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525 Spruce St
r City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit #: Permit Fee: , Date Received: Staff: Giyg Dg 2010 RESIDENTIAL PLUMBING PERMIT APPLICATION Date:;,_1L _.l O Site Address: .5 SPR .2 sr Tenant: Suite #: RESIDENT / OWNER Name: Phone: Address / City / Zip: CONTRACTOR Name: 5C..-42"---- 7IuTh-b:vn r License #: 0 GS C351-0 _7 iivN Address: / 3j LI L( -3i t +i' kr-e- City: r- -, /Cv"N State: W\J Zip: SS 3-7 I Phone(G1'Z) 2:2,1 211 Contact: V C'v' & Email: C. N' CV k0 r. Q_CLO s CO`' TYPE OF WORK V New Replacement Repair Rebuild Modify Space _ Work in R.O.W. _ Description of work: PERMIT TYPE RESIDENTIAL Water Softener Water Heater Add Plumbing Fixtures (_ Main / Lower Level) Lawn Irrigation (_ RPZ / PVB) Water Turnaround Septic System New Abandonment RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation $50.50 Add Plumbing *Water Turnaround $100.50 Septic System $90.50 Fire Repair (replace (includes $.50 State Surcharge) Fixtures, Septic System Abandonment, Water Turnaround'` (includes $.50 State Surcharge) (add $166.00 if a 5/8" meter is required) New ($10.00 per as built) (includes County fee and $.50 State Surcharge) burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not t 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 pl 7 Aii,x Applicants Prted Name A tcan ignatu 4111 City of Eaaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink Permit #: / 1167 Permit Fee: Date Received: Staff: 2010 MECHANICAL�—PERMIT APPLICATION Date: CO' t —I Ga Site Address: 2$' S Ptd JL �fi Tenant: Suite #: RESIDENT / OWNER Name: Phone: Address / City / Zip: CONTRACTOR Name: "�-�,,'^ - b;nc‘,`l, License #: LI22- `m ' Address: 1 �7 L 97-0 `I- City: �('' 'Is" --\-.L5''' State: "4\1 Zip: CG --5-1 { Phone:( (s,I2)\22 1 —8(421 Contact:14 ( Vtg- Email: '. ' - cYV• TYPE OF WORK mew Replacement Additional Alteration Demolition Description of work: NOTE Roof mounted and ground mounted mechanical equipmennt is required to a screeene C ty Code Pleasetae, conct thMechanical Inspector for information on permittedscreening methods 4} w PERMIT TYPE RESIDENTIAL Furnace COMMERCIAL New Construction Interior Improvement Air Conditioner Install Piping Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Under / Above ground Tank (_ Install / Remove) Other " When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $.50 State Surcharge) $ TOTAL FEE $90.50 Fire repair (replace COMMERCIAL FEES: $70.50 Underground tank $50.50 Minimum (includes installation/removal OR State Surcharge) surcharge is $.50. increases by $.50 for each Permit Fee requires a $1.00 surcharge). Contract Value $ x 1% = $ Permit Fee - If Permit Fee is less than $1,000, = $ Surcharge - If Permit Fee is > $1,000, surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 = $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name ~ I ~ o~ RESIDENTIAL MECHANICAL ~ ~v ~ Permit Appfication City Of Eagan C C. b~ 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Please complete for: Single Family Dwellings & Townhomes and Condos whea permits aze requ'ved for euh unit Date ' ~ ~ ~ c~00 / Site Address_ ~`f~L~ Unit # Property Owner ~ms [~C~ ~E S Telephone ~i ( ~S~ G~ ~Z~~ - / ~ ~ 1 Contractar ( ~ `vl ~ `~~-~!1(~0 JYl ! ~i Sheet Address q 4{~ ~ U n( X p D i1,~~ Xl~ City ~,M1^ ~ State Y ~ ~ r 1 Zip ~~Q~-~ Telephone # ( ~(p~j ) f] ~{(o ' ~ °ZS ~ Bond L~ 9 0~~~ l~ Eapires: 5 0~ c~ The Applicant is _ Owner ~ Contractor _ Other Add-on, modifica6on or alteration to existing dwelling unit D~t~ Q $ Lti furnacereplacerrr€nt ~~10.A-4U~i~L~lCD ~FCI_ ~ cJ0.U0 ~ air exchanger a,p ~~y-,~~,.u~-1-~ ey d 2~ J D ~ airconditioner7jr> ~ New _ Replacement other State Surcharge $ .50 • Total $ I hereby apply for a Residenrial Mechanical Permit and acknowledge tUat the infonnation is complete and accurate; that the work will be in conformance with the ordinances and codes. of the City of Eagan and with the echanical Codes; khat I understand this is not a pernut, but only an application for a permit, and work is not to start without a pe t; that the work will be in accordance with the approved plan in the case of work wlrich requires a review and approval of p ~~`e'Y7-C,/ ~9~ T ApplicanYs 'nted Name pplicanY ign e Sb3~~c 2007 RESIDENTIAL BUILDING PERMIT APPLICATION ~ City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 NewConsWCtionReouiremenCS ~ RemodeUReoairReauirements OKceUseOnlv ' 3 registered site wrveys shmving sq. ft. of bl, sq. fl. of house; and all roofed areas 2 copies oF plan showing footings, beams, joisis Cerf of Survey Rectl Y_ N (20°h maximum bt coverage allrnved) 1 set of Ene~gy Calculafions fw heated additions Sdis Repat Y .N 1 Soils Report if proposed 6uilding is to be placed w d'sWrbed sdl 1 slte survey for addifions & decks Tiee Pres Plan Rea! _Y N, P ~ P ~g pti y ePresReqwred. _Y _N 2 copies of lan shovri beam 8 window s'aes; oured found des" n, etc. Addifion-ind'r,ate iJon-sife se c s s~em Tre, 1 set of Energy Calcula6on5 On;-site Sephc System Y_ N 3 aples d Tree Preservation Plan'rf IW pWtted after 7/7/93 Rim Jas[ Dehail Op6ms selectiai sheet (buildngs wAh 3 w less units) Minnegasca mechanical verNlativn form Plans are considered ublic information uniess ou state the are trade secret and the reason. Date ~ / ~ / Construction Cost SiteAddress ~LJ SQ~S~~ UniUSte # i , Description of Work .N ~ ~LT~- S ,y/.F,Qrt~~'~ - I~f ~~-5 L' `ilM~~[1~ FT "P~+NT . t MuIN-Family Bldg _ Y~ N Fireplace(s) _ 0 ~ 1 _ 2 ~~~,An Property Owner ~ F 2y ~d"'~e~n~'"WU'"~ ~F-~!~ Telephone # ( ) ~7 -7 ! 7~~ Contractor ~111~5 ~ 7S"IL'~vt ~,~~7_~ Address C~64S°I ~ L~~ City C d~~l/ ~i~A•2<~ State ~ Zip ~ Telephone # (9~ ) -Ge S-7 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Categorv I _ Minnesota Rules 7672 Energy COde Category , Residential Ventilation Categary 1 Worksheet • New Energy Code Worksheet (~submissiontype) Submitled Submitted . Energy Envelope Calculations Submitted In the last 12 month . has the Cify of Eagan issued a permit for a similar plan based on a master plan? _ Y ~ N If yes, date and address of master plan: Licensed Plumber Telephone ) Mechanical Contractor Telephone ~ Sewer/WaterContractor Telephone#( ) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ~~R-~G :cJi y . ~~1~15 ~Cf'a-~l ~j ~ s ~ ~ 1/OCa.,v kXC .a C~ =+~Rnk r ~ Applicant's rinted Name ApplicanYs Signature DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bidg ~ 02 SF Dwelling ? 08 O6-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01of_plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn.(4-sea.) ? 33 Ext.Alt-SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo/pergola) ? 36 Multi Misc. 05 03-plex ? 1 t 10-plex ? 19 Lower Levei ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous rk 7 es 31 New ? 35 Int Improvement ? 38 ~emolish interior ? 44 Siding 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ~ ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolitlon (Entire Bldg) - Give PCA handout to appliwnt DeSC~IDtI0I1: Watar Damage _ Yes , Valuation Occupancy MCES System Plan Review 100%or 25% Census Code ~ Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # af Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) Sheetrock _ Footings (deck) ~ Final/C.O. - _ Footings (addition) _ FinaUNo C.O. Foundation - HVAC Drain Tile Other Roof Ice & Water Final Pool Ftgs AidG Final ~ Framing ' _ Siding _ Stucco Lath ~ Stone Lath _Brick ,C. Fireplace ~ R.L ~/AirTest Final _ Windows y,~ Insulation _ Retaining Wall Approved By: ~ , Building Inspector Base Fee Surcharge ~~GL~~ ~ Dl Plan Review I MC/ES SAC ~V1~I City SAC Utility Connection Charge S8W Permit & Surcharge Treatment Plant License Search Copies Other Total OCT-02-2006 16~04 ULTEIG MPLS 7635711168 P.02 w • 4 ' ' , engineers ~0 N~ i . aKa.,~~.~~~ MEMO 5201 E, Ri~r Roed, Suite 308 Minneapolis, MN 55421-1027 Phone: 763.571.2500 F~e: 763.572.II&8 Date: October 2, 2006 To: Bruce Pope w/ Millennium Signature Homes, Inc. 22561 Goshen Blvd, PO Box 82 Belle Plaine, MN 56011 From: Craig Oswell, PE (Ulteig Engineers) Subject: 525 Spruce 5treet, 8agan, MN # 7 3 o j 8 Project Nunnber: 206.1103 Bruce Pope, with Milleru~ium Sigiciatuxe Homes, Inc., requested that 'Ulteig Engic?eers review a cantilevered stair landing and steel beam framing above the garage for the proposed residence located at 525 Spruce Street, Eagan, MN. LJlteig performed a stntctural engineering review of the cantilevered floor joists at the stair landing, the support beam at the end oE the joist backspan location, the steel beams above the garage, and the support structure for these steel beams. From our calculations, member sizes and appropriate connections were designed and incorporated into the architectural drawings as redlined comments. ReEer to the attached partial redlined architectvral sheets as well as the original architectural drawings for more information. 1. The (3) 1'/a' x 9'/4' 'V'ersa-Lam stair landing beam is to be fastened together with (3) rows of 16d nails spaced at 12" on center. The specified nailing pattem is to be applied to each side of the beam. 2. Custom top-flange hangers are to be welded to the end of the W12x50 steel beams above the garage that will fasten to the Vetsa-Lam garage door header. Refer to the attached struc~tural drawing Eor detailing of this connection The framing described above and shown on the attaChed redlines is structurally adequate to suppozt all required design loads, All consuuction is to be done in acmrdance with standazd industry practice and in accordance with the Code. Minneapolis, MN . petroit Lakes, MN . Fargo, NO • Bismarck, ND • Sioux Falfs, 3D www.utteig.com OCT-02-2006 16~04 ULTEIG MPLS 7635711168 P.03 . . # • Millennium Signature Iiomes, (nc, ' Ulteig Project No. 206.1103 October 2, 2006 Page 2 Contact Ulteig with any questions or concerns, Craig Oswell, PE CLO (rpm) Attar_hments; Redlined Architectuxal Drawings (2 Pages) Structural Drawing I hereby certify that thi5 plan, 5peafication or report was prepared by me or under my direct sapervision and that 1 am a duly licensed professional engineer under t aws o ie St e o~ ~nnesoW. ~~/y~~/\~ ~ - c~~iy -~--y ~ / Cra~g Oswell, PE Minnesota Registration No. 42341 Date: 1012/Oh . ; ~ DESIGN AND DETAILING OF THE ATTACHMENT ~F A STEEL BEAM TO AN LVL GARAGE D~OR HEADER. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. ~IES. 1, REFER TO THE PREVIOUS MEMO CPR~JECT N0. 206.0767 DATED 6-16-06) BY ULTEIG FOR MURE INFORMATI~N TO BEAM LOCATION AND GENERAL INFORMATION 2.~WNER AND CONTRACTOR ARE TD VERIFY ALL DIMENSI~NS C~NDITIUNS PRI~R TD W~RK. CONTACT ENGINEER IF ANY DISCREPANCIES ARISE, MATFRtAI S STEEL BEAM: Fy= 50 KSI MIN, MINNESOTA STATE BUILDING CODE ~ STEEL ANGLE: Fy = 36 KSI MIN, w/ AMMENDED 2000 IBC/IRC LVL~ Fb = 2,600 PSI i Fv = 285 PSI E = 2,000,000 PSI Q 7x4x~ x 12" LONG ~ ~R BENT PLATE w/ WELD 4" EQUAL DIMENSIONS i MIN. EACH ' SIDE ~F ~6~ WEB 2b¢" MIN. ' ; _ _ _ _ I 0 0 ! ih io ~ ~ ~ 13~" 1~¢" ~ C4> 3¢"0 x 5" W12x50 STEEL HEAM C3) 1~'4'xll~" ; LAG SCREWS VERSA-LAM i LVL BEAM ~ DETAIL/SECTI~N STEEL BEAM CONNECTION TO LVL GARAGE DO~R ~ HEADER ~ f 2" 9 r~'-'8 Z ~ i Cobblestone Millennium Signature Homes, Inc. ~1924 B6th Court East, 22567 Goshen 81W, PO Box 82 Inver Grove heights, MN 6eile Plaines, MN 56011 szo~eas~awerqoeesuireso¢ ~ne~eev~en~ry~naii~.svian.epedreaeuno<<eoort q~~ oam oesuipnm Mlnneapolls.Mlnnesota55t41 'A'~P~ePa~MmeoruMermyClrecisupaMCion 82&'OB Coordnation B' PMne:l63511?500 Fgv'. ]50.5)1.1168 ~~tlMa~lamBMlyliC0n98dROlasslm0lErgm~~ untler Me laws ol tlro Slateal Mlnmeob. B~xnad ~ 0.imi t&m - Faigp- A9msa~l'S ~ S~iou~ Fatls WeE: vrvw.ulleigcom %mtName: 'aengineers , orawnar: Rra~Maac c,o~eurvuroe~~ ~ ~ CM1xLeEBY' NYenMrh 519~ Uafe'. ~n1P amR . Fq~~oretlBY' CraigOSwell Oala: $/~fQ6 icemeNUmGx: 4~ SM1eB~e: ~ nl 1 I Mu1G-Loaded Beam[ AISC 9th Ed ASD ] Ver: 6.00.63 By. Justin , Lyman Lumber Company on: 0405-2006 Project: - Loca6on: Summary: A992-50 W 12x50 x 21.0 FT Section Ade uate B: 75.59~ Controllin Factor. Moment of Inertia LOADING DIAGRAM Pt P2 - _B A . Centar Span = 21 ft Reactlons ive Load Dead Load Total Load Uolift Load A 8370 Lb 4197 Lb 12567 Lb 0~ L6 B . 7021 Lb 4392 Lb 11413 Lb 0 Lb ~ Center Soan Uniform Loading ~ ~ive Load Dead Load Sielf Weiaht Total Load W 0 Plf 0 Plf 50 Plf 50 Plf ~ Trapezoidal Loading ~ Left LL el~ ft ~L Riaht LL Right DL Load Start Load End TR1 440 Plf ~ 110 Plf 440 Plf ~ 110 PIF 0 Ft 10 F4 ~ TR2 280 Plf 150 Plf 280 Plf 150 Plf 10 Ft 15 Ft ~ TR3 360 Plf 233 Plf 380 PIf 233 Plf 10 Ft . 15 Ft Point Loading , - Live Load Dead Load Location P7 6286 Lb 3217 Lb ~ ~ 10 Ft - P2 1505 Lb 1307 Lb 15 Ft i Multi-Loaded Beam( AISC 9th Ed ASD 1 Ver. 6.40.63 ~ By: Justin , Lyma~ Lumber Company on: 04-05-2006 : 10:31:04 AM Proiect: - Location: ~ Summary: A992-50 W i 2x50 x 21.0 FT Section Adequate By: 75.5qo Controlling Factor: Moment of Inertia Center Span ~etlections: DLD-Center- 021 IN Dead Load: . LLD-Center- 0.38 IN = L/657 Live Load: TLD-Center- 0.60 IN = U421 TotaiLoad: Center Span Left End Reactions (Support A): LL-Rxn-A= 8370 LB Live Load: , DL-Run-A= 4197 ~B Dead Load: TL-Rxn-A= 12567 LB Total Load: g~_q= 1,1q IN Bearinq Lenqth Required (Beam only, support capacity not checked): Center Span Ripht End Reactions (Support BJ: ~ LL-Rxn-B= 7021 LB Live Load: ~ DL-Rxn-6= 4392 LB Dead Load: TL-Wcn-6= 11413 LB To[al Load: - g~_g- t,'14 IN Bearing Length Required (Beam only, support capacity not checked): _ . 8eam Data: 21.0 FT Center Span LenAth: Lu2-Top= 0.0 FT ~ Center Span Unbraced Lenpth-7op of Beam: Lu2-Bottom= 21.0 FT Center Span Unbraced Length-Bottom of Beam: U 360 Live Load Deflect. Criteria: 240 Total Load Deflect Criteria: Cen[er Span Loading: Unifortn Load: µ,~_2- 0 PLF Live Load: wD-2= ~ 0 PLF Dead Load: ~ BSW= 50 PLF 8eam Self Weigh[: v„7.Z_ 50 PLF - Total Load: - . Point Load 1 ~ pL1-2= 6286 LB Lfve Load: PD1-2= 3217 LB ~ Dead Load: X1-2= 10.0 FT Locatio~ (From left end of span): Point Load 2 ~ p~_2- 1505 L8 Live Load: pD2-2= 1307 LB Dead Load: ~_2_ . 15.0 FT Locatlon (From left end of span): Trepewidal Load 1 TRL-Lek-1-2= - 440 PLF Left Live Load: TRD-Left-1-2= ~ 10 PLF Left Dead Load: TRL-Riqht-l-2= 440 PLF Riqht Live Load: TRO-Right-l-2= 110 PLF Ripht Dead Load: q_~_2_ 0.0 FT Load SNart: g_1-2= 10.0 FT Load End: p.~_z= 10.0 FT ~ Load Lenglh: - . ~ Trapezoidal Load 2 ~ TRL-Left-2-2= ~ 280 PLF Left Live Load: TRD-Left-2-2= 150 PLF Left Dead Load: TRL-RiS7ht-2-2= 28D PLF Riaht Live Load: TRD-Right-2-2= ~ 150 PLF . Ripht Dead Load: q_2_2- ~0.0 FT Load Start: g_Z_2= 15.0 FT Load End: ~_Z_2= 5.0 FT Load Length: Trapezoidal Load 3 TRL-Left3-2= 380 PLF Lek Live Load: . Paae: 2 Multi-Loaded Beamf A~SC 9th Ed ASD 1 Ver. 6.00.63 8y: Justin , Lyman Lumber Company on: 04-05-2006 : 10:31:04 AM Project: - Location: TR~-Left-3-2= 233 PLF Lefl Dead Load: TRL-Ripht-3-2= 360 ~ PLF Ripht Live Load: Ris~ht Dead Load: TRD-Righ[-3-2= 233 PLF Load Start: A-3-2= 10.0 FT Load End: - B-3-2= 15.0 FT Load Lenpth: G3-2= 5.0 FT Properties for: W 12z50/A992-50 Yield Stress: Fy= 50 K51 ModulusofElasticlry: - E= 29000 KSI Depth: d= 12.19 IN ~ Web Thickness: . ~ tvr 0.37 IN ~ Flanpe Width: bf= 8.08 IN Flanpe Th7ckness: t(= O.fi4 IN Distance to Web Toe of FilleL k= 1.14 IN Moment of Inertia About X•X A~ds: Irz= 391.00 IN4 Section Modulus About X-X Axis: Sx= 6420 IN3 Radius of Gvration of Compression Flanpe + 113 of Web: n= Z.~~ ~N Design PropeAies per AISC Steel Construction Manual: - ~ Flange Bucklinp Ratio: FBR= 6.31 . Allowahle FlanAe Buckling RaUo: AFBR= 9.19 Web BucklinSt Ratio: . WBR= 32.95 Allowa6le Web Buckiina Ratio: AWBR= 90.51 Controllinp Unbraced Lenpth: Lb= 0.0 FT Limitinq Unbraced Leni7th for Fb=.6fi`Fy: Lc= 724 FT Allowable Bendinq Stress: Fb= 33.0 K51 Web Heipht to Thickness Ratlo: h/hnr 29.49 Limitinp Web Heipht to Thickness Ratio for Fv=.4'Fy: hAw-Limft= 53.74 Allowable Shear Stress: Fv= 20.0 KSI ~esign Requirements Comparison: - Controllinq Moment: M= 95430 FT-LB 10.08 Ft~from 18tt suppOrt Of SDan 2(Center Span) Critical moment created by combining all dead bads and live loads on span(s) 2 Nominal Moment Strength: Mr- 176550 FT-LB Controllinp Shear: V= 12567 LB At lek support of span 2(Center Soan) Critical shear created by combining all dead loads and live loads on span(s) 2 NominalShearStrenpth: Vr- 90206 LB Moment oF Inertia (Deflec[ion): Ireq= 222.73 IN4 ~ 1= 391.00 IN4 Listed below are the projects by address and who they aze financed by: First Construction Credit Acquisition Corp. 6889 Rowland Rd. Suite 100 Eden Prairie, MN 55344 Contact Person: Raymond Lesnar 952-294-2113 `~525 Spruce S~- Eagan 574 Caylin Ct. - Eagan 1884 86`" Ct. - Inver Grove Heights I 924 86~h Ct. - Inver Grove Heights Vision Bank 4725 Highway 7 St. Louis Park, MN 55416 Contact Person: Brian Weimer 952-848-2265 529 Spruce St. - Eagan 557 Spruce St. - Eagan 562 S~se~. - Eagan ~p,y t,-~ 1967 86ih Ct. - Inver Grove Heights Februazy 19, 2007 Bruce Pope 22561 Goshen Blvd. Belle Plaine, MN 56011 To Whom It May Concern: This Letter is to inform you that Millennium Signature Homes, Inc is no longer doing business as December 31, 2006. The principles of the company are in bankruptcy. I am no longer employed at Millennium Signature Homes, Inc thus I am unable to make decisions on behalf of the company. Please remove my name and contractors number from any permits and or forms connected with this company. My contractor's license number is BC-20327504. Regards, Bruce Pope ~ ~J;;,_.. ~ = li',1!%'; l _ i~jl ,c~B 2 2 200) ~J~ ~l ~ 200~ RESIDENTIAL PLUMBING PeRnniTaPp~icaTioN ~r ~ CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Do not combine inside and outside. piumbin on the same a lication; separate applications and ermits are required. Date ~ I ~ 1 V ~ ~ SiteStreetAddress ~5 ~C.~~ Unit# Property Owner 7~~c9''~~ Telephone # ( ) Contractor ~,L.1"JGG~ ~J u z tJ~ Te{ephone L`~, ,c/yd `a~ ~ Address ~ City State Zip The Applicant is: _ Owner & Occupant Licensed Plumbing Contrector Septic System _ New , Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Fire Repair (replace burned out fixtures, etc.) $ 90.00 This fee a lies when extensive lumbin re airs are made to a buildin . Alterations to existing dwelling $ 50.~0 Add plumbing fixtures to _ main level lower level. This fee includes installation of a water softener and/or water heater at the same time. If you are insfa/ling onl a water softener and/or wafer heafer, do not complete this section; move to the next section and place a checkmark ne~R to the appliance(s) you are installing. _Septic Sys#em Abandonment _Water Turnaround (add $136.00 if a 5/8" meter is required) Other. Water Softener _ Water Heater $ 15.00 _ new _ replacement Lawn Irrigation _RPZ _PVB ^new _repair _rebuild $ 30.00 State Surcharge $ .50 Towi ~ o~ ?"~n~.rz -/~c"i~.J $ 3~ ,SG~ I hereby apply for a Residential Plumbing Permit and ackno dge that the infortnation is complete and accurate; that the work will be in contormance with the ordinances and codes of the City of Eagan and the plumbing c des; t af I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work wi b' r nce with the approved plan in the event a pla/~n is req/u~ired to be reviewed nd approved. ~ ~ii i,.~ ~~4J ll,+.? or~PJ ~ ~ ~ ApplicanYs Printed Name ApplicanYs ignature I j: . PQ'.1~038 - to~13 . t9 . a , • 2(IU6 RESIDENTIAL B~TILDING PERMPI' APPLICA110`~N :,3o3~t - ~ ,5~ ^ City Of Eagan MP "13p`~kl - .~a 3$30 Pilot Knob Road, Eagan MN 55122 TelepLone # 651-675-5675 FAX # 651-675-5694 ~3o~F3 QS ~ ReriodeYRev~It~M+uiraneMs OlftteU5e0idr ~Y~~~ ~.......a....rmR"snvnnin~ds p~jySp(~~10~91opE1h5,60a~,P~ CBRdSwvcyfEe~d Y _N 3~y~s~eriy~gs9.RdlatsQ.2dhase:aM~fodMae~ 1se1dE+~agY~forAeaEedadd6ms TreeResPlanRaod ~ (20%~blWRf'agea~ed) TteeRalt~~ -Y ~ z~piesdqa~s~J~^aw5~dws~P~ia°'d~.~ ~ ~q~ ~a~a.~g~A~ a~ies~~" -Y - ,~~r~ir~~ '~11 9~lesofTneP~eserv~Plan'rf1otP~~7/1FJ3 ~H RimJOistDefeilOptlonsselecVaishe~lbua6n9swith3alessunitsl? 1c~ . Mw~c~asco mechanical veotilation fo~m I r a(~ 5~~ ~c.a~- . ca~.n~n~c~ ~ 3~,5 3 8S ~ -1__ ue~usc~ # siteAaaresc ~ aT /a BLoCiK 2 (.ON G Ar R F~ - E G SS n~r:nnon oswork l~/G~ /~.n. ~c~ 2cK,Ttc~l~ ~SlNG-(~ F141`~(1 LY ~e'b ! Oe.~T/ AL Mutti-Famity Bldg _ Y,G N F17ePma($) - Z property Owner j1~C-~N/?1 UM ~l csN.~ITU~E ~a r1~S Telephone R(r,SD_ ~J 73 y~8 ContraMor l<<I l`~NIJkJNI ~S~ ~~t/ATURE N~7p/~S -(1~Rvc.~ R~ ~r I naa.~ P O Bc~~ 82 c~ty~Fa r~ P~/~4l~vE State MN Zip~~O~ « TeSephone#~S~Z) ~ 7~' ~N~_ . ~ ! ~.~Ckl ~vV COMPLETE TNIS AREA ONLY IF COi~1$TRUCTING A NEIM BUILDIPIG ~ ~ ~ - Minnesota Rules 7670 Cate~orv 1 A4innesota Rules 7672 Energy Code Cate9ory . rtesiderdiai vemiiation categmY t worksheet % t Ne"~w ~ y'Code workshcet (J su6mission tYDe) Suamttad . Energy Erwabpe Cakula~ims S~mitled . _ In the lasi 12 months has ihe Ciry of Eagan issuetl a permii for a similar plan bcued on a master plan2 _ Y ~ N If yes, daTe and address ot mnster plan: -prrv~l~nlc~ A~v> ~censed Plumber soi17~1 MEtTt~*J NE'n-rINCr Telephone #FISZ} ~'Ic1 Z- 33`r°1 p 04 Mechanical Contractor . ~.I~ ~ ~'4 'I-Iecv~~~J ~~°~i Telephone #(~S ~ ~14 0 - 33 ~9 2 ~ ) Sewer/Water Contractor s rh~ ` Telephone ) I hereby apply for a Residential Buitding Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval ofplans. ~.~~u~ / o v-c~ Applicant's Prin Name icanYs i ~ , , ~ ' DO NOT WRI7'E BELOW THI5 LINE . Sub TVDeS d 20 Pool ? 30 Accessory BW9 ? 01 Foundation ? W 05-piex ? 73 16-P~x ~ 21 Porchf3-~a.) ? 31 Ext.Alt-Mutti ~ 02 SF Chvelling ? 09 O6-P~x ? 16 Fireplace PO~A~n.14~a.) ? 33 6R. A1[ - SF ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 23 Pach (saeenf9~bD1 ? MuIG AA~isa ? 04 02~1ex ? 10 08-WeX ? 18 Deck ? t 1 74Wex ? 19 Lovrer Level ? 24 Stam Damage ? OS 03-P~ ? 25 Miscellaneous ? O6 04-plex ? 12 12-plex Work ? 35 Int ImprovemeM ? 38 Demolish Interior ? 44 Sidirg 31 New ? 32 Addition ? 36 Move Building Q 42 D~s~disl~ Foundation ? 4a` Fire Repair ? 37 DemdisP Buik)vg' 0 43 Reroof ? 4E 1M15f~OWS^~CCS ? 33 Alteradon ? 34 R~18cemeM `Demolifion IEMire BM91' G{ve PCA handout to aPP~ant DeSCfiD~i0I1: Y1~Oar D~ge _ Yes Valuation o~ Oowpancy ~-1~2 MCES System PlanReview _~106%or_25% _ Census Code Za~~~9 r--~ C~~ snc unite O~ Stories 6ooster Pump # of Units ~ S4- Ft fi ~v # of Bldps ~ length ~ q, Fire Sprinklered Type of Const Width `~7,,.~ I REQUIRED INSPECTIONS ~ Footings (new bldg) Sheevock Footings (deck) ~C, Final/C.O. Footings (addition) _ ~inal/No C.O. ~C Foundation _ HVAC Dmm Tile Roof Ice & Wa[er Final Pool Ffgs Air/Gas Tests Final ~ Framing _ Siding Stucco Lath Stone Lath _Brick tC Fireplace ~ R.I. ~ Air Test Final _ Windows ~ [nsuladon r Retaining Wall ~ Approved By: ~ Buiiding Inspector~ ~ Su harge /~j~~J" YL (~j Y-t X~S = f 9 S'G ~ Plan Review D MC/ES SAC M 13~.f.~? ~ ~ ~a ~ ~ _ ~~i'~ ~ cro snc '~L n ~ 7 ? y ~ Utility Connedion Charge ~~•'~v~ ~ 1~ S&W Permit 8 Suncharge gq' y Treatrnent Pfard ~'~'J „ ~ ~ ~ y/~ I y~ License Search Copies -dSD'41~ `~'f y ~ ~ 7 ~ / ~'/t f t'~l L~C~ Other '~jTu3 v`~P Total , ~ 2.~+'>C~ l~~~lG- ~ ~99,~s~ , , ~ Pennft # PermR ~ate REScheck Software Version 3.7.3 Compliance Certificate Project Title: Cobblestone Report Date: ov~aros Data filename: Cobblestone2.rck Energy Code: 2000 Minne9ota Energy Code LocaHon: Oakota County, Mlnrresote Constnxtion Type: Single Family Glazing Area Percentage: 23% Consvuction Site: Owner/Agern: Designer/CoMractor: Lot 10, &ock 2 Homestead Vill~qe Bnx:e Pope Eagan, MN Millennium Signature Homes, Inc Permit Date: Feb BM 2006 P.O. Box 82 Beil6 Plain6, MN 56011 952.873.3450 . . . . . ~ Ceiling 1: Flat Ceiling or Scissor Truss: 1422 38.0 0.0 43 Wall 1: Wood Frame, 16° o.c.: 492 19.0 0.0 21 Window 1: Above-Grede:Vinyl Frame:Do~ble Pane with Low-E: 101 0.350 35 Door 3: Glass: 41 0.320 13 Basement Wall 2: Insulffied Concrete Fortns: 932 10.0 58 Wall 2; Wood Frame, 16" o.c.: 1310 19.0 0.0 56 Wirniow 3: Above-Grade:Vinyl Frame:Double Pane wiTh Low-E: 266 0.350 93 Door 1: Solitl: 20 0.350 7 Door 2: Glass: 83 0.320 27 Wall 3: WooO Frame, 16" o.c.: 10.37 19.0 0.0 52 Window 4: Above-Grade:Ynyl Frame:DOUble Pane with Low-E: 158 0.350 55 Floor 1: All-WOOd JoisUTruss:Over Outside Air: 469 38.0 0.0 12 Furnace t: Forced Hot Air: 92 AFUE Air Conditioner 1: Elecfic Central Air: 13 SEER Compliance SYatemenY. The proposed builtling design described here is consisteM with the building plans, specitications, and other ca~ulations submitted wi[h Uie pertnit application. The proposeU building has been designed to meet the 2000 Minnesota Energy Code requirertreMS in REScheck Version 3.7.3 and to comply wilh the marMatory requiremerds listed in the RES~k Inspecqon ChecklisL^~' _ ~-r~, 7"~l , ( ) ~ S ti , ~~v. s , a.-- 1 ~ - o ~ Buil~enDbei ner Company Nama Date Cobblestone Page 1 ot 1 ~ ~ ~ ~ro~?~ts c~nssrs~~tEO~+.1r~c. PLAN RELEASE FORM Plan# MSNooI .5'L5 SPRH~E. ST. ~~u.+4~+E. P1anName Cob'VI.fGSi'Or~~'• 1-oT lo ~~~tc, 2- ~S~O This Plan Release Agreement is made and entered 'wto on Z~ l lA ' OI.Q by MANLEY BROTHERS CONSTAUCTION (the "Setler") and the PROSPECTIVE BIII'ER (as identified below). Defined Terms and Specific Date. The following shall appiy with respact to this Agreement: M~L~fctl~uM s~6r~tTwiE. NCMFS Name(s) of Prospective Buyer Prospective Buyer's current address Manley Brothers Cons~uction Inc. will extend the use of plan M S}~ oo ~ to M~4t5+~1~N M~a1i~S . This Copyrighted Manley Brothers Construction Inc. plan can only be used one time and shall not be duplicated for profit or sate by M i 4~E.d f ur~t Her~ E3 . This letter shall act as a"PermiY' for the one time use of this plan. It is also agreed that this plan can be mod'rfied by the buyer for ehe specific use and functioas of their personal desiga Any fiuther drafting or changes drawn by Manley Brothecs Conslruction will ba billed at $60.00 per hour. Manley $mthars Consiruction Inc. can supply a hard copy of plens, as well as a digital copy of the plans if requestad. Manley Brothers agrees to this arrangement for the one time fee of ~~Od • OD . SELLER: PROSPECTIVE BUYER: MANLEY $ROTHERS CONSTRUCTION By: - 4 ~ LOT SURVEY CHECKLI5T FOR RESIDENTIAL BUILDINCa PERMIT APPLICATION PROPERTY LEGAL: IO ~~~C~C Z, ~A ACICS ~ 1~ ~ ~ATE OF SURVEY: ZIZ3 LATEST REVISIQN: m ~ c A s U v O z ¢ DOCUMENT STANDARDS ,J2' • Registered Land Surveyor signature and company y7' ? ? • Building Permit Applicant ~ ? ? . Legal description ,B' ? ? • Address ? ? ~ • North arrow and scale J2~ 0 ~ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) • Directional drainage arrows with siope/gradient % ,8' • Proposed/existing sewer and water services & inveA elevation ? ? • Street name ,H • Driveway (grade & width - in R!W and back of curb, 22' max.) ? ? . Lot Square Footage . ~ ? ? • Lot Coverage ELEVATIONS Existin ~ ? ? . Property corners • Top of curb at the driveway and property line eMensions ,e' • Elevations of any existing adjacent homes • Adequate footing depth of structures due to adjacent utility trenches ? ? • Watenvays (pond, stream, etc.) Proposed ? ? • Garage floor ,B' ? ? . Basement floor ~ ? ? . Lowest exposed elevation (walkouUwindow) ,S' ? ? . Property corners ,2' • Front and rear of home at the foundation PONDING AREA (if applicable) ? ? • Easement line ? ~ ? • NWL ? ~ ? • HWL ? ~ ? • Pond # desig~ation ? ~ ? • Emergency Overtlow Elevation ~ ? ? • Pond/Wetlandbufferdelineation Y . Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ~8 ? ? • Lot Iines/Bearings & dimensions .P1 D? • Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) • Show all easements of record and any City utilities within those easements ~X • Setbacks of proposed structure an yard set6ack of adjacent existing structures fd' ? ? • Retaining wall requirements: / Reviewed By: Date `f'~/5L/O~ G:/FORMSlBuilding Pertnit Application Rev. 11-26-04 . I , LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDINGPERMITAPPLICATION ~ PROPERTYLEGAL 1~O~~I~c Z-~ I-O~'~A AU'e5 I S~I~~~~%6Y~ DATE OF SURVEY: ZI Z3I~ L LATEST REVISI~N: d ~ c R L ~i~ U Y a a DOCUMENT STANDARDS OZ ¢ ~ ? • Registered Land Surveyor signature and company ? ? • Building Permit Applicant ~S / II~ . ~ p ? . Legal description ~'137, _ r~' ? ? • Address '/~J - • North arrow and scale K r ~ • House lype (rambler, walkout, split wlo, split entry, lookout, etc.) . ,~g • Directional drainage arrows with slope/gradient % -~7~'ta n ,e( . Proposed/existing sewer and water services & invert elevation `~il ? ? • Street name ~ ,g • Driveway (grade & width - in RNU and back of curb, 22' mau.) ~ ? ? • Lot Square Footage ~ _ h~ ~.d ? 0 • Lot Coverage ~ ~ ELEVATIONS q Existin ` ~ ~ ~ ? ? • Property wrners s~`' • y~ ~j~/ ? . Top of curb at the driveway and property line extensions Q) ,g • Elevations of any existing adjacent homes ~~j1/ ~O ,9' ? 0 • Adequate footing depth of strudures due to adjacent utility trenches ? ? . Waterways (pond, stream, etc.) Prooosed „m ? ? • Garage floor ,g' ? ? • Basement floor ~ ? ? . Lowest exposed elevation (walkouVwindow) ,p~ ? ? . Property comers jd' • Front and rear of home at the foundation PONDING AREA (if aqplicable) ? ~ ? • Easement line ~ 0 ~ ? • NWL ? ~ p • HWL ? ? • Pond # designation ? p ? • Emergency OverFlOw Elevation ? ~ ? . PondlWetland buffer delineation Y ~N . Shoreland Zoning Overlay Distrid Y ~t • Conservation Easements DIMENSIONS ~g ? ? • Lot Iines/Bearings & dimensions g?? . Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) p' • Show all easements of record and any City utilities within those easements ~Y • Setbacks of proposed structure an s yard setback of adjacent existing sfructures . Retaining wall requirements: 1 l ~ Reviewed By: Date '~'~~~/Ob G:/FORMSBuilding Permit Application Rev. 11-26-04 BEARINGS ARE ASSUMED SYMBOL LEGEND LONG ACRES 15T ADDIl10N iPl~l ~ ~ IRON PIPE FOUND e f~ m ~ ~ REBAR SET ~ OFFSET SPRUCE STREET ~ ~ (WiTH ELEVATION) 9 I BENCHMARK (TNH) ~c 3 x ssa.o~ EXISTING SPOT ELEVATION B~ K 959.5 PROPOSED FINAL GRADE LOT AREA=13,607 SQ FT LEGAL DESCRIPTION OF PROPERTY: ~or covERncE=2o~ ~ Lot 10, Block 2, LONG ACRES 1ST ADDITION, Dakota County, Minnesota. ~ ~ :1 RAauimum Siopes ~~y~;~in~,na ~I esas N89'49'18"E 108.20 g62.B6 ul~^,~ 12'34 ' 10~ DRAINAGE & UTILIT7 EASEMENT 964.0 ~ ~V 3~ x 960.57 X 961.76 ~ ~ 957.7 X~g'j5 ~ 983.0 0 959.6 X 957.33 v, ~ y,A . s~~~!y ~--~-4--~ 15' BUILDING SE7BACK , 7 ~ ~ DECK ABaVE ~ 95~p6 cy~ 958.0 : 95 3~~ I 961.0 961.0 ~ ~ x 958.07 ~ EGRESS ~ NOTE: FOUNDATION ~NOOw ~~N g 32~ g N ~ DIMENSIONS DO i° ° 'O ssz.o sea.s N ~ NOT INCLU~E THE hh' z ~ 4~ ~ / 2" STONE LE~GE. + w' ~ 8Z~ ~ ~~•0° ~~3 ~e 963.5 ~ ~ $ .i PROPOSED~ -F9`'8 ~ sse.s w, m HOUSE i a 19.0 4.00 i ~ 966.05 N 9 ^ ~ la ~ i Px~ i GARAGE ~ ~ O ~ ~a 8 1 0 i p ~ I~ o~ ~ ABOVE J ~o ~ O ~o VACANT LOT r° ~ N~~ ~ gs.oo; ssi.a ' 9~ ~ a.oo Z~ ~ m N z u 9h'" ~s N> tzoo s g n.ao a F~ + 958.0 :m ~1: 962i0o d 18.00 E.u :m i o I' X L~ 3 `oE PORCH 28.00 0 6S 966.40 W TABLE OF ELEVATIONS z ; i - _ ~ _ _ .~°+5$ X 963.B9 GARAGE FLOOR 962.0 ~ y ~ ~~<.oo 0 30 ~~~p~NC sEtsnCK.. r h~' ~I o p 962'0 ~958.69 TOP OF GARAGE BLOCK 962.3 O~ a~ TOP OF HOUSE BLOCK 964.4 ~ O 3r ~SB'~6 ~ ~ BASEMENT 955.7 O N1~ q./ ~ ~NyNgpZN ~ yo~ L O O K O U T 9 S a. 9 Z + / I I I i n ~ c 9 59 ~ ~ F9 ~ ~ `X 958.151 I ! ~ - ENT O k956.3p j pR INAGE & UTILITY EA p~ ~2 2 g6~'S x 962.94 ~ji ~Q W`~ ~ 956.8 i~ 6 SJ. rp HJ sss.ar ' ° ,~~6 ~ 9g R=752. 7 0~ 1~ 17 c~, a~ a€ i - 7iz.o 9 ; - y~yR=~52• yb. 9i,~4,2 » ate S z ~3'47'18 g5 CH=~$•9 ~ G~ ~d~~ „._-~_¢-g~--"' ~ CH BRG=S87'27~07"~~~~~~~~ ~ CH BRC~,~S'4 ' o ,.-w-°-..-- w ~SAN~TAR wSEWER -`J m o SPRUCE STREET ~ N. ~ SCALE IN FEET IM1erebyceeitytM1a~lhiaplan.spadfira~ionarepw~ vvnmH~,a: MillenniumSignatureHOmes ~ waso~wareatvmaarunaermrairensiw~on s'is~ea: 22561GOSh¢OBlvd. am mau am a awy ucensee iaie smveya ume~ O 30 ~ ~^eiaosmmas~aiaoimm~:me. oa~a: a~ o~are.H~tar: ~<ean Be11ePlaine,MN56011 "~m~ oaro A~~~~ ~ CERTIFICATE OF SURVEY FOR~ 0 9/4I08 CityCammanb ACH 6lsmartk-Dahoi~Lakes-Faryo-Alinrespolis-SlourFells p miaros ~oicwereaex acH szmeanai.araoae.swwsoe 525SPRUCESTREET p anaroe r+warea~~ ncH M'""eapo°',M''""~°~~t21-102~ EAGAN,MINNESOTA ~ C2&US Malllle.] WIMVx Wells ACH P~ore: ~C3.5]1.2500 Faz: ]83.SI11188 wae: w..+..mrere.mm "THE COBBLESTONE" ~engineers ~,~~a, Aa~^~~~~ P~;~~m~= zOe0lss/~ cnedad er: wan crea~ oare~ ree,uarv za. zooe f _ O C NppmvadBy: WeIlGregay SM1eeS: 1 af 1 V L.J BEARINGS ARE ASSUMED SYMBOL LEGEND LONG ACRES 1ST ADDInON ~ • IRON PIPE FOUND ~ e c ~ REBAR SET ~ OFFSET SPRUCE STREET (WITH ELEVATION) ~ ~ BENCHMARK (TNH) 9 ~c 3 x ese.o~ EXISTING SPOT ELEVATION e~ K 959.5 PROPOSED FINAL GRADE :7 a7CIPYIU LEGAL DESCRIPTIQN OF PROPERTY: or R~4aining Wall ~10 LOT COVERAGE o 0%Q FT ~ ~a iy~~quired ot I G ACRES 1ST ADDITION, Dakota Cou y, Minnesota. ~ By _ 9 5 N89'49'18"E 08.20 6 A.iC T p ~~Z'34 ` 10' DRAINAGE & UTI TY EASEMENT 964.0 ~ y: Z~ x 0.57 x 9 ~ EA AN EMGIR~VG DE~' ss~. x .'~?y~ - - - - - - - - - - ssa.o ~ 0 957.53 iO . . - ~y o~-,~~-~2.~~ -~015" BUILDING SE7BACK ~ N ~ f 4955.5 ECK/P 1959.5 jO ~95g0bX 958.07 I ~ 3 N ~ ~P ~ ~ P NOTE: FOUNDATION ~ , DIMENSIONS DO ~ ~ 'O 963.8 ~ ss i~^ ~ NOT INCLUDE THE „h Iy I ~ zx 2" STONE LEDGE. + ~ <~°D ~ f~.oo ~0'3 ,e 963.52 ~ g ROP SEDi 'Fq58 ~ K z 19.0 m . rn m 4.00 HOU$ ~ W ~ z FB-LO ~ $ 1 0 N~ ~ ess.os w 9 01 ~ 9 11I CANT i RAGE i ~ p O dl LO A g ABOVE I ' ~ ° n S Oi VACANT LOT rr~ w o N> ~ 6.00 ~ J ` °i 4~ m m O 9ykp~^~ ~ a~ m~1 120D g $ 1' ~ 4.00 0 lo (n Z II F~ I: 963~0 ° 18.00 g :m ° ~ ~ + ~ O1 ~ /o PORCH 28.00 ~~=I~ $68 966.40 W TABLE OF ELEVATIONS ~ 9~'~ ~ x963.89 ~14.00 0 30 gUILDING _ T~~~ a GARAGE FLOOR 963.8 „I ~~I ~ A ~ ' ~ys ss TOP OF BLOCK 965.5 ~ 5 963.0 ~ I ~ 8 ~s nI ~ BASEMENT 956.8 O I SAN SQtV +lo LOOKOUT 960. Z INV=950.2 ~ ~ 6 ~ p~: ~M~ ~ I ^ %g59. _ ~ g5 ~ yry~; 'X 958.151 I ~ _ NOTE: THE GARAG + /r ~B pR INAGE & UTIL~n' EASEMEN 163 96~ x 962.94 FLOOR HAS BEEN J ~ 2826. 956.8 / .~g•46 6 1 57.gg 7.4 DROPPED 1.7 FE . sss.ar 7 R=752.1 e i o~ s~ ~aa ~Q~ ~ =~52. y ,6. ~,nc~~~c Q ~ 950. -4•2s~3o~ ~3•47'18 CH=58~,_95 ' m_ A~RMAI~_,„~~g~-~ CH BRG=SH7'Z7'O7"W '~r € w ~ " CH BRC~S83~18 4 ' ° - ° ~ wSANI ARY~SEWER y,~~ -`J m 3 SPRUCE STREET ; w o ~ ~ SCALE IN FEET: ,~.,,,Yro~;y,n~,~mzw=~.~~«~~~+ vPnMNpnB: Wl, MillenniumSignatureHomes ~ waaDraParetlWmeoruMermYAatsWemsim Si9~' i am inm i am a awy ~kemed ~~e s~r,~w ~~de, 22561 Goshen Blvd. 0 30 '_;.e'm~.sormas~ewmMmn.sou oaie: a uwnseN ex: ieees gylle Plaine, MN 56011 Noinber CERTIFICATE OF SURVEY FOR: m ~Wi mmanlz. Biemerck-OeValLexvs-Fapo-Minra~olla-slounFalls ~ . _ ~ m- ~mcwa ,•e ACH • 5201EaziFiveeeam,w~aoe ' S25SPRUCESTREET M1OnpDy011e.M10OB9di~~~~~~ EAGAN, MINNESOTA P~anB: J61.5]12500 Fm: ]Bl.S/1.1169 wae:..n..mmre~rom "THE COBBLESTONE" I ~ OrawnBy'. AaronHOls~etll PmenNUmEer: t88 . , engineers ~ ~O~ ~ Vil1 . 1 CM1xkeEBy: WdI~G~eYY DAe: FWtuarv2J.2~LY'i RWrwBC9Y: WMG~nH~`"Y S~ee6: 1 o~t DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Single Family Garage _ Multi _ Deck 01 of Plex Lower Level Accessory Building WORK TYPES New Addition exwithic.rt Alteration POW ✓mej Replace Livc/eo p parkes,ir Retaining Wall Interior Improvement Move Building Fire Repair Repair DESCRIPTION Valuation Plan Review (25%_ 100%) Census Code # of Units', # of Buildings Type of Construction 4311, 1 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water Final 1 Framing Fireplace: Rough In Air Test Insulation Meter Size: Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories , Square Feet Length Width Final Siding Reroof Windows Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Demolish Building* Demolish Interior Demolish Foundation Egress Window _ Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required HVAC Other: Pool: _Footings Air/Gas Tests _ Siding: Stucco Lath _Stone Lath Windows Retaining Wall: Footings Backfill Final Radon Control Erosion Control , Building Inspector Final Brick ty0 /2el/9c-ihrs Pkiwaaj 194:/l, iTf, 73o3S. 8230 Page 2 of 2 August 9, 2010 Steve Lowe Star Bank - Eden Prairie 250 Prairie Center Drive Eden Prairie, MN 55344-7819 Mattson Macdonald Young structural engineers Basset Creek Business Center 901 North 3rd Street, #100 Minneapolis, MN 55401 612-827-7825 voice 612-827-0805 fax Re: Structural Review Property at 525 Spruce Street, Eagan, Minnesota I have visited the above site and met with the contractor currently performing repairs and finish work for the above referenced single family residence in Eagan Minnesota. The purpose of my visit was to observe the existing condition of the building, review repair work noted on previous inspection reports and make recommendations for any other deficiencies that I may discover during my visit. It is my understanding that other contractors have previously been involved in the construction of the residence and due to financial difficulties have abandoned the project prior to receiving a final inspection and certificate of occupancy from the City of Eagan. It is further my understanding that Steve Erickson has been hired by Star Bank to complete any work needed to obtain a satisfactory final inspection. I was contacted by Steve Erickson to aid in this work by performing a structural engineering review of building modifications not illustrated on the original plans and to review the outstanding issues highlighted in previous city inspection reports. The following is a summary of my observations and recommendations. I visited the residence and met with the contractor to observe the current state of the existing construction. At the time of my visit a good portion of the framing was enclosed behind finish materials. was able to gain access to the attic space, which allowed me to observe the condition and layout of the roof framing. The contractor had removed floor sheathing, which allowed me to observe the condition, size and layout of the framing that infilled the main hall clerestory to form a larger second floor stair landing. The finish material was removed from the triple Lvl beam that spanned the opening between the kitchen and living room, which allowed me to verify the size and number of members that make-up the beam. In the basement area I was able to observe the framing members as the majority of this space was unfinished. In addition to the observations performed at the site and data recorded during my visit, the contractor provided me with a copy of the original construction documents for the residence. These documents are titled "Millenium Signature Homes, Inc. Lot 10 block 2 Long Acres 1st Addition, 525 Spruce Street, Eagan MN". I received drawings 1 thru 11 of 11, dated 3-20-06. I also had a conversation with the building inspector for the City of Eagan and he emailed me a copy of the inspection report that outlined the outstanding issues. Roof Framing: I observed the condition and layout of the roof framing from within the attic space. The inspector has noted that a copy of the original truss engineering is not on file with the City. I made several attempts to determine the truss supplier in order to see if the original calculations could be obtained but was not successful. However, what I observed was a uniform, logical layout of trusses forming the roof. The trusses were obviously factory assembled and it appeared to me that systematic thought and care was used in the layout and configuration of the trusses. The attached drawings Sk-S2 and Sk-S3 illustrate mm08-09a.docx Page 1 of 3 525 Spruce St, Eagan 8/9/10 the roof truss framing that I determined from my observations. In spite of the lack of engineered drawings or existing shop drawings it is my opinion that the trusses were supplied by a competent truss supplier and based on my previous experience with the local industry, I am confident that any trusses supplied for this project by a local supplier were designed to meet the requirements of the Minnesota State Building Code. Second Floor Framing: Two specific items were noted as a concern that was not illustrated on the original construction documents. 1. The addition of a beam and the removal of a bearing wall between the kitchen and the family room. I have performed calculations for this condition and find that the triple 11 7/8" Lvl member is adequate to support the anticipated loads from the roof and second floor. This condition is illustrated on the attached drawing Sk-S2. 2. The infill framing that closed the clerestory over the main hall at the first floor landing of the stair. I have performed calculations for this condition and find that the 11 7/8" I joists used to frame this opening are acceptable. I observed that they were connected properly with joist hangers at each end. The existing opening headers at each bearing end of the new joists will have adequate capacity to support the additional floor load. This condition is illustrated on the attached drawing Sk- S2. First Floor Framing/Basement Area: I noted two items that require attention. I discussed these with the contractor at the site. 1. The bearing walls on each side of the stair opening require blocking at midheight between the existing studs. The attached drawing Sk-S1 illustrates this location. 2. The existing 6x6 posts in the basement had been notched previously for support of a beam. I indicated that these posts should be reinforced with two additional trimmer studs under the beam that is supported on the notch. This condition is illustrated on drawing Sk —S1. The location of the notched columns is also indicated. Rear Deck support: The support post at the corner of the rear deck is bearing on the extreme edge of the concrete foundation pier. I indicated that the post should be moved so that it is centered on the concrete pier. 1 have performed calculations for this condition and find that the deck beam can adequately cantilever the approximate 1' distance that will result from the relocation of the post. In addition to the items noted above, the City of Eagan provided me with a list of issues left from previous inspection visits by the city inspector. I will address those items that relate to the structural system for the building. "Add gable end blocking at lower part of gable". It was not clear what area of the building this pertained to. However, I did not note any gable ends within the areas that I could observe that appeared to need additional blocking. Areas that I observed appeared to be properly blocked. "Add support for roof at s.w.side" I believe that this comment relates to the fact that there is a 1/2" difference in the building dimension between the first and second floor at the southwest corner of the building. It is not clear the reason for this 1/2' difference, but I believe that the original framer discovered a dimensional discrepancy when framing the building and corrected the dimension when starting the framing for the second floor. I have reviewed the structural implications of this condition and find that the transfer of gravity loads from the roof and second floor will result in an eccentric load on the first floor wall studs. Calculations that I performed indicate that the affect of this eccentricity will not exceed the allowable stresses on the first floor studs. I have also reviewed the affect on the lateral load resistance of the building when the wall sheathing is discontinuous across this 1/2' gap. I find that the stability and performance of the building will not be adversely affected since there is adequate sheathing and shear wall capacity in the walls surrounding this corner to compensate for the discontinuous sheathing in this area. rnm08-09a.docx Page 2 of 3 525 Spruce St. Eagan 8/9/10 "Provide a detail for the continuous Toad path at the first floor rim joist at the SW corner." I believe that this comment relates to the need to add blocking within the floor truss space at the SW corner to accommodate the corner post load over the foundation. I was able to view this area from the basement and find that 'squash" blocks have been added to the floor trusses at this location. I believe this addresses the issues that have been raised by the City in their previous inspections. The attached drawings Sk-S1 thru Sk-S3 help illustrate the framing conditions that I noted in my visit. If you have any questions concerning the above, please do not hesitate to contact me. If you have any questions concerning the above, please do not hesitate to contact me. Sincerely Mattson Macdonald Young, Inc. 4.7 At,/ David H. Macdonald P.E. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. David H. Macdonald P.E. 8/9/2010 MN Reg. No. 14751 m108-09a.docx Page 3 of 3 City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 JUN 14 RECO Use BLUE or BLACK Ink Permit #: 95-g Permit Fee: / �' 0 v r' /‘/- '—/� Date Received: �'�✓ Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ' ~ L-1 10 Site Address: f ��C�' Tenant: Suite #: RESIDENT / OWNER Name: jffG" ( i-Arli'& Phone: 9,-5 J QS1- 96,54, Address / City / Zip: 33 l d 4'h 4 5 , ,v ,4R.e:)15- Pvekins r i . 55...93 Applicant is: Owner X Contractor TYPE OF WORK G o M % 4^!r'~ vii, ri,,ry ifr2� 4/'r 3 :9-/' T./tot/ 4, y/ 1421,411-z7 Description of work: - Pyre- i. 11// X634 — � I Construction Cost: '60,6615 Multi -Family Building: (Yes / No ) CONTRACTOR Name: (, t") LkSbn ' .54- i If 1 L ' License #:&.-"'cR6 53 q S Address: e4 , &X T7L9 l N rV odk AC'v -t1) City: tr-f- J State: i 1 r% Zip: `'.lo Lie'J Phone: r(J "' Li L-% - Sall 4411 Contact: Email: .scleriC%e"GICG.J6 ,CtiYY-\I COMPLETE In the last 12 months,' has _Yes No If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are copsidered to'be public information. Portions of the information may be classified as tnon-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x -11,V L tri6k3©vm Applicant's Printed Name x Applicant's Signature Page 1 of 2 PERMIT City of Eagan Permit Type:Building Permit Number:EA125960 Date Issued:08/08/2014 Permit Category:ePermit Site Address: 525 Spruce St Lot:10 Block: 2 Addition: Long Acres 1st PID:10-45800-02-100 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes . Bruce Gates Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Alexander W Stricker 33 10th Ave St Ste 325 Hopkins MN 55343 (612) 723-6345 Gates General Contractors, Inc 3500 Vicksburg Lane North, Suite 400-351 Plymouth MN 55447 (763) 550-0043 Applicant/Permitee: Signature Issued By: Signature I Use BLUE or BLACK Ink r---------------- I I For Office Use I I I Permit#: � I City of Eap I I I Permit Fee: 1 3830 Pilot Knob Road „j I - Eagan MN 55122 Date Received: ` Phone:(651)675-5675 � I I Fax: (651)675-5694 1 Staff: 1 I ———————————————— l 2016 RESIDENTIAL BUILDING PERMIT APPLICATION 2/8/2016 525 Spruce St. Date: Site Address: p Unit#: , TjC Name: Alex & Mercede Stricker Phone: 6122329966 q 525 Spruce St. Address/City/Zip: Applicant is: Owner ✓ Contractor Description of work: Finish Basement Of Work 40000 f Construction Cost: Multi-Family Building: (Yes /No ✓ ) Company: Finished Basement Company Contact: Gene Kiecker 5600 Excelsior Blvd St. Louis Park Address: City: Pin MN 55416 6127012959 gkiecker @finishedbasement.com s State: Zip. Phone: Email: License#: B 460771 Lead Certificate#: NA If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: M Phone: 1P14175 a aJ a M � 4 f � W In, rmai ff you pmtr .y.. 77'a, CALL BEFORE YOU DIG. Call Gopher State One Call at(651)4540002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days/of permit issuuaance. x Applicant's Printed Name Applicant's Signature Page 1 of 3 � f DO NOT WRITE BELOW THIS LINE ! 3 � SUB TYPES " `j 5(,-"C,— O ,-"C S� _ Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration(Single Family) _ Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration(Multi) Multi Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex Lower Level _ Pool _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration Fire Repair Windows Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation V Occupancy MCES System Plan Review Code Edition ;, SAC Units (25%_ 100°/U ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation — HVAC_Gas Service Test Gas Line Air Test Roof:_Ice&Water _Final Pool:_Footings _Air/Gas Tests _Final Framing Drain Tile Fireplace: Rough In Air Test Final Siding:_Stucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: [`, Building Inspector RESIDENTIAL FEES Base Fee �- Surcharge Plan Review 30 MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of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