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504 Chapel CtPERMIT # 5-1XI RECEIPT DATE: 2002 $ESIDEN'1'IAI. PLUMB1Nfi {"EitMIT A#`PLICx4TI0N crrY oF EAsAv S$SO PILOT KNO$ RD Ei4HAN, MN 55122 651-6$1-4675 Please complete for: single family dwellings, townhomes and condos when permits are required for each unit, hackflow preventer for irtigation system SITE ADDRESS: ?? ?? I Gf'. OWNER NAME: :\jDh" t ttGU lr_u Ahd Prsnn TELEPHONE # 651 - 994 - 04t, 5 (AREA CODE) INSTALLER NAME: Lra? WtI2l IYfA.IYnPwt TELEPHONE #: qjz - 953 -q643 STREETADDRESS: IJ'J',N 6ovdIand -PAJh (AREACODE) CITY: L kev-l I Ie? STATE: Hfo ZIP: 55044 _ SEPTIC SYSTEM, newlrefurbished (requires rivo sets of plans and MPC license) $ 100.00 inciudes $40.00 County fee Note: Additional consultant fees may apply • MODIFICATION/ALTERATION TO EXISTING DWELLING UNIT, INCLUDING: _ Adding fiMUres to lower levels or room additions, excluding water softeners and water heaters. $ 50.00 _ Abandonment of septic system. _ Water turnaround - existing dwelling unit (+ 5/8" meter if needed -$118) Other: _ RPZ: new installatioNrepairhebuild 30.00 _ lawn irrigation system I I Rv -- - - - - _.-:J ReplacemenUadditional: ? water softener _ water heater $ 15.00 State Surcharge $ .50 15 !?Eo- Total $ I hereby acknowledge that I have read this application, statethatthe information is corcect, and agree to complywith all applicable City of Eagan ordinances. It is the appticanPS responsibility to notify the property owner that the City of Eagan assumes no liabilityfor any damages raused by the City during its normal operational and maintenance adivities to the ficitities eonstructed under this perm@ vithiac, ity property/n ht-of-wayleasement. r, h, . v?r A k-A . /a/3/o.12? SIGY(AfiURE OF PERMITTEE 1/02 Address 504 r h a p A, r? Zip 5512 ' LAt 0 Blk I Sub Cherrywood Knol THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECfION. Date: Yes No Inspector. ?? r? Final grade (6" from siding) Permanent steps (garage) Permanent steps (main entry) ? Permanent driveway ? Permanent gas / Sod/Seeded grass TcaiUcutb damage Porch Basement finish ? Deck Y, Please verify with the builder the remaval of roof test caps from the plumbing system and the shutoff of water supply to the outside Iawn faucet 6efore freeze potential exists. Contact engineering division at 681•4645 before working in rightof-way or installing underground sprinkter system. White - City Copy Yellow - Resident Copy Pink - Convaclor Copy ? Siteaddress: Lot /l Blockj- Subd. ( hJUI-Mld?cd ( ? 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 Certificate of Occupancy. This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR This sUucture: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'5 VENTING TYFE WaterHeater ? MftKATf?l? .? b a,I? N?,' Furnace ' Dryer ? EXHAUST SYSTEM LOCATION TYPE MODEL CFM's VENTED ves No Kitchen kitchen Rr,,,, hwA - " -L x Bathroom t M„SEW ?'.?. 6, 5 1(GL( - 4 M?) Bathroom 2 ydsAA" : 61?, h? . rvccP-1 >qq- z?-ad F:?k `d t? x Bathroom3 Bathroom 4 Other VENTING FIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL BTU'S DIREC7 niMOS I hereby acknowledge ihat the ahove informa6on is correct and agree to comply with the Minnesota Energy Code and City of Eagan requirements. Signalure Date CompanyName " This form is the responsibility of the General Contractor. G v GAULKING WSULATE INTERIOK OF SHROUD WI7H 314" KI61D FOAM 22 6AUGE GALVANIZED SHROUD ATTACH SHIZOUD WITH 3" EX7ER10R DECK SCREWS GUYER'S SUPERIOR WALLS AND NORTHE RN MANTE LS 580 SCHOMMER DRIVE HUDSON, WI 54016 715-381•2500 ^` 651-436-2500 * FAX 715-381-2501 PACSTMTT.E 7RANSMITTAL SHE£T T0 FROM: TerryZalinka josh Keeney OO?OANYDATE: g•21-02 FA}C NLMffiEA: 707AL NO, OF PAGES INQUDING CAVER! 651-681-4694 3 PCiONE M)18E8: m: Anderson Damage ? URGENT ? FOR REVIEw O PLEASE COMMENT ? PLEnSt R£PL'Y ? PLEASE RECYCLE N01'ES/COAAAPN(S: . Terry, Here is a letter for rhe Andenon residence if you have any questions feel free to give me a call. You can reach me at 612-363-7939 'Ilianks Josh Keeney HAVE A SUPERIOR DAY ?o00oN SIIeM aoiaaang saaAog WylE:ll ZOOZ I T052 TB£ SZL -19°2002 04:3ef' FROM: VRI, SiBUCPE. Augusc 19, 2002 Attn: Jesh (Guyer's Superior Wal() From: Bemie Stroh, P.E. , Ite' Structural Review of Damaged Superiar Wall Garage Foundation at 508 Cliapel Court, Eagan, MN TQ:17153812501 P:1,3 {fl61NE?RkN6 s?aucro??i ?oHSUU?Ns Memo: Tt is my understanding that a"Superior Waik" foundation panel at the corner where the garage wall abuts the house was damaged at the exterior face at approximatety mid-height of the 9 R. t31t panel (see attached drawing). As requested, I tulve reviewed the design loads on this panel from the garage roo£ According to my calculations, the damage to the exterior face sheil concrete will not have any effect on the stcvctural capacity of the foundation wall panel to support the maximum design loads. The reinforced hprizonCal concrete header across the top of the panel is designed to span between ttie concrete studs at the inside face of the panel. The studs carry the vertical loads from the roof (er floor) above to the crushed rack foundation. Tha wncrete header acts independently of the face shetl (the euteripr exposed concrete surface) and thus can bridge across any damage on this surface. A suitable concrete patch repair should be made if the damage is exposed and also to sea{ the face of the panek against mois[ure tntTUSiqn. Hnd of Memo REGISfiFNED pROfESS10NAL i?ass?ai??g/d dt R's1600 ON'Ap[isnis,ul 55111 -'A' ?esuissjje?, io??,aaaog Saa6n?"' F-?WtlIE?II?EZOOZ.?.l?.•'pr,,illiL9fl ri N a _ -- - .? i m N N + ., ti I O F- ? ?I I ? N ; Q? ? "1 ti ]0' 'dkLL I 8 O'-?' ? rl /(wcwE> .j.rb 8 CtiN?olr?. 4E,4G.4+.•, .'", ~ ItT ?a.L SR1f 0-O' ! ? '' `yd'^2ey$111Gi, ?tYG79 Su?lperior tt/a?ls ?- 6B: EmG4MYl NufOOY,YAlb{B o PACTCRZ , o 1 o R ?rw?? W: C CA E: c m af / >. '?f+EB1?ES* . " c? Z 0 Y? f Y? Q 0 O ? _ ? = U S Y ? ? i _ p? ?'3 p L F 1[? m a c 2? p Z ? L? E q E y y = 0 ? ? ?ft S ? S N? j" tl t Y} r s h Z Q •0 2 z°?ae oLF.=au? ' : 4M a?uti n_ 4 L 3 i u ? c t a ; iYis.O] a r =r<a=a;< F<or SHEE7 P''-N'E? 3?^? \ w ? AFFIDAVIT OF EXEMPTION FROM STATE CONTRACTOR LICENSE State of Minnesota ) ss Affidavit of Jonah or Hailey Anderson ) (Building Permit Applicant) County of Dakota Jonah or Hailey Anderson , being first duly sworn, upon oath, deposes and states the (Building Permit Applicant) the following: 1. This Affidavit is submitted in connection with the building permit application made by Jonah & Hailey Anderson (Buidding Permit Applicant) for a proposed work proj ect located at 504 Chapel Court , Eagan, Minnesota. 2. I acknowledge and understand that Minnesota Statutes, s326.84, requires all residential building contractorshemodelers to obtain a license from the Minnesota Depariment of Commerce, unless otherwise exempt under the statute. I am exempt from the residential building contractor license requirement pursuant to Minnesota Statute s326.84, Subd. 3, for reason(s) indicated below (check those that apply): ? a. I am the owner of the residential real estate on which the home shall be built and I will do the work myself or jointly with my own employees or agents that I am building such home as my own personal residence and intend to permanently live therein. b. I am an architect or engineer engaging in professional practice as defined in Minnesota Statutes, Chapter 326. a My annual gross receipts aze less than $15,000. d. My contracts on individual projects in aggregate do not exceed $2,500. e. I am a mechanical contractor, plumber, or an electrician. f. I am a speciality contractor, remodeler, or material supplier involved only in part of the proposed improvement to the residential real estate. 4. I aclaiowledge and understand that the statements in this Affidavit are made under oath and if I make any statement in this Affidavit that I know to be false or inconect, I understand that I could be subject to criminal prosecution or denial or revocation of the building permit or both. FURTHER YOUR AFFIANT SAYETH NOT. Dated: (Building Permit Applicant) Subscribed and sworn to before me this 0whday of CuAti 12L;-2001 . ti' i Ll- Notary Public ?-? .4:•-y ??,j/ LINDA MARIE ORALLE NOTARYPUBLIC-MINNESOTA M? Ccmmission Expires Jan. 31, 200.5 Jonah or Hailev Anderson 106 Anthony Drive Lakeville MN 55044 612-309-9647 (Print/Type Applicant's Name and Address & phone number) SEP.17.2001 .10:40RM a[WIDMER INCBr-.QNn HTG. °"'N0.815 P ? F£B-..?-o.. • i : . . A ` - o? .?? . _ __ . ... DOLDER PLUMBINl3 AND HEATtNG 7255 County R TA 58359-g517 MAPLE PLAIN, MINNE50 /0 763 478-1842 ????", ^/ ?'^Q 13 FeDruary 2001 OATE..._. __. -.-•--? ^- - saerECr ---•-?. ........ __ . _ To lihotn it Mey COntern; THis letter is to auihorize Yidmef CQmoar. tNC to cbtain - Plumding Permits Lhrough Dalder Plumbin9 anQ Meazin- a copy of our Naster pluMber Ifcense and State Bond. This authnrizes Toay Yander2inde, Paul_Ilir.or Russ Yidmer ?.?..?... , to sipn Lor sucfi permita as needed,.f.n ed_ ditlon to Si9neT5 from ... _ __- ..__..,__. uat'Li... e n..tAer_' 3r. RobeTt QO1deP, - and Suzanne Dolder. p ftEAsa MMr ? iro AMr. NrcesewRr ? 02b BTU+leat Loss Ener Avera e U Calc OWNER: BUILDER: PLAN # Jonah & Halley Andereon Jonah 8 Hailey Andereon 071901 ANDERSON 106 Anthony Dr. 106 Anthony Dr. WALL SECTION Lakeville MN 55044 Lakeville, MN 55044 Au ust,29,2001 SRE: 504 CHAPEL COURT EAGAN, MN 55121 MAIN LEVEL MAIN LEVEL RiMJOIST Note: Wi th Balloon framing there is no Ri m. $0 FfEI(PFR4MEWALL ABOVEGRADE 1250.50 300.00 LOWER LEVEL LONlERLEVEL ExPOSEDS.WaIi Note: Su perior Insulated cement refab wall SQFTEXPFHAMEWALL ABOVEGRADE 0.00 579.00 TOTALAREAtimes.ll Total wall r bo X .11 2129.50 0.11 234.25 WINDOWS SO. FEEi i Low E. 0 88 Cdsement : ............................................................... _._...... _............... , ...._3_?7.i ..... _...... _. ....................._0.3300.?. 278 ............ ........ ! .8901 :22,.'.................................................... _.. _101..:.?.g Decoratlve _ 0.00; 0.3300; O s 0.00? . _. _ : ......... ............ _.... _ 0.00 ..._-..... .................. ...-_..................._...__. . Basement units : ..... ... ............ ......... ? ALL WINDOW TOTAI ............_..____..... 00; .................................. 62i :......... __.... _................ _?.... ................. _0:4900.? ..............._o . .......... ..................... .... : o.oo'?. ... ...... .............................................. 0.00 ; 1N PA710 DOORS ; 908• 90. FEEf ; U-VnLUE PatioDoor ..................._.........._'_.-............_.._....... _............ .. i 84.00i -._.__..... .._.........-. .............0.3200;. ..... ...... .78 ... . _ .. :.._2365:44;............. ........ .. .... ....46.68 .. .... ATRNM DOORS i 9Q FEEf ` U-VALUE CasU.e.gate_F?e?? ...................................... :...................?: .... ;...................._0.2800:..............._oi _ o:oo.?............................ ...-.._..... 0.00 PWEFiIRifi DOORS : SO. FEEf : U-VnLUE rbora R•15 Cestleaate Single _ 21.00; 0.0700; 19 ! 129.36? ................... ................-......... ... ...._.._ ..... 1.?7 . , .........._ Castlegate Double doots R-15 ..................._._..._-.................................. .... . ... .... _. -y ? 84.OOi ......... ... ... . ................__......................,..................... 0.0700; 78 ._.. ............... ...... ............... ............ ...... _......... .. . ; 517.44i .........................,............................_..__....____. 6.08 ............_....... ... HIM JOIST ...... . ..... ..... ? 9Q FEET = .. . . U-VALUE SO FT O(P RIM JOIS7 ABOVE GRADE .................................... ; .... 300.00. ,. .......................0.04171 .................... ...1 1 a t.3a i................................................... ....1101.38 ... 15.82 ? WALL FRAAAINO AREA (10%) i 90. FEEf i U-VALUE SO FT S.....O.LI...._.D.FRAMI. . NG ?1ft.O.C.)...... . ............................ _.. . _ .............1.25:05 ._ _ ....................._0:0883?..................... _......_e71.:?si...................._............................. ......1 1.00 WSULATED WALL SO FT INSULATION O, WNI,AREA...... i ............. 629.93. ....................._0.:0438: ................... :. 2428.: 1_3.i.................................................... . 47.69 EXP03ED CEIAEIIf BLOd( SQFTEXPOSEDFOUNDAl10N 579.00; 0.0657' 3348.90: ?3.07 INFILTRATIONCAEF.= 0.018 A 706 19,764 224.59 Conerete floor 0 basament BTU LOSS 25 Intill BTU TOTAL U-C COEF• 0.089847 2,830 20,471 BTU LOSS NOTE: IF TOTAL U-CALC. IS LESS THAN TOTAL WALL 4REA LISTED ABOVE, IT MEETS THE SBC 6006(C)2. FRAMING MEMBERS IN WALLS Exterior air film 0.17 INSULATED WALL Ecterior air film 0.17 siding 0.06 siding 0.06 sheathing 2.06 sheathing 2.06 4-7l2' Thermo-LamT'" Studs 7.86 4-112' 18 518' drywall 0.5 5l8' drywall 0.5 Interior air fllm 0.68 (3) Int. air films 2.04 TOTAL R 11.33 TOTAL R 22:87 U•YALUE 0.0883 U-VALUE 0.0638 RIM J06T AREA I} anv Ezterior air film 0.17 MASONARY W13/4" Trmtad Pivweod Extenor air film 0.17 siding 0.06 11" Superior Wall/1 3 sheathing 2.06 1-1l2" Foam 10 1/2' Ply 1!4' air space 3/4' Ply 3 Int, air space 2.04 4" Iceanine foam insul. 18 TOTAI R 15.21 Interiar air film 0.88 U-VALUE 0.0667 TOTAL R 23.97 U-VALUE 0.0417 CONCRETE BASE.FIOOFi R.Velue 11.13 Pege 1 OCopyrfght 8729Po1 Owner: Barry Eldsen The contenis of this puWiceHon mey not be repraduced in any form withoN prior written consent. 02b BTU-Heat Loss CEILING SECTION Sa. Ff. OF ROOF/CEILING AREA 1260.00 &9, FT.OF CATHEDRALICEILING AREA 0.00 TOTAL AREA times .0266 TOTALCEILINGARES 1260.00 0.0266 33.48 SKVLIGHTS i SQ.FEET ; 0 88 Veluz . . . . . . . . . . . . . . . . . . . . . . . . . : .. 0.00: ... ... : 0.49002 . . . . . . . . ............... Oi 0.001 ................... . . ; ............................................................ . . . . . . . . . . . . . . . . . . . . 0.00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FRAMINGIROOF CEILING ......................... . ................. . . . AREA FIQURED 0 1125% ? 141.75. 0.0266: ? 331.49; ....................................................................... : 3.77 ..................... ........................................................................................... .. INSULATIOWROOF CEILING .........._........_.........; ........................................... ..................... ........ WSULCEILAREAFmerglass . .. ....... ! ... ... . . .... 1118,25 i ...... ........_0.:02t8S ....................._._21a9,5a.' ................_...... . .. . :.... ..._24:43 ..... ........ ...... ... ...... .. .................. . .. FRAMIATHEDRAL CEILING . N GIC ? ......_ . .. . . ...___..... AREA FIQURED @,1125% ........................... ............................................ ......... ?I... ................_0 :U?.i .......................0 :0266.i .....................;............._?.:??.i...................................................... ......._?.:00. INSUUCATHEDRAL CEILING INSULATEDCEILINGAREA : 0.00: : 0.0218; 0.00 ? 0.00 ........................................................... ............................ .... .. ......................... ...... ............ .............................. 0 2481 28.19 INFILTRATION COEF. = 0.018 Infill BTU iOTAL tl-CALC 2,481 BTU LOSS NGTE IF IOIAI.UCALC ISLESS THAN FOTALCEIIINGAREALISTFDABOVE,I'iMEETS?HESBC6006(C)2 CODE. THIS SECTION BTU HEAT LOSS TOTALS: WINDOWS • DOORS • WALL AREA 20,471 CEMENT FLOOR AREA 2,830 MECHANICAL VENTILATION: CEILING AREA 2,481 1 1 8 GRAND TOTAL BTU HEAT LOSS: 25,782 HEAT LOSSMEM. 30,422 rWic scenON IS TOTA L VOIUME O F CFM FURNACE HEATING REOUIREMENT IN CFM 443 CFM 31,120.80 standard inaulation fRAMINGIFi00F CEILING PRAMINC?CATHEDRAL CEIL SECT Outside air film 0.61 Outside air film 0.61 Insulation 31.5 Insulation 31.5 Cord depth (3-1/2') 4.35 Cord D. 3.5" 4.35 5/8" drywall 0.56 5!8" drywall 0.56 Interior air film 0.61 Interior air film 0.61 TOTAL R 37.63 TOTAL R 37.63 U-VALUE 0.0266 U-VALUE 0.0266 INSULATIO WROOF CEILING INSUL CATHEDRAL CEIL SECT Outside air film 0.61 Outside air film 0.61 Blown insulation 44 insulation 44 5!8' drywall 0.56 5!8" drywall 0.58 Interior air film 0.61 Interior air film 0.61 TOTAL R 45.78 TOTAL R 45•78 U-VALUE 0.0218 U-VALUE 0.0218 TOTAL WINDOW & DOOR AREA 495.52 OPEN. ! BY WALL AREA X 100 = TOTAL WALI AREA ABOVE GRADE 2129.5 23.26912421 % Pege 2 OCOpyrigM 8/29/01 Owner: Barry Eldeen The contents of this publication may not be reproduced in any torm without prior written consent. 026 BTU-Heat Loss BUILDING PERMR OWNFA: Jonah & Hafley Andereon BUILDER: Jonah & Hailey Anderaon PLAN # 071901ANDERSON 106 AntMony Dr. Lakevillo, MN 55044 952-985-7617 108 Anthony Dr. Lakeville, MN 56044 952-985•7617 EAGAN, MN 56127 Inspector: Mick 7aylor ol Vellay Insp. Ph: 651-430-0319 New Conatruction ResidenUel ADDRESS: 504 CHAPEL COURT EAGAN, MN 55121 Baytown township 651-439-8879 LEGAL: Lot 6 BLOCK 7 Cherrywood Knoll Pager:651-986-2419 Wedneada ,Au ,29,2001 Dakota Coun , MN SO.FT. PRICE PER Ff. CI VALUATION First flo r o (..?er s9:._h:) ....................... .......... ............................. .......... Finished basement. (per sq. ft. ) .......ron.....t ............................................................................ F porch (per sq. ft.) .......................................................................................... Gara e ers . tt. 1278 1260 0 720 .................._$74:00.......................... ............... $32.00 ................................................. $D.00 ................................................................. $79.00 .............62:4........................................._$94.572.:00... ..,320. . .00.. 16.9 ............ .......................... $40.. . . .. .................................................... 41.6 $0.00 ...................................................................................................... 19 $73,680.00 TOTAL VALUATION S148,572.00 If $100,001.00 TO $500,000.00 $1,26675 $1,266.75 ........................_6uI1dIn9..P.ermit......................... $1,266.75 Plan revlew feea (65.%,OF.PERMIT $823.39 Surohar?e,,,(.0005,%, OF._YALUATION) $74.29 Total„eoat_buildlqS..permit ...................... $2,164.42 Sec .Wac fee (METRO.SEWERIYI!ATER $2,150.00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $2,750.00 Stroet eleen u $30.00 $30.00 Gradin de oait $1,000,00 $1,000.00 TOTAL FEES WE $5,344.42 NOTE: HOUSE & GARAGE & DRI4EWAV CANNOT EXCEEU 2595 OF THE LOT SIZE ! NOTE: HOUSE & GARAGE CANNOT EXCEED 18% OF THE LOT SIZE ! Page 3 OCopyNgM e/29101 Owner: eerry Eldeen The contenis ot lhis publication mey not be reproduced in any form without prior written consent. LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTYLEGAL: DATE OF SURVEY: m LATEST REVISION: rn c m L c? DOCUMENTSTANDARDS 1 a O Z a Q P/ ? ? • Registered Land Surveyor sgnature and company Gy ? ? • Building PermitApplicant i,? ? ? • Legal descnption d ? ? • Address El/ ? ? • North arrow and scale C9/ ? ? . House type (rambler, walkout, split w/o, split entry, lookout, etc.) [/ ? / ? • Directional drainage arrows with slopelgradient °k P ? ? • Proposed/existing sewer and water services & inveR elevation GY ? ? • Street name [3' ? ? • Driveway IV ? ? • Lot Square Footage d ? / ? • Lot Coverage G7 ? ? • Benchmark ELEVATIONS Existinp ?G ? • Sewer service (or Proposed) ? ? ? • Property corners fa? ?? . Top of curb at the driveway and propeRy line extensions G? ?? • Elevations of any existing adjacent homes 'J/ ?/? • Adequate footing depth of structures due to adjacent utllity trenches ? 19' ? . Waterways (pond, stream, etc.) Prooosed G/ ? ? • Garage floor pr ? ? • Pirst Floor Cd/ ? ? • Lowest exposed elevation (walkouUwindow) p/ ? 0 • Propertycorners ?? ? . Front and rear of home at the foundation PONDING AREA ('rf anolicable) U d ? • Easement line a L? ? • NWL ? GY ? • HWL ? ? ? • Pond # designation rg/ ? ? • Emergency Overtlow Elevation f?'? ? ? 0?/0 ? uf a ? r? n ? ?/? u td? ? ? DIMENSIONS • Lot Iines/Bearings 8 dimensions • Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring pertnanent footings) • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and sideyard selback of adjacent existing sWctures • Retaining wall requiremen' '" any Reviewed: .. ,: ,. . CERTIFICATE OF, SURVEY , FOQ: CONSTr2UCTlON P20JECT SERVICES, INC. I SEP 2 5 REC'0 I ? / SrcT imN c9 9 M4$Nto41? o vCi -clov ?U? I/A G ?.... ?-, 3 ?Nt ,z v b:-;?? I?_ 1. ? L.!: _...n?[? ,. ?. . ..: ? . : . ?..?t:.:? . .?.. . :. . ._. ...... ........ .: r? ?o? Cfter?'rMLy ! rvoresj • Denotes iron monument found o Denotes iron monument set * Denotes offset pipe ? Denotes direction of proposed surfoce droinoge ez. Denotes proposed elevotion essxo Denotes existing elevation NGVD Verticol Datum Bearings ore assumed House Type =Wolkout ? DESC71PTfOAN LOT AREA+ T 0 Telephone Box TV Cable Box ? Cleon-out e Woter 5top ¢ Fire Hydront a Cotch Basin 0 Storm Monhole r.o.w. Top of Woll t s610-vicllill /.,ve.,f Pa. P14At ?? 9 744-, G * vER?FY-k 7 P120POSED BUILDWG ELEVATIONSr Top of block = 885.7 Goroge floor = 885.0 i Q 0 0 & ? ; b 0 ? ? 4 0 a ii Lot 8, Blodc 1, CHERRYWOOD KNOLL, Dakota County, Minnesota. Bosement floor= 877.5 12,122 Sq. Ft (lot Coveroge = 1973 Sq.Ft. or t 6.39.) 504 CHAPEL COURT METRO tarm stmveYuvG & aKGn4EEPJM 412 PASI' COUNTY RO1D D III7iE CA1'UDM. h24NE90rG %117 '[E. (QEp 7Q6-0@ FA7C 756= FafANaurveyOmetrob.com .)Ob NO. 766.00I 3cala 11630' Drawn by? .1NA Dbc No. I hereby certify that this survey,, plon or report wos prepored by me or under my direct supervision and thot i om a duly licensed surveyon under lhe (lows of the stote of Minnesoto. Dot d doo( J ,2001 ey: Surveyor, Minnesota License No. 765 6 ?`Por?%on o? /'t?a%nino wa// incry ne&d oto ,6 e lY?mov?d. masaw .. 1-17:377 108.05 r/A1'OR BpRRIER y 54?fi407 t , ? ?. ?. Vapnr Barrior ia a Istox prUnsr coaUng that redueoa tha locs ol mastore throuyh walis and-cuflirgsVapa 8arrier can be to- ooataf w8h eny Sharwin-WIlBams lnterior la9ox or a&yd topoo,at. COLONBt Whiw COVERA0Ee lOO.?q. hJg?t. . ?4m6?wel '. 7Am9sdry . DQVrNO1W6 Touoh:eOmMUeaa 47rFjSd%1p1:'. Radoet:thour ,F1A911061NT: 201•p ` .FNU*: atounha?e5• PEflYAA)M Q7ppertea ' .ASTA160&A ; ' . li0Ly191T s Yveler 'QlbnlW 1NR{160Mb4tq_Oht BASE . ouaRL sreaMYH Vloft az :notooncousct VEMISx:ETVP6: Lmftx V06IMI?Itli1t111As .40aolga1. PA=A*ft4 , SDgramiAiter YOLU1tFmO9,ID3: 37t 2es wugmrsnuna: u * zu. VY?Q1iT PER oALt oN:/0.6 ros: F9D1487 ?8a DO NOT THIN. REDUCTION. YVR.L qp- ? pemove ali suAace comaminatbn by YEflSELYAFFECTTHEPERMMTMIG. No r6tluabn neceasary. I.18e a eyloN polyeetar bruah. 84LLEH No redudbn necessary. Use a 3B' - 3/4" nap'syMhetic ro11er cover. . ? reQ Nu tudwlbn niceouary. @0 AY.lp eon . Preseure .............. :............... : 2000 ps1 Ttp ................................... 01 T•.nw?u qeductbq .......................... NW racommeneed Clean apiils and epattore Immeftely whh eoep and warm wate?. Ciean handa euid tools immedlataly akar ues Wnh aoap and warm water. Fluch aptay aiulproem aher deanMg wMh mine?al spirits to pra. vent iueting o1 ths epulpmeiN. Folipw manufad ' urars sa/oty reaommerwalione whan using minaral epGita. . . Do not aPpN et lempsralures bsbw 60' F. Protett from Iraarng. Non-phoWhemkaly reeqMro. gnea thwouphy and albw W dry. Exist- fig p¢elad or checked pa8rt sMuld be 80Iap0and sarWed to a eound suHaco. Gbeey eudaoea sMuild be sanded duif. Stalns 1rom Wata, emoke. Ink. Peroll; 9teaso, efo. ahatild bc soalod wkh proBlodt Prfmer 86Wf. DpYWAdL I F(II cradcs and nail hoMo v?itli pstcMr?g P? and cW smooth. Jolnt oompounee must M wretl end sanded enwwn. Romwm ell .emling dun. MA80DIpY, CONCR6T6, CEAAENT, BRICK. BLOClC. . Ap audacao muet bacurod acmrdlno to tho sWuar'e ropornmendatiwia Re- moveallfwn1X61AdsAAfWCUdng ayeMe. Rough etutems txut ye }iqed lo Diovide e emooth BuHsce. Vapor Barria muet be apphad ditedy to Uha bero suAetw ?timt,lhen apPy the bloclc }qlor' PLIlSTEN . eera Pisate? must be aired and herd, Te?dured,.soM, Aoroun. a P4wdory Pias- ta ehould bo troaerd wlth a eotutbn a I"Pft houaehold vinapar to 1 gelbn of wator. AoOeN urd Uw oudaco b 1rerd, dnso whh dew wqtor and Wbw te Wy. 9528957308 MAY-H-2002 MDN 01:20 PM CA4lSYSiMINC 06/20/02 13:06 FAE 812 963 4787 Guyer's Superior ?7 ?"'? I?` 7 3 7 rrz ?7 City of Eagan suiiding Inspxtions Department E&gaB. MN Atm: 7eff May 20, 2002 Deat 7eff, GONST Pt20S SERV 19528957398 P. 001 W10001/0001 GUaft _ $BO SC}IDMIMCn oit,vr H4a5oN. VVI .9407d MsTno, (851) 4E6•2600 VlM1SapNSIN: (7IA) 26I-ItSCe FaYi (716) 381-2601 This letter is in responee to your request for additiorat fnformation far the Anderson xeeidence at 504 Chapel Court, Egan I will addregs the following issues. PiTSt, CciaaGructiox? Project Services (CPS) usm a alightly difEarent furnaqe deWL Tn their coascruction they heng the iltimacee by a meohanical etmp. The strup is secwrely attar.h«i to the Sup=or Wall foundation withm our apecs,We da epprove fhia conabuctioz? practice and stand bebimd it. SecondYy, Tt was brougtit to my atCeaAoa that a wall had moved due to baclCfilling the fovadatinn priar to having the cap attached eompletely. T did do a physieal inepection of the residence and found that the walt was straigittaned properly, and the trosses wpre attached end bracing wss compieted acoording to our speoifioaflona. Theret'ore thw+E ate ao problms with the fioundation, and wiU require no a"tional ettentian, If }rou should have sny questions rogarding this mattor yrou on reach me at 715-381- 2500, ox oII my naobilc et 612-363-7939. Thank you £or your time and undeuaGastd'mg. Sincerely, ? Joshua I{aeney opesations Manager ,, V V ? ?51 d'd lYbB'oN gUILDINO A SOLIb ??rn,e? ?eM 10 iJeeng 810AW°"'4*Rtl0:0i 1001 'Od'FeW 9528957308 W'Y-''3-2002 THU 08:19 AM MYSiM 19528967308 P. 001 Wai"rcivc io:aa -pniz ncr uoca 0k;nriKt!1K tlKUa +++ I:YS I0001/002 6?l L( Glmyizi? cT ,?- zDecedeaf ?SeMo 6ver Fo?(r ?e t o 7 he ?ywood Industry ky\ P/? p rVS j-, _. _ .... .... .. ........ .. 7he Canadlan Piywoud lisspalatlon (CANPM I5 a nnn-proflt organlzfltion representing manufac[urers Of plywoatl, v9neer end meer •-; composke products In Cangtie. GANPLY represents 8mambet companies In Brkiah Columbfa, one company In Alberta end one companylh SaskatchBwan. Togetlier, theae membera opergte 12 mllls and produce 95% oi all s[ruptural, consMictlan and induatrlal softwood plywood menu(scAUred In Canada. Member company productlon approaehea two btllbn squflre feet (3/8" basis) annuaily with a velue oF nearly $800 milllon (Canadian), Approxlmately 70% is ahkpped 1a meAcets aCross Cenada The balance (30%) is ezported to some 28 eountYies, emong U1geo: liie Unitetl Stales, Japen, the UMted Kfnpdom and Germerry. . Founded In 7950 es Ihe Plywood Manufadurers Asswletlon of &itieh Cotumbia, CANPLY has a long hiatory oF serrica to its members end thev cuslomers. II has evdved ovar (he yeers from an aasociaGon of coas[al BMtlsh Golumbla mdnutacWrms focused onestabliehing . slandards into a multf-feceted aAenizaUon wlth both a netlonal and internetbngl mandate to serva the m" and varled'interea[s of Its members. Todey, CqNPL1"e mleslon Is: `7o aupport ita Memhars' etrateglc opportuniGas and competitiveness through praduct'certificatlon end global initiat" In market and protluc[ clevelapment, engineadnp end quality assurance." CERTIFIGATION MARKS ON OANpLY PLYWOOD The registared certiticetlon marks alinwn below appeaz on CANPLY EX7ERIOR Douglas Flr plywood (bFP), CJWPLY EXTERIOR Cenadlan Softwood plywood (CSP) end CrWpLY EMERIOR PopFaz Plywood manufactureC by Our members to meet the requiremenls of CSA 012i- M t 878, CSA q151-M1976 or C3q 09 53-M1980. CANPLY also certlties its members' produCts to mset US antl other intemational standarde {sea below). The CAtJPLY merk is an assurence to [he buyer Iha[ the plywood meets the hlgh standerds estebliaried by lhe Industry and that II will perform in a SaGsfac[ory end predlcteble rtVMec Face Slarrp an C/WPLY DCTF3ilOR PlyoAad (Unsanded Arades) Indieatas lhal this producl Is menufecturetl under CqNpI.Y's Quellty Certlticatlan Progrdm. Licensetl mlll number of tha Canadian Pfywood Associatlon member Indfcetes Ihst fhe plywood has hean manufactured by a member ot the Cenatltan Plywood Aseoclation Indicalea a completely waierpronf 8lua bond Irdicates speCige designelion: OFP (DouBlas Fir plyy,roo[), CSP (Cenadlan 9ofhwoq pEyvrood) a Poplar pFywmd IndVoates the CSAS4endard goverting manufacture Edge 91emp on CANPiY DCIEAIOR Pywpod (Sanded end Unsanded grades) Indicetes that the plywood hes been manufacturetl by a CAtJPLY memher and Is quslriy ceniBed IndicaLes a Completely watarproof glua hond ? 'AB 000, SK OW ••OFP. POP CANPLY - Penel graUe indicetes specles deslgnaCwn: OFP (Daugles F'v pVwoodl, ' CSP (Canedlan 9oftwootl plywood) w Popler py+wood. • Ucansed mlll number of lhe C&rtedtan Plywood AsSOCiaHan mambeF. 4OWSYTc?G COFI FORM IMEaWl1lOW1LCERf19CAT10N MARKS: Thle symbol Identltles tha paten[ad.proflles of CANPIY 78G Producls Formerlylaiawn as COFI FLOOR & CQR RODF Face stamP on COFI WRM Oouglas Flr plywood for conue[e fomMmrk. ? ? «.« ¦ ft ? F? -nEaonaae? ?? P6 t46 U i? Bg 6566 ???? UNOERU'fMENT . 23132 ? o? W ONOYP ? oFnr,uxr ,4wnx ux uaA CANPLY ce/GYrceU'ove is also aucep:etlln kerroa. SWOden- Denmerk and NoM9y. CANPLY Pywood HantlhoaY " CSP, pFP Or PDPLAR - `•CSAOtstM. CSA 0121M or CSA0153M THU 08:20 AM CbAPSiMINC ;00i:2/0 2 in:uu . * . ..V w61'L 627 0629 P/ywaxpd Handbook C/W +PLY CANPI.Y OCTER/OR PLYWOOD Intormatlnn in mis brochure pertafns ro CANPLY EXTERIOR Douglas Fir plywood, CANPLY EX7F-RIOR Canadian Sonwood plywaad and CANPLY EJ(TERIOR Popler plywaod. Thesa praduots are manufacNred in accurdance with Cfl08dieti Stentlefda. Associetion Speclflcatbns CSA 0121- M1978 Dauglas Flr Wywood, CSA 0151- M1978 Canadtan SoRwood Plywood or C$A 0153 - M1980 Poplar Plyr+rood by cnmpenies who are mem6ers of the Cenadian Piywood Aneocietion (CANPLI). GANPIY cedlfiCBtion st9tnps, shOWn opposfte, are on a0 CANPLY member products meeting the Associelion's Quallty CErtitication Progrem. Contents page i,ANPLY EX7ERIOR PlywOOd ........ ............3 Plywood QradeS and Producta ..... ............8 Sizas and Thlcknessea ................. ............6 Working wlth Plywootl ................... ............8- Festeners ....................................... ............8 Glues end Gluing ......................... ..........10 Floor Sheathing ............................. ..........11 ell Sh98IhinQ .....................,........ ..........14 ,;nor Sneathing ........................ ..... ......... 18 Permanent Wood Foundetiona ..... ..........19 Concrele Fortns..................__....... ._......,J9 Plywood in Farm 5tiuctures ........ . .... ...._23 Plywood StrucWral Assemblies .... ..........23 Finishing ........................................ ..........P3 breservative Treaiments ............... ..........26 '=,ra Relardant Treatments ............ ..........2B Jpecifying Plywood ...................... ..........27 Pmiel Canstrudlon SCHEi13R BBOS CANPL'Y -EXTEFiIOR piywood is an anglneered panel bullt up rrom eheets ot venaar glued together with a wataprooF resin adhesive. The thlckness and orientatlon of the plies detertnine the pertormance of ihe penel. Typirally. tha praln dredlon and thickness of the venaers le belenced about the panel cerMre Ilne. The veneers era vnRed urMer high tempeiatufe and pressure wllh e resin glue thst Is cornpletely waterproof, making the piywood sultehls for uea under oonditions of extrema exposure lo molsture. Pane15 are also manufacwred in modiNed canatNC[lons. Modified oonstructlon verles from 5[andard aonstrucHon In regard to the grein directim of the piles, the number o( pfles, or the thlokness of the panel. Speelea Plywuod maiksd CANPLY IXTERIOR may ba designatad as Pougles Flr (DFP), Cmadlen SoRwood (CSP) ar Popler pywdod. CANPLY EX'fERIOR Douglas FU plywood Is menufactured wlm faces of Oauglas Fir venaere. The inner plies. and sdne becke mey he of venaers oF the seleCted conlferous specles shown In Table 1. The pemussible sMcles tor CANPIY FXTERIOR Canadlen Softwood plywond are also shown In 7able 1. For a complehe liat of allpvrab{e speoleg in CANPLY Popl6t plywood, pteeae refer to the standard C6A 0153-M19BO. Mefndactute The menufflcturing process baglns Gy conveying seleoted logs to e harker whare tliey are ratated agelnst a steel claw to ship the bark and debris. from the Io0 eurFace. 'ihe logs ara ftn cut Inta pseler hlacks, the lai ot whloh depends qn ihe dealrad leVh of the panel. In cOnfarmence with today's standards W susrelneble forestry, the logs we hwvest ere from secondary growth forests end averege 25crn (10.I in diameter. Aller conditioMng, paeler blocks a2 movetl ro s iatlie where thel are sst in the chucks by an eutomedc diergec As tlre bbck 1s roteted, the hon0tl steel bleda of the lethe is hrought In cohtact wlth I[, paeling a contirxious aheet of veneer. Ae venesr Is prqdueed it Ia direated to esmlautOmatlc clippers lhet scan the venaer, rertrove ovefSlze defects and cul I[ to wldth tor sorting and slacking. Standerd wldths afe atacked au[omalic811y and rsndam wldths manually. Veneer Is passed [htou0h molslura seneora and aegregatad by molsture cantent. Sepregation Is nacassary as venaer wllh different moiahxa contents requires daerent dryhip cycles. 19528951308 P.002 444 crs (Mooziooa Veneer Is dried in steem or ges-hea[ed wens at temparatures cenQing ham 19o to 200 °C. 1he sppsd & which the vanesr mwea Itwaigh tlia dryer depends on the thiclmess of tlte verie6r end Its molature conrerK. Altar pessing through the dryer, eleotronic moietwa detectare maik all veneer In excess ot the rnotature can[ent allowed for gWing. 7he venaer ie stadtad seperataly end lehar re-tlrled. After tlrying, the veneer Is lurlhar sorted acoording to grade. Neirow.widths may bs direcled throuph a cmnposer where adgea ere rleaned, squared and 'weWed' Into coMlnuaue aheets and dlpped into stenderd wldths. : Subslanderd ven@er, with oversize imperlectlons is eltlier dlscerded a' charuialed to peSching machines where tYte Imparfectlone are neatly replaced wlth sound vrooden pa[ches. Samd venesr thsn moves ta the glue spreadar or autortiatic lay up llne where the veneers aie uniformly coalud Wi1h r95in g1Ua and lald at right angles to the adjacent veneers. This cross-leminefian accounte far plywood's excep[iarel Wvo-wey etrength and tllmensional staGillry. - After lay up, the.venear sendwiches go to the hot . press, the . key operetion in the menufflcturing pracess. HWe. depending upon the tNckne.ss ot the ply-uood penel, one ar mora sandwlchss are bflded InSo eaoh prees opening. The presa ia lhen hydreulloelly cbsed and the penels sublected to e temperature of 150 °C mid a pressure ot 1.38 MPa which cures the glus. The rsefn glue, when cured in tha hol prass, produces an IrtaR wamr-praof hond. After ramwel trom the hot press, Uim saws cut the plYwood penels to the requlr6d dlmenslons. uaua1N 1220 mm by 2440 mm (4' x 81. Panel @d0es end panel ends are trimmed In cansecutlve.opsretions. Panals dre theit gradeil es ahealhing or -seleCted for hather finlefting. Panels to be produced as sanded gredes pase to a sander where. tsce antl back are simuHaneously sandad smooth, My minor Imperfeclkns rameining in the face and back veneers may he repaved with waod Inlays or synthetic tiller belae the panels are flnaiiy grsded by skiUed IhSPeGI9fS. All gfades af plya,ood produced by CAfJPLY m6mbels are then a[ampad with the reglatered certiiication mark CANPLY EXTERIOR betore IeaNng the mill, CqyPLY PlywWdMantlbook 612 953 4797 ?0 /16/02 13:38 FA% 612 953 4797 -,/ 6?7577 CONST PROd SERV Q0001/0002 Construcrion Project Services 7300 West 147'" Street, Suite 203 Apple Valley, MN 55124 May 15, 2002 City of Eagan, inspection Dept. 33? ? ? 76 zh ?•r? -?c? ? Dear Jeff: This letter is being written due to a request from our client Mr. Jonah Anderson. Mr. Anderson is building a home at 504 Chapel Ct. Mr. Anderson asked me to verify that he and 6is wife Hailey are building their home in compliance with the plans and specifications provided to them from Construction Project Services. We herehy_confrm that they ane following the plans and specs very closely. W, on the job process as needed according to the job pmgress>and dius far they have followed Construction ProjgcLServ_ic-es re_c.omxnendations. j An additional note here may also be heneficial. The home that Jonah and Hailey are building has had 15 years of research and implementation in its design. It has been designed to reduce energy cost, increase strength and above all eliminate mold. The home is very energy conscious. The bath fans are located in the walls and they vent down, the furnace is a commercial exterior furnace/air conditioner unit (no off gases/water), the water heater brand name is Mazathon and with a mixer valve it is the highest quality and most efficient water heater on the market (no off gaseslwater), the kitchen range is electric (no aff gases/water), the dryer is electric (no off gaseslwater). The in floor heat under the lower level cement slab uses Ray Chem. electric hearing cables. This cable operates using off peak power. The cable has been placed in 18 inches of sand to create a very large heat mass. Below the sand is 6 mill poly (extended outside of the foundation walls by over a foot, a true radon/moisture ban'ier) under this is 1-1f2" Styrofoam (prevents contact of ground temp. with heated sand, aiso prevents puncture of poly by rocks). This basement slab system is additionally an excellent base for the concrete floor. The upper floor exterior walls use 1/2" plywood sheathing for strength. The reason for the 2-foot center studs was not to reduce cost; it was to reduce the amount of framing members (the fewer framing members the less cold conducted through these members and the less framing members the more insulated area in its place). We have also concluded since we have never seen a picture of mold in awall without the presence of fiberglass that we would switch to Styrofoam insulation instead. We also know that when two materials/surfaces come in complete contact with the other there is very little chance for any significant drying to occur. This contact also increases the conduction of cold or heat through the wall cavity when moisture condirions occur. Fiberglass becomes completely useless at around 20 per cent moisture and with dew point conditions in watis this occurs almost always. Fi6erglass ends up a block of ice in the wall cavity, we would be better off with the dead air space. Using 4" thick Styrofoam (R-20) allows a 114" dead air space between it and both the exterioi sheathing and the interior sheetrock. This air space will stay dry and since it stays close to the temperature of the air space it is beside it helps prevent dew point moisture in the wall cavity. Ohviously there has to be a dew point between a freezing temperature and a heated cemperature, hawever since we have 4" of solid foam we get a dew point occurring somewhere in the foam but without Y ?5/16/02 13:38 FAX 612 953 4797 CONST PROd SERV ¢j0002/0002 moistureinside_af_oucraaisture less Styrofoam. What we actually Ti ve is s center o wall vapor barrier and a 1/2" foam vapor r on the frazning ri?mhPT intPri? surfaceVE7 s. Note: We do not want either an interioraorexterior vaporbarr[e°F('fIvs traps moisture? inside wall, a center vapor barrier dces not do this). , The thermal-strips on the interior side of the sWds and plates act as an insulator and a vapor bazrier. Actually this prevents contact (touching) of the sheetrock to the framing members. This reduces cold conduction into (around insulation by 50%) the home. I believe we are the oaly system that actually insulates the enNre exterior wall surface, 100% other systems only insulate 66% of exterior walls (between framing members only). The thermal-strips also prevent moisture between the backside of the sheetrock and the interior face of the framing members. Additionally in the exterior walls we are aying to avoid electrical outlets to the extent possible (prevents condensation build up on boxes, mold prevention). I am going to talk about only one addidonal item even though there are many other things going on. The exterior corners. The oorners are foamed in with expansion foam due to the difficulty of insulating in an exterior corner. Now it is very impoRant that the corner is allowed to breath well. In addition we place over the exterior coroers vertical 1" x 3" pine and over that 1/2" x 3-1/2" Hazdi-Trim. The siding butts up against the pine corner boards, which positions the end joint of the siding under the Hardi-aim. Then an exterior paintable caulk fills the void under the trim to a dep[h of 1/2" back to the pine corner boazd. This provides protection for the caulk under the trim boazd. These corners cannot leak, even using a spray hose. Now with all these layers any additional vapor resistance is harmfui, not beneficial. To sum up this concept of building, this home has a no touch condirion between the earth and the basement slab including its edges and a no touch condition between the sheetrock and the frame. A complete therrnal-break is created for energy, mold prevention as well as radon and moisture control. This home will also have a hepa filter (not a bi-pass), which removes pacticles to .03 microns. The heat trunk is meated with anki-microbial paint and fmally a U.V. light located in the return air duct that destroys air born germs. It's as clean as the surgery room at the bum center. With the fumace outside there are no venting problems, no gases, no water vapors and finally no need for a Vanee air exchanger. (Air exchangers wouid bring in unfiltered air, moisture on humid days, pollen, heat and cold, and if it changed the air every hour it would remove our clean conditioned air). We really are trying to help homeowners/builders build a better and healthier home. We unders[and that some of these things may not be familiaz, however we have tried to display them in the plans as best we could. If you have further questians please contact me at 952-953-0330. Sincereliy, ?,?J`? ?- Construcdaifl?roject Services, Barry Eldeen it's President 2005 RESIDENTIAL BUII,DING PERMTI' APPLICATION ? City Of Eagan 3830 Pilot Kno6 Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 0 ?o0 7 __? New Constnuctian Reauiremenfs eVR air Re uireme ts OHice Use Onlv C R f S e d ZY _ N 3 regislered site surveys shmving sq. it. of lot, sq. ft. of house; and II roofed areas ° 2 wpies of plan i i - e o urv y Rec IJ a T Pi Pl R d Y -A h maximum bl croverage allowed) (20 7 sel of Energy Calculations for hea[ed add t ons ' an ree es ec T Re i d _ ?Y F! 2 wpies af plan showing beam & window sizes; poured found desgq etc. 7 s@e survey for adddions 8 decks ? qu ree Pres re ! 7 set of Eneqy Calculalians Addrtion • irM'xate N arsde septk sysfem On-site Sepfic System's - _ Y. .. v'W 3 copies of Tree Preserretion Plan H lot platted aRer 711/93 Rim Joist Detad Oplians sekction sheet (bWdimgs with 3 orless units) Da[e ( d.S ?? Site Address ?ibd? C'aur ? ConstructionCost ? Unit/Ste # ? Description of Work Multi-Family Bldg _ Y!X N Fireplace(s) _ 0_ 1 _ 2 Property Owner LUI? C ?Q.? ?j 4?'='Y Telephone #((Ql'L Cootractor (?aUS c. Sef VJ C,GS Z_LC_ Address /3311 I ? State Mm C7rC C / ? City ?'r ?c k? Zip 5'337 Z- Telephone #(`J$Z ) y?s - j 2- COMPLETE THIS AREA ONLY IF A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submission type) Submiped Submitted • Energy Envelope Calculalions Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If % plan review fee applies. rn?, n Licensed Plumber Mechanical Contractor Sewer/Water Contractor ?u?(1 ? 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 which requires a review and approval of plans. ApplicanYs Print d Name Applicant's Signa e OFFICE USE ONLY 5ub Types ? 01 Foundation ? 07 05-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 Porch/Addn.(4-sea.) ? 04 02-plex ? 10 08-plex ?? 78 Deck ? 23 Porch (screen/gazebo) ? 05 03-plex ? 11 10-piex ? 18 LowerLevel ? 24 Stortn Damage ? OB 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous Work Types ? 37 New ? ? 32 Addition ? ? 33 Alteration ? ? 34 Replacement Valuation ? V Census Code L 3 L SAC Units # of Units # of Bidgs Type of Const Va Footings (new bldg) ? Footings (deck) _ Footings (addition) Foundation Drain Tile Roof Ice & Water Final _ Framing _ Fireplace _ R.I. _ Air Test _ Final Insulation Approved By: 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 , ? n , ? 30 Accessory Bldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 MuRi Misc. 35 Int Improvement ? 38 Demolish Interior ? 44 Siding 38 Move Building ? 42 Demolish Foundation ? 45 Fire Repair 37 Demolish Building' ? 43 Reroof ? 46 WindowsfDoors 'Demolitlon (Entlre Bldg) - Give PCA handout to applicant Occupancy MCES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width REQUIRED INSPECTIONS FinaVC.O. Final/No C.O. ? Plumbing HVAC Other _ Pool _ Ftgs _ Air/Gas Tests Final _ Siding _ Stucco _ Stone _ Brick _ Windows _ Retaining Wall Building Inspector ? ??6 ;/ d 69 V ?- 6v/ 0 ?CTRTIHcATE oF suRVEY FOk2: CONSTRUCTlON PROJECT SERVlCES, fNC. 5EP 2 5 REC°6 _. g Ty N8A9'52'0p4"E 85{.0 S6.? 1'1,0.$G7 n- 870? _ .O.W. . TWO STMH q56n ? IAiln ° Droinoge;ond Ulility Easement ? T.O.W. BB3.8 877.2 ? ------ ? - ------ `-?5 REfAININO ? MNING wN.l e. 868.5 ? p X672.3 864.0 X ? T.O.w.l x FCD/+/?11Mg W4? 880.? T.O.W. 6.2f , •. \. J 887.1 09163Z S l L T -?,s. ? . ' a»o 5. 0 ? eez.n G / fGjN LL 871.9 \\ \ a ?-42.W '?g '"""""'"" 66? ?, \•, 1\1 P SED m*879_I 2967 87R9 89G.5 _ e7a.7X oHOUSE GARAGE g eosra ?.? . r't?oining esise ='=6= e82.6a aas.l 886.75 s's? ----?----- so.ao ----"2--=-6 - =---------- ---------------- - ------ m ,?7.3 84. i 00 wd?? ?')h?/ c0 nce'd 74o A e 884.3 F?- ? TOB 882.3 N O i ? OGS ?v> 9 ue ea. 883.2 MQIN?(?/rl ?JMQ??BNGi/ BryH.S? L-? I ?883.8 ? /1/ ! 883.Y ??'. tf 0V6? 7!OV GL?s / 4--_55,00 91 ? ees a 8g?1'OQ^ ' a a 8e4 CHAPEL 4 V COURT = P NOTESr • Denotes iron monument found T o Denotes iron monument set M Telephone Box ; * Denotes offset pipe ? Coble Box f'Gr Pl°" =??`?` G ? ? Denotes direction of ? Cleon-out VgR! pY-k o proposed surfoce droinoge 0 yyater Stop ez. Denotes proposed elevotion ? es xo Denotes existing elevation ? Fire Hydrant m Cotch Basin ' fVGVD Verticol Datum 0 Storm Monhole 2 Beorings ore assumed T.O.W. Top of Woll ' House Type =Walkout 0 P120POSED BUILDlNG ELEVATIONS, ? Top of block = 885.7 Garoqe floor = 885.0 DESCRIPTION, Lot S, Block 1, CHERRYWOOD KNOU, Dakota County, Minnesota. Bpsement floor= 877.5 a a` LOTAREA, 12,122 Sq. Ft. (Lot Coveroge = 7973 Sq.Ft. or 76.3%) ? ADDRESS' 504 CHAP0. COURT METRO Uwn stmvesrINc & PrvGMM 112 PA4f ODUNfY ROAD D llCllB GNAQA, MNNPSO'fA 5Sll7 TL(QOp'R6-0112 pAX 7[E04i OAAWsurveybmetrole.com job nw. 766.001 so,ie, r-so• Drawn br• -JAA_ Oisc Na. -- I hereby tertify that this survey,. plon or reporl wos prepored by me or under my tlirect supervision ond thot I am a duly licensed surveyor. under lhe lows of the stote of Minnesolo. Dot d is ?S do oi Jn ,2001 By: - Surveyor, Minnesota license No. 765 A . / ? ?'?\.. Y ; ? ??t?``?`\., ? • ` ?,1 ? ? I ? ; t j ?- ,`,,, ? ?.t . h: ? ? ?`? 0?.1 :ti?'1?1ir ?? ?i ?;;, `,1 .ir` t''•???!'41???'?5?: ? 1 •?. ' ?, ?4';1} ia?-. Y?) L C> ct I OP `-+73-]?l C?er???tti?r?c9 1LV\ &-QJ RESIDENT{AL fy}yri 3-i s- BUILDING PERMIT APPLICATION CITY OF EAGAN pp ? 3830 PILOT KNOB RD - 55122 g0 -'a) 651-681-4675 NQwConstruMion Reaufrements ?-o ?.,4tem?o' IfRe airRe u re ts ?? 3 registered site surveys showing sq. ft ol b4 sG. R W house; anco rooled areas . 2 pies of plan (20%manimumbtcoveragealbwed) . lsetofEnergyCalwlationsforheatedaddilions ' ?s 2 copies M plan showug beam 8 wuMow sizes; poured found desqn, etc.) . 1 sik survey ta eztedor addMons & deds ;,. 7 set ol Encergy Cakulatim . IMicate R home served by septic system for addBions n n pa a r 193 . se unib) DATE -/ 2 ozCX T` JOB SITE ADDRESS 5 0'7 C?GI ?;??,.e IF MULTI-FAMILY BUILDING, HOW MANY PROPERTY OWNER? A &? L{ 8 'Fs- -l `I '?1 VALURION L,? /- 7e /n/ll" 5'.f57? I TYPE OF WORK FIREPLACE(S) X_ 0_ 1_ 2 APPLICANT??Di'JlL/` e,?-'cfDf'7 PHONE#!5?J?iYh •??l 7 ADDRESS IOLv A-77?Q/Z4Z C4J//tlL°? /7-?'A' ZIP/CODE 25l1 PAGER# CELLPHONE#.Llo/,) 2 FAX#(?Sa????-7k/ 7 NEW RESIDENTIAL BUtLDING ONLY- FILL OUT COMPLETELY Energy Code Category X MINNESOTA RULES 7670 CATEGORY 1 (check one) - Residentlal Ventllatlon Category t Worksheet Submilted - Energy Envelope Calculations Submitted MINNESOTA RULES 7672 f? - New Energy Code Worksheet Submitted '/7Ovt -1AC' Plumbing Conhactor: `? ?? lq- Phone ) `I, 3Lo - ?`?'? ? Plumbing System Includes: 67 Water Softener 0 Lawn Sprinkler Fee: $90.00 T Water HeaYer !?' No. of R.I. Baths ? ?K No. of Baths (/oyl ?A m_ Mechanical Contwctor. " 1.,"< c Mechanical System Include : _ Air dition'v -130U 1ST ? - HeatRecovery A- V 15? I 3-k? 3ewer/4Vater Conhactor. All above information must be submitted prior W processing of :5z, 7G3 - ?79 _/? ?a I hereby acknowledge that I fiove read this application, siate ihat the information is correct, and agree to compiy with all appiicable State of Minnesota Statutes and City of Eagan Ord' ances. S(gnature of Appliwnt Certificates of Survey Received _f6 Tree Preservation Plan Received _ Not Required , . , Updated 1I01 i= Phone;# (: _ Phone # - - ?i- OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 73 16-plex ? 20 Pool I?02 SF Dwelling O 08 06-plex 13 16 Fireplace 0 27 Porch (3sea.) ? 03 Otof_plex ? 09 07-plex ? 77 Garage ? 22 PorchlAddn.(4sea.) 13 04 02-plex O 10 08-plex O 18 Deck ? 23 Porch(screened) ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Stortn Damage ? 06 04-plex ? 12 12-plex Plbg Y or _ N ? 25 Miscellaneous ? 30 Accesso'ry BIiJg , ? 31 EM. Alt- Multi ? 33 Ext. Alt - SF ? 36 Multi ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 . Move Bldg. ? 42 Demolish (FOUndation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (81dg)` ? 43 Reroof O 46 Windows/Doors ? 34 Replacement •Demolition (Entire Bidg onl» - Give PCA handout to applicant V l ti O 40 !c'? 3 a ua on fJ Occupancy MClES System _ Census Code ?L[LL_ Zoning ? City Water SAC Units ? Stories / Booster Pump Nbr. of Units ? Sq. Ft. PRV Nbr. of Bldgs ? l.ength Fire Sprinkiered Type of Const Width .?? Footings (new bldg) _ Footings (deck) Fontings (addition) ? Foundation Drain Tile Roof Ice & Water Final ? Frazmng - Fireplace _ R.I. _ Air Test Final ? Insulation P,pproved By , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC ciri sc,c V1+ater Supply & Storage S&W Permit 8 Surcharge Treatment Plant Ptumbing Permit Mechanical Permit License Search Copies ` Other Total _ Other _ Pool Ftgs Air/Gas Tests _ Final _ Siding Stucco Stone _ Windows (new/replacement) ? 5s?2 2" lNi'?? ,v 1-EV)??L `aGo x S{ z! C???? 2 r ? So2 O° r? 7,10 _d /10/ y?v .. 1-4''7 REQUIRED INSPECTIONS ? FinallC.O. _ FinallNo C.O. _ Plumbing _ HVAC PERMIT City of Eagan Permit Type:Building Permit Number:EA106782 Date Issued:09/11/2012 Permit Category:ePermit Site Address: 504 Chapel Ct Lot:8 Block: 1 Addition: Cherrywood Knoll PID:10-17050-01-080 Use: Description: Sub Type:e-Reroof Work Type:Replace Description:House 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 . 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 - Luke Benedict 504 Chapel Ct Eagan MN 55121--236 Rick's Roofing & Siding Inc 13736 Johnson Street NE Ham Lake MN 55304 (763) 269-8022 Applicant/Permitee: Signature Issued By: Signature City of Ea aIl RECEIVED `� � 312011 r�LAI 3830 Pilot Knob Road 'JAN Eagan MN 55122 Phone: (651) 675-5675 Fax: (651)675-5694 Use BLUE or BLACK Ink For Office Use Permit#: L U' Permit Fee: Date Received: Staff: 2013 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: I1 t ✓1 14 ' Site Address: 5D14 y ou cI C-' 3-0./Tenant: S' k�' -L ,, ' Suite #: J Resident/Owner b Name: > V LCu7 Ai &,k -le.. Phone: tag --064-/- 93/ Address / City / Zip: S4 Ct/4 2e--4 C Contractor Name: Ono HOU V tcttiv-1- License #: g ZLOZO (3) Address: VI (3 4 J.P.VyV(t (!1 OV"L S.+' City: AC t ii S i o, State: W- Zip: S 62;3 Phone: is 51 " 431- 9 2 jl X 1 Contact: trill Email: kL YL VVY.P.t irSblr►€ ahe int ()Af cu Y . C oY1y1 Type of Work New - Replacement Additional Demolition _ _Alteration Description of work: NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. Permit Type RESIDENTIAL _4__, Furnace Air Conditioner COMMERCIAL New Construction Interior Improvement _ Install Piping Processed 1 Air Exchanger _ Gas Exterior HVAC Unit Heat Pump Under / Above ground Tank (_ Install / Remove) Other _ _ RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State burned out appliances, ductwork, etc.) (includes Surcharge) $5.00 State Surcharge) = $ TOTAL FEE $100.00 Fire repair (replace COMMERCIAL FEES: $75.00 Underground tank installation/removal $60.00 Minimum (includes (includes $5.00 State Surcharge) State Surcharge) $1 million, please call for Surcharge OR Contract Value $ x 1% = $ Permit Fee *If the project valuation is over = $ 5.00 Surcharge* = $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x K� b(171/ C P4 (,..*-1 Applicant's Panted Name X Applicant's %i Y i ature FOR OFFICE USE Required Inspections: _ Underground Rough In _ Air Test _ Gas Service Test _ In -floor Heat Final HVAC Screening Reviewed By: Date: PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA166463 Date Issued:01/12/2021 Permit Category:ePermit Site Address: 504 Chapel Ct Lot:8 Block: 1 Addition: Cherrywood Knoll PID:10-17050-01-080 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Susan D Noah 504 Chapel Ct Eagan MN 55121 (612) 703-4801 Milbert Company (culligan) 1801 50th St E Inver Grove Heights MN 55077 (651) 451-2241 Applicant/Permitee: Signature Issued By: Signature