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1438 Steeplechase LaneMvI71k;loY REScheck Software Version 4.1.3 Compliance Certificate Project Title: Glencoe Model Report Date: 09124/08 Data filename: K:1_ENGINEERING SERVICES\_HVAC DEPT-Energy Calculations\MN\Steeple Chase of Eagan- Carriage-S ECR1003\Glencoe-Classic-003-9_11 _08.rck Energy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Multifamily Glazing Area Percentage: 13% Climate Zone: 2 Construction Site: Owner/Agent: Designer/Contractor: Steeplechase of Eagan - Carriages- SECR Toll Brothers Inc. Toll Brothers Inc. L 4W Steeplechase eirole L A.`E 250 Gibraltar Road Eagan, 12 Horsham, PA 19044 Permit # 003 Permit Date: 0912412008 Compliance: 24.8% Better Than Code Maximum ILIA, 476 Your UA: 358 Basement Wall 1: Solid Concrete or Masonry 769 0.0 5.0 Wall height: 9.0' Depth below grade: 8.5' Insulation depth: 8.5' Window 3: Basement <= 5.6 R2:Vinyl Fmme:Double Pane with 4 Low-E Exterior Wall 4": Wood Frame, 16" o.c. 294 13.0 0.0 Exterior Wall 6": Wood Frame, 16" o.c. 1452 19.0 0.0 Window 2: Above-Grade:Vinyl Frame:Double Pane with Low-E 250 Door 7: Solid 20 Door 8: Glass 20 Band Joist: Wood Frame, 16" o.c. 105 19.0 0.0 Garage wall: Wood Frame, 16" o.c. 242 19.0 0.0 Door 5: Solid 17 Flat Ceiling: Flat Ceiling or Scissor Truss 1236 44.0 0.0 Sloped Ceiling: Cathedral Ceiling (no attic) 410 44.0 0.0 Slab-on-Grade: Slab-On-Grade:Unheated 47 5.0 Insulation depth: 2.0' Furnace 1: Forced Hot Air92 AFUE Air Conditioner 1: Electric Central Air13 SEER 61 0.350 1 24 69 0.350 88 0.210 4 0.340 7 6 13 0.210 4 33 10 38 Compliance Statement: The proposed building design des died here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The prop?3er'}-HtAK1iAg'tj??b clan lo5nmeet the 2000 Minnesota Energy Code requirements in REScheck Version 4.1.3 and to comply with-iftetmancWgiy ' Tite?leetittV ., o pl%4 REScheck Inspection Checklist. me or undo my direct 1:Ilpervision (/15a GYbSSt - f?S Sf if ec ? and that T nr a fe J-i- J r i Name - Title cear?? SjaRgtf Frte;n Date o^runder the lairs Jt2t-- of %-imusota Project Notes: Elevation: Classic Pr1,t Nam,:!: „ SA U GROSSE Sipatare: Project Title: Glencoe Model r? 'p(?j Data filename: K:\ ENGINEERING SERVICES\_HVAC f0R? aI1!ti#, t aGbase of Eagan- Carriage-SECR\003\Glencoe-Classic-003-9_118. rok 63J5 Report date: 09/24108 Page 1 of 4 Page 1 of 1 Jeffrey Wheeler From: Pam Dudziak Sent: Thursday, September 04, 2008 1:03 PM To: Jeffrey Wheeler; Sarah Thomas Subject: RE: zoning question No. The subdivision ordinance (Sec. 13.20) provides that model home may exist until the project is sold out and at that time the developer must restore the area to a normal residential character. I don't think there were any special provisions or time limits on model homes written into the development contract. Pam Pamefa, Dudziak Planner, City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 ph: 651-675-5691 fax: 651-675-5694 e-mail: pdudvak@cityofeagan.com From: Jeffrey Wheeler Sent: Thursday, September 04, 2008 12:37 PM To: Pam•Dudziak; Sarah Thomas Subject: zoning question Hello Ladies: Toll Bros is proposing to remove there construction trailer and move there construction office into the bsmt of the model town home at 1442 Steeplechase Lane. The Lower level will be finished into three offices and a bath room with access through the walkout at the rear of through the unoccupied Model home above. Do you have any Zoning issues with that? Thanks Jeff Jeff Wheeler I Building Inspections I City of Eagan City of Eagan 13830 Pilot Knob Road I Eagan, MN 55122 1(651) 675-5680 1(651) 675-5694 (Fax) I jwheeler cit ofeagan oom THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 09/04/2008 tSep.-l l_- 2008, 9:12PM6126252303 RAY N WELTER HEATING No. 5545 P...2_ 82103 Date; 9111/08 Revislon Data: 9111/08 Site-Information Address 1: 2 Steeplechase Lane Address 2: City: Eagan County: Application Information Business Name: Ray N Welter HVAC Contact Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. lip Code: 55407 House Details Square Feet: 3374 sq. ft, ft. Avg. Ceiling Wt: 12,25 Now Construction Project #: Steeplechase of Eagan Lot: 3 Block: 6 Subdivision: MN Contractor License #: Number of Bedrooms: 3 Yentilation : _ Balances Total Ventilation Capacity : 181 cfm. Minimum Continuous Ventilation :60cfm. Intermittent Ventilation: 121 cfm. Combustion A liance Water Heater: Power Vent Input BTUs: 80,000 Independently Vented Fumace/Boiler: Direct Vent/Sealed Combustion Input 8TUs: 100,000 Independently Vented Other Combustion Appllances 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 Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 136 Exhaust Fan Rating (cfm): 70 Make-Up Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 5 inches or Insulated Flex. 6 inches Applicant Name (print):??c /}? C A-01, A129 Signature/Date 14?? Code Official (print): Signature/Dot . * 2004 Center.Point EncW Mim aza=o. 2004 Mechanied Code C;uidclima. Page i ,ga sn Zoos RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permits are required for each unit Date -/ /// /'M Site Address Unit # Property Owner ( G?I) 3GS` t??S l ( Telephone # Contractor W644 6& 6CJJ Street Address /J (' Cit loll-, Sv y - State ? / INi / Zip Telephone # (zlla) Sv (? Bond #: ?? t! t!i4571 Expires: R - ol17 - 6y The Applicant is Owner Contractor Other Fire repair (replace burned out appliances, ductwork, etc.) $ 90.00 This fee applies when extensive mechanical repairs are made to a building. Add-on or alteration to existing dwelling unit ' $ 50.00 furnace iAdditional -Replacement _ New air exchanger air conditioner _ heat pump Z other /l iE State Surcharge p ?,?- 709 J .50 $ Total - 50 $ rU? 1 hereby apply for a Residential Mechanical Pemtit 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 with the. Mechanical Codes; that I understand is 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 actor ce with the approved plan in the case of work which requires a review and approval of plans__-----___?1 , , KsntiN.Lt6&7A -6<''a. `? ,,V Applicant's Printed Name Applicant's Signature /qt-(O srra ??? LA) TL AWED ?JiJILDING IRIS CC NS DIVISION Job Name: TOLUSTEEPLECHASE MODEL Truss ID: F21 JIM 257433 BBC X-LOC REACT SIZE REO'D TC 4.2 SET C2300F3.8E UPLIFT REACTION(S) : 1 0- 1-19 890 3.)5" 1.50" 8C 9x2 SPF #1/#2-CAN ® For floor ap4li cati ons.(oat roofs), 2x6 min. Support 1 -293 lb 2 14- 1-12 1S020 S-50" 9.68- WE8 4x2 SPF STUD-CAN st,.Rh.Tk bridging, or cross bridging (per ---------LOAD CASE 01 DESIGN LOADS ---------------- 3 31- 6-1D 1203 3.7S 3.50" 2-4x2 SPF STUD-CAN 5-21, 6-23 MST RE), is To gON red at 10 O.C. or less. pit L.Plf L.Loc R.Plf R.LOc LL/TL BRG REQUIREMENTS shown are based ONLY 7-23, 8-24 .. . ..... r a .... . TC Vert 79.95 0- 0- 0 79.95 31- B- 8 0.80 on the Truss material at each bearing 3-4x2 SIRE STUD-CAN 6-21, 7-24 Ribbon blocks have not been designed to BC Vert 15.99 0- 0- 0 15.99 31- 8- 8 0.00 BE? React Uplift Req'd Size 8-25 945 support the point load(sl shown. ...Type... lbs x.LOC LL/TL 1 890 -293 1.50" 25-16 They may be attached with (4)1Dd nails. TC Vert 6720.0 12- S- 0 0.67 2 IS028 o 4.68 .a(PMJ-PLATE MONITOR USED-See 30int Report-' Loads at the truss ends must be applied TC Vert 6720.0 16- 8- 0 0.67 3 1203 0 1.50 plating spec ' AN5I1TPI - 1995 directlyy to the chord. THIS DESICN IS THE COMPOSTTE RESULT OF MOTE:MAXIMIMUM TRUSS SPACING IS 19.2 " O.C. REPAIR-THE 6720# POINT LOAD AT 12-5-0 MULTIPLE LOAD CASES. Mark all interior bearingg locations. HAS MOVED TO 30-1-0. THIS LOAD ALSO IF HANGERS ARE INDICATED ON THIS DRAWINC, Install interior support(s) before erection. CHANCED TO 8000#. THE 6720# LOAD AT 16-8-0 THEY ARE BASED ON 1.5" HANGER NAILS FOR Double truss connection Cbyy others) unless HAS CHANGED TO 5700. AN ADDITIONAL BEARING MAX DEFLECTION (s1-PLY AND 3' HANGER NAILS FOR MULTI-PLY otherwlsad specified. A11 loads shall be SUPPORT MUST BE PROVIDED AT 10-1-0. L/926 MEN 26-27 (LIV LC 3 GIRDERS. IF 2.5' GUN NAILS ARE USED, THE distributed (by others) equally t9 each , L- -0.22" D- -0.09" T- -0,32" HANGERS MUST BE RE-EVALUATED (BY OTHERS). ply. THE POINT LOADS MUST BE CENTERED ON THE TOP canal MweIR MI CHORD OF BOTH PLIES. TC CIWP. W0.. / TEH6, WR. CSI 3-3 0 1. / 0 1.00 0.09 2-3 -1566 1. / 14n 1.00 B.ss - ALL PLATES, UNLESS OTHERWISE NOTED, 3-4 -2569 1.00 / 1011 1.00 0-]3 4-s -32401.00 / 3652 1.00 0.26 MAST BE INTACT AND PRESSED IN THE 6_s -2817 1.00 iiv O0 m ores WOOD PER TPI. 7-8 3 / 6711 3.00 O. S9 e-9 -sn61.W / ns7 a.WI o.v A ADEQUATELY SUPPORT THE TRUSS e-la -sfieo 1.00 / 1:99 1.00 o,n UNTIL THE REPAIR 15 COMPLETE. In 11 -s99s 1.g0 / aw 1.00 B.z: a LET IN 4X2 VERTICALS UNDER THE DIAGONAL 11-12 -5996 3.00 / 950 1.00 0.31 I1-13 -59961.00 / 4$0(1.00 0,32 WEB AS SPECIFIED. 13-14 -a6so 3.00 / o,I' x APPLY TWO (2) LAYERS OF 3/4", APA ( MIN. 14-ss -06701.00 / 0.14 35-1fi -13fi6 1.00 / 0.07 314in. APA Span Rated Sheathing 48/24 Exposure - SPAN RATING 48/24), EXPOSURE 1, PLYNA000 lfi-n / a(3. W) 0.07 TWO LAYERS ON EACH FACE. ' X S" (OR SB) TO EACH FACE WITH SIMPSON . 4 4. B[ come WR- / raa. mal csI SCREWS (OR EQUIVALENT) ® 3.0-O0"DC. IN ALL 1e-19 -fi.. 1. / 14fis 1.BO o.u COVERED MEMBERS. z019- -n 21 --11376: 30 1.00 / 3331 3237 1-W 3 ME • THE SCREWS SPECIFIED ARE TO BE APPLIED 1. / 46 TO EACH FACE THROUGH BOTH GUSSETS "n -5041 3. / zm0 1-00 . 0-.do n-z3 -70111. / 1791 3. C0 Bs6 7<5.6 (DO NOT SCREW IN LAYERS). z3-24 -11037 1.00 / a.el t-"'i Le -5236 1.00 / o.1e THE SCREWS MUST BE EVENLY DISTRIBUTED zs-zs -10ax 1.00 / 7906(1.10) 0.90 5-1-0 20-1-0 THROUGHOUT. xs-v -ee 1.00 / ssz3n.om o.n 6720# POSITION THE GUSSET(S) AS SHOWN. z1-2e / 918a l.ao B.s3 B-12 za-z9 / UM LM *:P 1 2 3 4 5 8 B 9 10 11 12 13 14 15 1177 Re Capp, me" / TINS-(Wa,) CSI 2-PLYS 8.12 1-16 -96 1.Ce / 00.01 z-76 idea 19 / 74111.00; .31 REQUIRED ?, z W=3-e ^ a9 idea 1.10 / 2349 1.10 0.33 8720# L/ 0-36 -196 1.00 / ..as 36 3-0 4-10 1.5-3 1.5-3 15-3 -ss -196 1.00 / 1183(1. L0 1,as 3.8 N. 2. -1a4fi 1. C0 / 23eu.a0 0as 1.5-3 1.5-3 8 6-8 3-4 3-8 3? 5-20 / 635(1.00 0.16 s-u -1341(1.OO)/ 0.06 T T 1-31 / 617(1.00) 0.06 1i-0 130 7-23 -74 37(1,00)/ 0,41 >-z1 / 6369(1.00) 0.69 3b 3 g-1g 3E 38 6-34 -0409(1.00)/ 0.41 3b B-8 4.4 e-zs / lmssa.ao) 0.91 1.5.3 TIE 9932# 1.5.3 TIE 9-35 -6694(1.00)/ 0.28 14-1-12 772g# 3-6 10-25 -575O.Oz >o-z6 / 656(1.00) 0 16 2 2. 00 03 MXIB-16 l z6 1. / 0. 33 za 021.00/ 70(1. .114 o.v 4 4X2 LET INS UNDER 1HERE UNERI11,11NAI1DIRpiAN.S1. I:- 33 n 9701.00 / 300¢00 O.u 4, 7 212 1.00 DIAGONAL, PER PLY. W-3-6 UI ICAI'IUV OR KLPOtt I \1 tV PR SIPAKISU 1 / 0.03 15 n -n 1.00 / 1621(1.00) 01.41 MX/8-16 01 NIE Olt UN OCN :NY' DiREC i YL PERT ISION is z8 2034 1.ao / 0.31 TIGHT FR IS REQUIRED. i6 -i6 / 979(1.00) 0.24 \9D 'r11 A'I I APT A DGI1' it E(,AS I IRE1) VNO 16-ze -S7v(1.82ol 0.23 18 19 20 212 23 24 25 26 27 230 n-ze -4s11./ o.01 31-8-g FESSICIN:\L ENGINEER 1'S DC HF, L3WF- OI THE--I Art O nuN 0O ._0315 TRUSPLUS 6.0 VER: T6.5.31 AUTOMATED UILDING WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. nm de¢W4faanmdmsuWbu, • comp minmlr0:+3 mkhm, enba• m•Wd6omlons P(Ow brm•wmpo mawdamr Men•In upeanm MWm mvs l•naWTPI+mP PPexpnYVpaN•. Na rnym tllNl umed l•reMm nlatturary. O6n•norm mecolo.mm+n.eMm...naerwddingdomen•rwwlosam•aeo. Tl»wntin9n•w9n.. pond-.rmmM m• mess s.oev-da+d e Oust: LYMAN LUMBER &10: Drive_S_jM61S49fs_LD0005_)00001 Dsgnr: TODD #LC. 4 WT: 1829 COMPONENTS v uUned, lNae.e,en,rrese- .e th, adln,Imposed by no bpd WBalng bane and m. p•nkm+ ,epee Thed•mgn®nm••ma3m•lopohed TC Live 40. 00 psf DurFacs L=1. 00 P=1.00 N weraer 6m=m er m. mmemor.he.INrM.,M ms oomm w,d Hlramlly name br s,ga wmmna m+ImM m,swv.naam, edesa•m•,wne A c l a TC Dead 10. 00 psf Rep Mbr End 1.00 na ep au man, ,eed. emem9mmm.ln.Im.mmPM,fmmpmmmmemxmodyWkd•eWCMnglemph Tmaoleaev.m+h Rep Mbr Comp 1.00 100 Zephyr Avenue 50Ut en nd.-6•s•..m. mnNm,.mN•m orm•oom l•.uNO dvA am2or mos•mrm.rmr nes.-oan. loo-1 nean., baser ' ' HC Live 0. 00 sf p Rep Mbr Tens 1.00 55363 Montrose, MN a.a;nM.+. nmPn r,.,n T,,,...1 •mm?ar•, 9o?m.m cwu+g 091017 a•goa wNm. mN w+.:r.wmm•+wn1n•rMm,una a.ss.ran C MPC ENT 6AFETY INFORMATION' ' ' ' BC Dead 10. 00 psf O.C.Spacin9 1- 7- 3 '0 PHONE: (800) 248-4041 BUILDWG G N - -WOOtl rr,mC•un•iWPmorka 6laMaN geFNn Pe6p•ned4deq ,WfCA1 µ9P7P11 1563 D'O •IrI OMe M•]'¢•n e T% kl I tl ' ' Design Spec TPI 675 3572 FAX 763 n O , , byW(CA and TPA Tre TNY RN¢InaM ) •® e x IBC511-0]).nd BfSI6lINMARY 3HEETB •I M1i l OL RW3G 1 1 h ee NW SI BM W TOTAL 60. 00 psf 0 TC L/48 L 4 - : ( ) a. ng w, . g e•L , + , Wwaomm5371B.1n. Amxiun FCnsl+M Papr/u.odadon lAFPAI Iab•dINNi1 1 DEFL RATIO: / 8 -?) 5 - A:0077NG /&uw/vI STEEPLECHASE OF EAGAN 4889 Pilot Knob Road • Eagan, MN 55122 • (651) 688-8655 F - I engineers Gat the job done right 5201 E. River Road, Suite 308 Minneapolis, MN 55421-1027 Phone: 763.572.2500 Fax: 763.571.1168 MEMORANDUM DATE: August 28, 2006 TO: Lyman Lumber Company P. O. Box 130 Chanhassen, MN 55317 ATTN: Justin Spreitzer SUBJECT: Wood Post Capacity, Medina Model, Eagan, MN PROJECT NO.: 206.1116 Lyman Lumber Company is requesting that Ulteig Engineers determine the capacity of a post installed at the above model residence under construction. The following information is noted: 1. The post is a solid 6 x 6 Southern Pine, 112 grade member. 2. The post has an unbraced height of approximately 10'-1". The wood post, as described above, can support an allowable download of 12,640 lbs. If Ulteig assumes a maximum load eccentricity of 1" with respect to the center of the column, the wood post can support an allowable download of 10,000 lbs. A determination of site-specific loading, top and bottom post connections, and the adequacy of supporting and supported members, is not included under the scope of this review. Please contact Ulteig Engineers if you have any questions or comments. DS (ta) 1 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. Daniel Sargeant Minnesota Registration No. 26817 Date: 8-28-06 Minneapolis, MN • Detroit Lakes, MN • Fargo, ND • Bismarck, ND - Sioux Falls, SD www.61teig.com 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 9 651-675-5675 FAX 4 651-675-5694 New Construction Reouiremenls 3 registered site surveys showing sq- ft. of lot, sq. ft. of house; and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plant lot platted after 711193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form Remodel/Repair Requirements 2 copies of plan showing footings, beams, joists 1 set of Energy Calculations for heated additions 1 site survey for additions & decks Addition - indicate don-sde septic system Date 0'2- / U 1 / Q (-Q (4,e Construction Cost Site Address 144 D? ?f pptCr (??y Unit/Ste # Description of Work 1 V-\1? 'TU A' V l IVVL? Wo ' (?` eh C i>-^ 0'1 f Q w ? ?' __/ Multi-Family Bldg V Y_ N Fireplace(s) _ 0 - 1 - 2 j ` Property Owner T e`?? C7? ?S Telephone # ( LoVj0 ?1 n?j -tIC?C? Contractor 1 0 ?rf ?f 1e? ? / Address l ? O p (i> t V Q P / ? t t ?loilr, i. 7Yl UC) City Fnaar\ State Zip V-?tot Telephone # ( (_E)k) 'AAOC? - G F, COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeory 1 _ Minnesota Rules 7672 Energy Code Category . Residential ventilation Category 1 Worksheet New Energy Code Worksheet (J submission type) Submitted Submitted . Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Y X ?N If yes, date and address of master plan: Licensed Plumber Ik4mu ,k? 1 Tit l u 1n` lh? 1 (1G Telephone If ( -ILD? 4q n -L9 I M Mechanical Contractor ?U Wel e? Vl\i k-( Telephone #((pl)) '?Ra - n O Sewer/Wafer Confracfor_;4 ? Telephone #-( 1 } sr?fEr--i?r-s? 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. - ?, ?, ??l Applicant's Printed Name Applicant's Signature P? -a : SSD. C31 PP -7aq60: Rio-60 57ai ,? Office Use Only Cart of Survey Reed _ Y _ N Tree Pres Plan Recd _ Y _ N. Tree Pres Required _ Y _ N On-sfte Septic System _ Y _ N DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) W 03 01 of3 plex ? 09 07-plex 13 17 Garage ? 22 Porch/Addn. (4-sea.) ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gaiebo) ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Types V 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement Description: Water Damage ? 30 AccessoryBldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. ? 35 Int Improvement ? 38 Demolish Interior ?. 44 Siding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors *Demolition (Entire Bldg) - Give PCA handout to applicant Yes Valuation 13z,zoo.eo Plan Review _ 100% or _ 25% Census Code ?d SAC Units # of Units / 3 # of Bldgs Type of Const Y/3 Occupancy MCES System Zoning R `) City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width 3 5, REQUIRED INSPECTIONS p Footings (new bldg) Zc Sheetrock _ Footings (deck) >a FinaVC.O. _ Footings (addition) _ Final/No C.O. _p Foundation _ HVAC ?o Drain Tile Other Roof yo Ice & Water 0 Final _ Pool _ Ftgs _ Air/Gas Tests -Final Framing - Siding _ Stucco Lath _ Stone Lath -Brick Fireplace J° R.I. 7° Air Test t° Final Windows L° Insulation - _ Retaining Wall Approved By?"94? Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total I`3ffie meat lyf a P l0.lz Cn,JZizep en-FR? RP-t°RR con6N w o 5? . ft x lro- O ? 4/7 5q 5?,F'`I K 17315?ffixS??? 30-00 «q 5j . `rX3D.?D II3/1Z(q.O-c Permit # Permit Date REScheck Software Version 3.7 Release 1 b Compliance Certificate Pro?e?tUTinitle ?oll Brot ers Inc -Steeplechase -Carriage Collection -Revised Glencoe o e (0 - 003.0 Report Date: 02120/06 Energy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Multifamily Glazing Area Percentage: 19% Construction Site: Owner/Agent: Designer/Contractor: Eagan, MN Rick Kittredge DJR Architecture, Inc. Toll Brothers Inc 333 Washington Ave N, Suite 210, 1400 Corporate Center Curve, Suite 110 Union Plaza Eagan, MN 55121 Minneapolis, MN 55401 651.365.0551 612.676.2700 rkittredge@tollbrothersinc.com lopelt@djr-inc.com Compliance: Passes Maximum UA:435 You, Home UA 411'--, 5.5% Better Than Code (UA) Ceiling 1: Raised or Energy Truss: 1731 44.0 0.0 38 Rear Elevation Wall: Wood Frame, 16" o.c.: 727 19.0 0.0 33 Window 1: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 1: Above-Gmde:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 2: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 3: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 4: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 4: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 5: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 4: Above-Grade:Wood Fmme:Double Pane: 16 0.350 6 Door 1: Glass: 19 0.220 4 Door 1 copy 1: Glass: 19 0.220 4 Front Elevation Wall: Wood Frame, 16" o.c.: 384 19.0 0.0 22 Window 9: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Side Elevation Wall: Wood Frame, 16" o.c.: 577 19.0 0.0 25 Window 10: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 10 copy 1: Above-Grade:Wood Fmme:Double Pane: 16 0.350 6 Window 10 copy 1: Above-Grade:Wood Fmme:Double Pane: 16 0.350 6 Window 10 copy 2: Above-Grade:Wood Frame: Double Pane: 16 0.350 6 Window 10 copy 2: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 10 copy 3: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 10 copy 3: Above-Grade:Wood Frame:Double Pane: 16 0150 6 Window 10 copy 4: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 18: Above-Grade:Wood Fmme:Double Pane: 8 0.350 3 Door 3: Solid: 20 0.166 3 Side Elevation Basement Wall: Solid Concrete or Masonry: 485 0.0 10.0 27 Front Elevation Basement Wall: Solid Concrete or Masonry: 345 0.0 10.0 19 Rear Floor: Slab-On-Grade:Unheated:, Insulation Depth: 4.0' 38 10.0 26 Slab:-Slab-On-Grade:Unheated: Insulation Depth- 2,T 146 10.0 1-0-5-- Toll Brothers Inc - Steeplechase - Carriage Collection - Revised Glencoe Model U nit (06-0003.0) Page 1 of 2 Compliance Statement: Statement of Compliance : The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 3.7 Release 1b and to comply with the mandatory requiremeA ist t RESch ck Inspection Checklist. bM ft" jrWa Builder/De igner Company Name Date Toll Brothers Inc - Steeplechase - Carriage Collection - Revised Glencoe Model Unit (06-0003.0) Page 2 of 2 Certificate of Survey OF 1438, 1440, 1442 STEEPLECHASE LANE INVALL C Q??'dr"FP ®h8 SO? O U /O 0986.0 L1 , \/s \ / 84.3 \?rop I.P. °4. X 61R'L9 '?985.27V / 6,? ak /S\ \ / c 7 `?r?\so \\ 0 :o q,D \ o' IO? 1&?i WO House p Minimum lowest floor elevation = 978.1 Prop. San. Inv. elev.=971.3 6/A TOLL BROTHERS 1400 Corporate Center Curve Eagan, MN Zip 55121 ?Y ?Ll 989.1 ? ` ?s WAY \O J?O O? ? n T - 7S \ Top I.P. N I \ .00\987.74 \ x'01 y 988.\ 992.9 ? \ N ?9•? -0 982 \ 92 .0 a op. 1 _ 'I'd, 40" ST 986.3 05 986.0 1??O4, Q( ?eeoo(? l 9 .a$ 06 . •?ep is \ 97 1 O ?OMQ' ge (? !P 76.7 00\ A `% V \ h1 o . ? 7e.0 fig' \ oa ??Q n J t% ?V `• 1 ay 978.6 ?Q 4j0y 9n.§ cod ec ?%. S9 7.7 a oy?F 3:1 Maximum slopes .oo\ r or Retaining Wall Will y 5 ®977.1 976-?_ Ba Required -I r_ '®986.8 00\ / 985.5 ` / shy / 92 , Qd'e• / I ^aL Plp fee lQ r4 ? 977.0 BENCHMARK Top Nut Hydrant Lots 1 and 2, Block 3, Steeplechase Elevation = 989.17 feet (NGVD 1988) 03-a"- 9'39'13" iT /\T f L 56 vv i L.v I NFL=963.9 H =969.4 NORTH 7 0 30 SCALE IN FEET LEGEND SITE BENCHMARK Top of offset IP opposite northwest comer of building envelope. Elevation = 985.27 feet AREA Lot 1 Area=19,524 Sq. Ft. Total Condo area=703,324 Sq Ft. 20% Max. Coverage=140,665 Sq. Ft. Foundation Lot 1=6676 Sq. Ft. Remaining coverage Available=133,989 Sq. Ft. Bearings shown are assumed r = Drainage Direction -840- = Proposed 10' contours from grading plan -842-- Proposed 2' contours from grading plan -840-- = Existing 10' contours -842=- = Existing 2' contours - < - = Existing sanitary sewer -«- = Existing storm sewer - I - = Existing water 0 ry - WE ? 111 By Date Z I EAGAN EN IG ®om- ftAUAN Lot 1 Block EAU EW ® PROPOSED ELEVATIONS S T E E P L E C H A r??'` raga floor elev. = 988.4 V Top of block elev. = 988.73 `?'[. Z? ?G Lowest floor elev. = 980.06 O F EAGAN SULMHOi BNSPEC'li'IONS DIVISION 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 supervision and that I am a duly Licensed Land Surveyor der the laws of the State of Minnesota. February 3, 2006 Irk L. Pape, MN License No. 40317 Date Revised: Pr City Comments Date 2-1e-08 Drawing File: 700\L1.B8 DWG Project No. 03-730-L ^ Duluth, MN. \ Hibbing, MN. .K Ham Lake, MN. PJ Minnetonka, MN. xvasrsro LTD Phone: (952) 933-0972 Fax: (952) 933-1153 vvvvw. rl k-ku usisto.com 6110 Blue Circle or.-Suite #1oo -Minnetonka, MN. 55343 • - Iron monument found o - Iron monument set and marked with license No. 40317. B - Offset Iron = Drainage & Utility Easement sm.o - Existing Elevation ® = Proposed elevation from grade or development plan Feb 17. 2006 9:280m LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: <Sf l L ILK n ??e /?I z : r DATE OF SURVEY: LATEST REVISION: m m c R L U o `z a DOCUMENT STANDARDS ? ? • Registered Land Surveyor signature and company Y] 0 ? • Building Permit Applicant ? ? • Legal description ? ? • Address ? ? • North arrow and scale ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ? ? • Directional drainage arrows with slope/gradient % ? D • Proposedlexisting sewer and water services & invert elevation K ? ? • Street name g ? ? • Driveway (grade & width - in R/W and back of curb, 22' max.) -9 ? 0 • Lot Square Footage ,ra ? ? • Lot Coverage ELEVATIONS Existing ? ? • Property comers ? ? • Top of curb at the driveway and property line extensions ? 'l ? • Elevations of any existing adjacent homes ? ? • Adequate footing depth of structures due to adjacent utility trenches ,H ? ? • Waterways (pond, stream, etc.) Proposed ,' ? ? • Garage floor 'z ? ? • Basement floor ? ? • Lowest exposed elevation (walkout/window) ? ? • Property corners ,p' ? ? • Front and rear of home at the foundation PONDING AREA (if applicable) ? ? A ? ? ,e1 ? ? ?z ? ? ?f ? ? • Easement line • NWL • HWL • Pond # designation • Emergency Overflow Elevation • PondNVetland buffer delineation • Shoreland Zoning Overlay District • Conservation Easements • Lot lines/Bearings & dimensions • Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) • Show all easements of record and any C' tilities within those easements • Setbacks of proposed structure and s' eya d etb?ck of adjacent existing structures • Retaining wall requirements: ? Reviewed G:/FORMSIBuilding Permit Application Rev. 11-26-04 Certificate of Survey TOLL BROTHERS ' OF 1400 Corporate Center Curve 1438, 1440, 1442 STEEPLECHASE LANE Eagan, MN Zip 55121 r 6. ti?? Llj?G 8 989.1 AQ \ }/ O WAY INSTALL ®5?®N ?lL , 6? ?rE OR SOD ?Qy -N '0 2 s Bp --r-- - - to \bb Op 67174 ` ?? N I O /? ko e0' 98&?. 99209 r? n! /° X6986.0 ' nary°?' ?? r0 _._ \ 0, ?'?Of? 9y+.2 ^ 986.0® O' /O d's/ib?os ° g? ooq°s f?oQogoc°a r 2 / Ko p 9es.5 9o ea } Q ?d? 9 1 oc op I.P. ?',S 9 .??. 4 x 5.27'P'. ?0 ? 984.^ 97S p O\ 5.3 / qo?' 44 60\ 01r eea o° ?\ 9 0 s O°e C ?.' 76.7 c?? Q \ 9e eo Q oaJ? (? n. / LS f6 Vly xC o ,°\R 07 p/ ?.jjtfl I WO House Minimum lowest floor elevation = 978.1 Prop. San. Inv. elev.=971.3 BENCHMARK Top Nut Hydrant Lots 1 and 2. Block 3, Steeplechase Elevation = 989.17 feet (NGVD 1988) 7.42 76 0 O . 1 00 ec,w ' Q O+?,O 9e? ?° `2 , / 133 9 ?n 977.E 78.0 °q eC . c F \9 977.7 4 y ? e s\ l a o e 1,? °0`®477, f 977.0 V A \O \ ?.; 3:1 Maximum Slopes or Retaining Wall Will Ba Required -J ?1? I ?V. of -972 ° 976.2 S8939'1iPPW-96&- ''?? /lITI /lT r L 56 vv 1 NORTH N L=963.9 H =969.4 0 30 SCALE IN FEET LEGEND SITE BENCHMARK Top of offset IP opposite northwest corner of building envelope. Elevation - 985.27 feet AREA Lot 1 Area=19,524 Sq. Ft. Total Condo area=703,324 Sq Ft. 20% Max. Coverage= 140,665 Sq. Ft. Foundation Lot 1=6676 Sq. Ft. Remaining coverage Available=133,989 Sq. Ft. 0 = Iron monument found a = Iron monument set and marked with license No. 40317. ® = Offset Iron = Drainage & Utility Easement esmo = Existing Elevation <J? = Proposed elevation from grade or development plan Bearings shown are assumed r = Drainage Direction -840- = Proposed 10' contours from grading plan -842-- Proposed 2' contours from grading plan -840- - Existing 10' contours -842=-= Existing 2' contours - <- = Existing sanitary sewer -«- = Existing storm sewer - I - = Existing water ° ° n ED By =Nit Date '- ? d EAGAN ENGINEERING DEPT. Lot 1 Block V EAGAN ® PROPOSED ELEVATIONS ??VI Garage floor elev. = 988.4 STEEPLECHASE [3* p-V-Mck elev. = 968.73 2l2 ? Jt) Lowest floor elev. = 980.06 O F EAGAN DAME. BIDIL®1N2a IR18PECYIG4l18 ®OVO Drawling File: 700\1-7.88 DWG DAKOTA COUNTY, MINNESOTA Project No. 03-730-L Subject to easements of record, if any. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor der the laws of the State of Minnesota. February 3, 2006 Irk L. Pape, MN License No. 40317 Date Revind: Per City Comments Date 2-18-08 ^ Duluth, MN. \ Hibbing, MN. RLK Ham Lake, MN. Minnetonka, MN. Ru5s1&To LTD Phone: (952) 933-0972 t / Fax: (952) 933-1 15,03 www.rik-kuusisto.com 611a slue circie or.•suite #1 oo- Minnetonka, MN. 5534,3 Fah 17. 2006 9: 28am 2006 RESIDENTIAL BUILDING PERMIT APPLICATION • City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 4 651-675-5675 FAX 4 651-675-5694 New Conshuction Requirements 3 registered site surveys showing sq. ft. of lot, sq. R. of house; and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan if lot platted after 711193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form RemodeliReoalr Requirements 2 copies of plan showing footings, beams, joists 1 set of Energy Calculations for heated additions 1 site survey for additions & decks Addition - indicate Hon-site septic system 'Z-', k) ..-1AUQ1Z ('F-7 P4L4 S W3a93 Pe Ci o tTtip ` dtg4? ? -1o60 Office Use Only ' Cart of Survey Recd _Y lr Tree Pres Plan Recd _ _Y _N Tree Pres Required _Y _N On-site Septic System _Y _N 1'9\* 101998 Date (_, / U k / u Construction Cost Site Address t ?n Ali Ce T P C yC1( 1 Unit/Ste # tion of Work Descri - p Multi-Family Bldg Y - N Fireplace(s) _ 0 - 1 - 2 Property Owner 1 ??U t Y 1e ?S Telephone # ( lorJl)n'?- G5F 1 Contractor 1 V E cW 4--N ? U ? ? r Address 144 St t ?1 p In [? Ctf O: 1 _ • yy p" zip Telephone#(Vl=j1) ',(nom (1 a e COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category I _ Minnesota Rules 7672 Energy Code Category • Residential ventilation Category 1 Worksheet New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Y X N If yes, date and address address of master plan: #(lb? ?q b- G11? l Licensed Plumber ?U'Y?(?Ll`'Y1lP`.?>rA.", Iht?T Telephone Mechanical Contractor A\I l?t' 4.t CV- N" J Telephone # ((yl ,?) CO0D Sewer/Water Contractor, cvw-c 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. Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext- Alt - Multi .K 03 01 of 3 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) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Types RD 31 New ? 35 Int Improvement ? 38 Demolish 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 'Demolition (Entire Bldg) - Give PCA handout to applicant Description: Water Damage_Yes Valuation d? © oo cn Occupancy (S MCES System Plan Review -\L-100% or _ 25% Census Code Zoning R f City Water SAC Units / Stories _ - Booster Pump # of Units / Fes' Sq. Ft. ?j PRV # of Bldgs ! Length I Fire Sprinklered Type of Const / Width 3Z REQUIRED INSPECTIONS 10 Footings (new bldg) _ Sheetrock Footings (deck) io Final/C.O. _ Footings (addition) FinaUNo C.O. Foundation RVAC I° Drain Tile Other - Roof 0 Ice & Water ?Q _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final Framing _ Siding _ Stucco Lath _ Stone Lath -Brick Fireplace )d R.I. p Air Test ?A Final _ Windows n Insulation - Retaining Wall Approved By: ---------------------------- ---- Building Inspector ------ -- -- ----------- Base Fee -------- ---- -------------- ------------ ------------- -------- ty kF4lli J e ? 15- -59 x /?_ D O Surcharge a5? ?vtCVt? 179;?r S/^ F }1C 15- D Review Plan o 0 AP/oalL MC/ES SAC CU17elze7??cA 6bSFtFrx3a.?o City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total , • t Permit # Permit Date REScheck Software Version 3.7 Release 1b Compliance Certificate Moi!i1 Uri ii ( 60003 0)ers Inc - Steeplechase - Carriage Collection - Revised Medina Report Date: 02120/06 Energy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Multifamily Glazing Area Percentage: 15% Construction Site: Owner/Agent: Designer/Contractor: Eagan, MN Rick Kittredge DJR Architecture, Inc. Toll Brothers Inc 333 Washington Ave N, Suite 210, 1400 Corporate Center Curve, Suite 110 Union Plaza Eagan, MN 55121 Minneapolis, MN 55401 651.365.0551 612.676.2700 rkittredge@tollbrothersinc.com lopelt@djr-inc.com r: r Ceiling 1: Raised or Energy Truss: 1739 44.0 0.0 38 Rear Elevation Wall: Wood Frame, 16" o.c.: 697 19.0 0.0 32 Window 1: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 1: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 2: Above-Grade: Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 2: Above-Grade:WoGd Frame:Double Pane: 16 0.350 6 Window 1 copy 3: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 3: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 4: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Door 1: Glass: 19 0.220 4 Door 1 copy 1: Glass: 19 0.220 4 Front Wall: Wood Frame, 16" o.c.: 372 19.0 0.0 19 Window 1 copy 5: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 6: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 13: Above-Grade:Wood Frame:Double Pane: 5 0.350 2 Door 3: Solid: 20 0.166 3 Loft Walls: Wood Frame, 16" o.c.: 310 19.0 0.0 17 Window 1 copy 7: Above-Grade: Wood Frame:Double Pane: 13 0.350 5 Window 1 copy 8: Above-Grade:Wood Frame:Double Pane: 13 0.350 5 Rear Floor Slab: Slab-On-Grade:Unheated: , Insulation Depth: 36 10.0 25 4.0' Floor Slab: Slab-On-Grade:Unheated: , Insulation Depth: 2.7' 139 10.0 100 Compliance Statement: Statement of Compliance: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 3.7 Release 1b and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Toll Brothers Inc - Steeplechase - Carriage Collection - Revised Medina Model Unit (06-0003.0) Page 1 of 2 lss?, MCIMIt "k-f" 19C BuilderlDesigi er Company Name D48 I Toll Brothers Inc - Steeplechase - Carriage Collection - Revised Medina Model Unit (06-0003.0) Page 2 of 2 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTYLEGAL I?51"I?LSI (K t? r ?7T?( ?Sx yT 4 DATE OF SURVEY: < LATEST REVISION: Z m m c A s U ` O v z ¢ DOCUMENT STANDARDS ? ? • Registered Land Surveyor signature and company ? ? • Building Permit Applicant d ? ? • Legal description 0 ? ? • Address ? ? • North arrow and scale ? ? e 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 B ? ? • Street name ,fy ? ? • Driveway (grade & width - in RAN and back of curb, 22' max.) .0' ? ? • Lot Square Footage ? ? • Lot Coverage ELEVATIONS Existing ,,B ? ? . Property corners 0 ? ? • Top of curb at the driveway and property line extensions ? X ? • Elevations of any existing adjacent homes ? ? • Adequate footing depth of structures due to adjacent utility trenches Z ? ? • Waterways (pond, stream, etc.) Proposed ? ? • Garage floor ? ? • Basement floor ? ? ? • Lowest exposed elevation (walkout/window) H ? ? • Property comers ,e' ? ? • Front and rear of home at the foundation PONDING AREA (if applicable) ? ? + Easement line ,H ? ? • NWL ' ? ? . HWL 'z ? • Pond # designation B ? ? • Emergency Overflow Elevation ? ? • Pond/Wetland buffer delineation NN • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS pJ ? ? • Lot lines/Bearings & dimensions ? ? • Right-of-way and street width (to back of curb) ,P1 ? ? • 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 ' t ities within those easements ? ? • Setbacks of proposed structure ands ey d etb ck of adjacent existing structures ? ? • Retaining wall requirements: Reviewed By: Date 72/? GJFORMS/Buil ding Permit Application Rev. 11-26-04 Certificate of Survey OF 1438, 1440, 1442 STEEPLECHASE LANE ROSION IR9 TAE., r. OR SOD A J- \O ?.?jtfl I ? WO House Minimum lowest floor elevation = 078.1 Prop. San. Inv. elev.=971.3 BENCHMARK Top Nut Hydrant Lots 1 and 2, Block 3, Steeplechase Elevation - 989.17 feet (NGVD 1988) 977.0 ?8. o3-972 58939'13"W__%e__ /. or LEGEND SITE BENCHMARK Top of offset IP opposite northwest comer of building envelope. Elevation = 985.27 feet AREA Lot 1 Ar124 Sq. Ft. Total Condo area=703,324 Sq Ft. 20% Max. Coverage= 140,665 Sq. Ft. Foundation Lot 1=6676 Sq. Ft. Remaining coverage Available=133,989 Sq. Ft. Bearings shown are assumed Lot 1. Block 8 STEEPLECHASE O F 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 supervision and that I am a duly Licensed Land Surveyor der the laws of the State of Minnesota. February 3, 2006 Irk L. Pape, MN License No. 40317 Date Rev"' Par City commeate Data 2-16-08 Garage floor elev. - 988.4 Top of block elev. - 988.73 Lowest floor elev. = 980.06 PROPOSED ELEVATIONS Drawing File: 700\L1.68 DWG Project No. 03-730-L ^ Duluth, MN. \ Hibbing, MN. Ri.K Ham Lake, MN. Minnetonka, MN. IQ7VSXBTO LTD Phone: (952) 933-0972 Fax: (952) 933-1 1 ?'3 \s/ www.rik-kuusisto.com 6110 Blue Circle or. -suite #10o-Minnetonka, MN. 55343 ?Qti?S ON O0 ,J965.3 XIIII7 o? ? s sso Q??lo Quo 00 TOLL BROTHERS 1400 Corporate Center Curve Eagan, MN Zip 55121 r 8. I, / 8 989.1 Q .6 1 `S?\ WAY s\ ss ?j SrB, N-_- l. ?/ °Aa JS \O\ 87.'74 O N i O `? 968.7 ?'s°1 a \\ N 992.9 A" \986.8 40 {P \ \ .4 °AC \ O 986 92 >_ b se's \ 66.0®a ?o \ 9g k. r 965.50 age JNO' ryp 1s"& SIX'r°? `te 986.3 9' ep 2 R• VAS 986.0 r' ego °'OOe >1 ?oQoye `ea O" 965s 9e oa Qrd3 Q oow ooct 984., 9 97 r9 o°q°s 6 roQ°$e N76.7 M1 985 r . \?OJ?e ??' A '65"0 ?hry eo it O, 42 „ eh 76.0 J D C ° ° OR e tea \ 3Q g ? Q? OJe °J ti k' 11 ? C P} 3.De r•Qd?ems OQ (? 133 978.0 .?. ?977.§ OO?OC qb J2 7 c F ,. \9 7.7 iSyr 3:1 Maximum Slopes e1 S \ b eo ??. ?°0`771 i or 6?:taining Wall Will \ - .5 976---_ Ba Required ? • = Iron monument found O = Iron monument set and marked with license No. 40317. a = Offset Iron = Drainage & Utility Easement seao - Existing Elevation = Proposed elevation from grade or development plan NORTH 7 0 30 SCALE IN FEET r- = Drainage Direction -840- = Proposed 10' contours from grading plan -842- - Proposed 2' contours from grading plan -540-- Existing 10' contours -842- = Existing 2' contours -<- = Existing sanitary sewer -«- - Existing storm sewer I - - Existing water ly e E By j!zg, Date l BAGAN ENGINEERING DEM Feb 17. 2006 9:1160m `11?gAr. W, ,6P -7ay'A a 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 9 651-675-5675 FAX 9 651-675-5694 New Construction Requirements 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan if lot plafted after 711193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form * i W 1, 35 co,-,So D. So fic 35 ? e Use OnW Of ?? Ged of Survey Reed _Y _N Tree Pres Plan Reed . _y _N Tree Pres Required _y _N On-site Septic System _Y _N -,rw i iai-?4?-A 9#-10,899 Date 0(0 Construction Cost _ Site Address e Unit/Ste # % tt Description of Work t YNA I l I') Multi-Family Bldg K Y_ N Fireplace(s) _ 0 - 1 - 2 x J ] 1 ?? l?l_ Y? Property Owner 11 - (71 t( _ Telephone # ( (De 0? -C Ar, contractor <?L1 \v--\c -- Address _ l_ f city QC? t( l State 1V? l" _ zip J'_)IA_l I Telephone # (&S () 3L G:,- COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category I Worksheet New Energy Code Worksheet (J submission type) Submitted Submitted Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _ Y N If yes, date and address of master plan: Licensed Plumber P1 to+t„ ?l6 1 +{( k VA5 Mechanical Contractor 4510`0kr_ ? \ - r. . Sewer/Water G Telephone # ( Ito L R p - L At UC) Telephone #(41iaj gam` - Telephone #(!a}} `-? G 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. Applicant's Printed Name p _D1442), ry) RemodeiReoair Reouirements 2 copies of plan stowing footings, beams, joists 1 set of Energy Calculations for heated additions 1 site survey for additions & decks Addition - indicate don-site septic system Applicant's signature ,%d DO NOT WRITE BELOW THIS LINE Sub Types , s s ? 01 Foundation ? 07 05-plex ? 13 1&plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of 3 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) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Types M 31 New ? 35 Int Improvement ? 38 Demolish Interior ?. 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Buildin g` ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolition (Entire Bldg) - Give PCA handout to applicant Description: Water Dam age,Yes l1 Valuation 1 fl®? ?? Occupancy R NICESSystem Plan Review ?0 100% or -25% Census Code Zoning R- City Water SAC Units / Stories Booster Pump # of Units / D -C 3 Sq. Ft. PRV # of Bldgs y Length Fire Sprinklered Type of Const_ Width REQUIRED INSPECTIONS %A Footings (new bldg) _g Sheetrock _ Footings (deck) eo FinaVC.O. _ Footings (addition) FinaVNo C.O. )o Foundation _ HVAC to Drain Tile Other Roof 1 0 Ice & Water X Final Pool _ Ftgs _ Air/Gas Tests -Final )a Framing _ Siding _ Stucco Lath _ Stone Lath -Brick Fireplace f R.I. e Air Test LOFinal _ Windows X) Insulation Retaining Wall _ Approved By ng Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total (?U?-izt4(>e 3R ( s4 •F? x??o? t3?scm?fr ?9z????tx o „J•n45?YY1ea?f?+?.`n:slfel?5y y Sf ,/.T X Z J. oa ? I / ig t q t l vD IZ 1 -/, q ,z z $9 ?tX `J ?. Ott Cc?Jelzet> e9hZ1 5-0 st 'F* x 3°.0© sq .fit x 30`00 541- 0 0 / 3902, oa Permit # Permit Date REScheck Software Version 3.7 Release 1 b Compliance Certificate Mo? N'Uriit (060003 0)ers Inc - Steeplechase - Carriage Collection - Revised Wayzata Report Date: 02/20106 Energy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Multifamily Glazing Area Percentage: 19% Construction Site: Owner/Agent: Designer/Contractor: Eagan, MN Rick Kittredge DJR Architecture, Inc. Toll Brothers Inc 333 Washington Ave N, Suite 210, 1400 Corporate Center Curve, Suite 110 Union Plaza Eagan, MN 55121 Minneapolis, MN 55401 651.365.0551 612.676.2700 rkinredge@tollbrothersinc.com lopelt@djr-inc.oom r Ceiling 1: Raised or Energy Truss: 1966 44.0 0.0 43 Front Wall: Wood Frame, 16" o.c.: 368 19.0 0.0 20 Window 1: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 1: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Side Wall: Wood Frame, 16" o.c.: 670 19.0 0.0 32 Window 1 copy 2: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 3: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 3: Above-Grade:Wood Frame: Double Pane: 16 0.350 6 Window 1 copy 4: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 4: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 5: Above-Grade:Wood Frame:Double Pane: 11 0.350 4 Window 1 copy 6: Above-Grade:Wood Frame:Double Pane: 11 0.350 4 Transom Window: Above-Grade:Wood Frame:Double Pane: 8 0.350 3 Door 1: Solid: 20 0.166 3 Rear Wall: Wood Frame, 16" o.c.: 765 19.0 0.0 33 Window 1 copy 5: Above-Grade:Wmd Frame:Double Pane: 16 0.350 6 Window 1 copy 6: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 6: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 7: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 7: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 8: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 8: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 9: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 7: Above-Grade: Wood Frame:Double Pane: 16 0.350 6 Window 1 copy 7: Above-Grade:Wood Frame:Double Pane: 16 0.350 6 Door 2: Glass: 19 0.220 4 Door 2 copy 1: Glass: 19 0.220 4 Side Basement Wall: Solid Concrete or Masonry: 603 0.0 10.0 34 Front Basement _Wall: Solid Concrete _ _-_ _ 18 Toll Brothers Inc - Steeplechase - Carriage Collection - Revised Wayzata Model U nit (06-0003.0) Page 1 of 2 .. t Rear Slab: Slab-On-Grade:Unheated: , Insulation Depth: 4.0' 40 10.0 27 Slab: Slab-On-Grade:Unheated: , Insulation Depth: 2.7' 156 10.0 112 Compliance Statement: Statement of Compliance: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 3.7 Release 1b and to comply with the mandatory equirements listed i RESch k Inspection Checklist. BuilderlDesig Company Name D to Toll Brothers Inc - Steeplechase - Carriage Collection - Revised Wayzata Model Unit (06-00010) Page 2 of 2 14 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: )61 IidSkv K ti ?7e?? IP('l t? ? L1 DATE OF SURVEY: LATEST REVISION: m c m U_ Q O z ? ¢ DOCUMENT STANDARDS ? ? • Registered Land Surveyor signature and company PJ ? ? • Building Permit Applicant ? ? • Legal description 13 ? ? • Address 'z ? ? • North arrow and scale 'z ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ,f ? ? • Directional drainage arrows with slope/gradient % X ? ? • Proposed/existing sewer and water services & invert elevation B ? ? • Street name q ? ? • Driveway (grade & width - in R/W and back of curb, 22' max.) ..B ? ? • Lot Square Footage Ja ? ? • Lot Coverage ELEVATIONS Existing ? ? • Property corners ? ? • Top of curb at the driveway and property line extensions ? ? • Elevations of any existing adjacent homes ? ? • Adequate footing depth of structures due to adjacent utility trenches z ? ? • Waterways (pond, stream, etc.) Proposed '4w? ? ? • Garage floor ,B ? ? • Basement floor ? ? • Lowest exposed elevation (walkout/window) ? ? • Property comers ? ? • Front and rear of home at the foundation PONDING AREA (if applicable) 'V 0 0 e Easement line '0 ? ? • NWL ,H ? ? • HWL 'B ? • Pond # designation Z ? ? • Emergency Overflow Elevation ? ? • Pond/Wetland buffer delineation N • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS pJ ? ? ? ? ,D ? ? • Lot lines/Bearings & dimensions • Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) • Show all easements of record and any C' til' ies within those easements • Setbacks of proposed structure and s' eye, d etb?ck of adjacent existing structures • Retaining wall requirements: Reviewed GJFORMSBuilding Permit Application Rev. 11-26-04 J Certificate of Survey OF 1438, 1440, 1442 STEEPLECHASE LANE INSTALL FROS'ON UEa7YC? ®p. S®® 110 TOLL BROTHERS 1400 Corporate Center Curve Eagan, MN Zip 55121 ?Ll 989.1 I?G \O` Y WAY o 10 73, 9 67p I.P .74. N 1 \009 T b. 98&.7 g N 992.9 OP" e'2p \ 986.4 1 lag D o 9oJ1 "ATOO 9e I ° r_ n /A7 A \K60 ,, ?,?/?b?°S 00? \6 985.5 /0 \? 86.0 r ,IZ, 984. `I$ ?•?O?°9ott)% 9e C? . 9 97 1 .0, N QZ q y ,t ? 78.7 •`? ("JJ n O \ y o?? eF f r ,? ? ? tt og • 05 78.0 .42 ` ?o` ? w ?? 'ice • ,. . J ` 'i4\ ? o -J ( ? ???y 97978.00 FCa 0\9 7.7 a py? 3:1 Maximum slopes e ° i or Rz?taining Wall Will s °o ®97zi s7s lea Required s74= 48.03-972 S o 976.2 S89 39'13 "W-sse - 0 /li iTl /\T ?' L 56 NORTE • `VV N =963.9 ?? II H =969.4 S 2b? O e J / se o d 'Pl°P I.P. •? 985.27\ / 6;'h 00\ 15.3 ° 9j0 O° I ? WO House Al Minimum lowest floor elevation = 973.1 Prop. San. Inv. elev.=971.3 BENCHMARK Top Nut Hydrant Lots 1 and 2, Block 3, Steeplechase Elevation = 989.17 feet (NGVD 1988) 0 30 1!9 SCALE IN FEET Cary eea Qt d>$e< r.Q °i 977.0 LEGEND SITE BENCHMARK Top of offset IP opposite northwest comer of building envelope. Elevation = 985.27 feet AREA Lot 1 Area=19,524 Sq. Ft. Total Condo area=703 324 Sq Ft. 20% Max. Coverage=140,665 Sq. Ft. Foundation Lot 1=6676 Sq. Ft. Remaining coverage Available=133,989 Sq. Ft. Bearings shown are assumed Lot 1 , Block 8 N B EWE r = Drainage Direction -840- = Proposed 10' contours from grading plan -842-- Proposed 2' contours from grading plan -840- = Existing 10' contours -842-- Existing 2' contours - < - = Existing sanitary sewer -«- = Existing storm sewer - I - = Existing water Ib ° e E 1 By Date EAGAN ENGINEERING DEP'T'. PROPOSED ELEVATIONS Garage floor elev. - 988.4 lop of block elev. - 988.73 STEEPLECHAS OF EAGAN L o - T q//'6 Lowest floor elev. = 980.06 DAB SUII,MMG MSPECTCONS ®1t7 MON Drawing File: 700\L1.B8 DWG DAKOTA COUNTY, MINNESOTA Project No. 03-730-L Subject to easements of record, if any. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor der the laws of the State of Minnesota. February 3, 2006 Irk L. Pape, MN License No. 40317 Date ROOM& Per City Comment. Date 2-16-06 ^ Duluth, MN. \ Hibbing, MN. .K Ham Lake, MN. PJ Minnetonka, MN. XU SUSTO LTD Phone: (952) 933-0972 Fax: (952) 933-1;153 vvvvvv. rl k-ku usisto. teom 6110 Blue Circle Or.. Suite #100. Minnetonka, MN. 55343 e = Iron monument found a = Iron monument set and marked with license No. 40317. a = Offset Iron = Drainage & Utility Easement ano.o = Existing Elevation = Proposed elevation from grade or development plan Feb 17. 2006 9: 28am 5??( 30,sd 2006 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN `55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permits are required for each unit I I / Date I / 1 I L40 y/? SI-EW W n- # ie a r Site Address . v . / - Owner Pro ert Telephone # (/) p y d z- Contractor - ? d- 'p ! j? " 13 cit ?' s v Street Address St t y ? r T ne# f 1' ??) v Zi ellephoo a e /? Bond t/I/1?u-/ 0 A v _ p ` T ? Expires: The Applicant is Owner contractor Other Add-on or alteration to existing dwelling unit $ 30.00 C>Qfumace Additional -Replacement New air exchanger air conditioner heat pump other J State Surcharge $ .S11 Total: 1 hereby apply for a Residential Mechanical 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 with the Mechanical Codes; 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 arim , d plan in th of work whit requires a review and approval of plans. t/lU I I-L ??- pplilcant's Printed Name Applicant's Signature S0 2006 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651475-5675 Please complete for. single; family dwellings & townhomes/condos when permits are required for each unit Date Site Address Unk # Property Owner V1 ro' Y 1 e rs Telephone # ((61 ) ? -cm] Contractor /1( Street State Addrress Z?J A f?? n Bond#92 ? o 4W41-3 -? f ,/I Ile- ? VV ' 25/ City v ""7607- r, 1St'f 1 Wzip J -0 yf/ -7Telephone # (°7 ) r? Expires: The Applicant is Owner Z\ Contractor Other Add-on or alteration to existing dwelling unit $ 30.00 furnace Additional -Replacement New _ air exchanger air conditioner heat pump other State Surcharge $ .50 Total $ 30-5 I hereby apply for a Residential Mechanical 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 with the Mechanical Codes; that I understand thisis nota 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 app" plan in ase of work w ich requires a review and approval of pips,) Applicant's Printed ATame cant's lgn ue Address: 1438 Steeplechase Lane Lot: 1 Permit: 72442 Zip: 55122 Block: 8 Subdivision: Steeplechase of Eagan THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON 313 • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. BUILDING INSPECTOR: ? 1 - We uka( In J Yes No Comments Final grade - 6" from siding 7, Permanent steps - garage 7, - Permanent steps - main entry 9- Permanent driveway Permanent gas Retaining Wall or 3:1 Max Slope ' Sod/Seeded lawn Trail/curb damage Porch A1/44 Lower level finish 1, Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. BUILDING INSPECTOR: ? 1 - We uka( In J Date: 4/1.7/2006 Site Information Address 2: City: County: Revision Date: 4/17/2006 New Construction Y 3 8 Project #: 5/Cep /e c ue /we. Lot: Block: Subdivision: Application Information Business Name: Ray N Welter Htg MN Contractor License #: Contact Person: Office Ph: 612825-6867 Fax: 612825-2303 Cell Ph: Address 1: City: State: Zip Code: House Details Square Feet: 2250 sq. ft. Avg. Ceiling Ht: 9 ft. Number of Bedrooms: 2 Ventilation : Balanced Total Ventilation Capacity : 89 cfm. Minimum Continuous Ventilation :45cfm. Intermittent Ventilation: 44 cfm. Combustion Appliance Water Heater: NA Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 100,000 Independently Vented Other Combustion Appliances 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 Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 600 Make -Up Air Total Make -Up Air Required (cfm): 278 Passive Make -Up, Round Rigid: 8 inches or Insulated Flex: 9, inches Combustion Air Minimum Combustion Air Requirements Have Been Met. Applicant Name (print): ;),4,,e7 Signature/Date: Code Official (print): Signature/Date: © 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 PERMIT City of Eagan Permit Type:Building Permit Number:EA179746 Date Issued:10/19/2022 Permit Category:ePermit Site Address: 1438 Steeplechase Lane Lot:001 Block: 10 Addition: Steeplechase Of Eagan PID:10-72540-10-001 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight 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. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. 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: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. 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 - Joan L Taylor Po Box 1301 Hayward WI 54843 Parkway Custom Construction Llc 1303 S Frontage Rd Suite 199 Hastings MN 55033 (651) 480-3797 Applicant/Permitee: Signature Issued By: Signature