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1420 Oster Drm o > ? -m a o c O ? =A I^W; CASH RECEIPT ? CITY OF EAGAN 3795 PILOT KN08 ROAO EAGAN, MINNESOTA 55122 DATE ? g Ricaweo rway AMOUNT $ I 4 DOLLARS oo ? CASH ? CHECK u •-' T You V BY White-Vayers Copy Yellow-Posting Copy Pink-File Copy Permit No. Permit Holder Misc. Pe?mit No. Holder Plum6ing 3&5;?;z H. V.A.C. d- Well Weter Disp. Sawer Electrie w o SSs 17 1?+oi4rtuA EIEt ?-t9 $d? Irapaction Dete Insp. Dther . Footings ,$3 =.a?..:. _ . Foundation Framing y 9/ ? • ? Rouph Pib¢ w ' Rough HVAC Inwlation jr-2743 Final Plbg. Final HVAC Final L Wster Dsspibs Location: IAlell . Sower Pr. Dbp. , Receipt MECHANICAL PERMIT Permit No. CITY OF EAGAN Fee ? Fill in numbered spaces S/C Type or Print legib/y Tot 1. Date 2. Instatlation Cost j, t i; 3. Job Address " •? ? Lot ? Bik. I Tract 4. Owner ti_ `• (?c ACA A ` r ' Phon 5. Contractor j e n`?C 1 !-' A . . 6. Address ' . , 7. City ?a - State I Zip - 8. Building Type: Residential ? Commercial ? Institutional ? 9. Work Description: New ?( Add O Alter ? Repair ? 10. Describe Fuel Type 11. No, r E.qui,oment BTU - M. Ea. Forced Air r=?`? ? No. Equiament CFM Ai Handli Mfg. ?_'" ? •' ;-'.? r ng: Boilers ? Mfg. Mech. Exhaust - Unit Heater Mfg. Other Air Cond. Mfg. Gas, Piping Outlets 12. I hereby certify that the above information is trus and correct, and I agree to comply with all ordinanceg and codes governing this type of work. Signed : for Rough F ina I Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 !'?`. ... . . . . ` Reoeipt PLUMBING PERMIT Permit No. ; j CITY OF EAGAN Fee Fil1 in numbered spaces S/C TYpe or Print /egibly Tot. r 1. Date 2. Installation Cost 3. Job Address) y C Lot13_Blk. J_ Tract p? I !"' ?.. - fJ 4. Owner ? p ? 5. Contractor G0 Phone 6. Address 7?-? 7. City , l ? . State 2ip ? 8. Buiiding Type: Residential I'S Commercial ? Institutional O 9. Work Description: New 0 Add ? Alter ? Repair ? 10. Describe 11. No. Z Fixtures Water Closet No. Fixtures Cesspool/Drainfield ' Bath tu6s Septic Tank ? Lavatory Softner ? Shower wel? ? Kitchen Sink Urinal/Bidet Gther ? Laundry Tray z -4 (?) Floor Drains Drinking Ftn. f ? Slop Sink Gas Piping Outlets -- 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinapces and codes governing this type of work. Signed :- ; • tor Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 464-8100 ? ` t--- CITY OF EAGAN Remarks Addition OSTER ADDITION Lot S eik 1 Parcel - Owner street 1420 OSTER DRIVE State EAGAN MIlN 55121 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. `6 3 1984 4446.25 889.25 5 STREET RESTOR. GRADING **Sewer lateral S3 Z 1984 5581.04 1116.21 5 4464.84 SAN SEW TRUNK 1968 Paid und arcel 10- 0400 040-75 * SEWER LATERAL 1972 +t tr 11 "4Vater Lateral 2984 5 WATERMAIN * WATER LATERAL 1972 ?1 WATER AREA 8-?S 1984 277,39 55.48 5 **Stubs 1984 5 STORM SEW TRK g3 1984 487.58 97.52 5 390.07 A014616 9-28-84 **STORM SEW LAT 1984 S CURB & GUTTER SIDEWALK STAEET LIGHT 250.00 37874 8- - 3 WATER CONN. 4SO. 00 it BUILDING PER. RAW SAC PARK ciTY uF EnunN 3830 Pilot Knob Road F. O. Box 21199 Eagan, MN 55121 Zoning: Owner: WATER SERVICE PERMR PERMIT NO.: DATE: . No. of Units: /lddress: Site /Wdress: Drive r, ? '5: C?3ter. !t&?ri Plumber: _ Meter No.: Size: Reoder No.: I egeae to oomplp wilh tM Gty ef Eows Ordinoneu. ey Date of I nsp.: Connection Charge: ?+i't1.00 ,., 1lccount Deposit: Permit Fee: l?•???? "?`• Surcharge: . S ? T t1. Misc. Chorpes: Total: Date Paid: lnsp.. CITY OF EAGAN SE1h?ER SERVICE PERMIT 38--9 Pi1ot Knob Road P. O. Bax 21199 PERMIT NO.: Eagan, MN 55121 DATE: ' Zonin0: No. of Units: Ownsr: • ? ` ?'?" !e :'•e:_t'•:?? c?.-!::; Address: ?a2i1 Oster Site Address: ??r1 - -? Plumber: ? , ll I rN to ao r l P ? wNli flw of Ea Con f Ch --? S. i? (? nca eW ?u Glr oaa Ordlnenem Bv Darte of Insp.: nsct on arpe. Acoount Deposit: Permif Fae: SuncFwrpe: Misc. Gwrpes: Total: (r) T?' OF EAGAN ? tsulLUlrvU rt:ttruT AerLlt:Hrlvrv To Be Used For ? F D W c,/c A R Valuation 61y o Site Address: IY7-0 Qsfei t,ot 9 slock 1 Sec./Sub.Osieir Ra4. Parcel #: /n '55qDo O1D 0( QJ112L: hAG! S 6 Yf ( I•« KP 4- P.A Pddress: ' Q'f3 8 ZZ-~d tqve so City/Zip Code: M N. S S Y7o Phone # : P'S 41 - (, st SO Contractor: M ot ..d M Hbv..e SP.JJIGti Address: 17Y 60 ?Cen?.ao,r? Traii Gity/Zip Code: L-4reyi1le ?M+J ssoM'i Phone #: `13S-boo'1 Arch./Ens•? T.3. C.ac,\,t Address: rJ?.,tl, r S?O?rY fJ?- City/Zip Code: M P I s M N S's'''l Phone #: . 3`1 9-4l Q Y l Include 2 sets of plans, 1 site plan w/el.evatisns & 1 set of energy calculations. Date 7-z8- 0 OFFICE USE ONLY Erect ? Occupancy 1`2 Alter zoning Repair Fire Zone Enlarge _ Type of Const. Move # Stories Denalish Front 7 - ft. Grade Depth ?C </ ft. APPROVAI,S FEE'S _ Assessments >:n2 Water/Sewer Police Fire En9 • Permit o? ? D Surcharge ? a Plan ChecJc ?; ? -R?- SAC so?s ? Water Conn.-y(5-o °?v- Planner Water Meter /o-O ? Council ad Unit o'2(5-6 AM- Bldg. off. -y-$ ? ? APC Tam Itn$la?y r ., .?? ? ? ? CITY OF EAGAN N• ? g3sO 3795 PIIM Kaob Raed Eogan, MN 55143 ?J /' PNONE: 454-8100 37( / BUILDING PERMIT Receipt # Te ba uted for SF DWG/GAR Ert, yaim $45,000 pate AuQUSt 8 1983 Site Address 1,420 Oster Drive E.e r O R-3 c ? ccuponcy Lot 9 81«k 1 Sec/Sub. Oster Addition Airer ? Zoning R-1 parcel # 10 55400 090 Ol Repoir ? Flre Zone NA E V niar9e ? Type of Const. W Nome Mike & Pat Anderson Move O .# Srories z Addreu 8538 22nd Ave. So. per„oitsn ? Length 67-6 c; Bloomington phom 854-6850 G.ode p Depth 24 Sq. Ft.- o Name M& M Home Services Avvro.ol. Fees ot Addreu 17400 Kenwood Trail Azsessment Permit ZbU.Z)U pt Lakeville Phone 435-6007 Water 8 Sew. Surchorge 22.50 ° PoNce Plan check 130.2$ Nome ?w F7ra SAC 525.00 ?Z-?, Address Eng. Water Conn. 45 <"' Ci Phone Planner Woter Meter "" "" 5 Council Road Unit 1 hereby acknowledge ihat I have read this applicatinn ond stote thar Bldg. Off. the informotion is correct ond ogree to comply with all o0plicabk 1 98 25 Slata of Minnesota Statutet ond Cify of Eagan Ordinances. APC Total . _ Signoture of Permittee ome er ces A Buiiding Permit is iuued ro: _ on the exryreu condition thnt all work shall be done in occardonce with?/ 1 op licaate o4 Min Stotutes ord Cit y of Eogan Ordinoncea. 8uildinq Offlclol /• Cy?r,/ ? REQUEST FOR ELECTRICAL INSPECTION EB-40001-04 „ , Sae instructions tor completin9 this form on hack ot ?yellow capY. -058171 "X'" Below Work Covered by This Reqyest JScZ7 (4 AAd Nep. T4Pe of Builaing Appliances Wired EquiVmen[ Wired Home Range Temporary Service Duplex Water Heater lighting Pixtures Apt Building Dryer Electric Heatin Commerclal Bldg. Fumace Silo Unloader Industrial Bldg. Air Conditioner Bulk Milk Tanl< Farm oiner oP,,,ry Llther Isoeclryl [ er Suer.ify ther Other Compuie lnspecbon fee Below # Fee Service Enhanca5ize q Fea Fenders/Subfaede,s # Fee Circuits 0,00 U to 400 Am s- 0 to 30 qm s 77 15 0 m 30 Am Above 200_qrnps 31 to 100 qmps g,Lb 31 to 100 An s Swimming Pool Above 100-Amps Ahove 100-Am s Transiormers Irrigation Booms t-t O Partial.'Ot e Signs Speciallnspection S ? y Rem?rks TOTAL FE f V G 4-/ 16V wl,g u '?V Nough-in ? Date 1, the Electrical ? I Insoector, heraby tif th th b Final '/ 1 o cer y e a et ove i ns peciion has been m ade. TPI9 reauBei VOItl 18TOnIRa Irom This reaLiesc voitl g iZq 78 rtpmhs Irom Wa58-171 LR , S. ( , os-?L? 38a7(P a . so ?ady Nnw ? Will Nmify, Insoeo- $s lo, When Ready icensed ElecVical Con[ractor 1 heraby requast ins0ection ot ebove ? Owner elactrical work instelletl a[: Sheet A dtlsre,ss, Box or flo_utel N,o,._ v( `? ?l, L) ? Cit ecuon o. Township Name or No. anee No. C nt aka? Occupant (PqINT) . Phone No. 435 - woj Power?$uppl ier NS Atltlrass Ele rical Can actor ICOmpany Namel Coi tractor's Li ense No. MailinB AdJress (Contract r or Ow er Making Instailetion) q ? ? 5 \ 3 ?CZ? Ct - 5 Au rized ?ignature IC vact ? wner a mg Installation) Phone Nu er 8g4- MINNESOTA STATE BOAflD OF ELECTiiICITV THIS INSPECTION REQUEST WILL NOT Gri99s-Midway Bldg. - Poom N-191 . BE ACCEPTED BY TME STATE BOARD 1821 UniversitY Ave., St. Peul. MN 55104 UNLESS PNOPEH INSPECTION FEE IS _. ........... -... FNCIOSFl1 C?rr#ifirttfr uf Orrupttnry Citp of (gagan Brpttrimrnt rrf Bui[Ding Jnsprrtiim Tbia Cartr(icatt ilcued purruartt to the requiremcntr u f Sertiaa 306 oJ the Unifmm 8uilding Codt crrtifying that ut the timc of irtunrut tbis ttrutturt wut in tomplranrt witb the varioat ardinanas o f the City rrgulating building ronnruttion or un. For the fo!lacdnb: Un CYm SF DWG/GAR Bldc Ps?mit No. 8360 fiutlm osuv? TYa R3 rypcw.w.? V F;.Z.. NA zainrnnmt Rl o.,rc.ore?na?` Mike & Pat Andersotaaaaa8538 22nd Ave. So.. Bloomi eaaiywe? 1420 OsTer Drive L?y,,yT.ot 9 Rlnrk 1 ORYPY Additi ?'Nlz By: e?m.omkw Qf? p,«: September 77, 1983 BUILDER: M& M HOME SfiRVICES ?.s,. 441 City of Eap 3830 Pilot Knob Road Eagan MN 55122 Phone:(657)675-5675 Fax:(657)675-5694 v4•2-5 Cad, ?-- O-N'-roe ------------- ? Fw Used? ?l I j Peffnit ? Permit Fee: ? 2- 1 ? Oate Received: j I I I Staff: ? i ----------------- 2008 RESIDENTIAL BUILDING PERMIT APPLICATION oate: `'t 118rZ0o8 sftenaarcss: /qZd9 as"r? x<tUc-, EAS?v,mn??iz/ TenaM: C2?FN?Mlr?( $C jA-n/G L.f}O Suite#: ? RESIDENT ! OWNER Name: 9r:1f43-4MfAf &`JAn7C- 1-A-0 Phone: e--51 '?' - 7?3a Address / Ciry / Zip: z0 0ST? a'>A Ve ?? F}6RN • Mnf .? f Z f Applicant is: -XL Owner _ Conhacror TYPE OP WORK Description of xrork: 7?r- ?D Ow"j 4sx rS. Z-aA9- •'CeXO/fS7Ti-'? a 2- cA'c GAR;,oc w/ RSarro.V Construction Cost: Mulli-Family Building: (Yes _/ NoX ) CONTRACTOR ?cense #: ?O/ Z' (o Name: [ ? ?4 lWVCQss. 4 V Ciry. State: Zip: Phone: Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateaorv 1 Minhesota Rules 7672 Energy Code . ResideMiat Vemilation Category 1 Worksheet • New Energy Code Worksheet Category sunmined suumined (J submission type) • Energy Envelope caiculations submined In the 4st 12 months, has the City of Eagan issued a permit fw a similar plan based on a master plen? Yes _NO If yes, date and address of master plan: ? Licensed Plumber: Phone; ' Mechenical CoMractor. Phone: ` Sewer & Water CoMractor: Phorie: NOTE: Plans and supporNrrg documents that you submiT are consldered to be puWic irrformaNon. Porfions of the lnfom?ation may be classlNed as rtompu6lic if you provide speciflc reasons that would pemrit the City to canclaae tnar rne a.e rraae sec,cts. I hereby acknowledge ihat this information is camplete and accurate; that the work will he in canfamance with the OrOinances and codes ot the Ciy of Eagan; tliat I undersfand tlris is not a permit, bul onty an eppliCation tor a pertnN, and work is rat to start vrithout a permit; that he work will 6e in accordanCe aith the approved plan in the case of work which requires a review aM approval of plans. (_A-a x x ApplicaM's RiMed Neme ApplicanYs Signaiu ?7 C? [EoM79D 2oi)8 Page 7 of 3 r ?? r L DO NOT WRITE BELOW THIS LINE Sub Tvpes ? Ot Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ?-30 Accessory Bldg ? 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Eut. Aft - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ;PC 22 Porch/Addn. (4-se a.) ? 33 Ext. Att - SF 0 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screen/gazebolpergola) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex Q 72 12-plex ? 25 Miscellaneous fjYWLYt??? WorkTvqes (?ftjnft"/ 611I?j /1'1"}Y? ?,?1.?i?+?/?lJc7YM? / ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ;HC 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair, ? 33 Alteration ? 37 Demolish Building" ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolltion (Entire Bldg) - Give PCA hantlout to applicant DBSGrIptlofl: Water Damaga _Yes Valuation ? or _ 25% Plan Review ile- CensusCode N3q SAC Units # of Units # of Bldgs Type of Const Vib_ Occupancy ? MCES System ?- e, 004 Zoning City Water Stories Booster Pump Sq. Ft PRV Length Fire Sprinklered Width Footings (new bldg) ? Footings (deck) Footiqgs (addition) -x Foundation Drain Tile Roof Ice & Water Final JAC Framing ?. Fireplace V R.I. )? Air Test 7?( Final Insulation lr V ' Approved By: REQUIRED INSPECTIONS _ Sheetrock Final/C.O. ? Final/No C.O. _ HVAC Other _ Pool Ftgs Air/Gas Tests Final Siding _ Stucco Lath _ Stone Lath _Brick _ Windows _ Retaining WaII Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge 5&W Permit & Surcharge Treatment Plant License Search Copies Other Total 5/-??-C?R OnUn1 ? ?'„S'r?"b? - ?J ?{ ?.? • ? fSc?MP?? , ?-?,??? r????(?"? ? ?79,??= r? ? ('111I V?8L• 7yoPY 3, aa? {? ??''i?./P?') 2007 RESIDENTIAL BUILDING rEtuMiT arrLicnTiorr City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephooe 4 651-675-5675 FAX 4 651-675-5694 New CansW ction Reauiremenls 3 regatered site surveys showing sq. ft. M lot, sq. R oi house; and aB roofed areas (20%maximum lot coverage allowed) 1 Soils Report if pmposed 6uilding is to be placed on disNrbed sal 2 copies d plan showing beam 8 wmdow saes; poured found design, etc. 1 set of Energy Calalatlons 3 mpies oi Tree Preservafim Plan'rf IU plaked affer 711193 Rim Jdst Detail OpUons selectlon sheet (buildiigs with 3 or less urft) Minnegasco mechanical ventilatian form RemodeUReoa'v Reouirements OKce Use Onlv 2 copies W plan showing footings, beams, jmsis Ced of Survey Recd Y-- N 1 set of Energy Calculations for heated adN6ons Sals Report ?- _ Y_ N 1 sile survey for additions & tlecks Tree Pres Plan Recd Y-N, Addifiar-irMicateifomsitesepficsysfem TreePresReqmredl Y _N On'rsite5epht:Sy'stem _Y _N Plans are considered ubiic information uniess ou state the are trade secret and the reason. Date 1 / Construction Cost Site Address UniUSte # Description ofWork Mu1N-Family Bldg _ Y_ N Fireplace(s) _ 0 _ 1 _ 2 ' Proper[y Owner Telephane # ( ) Contractor Address City State Zip Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Venfilation Cateqory 1 Warksheet • New Energy Code Worksheet (d submission rype) Submitted Submitted • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _ Y _ N If yes, date and addfecs of master plan: Licensed Plumber Telephone #( ) Mechanical Coniractor Telephone #( ) Sewer/WaterContractor Telephone#( ) I hereby apply for a Residential Building Permit and aclaiowledge 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 Printed Name ApplicanPs Signature City of Eapn Mike Maguire I MAVOR Paul Bakken Peggy Carlson Cyndee Fields Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of s[rength and growth in our community. March 5, 2008 Mr. Benjamin Lao 1420 Oster Drive Eagan, MN 55121 RE: 04-VA-02-02-08 Dear Mr. Lao: Thank you for submitting an application for a Variance, received by the City on February 27, 2008. 1 will be the planner coordinating the review of your application and am available to answer any questions you may have about the process. City staff has completed a preliminary review of your application and has determined that it is complete. The public hearing has been scheduled for the March 18, 2008, City Council meeting. You or your representative must attend this public hearing. City staff will complete a written report, which you will receive a copy of prior to the meeting. If you have any questions regarding this matter, please call me at 651-675-5696. Sincerely, Sarah Thomas Ci ? Planner ?Vc ?? ??/S/w02' Eagan City Council Meeting Minutes March 18, 2008 Page 2 M. Lease Aereement. It was recommended to approve a lease agreement beriveen the City of Eagan and St. Croix Hazley Davidson. N. Tree Contractor License. It was recommended to approve a Tree Contractor License for Oleson Tree, 13967 113'h Street, Little Falls, NN. 0. Massage Therapy Establishment License. It was recommended to approve a Massage Thenpy Establishment License for Kelly Thompson and Jason Erickson - Keep in Touch of Eagan, 3424 Derunark Avenue. PUBLIC AEARINGS`-- ( -- - -- VARIANCE - BENJAMIN LAO City Administrator Hedges introduced this item regarding a request for two variances to allow for conshucaon of a home addiuon and extension of the front entrance within the 30 Foot setback requirements, and two variances to allow an existing shed within a front yard and wi[hin the 30 foot setback requirement, all on property located at 1420 Oster Drive. City Plaaner Ridley gave a staff report. Mayor Maguire opened the public hearing. There heing no public comment, he closed the heazing and tumed discussion back to the Council. Councilmember Fields moved, Councilmember Bakken seconded a motion to approve two Vaziances to allow for construction of a home addition and extension of h[ front enuance within the 30 foot setback requiremenu on property legally described as Lot 9, Blockl, Oster Addition, located at 1420 Oster Drive, in the SE 1/4 of Section 4 subject to the conditions listed below. Aye: 5 Nay: 0 Councilmember Fields moved, Councilmember Bakken seconded a mouon to approve two Variances to allow an etcisting shed within a front yard and within the 30 foot setback requirement on property legally described as Lot 9, Block 1, Oster Addition, located at 1420 Oster Drive, in the SE 1/4 of Secrion 4 subject to the following conditions: Aye: 5 Nay: 0 1. If within one year afrer approval, the variance shall not have been compe[ed or urilized, it shall become null and void unless a pe[ition for extension has been granted by the Council. Such extension shall be requested in writing within 30 days before expiration and shall state facts showing a good faith attempt to compete or utilize the use permitted in the variance. 2. The addition shall not exceed the size shown on the proposed Architectural Plans dated February 26, 2008. 3. The addiuon shall comply with all other applicable Zoning Ordinance provisions. 4. The existing shed shall not he moved any closer to Skyline Road than ttte existing location of the shed as shown on the existing Site Plan dated February 26, 2008. 5. A building permit must be obtained prior to conshucrion. OLDBUSINESS - - - ----- -- -- _ _ -?_-- There were no Old Business items. ` -" NEW BUSINESS CONDTTIONAL USE PERMIT (1470 ENGLERT ROAD) - MCDONALD CONSTRUCTION City Administrator Hedges introduced this item regarding a Conditional Use Permit to exceed the maximum 25% impervious surface requirement by 2.1 % for proper[y located at 1470 Englert Road. City Planner Ridley gave a staff report. Councilmember Bakken moved, Councilmember Fields seconded a motion to approve a Conditional Use Permit to exceed the maximum 25% impervious surface requirement by 2.1 % for property located at 1470 Englert Road, legally described as Lot 8, Block 1, Waters Edge, in the SE1/4 of Secfion 16; subject to the following conditions: Aye: 5 Nay: 0 Bill To: Ben Lao .r. BDM CONSiJLTING ENGINEERS, PLC M Affirmative Action, Equal OpporNnity Employer Telephone: (763) 786-457 Far: (763) 786-4574 Bro C ell 30 Eas tteet, Ste. 2500 Sa' aul, 55101 N2v C'WER. .TC CcAd&,r i /n/Y SS/2.1 Invoice No: Date: Clieut: Project: n?ro? ..r ce...,.,.... 0307651 Jul 1- 9DT Boundary Survey Clients 1075 Lao cnnnnnc Date Amount PROFESSIONAL SERVICES FOR T NE, 2006 07/02/2006 Dennis M. Honsa Lao - Boundary Survey ? ? &.-s *- Anif zz 4K o CWr (p"Patly a.m"Sor- m"Kexs f . t1 ?1 00 Remit to: RDM CONSLZTING ENGINEERS, PLC 7d49 Vi11aQe Drive (.ino Lakes VIY 55014 600.00 TOTAL AMOUNT DUE BY 8/13/2006 600.00 Page 1 of 1 Permit Number REScheck Compliance Certificate 2000 Minnesota Energy Code REScheck Software Version 3.6 Release 2 PROJECT TITLE: Benjamin & Jane Lao's Existing Home's Heat Calc. COUNTY: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.10 DATE: Ol /29/08 COMPLIANCE: Passes Maximum UA = 346 Your Home UA = 271 21.7°/a Better Thao Code ([lA) Flat Ceiling: Flat Ceiling or Scissor Truss Total Rim Area: Wood Frame, 24" o.c. Main Walls: Wood Fcame, 16" o.c. Main Windows: Vinyl Frame: Double Pane with Low-E Doors: Wood & Glass Lower: Masonry Block with Empty Cells: Tnterior Insulation Lower Windows: Vinyl Frame: Dauble Pane with Low-E Lower Wood: Wood Frame, 16" o.c. Fumace I: Forced Hot Air, 95 AFUE Air Conditioner L Electric Central Air, 10 SEER Proposed and Maximum U-Factor Averages Above-Grade Windows and Glass Doors Includes Foundation W indows > 5.6 ft2 Grass Area or Perimeter Checked By/Date Glazing Cavity Cont. or poor R-Value R-Value U-Factor UA 768 40.0 5.0 19 157 13.0 23 11 897 13A 1.8 54 116 0350 41 60 0.330 20 373 0.0 10.0 20 116 0350 41 897 13.0 2.3 65 Roposed Average U-Factor 0.350 Maacimum Allowed U-Factor 0370 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 3.6 Release 2(formerly MECcheck) and to comply with the mandarory requirements listed in the REScheck Inspection Checklist. Builder/Designer St-N " w "A` Date Permit Number REScheck Compliance Certificate 2000 Minnesota Energy Code REScheck Softwaze Version 3.6 Release 2 PROJECT TITLE: Benjamin & Jane Lao's Home Addition's Heat Calc. COiJNTY: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.09 DATE: 01/29/08 COMPLIANCE: Passes Maximum UA = 610 Your Home UA = 407 33.3% Better T6an Code (UA) Flat Ceiling: Flat Ceiling or Scissor Tmss Total Rim Area: Wood Frame, 24" o.c. Mas[er Walls: Wood Frame, 16" o.c. Master Wind: Vinyl Frame: Double Pane with Low-E Main Walls: Wood Frame, 16" o.c. Main Wind:.Vinyl Frame: Double Pane with Low-E Doors: Wood & Glass Lower: Masonry Block with Empry Cells: Exterior Insulation Lower Wind: Vinyl Frame: Double Pane with Low-E Lower Wood: Wood Frame, 16" o.c. Master & 4 Season: Wood Truss: Over Unconditioned Space Furnace 1: Forced Hot Air, 95 AFUE Air Coaditioner 1: Electric Cenhal Air, 10 SEER Proposed and Mazimum U-Factor Averages Above-Grade Windows and Glass Doors Includes Foundation Windows > 5.6 112 Floors Over Unconditioned Space Checked By/Date Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA 1424 40.0 5.0 31 324 19.0 23 17 672 19.0 2.3 34 51 0.350 18 628 19A 1.8 25 97 0.350 34 80 0.330 26 1233 OA 10.0 78 210 0.350 74 990 19.0 23 54 719 40.0 5.0 16 Proposed Average U-Factor Maximum Allowed U-Factor 0350 0.022 0370 0.033 COMPLIANCE STATEMENT: The proposed buildiag desigi described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet [he 2000 Minnesota Energy Code requirements in REScheck Version 3.6 Raleasa 2(formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer ??-,j I*M wr L-00 Date `I 1'z1 n J! 4 -1-- BL I SUBD. O 5'TP1f CITY USE ONLY RECEIPT #: RECEIPT DATE: PERMIT# I I 0 7S 2000 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PIIAT IINOB RD EAC>AN, 21[t 55122 651-681-4675 Please complete for: ? single family dweliings ? townhomes and condos when permits are required for each unit ? backflow preventer for underground sprinkler system FIXTURES EACH ?Et k r.1?11 Altera6ons existing dwelling - minimum fee Describe: Hr>!^ V__eox_ $ 30.00 Bath tub $ 3.00 x = $ Floor drain 3.00 x = $ Gas iping outlet * minimum - i 3.00 x = $ Hot tub/s a 3.00 x = $ Kitchen sink 3.00 x = $ Laundry tray 3.00 x = $ Lavato 3.00 x = $ Septic System newirerurtisned • requires Mac nc. 75.00 x = $ Septic System abandonment 30.00 x = $ RPZ newinstallation/repair/rebuild 30.00 x = $ Rou h o ening 1.50 x = $ Shower 3.00 x = $ Underground sprinkler H dwelling is under construCion 3.00 x = $ Under round sprinkler if existing dwelling 30.00 x = $ Water closet 3.00 x = $ Water heater 3.00 x Water softener if awelline under conswcnon 5.00 x = $ Water softener if existing dwaliing 30.00 x = $ Water turnaround 30.00 x $ State Surcharge .50 -> -> -> $ .50 rotal _> _> Reminder: Call for inspections of alterations, i.e. water heaters, water softeners, etc. -----------------•-•-------------------------•-------•--...------------•----...-•------ --------------------------- lhereb adcnow °--- -------°-------- y ledge thal I have mad this application, stete that the infortnation is cortect, and agree to compy with ell epplicable City of Eagan ordinances. H is the applicant's responsibility to notify the property owner that the City ot Eagan assumes no Ilabiliry for any damages caused by the City during its nortnal operetional and maintenance activkies to the facllities consWded under this pertni[ within Cily property/right-of-wayleasement. SITE ADDRESS: l'7 w N ?5 i?l OWNER NAME: : Rtt-GI-GI TELEPHONE #: ? n- 6,3 9 -6 3 -4" b ° (naEn cooe) INSTALLERNAME: C*-r''On PI4C TELEPHONE#: /Z- -q',93-45-45- STREET ADDRESS: 9 ZV1 ? L OL,n.L Ai L% (^RE+ cooE) cirv: LOT 1 BL ? CITY USE ONLY SUBD. ; / ;S 'i1P V 2000 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN D4T 55122 J ?r Date: 651-681-4675 Complete this section onl if you are installing HVAC in a single family dweiling, townhome or condo under construction and not owner/occuoied. • HVAC: 0-100 M B T U ADDITIONAL 50 M BTU • Gas outlets (minimum of one required @$3.00 ea.) $ 30.00 6.00 State Surchazge .50 Total $ Complete this section onlv if you are remodelin¢, addine to, or reoairing an existing single-family dwefling, townhome, or condo. Please indicate if it is a new item, alteration, or repair. _AZNew _ Alteration Furnace ? Air exchanger PERMIT #: RECE[PT #: RECEIPT DATE: Ii?'''Z G`G Q _ Repair _ Other Air conditioning Other Fee State Surcharge Total Reminder: Call for inspections $ 30.00 .50 $ 30.50 SITE ADDRESS: 1`490 0S4 e r Dr . OWNER NAMEAjj C I G ? 1 1 E' V 1, Yl PHONE #: (INSTALLER NAME: PHONE #: ?A Cone) ,.- - Expert Sheet Metal, Inc. (AREA CODE) STREET ADDRESS: 30 West Main St. PO eox 90 Bethel, MN 55005 CITY STATE: ` t VEl S NATURE OF P RMITTE J C I 7 CITY USE ONLY L BL SUBD. APPROVED BY: INSPECTOR PERMIT #: _ RECEIPT#: _ RECEIPT DATE: 2000 MECHANICAL PERMZT (CObMERCIAL) CITY OE EAGAN 3830 PILOT IQdOB RD EAGAN, tIIi 55122 651-681-4675 Please complete for: all commerciaUindustrial buildings mufti-family buildings when separate pertnits are not required for each dwelling unit DATE: WORK 1'YPE: New consWction _ Install U.G. Tank _ Interior Improvement _ Remove U.G. Tank _ Processed Piping When insta!ling/removing underground tank, call 651-681-4675 for inspection by fire marshal and plumbing inspectos. Description of work: Fees: 1% of conttact price OR $30.00 minimum fee, whichever is greater. Underground tank removaUinstallation = minimum fee Contract price: $ x 1%_$ (Base Fee) State surcharge calculate at $.50 for each $1,000 Base Fee TOTAL ? SITE ADDRESS: OWNERNAME: PHONE#: - (AREA CODE) TENANT NAME (IMPROVEMENTS ONLI): WAS THERE A PREVIOUS TENANT IN THIS SPACE? _ Y_ N. NAME: INSTALLER: ADDRESS: CIT'Y: PHONE #: - (AREA CODE) STATE: ZIP: SIGNATURE OF PERMITTEE c:rrY rar t.:rar.;,Au GAmF1ER:; 09!23 !00 'iEFGF4?'Nr1L_ Nh7ye39040 I Ii :, NAM1=;; t+'FCi R OCK C:iliV`3TF'UCTICJTd ]:PlC. 308 9001 1,420 C15'1'E:R fifi 2?'r',5l.8$ Ri.V 901i. 142P USTF;:Ft 11R i.?.,:.'':J Tnt,a:l. Rryx..r;a:ipt Amrr,.tnt:, 469.26 CR:L24f3L- pr, 2000 BUILDING PERMIT APPLICATION (RESIDENTIAL) cinr oF EAcar? 9 ? ? 3830 PILOT KNOB RD - 55122 ? y ? 9 () 01?? 651-681-4875 ,.. ? p ? ?0.,?xcpJ U (j New Consfiuctlon Reaulremenh Remodel/Reoair Reaulre menh ? J refllatered tlte wrveys tlwwlnq sq, ft, of lot, aq. 8. of houae 2 coplea d plcn antl gQ roofetl areas (20X mmdmum lof coveraae albwem 1 set of eneryy calcWaHons lor heated addltlons D 2 coplea of plarn (ahow beam & wlndow alzes; poured Intl. dealyn; efc.) 1 site wrvey fo/ exfeAor adtllflona a decks> 1 set of energy ealculatlms D 3 coples of hee preservaMOn plan il bt plaHed aRer 7/1/93 .. . DATE: 3/ 1 4/ 0 0 CONSTRUCTION COST: $1 7, 18 0. DESCRIPTION OF WORK: MAC Part 150 Sound Insulation STREETADDRESS: 1420 Oster Drive LOi: 9 BLOCK: I SUBD./P-I.D. /: r' PROPERTY OWNER Name: Rap Kevin phpne y, 651 -688-6376 Last Flrst SheetAddreBS• 1420 Oster Drive CI1y Eagan State: MN up: 55121 Company: Red Rock Construction phaneM 952-346-1016 COMRACTOR 150 West 88th Street, Suite 4 (area code) SfreAtAddress: UCense#20054621 Exp3/31 /01 Ciy Bloomington State. MN Zip: 55420 ARCHITECT/ ENGINEER Company: Name: Telephone M: ( ) Sfreet Address: Regishatlon B: • CNy State: 21p: Sewedwater licensed plumber (If installina sewer/water): Phone #: I hereby acknowledye Mqf I have read fhia applkaNon, state thaf fhe trMomwNon is cortect, and agree b compy wHh aA applicable SfaFE of Minneaofa Stalutes and CHy of Eagan Ordinancea Signature of Appflcant Certificates of Survey ReCeived Tree Preservatfon Plan Received OFFICE USE ONLY Yes _ No Yes _ No _ Not Required OFFICE USE ONLY BUILDING PERMIT SUBTYPES ? 01 Foundatlon ? 07 OS-plex ? 13 16-plex O 21 Porch (3-sea.) ? 02 SF Dwelling O 08 06-plex ? 17 Garage ? 22 Poroh/Addn. (4sea.) ? 03 01 of plex ? 09 07-plex ? 18 Deck ? 23 Porch (screened) ? 04 _ 02-plex ? 10 08-plex ? 19 Lower Level ? 24 Storm Damage ? 05 03-plex ? 11 10-plex Plbg _Yor_N ? 25 Miscellaneous ? 06 04-plex ? 12 12-plex ? 20 Pool ? 30 Accessory Bldg. WORK TYPE p 31 New ? 32 Addition 33 Alteration ??? 34 Repair ? 36 Move Bidg. ? 43 Reroof ? 37 Demolish (Bldg)' ? 44 Siding ? 38 Demolish (Interior) ? 45 Fire Repair ? 42 Demolish (Foundation) ? 46 Windows/Doors ' Give PCA handout to applicant for demolition permit GENERALINFORMATION SAC Code No. of Units No. of Buildings Const. (Actual) ? (Allowable) UBC Occupancy Zoning # of Stories Length W idth Basement sq. ft. Main level sq. ft. sq.ft. sq.ft. MISCELLANEOUS INSPECTIONS ? Stucco/Stone APPROVALS Planning Building sq.ft. - - sq. ft. Footprint sq. ft. Census Code MC/ES System City Water Booster Pump PRV Fire Sprinkiered Engineering Variance O 31 ExL Att - Muw ? 33 Ext. AR - SF ? 36 Mufti Permit Fee al ck a ? Surcharge 57 7?0 Plan Review 1 S? I. S I License MC/ES SAC City SAC Water Conn. Water Meter Acct. Deposit SNV Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: Valuation: $?.OA20 me& 1e,-o '500ijo I 7 00i) SAC Units % SAC CITY USE ONLY LOT / gL ? RECEIPT #: / o S-71 SUBD?? RECEIPT DATE: 7 S 7? 1997 MECHANICAL PERMTT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 Date: (p- O(D "R-7 (612)6814675 Complete tlus section onlv if vou are installine HVAC in sinele familv townhome or condos that are under construction and are not owner /occuoied. • HVAC: 0-100 M B T U $ 24.00 ADDITIONAL 50 M BTU 6.00 • Gas outlets ( minimum of one required @$3.00 ea.) • State Surchatge: .50 • TOTAL: Complete this section onlv if vou are remodelin& adding to or repairinr ezistine single family dwellines, townhomes, or condos. Add-on fumace _ Add-on air exchanger, i.e. Vanee system, etc. -X_ Add on air conditioning Other Minimum fee applies to all remodel or add-ons of existing residences $ 20.00 State Surcharge Total: $ 0.50 SI7'EADDRESS: I41?0 DS+_e{?' OWNERNAME:_MJkie, A'r-O -Pr.?(,l i I PHONE#: 4'SoZ -aDcSI INSTALLER NAME: WD h Ifil-s SOu+?&1df 4+b ?tll c"PHCO,NE#: 43r-7 09°j STREET ADDRESS: _ 14-1? a peh n oG? Avf• CITY: STATE: , M N ziP: 55 la i' IZ-77-97 O%ru-tG Ile. /gx SIGNATCJRE OF PERMITI'EE CITY USE ONLY L BL SUBD. RECEIPT#: RECEIPT DATE: 1997 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4875 Please complete for. . ail commerciaVndustrial buiidings. P multi-family buildings when sepa2te permits are IIQt required for each dwelling unit. DATE: CONTRACT PRICE: WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEES: ? $25.00 minlmum fee pl 1% of conUact price, whichever is greater. • Processed piping - $25.00 ? State surcharge of $.50 per $1,000 oF oermit fee due on all permits. CONTRACT PRICE x 1% PROCESSED PIPING STATE SURCHARGE TOTAL SITE ADDRESS: OWNER NAME: TELEPHONE #: TENANT NAME: (IMPROVEMENTS ONLI) INSTALLER: ADDRESS: cin: STATE: ZIP: PHONE #: SIGNATURE: SIGNATURE OF PERMITTEE CITY INSPECTOR C A L V 1 N H. H E D L U N D rI 17 dc-.-,w; 7728 Mot9an Awnue South RlchfleId,Mlnnesota 66425 Land Survsyor Cfvll EnQinaer Phone : 866-2323 survew?s eertifixte JOB N0. SURVEY FOR:M& M Homea DESCRIBED AS: Lot 9, Biock l, OSTER ADDiTION, City of Eagen, Dakota County ; Minneaota, and reserving easementa of recoxd, if any. ' SK Y L1 NE ? ? top of Fnwndotiow._-_-. ?oas'ne.rc Fiov= 6arvt F/oa?j ProposeJ EI.e.?@tio?t..0 F+r;s*.o1 E/sweravs - Dtoowait D%?-ac'*iont -+ ` 1)&notft Lot CoO-nsr A . GERTIFICATE OF SURVEY Z hereDy certify thot on I surveyed ihe property deacribed obove ond thot the obove plat ia n correct representafion of soid survey. Calvin H. Hedlund, Minn. Reg No. 5942 379-M1047 cradll 6 esaoclatos, Inc. YI? l JOIry n.?, myl?., minn. 65? I] jib c ' "erchlirCfunt Enlqnen ol outfland np amei F.iCTr.?FtIOR ENVEIAPE AVliRAGE "0" COMPOTATION (XIrEtt T1-dc-- A M DE R SD fi-i S PLAN N 0. &') N- (A SITE ADDRESS DATL CONTRACTOR V. 14• 6,7RAGF PHONL Deterntine uorking square footage of aach i. Totzl exposed wall aroa...... Z sq.ft, z•19 = 2. Total roof/ceiling area...... 7(pb sq.ft, xj?a _ 3. Tottil floor/cant. area....... -7 sq.ft. x.10 =? Total exposed wall area above Yloor 14'S 1 a. Total wall window area ...................... 13l_ID b. Total door area . ... ...................... 7-6 c. Total sliding glassdoor area ............... _}D d. Total fireplace wall area .................... '-' e. Total wall framing area (averago 10%)...... .. ? £. Total net wall area ubove floor .............. IQ?Q g. Total rim joist area .......................... I12 . Total oxposed £oundation area ? h. Total foundation window area ................• r i. Total net foundation area above grade........ Determine "II° value of each Kall segmont a. I q. i0 X"u„ -55 b. 2a x flu^ IZB c. qD x "II" "So d. x "II" e. h.t x "U" Oq?. f. 10 x "Q" g• ?l'1^ x nIIts _ 0408 h. - x "0" - i. ? X 'lu„ Subtotal 1 (0. 5 - J -I _ ?l .SCo _ ?•??_ 4 . ................................... Total = Z OCo,"1' If item #4 is the same as, or less than item i1, you h¢va mot the intent of SBC 6006(a)2. ;s Total exposed roof/ceiling area J. Rotal sitylight area ..................................... k. Total roof/ceiling framing area (aver. (.10@16"o/c), ' (.0625924"o/c)...? 1. Total net insulated roof/ceiling area .................. '12 D Determine "U" value for each roof/ceiling segment J. - x nUo = - lc.? X nUn 1. X ??pn . .02F,I 5• •????????????????????????????????????????????e..• T0tal If total of $5 is the same asp or less than #21 you havo met the intent of SBC 6006(c)1. Total exposed floor/cant. area m. Total floor/cant. £ramin? area (average .50%).......... II• Total net insul?.ad floor cant, area .......... .......e.a Determine "II" value £or each floor/cant. segmont M. X nQ,t n. x „Usi 6. ................................................. Total = = If total of $6 is the aame ast or less than $39 you have met the intent of SBC 6006('0)3. nLTERNATE BUILDING F.NVEIAPE DESIG:I To utilize the total envelnpa system method, the values established bp the swn of itema #F, #5 ard ¢b shall n,d ba greater than the sum of items #11 #2 an3 #3, z. 30 3.?= 39? 4. 5. l°I.3q 6. - - ?Z(a Prepared by Dato STIID S.R. g SIDING i ? ? Int. Air .68 1/2" S.R. ,45 Stud &.F> 25/32" Bild, 2.06 siaing , L-t FSxt. Air .17 Total °R" _ R0.5-'5 1IR = pu" _ ,o4 Z THRU RIM JOIST Int. Air .68 Ins. 19 Opt. 3tyro. -. I 1/2" Wood 1,89 25/32° Bilri, 2.o6 Siding . G'7 E7ct. Air ,iry Opt. Brick Tbtal "A" y-7 1/x="rn'= TFiRU CIG. MEMBF12 Int. nir .61 S.R. (5/tfl ,SG+ Clg. Momb. 1 r? j I113• ( n)i ?O Still Air i 61 Total "R" _ 1 /R = "U" _ 1SRII ItiS. wpLL Int. dir .68 ta/ 3R. & SIDIDiG 1/2" S.R. .45 " Ins. i9 25/32" siia . 2.06 c? sicting . (?-i c_ C Ebct. Air :17 ,Total "R" = 230?j- lIR = "II" _ THRU CONC'BLCCK Int. Air .68 C.B. c 12N) i.Z? Opt. Ins. ° ,. y Fxt. ----T_ Air ,17 Opt. S.R. - G Opt. Sicl. , Totul "R" = Z. I3 l IR . _ "U" THRD CI'.x. INSULITION ZL Int. A1r .61 S.R. 7ns. Still Air .61 Totnl "R" 1 /R = IIII" _ -02 S i Cities Di Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. I 1?a0 o-a'VEz- ts\?- , R-i , ELIE CARRIER LOAO INFORir1ATlON CENTER B:N, 6rg:,;.. Ar-& rscna tAoQ'*- 7773 OP*ION 1 OPTION Z OPTION 3 /. Summertlesigndegrees........._... .I Gi C gl ? ? (90, 95, 100, 105, 110 or 115) (If 90, 105, 110 or 115, I[em 2 N.A.) 2. Daity ran9e (0°'35' ) . . . . . . . . . .. .. .. _ . '? N ? ? 3. Winterdesigndegrees ................ . (Precede a minus number with M) 4. Numberofwintlowpanes ..........._ .I 0. 2 or 3. If 2 or 3. Item 5 N.A.) 5. Stormwintlows?(YorN) .............. .?1]LSl 6. Windowsweatlierstrippetl?(VorN).... Z Four window areas starting with N or NEorientation ....................... . ?? k ? ? (Ex: NN25#30#20ri25#q; Max per side: 999 sQ. ft.) 71 N or E EK_Ol 6a C? ? 72 E o r E 73 5 or W ?§l 0 ? 74 w or lq'A (? ?a aa sn 8. Shadedwindowarea . (0 or sq. ft. Enter 0 if not applicable. M2x. 999 sG. it.) 9. Doorarea ....__ ................_.. (0 or sq. 1t. Max: 999 sq, fL If 0, Items 10 8 11 N.A.) 10. Doorweatherstripped?(VOrN) ......... 1 t. Storm tlools? (Y or N) . . . . . . . . . .. .. .. .. ? ? ## pq qq 12. First story perimeter ................... 1+AL k 13. Secondsiory perimeter ................ 14. Thicknessofwallinsulation. .. (Q 2, 4 or 6" fiberglas. Enter MA for ? J masonry; R values, enter R,then value. Ex: R19) 15. Basementperimeter ..... .. ...... ' ? # li f 0 ? ? or near ( t. If 0. Items 16. 17 828 N.A.) 16. Basementheatetl?(YorN) ............. rpC A (It N. Item 17 N.A.) 17. Percentabovegratle(Ex:S°/o=5) ....... q # ? ? 18. Area of roof with exposed beams or stUdior.eiling ... . .. .. .. . ..... ? v NN qg qp (0 or sq. ft. If zero, Items 19, 20 8 21 N.A.) - 19. Woodorti6er .. (W for wood, F for liber. if W, Ilem 20N .A ?, ?-----? If F, Item 21 N.A.) 20. Thickness offiber .................. (1,5, 2 Or 3" or R values) 21. Insulation ............................ (Y, N or R values, Y assumes 1:511) I OPTION 1 OPTIOM Z OPTIOM 3 22. Area of ceiling untler vented roof or ` unconditionetl space ... .... _ _ ....... ? ? N ? ? (0 or sq. it If 0 Item 23 N-A.) 23. Thickness oflnsulation . ..... .. ..... ? ? ? (0, 3, 6, 12 or 18" of fiberglas or R values. Ex: R30) ? 24. Area of floors over unconditioned space G N ? q1 ? (0 or sq. it_ If 0 Item 25 N.A.) 25. Thicknessofinsulation................ ? (0, 3 or 6" fiberglas, or R values) 26. Area of floors over open or ventetl space, orgarage ......................... (0 or sq, ft. If 0 Item 27 N.A.) 27. Thickness ofinsulation .. _ ............ ? # # (0. 3 or 6" of fiberglas or R values) 28. Basementarea ....................... (0 or sq. ft. If Item 151s 0 skip this entry.) 29. Totalheatetl area .......... _ ......... (sq, ft.) ? ? 30. Perimeterofconcreteslab ....... Q N (0 or iinear ft.) (If 0, Item 31 N-A.) 31. Thicknessofslabinsulation....... ..... ? (0. 1 or 2") ... 32 Desired summer intloor temperature swing ................................ ? ## #N p# (Value between 1 and 6 inclusive.) 31 Oesiredwinterinsidetemperature 34. Ductlocation . . ......... .. . . ... (AT = attic. eA = 6asement, SL = slab. CR = crawl space, CO = conditionetl space) (If BA, SL, or CO, Item 35 N.A.) 35. Thickness ofinsulation ................ (0, 1 or 2". Use 2 for 1" rigitl.) 'REPEATDATA7• ......................... git gg #N Vor N •`CORRECTIONS?" ... . _ . . . . . . . . . . . .. .. .. If Ihero are no corrections requlreri enter %A. If there are corrections ro ihe data. enter question num6er, «. the new data. and Aa. E no f ?iv he? correciions. enlerNN only. F## # #? q# ? ## #k # ## T COOLING B.T.U.H. C) EDUALS J,7L J8 AT CliS °F B.T.U.M. AT °F B.T.U.N. AT °F HEATING B.T.U.H. + EQUALS3.1 AT - 1? `F B.T.U.H. AT °F B.T.U-M. AT °F 'REPEA7THEANSWERS"(YorN) ......... e -C. un "SAVEYOURDATA?., ......._...........I #pl V or NI or VRRS wili save your tlata anA goes to beginning lor new Analysis; or NRNN will not save tlata but goes back to beginning for new Analysis. JOBNUMBER....... If you want to save y0ur da[a CLIC a55igns Job Number "S7RUCTURE CHANGES?............ .. .. . If there are no changes requiretl enter na. I( there are changes to Ine Aat2: enter question number, a. Ihe new data. anA aN p Ex:25NR30#N If no further changes. enter ke onty. aa na ua q pb an aa aa p qk ua fV1ETR0 AiR n? 119401 Normandale Re?d ?(????? ELIOI Lake, Minnesota 55372 ?n?11?? (si21 az-8124 OPPORTUNIN HOME 3-18 Prined In LLS.A. 638-039 I Fkr?offlcefJse - - - - - - - - - - ? Permrt #: ? I ? Permit Fee: (/ • ? ? I + ? Date Received: I ? I I Staff: ? L_________________I 2009 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: G/ g / v Site Address: lq 2O CS? .2? d-e- ,, E-A6A „V, ,Yl "1/ &SI z) Tenant: ;?;?73P m in( L/-1 C-` e DW?/ET? > Suite #: RESIDENT! OWNER Name: i;E-oJ-3RM ? ev bq-O Phone: C-?s? - 6 d8 -'?? 3 L. Address / City / Zip: 6?2 U 03'TEk- 7?:*-_ CONTRACTOR Name: `- NkAre- - License #: Address: - L,)0,y_« i o gy P-4qAqL_ Ciry: State: Zip: Phone: Contact Person: TYPE OF WORK x New _ Replacement _ Repair _ Rebuild A ModiTy Space _ Work in R.O.W. Descri tion of work: Aal?1??o ?j W'0T,?V PERMIT TYPE RESIDENTIAL Water Heater _ Water Softener Lawn Irrigation Add Plumbing Fixtures ? RPZ /_ PVB) (_ Main _ Lower Level) Septic System _ Water Turnaround New Abandonment RES/DENTlAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation (includes $.50 State Surcharge) $50.50 Add Piumbing Fixtures, Septic System Abandonment, Water Turnaround' (includes $.50 State Surcharge) 'Water Turnaround (add $165.00 if a 5/8" meter is required) $100.50 Septic System New ($10.00 per as built) (indudes County fee and $.50 State Surcharge) $90.50 Fire Repaif (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ I hereby acknowledge that this information is complete and accurate; that the work will be in confortnance with the ordinances and cotles 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 plaT_. - I I x ?G?vSAnn?rt Lrt-c7 x , ApplicanYs Printed Name Appl' ign ure FOR OFFICE USE Reviewed By: ' Date: Required lnspections: Under Ground : Rough-In Air Test Gas Test Final _ ' \ ( ~ 1 ~ : ~ ! % I ~ z ~ , ~ ~ ~ ~ ~ ~ ~ / ~ 1 ~s > , . ~ N ~ N / ~ I f . . ' _ . I • W r -r~ o , ' ~ i 1 ~ ° ~ n ~ ~ ~ r,~_._,~--r,~--,~-.r,~ ~ ~ r,~_.._ i m ~ j;~ ~I„~- ~ uLI 0 au i - '~s ~ KEY NOTES XX ~ ~ z ; I I ~ ; : I , _ ~ o ~ '~ti,~ . ~ ~ ~ , n ~ ~ - f ' / . , _ f"' Q . m 'k, % / . I~~~ „ --7i~ : 7 ~ 2 ` 1 ~ o LL- ~ -~,I I k. - , _ l1` ~ - ~ .P..RO.PERfT'~'`UNE ~ . ~ ' ' L 2~, IRON MONUMENT AS PROPERTY ~ z ~ I ~ / ! ~ ~ , 1 ~ , - - -,x \ CORNER IvIARKER SURVEYED & p ~ ~ z .0 ca ~ o ~ ~ 2- _ - ~ - i ~ ~ ~ i ~ 0 ~ r~-~~ - t n ~ > ' ~ ~ ~ ~ STAKED BY BDM ENGINEERING 4 / ~ \ ~ ~j . tiic ~ N ~ T:~~ ~ e CITY ~ . i u.t z N tL2 Z ~ / c„ i ~ ~s ~ wAr~R (RLS~ 22~40) ON JUL 2, 2006. ~ w ~ ~ c 1 p' o in _ , ~ GJ u~ - \ SNUT OFF „ . ~ .0W lfl d ~ ~ ~ p~, 1 r.,,.='--~;,~__. - - J ( UTILIlY ~ ~ - n T,~,_ ~~----E ra,-"c A.- ` G-L_:F~~G~ ` 2, PROPERTY LOT LINE ESTABUSHED / f F U ~ i~ l il/ e rc`^'_bc.._„ ~ . VALVE ` 2.5' S~ / 0 Q ' ~ - c-~.cva-i ric-=-vc..._t~a<f-r~c`-vc- ic--•-ivr.--vc-~-5~ EASEMENT A E / ~ ' ~ '---E -~~E --E ~'~nr f -~k -_E _--F _ F _ FROM PROPRTY CORNER MAKRERS. ~ / ~ ~ Z~G ~_.,.._.~.r ` ' ~ ' . . _ . . . / Q" , . / . / C E e Nx ~ _ ._._.E E E E ' . . ~ C e F ' "F _ / / ~ ~ ~ ~ i s _ . c - e _ E ~ c ~ m ...1 ----E '-c„-._„r ~ 1- 5 0 ~ ~ ~ , ~ y ~ i i J \ ~ i ~ - / ~ ~ . V ~ \ t~ . c Ll / C~ ~ ; ~r~ ~ / ~ a 4 \e ^..e W c::, W / ' ' / ~P /I i I ~ Q ZON G I ~ IN = R-i z , ~ - / A~ s ` c~ _ ~ ; ~'J~ _ _ . ` - ~ \ e XISTINu LOT AREA = 12~630 Sq.Ft Z C7 ~~0 0 ;'r; / ~ - 1 ~ m E TOTAL E cn ' / , km 4 ~ tLt U~ Ll_t ~ I ~ ~ ~ ~ ~ ~ ~ EXISTING PROPOSED ° ! _„r,.___~ ~ I - ~ ~ z iPasEO ° f / ~ - ~ / ~ ~ ' ~ ~.t s ~ m ~ : / , v I ~y,~ & EXISTING ~ / l i~ i 6xb TRD P05T ~ * ~$~,Ff~ Q / q ~ . . ~a ~ I . ;ISTING z ~ ~ q.Ft2 ~ Q ~ s „ o BUILDINC~ COVERAGE ~ 0 / ~ ~ . ~ NEW SIDEWALK - ~ . ~ 0 0 ~ ~ ~ ~ ~ / . ' . ' ~ n ~ ~ _ ' ~ ~ , a ~ ia°zia co~unNS 36° uiUU~ ~ ~ PRINCIPA~ STFiUCTURE & STORAGE - 1393 2,403 ~ ~ ~ ~ ~ ~ cu~TURE eRicK Fnceo SHED ~ ~,403 ~ ~ _ _ ~ ~ ~ ~'_6" ~ ~ ~ tLt 19% > N ~ i _ ; ' ~ _ ~ 1 ~ s 3s~-b° I BUILDING COVERAGE PRECENTAGE 11 ~ 19~ > ~ , .r~~~ i ; za~-o ~ ~ , ~ ~ BUILDING ~ ~ ~ ^ C~l LO I f-...,~ 3~_y~ :l. B2,,a~ i I , ~ ~ ~ ~ ~ I ~ SETBACK LINE ~ ~ / ~ ~ ~ ia~_o~~ ~ ~ ~ ~ ~ io'-io" a ~ ~ r)" ` o- 12' fOUNDAl10N AREAS OUTSIDE OF BUILDlNG SETBACK LINE ~ ~ . ~ / - i , , ~ ~ , . I ~ , i, / o, , Y~ tLt z I i ~ l ~ PRINCIPAL STRUCT. +GARAGE+DECK = 98 ~ ~ ` / ~ " ^ ~ NEW - p 98 o z ~ f ~ ~ ,9 E P~SNDED ~ ~ O o Q ; ~ I ENTR WAY ~ io ~ ~ EN~D cv ~ New PAVEn~N r ~ ~ ~ _ ~ . LEG I G / 18" BAY ABOV N' ~ I .c ~ d- Q LLl , 1 ~ ~ Q `r ~ ~ ' ~ . l.~ ' % ` '1 ~ , ~ ; /i" ~ . l y ~ . ~ ~ ~ ~ ~ ~ . " _ _ _ _ ~ e__ _ ~ ' . ~ 1 o";. Y, ~ / PROPOSED ADDITION U . _ ~ : U ~ \~/~i ~I \ ~ ~rI i ~ ~ B BAY~ ~ ~ , _ - . . - ~ . . LLI ~ , - , , ~ - ~ , ~ ' a,aove ~ - - - W 2~ ~ ~ BUILDING - - - ' ~ ~•o ~ ~ ~N. 1 LL1 ~ m- ~ l I _ ~ - ~ ~ ~ ~ . ~ C~ ~ - --7-~ ~ ~ o SETBACK ~INE ~ ~ ~ ~ ~ ~ rii;'~ ~ t _ o ~1.~ I~~; a w t~ ~ ~f.~ , / z 4 ~ l ~ / i" N ~ ~ . . _ - d i .Z Q n O ~ ~ _ ~ s , ~ I i .J I . ~ , - ~ ~ y m m' EXISTING STRUCTURE OR BLDG OR . ' , ~ ~ , ~ ; ~ ~ ~ , _ ~ ~ ~ _ ~ i , , , _ ~ , ; ~ ~ t~~:~ ~ z,,. , ~ , / m ,_L. , , , , ~ r ` ~ / ~ . ~g.~,:u.~s - ~a~1- - _ " ~ OBJECT TO REMAIN. , = = - ~ ~ - , ,-,2 ~ _ { ~ _ , ~ , _ _ ~ t..-_ ~ . , ~ , 1 / , . ~ t ~ i I(~e~ . ~ , . , ~ . ~ . . . . ~ ~ ~ I'IAIN F.LEG. ~Y.7.-~~r ~ ~ ~ . 1 f ~ , / ; _ ~ ~ 1~ j) , 6RF~II:ER PANEL W e ~ ~ 8'z IN5 ST ~L' ,o.' , " ~ ~ 'a : v o- - , V ~ I, eR ~no 00 ~ o ~ ~ ~h' ~ ~ ~~HU~NC, , , ~ ( ~nN. a - r- - , ti , . ~ ~ ; ~ ~i i I ~ ; . a.FAri aur , ~ ~-,TOhne~r s F~ ;uriN I OUTLINE OF EXISTING STRUCTURE - ; , 1. ~ , ; ~~une ae~ow s i ~ti~ . ~ I ~ , ~,~,ii,~NG ~ ~ TO BE DEMOLISHED. ~ i I .l~ ~o~ 'I . ~ 8'z9'. IN54.'ST~E . . . . . ' ' ' ~ , ~y q ~ 1 / ~ ~ OVERNEAD DOOR . tL-1 J ~ ~ ~ r ~ ~ ~ : ; 13~D F:f1 I a ' ~ ` ~ ~ ~ ~ ~ , ~ ~ ~ ~ ; uF~ PORTION OF PROPOSED ADDITION ~ ~ O ~ I ~ ~ \ ~ ~ ' ~ ~ ~ ~ ~ i ~ ~ ~ ~ _ ~ ~ ~ ~ / FAMI~Y RooM ; o ~ TNAT IS OUTSIDE THE BUILDING q / ` ~ _ ; , o ; 2 R , , a. ~ , a:_ C}.._._.._ SETBACK LINE LL - { ry ~ . . ~ . / ~ ~ . . ~ . . ' , . . . . , ~ ` ,..._J ~ f . ~ ry~ J ~ . I . . . % . ~ . , i i i i ~`.i,'q+i7v:"rm ~ . , ~ ~ ~ ~ ; ~ ~ ' ~ y~ o * BUILDING COVERAGE AREA Q ~ 1, ' ( ~i.~ ; ~ CALCULATION INCLUDES THE ~'~I ; ~ ~ I ~ ~ ~ ~ ~ n , , , ,r ~ TS OF ALL PRINCIPAL ~ ~ ~.i; l ~ ; , ~ ~ ~ . i : ~ , ; FOOTPRIN ~ ( ~ ; ~~•,T, , - .t~l , ~ 5' ~ ° ~ ~ , % ~ UTILITY STRUCTURE(S) & ACCESSORY I ~ ~ ~ ' ~-,~~rsA~n~a ~ S W ROOF & SIDG I ' ; BUILDING( ) / ~ ~ MECN/ ° ~ EASEMENT ~ I ~ - _ ~ ~j ovan%~ UTILITY/ " , - ~ LL U LL Q c.l..oSFT WALLS. IT DOES NOT INCLUDE ~ 1~ ' ~ ~ j ~ ~ ~ / ~ ; ~AUNDARY ~ ~ UNCOVERED DECK, SIDEWALKS, & ~j ~r, -~I ~ / i~: - _ _ RM [ ~ , ~ l. a ~ STOOPS. \ ~ ' ' Q./ m~ r~ / . ~ W ~ _ W ~ . ~ < - - , ' , ` . ~nr7~iN ` _ ; _ - 4 i~i q q p~ i~i q 4 i i 4 4~ q - i'l~ y,l,Pt• ,I.~qTn-r l~rTr. "r9'r'v i ' _ W _ 'n ~ U (n i. ~ ~ _ ~ . - / ~ 'y ~FL, ~ ~ ~ ~ I I 1 I,/ , ~ , PRELIMINARY DRAFT PLAN SUB~IITTED TO TNE z TNE ~ z w[.I = cadc. sTCOP w_° FUTURE ( I C, ~ ~ C~C~,-,IN n ~ d~,o~.. . ~ ' CITY FOR ~11N1~1UM BLDG. SETBACK VARIANCE z " ~ ~ ~c~. ~ . CLOSET . i z ~cE < ~ ~ P ~ !i i / 1 W REQU~sr oN o2i2~i2oo8. , I I ; i ~ Q - IANDING.~ ,0449064~irih~i4! ~~I. . !r . . . ~,J j]! Q ~Q ~ Q~ ~J I- ~ ~ ~ . ~ . / . / , i , (n ~ 0 - CITY COUNCIL APPROVED ON 03l18/2008, ~ ' ~ l i , , ° ° ~ ~ ~ ~ ° > co ~ m d ~ I;'. ~ j~ ~A ~ - NOTE: o g ~ ~ 1" ~ ~ . i~ ~ I I ~_.~:....._:.:..:.....1 ~ CRA~C,ES SINCE TNE ABOVE APPROVAL• ~ ~ Z p , / , gP~~_ . 1= ~ z - i. ~ I% ~ ~ C I ANE~IENT. 0 ; z I:: 1 ~ ~ _ ~ I. I, I. B L D G. I N T E R I O R W A L L S A R R Q 0 a ~ ~J ~ F a U R S E A S O N F U T U R E ~ r; ~ 1 J , , n, ~ ~ • ~ PORCN ASOVE. BEDROOM'. . ~ _ Y ~ ~ ~ . - ' ~ ~ U ~ , a ~ w z ; , ~ ~ ~ - 2 DECK AREA IS SMALLER ~ ~ ~ w % m ~ W - z>~ z ~ a w [ Q ~ w ~ ' ~ 3. ROOF ORIENTATION NAS CNANGED FOR EASE q EASE Q p LO ~ ~ ~ Q I m c~ CONSTRUCTION WNCICN REQUIRES TO CNANGE lGE ,t~ TO ~ ~ ?I ~NE OVERAI.L BLDG. NEIGNT FROM 23'-7" TO ~ ~ - - T zw ~ , ~ o , ~ e ~ 25 - I. - I- zUJ~ ~ ~ ~~:~~GAN " ~ ~ ~ Q 0 1 ~ ~ m Qoz ~ 4(~ TN15 SNEET DQES NOT REFLECT I~NE ABOVE ~ I / ti - ~ ~ CNNAGES TO PRESERVE l~Nt PRtLfi"iINA~I' rLHN W N ~ _ VrL~,N W z C04 Q U7iLr~Y ~ ~ ~ D~cx~ aeovE~ ~ ~ ~~o + ~ ~ A5 ~UBI~,ITTED FOR TNE SETBACK VARIANCE a1 ~ EASEUENT ~ o % E5 ON SNEET C E CQ ~ w ~ , ~ ~ ~ ~ ~ ~ REQUEST, SEE TNE ABOVE CNANG ~ i " P TI S 11510 5-15 OF TNIS PLAN SET. ~ -IEET (n ' ~ I - - - d~ ; r ",PEC . ul ~ uN.i i ~~I ~f ~F I ~ W BUILDING SETBACK LINE %a w ~ ~ ~ ( . ~ Z I ~ ?o Q ~I ii ~ Z ~ I b ~ . . . . . ~ ~ . . ~ e = e - _ . . ~ 0 Q 3 ~ O Q Q _ _ _ _ ~ ~I~~I - o ~ - 30'-0" - BUILDING_ SETBACK LINE . _ . . _ _ _ -T~.- . . ~ . - - _ . , _ . F. F~ I ~ AN SNEET II ~~~t~ I~~ ~'-a° ,o~_o~~ ~e~-a~ 9~_q~~ 2~h p.~ c, t~ NEW LOWER (FOUNDATION P~A i. ~ ~ ~ CC p^Iy~ SN ~ ~ ~ Y`" g~_2~~ . 15'-10" y~~_`'~ . . Q'~ J L Ut'11.~ I\ V!'1I~ ~ 1'-~ I V~ l- ANCE ~ r 1~..~ ~ _ ,s~_,o 5 o Fo~ r~ i~ i r~ u r~ ~ r~. ~ Aq' S" V ~ 4- \ 2 c ~'~-;_1~ ` rk~..`.: 59'-6' - ~ 2 of 15 ~ . ~ I : /~a'~(~._'C, ~ . ~ , City of Eagan AUG $ 4 2009 Aft: Jeff Wheeler 3830 Pilot Knob Rd Eagan, MN 55123 Fax : 651-675-5694 Aerotek 17319 LAke Blvd Shafer, MN 55074 Re: Permit # O~F,A87908_. This Letter is inform you that Aerotek did not install the new duct work and trunk lines for the addition at 1420 Oster Dr Thanks! Crystal Bottem 651-493-8324 PERMIT City of Eagan Permit Type: Building 3830 Pilot Knob Rd Permit Number: EA083740 Eagan, MN 55122 . Date Issued: 06/23/2008 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 1420 Oster Dr Lot: 9 Block: 1 Addition: Oster PID 10-55400-090-01 Use Description: Sub Type: e-Windows/Doors Construction Type: Work Type: Windows/Doors-New/Replacement Description: House Census Code: 434- Occupancy: Zoning: Square Feet: 0 Comments: Expired Permit -Closed w/o Required Inspections. Letter sent to homeowner 1-16-09 pf Permit expired without required inspections. 8/12/09 CE A framing inspection is required when installing a Bay or Bow window or if the opening is altered. Smoke detectors are Fee Summary: BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 Valuation: 3,000.00 Total: $90.00 Contractor: -Applicant - Owner: Window World AKA Probuilt America Benjamin C Lao 2211 11th Ave E, #130 1420 Oster Dr N St. Paul MN 55109 Eagan MN 55121 (651) 770-5570 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. Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type: Mechanical 3830 Pilot Knob Rd Permit Number: EA087908 Eagan, MN 55122 . Date Issued: 01/05/2009 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 1420 Oster Dr Lot: 9 Block: 1 Addition: Oster PID 10-55400-090-01 Use Description: Sub Type: e - Furnace Work Type: New Description: Furnace Comments: Permit closed without required inspection(s). Letter & remarks sent to applicant on 7/29/09. (pf) Quesetions regarding electrical permit requirements should be directed to Mark Anderson, State Electrical Inspector, 952-445-2840 Fee Summary: ME - Permit Fee (Replacements) $50.00 0801.4088 Surcharge-Fixed $0.50 9001.2195 Total: $50.50 Contractor: -Applicant - Owner: Aerotek Benjamin C Lao 17319 Lake Blvd 1420 Oster Dr Shafer MN 55074 Eagan MN 55121 (651) 493-8324 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. Applicant/Permitee: Signature Issued By: Signature STOR CATCH 1 DRAINAGE BASIN i0' �- PROPERTY i LINE (TYP) OF OSTER DR. --LTi T1 E EJ E J� F ;,\ /C T/C E F' E T- +', E i / U DRIVEWAY" \ 3 j BUILDING SETBACK LINE 0 c I/ 7'-6" m PROPERTY —, LINE (TYP ) 0 w 0 L 0 0 \i � ST. 2 -CAR GARAGE 0 m \i - 15'-0 (TYP) 30' 2'-0" :TYP) F I I iVl UTILITY EASEMENT 22'_4„ DECK KOVE 32 —U 3 0 L i / PROPERTY < 2 LINE (TYP) BUIL- SETBAC L, /7/ <I CT; LIN! CON. 0. CURB= GUTTER (TYP ) PROPERTY < 2 LINE (TYP) 0 1 'Ilk .1 108'- 0II 5' Uri L ITY EASEMENT 0 0 0E SKYL 0 0 0 hr, KEY NOTES 1. 21" IRON MONUMENT AS PRO5ERTY CORNER IVARKER SURVEYED & RE -STAKED BY BDM ENGINEERING '' (�RLS #{ 22/-40) 0N JUL 2, 2006. 2. PROPERTY LOT LINE ESTABLISHED FRO0 PROPR T Y CORNER MAKRERS. 3. BURIED GAS, ELECTRIC, CABLE, PHONE SERVICE ENTRANCE. 4. 6' HIGH CEDAR FENCE AT LOCATIONS SHOWN. 6" HIGH SIDE WALLS ;''w'i vVOOD FLOORING ON GRADE (No FROST FOOTING). APPROXIMATE LOCATIONS OF BURIED UTILITIES BASED ON UTILITY LOCATE PERFORMED DURING THE DESIGN. EXCAVATION CONTRACTOR TO CONTRACT GOPGER STATE ONE CALL AT (65 1) 454.-0002 TO LOCATE r ! UNDERGROUND UTILITIES BEE ORE ANY EXCAVATION. X 1' X 5 BRICK POST. OF 5 POSTS AT T -E FENCE CORNERS INDICATED ON T PLAN. 3DNI50 TOTAL D' STING LCT AREA = = R-1 12,630 Sq.Ft FOUNDATION AREAS EXISTING [Sq. Ft) MAIN DWELL.f.,'JG 780 5 XIST. ' I ` 210 5 - - MAIN = 1 1 0 - 1 LING = ,DVAEU \. (FOUNDATION PLAN) r—, - 15'-0 (TYP) 30' 2'-0" :TYP) F I I iVl UTILITY EASEMENT 22'_4„ DECK KOVE 32 —U 3 0 L i / PROPERTY < 2 LINE (TYP) BUIL- SETBAC L, /7/ <I CT; LIN! CON. 0. CURB= GUTTER (TYP ) PROPERTY < 2 LINE (TYP) 0 1 'Ilk .1 108'- 0II 5' Uri L ITY EASEMENT 0 0 0E SKYL 0 0 0 hr, KEY NOTES 1. 21" IRON MONUMENT AS PRO5ERTY CORNER IVARKER SURVEYED & RE -STAKED BY BDM ENGINEERING '' (�RLS #{ 22/-40) 0N JUL 2, 2006. 2. PROPERTY LOT LINE ESTABLISHED FRO0 PROPR T Y CORNER MAKRERS. 3. BURIED GAS, ELECTRIC, CABLE, PHONE SERVICE ENTRANCE. 4. 6' HIGH CEDAR FENCE AT LOCATIONS SHOWN. 6" HIGH SIDE WALLS ;''w'i vVOOD FLOORING ON GRADE (No FROST FOOTING). APPROXIMATE LOCATIONS OF BURIED UTILITIES BASED ON UTILITY LOCATE PERFORMED DURING THE DESIGN. EXCAVATION CONTRACTOR TO CONTRACT GOPGER STATE ONE CALL AT (65 1) 454.-0002 TO LOCATE r ! UNDERGROUND UTILITIES BEE ORE ANY EXCAVATION. X 1' X 5 BRICK POST. OF 5 POSTS AT T -E FENCE CORNERS INDICATED ON T PLAN. 3DNI50 TOTAL D' STING LCT AREA = = R-1 12,630 Sq.Ft FOUNDATION AREAS EXISTING [Sq. Ft) MAIN DWELL.f.,'JG 780 VAIN DWELLING+GARACE - I ` 210 (HIAIN E. LLL I r AA.5E+STOT ,GE SHED�� - - BUILDING COVERAGE ERAGE PERCENTAGE = 1 1 0 LEGEND - SAN JTR E_,`",_% E � LGL 1/ EXISTING BURIED E/:E R'C ._ ONE EXISTING BURIED 0/TER LINE EXISTING BURIED SANITARY T" T'E- EXISTING BURIED TELE%,.. - -GAS GAS— - ,STING �R'1 1 �� ED � GA S L 0 'STING 6' /A RI CEDAR ME`VVER NE LINE * LEGAL DESCRIPTION: OSTER ADDITIONS BLOCK 1, LOT 9 PIN: 10-55400-090-01 g*Suem 1T L 14j FIELD MotesFseAT1 N*_ *I RSV. CuQ 3 C H&A"E Iry- to '7- b) EXIST NG OV RAL L 5 f PLA\ PROPERT' _ NES EX 5 \G BLDG. S= BACKS. & BENJAMIN LAO 0 0 DRAWN/DESIG\ED kY LU Q i9 fY LIU CD eZ O � c— 4 LLI Z CZ 1-77 LE-- Z. E cn 4 O z W N < Q CY w w Q Z Q oQ ET or 11 0 2.5 5' 1" = 5'-0" / .^, , ,, ,/-77 , < , • . \ , ./ ,,K /.... . , . , ry/ 7 / ; ''-,- \ I ' )N\ i / )/ I /1 Y----- ,/ j ) / 1 11 I, .'77 77-.----- , / 1.14- /' i / i'---'-- ,Z // --- '' /-:_-- i s ------- / / 1 -----7 ' „ [ s774/1/ N //// / \ / / \ \ _ 7-474 „/- /,7 a 1/1 \ , -7u I 7 //— / /77 , -.7-0••••.. / , --, .• y 1. , \ / ,/[ / ;I / / / , 0 7-7 E/ ' ' '. C------- 77:1"5. : 77/C ---_____ E i../c, t.T. / 7-c, '-' /7/5 E AL /7 T/0 E ----/F- / / // /7 74 1 a -r/C 74 4/J -7 PPOPEPT/ CITY-------____f_ t WATER [ i SHUT OFF VAT7L0VE _ ,i.,'C E `C E --IE E t — E ▪ <7 / NEV Sr DElAIALK 591-6" 35' -6" E T/C - I V'T LINE E E 6x0 TRD POST 4, E I E - o 74/77, 3.• / /--I8"x18" COLUMNS 36" HIGHmi CULTURE BRICK FACED T 71/0 T/C QS)) ) I ! 1 (2) 77 E.ASE7/41 ENT 74 121-01 k 32i-0" /71 71 \ NE P AV E E NT a 18' BAY ABOVE ,/ < \ N EW EY' 'PAN DED ENTP WAY -74 < , ! i . \ 1 I 1 " I , [ 1. CT; 0 z (/7 uJ > 0 7-74 BUILDING SETBACK L NE 2'-0" 8" BAY ABOVE — •2`,' 77 3- 77 ./ ;?/// / \ 7/ / 8', INS)/ STEEL_ /- OV E RHEA D/DOOR rTh LANDNG SAN. CLE,AN OJT .74 • . B'xq. I NSL,. ST L OVERHEAD 'DOOR / ; // • ..// / •/ / MAY ELEC./ . CKT. BREAKER PANEL STORAGE FL SUMP PUMP BELCH STAIR LANDING • / 4/4/. , /.2 -AR/.--// GARAGt FAm ROOM 1 FURN • , „/ I '7•7/2/,',//,12;" PROPERTY LANDING I . I / • to 04 . oz F- LA MEC/-// UTLITY/ LA UN DARY R11 7-07-7-T 111 CLOSET /47 47 [ 7,7 77 / FUTURE CLOSET \ 70 05 FOUR-• SEASON • • PORCH AE3OVE 4. /7' / LJT1 DTI EI. SEM ENT UT 4. DECK ABQVE BUILDING SETBACK LINE No— BUILD 10' - 0" NG SETBACK LINE I II ' - /7-5 15'01" .744,..- 74 /71 L: UTI LITY EASEMENT '‘,) (-7N - C:D\ --7 ,-- ',-) (,.- 7 7 ,77-...--- s. 1 cl..._ '-' \C-,- ... , ,--\ ---1 , --, c•-, ‘,.... \-- ....,, 774 KEY NOTES XX q" 1004 MONUMENT AS 0000ER:1 LORNER MARKER SURVEYED & STAKED BY BDN/I ENGINEERING )PLS# 22440). ON JUL 2, 2006. PROPERTY LOT LIN_ EF--,,TABLHHED FROM PROPRTY CORNER MAKRF-F,-. ZONING TOTAL EX STI'"\IG LOT AREA 1 - 12,630 Sq.Ft EXISTING PROPOSED (Sq.Ft) & EXISTING BUILDING COVERAGE (*) (Sq.Ft) PRINCIPAL STRUCTURE & STORAGE = 1393 2,403 SHED BUILDING COVERAGE PRECENTAGE FOUNDATION AREAS OUTSIDE OF BUILDING SETBACK LINE PHNCIPAL STRUCT. +GARAGE+0RCK LEGEND PROPOSED ADDITION EXISTING STRUCTL E OP RLDG CR OBJECT TO Et",,,IAI . ,,/I OUTLINE 00 EXISTING STRUCTURE ,/ TO BE DEMOLISHED - • ! IN Ur . 114 , [ [A, i 7C -S. N — [ I f N; )))); PE= jt-2_,0LCTIDU RLAI L P HT i'ER A STRUCTURE(S) itnIN,ic(c) v,„! Iv." -;LLS IT DOES •,0-r _11,00VERED DEC/'L '2/70005. /71 v r-- ! ‘,!! n 0-7 '/7/0 PRELIMINARY DRAFT PLAN SUBHITTED TO THP CITY FOR MINIMUM BLDG. SETBACK VARIANCE REQUEST ON 02/27/2003. CITY COUNCIL APPROVED ON 03/ NOTE: C!—ANG/75 SIN 5/2008. CE THE ABOVE 4RFROYAL: 1. El DG. INTERIOR WALLS A.RRANEIYIENT. 2. DECK AREA IS SMALLER. 3. ROOF ORIENTATIO\ HAS CI—IANGED FOR EASE CONSTRUCTION 1/1-1C1C1— REQUIRES TO CANGE T7/ -E OVERALL BLDG. 410101-11 FROM 23-7' TO • 25-1. 16-15 SHEET DOES NOT REFLECT Ti—E ABOVE ,C--1\ AG -ES TO PRESERVE THE PRELIMINARY PLAN —AS SUET-ITTED FOR TIHE SETBACK VARIANCE REQUEST SEE T—E AE -0\-/E_ C_H-1NCI-ES ON SHEET 5-15 OF 'T; IS FLA \ SET. OR 01A OYAL) (FO/\D A I IO) AN J' BACK VAR ANCE MIDWEST DRAFTING & DESIGN CD < JANE LAO • BENJAMIN ,$ 1420 OSTER SI EEIT 2 of 11 1 P1 ,717, LJ i P1 1 7 1 1 I I I I I / Ir / / r 2 1r `1- i/ -222 22,- r, / 1\ 1, ! 77" \ 1 I r I I 7 FUT! TAP- Nn// DOUBLE R D TIEN, REMOVE FE \CE 'S SAVE FOR RESINSTALLATION. LJ REMOVE GARAGE FLR, SLAB FTG. 171-8H 7 REMOVE ENTERY I PORC- LANDING '$ STEPS Pr-,0107./AMI MEW” 7 211-1011 1 /3 DE F.HK T AVAIArirdwr . _ _ re, ff NSTR CLOSET KEY NOTES A WALL TO BE REMAINED IN PLACE UN!TL THE ADDITION AREA IS FULLY ENCLOSED. 13 WATER HEATER '$ iAlATER SOFTENER TO BE RE -LOCATED AS S.--ONN ON SHEET G OF GI. REMOVE REINSTALL DOOR AS SHOWN ON S-IEET G OF q. SEAL DOOR OPENING. OUTLINE OF NEW DINING $ FOUR SEASON ROOM ADDITION. \--OUTLINE OF NEN DEC< STAIRS TO GRADE. 321-0' OUTLINE OF NEW KITC/4EN ADDITION. 53-10" / / / / / / LEGEND SCALE: 1/4",--- I i-0" EXISTING STRUCTURE OR BLDG OR OBJECT TO REMAIN. EXISTING STRUCTURE TO BE DENOLISI-ED. I EXISTING 10 X I I STORAGE S- ED 12 ± n LLJ C) LC) QC) LU < uJ [LI > z - <0/ (1 Liz 2_ (D < z LI (-NI CN / 3 o f I \ ;1\ • / \ \ \, 1 I " 1 1.. \ / / ; 1 LU PROPERTY H LL, Li 7- 17 rri 17; , r N------ - / / / BUILDIN LINE OUTLINE OF NEW DOUBLE GARAGE ADDITION. G SETBACK REMOVE FENCE $ SAVE FOR RESINSTALLATION BUILD! LINE -REMOVE GARAGE ROOF $ STRUCTURE BELOW 171-q' REMOVE ENTERY PORCH ROOF $ STRUCTURE BELOIAl. LIVING ROOM LANDING DN /REMOVE GUTTER / SALVAGE. (TYP. t ALL AROUND) REMOVE FRONT DOOR NALL. REUSE DOOR ON GARAGE TO LONER LEVEL ENTRY. BEDROOM 13 C1 ! /! / / / 411111!i-p,mm. ••••%...! / / / / / \IG SETBACK—\\ KEY NOTES DINING RM KITCHEN BEDROOM REMOVE EXISTING DECK $ FOOTINGS, 21r-10" 32' -On REHOVE $ SALVAGE KITCHEN APPLIANCE COUNTERS $- CA.BINETS. REMOVE SALV 4. 1 0 DOOR. OUTLINE OF NEW KITCHEN ADDITION, A REMOVE ROOFING SHINGLES $ D SPOSE. REMOVE ROFF TRUSSES $ SALVAGE. STOCK PILE REMOVED WOOD MATERIALS AT THE LOCATION INSTRUCTED BY OWNER TO SALVAGE AN ITEMS SELECTIVELY. B REMOVE ROOFING MATERIALS DONN TO SHEETING - ON EXISTING ROOF WHEN NEN ADDITION IS READY FOR ROOFING MATERAILS. INSTALL NEVI ROOFING MATERIALS ON EXISTING AND \Ek ADDITION ROOF. C WALL TO BE REMAINED IN PLACE UNITL Th ADDITION AREA IS FULLY E\ICLOSED. E 0UTLINE OF NEM DINING $ FOUR SEASON ROOM ADDITION. OUTLINE OF NEN DEC $ STAIRS TO GRADE. K 531-10H LEGEND . i SCALE: 1/4'1=1'-0' BUILDIN LINE SETBACK EXISTING STRUC I URE OR BLDG OR OBJECT TO REMAN. EXISTING STRUCTURE TO BE DENOLISHED. o BU I LDI \1G SETBACK LI \IE LU 0 z 0 5 z. LU r -H LJ MIDWEST DRAFTING & DESIGN CC) 1 I 1 Cr) 11_1 cTh cTh tLJ cf) LL1 z 0 cm 0 LI Z ZUJn „ L (f) < o z (\1 0 z 0 ADDRESS EF) z z 0 I r- E-_ I 4 of' LI I EXISTING i0X STORAGE SUED 1/ ,-, I , t h i \ 4 r -H LJ MIDWEST DRAFTING & DESIGN CC) 1 I 1 Cr) 11_1 cTh cTh tLJ cf) LL1 z 0 cm 0 LI Z ZUJn „ L (f) < o z (\1 0 z 0 ADDRESS EF) z z 0 I r- E-_ I 4 of' LI x FIELD MODIFICATION KEY NOTES. GENERAL: NUMBER OF CRS. FOR CMU FOUNDATION BLK. WORKS INDICATED ARE MINI 1111U11 REQ. CRS. TO MEET CODE. Ta --E NEW FOUNAT ION WALL i— T. FTG. Si—ALL HATCH E EXISTING FOUNDATION WALL T. $ FTG DEPTH. CHANGED FROM 13'-0" TO I I' —0". SEE ALSO KEY \OTE 2. 2. MOVED (TOWARD NORTH) ENTIRE SOUTH WALL, FOUNDATION, ROOF BASED ON CHANGES I N KEY NOTE 1. 3. REDUCED DIT" TENSION BY I'-0" BASED ON CHANGES IN KEY NOTE I $ 2. L DELETED THE DEMOLITION OF EXIST. ENTRY WAY STAIR LANDING ITS FOOTINGS (SEE LOCATION OF EXISTING STAIR LANDING ON SHEET 3). EXISTING STEPS REMOVED. INSTALLED INSULATION FOAM PER CITY INSPECTION ON JULY 7,, 2008. 7.9 N 0 NH 24'-0'' 12'-0" 12'-0" 1'-4 1/ q' 311 I'r41/?' I-1/2" TNK. CONC. CAP 5 -CRS 8" CONC. ELK. 16"x8" CONC. FTG. N• 0 cN r 6x6 TRD. POSTS 18" DIA. CONC. FTGS. (FOUR SEASON ONLY) / / / / / / I -CRS 6"x8" CONC. BLK. 4 -CRS 12" CONC. BLK. 20"x8" CONC. FTG. 1'-4 1/2" 1'-4 1/2" / x / C -OPENING \-2" LEDGE @ OVERHEAD DOORS (TYP.) 4" CONC. SLAB 40 MIL. POLY. SHEET 4" COMPATED SAND 4" WASHED ROCK/ q' 3'1 Ir -4 1/2" 4 -CRS 8" CONC. BLK, I6"x8" CONC. FTG. ' 0 N 321-0" INSTALL 12" RIDGE INSULATION FOAM ON EXT. OF NEW FTG. WALLS ON N, E, W SIDES. DOOR OPENING ABOVE 5' EXISTING 5 -CRS 8" CONC. BLK. 16"x8" CONC. FTG. (FIELD VERIFY) 1 -CRS 6"x8" CONG. BLK. 4 -CRS 8" CONC. BLK. 16"x8" CONC. FTG. NEAT TWO CAR GARAGE I -CRS 6''x8" CONC. BLK. 4 -CRS 8" CONC. BLK. l "x"3" CONC. FTG. 2" LEDGE I-1/2" TNK CONC. CAP I -CRS 6"X8" CONC. BLK. 4 -CRS 8" CONC. BLK. 16"x8" CONC. FTG. 4" LEDGE 1 -CRS 8" CONC. BLK. 4 -CRS 12" CONC. ELK. 20"x8" CONC. FTG. 2 .s. , •♦ ' " 6'-10" VERIFY IF j0MPCTED SiPIL / // 4 -CRS 8" CONC. BLK. 16"x8" CONC. FTG. 6 -CRS 8" CONC. BLK. 16''x8" CONC. FTG. 1 -CRS 8" CONC. ELK r) 1 INTERLOCK NEN BLOCK WITH EXISTING 4 -CRS 8" CONC. BLK. V "x8" CONC. FTG. F A, N YRoorl ONSTRUC NEW FTG ROUNG EX ST. STAY FTG. W# -I1 41-{ IS TO REMAIN 1 PLACE) b -CRS 12" CONC. BLK 20"x8" CONC. FTG. 7 -CRS 8" CONC. BLK 18"x8" CONC. FTG. .ti,; , a 4fie. SUD NALL ABOVE IS OFFEST 2" FROM II 12" CONC. BLK. STAIR' ABOVE --///////////////////// /////////// / 17'-10" 1 4I ///4//////// cn 8'-2" STAIR ABOVE b" TNK. REINFORCED CONC. SLAB ABOVE FTG WALL N/ ANCHOR TO FTG WALL 5 -CRS 8' CONC. BLK. ONC. FTG. REMOVE EXIST CMU NALL DONN TO SPREAD FTG. BELOW 36"x36"xl2" CONC. FTG. 4-2x6 STUD POST ABOVE EACH END I -CRS 6"x8" CONC. BLK. 1 I6"x8" CONC. FTG. 5 -CRS . 0 C 1611)<8" CONC. F 8" FOOTING EXTENSION FOR 6X6 POST SUPPORT ABOVE. 6'-8 5/8" 6'-8 5/8" 6x6 TRD. POSTS 12" DIA. CONC. FTGS. (DECK ONLY) 15'-q 3/4" f LIMITS OF EXIST. STAIR. FTG. • EXIST. STAIR LANDING TO BE REMAINED` 1N PLACE. /1 1 11111 /1 7'-7 3/4" 1 12 EXISTING FOUNDATION DRAIN SUMP PUMP HELL (NO PUMP) 14"xib"x8" CONC. FTG. (FIELD VERIFY LOCATION) 4" CONC. SLAB 40 MIL. PVC SHEET 4" COMPATED SAND 4" WASHED ROCK II IFWIPINIVIffe AM." 6'-4 3/4" 6'-4 3/4" 0 5q'-6" 20'-4 3/4" 050 RN a CLOSET �hj� nom, EXISTING 5 -CRS 8" CONC. BLK. 16"x8" CONC. FTG. (FIELD VERIFY) —INTERLOCK NEN BLOCK WITH EXISTING 5 -CRS 8" CONC. BLK. 16"x8" CONC. FTG. CN N SCALE: I/4"=I'-0" & BENJAMIN LAO u_1 CD w 11 1 c 12 JI W O 4 S2 EET 5 of If' I dam`\ \ /f / I � 2. 3. v � ; FIELD MODIFICATION <EY N CI --ANGER FROM 13'-0" TO ALSO <EY NOTE 2. MOVED (TOWARD NORTH) WALL; FOUNDATION, ROOF CHANGES IN KEY NOTE 1. DRAk I NG CORRECTED TO TEXT CALLOUT $ SECTION CONSTRUCTED AS SHOWN SECTION A/10 11' -G". SEE ENTIRE SOUTH BASED ON NATO k/ A/IQ. I- ERE $ 4, DELETED UNCODITIONED PARTITION WALL OVER 4" LANDING PER 1 REQUEST FROM THE CITY INSPECTOR DURING INTERMEDIATE INSPEC-TIONS. ADDED $ MOVED DOORS AS S{--1OkN. 5. DELETED CANT. BAY. (o, C-ANGED TO MATCH TI -E Ci -AGES IN KEY NOTE 1. 7. REARRANGED ROOM LAYOUT tO MATCI- CI-ANGES IN <EY NOTE I. r (N m 0 El / 241-01' i i21-0" 12'-0" y / 3' 6 l%4" NEW SIDEWALK 591-6" 32'-0" 51ULCO. ,--18"x18"X36" COLUMN .ABOV TOP STEP APPLY CULTURE BRICK FACING. 10'-10" , NEAI PAVEMENT — J r 2—II 7/8" MICROLAM BEAMS (TYP) 8'x9' OVE INSL. STEEL HEAD DOOR TWO CAR GARAGE FLR. T1'USS 8'xq' INSL. STEEL OVER DOOR 5/8" SHEETROCK OVER 1/2" OSB SHEATHING (TYP. OF GARAGE INT. . WALLS CEILING) VI FLOOR BUSSES C� H.2" O.C. T 2-9 I/2" DROPPED MICROLAM H 5/8" SHEETROCK OVER 1/2" 053 SHEATHING REUSED FRONT ENTRY DO DR. - 4" HIGH I LANDING (CONC.) 0 3 12'-10" LANDING (6" R.I.F. CONC. SLAB) , /r 1-16" MICRCLAM�`I TO SIDE OF GRDR. TRS POSTS (TYP.) FUTURE CLOSET 3'-0" , :/// /,ri /G „i r/i:/// UP 5 RISER 10' TREADS 6 /, r Cn / — ;!REMOVE EXIStING i)\41NDbN. RE -CENTER R/9. -- UNDE NE WINDOW A OVE.1 \2-9 I/2" DROPPED M!CROLAM DR ,8 �✓ 18" CO FAM -WI r r / 7 / / SAN. CLEAN OUT 3 FAMILY ROOM } =-1) N = co! \ j LAN D\ I� � `err, r y ,„1 r W Z Lu ? - RAILING EACH SIDE a I 2x6 STUD WALLS, TRD PLATES 2" IN FROM ENTRY WALLS /r i, �i -5'-4" X 80" DOUBLE ENTRY DOOR BRI -WI r BREAKER FANFL SurIFBEL0H STAIR LANDING, ACCESS DOOR 1O STORAGE ARE.A. BF; O!,\ STAIR "A55 �" COPPER \ PIPE RISER Fi=.R. (CITY VIA.TER)\ STUD WALL 2" OFFSET FROM 12" BLOCK 3—q 1/2" FLUSH MICROLAM HDR. 4-2x6 STUD POST 1x6 STUD POST 4G -H -END-- \ 3-11 7/8" MICROLAM BEAM BETWEEN NEW 30 \EXISTING FLR. TURSSEAS CO //,/ 11 ii!! jj 1 II , fl '3-1 �I I�7/811 FLUSH STROAGE/CRAN SPACE BELOW LANDING cz OLL, U 0 \\— DOOR TO STROAGE/CRAW SPACE REINSTALL EXIST GAS FIREPLACE @ THIS LOCA OFFICE/FUTURE BRM # 4 NICROLAM 11 BEAN 7'-10 3/4" NEC UTILITY/ LAUNDARY RM r r BED RM REPOSITION NATER NEATER SOFTENER. INSTALL NEN FURNANCE // 56 11 0/3511 2 FUTURE I 42" HIGH BK SHELF 42" HIGH BK. SHEL LEDGER i 1 11 11 11 II II 1 EC< ABOVE /4" 11 1 STRINGERS CO on REMOVE SINGLE BASIN AND REPLACE N1TH NEN DOUBLE )BASIN LAUNDRY TUB 3,"x3 NEO ANGLE SHONER 7U EXISTNG 10' X 12' STORAGE SHED NIDWEST DRAFTING & DESIGN CO CM ELI CD LLI 2. FIELD MODIFICATION <EY NOTES. CHANGED FROM 3' -0'' TO 11 -G" . SEE ALSO KEY NOTE 2. MOVED (IOWA RD NORTH-) ENTIRE SOUTH WALL, FOUNDATION, ROOF BASED ON CI ---ANDES I N <EY NOTE 1. DRAWING CORRECTED TO MATCH W/ TEXT CALLOUT SECTION A/I0. CONSTRUCTED AS SHOWN HERE SECTION A/0. 4. CI- NAGED FROM q " TO q2" (TYP. STANDARD). 5. DELETED CANT. BAY. G. C1-ANGED FROM BAY WALLS TO REACTANGULAR WALLS. 7. DELETED FROM TI -E PROJECT SCOPE CI -ANGER TO FUTURE ITEMS. 8. PROPOSED TO MOVE KIT. ISLAND TO MAKE THE STRUCT. COLUMN PART OF THE KIT. ISLAND. ADD A SECOND NATO- IN G DECORATIVE COLUMN (NON STRUCTURAL) ON TI -E ISLAND FOR JNe- 1 MMET1rV . ADDED POST BETWEEN WINDOWS PER ORIGINAL PLANNED REVIEW COMMENT FROM TI -E CITY. REDUCED WINDOW R.O. W 1 DTI- 44 PER CHANGES I N <EY NOTE I . 10. TOI LET MOVED TO SOUTHSI DE TO RESERVE S,APCE FOR FUTURE SHOWER STALL. ENTRY ROOF BELOW 4/12 2'-0" EAVE GARAGE ROOF BELOW RIDGE LU t < 13''' COLUMN (2 PLACES) o j _'< SL PE - 8/12 WI (____910_ N u i8" BAY SLOPE 4/12 SLIP E EXISTING END ROOF TRUSS ti V w 0_ J U) 0 0 J 8/ 12 IL 2 0" EAVE 3-9 1/2' MICOLAM BELOW EXISTING ROOF EXISTING ROOF RIDGE SL PE 4-A-2 SLOPE RIDGE 11 SL PE 2' EAV ow N W 4/12 SLQPE 4- -- EXISTING ROOF RIDGE BELOW EXISTING WALL BELOW 1'-0" NGABLE 4-2X6 STUB POST @ 3 PLACES TO SUPPORT MICCROLAM BEAM OUTLINE OF EXISTING HALL REMOVED 3-11 7/8" MICORLAMB BEAM TO SUPPORT EXISTING RF. TRUSSES I' -0" GABLE HALL BELOW (TYP) 0 0[ P! - A N 3-9 1/2" MICROLAM BEAM BELOW SCALE: 1/8"=1' 0" N r v cN N ROOF LINE BELOW N -cO �' 11 1/4" MBR -W2 5q'-6" 241-0' 12'-0" I'-5'1 / t 10'-10" 1'- y 11 t rr 6. MBR -W01 / / . rr r rr /,'///2/ /r // _ WINDOW SEAT /2\e L‘1)'-'1^11/ IB OlO,ISINE 01916* 3-(1 1/2" DROPPED MICROLAM BEAM W/ 4" SPACER 4\ RE. TRUSSES @ 24' O.C. /// RF. TRUSSES @ 24" 0.C. CRT 6424 CM ARCHED WINDOW MAc,TEP BEDROOM I 1/2" G'-4 I/2" EXIST. WALL (TO B DEMO.) R$S N 1 / -'U R E SPAS FOR S4 _ ER STALL 41. CLOSET 26 RAS N O in E SHED ROOF OVER ENTRY DOOR —/ 2x 36"x60" TUB SHOWER MASTER 36" S1DE E\ITERY (MUD ROOM) 91-4" 6084 DOUBLE RS N -v 4'-7 I/4" 30 PEDISTA 5 r // r/ r 11 v -6x6 TRD. POSTS w/ANCHO'S N N -2x64 SSU HAL (, 7 1/4" MICROLAMS 1-1EA BR2-H1 RELOCATE EXIST.) WINDOW R.O. fir! —i`V 1 1 ROOM —DUCT CHASE (VERIFY SIZE) 2 2'-0" 42" HALF WALLS ROUND COLUMNS /Pr -ARCHED OPENING //j 3/4"' 5'— 11 2`-8 3/4", DN is 3-q2" DROPPED --- MICROLAMBS HEADER) TO SUPPORT EXIST. TRUSSES. Bi.� vice. 4x4 POST Dr —ARCHED OPENINGS 4'-0" 3'-4 3/8" 1` LC) N � i4` 2-q 1/2 'L FLS H MICROLAM BEAM 17 2C/\ 7\ 3-11 7/8" MICROL,4Th BEAM. BOTTOM FLUSH W/ CEILING. STRUCTURAL COLUMN. 'I ( Imo/;/a 2sc� STur P ?ST N N CN cN PAD FOR LANDING /REUSED DINING ROOM PATIO DOOR cz DECORATAVE CO 'MN/ RF. TRUSSES ROOM szt DROP NICROLAN BEAM K4'-0 1/2" HIGH BAR' COUNTER. DOOR q 77 DN ctiNK 00 0 PANTRY -z Sr N N in • I CD I CM EXIST. FURNAE CT CHASE-(:( To BE ABANDON) i CD if CY- rr I //;'/;','7/ '// /r; /i //r N BR3-W1 POSTS (THREE LOCATIONS) Di N-ki GRILL DECK CN crPOSIT 441-511 5c1'-6" VERIFY 301-0' SET BACK N OOP\ PLAN Lti CATEGORY I REQUIREMENTS: CONTINUOUS VAPOR RETARDER AND SEALED AIR BARRIER ON THE INTERIOR. CONTINUOUS BARRIER ON EXTERIOR PROTECTING AGAINST WIND WASH. SEALED PLUMBING / HEATING PENETRATIONS, ELECTRICAL BOXES 4 FAN HOUSINGS. SEALED RIM JOIST, WINDOW / DOOR FRAMES, TOPS OF INTERIOR PARTITIONS 4 BETWEEN WALL ASSEMBLIES. MECHANICAL VENTILATION SYSTEM WHICH REPLACES BY DIRECT OR INDIRECT MEANS, AIR FROM HABITABLE ROOMS WITH OUTDOOR AIR. DIRECT VENT, POWER VENT, OR SEALED COMBUSTION FURNACE, HATER HEATER OR GAS FIREPLACE. ANY SINGLE EXHAUST DEVICE OVER 300 CFM. WILL REQUIRE A SEALED COMBUSTION FURNACE OR AN ALTERNATE MAKE-UP SOURCE. ATTIC ACCESS : iF SPRAYED CEILING SEAL IS BROKEN, SEAL WITH CAULKING. IF ACCESS IS SMOOTH HOOD PANEL, WEATHER STRIP OPENING. NOTE: DUE TO ELECTRONIC REPRODUCTION, THIS PLAN MAY NOT SCALE CORRECTLY. THE HOUSE WILL BE BUILT ACCORDING TO THE DIMENSIONS SPECIFIED. ALL DIMENSIONS, CONDITIONS AND SPECIFICATIONS ARE SUBJECT TO FIELD VERIFICATION. SOME CHANGES MAY BE NECESSARY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. ALL ELECTRICAL SYMBOLS SHOWN ARE APPROXIMATE. ACTUAL PLACEMENT WILL BE DETERMINED BY THE ELECTRICIAN PER CODE REQUIREMENTS. CAULK * FLASH ALL EXTERIOR OPENINGS. VINYL LOUVERED VENT (TYP) ARCHED OPENING TO — \ MATCH WINDOW ARCH \ \ 12 8 EXISTING AND NEW ROOF SLOPES ARE ALL 4/12 EXCEPT WERE NOTED �N- 12 18 a MN U1 MINNNININNIINONINNMEINIINNimmIENNINNNOINI IIN....NN..MIEN..M.INI.... MNIONNIIMINNImimmlNENNEMINIIINNEININNENINMININNININININN Al MNLINNIMINtnIMINNNNINIMINNINIMMENNRENNIINENIIMMIINNINIM .—a.1111111NNINIINIWIIIENNUMPN -- IMINII B�� v \ �ENNIENN �NNNIENNENNININIIN� ��IIMMIINIMENNENININNENNINNIMIINIINNEN_ MI NM NINIONNINN �MONNINIGMINNENNEnMBIlimmum NUM NI IMNIMINfflinNENININNINNNEIIINIII �� NINNENNINNN \NES ��i�� �� -mmp mmi � ������� CMN NM mommit MilNIL Mil MININOrAl 1.1 ANN NI ANINIINImm NI innammadINI 11,111111 ■min aln •i a a 12 181-10 7/6' l—olI 12 VINYL LOUVERED VENT (TP) ASPHALT SHINGLES I ROOF VENTS TO MATCH EXISTING EXISTING AND NEW ROOF SLOPES ARE ALL 4/12 EXCEPT WERE NOTED i I I I i i 1 I 1 1 I 1 I I iii i I I I I I I I I 1 I i I 1 i I 1 I I 1 I 1111.1 i 1 I I I I 1 I 1 1 1 1 L I I I I II 1 II I 1 1 I 1 [ 1 1 IIJ rn a J I I I I I I I I I 1 SUN $ GRILL DECK STUCCO FACE CULTURED BRICK FACE — SUN $ GRILL DECK — RIGH1 ET, 7/111tH /1,JL L SCALE: I/4'H'-O' ASPHALT SHINGLES $ USE RIDGE VENTS VINYL LOUVERED VENT (TYP) EXISTING AND NEW ROOF SLOPES ARE ALL 4/12 EXCEPT WERE NOTED \ 12 GxG TRD POSTS COMPOSITE DECK COMPOSITE RAIL VINYL SIDING GX6 TRD POSTS COMPOSITE DECK COMPOSITE RAIL VINYL SI DING LEFT 1141JLEV /VT: 0 IA SCALE: 1/4u---1'—OH FIELD MODIFICATION KEY NOTES. 1. CHANGED FROM BAY WALLS TO REACTANGULAR kIALLS. 2. DELETED lAIINDOIA1 FRON TI—E PROJECT SCOPE Ci—ANGED TO FUTURE ITEMS. STUCCO FACE CULTURED BRICK FACE VINYL SI DING 0 _1 LC) LL1 uJ 3 C") tt cm JAN LAO L _ LLJ OSTER DRIVE 11 z (N1 LC) LL4 - - - Si-EET of it), 12 i'-0 3/4" APPROX. TRIM TO FIT �\ SCALE: V4"=1'-0" NOTES: 12"(V) X 18"(H) VAULTED CEILING OVER BRM. AREA. �3 q\/2"> MICROLAM DRS W/ 4" SPACER 12 SHIED ROOF@ GARAGE 1. EXISTING WINDOW HEADERS ARE 2-2X. USE TWO 1-3/4"X 7-74" 1" IICROLAM DRS OVER NEW WINDOW OPENINGS UPTO TO APPROXI. MATCH EXISTING. USE 1-,EADER SIZE AS NOTED FOR OTI--IER LARGER OPENINGS. 2. USE 7 1/2" ENERGY 1 -EEL ROOF TRUSSES FOR ALL NEW ROOF TRUSSES. 3. ALL ROOF TRUSSES ARE 4/12 SLOPE EXCEPT TWO GABLE ROOF TRUSSES ON FRONT OF T1- E HOUSE. 4. CONNNECT NEW FOUNDATION DRAIN L TO EXISTING LINE(S). NE 5. SEE WINDOW SCHEDULE ON SI-EET II FOR R.D. SIZE SILL I/2" CDX. PLYWD. SHEETING W/ CLIPS (TYP.) RF. RUSSES @ 24" O.C. GARAGE (W. STALL) .//-)\ \, G A R A G -AS \� 'SCALE: 1/4"=1'-0" 2" VENT SPACE W/ SHUTES (TYP.) \,X\ FIELD MODIFICATION KEY NOTES. 1. MOVED ENTIRE PLANNED SOUTH WALL TOWARD NORT1-- CONSTRUCTED @ I' G" SHORTER DIST. THAN ORIGINALLY PLAN. SEE PLAN VIEW.) 2. INCREASED FTG DEPTH TO MATCH EXISTING FTG. 3. ADDED DOOR FROM MUD RM TO GARAGE PER THE REQUEST FROM THE CITY INSPECTOR DURING INTERMEDIATE INSPECTIONS. 4. CHANGED FROM BAY WALLS TO RETANGULAR WALLS 5. DELETED VAULTED CEILING IN GABLE AREA. " 12 /3-1I 7/8" MICROLAM BEAM BEYOND. BOTTOM FLUS- W/ CEILING. SEE UPPER PLAN FOR LOCATION. NOTES (CONTINUES): G. INSULATION IN ACTTIC BETWEEN FLOOR JOISTS ARE PROVIDED, BUT NOT S WON IN EVERY VIEWS FOR CLARITY. MINIMUM OF 14" -IG" THICK (BRATT+LOOSE.) INSULATIO\ S --ALL BE PROVIDED FOR ATTIC E �" THCK INSULATION BRATT SHALL BE PLACED ("HERE POSSIBLE) BETWEEN FLR. TRUSSES. 2-7 I/2" MICROLAM DRS 2 STYROFOAM INSULATION (TYP.) SHED ROOF @ GARAGE MSTR BTHRM MSTR. BTHRM HALLWAY 4 STAIR TO LOWER LEVEL. / /" / / // / / / = / 2-H7/8" MICROLAM HDRS.2" STYROFOAM (TYP.) GARAGE (W. STALL) 7 5/8" STEP TO MUD ROOM -2 3/4" FI;NtS-1 GR Frissimin 4" CONC. SLAB SLOPE TO DOOR 4" WASHED SAND 4" CRUSHED ROCK I-5/8" CONC. CAP 1 -CRS. 6"x8" CONC. BLK. —/ 8" CONC. BLK. 16x8 CONC. FTG. — MICROLAM TO SIDE OF GRDR. TRUSS (oxo TRD. POSTS w/ANCHORS 12" DIA. CONC. FTG. 3 -SEASONS C3 Lu z 24'-0" m 00 cz sO D 3/4" T*G 053 —, 10" TRUSSES 24' O.C. \ DINING RM co N )SCALE: I/4"=1'-0" s FUTURE BD. RM. IRC & :N:\G FzIv 3— I I 7/5" DROPPED MICROLAMB TO SUPPORT RF. TRUSSES. I -CRS. 6"x8" CONC. BLK. (NOT @ OPENINGS) 811 CONC. BLK. I6"x8" CONC. FTG. 8" CONC. BLK. 16"x8" CONC. FTG. GA AG S SCALE: 1/4"=I' -0" D N 6x TRD. POSTS W/ANCHORS 2"-18" DI,. CONC. FTG.---/ NG M COMPOSITE DECKING 2x12 TRO. JOIST 16" O.C. COMPOSITE POST 4 RAIL 3-2x12 TRD NDRS. R-44 INSULATION (TYP.) 4 MIL. POLY V.B. (TYP.) 5/8" GYPSUM BRD. (TYP.) c0 - 3-11 7/8" FLUS -ED CROLAM TO BOTTOM OF EXI T. RF. TRUSESS. HANG RF TRUSSES TO THE BEAM. \DOOR ATO LONER LEVEL. 6'-8 3/4" TO HEADER. SIDE ENTERY (MUD ROOM) 24' -0" 11 _ \W w CO CZ co 3/4' PLYWOOD BACKING 3/4" TSG OS 16" TRUSSES 24" O.0 KITCHEN ROOF 2354 ASPHALT SHINGLES 254 ROOF FELT 1/2" OSB SHEATHING w/CLIPS ICE 4 WATER SHIELD. ROOF TRUSSES 24" O.C. BLOWN INSULATION R=44.00 4 MIL. POLY VAPOR BARRIOR 5/8" GYP. BD. R=.58 EXTERIOR AIR FILM R=.61 INTERIOR AIR FILM R=.61 TOTAL R=45.80 WALL EXTERIOR AIR FILM R=.71 SIDING R=.61 1/2" OSB SHEATHING R=2.06 2x6 STUDS 10" D.C. FIBERGLASS INSULATION R=19.00 4 MIL. POLY VAPOR BARRIOR 1/2" GYP. BD, R=.45 INTERIOR AIR FILM R=.61 TOTAL R=22.98 FOUNDAT ION 2x0 TREADED SILL w/SEALER I/2" ANCHOR BOLTS @ 3'-0" O.C. 12" FROM CORNER 1-1/2" STRYROFOAM INSUL. R=15 8" CONC. BLOCK WALL 16"x8° CONC. FOOTINGS TOTAL R=18.00 1/2" CDX. PLYWD. W/ CLIPS CUSTOM TRUSSES @ 24" O.C. 7-1/2" HEEL ON SOUTH SIDE. ALIGN N/ EXISTING TRUSSES. \ TYP. FASCIA DETAIL '2x4 SUB -FASCIA I' -O" lx6 FASCIA. SOFFIT TO MATCH EXIST. SOFFIT VENTS 3-11 7/8" FLUSHED MICROLAM TO THE BOTTOM OF EXIST. F TRUSSES. HANG NEW EXIST. FLR. TRUSSE TO THE BEAM. 4 FOUR 2X0 STUD POSTS (TYP. OF 3 POSTS. TWO ON EACH ENDS OF LAMB. BEAM. ONE APPROX. MID. POINT AS SH01AI LAUNDRY ROOM SIDING PER ELEVATION I/2" 053. SHEATHING 2X0 STUDS @ 10" O.C. 5 I/2" FBGLS. INSUL. R -IG 4 MIL POLY V.B. 1/2" GYPSUM BD. SPACE INF. CONC. SLAB - �- 1 5/8" CONC. CAP. 0 -CRS. 8" CONC. BLK. (CONC. FILLED) 16"x8" CONC. FTG. s DOOR TO STORAGE' AREA.(NOT SHOWN FOR CLARITY") SEE BASEMENT PLAN. A S D N SCALE: 1/4"=I'-0" /2 I I/2" RIDGID STYROFOAI'i BETWEEN 2x2 STUD FURRING 5 -CRS. 8" CONC. BLK. 16"x8" CONC. FTG. N G WATER PROOF MEMBRAIN I 1/2" RIDGID INSULATION FINISH GRADE DRAIN TILE AS REQUIRED & bENJANIN LAO it 0 11 1 V) 0 4 z 4_ W 20 OSTER DRIVE oz < (NN LO z LJ �t-;EET 10 of It / • x.11 ,i 1 1 R-44 INSULATION (TYP.) 4 MIL. POLY V.B. (TYP.) 5/8" GYPSUM BRD. (TYP.) c0 - 3-11 7/8" FLUS -ED CROLAM TO BOTTOM OF EXI T. RF. TRUSESS. HANG RF TRUSSES TO THE BEAM. \DOOR ATO LONER LEVEL. 6'-8 3/4" TO HEADER. SIDE ENTERY (MUD ROOM) 24' -0" 11 _ \W w CO CZ co 3/4' PLYWOOD BACKING 3/4" TSG OS 16" TRUSSES 24" O.0 KITCHEN ROOF 2354 ASPHALT SHINGLES 254 ROOF FELT 1/2" OSB SHEATHING w/CLIPS ICE 4 WATER SHIELD. ROOF TRUSSES 24" O.C. BLOWN INSULATION R=44.00 4 MIL. POLY VAPOR BARRIOR 5/8" GYP. BD. R=.58 EXTERIOR AIR FILM R=.61 INTERIOR AIR FILM R=.61 TOTAL R=45.80 WALL EXTERIOR AIR FILM R=.71 SIDING R=.61 1/2" OSB SHEATHING R=2.06 2x6 STUDS 10" D.C. FIBERGLASS INSULATION R=19.00 4 MIL. POLY VAPOR BARRIOR 1/2" GYP. BD, R=.45 INTERIOR AIR FILM R=.61 TOTAL R=22.98 FOUNDAT ION 2x0 TREADED SILL w/SEALER I/2" ANCHOR BOLTS @ 3'-0" O.C. 12" FROM CORNER 1-1/2" STRYROFOAM INSUL. R=15 8" CONC. BLOCK WALL 16"x8° CONC. FOOTINGS TOTAL R=18.00 1/2" CDX. PLYWD. W/ CLIPS CUSTOM TRUSSES @ 24" O.C. 7-1/2" HEEL ON SOUTH SIDE. ALIGN N/ EXISTING TRUSSES. \ TYP. FASCIA DETAIL '2x4 SUB -FASCIA I' -O" lx6 FASCIA. SOFFIT TO MATCH EXIST. SOFFIT VENTS 3-11 7/8" FLUSHED MICROLAM TO THE BOTTOM OF EXIST. F TRUSSES. HANG NEW EXIST. FLR. TRUSSE TO THE BEAM. 4 FOUR 2X0 STUD POSTS (TYP. OF 3 POSTS. TWO ON EACH ENDS OF LAMB. BEAM. ONE APPROX. MID. POINT AS SH01AI LAUNDRY ROOM SIDING PER ELEVATION I/2" 053. SHEATHING 2X0 STUDS @ 10" O.C. 5 I/2" FBGLS. INSUL. R -IG 4 MIL POLY V.B. 1/2" GYPSUM BD. SPACE INF. CONC. SLAB - �- 1 5/8" CONC. CAP. 0 -CRS. 8" CONC. BLK. (CONC. FILLED) 16"x8" CONC. FTG. s DOOR TO STORAGE' AREA.(NOT SHOWN FOR CLARITY") SEE BASEMENT PLAN. A S D N SCALE: 1/4"=I'-0" /2 I I/2" RIDGID STYROFOAI'i BETWEEN 2x2 STUD FURRING 5 -CRS. 8" CONC. BLK. 16"x8" CONC. FTG. N G WATER PROOF MEMBRAIN I 1/2" RIDGID INSULATION FINISH GRADE DRAIN TILE AS REQUIRED & bENJANIN LAO it 0 11 1 V) 0 4 z 4_ W 20 OSTER DRIVE oz < (NN LO z LJ �t-;EET 10 of It / X\ FIELD MODIFICATION KEY NOTES. i. MOVED ENTIRE PLANNED SOUTI- WALL TOWARD NORTH. CONSTRUCTED i G" SI-ORTER DIST. THAN ORIGINALLY PLAN SEE PLAN VIEW.) 2. INCREASED FTG DEPTI- TO HATCH EXISTING FTG. 3. CHNAGED CONSTRUCTION APPROACH. 4, DELETED UNCODITIONED PARTITION WALL OVER 4" LANDING PER THE REQUEST FROM THE CITY INSPECTOR DURING INTERMEDIATE INSPECTIONS. fr J r m ` _ V E Th PLAN VI 5. DELETED THE DEMOLITION OF EXIST. ENTRY HAY STAIR LANDING $ ITS FOOTINGS (SEE LOCATION OF EXISTING STAIR LANDING ON SHEET 3). EXISTING STEPS REMOVED. DOORS AJ SITYNOINOI' COMPOSITE DECKING 2x12 TRD. JOIST ;6" O.C. i\, COMPOSITE POST $ RAIL f1 3-2x12 TRD HD 3/4" 8/12 PITCH GABLE ROOFS T RIM OVERN TRUSS } o rco<\ _1 coz 4-2X6 STUD PT BELOW BEAM @ 3 LOCATION. SEE PLAN VIEWS. KITCHEN $ DINING G 1/2" MICROLAM BEAN OVER EXIST. ENTRYWAY OPEN IN L\ h 3-2X6 STUDS ON BOTH ENDS OF BEAM $ LOCATE THEM ON FOUNDATION WALL. 3-11 7/8" MICROLAM BEAM. FLUSH BOTTOM W/ CEILING JOIST. HANG NEW $ EXISTING RE. TRUSSES FROM THE BEAM. EXISTING ENTRY HALL REMOVED (SEE SHEET 2) LIVING RIM KITCHEN 2-7 I/2"i MICROLAM HDP. 2STYROFOAM INSUI FINISH GRADE -3-11 7/8" MICROLAM BEAM. FLUSH BOTTOM W/ BOTTOM OF FLR. TRUSSES. HANG NEW $ EXISTING FLR. TRUSSES FROM THE BEAM. LAUNDA)T FUTURE IUSF-7 DZ T o \ mco czz \s0 2-9 I/2" DROPPED MICROLAM HDR. 2" CULTURE STONE VENEER — 1/2" TRD. PLYWOOD OVER // STUDS /�—TRD. 2X4 / 1/ SILL PLATE STUCCO SURFACE OVER 2" PLYWOOD // AS SHOWN ON ELEVATIONS VIEWS ' / 6x6 TRD. POST �.�- 2x4 STUDS RAILING EACH SIDE 2x6 STUD HALLS TRD. PLATES LO 1 ARCHED OPENING ABOVE (STUCCO SURFACES) STUCCO FACE OVER 15"x15" COLUMN 6x6 TRD. POST 2x4 STUDS, TREATED. PLATE 2x4's TURNED FLAT I/2" TREATED PLYWOOD 3" CULTURED BRICK FACE OVER 15"x15" COLUMN 3G" HIGH —CONC. LANDING 4" THICK (MIN) 12" RIDGE FOAM INSULATION 8" CONC. BLK. 3'(W) X 4"(H) CONC. SIDEWALK FAMILY RM. 4-2X6 STUD POST BELOW BEAM @ 3 LOCATION. SEE PLAN VI EWS. GX6 i2"-18" DIA. CONC. FTG. 1'-0 2-9 1/2" FLU -I, MICROLAM HDR. 2" STYROFOAM INSULATION MASTER BATH 3/4" PLYWOOD BACKING 2-9 I/2" MICROLAM HDR. ' V A i! s i V ' ''SCALE: 1/4"=1'-0" WALL BEYOND co R-44 INSULATION \\— 4 MIL. POLY 5/8" GYPSUM BRD. 2 CAR GARAGE ctJ cn1 3/4" PLYW GARAGE TO HOUSE ENTRY DOOR D )BACKING ON STAIRS T P.)- EXISTING LIVING RM NEW I EXISTI G O N EXISTING LANDING $ STAIRS EXISTING BLOCK @ ENTRY CREATE OPENING FOR VENTING IV I l - MSTR BDRM OSB SHEA.TING ATTIC SIDE 1/2" OSB SHEATING 5/5" SHEETROCK (GARAGE SIDE) 2 CAR GARAGE 2-dI 1/2" FLUSH MICROLAM HDR. 2" STYROFOAM INSULATION - 4" CONC. SLAB EI 4" COMPACTED SAND 4" WASHED ROCK 1' (TYP.) I -CRS. 6''x8" CONC. BLK. 8" CONC. BLK. 16"x8" CONC. FTG. Ai 1 VA 2'-10 3/4" EXISTING WALL REMOVED. — RETAIN EXISTING FOOTING. & ! OW'R SCALE: I/4"=1'-0" I -CRS. b" CONC. BLK. 12" CONC, BLK. 20"x8" CONC. FTG. LIVING RM NEW I EXISTING EXIST. BASEMENT SUMP. (W/O PUMP) EXISTING HALL REMOVED. RETAIN EXISTING FOOTING. D VAS=FR 3D EV 'SCALE: I/4" =1 -0" • _U 16"x8" CONC. FTG. EXIST. LANDING W/ FTG. \ (EXIST. STEPS REMOVED) EXIST. COMPACTED SOIL. NOTES (CONTIN UES): 8" CONC. BLK. W/ 6"x8" CONC. FTG. STAIR STEP SUPPORT. COMPACTED SOIL G INSULATION IN ACTTIC $ BETWEEN FLOOR JO STS ARE PROVIDED/ BUT NOT S-IWON IN EVERY VIEWS FOR CLARITY. MINIMIUM OF iG"-IC" TI --IC< (BRATT+LOOSE) INSULATION S ALL BE PROVIDED FOR ATT C $ �" TI --1C< INSULATION BRATT SHALL BE PLACED (W ERE POSSIBLE) BETWEEN FLR. TRUSSES. DOOR PLAN VIEW @ 21-0" 71 -��SCALE: I/4"=1'-0" DOOR PLAN VIEW @ AVOVE V I N A (SEE SECTION A/I1 $ ELEVATIONS FOR MORE DETAILS.) V � - R.O. FOR WINDOW MAY CHNAGE SLIGHTLY TO GET STANDARD WINDOW SIZE AVAILABLE FROM SELECTED WINDOW MANUFACTURER. WINDOW ID# ARE SHOWN ON PLANS. 2. DOOR SIZES ARE SHOWN ON PLANS. ALL DOORS S-IALL AHVE NORMINAL HEIGHT 05 80'. WINDOW ID# ROUGH OPENING SILL HEIGHT W H WINDOW TYPE GLAZING NOTES BEDROOM 1 (OLD MASTER BRM) BR1-W1 55" BR1-W2 BR1-W3 BR1-W4 55" 24" 43.25" 43.25" 24" BEDROOM 2 BR2-W1 BR2-W2 55" 47.75" BEDROOM 3 BR3-W1 BR3-W2 55" 47.75" FUTURE BEDROOM 4 BR4-W1 BR4-W2 MASTER BRM MBR -W1 MBR -W2 MBR -W3 MBR -W4 MBR -W5 FAMILY ROOM FAM -W1 FAM -W2 FAM -W3 LIVING ROOM LIV-W 1 KITCHEN K 1 55" 55" 60.75 55" 32" 32" 32" 55" 32" 32" 55" 38" DINING RM DIN -W1 DIN -W2 SUN ROOM SUN -W1 SUN -W2 GARAGE GAR -W 1 GAR -W2 55" 32 55" 55" 32" W. ENTERY (MUD ROOM) 3 -SEASON PORCH /2\ 3-1 7/5" incRoLAN SEAM WRAP lA1/ ALUM. SIDING GXG TRD. POST 32" 16" 43.5" 43.5" 16" 55.5" 31" 55.5" 31" 43.25" 43.25" 60" 60" 67" 67" 32.5" 45.5" SLIDING SLIDING AWNING AWNING LOW E/ARGON LOW E/ARGON LOW E/ARGON LOW E/ARGON SLIDING LOW EIARGON SLIDING 32.5" SLIDING 46;75" 43.5" 43.5" 42" 42" 45.5" 24" 24" 55.5" 44.5" 55.5 21" 21" 44" 44" 44" 32.5" 42" 42" 42" 58.75" 58.75 SLIDING LOW E/ARGON LOW EIARGON LOW E/ARGON SLIDING LOW E/ARGON :SLIDING 2X4_ 2X4 REPLACES EXISTING WINDOW REPLACES EXISTING WINDOW 2X4 2X4 2X4 2X4 2X4 2X6 LOW E/ARGON 2X6 OA SEM ENT LOW E/ARGON 2X6 CASEMENT CASEMENT CASEMENT' AWNING CASEMENT FIX FIX CASEMENT SQUARE BAY CASEMENT CASEMENT CASEMENT AWNING N AWNING LOW E/ARGON LOW E/ARGON LOW E/ARGON LOW E/ARGON LOW E/ARGON LOW E/ARGON LOW E/ARGON LOW E/ARGON 2X6 2X6 2X6 2X6 2X4 2X6 2X7 2X4 LOW E/ARGON 2X6 LOW E/ARGON LOW E/ARGON LOW E/ARGON LOW E/ARGON LOW E/ARGON • 2X6 2X6 2X4 2X4 2X6 2X6 REPLACES EXISTING WINDOW REPLACES EXISTING WINDOW REPLACES EXISTING WINDOW REPLACES EXISTING WINDOW ARCH TOP EXISTING NINDON HEADERS ARE 2-2X8. OVER NINDON OPENINGS UDTO -0' TO TC- EXISTING. USE HEADER SIZE AS 2. USE 7 1/2' ENERGY 'HEEL ROOF TRUSSES FOR ALL NEN ROOF TRJSSES. 3. ALL ROOF TRUSSES ARE 4/12 SLOPE EXCEPT T1AO GABLE ROOF TRUSSES ON FRONT OF TI -E OUSE. 4. CONNINECT NEN FOUNDATION TO EXISTING LINE. DRAIN LINE LU LL - co CD DRAWv/DESIG\ED �Y CD LLI CM CZ Sfterr APA THE ENGINEERED WOOD ASSOCIATION Form No. TT -077 TECHNICRL TOPI.CS. Page 1 of 2 NARROW GARAGE WALL BRACING FOR ONE- AND TWO-STORY HOMES New portal frame designs, developed by APA, have been tested to show bracing performance that is comparable to existing code -permitted bracing for residential structures (APA Technical Topic TT -073). There is a frequent desire to use narrow wall designs without hold-downs at garage door openings. According to the code, in the lower seismic regions of the U.S., 24 -in. narrow wall designs can currently be applied with no hold-down devices when the home is fully sheathed with wood structural panels (see Section R602.10.5 of the 2003 International Residential Code). One drawback, however, is the one-story limitation for this application (see IRC Table R602.10.5 footnote b). The limitation represents a significant restriction since many dwellings have a second story over the garage. APA conducted a series of tests to justify expanding no -hold-down portal frame application recommendations to two-story dwellings, where the portal frame is applied to the first story in a fully sheathed structure in areas with low seismic risk (APA, 2003). Results of this test program show that 16 -in. -wide portal frame designs, with a 6:1 height -to -width ratio as measured at the vertical wall segment, performed comparably to wall bracing systems currently accepted in the IRC for use in any of three stories of a fully sheathed structure. APA tests show that the portal frame segment depicted in Figure 1 provides bracing -level performance that is comparable to IRC bracing permitted under multiple stories. Use of the detail shown in Figure 1, however, should be limited as follows: • Use next to garage door openings only. • Apply to the first story in residences of up to two stories. • Completely sheath the structure with wood structural panels and use wall .comer detailing as shown in Figure 1, per IRC Section R602.10.5. • Use only in Seismic Design Categories A -C, and limit to wind speed regions in accordance with the general conventional construction limitations stated in the IRC. References APA, 2003. Testing a Portal Frame Design For Use as Bracing in Fully Sheathed Structures. APA Report T2003-48. APA — The Engineered Wood Association. Tacoma, WA. Technical Services Division August 2003 ® 2003 APA -The Engineered Wood Association Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used. it cannot accept responsibility of product performance or designs as actually constructed. Consuft your local jurisdiction or design professional to assure compliance with code. constnrction. and performance requirements. 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number. (253) 555-7265 LL0-11 WJOd 31VDS 011ON 1IV130 ONIINV21d 213NaO0 'dJ.11N3V O3S • .. ...... _• SEE TYP. CORNER FRAMING DETAIL & \\ &61 411XI Zco / z >o \m ( £ m0 . m > c m / 3w \_oo z )9 'Ek2 .> 23 C■3c co @ E )r § m Z Z m 1 • 0z� o >M �rn� >m• k32zco § ■ 0rn m -ter? 0 Zr . *-o • ,09� >� 6 w>;> §/ .70{7 § >0 m p» >0 Oma Figure 1. Recommended construction details for APA portal frame bracing without hold-downs S d )r zw dreert-‘ 00x) 71/s4/ Building Inspection Department City of Eagan Subject: Field Modifications to City's Reviewed Construction Plans Permit No.: EA082718 Address: 1420 Oster Drive, Eagan, MN 55121 Please note that the following field modifications were made or will be made during the construction. The plan to make these changes was notified to the City inspection team before the modifications were made during foundation and footing inspections at the job site. Field Modifications: #1. The extension to the south of house was reduced by 1' 6". See attached partial revised plan of the drawing Sheet 5, 6, 7, & 11. #2. The existing front entry concrete landing and steps (with frost footings) were partially demolished and most of the concrete landing area were abandon in placed instead of excavating it out and creating a vault in its place and connecting to the existing sump area. The planned footing and foundation wall were constructed as planned and the building footprints/ dimensions were note altered. Instead of framed wood structure and wood subfloor concrete slab will be pour over the existing landing to create floor for that area. See attached partial revised plan of the drawing Sheet 5 & 11. #3. Garage to the main building entry door will be moved 4' to east so that it is on the footing wall below. An additional door will be installed between the garage and the access to the upper level stairway. See attached partial revised plan of the drawing Sheet 5, 6 & 11. Sincerely, Benjamin C. Lao Owner/Permit Holder (9) p :AM OVER OPENING. ENDS OF THEM ON ON WALL. 3TING ENTRY WALL ED (SEE SHEET 2) ?" MICROLAM HDR. - >TYROFOAM INSU L. 2 ` GI 1✓2" DROPPED MICROLAM 1 -IDR. STUCCO FACE OVER 15"x15" COLUMN 6x6 TRD. POST 2x4 STUDS, TREATED. PLATE 2x4's TURNED FLAT 1/2" TREATED PLYWOOD 3" CULTURED BRICK FACE OVER 15"x15" COLUMN 36" 1-11G1-1 4" CONC. SLAB 6 -CRS. 6" CONC. BLK. 16"x8" CONC. FTG. 3' -0" (N)X4"(H) SIDEWALK .S Y EXIST. BASEMENT SUMP. (N/0 PUMP), 4 -CRS. 6" CONC. BLK. 16 "x8" , CONC, FTG. COMPACED SOIL 6 -CRS. �►' + I -CRS. 8" CONC. BLK. 20"x8" CONC. FTG. NOTES (CONTINUES): ,TCON IFS ACTTI * BETNEEN GIST RE P � r! D �� U NOT I l\ SE) EDF BRA 5 13' '--)o o 0"\N / 30'-0" 30'-�� CONC. CURB & GUTTER (TYP) �- _- ii 1 i f �� o �� — 7j CL OF OSTER DR. \\ 0-,m O �� N. \ � A� �\; , 80' 0" _ 111' t 2 J ' AIS 7(7,�v� v ��\ 111141P � m C K _< z r (n W A 'V \V mWr.a_V\ :_-*,--..%; •'V ' 24 _0.. 2 \c\1 \\\ z A m _ ` ,P)''/ 1 • i i i I rliG� c) .. ll ij 1 n z � it .fly co `� N - /� --.-.-� \ II to III �, 9 c \ 1 _ —_- _---' 0 s. 1 r m m m.01,./,r N m; I \ () (S iiit ' m IJ o S �� m (n m0 _ O O 0 % II -I X II �� 30' 0" I , m -I 0I 12'-4 r : n z .4:13 1I t \ may` <vo . I .--so- s.. - —sy, - s -I-e>r -s.. _ -i —.. sacmm O _ Lill, � _I 24',I-0" ; _10 m o BUILDING SETBACK ONE J O r m >--I Z N m m m j ^ m T �ul N p m ��j% fp 30'-0" „Ol -All LL'' Ot v 4 1— n m 0 C 0 F w)>)> =D 6 z D z > D Z _1 ni 1.1 J U1 61 Ate/ c,N "4.--)T I"IIM"IUri BLDG. SETBACKS. PROPERTY LINES ft EXISTING fTl r- 1 X m ( ( - iii 0 — m YI m Z DING COVERAGE PERCENTAGE = 11% o m r- I DWELLING±GAR.AGE = 1270 `¢ m n FOUNDATION AREAS EXISTING (Sq.Ft) '_ONING = R-1 -OTAL EXISTING LOT AREA = 12,630 Sq.Ft O0-' cmo -IOmw> Ti Ti �I r0, XCO TIm 7J0^,,-- om - OD OmOC-o 0r- - 0 1 SC 0 mo ZCn ,-01--00D�A oe�, D= om 00 �z� ZmO� Z� 0= m0 mDmO /� IM Z Q - I z -0 X X X X X X WX �ii -' -moi N M--1 O Z Z Z Z Z Z 0_, 0 Z z G) G0 G) G0 C) G0 0 0) CO CO CO CO CO Ul - C C C C C rn _ _ A z1 X 9 CO O = 0 0 0 0 0 D C r U7 O n 0 m to m Z7 '- - Ut ('� m m N r z D m m 70 o m m O (P o D z A A- A m rm -< Z D CO CI CO r 0 z m m m r p rn O O, m z m- z 00 (p O m m m m 0 G7 + ,'ID7 D m 4- (/) D O m II C4 0 II J p ��� mmD �• tnOX > 7-,,mm-D ...00 NO my 0 -om Zorn mrCn nC�A-rm O N� GUl mr .p�DO O z'- 0-i Zcn =D O OW7[�7C D-IW mo�S KCn0 1m *; mm p0 000 mm m-i Z7 mN mOmWD D Zm mo OZ ZO o=O D�� G�ZOD-I O Z Z-I m C-1 mZ ,zA m m, „-> m D O ,a z ,' zzmm MCC) (:)C:'(/) O,-tC7�N zN D fl- Pi Z� �� rZm� Z O X Z N -I Z- O --� O O D N G) -< m =O� C�� D�ZOO !'0D BOJ ZmA mm G O m D O Z9 -n\ CO DC o O n m r to o m m m rn 0 0 O0IF o o m 05 m z D z m A o cnH a m m co — Y \ rtrt^^ W (J1 0tilL 171 OWNER : BENJAMIN if JANE LAO ADDRESS : 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE: EXISTING OVERALL SITE PLAN PROJECT 1420 OSTER DRIVE DRAWN/DESIGNED BY MIDWEST DRAFTING & DESIGN ,.I & BENJAMIN LAO Caci u, H EAGAN, MN 55121 DATE 04116102008 O ----- --� v ��N N CURB & GUTTER OF OSTER DRIVE (SEE OVERALL SITE PLAN) k 4y -I--:-_-_-.-..\\,.1.--/ PROPERTY LINE �� ` '-_ .� in -. 0 y� V �/ �� �. / 0 >ce. .--®-31.'"--- s"' 3".".-4431.'"-- 1 _., 0 �l�( / �� KC'A os, ----- // JIy�/i; i/v \:,§— i f/,� UTILITY EASEMENT LINE — II3 - "- . F,_ 'v of \\ —'_ .__ ate, ��_ / / / �-'-�i_ t ?/ -� \ III 4'_6.. 24'-0° 5'-0" ----- \ \ 1141 BUILDING SETBACK LINE BUILDING SETBACK LINE O\\\lri r i:'/ n O A 3 -7h, • Ifr-- 1TAaV --S V.6 .sb ,- A.�@.6wF,,,3--lPC''a ^ \ Q E B II -3— _ _ - Hi II t o UP. RISER egos Ip Ior m G D< ut \, / V z 1 _ I II II I� N A , //ll�' I •G C• it ,n �// nm rc 'd \� ON V m _ Q 11 IS, l r 1, j II o n ), N� L o a, < I P 15 D I g 6, NEW qP'ANDED ENTR'(WAY 8' BAY ABOVE 's\ 1 4 A\ %% \1 MIN. -�]/ = - % `-1 t•�� o NI -/-4- .--- � ♦ .,..... ...... .. ♦♦..:a \ 1. 40 oI D ce �,/ co , r Cl i - Dia r, � nn § r \ z m � `n Cm= A3 I z •- -a• 24-0“-, -� 4`.6 5"6• oT �°°13 '0 9 F , �I 6 �� �'" y _ 3� 2 , 30'-0” IIMMOMMIPIII � F O. �/ .-„ h ,11zS° BUILDING SETBACTYUTILITY EASEMENT LINE O m - � ❑ `-' J/ / m N - -- --f_::I C}- ❑ PROPERTY LINE ,.; ��Il Z 0171 D(l-I -I (l U1 N _' (SCJ z n �10 o m T CO (/) -0W C 0 Tm -I N. N r 0O l m Z7 xi Q1 Ti Z (710 Z I mpz DIS mcDU _pip CO m(nO7m� <AO h C7 m �3�m Ano i Ohm m C {r t1 cml rn3 SAD r !-- �-. 1♦.� ,♦/ �� J I 2 O m D -I m 2 p o �O O D O r Z -I O DZ �� ANn 6i mO 00 (DT. - n x KCii r ammo < rn '( Z Q - )NER (FOUNDATION) PLAN 1INIMUM SETBACK VARIANCE > =(nH I -I DSA X Ip r - u'mm rOm D C7-(10 ZZ -o AO CO -I DOm(7 r D U 1.1-10(1)(i) r0-1 f�1Cl 1 (n O 3 m��<� ==z D �OrnmA mAD mrniT =ON (l_imr -i00 Z"ern -ii DDAJn XIII �(lm� O(Pc mi -H 3 11 o<aL LI) n-11• Oy�� yzA t5z-(0 z rnm-0m 0mD -1 D m z z (B (_zl O �1 z3 m r z� O m > N30 A NCD i m 13 �3rn D O NC11H m D < or trn o p pp • to rn 0 Nz 70 z mU1 D -0 o D -{c m co co 3 70 m- D3 m p I D O <m co r ---1 D0 (zi-I mrn cncgcocnmo • cn-I� -10 Om o -4zD0-40 m=o OC coxm OOr°7,O1Co -1DZ7 -I r� O 00r-I0C C0-1-4 mr m� -°<U'zoi�cr n_o m oz o n��G cz�o ��z om 0 m o �mxNo� Oo KO o� 0 O Z Z�'J 0�g-0_o mv_), t -m me o v\�Dmm �o =� y� n�o��o� _o �� zmz m O mmm mm Om2 �AO mo cn 0 gOf�NZ A cD m DC(.1) — l'� F c. m X05-< D 0O o z5 m r Oo m o m RI Z c o 0 x D m + II co w < m D 0 < y 00 O m o m R. O O z co 'n n A c 0 D0 2 z II II N w co 0 w 1- m co o A w D m .. -zm z X� N) IX o ��K K -or o Do r AJO OCOMZ -) plc -I r 0��� D OZ Zm z rm., < Zc 1 D zm c-Z7D m- rrZiM Km NXmm �cn ooNj ��� mm o II II �0 • rn -I n lA � VC) o' 9 a>� S iio c,7313 0 R1 :�% SHEET 2 of 15 OWNER : BENJAMIN If JANE LAO ADDRESS : 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE: VARIANCE APPROVAL FOR MINIMUM BLDG. SETBACKS PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY MIDWEST DRAFTING & DESIGN C> X. & BENJAMIN LAO DATE 04116\02008 T1� Dx rn D CJ D Orn �r A -ODI rn zz O rri 0 -Di A rn rn rn CO bm u)▪ >_ OD rnz rm Zrn rd OA �z Z U rn '0 z rrn rn r CDi rn �rn �rn me 6N 7j dz Op • rn = rn 12°_8" OWNER BENJAMIN 4 JANE LAO ADDRESS : 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE: EXISTING LONER LEVEL DEMOLITION PLAN PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY MIDWEST DRAFTING & DESIGN & BENJAMIN LAO 04\16\02008 PROPERTY LINE DX D 71 X7 o Z1 N X 71 A 0D 00rnzrnrnNrnmrn pr 0 0 D. 31-H333 rnprnOrnAAJ000 -1 040 'rn�nrnrnrn O z� z302ArnrnpxX AApO :Urn D�0 O�poFo-no Dm 717J 71 -II rn 0Z �op_12 3 D-ng0 CnD r2rn3 03DN cm N0= -Di zri rrnnN= r"p 23rnrn AAcrnnc„i �Z rnDz- HD«.rn zlzI x�rnrn Z D om0N nD NDFN >>I - On zNDO G-ID� rrn L) pF D n P DZ�z L�rsnrn0 r p>zzO DOHrn r N ( D n •o = rn z rn X rn H-� I _1 rn z o 4 N rn BUILDING SETBACK LINE - N S", t rn m OWNER BENJAMIN t JANE LAO ADDRESS 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE: EXISTING MAIN FLR. DEMOLITION PLAN PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY MIDWEST DRAFTING & DESIGN DATE & BENJAMIN LAO 04\16\02008 �3-IVDG NOIlMN110A MN U D OWNER : BENJAMIN d JANE LAO ADDRESS : 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE; NEN FOUNDATION PLAN PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY MIDWEST DRAFTING & DESIGN & BENJAMIN LAO DATE 04116\02008 (P) 0 O 10'-3 1/2" 46'-O" 6'-6 1/2 -0 - 00 c A Ib' (r.0.B.) D LR. TRUSSES OA D 19.2" O.C. <O rnz 16" FLOG TRUSSES @ 24" O.C. O N O 16" FLR. TRUSSES @ 24" O.C. z rn 1 0 4'-1 3/8" BENCH SEAT 9'-0 3/4 f Nrn_ 0 D n NVTd-1;Ag7 0,o D C Z z 70 73 N-03 2. r GlD ZD < 2LZi rm Dm CSN g r zz <zm f Q cD �z m0 BENCH SEAT n r- 0 0 2 vM-1ael Ew-1219 4'-0" 5' 51'-0" 1/' 6, n 4'-5" OWNER BENJAMIN it JANE LAO ADDRESS 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE, NEW LOWER LEVEL PLAN PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY DATE MIDWEST DRAFTING 8 DESIGN & BENJAMIN LAO 04116\02008 „0-, I =„ 7/I 9�H7S rn z -n 0 0 0 z 10'-3 I/2" 10'-8 3/4" 6'-3 I/4" 24'-0 3'-3 I/2' 4'-4 3/4" 1,12 SUN '-0 1/2", wl A m ,& 1N2213 A 4' T-4 1/2" 7'-5 1/2 4'- 2 3 MBR -W4 4'-0" 5R3 -1N2 51'-0' 24'-0" BR2-W2 3 N / 4 -b 7 5' N OWNER : BENJAMIN +t JANE LAO ADDRESS : 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE: NEN UPPER LEVEL ROOF PLANS PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY MIDWEST DRAFTING & DESIGN & BENJAMIN LAO DATE 04\16\02008 —�_—. a_ o m - A ..... 8'-7 1/2" 8 MIn m s O s RE5 v in m x mm �m-I 3 c� z I'1 w - >p az 0D� 2a n prn �� ':f� ...� �� .,".. A N O� A , 3 9 A fA 1) 71 -� a N o O - FR CH cD Am Am. O3 D-mp �`j rrr 5 �� zn 9 8 tJ m m� 3A °` nm rnp 3 6" 6" \� A 11 W A 3 'o p h =._ � DN9 I I/4 _ 0011 �' RISER 3'-0" 11-1iv A -p� C 10 TREADS 2-9 1/4” FLUSH MICROLAM BEAM t �N p -4 11 —» z a oln (1N .. JBL JBLE OA 3 III I .te N A v U pi rn I-. =3I. ezeimeanagai 3r- 0 1- -1 N F o 11 11 MINIM �- : Co Y I � Mill -y - 12'-5 I/2" n.3 _ _ ..AMU , , _...... _ 'UP ... 41;``a\``c:-` DIN ->12 m 7 R15- �,.`,.`,..`.-000_..-,.;j, RF. TRUSSES P-6^ Qm m n 10" TREA rE _� s 73 2'_3" I'_9° , 3,y z w ' O n a c .,. '" lig � @ 24" O.G. _ N ';')-1,,, — — — II cn , �, " \' "�n4'-0" a A 0 ID = =m.. Z=>= p-1 r� 1 II P w 11 c Drti" II F33 I p Xn D. p�-rn Nm �. Ao` w Di= IIZ o IE III -Di r p o 1-z C1 p leO \, m0� p0� 3� p 2 ��_ 1 / \\ II Zoo (� . z3� m0 II 5 6" Cs� ��� ::: X33 �� u, 3� rn\sae LziNN 3k ��� 56 1/2" Z \ / 1 11`11 -N\ - )' j 1 3 - No '`!1, — -I 1/4" Palial ENCH SEAT — ti.- . ,, 11 4'-0 1/5" 3'q II �� z 30 Im I IIII 7C f RANGE L. FRIG. /W\ I o b A x z A rel '10 .� A -re -e • CLOSET z=A IIII mp o F SHELVES 1Z 0 sir RES .'. 4z1 p ON �^ s. -I, N w CD -1 III O 1 301-0" SET BACK j � �. c -C. -) 111 • C1 W F 3 01 D . BENCH SEAT',` I ` N) % /` n DA o --- I `n / it 0 m m m0 m A �bx6 TRD. POSTS w/ANCH 2x6&2X4 STUD WALLS 2-9 1/2" DROPPED MICRC ,...,.,,,.� 8R3 -14I •UD THREE 15) 11 47 ... .. .. ..... ..� cry 7 1 G' Nv --4 xi Q Ai 1.311 H ID 3 I 1 1 �.-o....... 3 ...... a .t... ,. ...n,. a c. ' �tiAa• t= O 4'-0" 5R3 -1N2 51'-0' 24'-0" BR2-W2 3 N / 4 -b 7 5' N OWNER : BENJAMIN +t JANE LAO ADDRESS : 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE: NEN UPPER LEVEL ROOF PLANS PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY MIDWEST DRAFTING & DESIGN & BENJAMIN LAO DATE 04\16\02008 G1` G MOIL VA II 25'-I" 1111111 1111 1 111 1100 11111 1mil 19' _3" (1 -3» DO Z<ND 0xm0 Z D xOAr zO mmAr Orc rncAr 0m'A-(m1r mczm m A1 n (7.1 A3 DZ pr q ADA 1,201 jzpN Zr n0m� c 0 D -( 2133 r 'D 0D(N0(3( NO r A-zi 3 m (11 r mO ,!t 0NZ OmA (D(11O� OAAOAo O O "'r N1N O(ml p pm E Nr m 31z Zia cm z 0 j00 -3<O rn Z z 33 m m r910 O=-4 N mm N 0 =mx -30 p rn N N� N 2 r 4 OWNER : BENJAMIN +1 JANE LAO ADDRESS : 1420 OSTER DRIVE EAGAN, MN 55121 ONND NmED 4100 DDA3 Etor, 3 mN Z70 D_(1 mpN OppI1 OCAr� Nam AA�n �mD OZ AZ 4Z107CD mnmz p, O(D1Z AO °I1 �C �m 00m r°pz xNr 3-- rc ZO AnN mXZ 17,,;3 T!!mm Zi Om mA 33Nm Ap NZN OE OoLZ1 Ap0 =Z0 Dc0 A EA1 ( Nm Dm AA A�Z m1A Dm x�3 mg Nm A z0 -NIDm Vzw b Ocmi 1A A EA D rn 0 O x D D Amm 0 A 8N Z3 Z m N N Nr SJN3W3?1I(10321 I J.?10h31V7 1 I IIII I 11i1�1111� iHflE 1111111111111; ifflirrumannunnin �1 1 iniiriiai1III 11 111111I■IIIIIlllIIIl111 D 'rm M vN rZ A Gl F.5> m0 Olin 0 M 0 AO rn z r 00 mrn ON DRAWING TITLE: NEW FRONT REAR ELEVATIONS PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY DATE MIDWEST DRAFTING & DESIGN & BENJAMIN LAO 04116102008 1111111111 110-11 V/I 91Y7S H NOIIVA JI en _n 7'_I" 25'-I" 7 - c ti r 03 (d,.1) 1N3A a3?�3/VtO1 1)NL N 0 0( 0A TD <r N_r -1Z oG' 3 DN n X_ H z OWNER BENJAMIN $ JANE LAO ADDRESS : 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE: NEN LEFT * RIGHT ELEVATIONS PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY MIDWEST DRAFTING & DESIGN & BENJAMIN LAO DATE 04\16\02008 r> 1 mrn ILrn. - V, O z� V 7 0 1 Qo 0 z H Vl A n0-, I„h/I 91b'JS w s 0 7'-2 5/8" WINDOW HEAD A 0 n A 70 Nor MoD mc i_ (8110 3 01-I1/8" VERIFY 7' -2 WINDOW w D 5/8" HEAD 6'-8 3/4" DOOR HEAD L 8'-I 1/8" y 2'-0 I/8" WINDOW HEAD 6'-8 3/4" DOOR HEAD M _p w N 730 -In D 00 AXD Os- iii7i; Orn Onr itlm mzX zNmO 0 PO zH rnx' zm 0FoTX m (�Z =0-4 xm mrn• yWz rn MU OComm OrnH NO X Jz u) M0 �0 mpD 1m rnrnb�D Hm >0 - 01 cm p -z =CJ z O �. Tx O ��nN U7 z 70 (TJB O 70 UB �1 > cl-rn m D Mr -I z N -I 3 N - I z mn u mrn0 1 =m c A z N r O U)5',0X O • m Z U O 0 '/3'-3 1/2' 9 RISERS= 5-8 3/8" G)81-II/8" 8'-I 1/8" VERIFY 0 rn rn H 20 m A O rn rn I=„frit 1Y S 11'-10 1/2" VAULTED CEILING 0 D 1 8' -0" 9'-7 7/8" APPROX. „3'-3 1/2 01 fz-4F �1 F13:1°"ti O �+ 7'-11 5/8" WINDOW HEAD 9 8'-1 I/8” MATCH EXIST 7'-2 5/8" WINDOW HEAD 1 W21H19 211SW 91-4 1/2" O hNIl13J C3 k`4tikkkk`4� 6'-8 3/4" 1 DOOR HEAD 1 START LEDGER 6' 4" DOWN FROM SUB-FLR Q1 (A D 2o Z L- mz- p fl rTI OZ zm,s0 !:- -n =z <700 -�-I(J1Hrrnrnz Dzr °z 7)0 r.„rn<0 co, zL0�A�� N x C m (101Dx-iD01m rn-19,- c(U Hm O"zd(41- (nand„3(01 toDrn zNz m-17 Etm 3O7ZO1 ;1- o / N UN' N - 0 0 t, —( -3m m 1 - -I-iNcm (OD10 D (3> ND n n D01 F r z 0 rn N (S3f1NILNOD) O(n O L m 9H OWNER : BENJAMIN It JANE LAO - ADDRESS : 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE: SECTIONS DETAILS —I PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY MIDWEST DRAFTING & DESIGN & BENJAMIN LAO DATE 04\16\02008 Q) ti N m 0 n D r m 6'-7 3/4" WINDOW HEAD _I 9'-2 7/8" 0 8•-6" WINDOW MEAD 1'-4 3/4" 4" rr N 7'_1" EAD ROOM Q 0 D w H Fri CP 0 Qo '9NI100:3 9NI151X3 NIY1321 L321 rnN 1 6) D r r A 3 O p n D D A ";':IM.: kkkkkk ... momI:ti 3 3 3 z 5 B'-1 I/8" 01 -I. U1 IJ - Om OO 70 0 �▪ ODmmX rn z rXD m to NE_ XZ H 77 DJ OrA-z mz Hn 0 00 r- -nm-00 .F.0 z� XT rnN 73NO 1-I o (P z =0�N m p wz r rn� z O F z- i)0 O� m. -0XX L rn rn opo rnrn • 0 rmm Om- �CZJL _c ZZ rn70, Hz DrnZ - -♦rn D 8ni ,m 713 =d 0 H -n mr mDc3X z 0 z HA mA XCM(1(I) M 0 CN 1�0 °MOOA IM m e m z N 6, D m H - zNT zrn�LIJ rn r 0 m N W 3_1 O X O 01 z rn ON' A z 0 m 4 mom mow IIIIIII 11111011111111 Q101Dz0z1-- rnM-I0m Oz r 6 r T. < rn-(TO C rnrD 1=m(r D z�a O10 - > = Z < 7'1 0 Ar rmz • DSn��z D (P - C10 "r. -11<n m,zp7��d-�-I mrcrnDnO(i • X H D m�0t7Jc07 O —I �m p�zOOOX _U) ni 3 -1 m 100>-I 0m Z�Z rn -I X C X r z0 z n O z 1 °(S3f1NI1N07) S310N 0 =ti Aft- <0 DZD rn z 00 NOOP O D• A 33 1000 F2 rn z m >0,IEZ p S 000 mm -IXo 10 ArrnnD � z z« (00 00 D ZD � rz4-m z 0rno z N 1*, r rD- m3� O t in 0 Em00 rn rn (A OZ 0 1 D r z 0 Qo v O ;Tna;HoS 00-,1=„b/1 31\7'7S A 0 H rn z I C) 0 C z STI` J :c OWNER BENJAMIN ft JANE LAO ADDRESS : 1420 OSTER DRIVE EAGAN, MN 55121 DRAWING TITLE: SECTIONS t DETAILS -2 PROJECT 1420 OSTER DRIVE EAGAN, MN 55121 DRAWN/DESIGNED BY MIDWEST DRAFTING & DESIGN & BENJAMIN LAO DATE 04116\02008