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510 Brooklyn Ct2005 RESIDENTIAL BUILDING PERMIT APPLICATION ?o,tZ) , City Of Eagan M0 3- 3830 Pilot Knob Road, Eagan MN 55122 Q? ,?? *-i ?3 2(t . S?1 Telephone # 651-675-5675 FAX # 651-675-5694 a ?- ? ? New ConsWCtion Reauiremenis Remodelrtteoair Reawremenis ?- ?ce Use Onl 3 regislered site surveys showing sq. ft. of lot, sq. ft. ot house; and all roofed areas 2 cropies of plan Survey Recd '-Z_ N (20% maximum lot covera9e allowed) 1 set of Energy CalcuWtions for heated addRions Tree Pres Plan Recd =Y ? 2 copies of plan showing beam 8 window sizes; poured fouM design, etc. 1 sRe survey for addNOns 8 decks Tree Pres Required Y lsetofEnergyCalculations Addifion-indicateilon-sitesepticsystem On-sAeSepticSystem _Y _ 3 copies of Tree Preserva4on Plan 'rf lot platted after 711193 Rim Joisl Dehatl Options selectian sheel (buildings wBh 3 or less unils) ?a- Date Construction Cost ato9oco.00 Site Address R1'L 4?? ? l L K , l Unit/Ste tl ?? ? ? 1 !5L Description af Work l.,J C.L-,f-y -I DC:h LY-? Multi-Family Bldg _ Y X N Fireplace(s) _ 0 X 1 _ 2 Property Owner `. Telep6one #(W)/ WO •,y? i Contractor Address State ?d?( Zia ia City Ezt Telephone #((PS/) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category , Regidenfial Venlilation Calegory 1 Worksheel • New Energy Code Workshaet (Jsubmissiontype) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y X N If so, 25% plan review fee applies. Licensed Plumber ? Mechanical Contractor L, Lr U f P/1 9 V??? -?' Sewer/WaterContractor Telephone #?? 4L41-(( Telephone#ksh 4,L-Qi13 Telephone T I hereby apply for a Residential Building Permit and acknowledge that the information §"domple?a cutaf ; that the work will be in conformance with the ordinances and codes of the City of Ea and the e of Statutes; I understand this is not a permit, but only an application for a permit, and wor ou 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. f"tlcF_fll e XaSSGv A•l-? I-?-?? (I &-4? Applicant's Printed Name Applicant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool x 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) 0 03 01 of_ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn.(4-sea.) ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch(screenlgazebo) ? 05 03-plex ? 11 10-plex O 19 LowerLevel ? 24 Storm Damage O 08 04-plex ? 12 12-plex Pibg_Y or_ N? 25 Miscellaneous Work Types X 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement Valuation dA4' 002 Census Code / 6/ SAC Units o/ # of Units oI # of Bldgs °/ Type of Const ? Footings (new bldg) _ Footings (deck) Footings (addition) ?C Foundation Drain Tile Roof -- Ice & Water ? Final ? Frammg Fireplace I R.I. *Air Test * Final Insulation Approved By: . .. ? 30 Accessory Bldg O 31 EM. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. ? 35 Int Improvement ? 38 Demolish Interior O 44 Siding ? 38 Move Building ? 42 Demolish Foundation O 45 Fire Repair ? 37 Demolish Building" 0 43 Reroof 0 46 Windows/Doors "Demolition (Entire Bldg) - Give PCA handout to applicant Occupancy - Zoning Stories Sq. Ft. Length ? Width MCES System -? City Water ? Booster Pump PRV y_ Fire Sprinklered REQUIRED INSPECTIONS FinaUC.O. ? FinaVNo C.O. _ Plumbing _ HVAC Other _ Pool Ftgs Air/Gas Tesu Final _ Siding ? SSucco _ Srone _ Brick _ W indows l Lq 1N/t ?.rf?ic ?w _ Retaining Wall 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 90?rUy?i.s?ij»rLp !J'1'?+ i 6 GAa 4t ?"?7,lXTC? /G /!?'T 9,43 ?o r ? PCLRllt TlllmbCi REScheck Compliance Certificate 2000 Minnesota Energy Code REScheckSoflware Version 3.6 Release 1 Data filename: C:IENERGY CALC51MBC0196.rek PROJECT T1TLE: MBC0196 COUNTY: Dakota STAT'E: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.15 DATE: 01/07105 DAT'E OF PLANS: 11-30-04 PROJECT DESCRIPTION: David & Michelle Katz ? Lot 4 Block 1 Homestead Village 510 Brooklyn Ct? ? Eaga°, MN ? DESIGNER/CONTRACTOR: Manley Bros Construction COMPLIANCE: Passes "J `~- -? Max°?mum UA = 578 Your Home UA = 559 33% Better Than Code (UA) Ceiling 1: Raised or Energy Truss Wall 1: Wood Frame, 16" o.c. Window 1: Above-Grade:Vinyl Frame:Double Pane with Low-E Wa112: Wood Frame, 16" o.c. Window 2: Above-Grade: Vinyl Frame:Double Pane with Low-E Door 1: Solid Basement Wall 1: Solid Concrete or Masonry Wall height: 8.8' Depth below grade: 82' Insulation depth: 8.8' Window 4: Basement > 5.6 ft2: Vinyl Frame:Double Pane with I.ow-E Checked By/Date Gross Glazing Area or Cavity Cont. or poor Perimcter -BS!31Ye &3Zal1iG 3L-FacI4I 31A 2014 44.0 0.0 44 1416 19.0 0.0 74 162 0.340 55 1938 19.0 0.0 90 334 0.340 114 72 0.350 25 1839 OA 1?5? \: ! 149 Zq 0.340 8 ,- Floor 1: All-Wood Joist/Truss:Over Uncondiboned Space 3 3, 0.0 Fumace 1: Forced Hot Air, 90 AFUE ? Proposed and Muimum U-Factor Averages proposed Maximwn Average U-Factor Allowed U-Factor Above-Grade Windowsand Glass Doors 0.340 0.370 [ncludes Foundafion Windows > 5.6 ft2 Floors Over Unconditioned Space 0.033 0.033 COMPLIANCE STATEMENT_ The proposed building design described here is consistent with the building plans, specifications, and other calculadons submitted with the permit application. The proposed buiiding has been designefl to meet the 2000 Minnesota Energy Code requirements in REScheckVersion 3.6 Release 1(formerly MECchec4 and [o comply with the mandatory requirements listed in the REScheckInspection Checklist. Builder/Designer Date ? ? 10 _d 5 . ?..' LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION . TI 1. I 1 A_ __ / ? VA A 1 m rn c m t U Ya V Oz Q ? ? ? ..? ? 0 ?' ? ? ,z ? ? dd' ? ? PROPERTYLEGAL: DATE OF SURVEY: LATEST REVISION: 'ff 0'0 .';;i" ? ? ,a a ? 'z ? ? .z ? ? X ? ? /'11 ? ? DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building PermitApplicant • Legal description • Address . North arrow and scafe • House type (rambler, walkout, split w/o, split entry, lookout, etc.) . Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) . Lot Square Footage • Lot Coverage ELEVATIONS Existin ,Z ? ? • - Sewer service (or Proposed) . . ?z ? ? . Property corners ? 0 0 • Top of curb at the driveway and property line extensions ? „0 ? . Elevations of any existing adjacent homes fQ ? ? . Adequate footing depth of structures due to adjacent utility trenches X ? ? • Watenvays (pond, stream, etc.) Proposed ? ? ? • Garage floor 'z ? ? • Basement floor ? ? • Lowest exposed elevation (waikouUwindow) ? ? ? • Property corners ?? . Front and rear of home at the foundation PONDING AREA (if apolicable) 0 ? ? • Easement line ? ? ? • NWL ? ? ? . HWL ? ? • Pond # designation ? 'z ? . Emergency Overflow Elevation ? ,z ? • Pond/Wetland6ufferdelineation Y & • Shoreland Zoning Overlay District DIMENSIONS ,? ? ? . Lof IineslBearings & dimensions ,? ? ? • Right-of-way and street width (to back of curb) ' ? ? ? , porches, etc. . Proposed home dimensions including any proposed decks, overhangs greater than 2 (i.e. all structures requiring permanent footings) ,21 ? ? • Show all easements of record and any y tilities within those easements ? ? • Setbacks of proposed structure and si a setback of adjacent existing structures ? ? ? . Retaining wall requirements: : Date dZ$ O? i d B R ev ewe y G:lFORMSlBu ilding Permit Application Rev. 11-26-04 b . Surveyor's Certificate SURVEY FOR ; Manley Brothers Construction DESCRIBED AS :Lot 4, Block 7, LONG ACRES 2ND ADDITION, City of Eagan, Dakota County, Minnesota and reserving easements ot record. David & Miehelle Kotz Res. zo 510 1E1NED `'A"'Ric-9 a? BROOKLYN $ p oe g o CO UR T ??/a,e?o,; - P 953.2 EAGAN EN01NEEIRINC7 DF.ff. ? 953.5 953.7 }? ? C ss2.7 aed's l?oRoV? l1 lli5??1?? Ym 952.5 /?rv s ? . v -? 9 Ped'e PROVIDE ANll MAINTAIN ?„or S?, INLET PROTECTION UNTIL i s > S>1 FINAL TURF IS ESTASLISHED q? ? q? ^S? \ ? Q•. I ' 95 .6 952.8 ssa.o 17.7 _1? 11190 . ? zzs z7s$' g/ Q ? oo ? 5, a Lpr cr / o o b 951.0 02. o?A 10? b\V 0.5 • _ t?i I,•?i arage c°Qo 6? I° 956.4 °9/ eS O I 9 °j O ? O I h? K ??' ?? 1 m ? 54.2^'? / 23.56 952..44? 1 A .96 954.2 954.3 9519 52.1?w ? I 954.1 ? N 956.2 \p Droinage ond Utility 967.6 N / 952.9 Easement 68 i - z 954.1 I y. / 952.6 ?TT-A?e?CE I 954.1 954.3 . ? '-j 955A I - ----- sL_--___ 6 .,, N83'15'06"E 192.14 956.3 1?, IP)v04-e(S ?'M?LOT C,s HSE LOT - 962.3 FLCB ? SQ. FOOTAGE = 18,329 SQ. FOOTAGE = 2,912 COVERAGE = 15.87o PROPOSED ELEVATIONS Top of Foundation = 956.9 Garage Floor - 956.5 Basement Floor = 947.9 Aprox. Sewer Service = 942.9 Proposed Elev. - ? Existing Elev. _ Orainage Directions = Denotes Offset Stake = . 968.6 968.1 0?L t'O., i I( /; ( °s Cn I ? ? -0° BENCHMARK, ; RE T 2' ?ng of Spruce St.(200' W. of Pine Ln.) SURVEYOR S EL= 959.34 14376 . • g? .` MIN. SETBACK REQUIREMENTS Front -30 House Side - to scnLE: i inon m JO feet Rear -15 Garage Side- 5 HEDLUND I HEREBY CER7IFY THAT THIS IS A iRUE AND CORRECT REPRESENTATiON OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SUftVEYED BY ME OR UNDER MY DIRECT SUPERVISIDN AND DOES NOT PURPORT TO PL.INNLNG 6NClNEBRING SURi`6'2ING SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. 2005 Pin Oak Drive Eagan, MN 55122 DA7E L/2/0- , Phone: (651) 405-6600 D. LINO N. LAND RVEYOF Foz: (651) 405-6606 bN OTA LICENSE NUMB 14376 N0: 04R-718 flLE: Misc-04 Surveyor's CertificatLAU G 22REC19 I SURVEY FOR : Manley Brothers Construction DESCRIBED AS :Lot 4, Block 1, LONG ACRES 2ND ADDITION, City of Eagon, Dakota County, Minnesota i, and reserving eosements of record. DoNd & MiChelle Kot2 Res. CUAN 510 ??S ED BROOKLY1VBy? ???LLO. P-P COURT 952.1 I, 952J - ? 953.2 952.5 Ped's qs3 ?° ?, ? :- ? --i 952.1 lll? 956.3 LOT HSE LOT PROPOSED ELEVATIONS Top of Foundation = 956.9 Garage Floor = 956.5 Basement Floor = 947.9 Aprox. Sewer Service = 942.9 Proposed Elev. - 0 Existing Elev. _ Drainage Directions = Denotes Offset Stake = . HEDLUND, PLANNlNG BNGINBBRINC SURYEY/NC 2005 Pin Oak Drive ' Eagan, MN 55122 Phone: (651) 405-6600 Fax: (651) 405-6606 ' SQ. FOOTAGE = 18,329 SQ. FODTAGE = 210912 COVERAGE = 15.87o , 'p,EY ?? - C IvBENCHMARK, NEGTtqH0?CW.??End of Spruce St.(200' W. of Pine Ln.) LAYVD - URVtYOq = EL= 959.34 Nh. \ t 14376 ,•;?Q.? MIN. SETBACK REQUIREMENTS .< - °. -. ,.o.o? yi? 'V? "'°` Front-30 House Side - 10 scnLE: i mcn m 30 feet Rear -15 Garage Side- 5 I HEREBY CERTIFY 7HAT 7H15 IS A 1FiUE AND CORRECT REPRESENTATION OF 7HE BOUNDARIES OF THE ABOVE OESCRIBED PROPERTY AS SURVEYEO 8Y ME OR UNDER MY OIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMEN7S OR ENCROACHMENTS, EXCEPT AS SHOWN. oA,E UCENSE NUMBEK 14376 JOB N0: 04R-778 BOOK: PAGE CAD FlLE: Misc-04 By .. pate u?o,s? ?GAN 6NGU4SERiNG DEPT " 962.3 FLCB (Z) MAR-04-2905 13:39 ULTEIG MPLS 7635711168 P.02 ' A?e?a*,r ? • aengineers 12*5p,M W G 7771 c.t M.,eedo»ff.hl MEMO J'/'l0 5201 E River Raad, Suke 308 P/302ciZL /' 1?- ?5 Minneapolis, MN 55421-1027 ,.. ?? ?? Phone; 763.571.25W Fav:763.571,11E8 ? ? ? ? . ^ ? .A?? ? Date; March4,2005 r .• ,?a?p? ??4????',. n IIv1 o[ f??. To: Manley $rothers 2113 Cliff Drive Eagan, MN 55122 Attention: Michelle Kassa From: Jason Iianlon, PE (Ulteig Engineers) Subject: Modification to Design of Foundation Wall Supporting Precast Project Number. 205.0207 This memo is in regards to the construcHon of the basement foundation Watl supporting the precast planlc at the residence above. $iilce the first revision was issued on March 1, 2005, it has come to our attention that the fuundation walls were constructed as Eollows' a. The fronc foundation wall is 14" thick with a 28" wide by 8" thick strip footing. b. The side foundarion walls are JO" thick widl a 24" wide by 8" thick strip footing. c, The common wall with the housc is 72" thick with a 28" wide by 8" thick strlp Eooting. d, The basement clear height is only $'-4" from the top of the basement slab to the plank bearing elevation. e. The basement under the garage wlll not be heated. 2. Based on the infoCmation recerved the 52 sheet has been revised again. The following items have been revised: a. With the constructed condition, the #6 bar spacing increased from 30" to 36" on Center. b. The sh-ip footings at the bearing wall now meet the allowable bearing cnpacity oE 2000psf that Ulteig uses when working wxthoul soils inforxnation, C. Additional Erost pxotection is not required for the unheated area of the basement since the prade around that basemenF area is at flie top o£ the fouztdation wall along three sides and the fourth wall is common wiEh d1e house_ Minneapolis, MN • Detroit Lakes, MN • Fargo, ND - Bismarck, ND • Sioux Falls, SD www.ulteig.com MAR-04-2005 13:31 Manley Bruthcrs March 4, 2005 UlFeig No. 205.0207 ' Page 2 of 2 ULTEIG MPLS 7635711168 P.03 It is our opinion that the•,,wail:is sCructurally adequite as wnstrucled 1nd does not require any corrective measures'or' a4wable sO bzaring pressure veriEication- Thank you. Please call with any questions or concerns. Attachments: 52 1 hereby cettify that this plan, speciEication or report was prepaced by oie or undez my direct eupervision and that I am a duly licensed professional engineer under the laws of the tate oE Minnesota. ason S. Hanlon Craig e!1 MN Registration No. 41941 hiN Registracion No. 42347 MRR-04-2005 13:31 ULTEIG MPLS . - 7635711168 P.04 N13IF.rS. Q 48S0. vCENT RED N WALLL MAY BE 10" 7HICK 1 ORED L s w '?4 T GARAGE BARS N U REINF ST13NE VENEER FRAME WALL BY ?THERS BY OTHERS '/ "i x 10" LONG ANCHOR BDLTS ? 2 x TREATED ` MIN, EMBED) OR SIMPSON (7 " WOOD PLATE D.C. MAX, MAB15 ANCHORS @ 72 (1) 04 HORIZONTAL 3" AVERAGE CONRETE TOPPING q BAR H T(1P OF STEM OU7 TO OUT) (MAX. SPAN 26 -0 DRIVEWAY BEYOND MEMBRANE SLOPE GRADE ff pWAY FROM II I FOUNDATIDN I i II-? -------- 4" MIN, 8EARING 2 PC BEARING WALLS " StpNE LEDGE 2 EARING e PC NON-BEARING WALLS 2" M1N, B AS REQUIRED ?4 x 2'-0" DOWEI.S @ 36" O.C. 6" M1N, CAST-(N-PLACE ? l G ?T LiD wAL` ? PRECASTER ALI ti/ALLS BY MAX. H 1GHT) 16 04 X 2'-0" D0WELSJ q - Q 36" D.C. MAx. 10'(4) 44 HORIZUNTAI. BARS M1N, C.I.P. CONCRETE W MiN. FRDNT WALI w/ VERT, BARS @ 36" O.C, - - - - - - -?.^-^-^^"""" e, °4 x 2'-0" --? ? ., ? SLAB ON GRADE DOWELS 2 e e 72" Q,C. °° 4, 28" WIDE x 8" DEEP MIN, CANGRETE STRIP FQOTING nT PRECAST BEARING WAl C13NCRE7E STRIP FOOTING tJON-BEARING VALLS E WA LI E TION RA ? S2 PRECAST HEARING AND NDN-BEARING Manley Brothers Katz Residence z?,3a!uDrrve 570 Brooklyn Court Eagan, MN 55122 Eagan, MN ihere?yrornylhali??spln??.spedACellonarepen Retlebn Da' S2OIEaefAWQrRoalSNb70B Mlmqyal1B.Mnnae0l! `+'?21 wraD?W?red?ymoarunUOrmydAeclxWa?^eion D?NL p?11?it1811?p CYIy LIC9?AS0 C?OIB%Inna1C-IiQ?? O? VpMY'T03.91250D F?x']64.5)litBA ?mEOrIhBMMau??haCM?evl!/Jn?W Nill6lv'I . DOIIO?1 tILM. FdIT' W???yL?6.41W?Fi?: hlniN?mo: wwx.unm0.com Wab? Dinpa Nurbnr. aengineers o??ev.er?xa?e SlpneC' DPic: L`Nmfl ? ClwetOeEy C?epOW6'! vNUmLOr ? q2361 Shem ? ?,?? ??FrO u •ppro-rJeY- c40? S2 TOTAL P.04 Muttf-Loaded Beam[ AISC 8th Ed ASD ] Ver. 8.00.63 By: Justin, Lyman LumCer Company on: 03-042005 Project: - Location: Summary: A992-50 W4x13 x 3.25 FT Section Adequate By 263 096 Controlling Fador Moment LOADINa DIAl3RAM Gentar Span = 3.25 ft Resction9 Live Loed Dead Load Total Loed Uclift Loed A 845 Lb 4246 Lb 5091 Lb 0 Lb B 845 Lb 4248 Lb 5091 Lb 0 Lb Center 8uan Uniform Loading l.i LQgd pead Load Self Welaht Total 0 W 520 Plf 2800 Pif 13 Plf 3133 PN Z0 39tid NGWA-l 098C0LDZ56 Ti:EO 900Z/V0/E0 I Mutti-Loaded Beamf AISC 9th Ed ASD 1 Ver. 6.00.63 9y: Justin, Lyman Lumber Company on: 03-042005 : 1:54:05 PM Proiect: - Locatlon, Summary: A992-50 W4x1 3 Y 3.25 FT Section Adequate By: 263.0% CoMrollfng Fador. Moment Center Soan Oeflections: Dead Load: DLD-Center- 0.02 IN Lnre Load: • LLD-Center= 0_00 IN = U9792 TotalLoad: TLD-Center- 0.02 IN = L/1625 Center SDan Left End Reactions (Support A): Live Load: LL-Rxn-A= 845 LB Oead Load: DL-Rxn-A= 4248 i8 Total Load: TL-Rxn-q= 5091 LB Bearinq Lensith ReCUired (Beam only, support capacity not checked) BL-A= 0.80 IN Center Span Riaht End Reactions (Support B): Live Load: LL-Rxm-B= 845 L9 DeaQ Load: DL-Rxn-B= 4246 LB TotalLoad: TL-Rxn-B= 5091 LB Bearing Length Required (Beam only, support capacity not ctiecked): BL-B= 0.60 IN Beam Data: Center SDan Lensfth: L2= 3.25 FT Center Span Unbraced leng[h-Top of Beam: Lu2-Top= 0.0 FT Center Span Unhreced Length-Bottom of Beam: Lu2-8ottom= 3.25 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: WL-2= 520 PLF Dead Load: wD-2= 2600 PLF 8eam Self Weight: BSW= 13 PLF Total Load: wT-2= 3133 PLF Properties for. W4x13fA992-50 Yield Stress: FV= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 4.16 IN Web 7Tickness; tw= 0.28 IN Flanfle Width: bf= 4.06 IN Flansle Thickness: tY- 0.35 IN Distence to Web Toe of Fillet: k= 0.60 IN Moment o} Inertia About X-X Axis: ix= 11.30 IN4 Sedion Modulus About X-X/Uds: S7r 5.48 IN3 Radius of GVration of Compression Flange + 1/3 of Web: rt= 1.70 IN Design Properties per AISG Steel ConsVuction Menual: Flanoe Bucklinq Ratio: FBR= 5.88 Allowable Flanqe Bucfcling Ratio: AFBR= 8.19 Web Bucklinq Ratio: WBR= 14.86 Allowable Web Bucklinsl Ratio: AWBR= 90.51 Controlliny Unbfaced Lenpth: Lb= 0.0 FT Limftina Unbraced Lenpth for Fb=.86•Fy: Lc= 3.64 F I" Allowable Bendinp Shess: F6= 33.0 KSI Web Heipht to Thickness Racio: h/Nr- 12.38 Limitinp Web Heipht to Thickness Ratio for Fr-.4'Fy: h/lw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Companson: Controllinp Moment: M= 4137 FT-LB 1.825 Ft from left support of span 2(Center Soan) Critical mament created by comEining all dead loads ana live loads on span(s) 2 Nominal Moment Strength: Mr- 75015 FT-LO Gontrollinp Shear. V= 5091 LB At left support of span 3(Rivht Span) Critical shear created by combining all dead loeds and Ilve loads on span(s) 2 Nominal Shear Strenpth: Vr= 23296 L8 Moment of Inertia (Deflection): Ireq= 1.67 IN4 1= 11.30 IN4 £0 39t/d NVWI,I 058b02VZ56 LZ:EO 900Z/00/E0 Address: 510 Brooklyn Ct Zip: 55123 Lot: 4 Block: 1 Subdivision: Long Acres 2nd THE FOLIAWING TTEMS WERE/WERE NOT COMPI,ETE AT FINAL INSPECTION ON Yes No Comments Final rade - 6" from siding Permanent ste s- aza e Permanent steps - main ent Permanent drivewa Permanent as Sod/Seeded lawn Trail/curb dama e X Porch Lower level finish Deck Fire lace • Verify with your builder that roof test caps from the plumbing system have been removed. • Tum off water supply to the outside lawn faucets before freeze potential exis[s. • Call the City's Engineering DeparUnent at 651-675-5646 prior to working in right-of-way or installing irrigation system. J BUILDING INSPECl'OR: 1&?2 eAA CONTRACTOR: Manley Brothers Construction 2113 Cliff Drive Eagan, MN 55122 ï ÿþ þýýüÿûïûù øüüýýô ðê îÿ îðíî þý ýüûú ù ø üûú÷ö ú ù õ ÿ ÿ ú ô óý ò þ ú þñðï ý îîðíî ë ðò å÷ ó ò ëñìúïèðçíçîíí öø ó ÿëæèðççð õôôó òñ úú êääìä ÿ àêÿ åÜá ðò åç÷ð ûù ö ò÷ððí ÿò÷ððé ñðïîéð ó ýûöÿó óå óúúóóä ÿ úûöóúúý äòùûä ÿã ç úúß ÿ ûÿ i City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use Permit#: 11 °11 51 Penult Fee: 51/29.1 Crate Received: Stat 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit*: Description of work: Construction Cost: ' '( Z I 0 Company: Vii Multi -Family Building: (Yes / No X ) If the project is exempt from Lead certification, please explain why: (see Page 3 for additional information) 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 pian? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Sewer &Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Cali Gopher State One Cali 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.aooherstateortecaii.Qrq 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 approve, pians. Exterior work authorized by a building permit issued In accordance with the Minn =• Building Code be completed within 180 days of permit Issuance. x t7 r41 r T OdSG Applicant's Prtrtted Name Page 1 of 3 b(19 n h C-4DO NOT WRITE 'ELOW THIS LINE SUB TYPES Foundation Single Family Multi 01 of _ Plex WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review Fireplace Garage Deck Lower Level Interior Improvement Move Building Fire Repair Repair (25%_ 100%)+) Census Code # of Units # of Buildings Type of Construction Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water _Final y[ Framing Fireplace: _Rough In Air Test _Final yC, Insulation Sheathing Sheetrock Reviewed By: Siding Reroof Windows _ Egress Window _ Exterior Alteration (Single Family) _ Exterior Alteration (Multi) _ Miscellaneous Accessory Building _ Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: _Footings _Air/Gas Tests Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Erosion Control , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL )/Iror.e.)1? Page 2 of 3 **) City of Eaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Favi: (651) 675-5694 RECEIVED JAN 2 7 2014 Use BLUE or BLACK Ink For Office Use Permit #: )'a Oa 3a Permit Fee: (00, ©• (-)0 Eta Date Received: Staff: 2014 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: •t*il- it64 Site Address: £I© JJton,Kl�r. C. Tenant: Name: "ZaveC�-�z� Phone: Suite #: Address / City / Zip: Si 01 F.J rooK Name: jertc-Laro c l License #: (oOr) tai' rf►� Address: Ica'toO Z=r.rc Aue_ State: MN. Zip: �� Phone: Contact: Zr...a Email: City: .S0.:.+ '15a- gq,-1-11060 _ New Replacement Repair _ Rebuild _ Modify Space — Work in R.O.W. Description of work: _ , r� (q r� �1� ez4Ar c L&. r e..i4 RESIDENTIAL Water Heater Lawn Irrigation ( RPZ / _ PVB) Septic System Water Softener Add Plumbing Fixtures (,Main / Lower Level) Abandonment RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 minimum State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $200.00 if a 5/8" meter is required) $115.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) TOTAL FEES $ (0 CALL BEFORE YOU DIG. Call Gopher State One Cali 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.00pherstateonecall.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 isnot 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 cwt. i\US C Applicants Printed Name x Applic PERMIT City of Eagan Permit Type:Building Permit Number:EA148210 Date Issued:03/14/2018 Permit Category:ePermit Site Address: 510 Brooklyn Ct Lot:4 Block: 1 Addition: Long Acres 2nd PID:10-45801-01-040 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michelle E Smookler 510 Brooklyn Ct Eagan MN 55123 American Building Contractors 2960 Judicial Rd Suite 100 Burnsville MN 55337 (952) 707-6959 Applicant/Permitee: Signature Issued By: Signature