SI 1-'? • 3 2004 ?Oa-S<9 fIRSf FLQ'? PL:N I/{•. :-C'- I?Bi Sry Fl 9' CFJLINC- ? f1RS+ lOOR 10' CMLMG • KGCHEN. IX^IE1lE I PL""-- ROOn ?'in?-GV-cuo? .o•v? u? c.u ?? EX. CpNT, (2) 2X4 TOP PLATE NA1L SHEATHING TO PLATES AT 3" O.C. TYP. z ?-1 T h- 3 ti O O' fU W m Q O i h- 1.7 p Z ?T Z N o W I N 10j" NA1L SHEATHING TO HEADER AT 3" O.C. EACH HqY Km VIND = 90 MPH, EXP, 8- 3-SEC. GUST ROOF = 35 PSF (SNOV) 15 PSF (DEA?) 2003 MINNESOTA STATE BUILDING COBE w/ AMENDED 2000 1RC •?????????????????• •???.. ....•r•.???.?????• e?e?o????????????e• ?????• •??o?eeee????????• •?????????????????• •????• •?v??eo?v????????• _" " " " ? " " " " " •.•••• •????????•••..••.. N ? a w °; 2xa ? RETURN VALL L Ex, (2) 9-1/2" LVL HEADER tiGARAGE DOOR OPENING ? ? SHEAiH?G TO BE CONTINUOUS UP AND AROUND CORNER TYP. AS SHOVN 7}" MIN, ? 3/4" PLYWOQD SHEATMING ON SNS1bE FACE NAlI, w/ 10d COMMON OR BOX NAILS 2 6" O.C. ALL MEMBERS TYP, U.N,O, E%. c3> 21c4 BEARING STUDS & (4) 2X4 K1NG STUDS TTP. (2) Ex. S1MPSON MAB15 ANCHORS T YP, 2X4 S1LL PLATE HOLDOWN ANCHOR NAII NEM SHEATHING Tp 2 THUS 2X4 PLATE vr/ (4) NAILS M1N. SEE PLAN FOR TYP. 9'-3" OPENING INUP'TIONS STALL QN LEDGE -'-'-"" IN FRONT OF STI1D i ELF-VATION S1 PARALLEL TO FRAMING INSIDE FACE OF VALL SHDWN, OUTSIDE TO REMAIN AS CONS7RUCTED NOT TO SCALE; NUMSER OF NAILS SHOWN DOES NOi REFLEGT ACTUAL DIMENSIONS Benz Residence MCDONALD CONSTRUCTION, INC. 7650 Englert Road 7801 1 a57N STREET Eaqan, MN APPIE VALLEY, MN55124 --_ .. S301E4?flMwMa?09uM]0! ti' =Mnq'c?ryNUNNVMn.WxiM.Uma?pp? ?'elraalNP?'? PwMqn OY? G? M /1 Mnnlop4F1?MnnpOMS. ?nn mcr I am a auM ?onwd FrahcdaW Fnpnwm Pnom:na3]ISSm ?u'ROS)tdff? ?y I co11M5unelMmbwH v ? x Wal: Yw.?M1C4? ? dMiRh OIIM lW ieW. MNn?RO?? EW r fMl InM NOf?KK engineers O?IfmD/[ TmalYw AowowOM?CiabWrM? ar oao: uaomervuncar. 4231 .. Onwui TOTRL P.08 02 OS RESIDENTIAL BUI DI G E MITAPPLICATIO?j City Of Eagan Y? ` 3830 Pilot Knob Road, Eagan M1V 55122 ?o•sL? Telep6one # 651-675-5675 FAX # 651-675-5694 New Construdion Reawremenls 3 ragistered site surveys showing sq. tl. of l06 sq, ft, of house; and all roofed areas (20°h maximum lot coverage allowed) 2 cnpies of plan showing beam & window s¢es; poUred found design, elC. 1 set of Energy Calculations 3 capies of Tree Preservation Plan ii lot platted after 711N3 Rim Joist Dehail Oplions selecfion shaaf (buildings with 3 or less units) c? Q9?' RemodellReoairReauiremenis ? Utfi' e I 2 copies of plan Cert ot Survey Recd Y_ N 1 set of Energy Calculations fir heated additions Tree Pres Plan Recd _ N 1 site survey foraddNOns & decks Tree Pres Required - ,_ N AddiGon - indicate ilon-sfte septic syslem On-site Septlc System _ Y, N --?.I ?UFSc?c Date Site Address lq5o Fyl q c.- V Construction Cost G/3 z?? ? Unit/Ste # ? Description of Work SirlS e,/ FuON•`!?+ <t 5GW c&t ?, ??•/n F• ?.s? zC. la SJv-?!' Multi-Family Bldg _ Y N ? Fireplace(s) _ 0 _ 1 f? 2 `j v Property Owner nic &,. .? Telephone # ( yfL ) ? 32 - ContraCtor //! c 9n -lU C. c7?" C? Address 76 C2 / State /Vv /Y S`/ Sf- U City / ??0? ?'Y ? Zip S' 1 Telephone #(9SL ) 1132- - 7GD .j COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING ? Minnesota Rules 7670 Catecorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submissiontype) Submitted Submitted • Energy Envelope Calculations Submifled Have you previously constructed a building in Eagan with a similar plan? _ Y XN If so, 25% plan review fee applies. Licensed Plumber ?iac J, Telephone flG51 ) y59 -S/J?C7 MechanicalContractor l_r7,,, /r?IN AIA Telephone#(CnJ 4160-1?02Z Sewer/Water Contractor T('c kc ItKCovTelephone #(91'2) S V ' 72 3 Z ? I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit that the work will be in accordance with the approved plan in the case of work wr?, ?a , ?? r r? d approval of plans. ?j I L? l? Is ll IJ CK ? l?v`.,c Q 1 „i JAN 3 1 2005 ? ApplicanYs Printed Name Applicant's Si ature OFFICE USE ONLY Sub Types , ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg i 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ?0 03 Ot of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea .) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 38 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Pibg_r or_ N ? 25 Miscellaneous Work Types ?(j 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding 0 32 Addition ? 36 Move 8uilding ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building• ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demalition (Entire Bldg) - Give PCA handout to applicant Valuation 9y(, o? Occupancy ?L MCES System Census Code Zoning City Water SAC Units Stories Booster Pump # of Units / Sq. Ft. PRV ylsAno # of Bldgs / Length _ i.f r Fire Sprinklered Type of Const Width REQUIREDINSPECTIONS ? Footings (new bldg) ? Final/C.O. _ Footings (deck) _ Final/No C.O. Footings (addiTion) _ Plumbing ? Foundation _ HVAC Drain Tile Other Roof Ice & Water F inal Pool Ftgs Ajr4QgsTests Final `F Framing ?. Fireplace __? R.I. LAirTest Y Siding Stucco tone FinalC^{.? _ Windows _ Brick Insulation _ Retaining Wall ? &-r,.?4 61 Approved By: T, Building Inspector L Base Fee Surcharge Plan Review MC/ES SAC city s,ac Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total lyG? X?-f= m tt-rYu ???'1M9--?? R s,? SGn,?? CA cy-l2? /eyl ?cJ??S Sfovf° 3 s P/coa 3, 2?Lr sq= 90, 77 y x??= xs?= S; ??v k ?17 ]b X?-y, 2y7U c,?? ?ysi 3/3 . 4 6 REScheck Compliance Certificate 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release 1 Data filename: I:\Energy Calcs\RE5CHECKUNSN\04-549.rck TITLE: #04-549 COLJNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 01/26/05 PROJECT INFORMATION: STEVE & YASMINE BENZ COMPANY INFORMATION: McDONALD CONST. INC COMPLIANCE: Passes Maxirnum UA = 779 Your Home UA = 616 20.9% Better Than Code (UA) Pemvt Number Checked By/Date Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling ot Scissor Truss 2028 45.0 0.0 55 Wall 1: WoodFrame, 16" o.c. 4755 19.0 2.0 219 Wmdow 1: Above-Grade:Above Grade, Wood Frame, Double Pane with Low-E 704 0310 218 Door 1: Sohd 38 0.230 9 Door 3: Glass 54 0.330 18 Door 3: Glass 40 0350 14 Basement Wall 1: Solid Concrete or Masonry 783 11.0 0.0 44 Wall height: 8.8' Depth below grade: 8.2' Insulation depth: 8.8' Basement Wall 2: Sohd Concrete or Masonry 410 11.0 0.0 30 Wall height: 3.5' Depth below grade: 3.0' Insulation depth: 3.5' Floor 2: All-Wood JoisUTruss:Over Outside Air 30 38.0 0.0 1 Floor 2: All-Wood JaisUTruss:Over Unconditioned Space 317 38.0 0.0 8 Fumace 1: Forced Hot Air, 90 AFUE Proposed and Maximum U-Factor Averages . q TA Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0313 0370 Includes Foundation Windows > 5.6 fr2 Floois OveL Uncondirioned Space 0.026 0.033 COMPLIANCE STATEMENT: The proposed 6uilding design described here is consistent with the building plans, specificarions, and other calculations submitted with the pernut application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requu'ements in RES checkVersion 3.5 Release 1(formerly MECchec? and to comply with the mandatory xequuemenCS listed in the RES checkInspechon C ecldist. Builder/Designei Date +J. vOJ ?i.,. Job Siw AJdr,?s. ?? ??,/ Kr n J f/ "CATEGORY 1" ALTERNATE FOR 4111 ONE & TWO FAMILY bWELLINGS city aF eagc INSTRUC7'IOYS; Tliis altcrnative may be used far onr and lwafamUy dwellings bollt ta meet she Catcgory 1 requirements of Minnesota Rules, Chapter 7670. Compkto Pytt A. B, and C. Clearly mark plans with: insulation R-values, window and skylight U- valuts; size and rype uf equipmmt; equipment eonvols; and Ioestion of vapor renrdcr snd windwisA buricrs. More detaikd informauon can be found in the Mianunra Energ+Code summ9ry sheets avajlable from the Minnesora Deparunenc of Commerte. Part A. BUILDYNG ENVELOPE Check proposed envclope joint aealing oprion 4 O? Ptesaiptive (caulkin? ga?kcts. aec.) O pcrfo[mance (tes[ per 7670.0470 subp. 7.C.) Cheak rhamal maW wtculaTion opdon usal -) O"Cookbook" (complae wmksheee below) ?1?Ch;ck me?heG (atcach ropon) ? Pedommnce (atncA U-vWue cvleulatiou) Sysums Analysis method (auxb "Cookbook" Worksheet INSiRUCRONS Step 1. Cheekium(5) [hat daign mxtt on el;MmumRequinMOUS lis[ m Uu righL Muse mca ell items m use ^Coakbook" option. Step ?. fndicatt proyosed wall rype on uble below. Stry 3. Indisaa Window U•value and source. Smp 4. venfy wtal window (including aza of all Fowdauan windows) snd daor area is equol or 7ess than allowable percmmge. rnMnMreEOuatEMExrs _ (?0r `?00?00?(" OptlOO Ollly) ? Ceiling lnsuluion: Mmimum A-38 wich )K" rnergy hccl; or Minimian R-la wiUllow trucc heel; or Minimwn R36 with R-S shesrhio WA[II AO SRiC. ? Entry Doors: Maz. U•value of 0.30 or 1'/." sohd wood witlt s[orm ? Rim Joist Lisulation: Mntimum R-19 O Flooa ovu weonditioned s aces: Minimum R-24 O Foundadon Insultuion. Miaimum R- 10 ? Fmmdauon Windows: 'A" insula[etl ¢lus, wood or vinvl frame TABLE FOA DET ERMAiIN G Mn-XLMTAf WINDOW AND DOOR aRPn Maximum Allowable Toml Windnw and DoorArea as a Percrnnee ofzxposcd We11 ---i 12?, 1C°/. 16°k 18•h 20°. 22 % 26°h 26°/. 29% WaJI T (SlanGard Ff3tni Maximu m Av WindoM ?value exc t fowdarion windows : 0 :x4, R-13 insuW[ioa R-7 shcathin 0.55 0.47 0.41 036 0.33 0.30 0.27 0.25 0.23 ??x4, R•IS insulauon. R-5 theazhin 0.52 0.45 0.39 0.15 0.31 019 0 26 0.?4 OJ1 C] ?x6, R-19 msulanon, < R-S sheathia 0.40 0.41 0.36 0.32 0,29 0.?6 014 0.22 0.21 D 2x6, R-14 intulanon. R-5 sheashing 0.56 0.48 0.42 0.37 034 031 0.28 0.26 0.2s O 2z6, R-21 insulauon. <R-5 shrnthin 0,51 0.43 D.38 0.]a 0.30 0.28 01S 0.73 0.22 0 2x6, R31 inaladon R-5 3haachio 0.58 0.50 O.a 039 0.35 0.32 0.29 0.27 0.25 Ws1 17 Adv.wccd Framin : Marimum qveta e Window U-valut tlt t foundatian windmn : 2s6, R-1 ? 9 insv4tdon. <R-5 aheathin 0.52 0.45 0.39 035 031 028 016 0.24 0.22 O 2x6.A•19insulanon. R-Sshea " 0.58 O.SQ O.aO 0.39 035 032 029 0.27 0.25 O 2x6, R•tl inSUlaGon, c R-5 sheaNin 0,55 0.47 0.41 0.36 0.33 O.7Q 0.27 0.25 0.23 O 2z6. R-21 in6ulntion. R-5 sheaNing 0.60 0.52 0.46 041 0.36 033 0.30 016 026 noruvtic 177>nanuuwr. I 100x??.;?-?=?% window & door ores goss c<pued welt uea DES[GN ALLOWADLE (fmm tahle abwe) MINNESOTA ENERGY CODE - Wulr_N iPln Fc Me v 1 U_cr 7 7YA£ OF RESIDFNTCAL BUILD?NG APPLICASLE RULES AetaeAed R-7 oaupanry 1- and Lfnmily dwellinp Chapter 7672; or Examples: sin lo famil , nvin M1omes. d Iczes CAa tq 7670 •'Cate o I" with suat resariauon and vrnuluion uiiemrnu AnacAed Ad oetnpaaey dwdlingt Chapter 7674; or Eztnt ltl'tri lez WwMOUSes ond row houtes Che kr 7610 with eitha "Catepty I" or "Category 2" rovisions 8-1 oavp3oey EullNbgs of 3 stortes or tess Chaptcr 76TO; or Exam les: condammiurrteora arbnenm Cha ter7670 witbe;tAcr^[ace o 1" or °Cote e 1^ ro?isions R-1 areupuncr bupolne? orer J smrles hiQD Chapter 7676 6xam Ies. b? Aristeonduaora 1t ,. ' JUL-10-2081 10:06 651 681 4694 96% P.05 cJi 1c' ctJCY VV..? Cnpn?Y G'?C.\.Vii y iJ?G`+JC1..lOG I 'U.OC_+ 11C • NEW CONSTRUCTION ONLY P,art B. DEPRESSURYZATIQN PROTECTION Check upcion used: O Fuel buming equipmem (complek scheJules below) O No Poel buming equipmcnt 1NSTRUCTIDNS Sicp 1. Complete the CombLurinn Eepiipmenr Schedule below. Only equipment with a Y(Yes) may be selattd under the "Cmegory I" aftemate. Step 2. Complete ExhaurUMOke-up Air Schedule on tbe nght if direct or power vemed or solid fuel acmospheric vent space heating equipmem u selected. design represenled in these dooumeatc is eonsistent with the building plans, II}e permit spplicarion. The proposed building has bern de:igned m meet rlie C01iHUSTION EQUIPMENT SCHEDULE eheck n!I rimas o osed) Spate htating - nnnsolid fuel 11 Sealed combustion Y HeaAh - nonsolid fuel O Sealed combusaon Y ? Direc[ or powa vented Y• Direct or power venud Y Aano hericall vented N Amno hericall venud N Waur hearing-nonsolid fuel ? ScnleJ com6useon Y Space heaong-solid fucl D A[mosphaicslly vensod Y• irect or ower ven[ed Y Wakr heatin - soGd fuel O Aano hericall venud Y Atmas heNcall veuud N Harlh-solid fuel O nm?as hericall venced Y If am?ospherically verted soGd fuel or dircct or power venkd aoasolid fud space hendng is installcd, thca makeup sir tu match `. flow is rc uired for eacA individual ac6aust device which exceeda 300 cuDic feet et minuie. Part Ci. VENTIZATION VENTlLAYION QUAN?iTY (Mechanical vrntilalion must be prmided per the larger quanaty calcutated helow) ! ? eubie feet i 0.00583lminute cfm (= Y. li dm/bedroom) + 15 efm = f? cfm vofume of habitsble rooms nwnber of bedrooms Cheak method(s) proposed 4 VEIVTTLATION FAN SCHEDULE ? Exhaust onl O Balanced eat recove ventilacor, air exchun er, ete. Fan dacri 4on or location 3 k TOTALS VENT[LATION [nrake cfm cfm tfrn cfm cfin AS DESIGNED Ezhaust cfm cfm cfm , cfm cfm Statement of Comp&ance: The propoaeQ specificauons, and other calculauons submii ttqui_ rgnrntioE?heMinnesoc? Energy Code. ?j-a ,L`/? ( ?1.. JI / _w. _ wpplicant (print namc) Fi Part C2. VENTILA ? B7iHAUST / MAKE-IJP A1R SCFIEDULE• ? rErAaust devices over 300 cfm Flow ? cfm Dax Telephone number (Submlt Part Cz upon completina of system verifentiont) x ----------------------------------------------------°--------------- ]ob Site Address: Pennit Number Fan descri tion or loeation TOTALS MEaSURED Indce cfm cFm cfm cfm cfm PERFORMANCEt Exbaust cfm cfm cfm cfm cfm 1 Ventilation rate must be measurcd and verificd when tAe pertarmance oytion is used in lieu of the prescriptive option fot the sealin of'oina in the buitdi candi[ioned rnvelo e(from Pan A. Complianee Smtemenc Insmllod vcn[ilation syslem is in complianee with MN Energy Coda and is sized eo provide ihe dasign air flow. Applicam (print rume) SignaWrc Dete Telephone num6er JIJL-10-2001 10:07 651 681 4694 96% P.06 oCjq(fC-l Fi?.? CvC'r Development Lot Number 3 Block Number ( Aadress l?-ISC? NEsi,'C?T P.b Builder MGDC:iJ?'W'b C()PST !-IVG, - PHONE NUMBER: C(,SZ "LQ Z'2 6? I CONTACT: fl l (. [.L1 l1U TEIZ - Tree Protection Reauirements: Tree Protection Fencing Instalied On Site Oak Tree Pruning (immediately seal wounds during April 1 to July 37) Therapeutic Pruning Retaining Wall Other: Reolacement Trees: Not Required As Follows: Attachments: Yes No Additional Notes: ? 7C? ?A7E -d H:\ghove%2004fi1e\treepres\Tree Preservation Plan Summary-2004 (PLEASE READ ATTACHMENTS) Building Permit Survey for: McDONALD CONSTRUCTION, 1 NC. LEGAL DESCRIPrJON Garoge Floor Elevation = 854.50 Lot 3, Block 1, WATERS EDGE, Top of House Foundation Elevotion =857.0 according to the recorded plot Bosement Floor Efevotion = 848.3 thereof, Dakota Counfy, Minnesota. MH Inv. 838.24 15" -S -5 ? ???L :? R?'T.1..'?+? ? -??7'??? ? • " lt?v 84632 ., .:• :'.e:.'....? .. ..:.:....:.' :.'.>l(.: :.. .? ... ?,`...' . .? : 8B? N8 43'35"E Ce N87°34'55q 8511 7 LH51.1 852.0;: 147- Drainage and utility easements ? a52.0 u. ?'leP 849.66 '• -6" Woter per plot of WATfRS EDGE I1 .?°? ? a \sr 850.8 MH 8 5 Top 850.91 Sanilary sewer service ---°,a o ° Inv. 843.46 = 843.5 /eet (Per plon) ye / ? 3 ce ,- °? - --v? - - - - 10 Top 849.37 Benchmark: iop of 5 854.3 854.4 ? hub = 854.71 feet - .............. """............. . ? =7 856.2 5.30. 8539 n 22.50 856. " Porch 952.0 onsfruct retoining woll to 854.6 854.3 31.50 io.5q 850J llaW for excowtion' ? N oMoo N 4.00 Grode swale to provide drainage oround house y , ? w? 51 ? g 852.3 proposed House N N x 9, ?^ ? ? ? yEmergency overllow j = 650.00 feet asi.s 20.00 3 o ln x ? Grode swole to provide I?. „ y \ c Q q droinoge around house W ^ = 2 ? i I6.50 m m 12:00. 0 0 852. 4 IX850.8 850.3?,, v v^y 8??5 oi951. 849.8 $ef nOil 0 ` g57.5 $ ?? h Benchmark: Top ol I O?aso o'? ? ^1 c hub = 851.43 feet 'O V) I 848.5 847.9 850.0 x$850.3 CB 8517 ..Building setbock linesrop 848.86 r x 849.5 ? Orainoge and utility eosemenfs to per plat of WATERS EDGE FES fnv.?847.27 Z X ? N 847.3 * 64.91 853.0 - e42.2 '' .. N89°4335"E 85.01 LEGEND 40 lron Monument Found -s-Sonitory Sewer -57- Sform Sewer -w- Wotermoin MHQ Monhole inv. Invert E7evotion =Bituminous Surfoce - - - Overhead Wires 960.Ix Oenotes Existinq Elevotion eo. . Denotes Proposed Elevation -Denotes Proposed Surface Droinoge ? Denotes Hub Areo = 13,457 square feet (0.31 acre). Cumulotive impervious surfoce coveroqe for Lots 1, 2, 3, 4, 5, 6 and 7: 27,0261162,383 = 16.64% Allowed = 25% I hereby certify that this is o true ond correct representotion of n survey of the boundaries of the lond above described ond of the locotion of o proposed house. +??11111171?er Dated this lith doy of Jonuory, EHDER & ASSOCIATES, INC. ? UCENSED ' LANO ' SURV[YOR % Dovid C. Craigie, Land urveyeSN'•, 4261e ? Minnesota License No. 42678 fO iiiis?? Rehder and Associates, nc. GVIL ENGINEERS AND lANO SURVEYORS !MO PWalal Wiw • Swto ?IO • EWm, umnnela • Fnme (651) 43]-'AS' JOFj: U.S4-74545.ULJ • ' LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION - PROPERTYLEGAL: DATE OF SURVEY: 1I II IOS LATEST REVISION: ZI3J0,1' m ? c m L U Q ? O Z Q DOCUMENTSTANDARDS ?? ? . Registered Land Surveyor signature and company p ? . Building Permit Applicant ,g ? ? . Legal description „ ? Z . Address /Sv.S+ 56wk) " 1450 FKIlkr+ Rd. ? fQ 0,? • NoAh arrow and scale f? ?? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) -Sl.nw howse TYPe ??? . Directional drainage arrows with slope/gradient % ,.? ?? • Proposedlexisting sewer and water services & inveR elevation ? ? ? ? ? ? . Street name ?? • DrivewaY (9rade & width - in R/W and back of curb, 22' max. ,ef ? ? . Lot Square Footage R( ? ? • Lot Coverage ELEVATIONS Existina ,B' ? 0 --• Sewer service (or Proposed) - ? ? ? . Property corners .z ?? • Top ot curb at the driveway and property line extensions ??? . Elevations of any existing adjacent homes ? 0 ? • Adequale footing depth of structures due to adjacent utility trenches ? ? ? . Watenvays (pond, stream, etc.) Proposed 'A ? ? • Garage floor ? ? 0 • Basement floor p,g' • Lowest exposed elevation (walkouUwindow) Z i a5 C_ ?,9 • Property corners - 8?k Le+ Carn¢`S- IF S?y',ng -li,e Sa?e Sb°?J x- / B.5'i?. F Ros? ??'1? ,y ?? . Front and rear of home at the foundation PONDING AREA (if applicablel ? ? ? . Easement line ? y ? . NWL ? ? ? . HWL ? fd' ? . Pond # designation 'V p ? . Emergency Overflow Elevation ? 'z ? . Pond/Welland buffer delineation S N • Shoreland Zoning Overlay District DIMENSIONS ? ? "all ?? . Lot Iines/Bearings 8 dimensions - Ste p1a}e. w Swo ? rf{' . Right-of-way and street width (to back of curb)-Slvoi,J rrzt W?d-1!. CBock+?l3o?cK?ja.d ,?ble o-?? EnS? 6'i ? fa' . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, e c. 4is (i.e. all structures requiring permanent footings)-$sk.$wrJ? , AJW Porcl„?fGk E90cLk Ual?• ,,A ?? • Show all easements of record and any City utilities within those easements )6 ?? • Setbacks of proposed structure and ideyard setback of adjacent existing structures fy ? ? • Retaining wall requirements: Reviewed By: Date 3 0 G:lFORMSlBUilding Permit Application Rev. i t-26-04 Building Permit Survey for: McDONALD CONSTRUCTION, INC. LEGAL DESCRIPTION Gorage Floor Elevotion = 854.50 Lot 3, BlOCk 1, WATER$ EDGE, Top of House Foundation Elevation =857.0 accordinq to the recorded plat Basement Fioor Eievation = 848.3 thereof, Dakota County, Minnesoto. 0 MH^ Inv. 838.24 15" -S 15" -S ., .. C B Top 849.86 Inv. 846.53e, omol%m Mo0oo NGLERT "Ce MF? 0 '?Top 849 58 . 850.4 849 Inv. 846.32 g50 BC B - BC 43'35" ` 852.0 ; - ,,. Drainage and utility easements , ??Top 849.66 per plot of WATERS EDGE 850.e ?s- Sonitary sewer service = 843.5 feet (Per plan) Benchmark: Top ol -------- ... hub = 854.71 feet 856.2 a ?y h 7 Lx=O 57.7 / 851.9 Grade sw e to provide---------.... draina e o Dd house ? 4 p 0 fl ? Set nail ? \ M ?7 Q 0 ?nag an 8ility easements Z pe pl 6T, WA7ERS EDC?MOI w ;.1 1 OD44 847.3 x 842.2 ' 842.2 Address: 1450 Englert Rood House 7ype: 2-Story ( Full 8asement ) Lowest window elewtion = 851.8 I FrFNn By ,.... , a ..........? ? 1 oy ?i OAD? ?851.1 .... ...... 6" Water MH iop 850.91 fnv. 843.46 ? ? ? O G? ? ? ?.=1 ? n 22.50 0 0---LL71 x? . 56. e ??o Porch 852.0 __ .?,_ onstruct retaining wali to - 3?.? I ? llow for excavation p Grade swale to provide , drainage around house 852.3x Proposed House 20.00 3 8 848 .5 847.9 850.0 ? Buifding setback lines x 949.5 . / -- ? / ?.. .. . - , : ........... ... ? _.... , • ? .. . ; ?.. ... ....? Lr)..ea7:3.... FES lnv. 27 x o : : f `.... N '. 64.91 .............. 1..:.':... . N89°43'35"E 85.01 . E r c- A N EWE • Iron Monument Found -S-Sanitory Sewer -ST- Storm Sewer - w - Watermain MHQ Monhole inv. /nvert Elevation F___1 Bituminous Surface -.- -Overhead Wires ssa.rx Denotes Existing Elevation so. = Denotes Proposed Elevation -Denotes Proposed Surface Drainage ? Denotes Hub Area = 73,457 square feet (0.31 acre). ?-Emergency overflaw 850.00 /eei 0 ? 2 "6 ° ?-Benchmork: Top of hub = 851.43 feet ? ? v7 17 k ? r Z Z ? Q ? Ir- N z 853.0 ' - ? a r Scale: 1 inch = 30 feet , CumWotive impervious surfoce coverage for Lots 1, 2, 3, 4, 5, 6 and 7: 27,3911162,383 = 16.879< Allowed = 25% , I Yiereby certify that this is a true and correct rep'resentation of a survey of the bo rJddii??iqf, tFi'e-and above described and ot ,FyO? a proposed house. %?p; • ••.G? .? Dated this 11th day of JanuaryC2Q05.LICENSED ' LAND = ?tEHDER & ASSOCIATES, INC, - : SuaVEVOa = \ • ,1 n ? ?_N, 42619 Cravid?C.JC o e, Lav d Survor 'iFOF?h9VN?'? Minnesota License No. 42618 ??? Revised: Jonuary 26th, 2005 - Add deck/porch Revised:February 3rd, 2005 - Per city comments Rehder and Associates. Inc. CIVIL ENGINEERS AND IAND SURVEYORS J{?p f? pirs • S17to 110 • Eepon. MinrMwta • Rwne (631) 43I-5031 JOB: 034-1845.029 5 ?? Use BLUE or BLACK Ink r----------------� I For Office Use � ' � Permit#:��'" ` � j Clty of �� —�- � E �� ; iPermit Fee: � 3830 Pilot Knob Road Eagan MN 55122 � Date Received: � Phone: (651)675-5675 I I Fax: (651)675-5694 I Staff: I I I 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 7/a 3��+� Site Address: �� f �%"Unit#: � � � � ,-� Name: Phone: � ��k � 'n� ��g�; Address/City/Zip: �� '" l� �� '� :� ` Applicant is: Owner Contractor " � � Description of work: �:�� "' Construction Cost: 1�/� Multi-Family Buildin : (Yes /No � Com an � �� Contact: ��' , ; �� ; � . � ; P Y• =s ' �� ; Address: � 7� City: S�� G�7►��'��"�' t> .'- � /� ,�4�� State:��Zip: �� Phone: L, -� Email: �"' �'l S� F �s�''�� Fq {� r �z_�, � � ,. License#: 1�R E ��3 r � Lead Certificate#:�1��' C ID�7C�� " � 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: ��^" • ��C�#��$��z� �3��``r?�"��u��i�@�"'�f� �; � ��i�� y��I�r ��+�� S�0��,��"��'+��",� �i�a ��'��C�� c - : F �� '� `' . < �,��v;,��.. > . ' . ...,. ; �8��`�.. �:`��B� �� :��.��,�.:. t CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.org I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Buildin od must be completed within 180 days of permit issuance. � X �� E� ��-e s X Applicant's Printed Name A plicant' ' nature Page 1 of 3 PERMIT City of Eagan Permit Type:Building Permit Number:EA139834 Date Issued:11/10/2016 Permit Category:ePermit Site Address: 1450 Englert Rd Lot:003 Block: 001 Addition: Waters Edge PID:10-83475-01-030 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). 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 - Steven Tstes J Benz 1450 Englert Rd Eagan MN 55122 Polar Builders Inc 1103 West Burnsville Parkway Suite 110 Burnsville MN 55337 (763) 370-0074 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA155595 Date Issued:05/23/2019 Permit Category:ePermit Site Address: 1450 Englert Rd Lot:003 Block: 001 Addition: Waters Edge PID:10-83475-01-030 Use: Description: Sub Type:Residential Work Type:Replace Description:Air Conditioner 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 - Steven Tstes J Benz 1450 Englert Rd Eagan MN 55122 Metro Heating & Cooling 1220 Cope Ave E St. Paul MN 55109 (651) 294-7798 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA158021 Date Issued:09/23/2019 Permit Category:ePermit Site Address: 1450 Englert Rd Lot:003 Block: 001 Addition: Waters Edge PID:10-83475-01-030 Use: Description: Sub Type:Residential Work Type:Replace Description:Standard Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Steven Tstes J Benz 1450 Englert Rd Eagan MN 55122 HomeWorks Services Co dba Homeworks Plumbing Htg 1230 Eagan Industrial Rd, Suite 117 Eagan MN 55121 (612) 400-9020 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA166624 Date Issued:01/25/2021 Permit Category:ePermit Site Address: 1450 Englert Rd Lot:003 Block: 001 Addition: Waters Edge PID:10-83475-01-030 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) 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 - Steven J & Yasmine Tstes Benz 1450 Englert Rd Eagan MN 55122 (612) 328-2533 Homeworks Services Co Dba Homeworks Plumbing Htg 1230 Eagan Industrial Rd, Suite 117 Eagan MN 55121 (612) 400-9020 Applicant/Permitee: Signature Issued By: Signature