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1446 Wellington WayCity of Eaaall ig-403o 3Eagan MN 55122 830 Pilot Knob Road ,� a Date Received: Phone: (651) 675-5675 t v Use BLUE or BLACK Ink Fax: (651) 675-5694 ri Y' r���'a� 2011 RESIDENTIAL BUILDING PERMITAPPLICATIO Date: 51%1'21 i' Site Address: LI LI 149 tik /1;1 its v" Uni 0 2-)l Y RESIDENT I OWNER Name: Phone: Address / City / Zip: Applicant is: Owner TYPE OF WORK �C-ontractor Description of work: C "� I N "kCt XLA 4C '\9 ((I DI 1; I Construction Cost: D,VV� Multi -Family Building: (Yes / No CONTRACTOR Company: hi I Celt SO1 f Aui ld kl5 L 0. Contact: S (O4+ SWit)g,./ Address: 11111 N 6(01(1 r City: , "ii wt.l k �/ -4-\ c ���SZ % ��p�33� State: S Zip: J 33-7 Ph ne: , 0S700I License #: 2� Lea, Certificate #: If the project is exempt from lead certification, please explain why: (see ` : - - for additional i . •• - ' • In the last 12 months, No If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: _Yes Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: 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 they are trade secrets. 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.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 d t ai' 6111 Applicant's Printed Name Applicant's Signature Page 1 of 3 it/16 W3od, DO NOT WRITE &LWLI NW SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% 4 Fireplace Garage Deck Lower Level Interior Improvement Move Building Fire Repair Repair 500 Census Code h311 #of Units # of Buildings Type of Construction REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water Final Framing Fireplace: _Rough In Air Test Insulation Sheathing Sheetrock Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Final //8 .9( TOTAL Siding Re roof Windows Egress Window Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant MCES System ao ? SAC Units PD City Water /6 Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required 6, Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Other: Pool: ,Footings Air/Gas Tests Siding: _Stucco Lath _Stone Lath _ Windows Retaining Wall: _ Footings _ Backfill Radon Control Erosion Control , Building Inspector Final Brick Cl(oriev liAso Final Page 2 of 3 ( INCORPORATED ) Certificate of Survey OF 1446 WELLINGTON WAY dot TOLL BROTHERS 1400 Corporate Center Curve Eagan, MN Zip 55121 f g ,i h'ed NORTH 0 30 SCALE IN FEET 87.9 989.0 988 00 k ♦990.a tiD� 990.2 / / 80.4 / / / / 2.81.1 , , y' / / a ' 981.2 9 / / h N. / 989.5 T/ c.,-. v � WO House Garage left Minimum lowest floor elevation = 982.1 San. Sewer Stub Elev.= 978.8 PROPOSED AREAS Area of Lot 5, Block 1= 16,744 Sq. Ft. Proposed House = 2,737 Sq. Ft. Percent of Lot Coverage= 16.3 % By Date EAGAN ENG G D Lt- 56.1 NWL=967.5 HWL=970.8 6pa90 a 967.2 977.2 BENCHMARK Top Nut Hydrant Lots 6 and 7, Block 3, Steeplechase of Eagan Elevation = 989.61 feet (NGVD 1988) SITE BENCHMARK Top of offset IP opposite northeast corner of building envelope. Elevation = 990.38 feet LEGEND DATE: -° _.,...._ IBUIL.D NG INSPECT! • = Iron monument found o = Iron monument set and marked with license No. 23968. = Offset iron = Drainage & Utility Easement atm = Existing Elevation 1KD= Proposed elevation from grade or development plan Bearings shown are assumed San. Sewer Stub Elev.= 978.8 Lot 5, Block 1 STEEPLECHASE OF EAGAN DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. I hereby certify that this survey, plan or report was prepared by me or under my direct su•ervision and that I am a duly Licensed Land Su16, or under the '• of the State of Minnesota. r� Kurt M. Kisch, i N License No. 23968 Date Revised: per city comments Date 7-5-06 June 27, 2006 —842— = —840— = — 842— = —<—= —«— = O= Dca _ Drainage Direction Proposed 10' contours from grading plan Proposed 2' contours from grading plan Existing 10' contours Existing 2' contours Existing sanitary sewer Existing storm sewer Existing water Sanitary manhole Gate valve Flared End Section PROPOSED ELEVATIONS Garage floor elev. = Top of block elev. = 991.0 Lowest floor elev. = 982.3 990.7 Drawing File: 700\L5.B1 .DWG Project No. 03-730-L Toll Bros. Code= # 33, AO #1346 RLK Duluth, MN. Hibbing, MN. Ham Lake, MN. Minnetonka, MN. Phone: (952) 933-0972 Fax: (952) 933-1153 www.rIk-kuusisto.Com 6110 Blue Circle Dr. • Suite #100 •Minnetonka, MN. 55343 Jul 13. 2006 10:36am T: \Toll Brothers \2003730M\CER TS\Lot Certs \Copy—of-718—L5.B1dwg.dwg ~+t S l~~. 1 ~~Qec.l~.a.er o' ~ P P ~-+f H z z_ .~K(~, ~ 2, ~9 PP ~-kv~3 9oso . 2006 RESIDENTIAL BUILDING rExMrr nrPLicaTioN s o ; City Of Eagan MIP "y2l - 3830 Pilot Knob Road, Eagan MN 55122 31 7_9 Telephone # 651-675-5675 FAX # 651-675-5694 41J New Constuction Reaui2ment5 RemodelRieoair Reoviremenls Oike Use Onlv 3 registeied sile surveys shcwNg sq. tt. of IoL sq. it of house; and sll rooted areas 2 copies of plan showing fooGngs, beams, joisfs CeA of Swrey Recd _Y _ N (20% maximum lot coverage a9owed) ? D~+ • 1 set of Energy CalcWations for healed add'Nons in. Tree Pres Plan Recd _Y _ N 2 copies of plan showing beam & window s¢es; poured found design, ek. ? 1 site survey tor additions 8 decks Tree Pfes Reqwed _ Y_ N 1 set of Eneigy Calala6ons ? Addd'mn • indicafe Ym•sife sepSc system On-site Seplic System _Y _ N 3 copies ot Tree P2servation Poan 8101 pialled afler 711193 N A- ~-L S Rrtn Jost Depp Options ukction shee[ (buBd'mgs wilh 3 or less urtils) ? -i anicalventi on _ ~v} (~rc~UiCkR.c~ • Date [P / o2(F / o &Q Constructioo Cost D OB'a Site Address Zn:j n - 13 /~/5l(Er - Description of Work 774,t_~f~~ F-PJe.~ .iil:~ L y ;D~u MuIN-Family Bldg _ Y X N Fireplace(s) _ 0 C 1 _ 2 Property Owner -7-oll 13re s. lrtG.• Telephone #((PS! )3tA6_- a[oat Contractor a(( Bras/i1,C Address 70 7(Q k4,Wt 1i1~ C'tY 15;~ r^--'0 Zip S"57 Lz Telephone #(/_oS-1) &P-5--dCoa/ State Al COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Calegory , Residenlial Ventitation Category 7 Worksheel • New Energy Code Worksheet (dsubmissionrype) Submitled -Submitted • Energy Envelope Calculatlons Submitted In the last 12 monihs, has the City of Eagan issued a permii for a simitar plan based on a master plan? _ Y N If yes, date and address of master plan: Licensed Plumber r I~J1Maj.i~ fLw.An: h Telephone #{](o;) q9Gr'L0106 Mechanical Conhacior ~.a w~ Telephone #piZ) o22 S- lr+Rle 9 Sewer/Water Contractor ~SM.. Telephone #((pSJ)48a- ( 3f5 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. ~all 1. JbWnS " Appl cant's Printed Name A 1 anYs i I DO NOT WRITE BELOW THIS LINE ' Sub Tvpes ? 01 Founda6on ? 07 05-plex O 13 18-plex O 20 Pool ? 30 AccessoryBldg A 02 SF Dweliing ? 08 06-plex 0 16 FirepWce ? 21 Porch (3-sea.) ? 31 Ext. Alt - Muiti ? 03 01 oi_ plex O 09 07-plex 11 17 Garege ? 22 PorchlAddn. (4sea.) ? 33 Ext. Alt - SF O 04 02-plex ? 10 0&plex ? 18 Deck ? 23 Porch (screenlgazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 1 0;plex O 19 Lower Level ? 24 Storm Damage ? O6 04-plex ? 12 72-plex ? 25 Miscellaneous Work T es 37 New ? 35 Int Improvement ? 38 Demolish Interior 13. 44 Siding O 32 Addition 0 36 Move Building ? 42 Demolish Foundation ? 45 . Fire Repair O 33 Alteretion ? 37 Demolish Building• ? 43 Reroof 46 WindowsfDoors O 34ReplaCement •Demolt8on (Entire Bldg) • Give PCA handout to applicant DeSCriptlOn: WaterDamage_Yes Valuation 1,YD mG0 Occupancy MCES System ~ Plan Review jZ100% or _ 25°h y Census Code /G/ Zoning /019 City Water /~GS , SAC Units Stories Booster Pump # of Units D/ Sq. Ft G 7 PRV # of Bldgs 0( Length 3 Fire Sprinklered Type of Const -~l Width 67 • ~ REQUIRED INSPECTIONS Footings (new bldg) Sheetrock _ Footings (deck) ~ FinaVC.0.\ Footings (addition) FinaUNo C.O. ~ Foundation _ HVAC Drain Tile Other ~ Roof $ Ice & Water Final = Pool Ftgs Air/Gas Tests Final Framing Siding _ Stucco Lath Stone Lath _Brick ~ Fireplace 4 RI. _$_AirTest kFinal = Windows Insulation Retaining VJall Approved By: , Building Inspector Base Fee surcharge U~//:,,? ~,fi+~T 3 9%¢~ Plan Review /7 1"Q 9"ti MCIES SAC /),S/~7d CitySAC 5191145Z 0`,1~~NQ aG Utility Connection Charge i~ S8W Permit & Surcharge Treatrnent Plant License Search Copies Other Totat JUL-06-2006 10:57 215 736 9774 P.01i06 , Pemtit Numbcr ItEScheck Compliance Certificate Checked By/Date 2003 YECC REScheckSoftwaze Version 3_6 Rclcase 1 Data filename: K:\ ENGINEERING SERVICES\_HVAC DEP'Il_Energy Calculations\MN\Steeplechase ofEagan - Signattues\0331Ramsey-Federal- 033.rck PR07ECT 1'ITLE: Ramsey Model ~ CITY: Minaeapolis ~ ~~-aT W cl STATE: Miancsota HIDD: 7981 CONSTRUCTION Tl'PE: Single Family WINDOW ! WALL RATTO: 0.17 DATG; 07/06/06 DATE OF PLANS: 07/06/2006 PROJECI DESCRIPTION: Steeplechase at Eagan - Signature ~ " ~ , p'-=5 :asci- LotN 033 l;c ,i:,7, ~Ya. -_•;,^sc:t bY Eagan, MN 55122 . a "ol, cc:cccd /..e.. r1.-Clii=:.. Ildx: oi.^. .~.31"•. r;L' JCie`_:: UF ~ DESIGNER/CONTRA(,TOR: 'I'oll Brothcrs Inc. PROJECE NOTES: - Elevation:Fedecal t! 44820 Options:017,070,151,152,179,533 COMPLIANCE: Passes Maximum UA = 717 Youc Home UA = 603 15.9% Better 71san Code (UA) Gross Glazing Area or Cavity Cont. . or Uoor Psrimsser S=Yelue -$llle 1._FactoC ~ Fla[ Ceiling: Flat Ceiling or Scissor Tnus 1486 44.0 0.0 40 Sloped Celing: Cathedrrl Ceiling (no attic) 772 44.0 0.0 18 Skylight 5: Vinyl Frame:Double Pane aith Low-E 38 0.400 15 GaraSe wsll: Wood Frame, 16" o.c. 393 13.0 0.0 31 Door 5; Solid 17 0200 3 Knee Wall: WoodFxame, 16" o_c_ 63 13.0 0.0 5 Band Joist: Wood Frame, 16" o.c. 242 19.0 0.0 15 SUL-06-2006 10:58 215 736 9774 P.02i06 • Exterior Wa116": Wood Frame, 24" o.c. 2971 19.0 0.0 140 Window 2: Vinyl Frame:Double Paae with Low-E 498 0.360 179 Door 7: Solid 20 0.200 4 Door 8: Glass 80 0.350 28 Sasameat Wall 1: Solid Concrete oz Masonry 1723 0.0 11.0 89 Wall height: 9.0' Depth belnw grade: 8.5' Insulation depth: 8.5' Window 3: vinyl Fxame:Double Pane with Low-E 18 0.360 6 Door 9: Glass 40 0.350 14 Floor Over Garage: All-Wood ]oisNTtuss:Over Unconditioned Space 520 30.0 0.0 17 Fumace 1: Forced Hot Air, 92 AFUE Air Conditioner 1: Electric Cental Au, 13 SBER COMPLIANCE STATEMENT: The proposed building design deaoribed here is consistent with ttie building plsas, apecifications, and other calculatioos subautted with the pemait applicaaon. The propascd building has been designed to mee[ the 2003 IECC requirements in RES checkVersion 3.6 Release 1(focmcrly MECchec~ and to comply with nce manelatory requircmeats listed in the RES checkInspecaon Checklist. Builder/Deaigner Date Y_ r2- <2~cP i?c:vi.°y ccrtify ','Ht tfils p1aA, spcci- fi.co[:oo, cr rcport w•s pccp, nd by nc ar unJcr my dir&'j yvpeR•ision Rd fl-r.:I am 8, duly Licen.cd Yrofix%iunal Atchitect updcr ihc 1avis oFLhc Slatc ofMineesuLt Pr:-:P:ainc; DmVid ~U !eS Dae1 eb Licrose # 44820 ' JUL-06-2006 THU 12:29 PM RAY WELTER HEATING & R,C FAS N0, 6128252303 P, 04 `YY& Date: 7/6106 Revision Date: 7/6l06 New Construction Site Informatian Address 1: 1445 Wellington Way Project Steeplechase of Eagan Address 2: Lot: 33 Block: City: Eagan County: Subdivision: Application Information Business Name: Ray N Welter HVAC MN Contractor License Contact Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Code: 55407 Hause petalls ~ Square Feet: 4675 sq. ft. Avg. Ceiling Ht: 10 ft. Number of Bedr s: 5 t Ventilation : Ba anoed Total Ventilation Capacity : 205 cfm. Minimum Continuous Ventilation :90cfm. Intermittent Ventilation: 115 cfm. Combustion Aopliance Water Heater. Power Vent Input BTUs: 80,000 Independently Vented Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 120,000 Independently Vented ather Cambustlon Aanliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Naturel Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhauat Epuloment Contlnuous Exhaust Venbla6on Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfin): 110 Make-Uo Air No Make-Up Air Required by Code Combustion Air Round Rigiq Required: 6 inches or Insulated Flex: 7 inches Applicant Name (print):Signature/Date: Code Official (pnnt): Signature/Date, C 2004 CenterPoint Energ,y Minnagasco. 2004 Mechanical Code Guidelines. pase I n-ui-cuuotinu) 07:57 P.007/007 FROM,: I NSLA_qT IpMLppLIM PHONE ND. : 612 931 0869 Su l. 18 2905 10: 2fiRM p22 INSULAT[ON SUPPLIES 14 15 --s 5'r" svee~ souin Hopkins, MN 55343 (952) 932-9000 EM5PRAY EM 219 POLYUJ.tE7HANE SPRAY ROAM SYSTEM Descriptian Typical physical Propcrties Emspray EMZ19 Density, lbsJeu.fL 1.9 ASTM D-1622 potyuredeee chemieW foam Comprossive 5hengtli AS'CM D-( 62I system ie a twa emnponent systmdcslgned far opcay Parallel 15-20@ ] 0°/a Bpplications m produee a Perpendicular 10-15 @ 105/6 ngid Peywedmc foom w;tt+ Toos~7e Smngah. aSTM-D-1623 a nominal overell daisiry of paiallel 25-30psi 1.9 poimd pcr euhic foot Sheer Stteagth ASTM C-273 Emspray SMA is a Perpcndicalar 30psi polymerie isoeyanate T6amfs1 Condu°m'ty, $TUA1rAS7M GS 19 ecorahlis Tewave KFaator 0 77"F, IlVIT'IAL .153 yecyanm grpu" Djmensional Smbtlity ASTM D-2126 % volume chaqge ' Em.tipsay EN219 is a 2 days at ZO"F dry <1 • comhinationofpotyols, WatorvaporPermeabiGty 1.4 ASTMC-355 • easalyec agenu, Open Cell Content Q,%o ASTM D-2856 , svfaefant, blowing agens pu e.002cSn/R A T 7A5 fa M E-283A1 Typical Hapd(iag kMZ19 A/B (a)2.25 ITiCHES AC,H~VES .88 Characteristics IN~ VLtcosity Q 751F Typical Combustiliility Properties 190/255 . • Mbting Ra6o by volume Np~'~clrness (4" Test) ASTM ~84 1001100 Flame Sp Spray Raedvlry,'f`ack read 25' Fnc, Sec's . Smoke Deasity 300 • El~l9 5 r(BI3,])ATA REFLCCTS THE Pk7~QRMANCS - OF T9ESfi FOADAS SY A LABORATORY SCALE The foam's properties BURNIAIO TES'C, AND TfM RESULl'S ARE NOT ' • d°~~~ O° TO SE CONSIDHRED OR USbD AS A FIRE ~ : al~ sor~r~ +~+~ah $ ~ HA7ARD CLASSiFICA'I'10N wN0 attE ' duamer H-II uoit ac 1100 NOT IIJTENAED 1'O REFLECT I~fA7JA1iD pai widf a prehaated pg~g~gp 7~,q O& qNY OTktER uDlperanae of 130'F aad ~EF pCN~, FgE a Bnse tempastura of CONDTTIONS. . 17.5'F. The sysmm was , sprsyedaz7a756F nmbient and subsmte tanpetatura In a hvo iach pesa usin6 a fualon ° clty oF eciqcm Name--=6(( /Sia~ Date: Ze -2[a `dCo Site Address: Telephone . 1q4t (p Rim Joist Detail Optlons As ontlined in the new Energy Code, buildings constrncted with three auits or less requ've that ricz joists be put up according to detail options shown below. Please circlel6ighlight the option you will be using. 02 n . A1 • , p:. .1 i pI~ • ~ • , ~ ~~l`-l~l/i^~ ~e'. - ~ 1 i L~ 9s i P /7 ~ •y ,.C ` j F N6 OthGT : ' i. • _ . JUN-1'3-2006 13:11 FROM:MJS, INC. 651-698-5628 T0:3650605 P.1 Toll Brothers, Inc. June 13, 2006 OHNSO 4876 Steeplechase Way Eagan, MN 55122 Attn: Wade Tutt Re: Ramsey Lot #033 (AO # 1346) - Stud Wall Analysis Eagan, MIV zai CLEVELAND Project # 06312 ~ <<, „~y{... Watq lyy~ ~ r AVE.S..SU1TE82 Mr.Tutt, At your request we have perFormed a structural analysis of the s r. r n u L, n1 H "ta11 wall" assemblies at the Family Room, Living Room and Foyer for the referenced residence. Infocmation regarding the framing at these s 5 1 o s- i z e o locations was taken from the wnstruction documents prepared hy Toll Architecture, dated 6-9-06. The following are our comments and recommendations for these walls: 1. 2x6 watl studs at 16" on center are adequate structurally. 2. Some wall stud configurations at beam bearing conditions are not adequate. We have provided recommendations for &aming at these locations (see 1/A.7.A, 2/A.7.A, 3/A.7 and 5/A.7A attached). 3. Note that the stud framing shown on the current construction documents and in our recommendations for the Family Room and Foyer have a maximum deflecrion ratio of span/180 under wind loading per ASCE Standazd 7-98. This deflection does not cause a concem regazding the structural performance of the framing, but we cannot comment on the performance of the exterior/interior Snishes. It is the responsibility of the Architect and Owner to verify the effects of the lateral movement on the proposed finishes with the finish suppliers. Please call with any questions or comments. 5incerely, 'chRi azd W. Johnson, P.E. Minnesota Registration #23406 Post-It° Fax Note 7671 m 651.698.5626 To w MD E FAX:651.698.5628 cJOepti EMAIL: mjseng@qaest,net PhomFea F 3 w~Fr qo ~ . Z ~ ~ Y AND THE PROPERTY OF TOLL BROTHERS, INC. AND ARE COPYR[GHTED. THEY WERE CREATED, EVOLVEO AND DEVELOPED FOR USE ON, W SHALL BE USED BY OR D[5CLOSED TO ANY PERSON, FIRM OR CORP- ORATION FOR ANY PURPOSE WHATSOEVEK WifHOUT THE C6PYkIGHT@ )ENCE OVER SCALED DIMENSIONS CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FORALL DIMENSIONS AND COND[T[ONS ON TOl1 BROTHEI" TIONS SHOWN BY THESE DRAWINGS, o 3 3 r ~ f4f1 Y H D " .r ~r b0 ~ z -n ~ m ~ C 7' 1 7/3' R.O. Y CD ~ A yy N y aI m tA ~ N co v N v ~ N ~ m a r ~ r ° W ~ m 1e,-'1 m m > ~ ~ r 6 ~CSc ~ ~ 5 ob ~ N • a z ~ ~ ~ SUN-13-2006 13:11 FROM:MJS, INC. 651-696-5628 T0:3650605 P.3 ~ 16• 9• 2x6 STUDS e 16" O.C. FRMIEBLOCKIN RHEBLOCI(m ~ - :o HDR PEH P pga 9. •tiM` ~ 1• Lte rs ~'O ~M• /~pn, ~ R Tr. 6~`. . FDR. AS ABi PLAN ~ ° } 1 •LlC(p f~- ~ ~ n 4 L- L tt (O FJw w 5'-4' u~~ ~ FIREPLACE ~ 2'•1p 1/ OPENIN~ V-10 1/8" ~ 2'-9 3/4` 2'-8' 5'-4' 2'•8' DETAIL 2 BALLOON F MED WALL DETAIL ~BAL FED 0.7A gCALE;1/4' = Y-0' FEp a~ gCALE: ' Gp~ CR : I-L~cv 're Ra. bR6r. + 5- 13/4 " x s'rz• w' Fw w., +Ir• R0p Zk SNOr t~ bM• 1SAdr. '1o 4Vp('K' cvr, N,~.i. t.v,. DEsIw.~ PR~I~RT~Et : f= f. q x I oc. P~1 f~ L 2b o• I~!! t31o Psl JUN-13-2006 13:12 FROM:MJS, INC. 651-698-5628 T0:3650605 P.4 14• 5• 24 STUDS 8 16' O.C. p$ pEp AS PER P o v e v H ~ 2'-9 5/8` RREBLOCKMG ~ m m AS PER P N AS PEp PLAN~ ! 'v d ~ e n n ~ '-9 5/8' 2'•9 5/B' ~-3 1/4• 3'_2 2• -N• d'.3 P' )ETAIL 3 BALLO N F WA DETAIL ~BA FED ~ SG4L.E: 1/4' = FED a~.n ~qV z•,. kU ~ Rn. BR s. L -LXb fvw 1?11w ~S 4 y.1UfJ-13-2006 13:12 FROM:MJS, INC. 651-698-5628 T0:3650605 P.5 . ~ ' T. x!e ~d 116 f'~, w/h?. F~ )ED GIB50I ie-•n vz• DAVID RUG 2x6 ALLOON fRAMING A80VE PANELS FLAT BLKG ~ T~RS ~ 2xt2 RAf0. . 71 1/8' . 6 2E' rJsr 'i ~ n ~Le ~Kwtr - Q 7 N~r V~1r OB~.. ~ m U ~ HM AS PR R"M ~ ray,• ~ ~ FIREPLACE OPENING °n D ~ 5'•3 314' 5'-3 3/4' Ch D KC DET~AI~ , 5 FIREPLACE WAL A R. DETAIL FED IASCALE 1/4' =1'-0' FPD 'L - tk 6 To Q JA. 13 It V. SHE ~ 06 4- i -'+-t (s rv w w Aw Of : M SHEtT RI r-i ~ 0 Q M M O ~ H 0 SEf' REU W CC ~ ~ a ~ ' LOT SURVEY CHECKLIST FOR RESIDENTIAL . BUILDING PERMIT APPLICATION ' PROPERTY LEGAL: k4c~, R/y-K --s4W-I ~ 2 0~ ~4~ DATE OF SURVEY: d~Z7 ~L LATEST REVISION: ~Z4101' d ~ ~ c R L U o z a DOCUMENT STANDARDS -.2 . Registered Land Surveyor signature and company .0 ? 0 • Building Permit Applicant „9 ? ? • Legal description .z ? ? • Address ? ? . North arrow and scale • House type (rambler, walkout, split w/o, split entry; lookout, etc.) .0 • Directional drainage arrows wRh slope/gradient % p? . Proposed/existing sewer and water services & invert elevation . . g ? ? . Street name ,g • Driveway (grade & width - in R/W and back of curb, 22' max.) ,g p ? • Lot Square Footage j~ ? ? • Lot Coverage ELEVATIONS Euistina Q Q • PropeAy comers . Top of curb at the driveway and property line extensions- SloA?LO d/~?ft?Q f ~ fd' • Elevations of any existing adjacent homes ~ p? • Adequate footing depth of structures due to adjacent utility trenches Jd' 0? • Waterways (pond, stream, etcJ . Prooosed ? ? • Garage floor 19 ? ? • Basement floor 0 ? • Lowest exposed elevation (walkouVwindow) ~ ? . Property corners - 51a CoMk~ £ 1. fJp} Crad- , L~ 0• Front and rear of home at the foundation_ ou.{S~~e £le.xrp~.S PONDING AREA (if applicable) ~ ? ? • Easement line Z p ? • NWL ~ ? ? • HWL ? jd' • Pond # designation ~ ? ? • Emergency Overflow Elevation ,g' ? ? • Pond/Wetland buffer delineation Y Q . Shoreland Zoning Overlay Distrid Y QD • Conservation Easements DIMENSIONS ~ ? ? • Lot lines/Bearings & dimensions ,g • Right-of-way and street width (to back of curb) ,g • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all strudures requiring permanent footings) X ? 0 • Show ail easements of record and any City utilities within those easements ,p • Setbacks of proposed structure and yard setback of adjacent existing structures 0 ? • Retaining wall requirements: Reviewed By: 2 Date G:lFORMSBUilding PermitApplication Rev. 11-26-04 I re icate of Survey ~ . aF - M W~rN 1446 WELIINGTON WAY TO~j i 9e7.4 r.j 8J. 88.9 L BROTHERS 988.0~~ 9ga ,Corporate Center Curve o agan, MN Zip 55121 m~2 s4 ~ 1 ~ ~ on m°~ 0~ . ti ~ Ch.` Wo o~ a~x 969,9 3:1MaxienumS"a 9 l0 I9989 or Re4aining Wall 1NiU 777/ 9B9A B8 Reqwted ~ s " i 9• uk 0 0 y~~~~ y / bos/k~t °d hOGSe96 go~~OS /7,\ry 990.9 P~ 990.2 ( V /S 9?3.8 ~19n 099 BO' 1S ~2jB ~ ~ G 990.g3oa~ 4l `S n~~~ . NORTS mr * //K982.4 1~\ ~~~j 981.6K ~o4p°,'/ ~,lw 981.1 8, im 983.8 989.5 9,81.1 IV f ~K 7 hpJ 0 30 5 '98L2 80 $CAI..E. IN fEET x 979.~ . 78. x 980.0 ~g0 e ond Ut`\1oY~=\ / 1~~ryy aX`g~\n q ~ eos / "70 ~ xen.o xsn.o /S --~---------L 72 -~-6.14 9772 , 973.0 BENCHMARK b~.s Top Nut Hydrant Lots 6 and 7, Block 3, 67.3 Steaplechase of Eogan sWL Elewtion = 989.61 feet (NGVO 1988) 67.1 96~ VS ~ ~ 967.1 7.1 r d t 51TE BENCHMARK 9 967.2 `P 56' 1 I Top of offset IP opposlte northeaet , NWL=967.5 L~ comer of building envelope. WO House HWL=970.8 ~ Elevatlon = 990.38 feet Garage left Minimum lowest floor [~GAN elevation = 982.1 RE~~ ,m ED San. Sewer Stub Elav.= 978.8 Z~' PROPOSED AREAS LEGEND SULDONG oNSPECT60~S (D9VOMON Area of Lat 5, Block 1= 16,744 Sq. Ft. Proposed House = 2,737 Sq. Ft. Iron monument found r= Drainage Direction O- Iron monument set and marked -840- ~ Proposed 10' contours from grading plan Percant of Lot Coverage= 16.3 7. with 1lcenae No. 23968. -842- = Propoaetl 2' contours from gredfng plan a = Offset iron ^840- = Exiating 10' contours -842 Dralnage & Utility Easement - ~ Exiating 2' contours - < - = Existing sanitary aewer ~ eeo.o = Exieting Elevatlon = Exiating atorm aewer ~ m Proposed elevation from grade - I - = Exlstfng water or development plan Q = Sanitary manhole By oa = Gate valve DatC Bearings shown are assumed D ° Flared End Sectton San. Sewar Stub Elev.= 978.8 FAG/ON ERdGUiESMO DET L ot 5, B I o c k 1 PROPOSED ELEVATIONS S T E E P L E C H AS E Garage floar elev. = 990.7 Top of block elev. = 991.0 Loweat floor elev. = 982.3 O F EAGAN Drowing Flle: 700\L5.B7 DWG Proj DAKOTA COUNTY, MINNESOTA ect No. 03-730-L Toll Bros. Code= 111 33, AO #1346 Subject to easements of record, if any. Duluth, MN. I hereby certify that this survey, plan or report was prepared by Mibbing, MN. me or under my direct su ervisipn and thot I am a duly Licensed RIAK Ham Lake, MN. Land S r under th of the Stote of Minnesoto. Minnetonka, MN. p INCOxroPLAra.n Phone: (952) 933-0972 June 27, 2006 ~ Fax: (952) 933-1153 urt M. Kisch, 1 License No. 23968 Date www.rlk-kuusisto.com RsNeed: pu elly commanG DaG 7-5-OB 6110 Blue Circle Or. • Suite #100 • Minnetonka, MN. 55343 Jul 13, 2006 10~36am . T:\TOII B1othe,s\2003730M\CERTS\LOt Cer1s\Copy-o/-718-L5.B1dw9.dwg 02/22/2007 15:39 6128252303 RAY N WELTER HEATING PAGE 03/03 na,-~- ''~E/~A~fYYZy ~YC I~ Date: 1/12l07 Revision Date: 1/12/07 fVew Construction Site Informdtion Address 1: 1446 Wellington Way ProjectYk: Steeplechase of Eagan Address 2: Lot, #33 Block: Cily: Eagan County: Subdivision_ paplication Information Business Name: Ray N Welter HVAC MN Contractor License Contact Person: JOE Otfice Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Code: 55407 House Detaits Square FeeY. 4675 sq. ft. Avg. Ceiling Ht: 10 fr. Number of Bedrooms: 5 Ventilation : Balanced Tatai Ventilation Capacity : 205 cfm. Minimum Corriinuaus Ventilation :90cfm. Intermittent Ventilation: 115 cim. tft Combustion ApDliance Water Heater. Power Vent Input BTUs: 80,000 Independentiq Vented Fumaae/Bailer. Direct VenUSealed Cnmbustion' Input STUs: 120,000 Independently Vented Other Combustion Aooliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Eauipment Continuous Exhaust Ventilation Capacity (cfm): NA Glothes Dryer (cim): 135 Exhaust Fan Rating (cfrti): 300 Make-Uo Aer No Make-Up Air Required by Code Comhustion Air Minimum Cambustion Air Requirements Met AppliCant Name (prinf):,kle (ti,d/a .r 5ignaturelbate• ~ 0j Code Official (prirtt): Signature/Dat . O 2004 CoMerPOinf Snergy Minnegasco. 2004 Mechanical Code Ouidelines. Page 1 To^ IM . 1 y~G t,,k!/s. 1,.~ aLy Job Name: RAMSEY FEDERAL Truss ID: E34 JID:275033 C{6 %.LOC ~MCI S~ZB !tQ'9 it Etl fit¢ il/I2-CA11 lLtlry{ pe~ ANSi/ttl - tlBS IRL1li WGTION(S) : l 0- t-19 &46 3.50" ~.SO" t[ 2x4 STF sl/sL-fAN IHfb UBSI4l1 IS 118 CDtl1051'R RSULi R Svpret Yais NiM Nw-iiN 213. 8-1E 8S6 8.50^ ~.SO" f6 i~d SPP SI'0D-CM YOLI'ltLB 1AAD CAS&S. 1 -f9 16 1[G ~flQ00B~lfS +bw~ aee baecl ONLY Lxf SlP SIW.fAtl S-1. 5-E IP GNCaS .1Y8 ItIDICAio BN 11t8 ULl1INC. 2 -108 ]b w tLe [a.ae u[eri.l caeL iwriY i-9 19¢f .W mm ON I.5^ BAN60 NAdY FOA flic [ws is heluN ~ iee W lq luSt YlIift Rq'asiu I{C/IIC [mss plate v+lw ve haeeA .e t-!LY AMO i" GNCR IUILB 60! INLSI.lLY A4CBi-!6 1id Spec~Piutiw 2 BN -1010 1.50^ tea[i W aNdrova1 u reqai~N Yy IYC l]OE LIlDAS. I! S.S^ CVN NAL.4 ALL OSlU, iH6 llig bclaeN = Yes, I~e. tasce lu[er = 1.00 ixl IfW YI~Wf. 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MIAL 56.30 psF DBPL WTIO• L/2407C• L/2401 ~ ~oll Architecture ~ January 23, 2007 ~ : (~El/lEVVE" aV., ~A- Chad Carroll Steeplechase of Eagan - Signatures ~ o~L~ ~ z g-- 0-7 4876 Steeplechase Way C~", lr~;n C.momCc;Ko^~r,a C~~;~ Eagan, MN 55122 ~ 1 H4b w~ll+ ~y RE: Ramsey - TB ot 4033 ~ 7 y y Z Z Dear Chad, For TBI Lot #033, install horizontal7/16" OSB sheathing on one face ofthe front garage walls from the bottom of the bottom plate to the top of the top plate using 8d. nails at 3" o.c. edge nailing and 6" o.c. field nailing. The edges of the OSB must be blocked. The sheathing may be installed on the interior OR the exterior of the wall. (1) LTT20B Simpson holdown is required at the locations indicated on the attached plan. See attached calculations and holdown detail for more information. If you have any questions or concerns, please do not hesitate to call. Sincerely, To11.lkrothgzsF,JT!~:this Flaa, speci- fica?ion, ur r--7xrtt w•Wv prcpared by me ur u:der my d'cec[ supervision and thut I Grn a u'ufy Licenscd Professioiud Engh-,uer undcr Chc laws of the Stxte of'vliimesota. P.-int Name: ISA L4. GF.OSSL~ SipR Date t Li 444835 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License #44835 CC: Jerry Lamina LMG/11 SESG_1tr0017 SPR #24527 Task #40758 EAS'TERN DR'ISION 250 Gibcaitar Rui+d 0 Horsltaro, PA 19044 m (215) 293-5300 o FAX: (215) 293-5313 I'FIILADELPHIA a ORLANDO m SCO'(TSDALF. x DALLAS o DtiNVER o LOS ANGELES A ~Oll cBtOthBlS COMP,4NY wi e.e, aio w.w.M. z-e woe e-rru a~ LIN I uea srea ooon ~ Q 2'-1 1/4' b'-3 7/B' 3'-7 ! ~ SDESTAL 5tU( 2/0 33'-6 1/2" 10'-0 1/2" ° ' Ft zio o xnF F W8%21 STEEL BEAM STUDY ~ ~ i IG e R\ N ~ ~ `618' T E'X' DRVWALL FOR z i 3/0 CEILIN S, BEAMS, A. WALLS 131) x ADJAC NT TO LIVING AREAS 4 12' OEEP GARAGE RPRON RECESSED 3 2•2882 1' BELOW SLAB BRICK VENEER APRON FEOESSED 7` 6ELOW SLA9 'a7' OH DOON . .Y El. -7' 18'x7' O.H. OODfi 8'-2 1/2° 2'-1 1/2' 2'-10 3/4' 16'4 1/2' 2' 0 3/4" 5'-0' 5'-4' 3' 10 ' 12'-1 1/2' 22' 0" 10.8. 67'.1 7/2' ? h~*e'+_, cc^.'~ Faf ,h:;Pl.~n, e f:ca'.ioiy or re~:ort ; sepa n p,7) me or urder mydirect superv 1, nq,7 'wTW,n I~Tf'Lo S Hvld.*w?t and that I an a dufy i,iccnsr,d s Professional Tari,ieer tnder iha FIRST FLOOR PLAN lativsoftne3we ofMin:,e5ouL SCALE: 114"=1'-0" Print ;1ame: ISA iEL Si~a:Y:re: SP-~ 2-'}-SZ1 - s~SU I T~ I ~0¢-~33 _ K~.,,,,,~,.~,~ v.(__~~~~J L 2-2x STUDS AT HOLDDOWN SIMPSON LTT206 HOLDDOWN ' a ° . Q . . o. . a . i d q d d a . . ~ e d o a q o .a aa. d 'a. a 8 , Q a a d 5/8" DIA. ALL-THREAD ROD. DRILL AND INSTALL WITH SIMPSON "SET" ADHESIVE OR EQUIVALENT , (MIN. 4 1/4" EMBED,) I hereby certify tbat this plan, apmci- ficetion, or rerc:,~t was prepated by DATE INIT me or under my disect supervision and that 1 arn a duly Liccnseci 1-z3-o~ LMG Itofessional Engincer uuder tha ;avrs o: ;h;; StaYr oE Mnunesota. D. LnT Name: ;viM. GFOSSE Signe.we: -'Yt 4444& Date ~i Lic4L #44835 Q 2004 TOLL BROTHEkS, [NC. COST CODE: SPR #24527 - SESG, TBI LOT #33 - RAMSEY MODEL SCALE: 1" = 1'-0" HOLDOWN DETAIL 1 OF 1 Toll Architecture Project: Ramsey 250 Gibraltar Rd. Date: 1/23/2007 Horsham, PA 19044 By: L. Grosse (215) 293-5300 Sheet: 1 SPR #24527 - SESG, TS! Lot #33 References: ASCE 7-2002, IRG2003, IBG2003 Location: Steeplechase of Eagan - Signatures Method: Simplified Basic Wind Speed, V= 90I ° MPH importance Factor, I= 1;0 (Building Category 2, Table 6-1) Exposure Factor: B ; Mean Roof Height, H= 25;5'1,. ` Roof Angle = 30:260 HeighUExposure Factor, 1;00. Design W intl Pressure, Ps = 2*I'Ps,o (ASCE - 7-2002, Figure 6-2) A. Horizontal Pressure: Zone PS30 fPSt) Ps(Psfl A- Wall - End 17~8 17.80 B- Roof - End 72e2 12.20 C- Wall - Center 74:2 ' 1420 D- Roof - Center 9'.8 9.80 B. Worst Case Uplift Pressure = 10,8 psf Roof DL = 17 psf 2/3 DL = 11.339 psf > 10.8 psf I hereby ocrtify that this plsn, speci- fication, ot repr.R w as prepared by me or undcr my dinx.K supcrvisivn and tiiat I am a d:tly Liccneed I'ref:.e3int3s3 f ac:n:;tc nticerfiTt Iax-s nY t;ie 3iat: of Yiiuncsota. Pr'at :damc: .T. ;A M. CROSSE Signatare: a Date Li c N4483S i + Toll Architecture Project: Ramsey 250 Gibraltar Rd. Date: 1/2312007 Horsham, PA 19044 By: L. Grosse (215) 293-5300 Sheet: 2 Side to Side Wind Roof Height, RH = 7:75 ft. Tributary Width, Wb = 13 ft. Second Floor Wall Height, WHz = 8:08 ft. Second Floor Joist Depth, Dj = 1?4' ft. First Floor Wall Height, WHi = 9':08' ft. a= 10% * Building W idth = 1.3 ft. < 3 ft. 2a (6 ft. min) = 6 ft. Wind Force is Acting at Top Plates Wind on Walis =(1/2*W Ht+Dj+RH)((4a`Zone A) +(W b- 4a)(Zone C)) = 3779 Ibs. Shear Wall Length (ft) Shear (plf) % Capacity Capacity (Ibs) Actual Load (Ibs) Front Garage Wall (Seg 1) 3.83 686 55°/a 1445 Front Garage Wall (Seg 2) 5.75 686 55% 2169 3675 3119 OK! I hereby certi£y tbat ffi;s plan, spec;_ fication, or tenwt wac pr red ae er uo&r my di:etK sa;>ervision and ihai : arn a duly Licensed Profewsio!zaI Cafineu ucder thp ~axs of tt,a S:..ic of'Phuincsota. Ptint Nxna; I5A Fvf. GROSSE SigrtaY;se: ~ 7'YI ,~QL T''?=e 1 0'1 Lic N44835 Toll Architecture Perforated Project: Ramsey 250 Gibraltar Rd. Shear Wall Date: 1/23/2007 Horsham, PA 19044 Calculator By: L. Grosse (215) 293-5300 Sheet SPR #24527 - SESG, TBI Lot #33 Seg 1 Wall Panel Lengths Sum of Solid Wall Panels = Ls„, = 3.83 ft. 12:08 ft. Overall Segment Length = Ls =::12'.08 ft. -825 ft. Overall Sum of Shear Wall Panels = L= 3.83 ft. _ ft. % of Overall Shear Wall = 100% ft. Total Load on Wall Line = P,o,i =,;..1,445 16. ft. Design Shear = v= 377.3 plf ft. Total Load on This Panel = PP = 1,445 Ib. 3.83 ft = Ls,,, Shear Wall Height = H= 9ft. Height of Maximum Wall Opening = h ! 7,. 'ft. Check Sheathing Capacity Percent solid wall panels = Lr„ / Ls = 31.7 % Max wall opening as percent of wall height = h/ H= 77.8 % Percent of sheathing capacity allowed for perforated wall per IBC table 2305.3J.2 = %cap = 55 %o;: Required sheathing shear capacity = v/%cap = v reqd = 686.0 plf Use Sheathing: F 7/16" OSB Sheathing w/ 8d. Nails at 3" at sheet Capacity = 588, e, plf > V Reqd edges, 6" o.c. Q Intermediate Supports, Edges blocked - HORIZONTAL OK Sheathing ONE SIDE of wall Check wall avertuming Mot = Pp x H 13,006 ft# Dead Load Resistinq Overturninp wall 9.33 ft x 8.0 psf = 74.6 plf = DLWII Roof ft x 11.3 psf = 0.0 plf = Dlroja- o 2nd floor ft x 8.0 psf = 0.0 plf = DLfl b~~ ~ Length of Wall Retums (add'I wall contributing DL) = Lr = 0.0 .It.+^ Mr = 0.6 [Dwall (Ls + Lr) + (DLflr2 + DLroof) Ls] Ls / 2 3,268 Jt T holdown = (Mot - Mr) / Ls = 806 Use Simpson Holdown: o -I ~ 3 b~; ~ i3 S~ LTT20B Holdown W/ 10-16d. Nails + 5l8" dia. Thr. Rod 1756 i P o'~ . ` ° • -n o 3 m . r io G. ~ Vf SPR 24527 Ramsey Garage Portal Garage 1 Toll Architecture Pertorated Project: Ramsey 250 Gibraltar Rd. Shear Wall Date: 1/23/2007 Horsham, PA 19044 Calculator By: L. Grosse (215) 293-5300 Sheet: q` SPR #24527 - SESG, TBI Lot #33 Seg 2 Wall Panel Lengths Sum of Solid Wall Panels = Lm = 5.75 ft. 22.00 ft. Overall Segment Length = Ls =;22.p0 ft. -16.25 ft. Overall Sum of Shear Wall Panels = L= 5.75 ft. ft. % of Overall Shear Wall = 100% ft. Total Load on Wall Line = Pmti =-"2,169 s lb. ft. Design Shear = v= 377.3 plf ft. Total Load on This Panel = PP = 2,169 Ib. 5.75 ft= Ls„, Shear WaII.Height = H= 9'-. ft. Height of Maximum Wall Opening = h= 7;- ft. Check Sheathing Capacity Percent solid wall panels = Lsw / Ls = 26.1 % Max wall opening as percent of wall height = h/ H= 77.8 % Percent of sheathing capacity ailowed for pertorated wall per IBC table 2305.3.7.2 = %cap = '$5;:% Required sheathing shear capacity = v/%cap = v reqd = 686.0 plf Use Sheathing: 7/16" OSB Sheathing wl Sd. Nails at 3" at sheet Capacity 686 plf > V Reqd edges, 6" o.c. @ Intermediate Supports, Edges blocked - HORIZONTAL OK Sheathing ONE SIDE of wall Check wall overturning Mot = Pp x H 19,525 ft# Dead Load Resistinq Overturnina , wall 9 ft x 8.0 psf = 72.0 pif = DLwale s, q tri} ~ f~oof ft x 11.3 psf = 0.0 pif = DlroofR'~ ~ 2nd floor ft x 8.0 psf = 0.0 plf = DLflr2g v~ Length of Wall Retums (add'I wail contributing DL) = Lr = OA ff; .Z -j .F; p Mr = 0.6 [Dwall (Ls + Lr) + (DLflr2 + DLroof) Ls] Ls / 2 10,454 ff.~ ? a,'~'' `•i9 ^t ~ ~ " w .~4 T holdown = (Mot - Mr) / Ls = 412 Use Simpson Holdown: LTT20B Haldown W/ 10-16d. Nails + 5!8" dia. Thr. Rod 1750- SPR 24527 Ramsey Garage Portal Garage 2 Address: 1446 Wellington Way Zip: 55122 Permit: 74422 THE FOLLOWGYC 1TEMS WERE / WERE NOT COMPLETE AT F[NAL INSPECTION ON: ` fl/`/Q 7 Yes No Comments Final grade - 6" from siding Permanent steps - gara e VIZ Permanent steps - main ent Permanent driveway Permanent gas Retaining Wall or 3:1 Max Slo e fJ D 6~ o/~IZ L%~ E- Sod/Seeded lawn Trail/curb dama e Porch Lower level finish Deck Fire lace ' i4 ov • 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 exists. • Call the City's Engineering Depathnent at 651-675-5646 prior to working in nght-of-way or installing iaigaCion system. ~ BUILDING INSPECTOR: Site address: ~ I?//2~cv~`~6n lNtty~ Lot ~ Block ~ Subd. On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insula6on protection, air tightness, and ventilation, was adopted. As a resulf, the Cify of Eagan is requiring that the following information be submitted prior to issuance of a Certificate of Occupancy. _ This structure: is construct2d to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR This structure: will be consWcted to meet more restricGve requiremznts of Chapiers 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MO6EL BTU'S VENTING TYPE Water Heater 7 j Q^ Fumace lp,~,~ ?X %~Gg~ ~d ~ Dryer VENTED EXHAUST SYSTEM LOCATION TYPE MODEL CFM's YES No Kitchen kitchen ~ /k Bathrooml Bathroom 2 ~ X Bathroom 3 Bathroom 4 sa X Other • VENTING FIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL - BTU'S OIRECT ATMOS ~G, ~tlC CS~`G ~i ? ~ ~ ~ MAKE-UP AIR MODEL TYPE CFM's 136 I hereby acknowledge that the above information is correct and agree to compiy with the Minnesota nergy Code and City of Eagan requirement ~ Ze Signat ~r-y~ C~ Date ~ Company Name ` This form is the responsibi(ity of the General Contractoc. PERMIT City of Eagan Permit Type:Building Permit Number:EA162201 Date Issued:07/02/2020 Permit Category:ePermit Site Address: 1446 Wellington Way Lot:5 Block: 1 Addition: Steeplechase Of Eagan PID:10-72540-01-050 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: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Brian C Bowlin 1446 Wellington Way Eagan MN 55122 (816) 665-8875 Legacy Restoration LLC 15350 25th Ave N, Suite 114 Plymouth MN 55447 (763) 354-7660 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA162201 Date Issued:07/02/2020 Permit Category:ePermit Site Address: 1446 Wellington Way Lot:5 Block: 1 Addition: Steeplechase Of Eagan PID:10-72540-01-050 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: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Brian C Bowlin 1446 Wellington Way Eagan MN 55122 (816) 665-8875 Legacy Restoration LLC 15350 25th Ave N, Suite 114 Plymouth MN 55447 (763) 354-7660 Applicant/Permitee: Signature Issued By: Signature