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1447 Steeplechase Lane
SEVERSON,SHELDON, DOUGHERTY & MOLENDA, P.A. SUITE 600 7300 WEST 147TH STREET APPLE VALLEY, MINNESOTA 55124-7580 (952) 432-3136 TELEFAX NUMBER (952) 432-3780 E-MAIL bauen@seversonsheldon.wm TO: Russ Matthys, City Engineer FROM: Robert B. Bauer, City Attorney DATE: December 10, 2007 RE: Lots 2 and 3, Block 2, STEEPLECHASE OF EAGAN Toll MN, L.P. Easements 1148/1149 Our File No. 206-22398 Russ, Enclosed for the City's records, please find the original Drainage and Utility Easement dated September 6, 2007, and recorded with the Dakota County Recorder on. November 28, 2007, as Document No. 2558296. rtrn?2? _ ??l??l , - ? S}e>p{ems st ;, E V/ 00 W) N a p, v K d N j2~ A y ? O £ o O U N o BCD 016 N m r r on d a U r C > LO 7 O ? N C W d E a 25 m ? m p a - c9~a dvga U ?s ?! ID 8 W V O a O L ? r1 C H U dv=> d L y LL U : 0 DRAINAGE AND UTILITY EASEMENT DATE RECEIVED < < I O X DAKOTA COUNTY TFiEA R?R 3a THIS DRAINAGE AND UTILITY EASEMENT is made this (oA day of s s{??yy0/3??, 2007, between TOLL MN, L.P., a Minnesota limited partnership, (hereinafter referred to as "Landowner"), and the CITY OF EAGAN, a municipal corporation, " organized under the laws of the State of Minnesota, (hereinafter referred to as the "City"). WITNESSETH: That the Landowner, in consideration of the sum of One Dollar ($1.00) and other good i? and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, a permanent drainage and ` utility easement, over, across and under the following described premises, situated within Dakota County, Minnesota, to-wit: V, - The southwest 51.00 feet of the northeast 56.00 feet of the northwest 5.00 feet of the southeast 10.00 feet of Lot 2, Block 2, STEEPLECHASE OF EAGAN, Dakota County, Minnesota, as measured at right angles to the Northeast and v Southeast lines thereof. Together With: A drainage and utility easement over, under and across that part of Lot 3, Block 2, STEEPLECHASE OF EAGAN, Dakota County, Minnesota, lying westerly and northwesterly of the following described line: Commencing at the most northerly comer of said Lot 3; thence RECEIVED-ML South 55 degrees 13 minutes 53 seconds East along a Northeasterly®V 21 207 line said Lot 3 a distance 10.61 feet; thence South 54 degrees 20 minutes 06 seconds West, along a line parallel with and 10, feet DAKOTA COUNTY southeasterly at right angles to a Northwest line of said Lot 3, a TREASURER-AUDITOR distance of 45.32 feet; thence South 49 degrees 08 minutes 20 seconds West, along a line parallel with and 10 feet southeasterly at right angles to a Northwest line of said Lot 3, a distance of 43.96 feet; thence South 17 degrees 15 minutes 41 seconds West, a distance of 83.39 feet to the Southerly line of said Lot 3 and there terminating. EXCEPT that part dedicated as drainage and utility easement in said STEEPLECHASE OF EAGAN. See also Exhibits "A" and "B" attached hereto and incorporated herein. The grant of the foregoing permanent easement for drainage and utility purposes includes the right of the City, its contractors, agents and servants to enter upon the premises at all reasonable times to construct, reconstruct, inspect, repair and maintain pipes, conduits and mains; and the further right to remove trees, brush, undergrowth and other obstructions. After completion of such construction, maintenance, repair or removal, the City shall restore the premises to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of trees, brush, undergrowth and other obstructions. And the Landowner, its successors and assigns, does covenant with the City, its successors and assigns, that it is the Landowner of the premises aforesaid and has good right to grant and convey the easement herein to the City. IN TESTIMONY WHEREOF, the Landowner has caused this easement to be executed as of the day and year first above written. TOLL MN, L.P., a Minnesota limited partnership By: 2 . (r V1/ Its: STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this tg-jh day of 2007, by /' gA4:?> C,u?d A!!- = - , the crsFez 1?L+4' ?'""' • of TOLL MN, L.P., a Minnesota limited partnership on behalf of the limited partnership. rdv T ?i9ad? ?'L! Sara Elizabeth Bender Notary ublic NOTARY PUBLIC - MINNESOTA MY COMMISSION EXPIRES JAN. 31, 2012 2 APPROVED AS TO FORM: City Attorney's Office Dated: I I lt9 l.? APPROVED AS TO CONTENT: 4--- 4% Public Works Departme6l Dated: Oi- i'5 -csl THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. (^??0 7300 West 147th Street, Suite 600 Apple Valley MN 55124 (952) 432-3136 (RBB: 206-22398 -Easement No. 1148/1149) Easement Sketch tai' Lot 2, Steeplechase of Eagan Proposed Drainage and Utility Easement cy lat. / \ wry e 0 30 '/ \\ ead??ys Qn?4 S °e 9 SCALE IN FEET K 00 1a oNooo V I (??y n \ Drainage and Utility Easement -` ,rr b?\'al??e oEP \\ GP \ \ Northwest Line of the southeast 10.00 feet= se eo ?S ,,,Iggq \ Southwest Llne of the --'03' .r northeast 50.00 fe8l?"Op EASEMENT DESCRIPTION A drainage and utility easement over, under and across / the southwest feet t of of the northeast hel 56.00 feet et of the e northwest feat of the southeast t 10.00 lest of Lot 2, Block . 5. STEEPLECHASE EAGAN, Dakota V y / ounty. Minnesota. as measured at f right angles to the Northeast Northeast and Southeast lines Ilnee thereof. CITY OF EAGAN \ I hereby certify that this survey, plan or re art was prepared by Lot 2, Block 2 \ me or under my d'vecl auparvis an (heandSla thoteal MP1 om a duly Licensed Land Surveyor undo the Iowa of innesota. STEEPLECHASE OF EAGANApril 11, 2007 DAKOTA COUNTY, MINNESOTA Michael E. Conan, MN License No. 40035 Date j<, W O i W W rti VJ U N ro W 111!3 jai Hill? 9 €9E a _n ? m z? x w Easement Sketch 0 }. SCALE IN FEET o?ayS" '4O 4. tt rv , o \ Point of Termination Point of Beginning yo '0 z Lot 3, Steeplechase of Eagan Most northerly corner of Lot 3 `N rv° p '? N Y eo, ( r \ \ \ e°rBjh?OGr f? ?d? \\ °°r°9s F RrF0,L \ qN 9? °r \ rya J BrOr'4 3 i ° • Pr jr4 syv 90t€ 4 LOt `t 1 \wpj ?p /? 1 M yr L _ t K y ? ` o It 4 \ \ tt - -e:--,G cWA&& LANE CITY OF EAGAN Lot 3. Block 2 STEEPLECHASE OF EAGAN DAKOTA COUNTY, MINNESOTA ED= Proposed Oralnoge and Utility Easement EASEMENT DESCRIPTION A drainage and utility comment over, under and across that port of Lot 3, Black 2, STEEPLECHASE OF EAGAN, Dakota County. Minnesota, lying westerly and northwesterly of the following described Ilnw. Commencing at the most northerly comer of said Lot 3; thence South 55 degrees 13 minutes 53 seconds East along a Northeasterly line sold Lot 3 a distance 10.61 feel; thence South 54 degrees 20 minutes 06 seconds West, along a line parallel with and 10 feel southeasterly at right angles to 0 Northwest line of said Lot 3, a distance of 45,32 feel; thence South 49 degrees 08 minutes 20 seconds West, along o line parallel with and 10 feel southeasterly at right angles to a Northwest roe of said Lot 3, a distance of 43.96 feet; thence South 17 degrees 15 minutes 41 seconds West, a distance of 83.39 feet to the Southerly line of sold Lot 3 and there terminating. EXCEPT That part dedicated as drainage and utility easement in said STEEPLECHASE OF EAGAN. Z W W 4 LU U Y C y W 1 hereby certify that this survey plan or re orl was prepared by me or under my direct supervision and that I am o duly Licensed Land Surveyor and the he Iowa of the Stole of Minnesota. April 11, 2007 1 y ?` Michael E. an?n,La MN Licence No. 40035 note \AWJ J i)( (mow 100_03 3_00 41'City of Iaualiomkt tiDba.a 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit#: IOCA0iggZ Permit Fee: p ) 00a •3r Date Received:L-0-13 061 Staff: 2013 RESIDENTIAL BUILDING.PERMIT APPLICATION Date:EOM Site Address: !''1 y * S' �*=1f"L4° s A- LA44 O.- Unit #: Resident/ Owner Name: TOLL Bit* ridJ it-ct 1J t.... Phone: (0S)-Tles-woo Address/City/Zip: N`{0 srt4PiLE.cNACrt. w'E, Iatte44, w1,,J T aa, Applicant is: Owner k Contractor Z "3 - 6-2_ ;5j,rc -t Type of Work Description of work: HE N1 P-411- .Jr/At 3- vim, r T�aw�Jaol4 ,Btd c,. Construction Cost: Multi -Family Building: (Yes X / No ) Contractor Company: TO U... %31_OTN,EAs /AA- Contact: SON H+f./Jst94J , Address: l't'1 sr, ,p ML Cor . City: 1i461/4,/4.) State: MA) Zip: S.Shaat Phone: (OSI .31.S )1400 fox, tori -s$'- 6v0 - License #: 13(-4S-3 (pip a Lead Certificate #: 1 / A' If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) NL-) RAstdf..-)r,4 -- T3o.)MO, 4iC. - Lit k0 &µr. 44 In the last 12 months, Yes is 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: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: SPX/w1' N-1,11445/4‘)%0 Phone: ke3' 614-41%03 1 A`( /1. wet -rut Pivett-Phone: V1 Z . SIS. Vg. 1.' bSM E' .44I/. r *.) Phone: larl " 46o 13 SS NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe 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. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x T01-) N0 -1640J Applicant's Printed Name App Signature Page 1 of 3 SUB TYPES Foundation It- ledUR LaM DO NOT WRITE BELOW THIS LINE Fireplace Single Family Garage Multi Deck 01 o6.. Plex Lower Level Accessory Building WORK TYPES \/ New Interior Improvement Addition Move Building Alteration Fire Repair Replace Repair Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100%') ) Census Code # of Units # of Buildings Type of Construction ADH 5 vc REQUIRED INSPECTIONS S Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water Final Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Framing Fireplace: N(Rough In .4 Air Test Final Insulation Sheathing Sheetrock Reviewed By: Siding Reroof 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 �Gr MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: X Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: _Footings _Air/Gas Tests _Final Siding: _Stucco Lath ►; Ston- - Brick Windows ti Retaining Wall: yRadon Control I Erosion Control , Building Inspector Footings _ Backfill Final RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Gy�s6 (,929 x lc. a, z Okla 0 - 3( 1W -?1,Y•0 7 ,3 w/,71 197121 :)3 00 1‘It( Rage 2 of 3 2 Date: 3/22/2013 Revision Date: 3/22/2013 New Construction Site Information 1Lfy 1 - k -C .St-- L -a -r Address 1: Project #: Steeplechase of Eagan Address 2: Wayzata plan Lot: #58 Block: City: Eagan County: Subdivision: Application Information Business Name: Ray N. Welter Heating MN Contractor License #: Contact Person: Joe Office Ph: 612-825-6867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: Minneapols State: MN. Zip Code: 55407 House Details Square Feet: 3906 sq. ft. Avg. Ceiling Ht: 13.9 Number of Bedrooms: 2 ft. Ventilation : Exhaust Total Ventilation Capacity : 238 cfm. Minimum Continuous Ventilation :45cfm. Continuous Ventilation Provided: Exhaust: 45 cfm Intermittent ventilation satisfied by OTHER exhuast appliance. Combustion Appliance Water Heater: Power Vent Input BTUs: 40,000 Independently Vented Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 60,000 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 Exhaust Ventilation Capacity (cfm): 45 Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 400 Make -Up Air No Make -Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Met. Applicant Name (print): fJe //e it_ lie ii kits Signature/Date Code Official (print): Signature/Date. 099 SD. © 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 uonelquan le3!umpaW 2 2 U ru F watsAS 6ulloop r O L 0 41, ti 1.4 177 I 41 4 wa4sA6ul;eaH a .17 r uoge4saua,- N U laquop uopell n :aweN aopeaquop F :aagwnN asuaDi1 dl 6 3 W U W : SSW ppy afis 4 2 4.1 1:A‘co Foundation Wall 000 r as Walls CI fD SX r L i,s �' 4 E t.ig `ori nterior Exterior or Integral n erior erior or Integral , Ducts Outside ofd 1 Water Heating t Combustion Air Makeup Air` ii 141 Conditioned Spaces ir 4 t lu t4 :aweN aopeaquop F :aagwnN asuaDi1 dl 6 3 W U W : SSW ppy afis 4 2 4.1 1:A‘co wrightso o Load Short Form Right Wayzata Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com 10990 Job: Toll 3 Plex Date: Jul 19, 2010 By: Project Information For: Design Information Outside db (°F) Inside db (°F) Design TD (°F) Daily range Inside humidity (%) Moisture difference (gr/Ib) Htg -15 70 85 30 32 Clg 88 75 13 M 50 28 Method Construction quality Fireplaces Infiltration Simplified Tight 3 (Average) HEATING EQUIPMENT Make Trane Trade Trane Model TUC1B060A9361A* GAMA ID 164847 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE 60000 Btuh 56000 Btuh 62 °F 847 cfm 0.018 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Trane Trade XB13 Cond 4TTB3024A1 Coil 4TXAB036AS3+*U D2B080ACV3 ARI ref no. 3223234 Efficiency 11.2 EER, 13.3 SEER 17780 Btuh 7620 Btuh 25400 Btuh 847 cfm 0.048 cfm/Btuh 0 in H2O 0.94 Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio ROOM NAME Area (ft') Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) RH Basement 1927 20458 3729 362 178 RH Main 1927 27354 13967 484 668 Right Wayzata 3854 47812 17696 847 847 Other equip loads 0 0 Equip. @ 0.93 RSM 16422 Latent cooling 1149 T/lTA I c' WA A7f1Afl A7L7A 0A7 0A7 Printout certified byACCA to meet all requirements of Manual J 8th Ed. wrightsoftw Right -Suite® Universal 7.1.17 RSU11308 Acck W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N 2013 -Mar -21 10:45:50 Page 3 I I I wrightsoft Building Analysis Right Wayzata Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone:612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Job: Toll 3 Plex Date: Jul 19, 2010 By: Pro'ect Information For: Desi • n Conditions Location: Minneapolis/St. Paul, MN, US Elevation: 837 ft Latitude: 45°N Outdoor: Dry bulb (°F) Daily range Wet bulb ° Wind speed (mph) Heating -15 15.0 Cooling 88 199 (M ) 7.5 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 85 Relative humidity (%) 30 Moisture difference (gr/lb) 31.7 Infiltration: Method Simplified Construction quality Tight Fireplaces 3 (Average) Cooling 75 13 50 28.5 Heatin • Component Btuh/ft2 Btuh % of load Walls 6.4 20126 42.1 Glazing 29.7 7132 14.9 Doors 24.6 1551 3.2 Ceilings 1.9 7199 15.1 Floors 2.0 7689 16.1 Infiltration 1.8 4115 8.6 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 47812 100.0 Wal Coolin• Component Btuh/ft2 Btuh % of load Walls 0.7 2147 12.1 Glazing 34.6 8316 47.0 Doors 7.3 457 2.6 Ceilings 1.1 4112 23.2 Floors 0.1 491 2.8 Infiltration 0.1 253 1.4 Ducts 0 0 Ventilation 0 0 Internal gains 1920 10.8 Blower 0 0 Adjustments 0 Total 17696 100.0 Latent Cooling Load = 1149 Btuh Overall U -value = 0.045 Btuh/ft2-°F Data entries checked. Glazing ntemal Gains Other Floors Doors Ceilings -Pk wrightoft- Right -Suite® Universal 7.1.17 RSU11308 AC CRa W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N 2013 -Mar -21 10:45:50 Page 3 wrightsoft Component Constructions Right Wayzata Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Job: Toll 3 Plex Date: Jul 19, 2010 By: Project Information For: Location: Minneapolis/St. Paul, MN, US Elevation: 837 ft Latitude: 45°N Outdoor: Heating Dry bulb (°F) -15 Daily range (°F) Wet bulb (°F) - Wind speed (mph) 15.0 Design Conditions Cooling 88 19 (M ) 72 7.5 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 85 Relative humidity (%) 30 Moisture difference (gr/Ib) 31.7 Infiltration: Method Construction quality Fireplaces Simplified Tight 3 (Average) Cooling 75 13 50 28.5 Construction descriptions Walls 12E-Osw: Frm wall, vnl ext, 1/2" wood shth, r-19 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm 158-8s3c-6: Bg wall, heavy dry or light damp soil, concrete wall, r-8 ins, 8" thk Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk Doors 11 P0: Door, mtl pur core type Ceilings 16B-44ad: Attic ceiling, asphalt shingles roof mat, r-44 ceil ins, 5/8" gypsum board int fnsh Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fe Btuhift2- 'F ft'-°FBtuh Btuh/ft' Stub Btuh/fe Btuh n 195 0.068 19.0 e 471 0.068 19.0 s 243 0.068 19.0 w 564 0.068 19.0 all 1473 0.068 19.0 n 248 0.073 8.0 e 568 0.073 8.0 s 288 0.073 8.0 w 576 0.073 8.0 all 1680 0.073 8.0 n n e e s w all n e s all 5.77 1126 1.08 211 5.77 2719 1.08 509 5.77 1403 1.08 263 5.77 3256 1.08 610 5.77 8504 1.08 1593 6.72 1665 0.24 59 6.94 3942 0.34 193 6.96 2005 0.35 101 6.96 4010 0.35 202 6.92 11622 0.33 554 72 0.350 0 29.7 2139 15.0 1083 40 0.350 0 29.7 1189 15.0 602 84 0.350 0 29.7 2496 56.7 4764 8 0.350 0 29.7 238 56.7 454 24 0.350 0 29.7 713 30.5 732 12 0.350 0 29.7 357 56.7 681 240 0.350 0 29.7 7132 34.6 8316 21 0.290 10.5 24.6 517 7.25 152 21 0.290 10.5 24.6 517 7.25 152 21 0.290 10.5 24.6 517 7.25 152 63 0.290 10.5 24.6 1551 7.25 457 3854 0.022 44.0 1.87 7199 1.07 4112 i"'I••o wrightsc ft° Right -Suite® Universal 7.1.17 RSU11308 2013 -Mar -21 10:45:50 W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc = MJ8 Orientation = N Page 5 wrightsoft" Project Summary Right Wayzata Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Job: Toll 3 Plex Date: Jul 19, 2010 By: Pro"ect Information For: Notes: Desi • n Information Weather: Minneapolis/St. Paul, MN, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Structure Ducts Central vent (0 cfm) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft') Air changes/hour Equiv. AVF (cfm) Summer Design Conditions -15 °F Outside db 70 °F Inside db 85 °F Design TD Daily range Relative humidity Moisture difference 47812 Btuh 0 Btuh 0 Btuh 0 Btuh 0 Btuh 47812 Btuh Simplified Tight 3 (Average) Heating Cooling 3854 3854 23124 23124 0.12 0.05 45 19 Heating Equipment Summary Make Trane Trade Trane Model TUC1B060A9361A* GAMA I D 164847 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE 60000 Btuh 56000 Btuh 62 °F 847 cfm 0.018 cfm/Btuh 0 in H2O 88 °F 75 °F 13 °F M 50 % 28 gr/lb Sensible Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) Blower 17696 Btuh 0 Btuh 0 Btuh 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Equipment sensible load 16422 Btuh Latent Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) Equipment latent load 1149 Btuh 0 Btuh 0 Btuh 1149 Btuh Equipment total load 17571 Btuh Req. total capacity at 0.70 SHR 2.0 ton Cooling Equipment Summary Make Trane Trade XB13 Cond 4TTB3024A1 Coil 4TXAB036AS3+*U D2B080ACV3 ARI ref no. 3223234 Efficiency 11.2 EER, 13.3 SEER Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Printout certified byACCA to meet all requirements of Manual J 8th Ed. 17780 Btuh 7620 Btuh 25400 Btuh 847 cfm 0.048 cfm/Btuh 0 in H2O 0.94 wrightoft,. Right-Suitee Universal 7.1.17RSU11308 2013 -Mar -21 10:45:50 W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc = MJ8 Orientation = N Page 3 wrightsoft' AED Assessment Right Wayzata Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Job: Toll 3 Plex Date: Jul 19, 2010 By: Project Information For: Design Conditions Location: Minneapolis/St. Paul, MN, US Elevation: 837 ft Latitude: 45°N Outdoor: Heating Dry bulb (°F) -15 Daily range (°F) Wet bulb (°F) Wind speed (mph) 15.0 Cooling 88 Infiltration: 19 (M ) 72 7.5 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 85 Relative humidity (%) 30 Moisture difference (gr/Ib) 31.7 Cooling 75 13 50 28.5 Test for Adequate Exposure Diversity Glazing load (Btuh) 12,000-- 11,000- 10,000- 9,000 8,000 7,000- 6,000- 5,000- 4,000-- 2,000-- 1,000— Test ,000-5,000- 4,000-- 2,000--- 1,000— Hourly Glazing Load 0 8 / Hourly 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Average / AED limit Maximum hourly glazing load exceeds average by 17.8%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh rIJ wrightsoft ° Right -Suite® Universal 7.1.17 RSU11308 2013 -Mar -21 10:45:50 W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N Page 3 + wrightsoft' Rig ht -J® Worksheet Right Wayzata Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Job: Toll 3 Plex Date: Jul 19, 2010 By: 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Right Wayzata 384.0 ft 9.0 ft 3854.0 ft' RH Basement 192.0 ft 9.0 ft heat/cool 1.0 x 1927.0 ft 1927.0 ft' 6 11 Ty Construction number 12E Oswn 2 glazing,; 11P0„ 12E-Osw 2 glazing, dr outr, 11P0 12E-Osw17 2 glazing, cirr outs, 15B-8s3c-2 2 glazing, dr outr, 15B-8s3c-4 2 glazing, dr outr, 15 B -8s 3c-6 15B-8s3c-6 2 glazing dr outr; 12E-Osw 2 glazing, clr outr, 124 w glazing dr outr, U -value Or (Btuh/ft'-°F) Q88 HTM (Btuh/ftp) Area ft') or perimeter (ft) Gross N/P/S Load (Btuh) Area ft') or perimeter (ft) Gross N/P/S Load (Btuh) Cool 5.77 29.72 24.62 1.08 15.04 7.25 288 72 21 1126 2139 517 12E-Osw 11 PO ' 15B-8s3c„2n! 15B-8s3c-4 15 15B-8s3c-6 2 glazing, clr outr, 12E-Osw 2 glazing, dr outr, 11P0 15B-8s3c-2 12E-Osw 2 glazing, dr outr 11 l0 12E-Osw 2 glazing, clr outr, 11P0 211 1083 152 0.100 0.350 0.100 e e 0.00 6.72 29.72 0.00 0.00 0.00 0.00 0 0 0 0 1'66 602 r, 40, Q: 1189 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0. 0 9r 602 0 0 029 0.068 e 0.290 e iw0'1Abg 0.100 e 0.100 .f,E 0.100 e 0.350 e 0.00 0.00 0,00 0.00 0 0 0 0290 0.068 0.350 0.290 s s s 29.72 0."00 0.00 0007 0.00 0,00' 5.77 29.72 24.62 3942 193 238 454 568 3942 0 238 193 454 0 1.08 30.51 7.25 288 24 21 243 0 21 1403 713 517 263 732 152 0 0 0 0 0 0 0 0 0 0 15B-8s3c-2 15B-8s3c` 15B-8s3C 6 15B78s3c-6 12E-Osw 2 glazing, clr outr, 11P0 a 20sw 2 glazing,,,c10 0.100 0.100 0.100 0.10: 0.068 0.350 0.290 a 0p8, 0.00 00; 0.00 .00 0.00 0.00 0.00 0 0 w w w w1 0.00 0.00 0.00 0.00 0.00 0.00 56.72 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 43697 15523 19429 3666 12 a) Infiltration b) Room ventilation 4115 0 253 0 1029 0 63 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 1000 0 0 0 Subtotal (lines 6 to 13) 47812 17696 20458 3729 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 47812 0 0 0 0 17696 0 -0% 0% 0 0 0 20458 0 0 0 0 3729 0 Total room load Air required (cfm) 47812 847 17696 847 20458 362 3729 178 Printout certified byACCA to meet all requirements of Manual J 8th Ed. r t � wr:ghtsoFt- Right -Suite® Universal 7.1.17 RSU11308 .CCF W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc = MJ8 Orientation = N 2013 -Mar -21 10:45:50 Page 5 wrightsoft" Rig ht -J® Worksheet Right Wayzata Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Job: Toll 3 Plex Date: Jul 19, 2010 By: 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area RH Main 192.0 ft 9.0 ft heat/cool 1.0 x 1927.0 ft 1927.0 ft2 6 11 Ty W W 12E-Osw I -G 2 glazing, clr outr, I --D 11P0 W2 2glazing; l 0,t W 15B-8s3c-2 2 glazing, clr outr, W 15B8s3c -G 2 glazing W 15B-8s3c-6 71. 15B -$S' 1-G 2 glazing, W 12E-Osw �G 2 glazing, dr outr, W 12E0 Construction number U -value Or (Btuh/ft'-°F) 0.068 0.350 0.290 12E-Osw 11P0 15B-„81i33c< 15B 8s3c-4 15B-8s3c-6 ; 15B-8s3c-6 2 glazing, clr outr, 12E-Osw 2 glazing, clr outr, 11P0,.: 15B-8s3c-2 ��Osw giaaing clr outr,, 11P0 ... 12E-Osw 2 glazing, clr outr, 11P0 12E Qsw 1 D -c 2 glazi 15B-8s3c-2 i50tr 0.100 0.350 0 '`b0' HTM (Btuh/ft2) Area ft2) or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Gross N/P/S Cool n n n 5.77 29.72 24.62 n n 0.350 n 0.100 n 0.100 0.350 0.068 0.350 A. 068 0.00 0.00 1.08 15.04 7.25 .30=00 0.00; 0.00 0.00 0.00 0.00 0.00 288 72 21 1126 2139 517 211 1083 152 0.00 0.00 0.00 0.00 0 0 0.068 e 0.290 e 0.100 e 0.100 e "GAM 'e 0.100 e 0.350 e 0 0 0.00 0 0.290, se:' : 0:00: 0 0 100 se 0.00 0.00 0 0.068 s 5.77 1.08 288 0.350 s 29.72 30.51 24 0.290 s 24 62 7.25 21 :o0" 243 0 21 263 732 152 15B-8s3c-6 15B-8s3c- 12E-Osw 2 glazing, clr outr, 11P0 12E-Osw3r 2 glazing, eJ utr 0,20 0.100 0.1J0 0.100 0.109% 0.068 0.350 0.290 0 0.3: s 0.00 0.00 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 61? 6 c) AED excursion 0 Envelope loss/gain 24268 11857 12 a) Infiltration b) Room ventilation 3086 0 190 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 1000 Subtotal (lines 6 to 13) 27354 13967 14 15 Less external load Less transfer Redistribution Subtotal Duct loads -0% 0% 0 0 0 27354 0 0 0 0 13967 0 Total room load Air required (cfm) 27354 484 13967 668 Printout certified byACCA to meet all requirements of Manual J 8th Ed. 11-1 Right -Suite® Universal 7.1.17 RSU11308 .CCA W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc= MJ8 Orientation = N 2013 -Mar -21 10:45:50 Page 6 � f�u? -S'�`ti�a,�,�z c ir�s� �.✓ 1 REVISOR 1346.6012 1346.6012 IFGC APPENDIX E, WORKSHEET E-1. IFGC Appendix E, ti�orks�ieet E-1 Residential Combustion Air Calculation 1�lethod (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted �irect Vent In ut: P (Not fan assisted) & Power Vent Btu/hr � Water Heater: I Draft Hood Y Fan Assisted Direct Vent Input: (Not fan assisted) & Power Vent ti�a� Btu/hr Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. • �'.5� �X 9`c k�a%''J �GGB` The CAS includes all spaces connected to one another by code compliant openings. CAS volume: �oG� ft3 Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). _ Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Copyright 002009 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. 2 REVISOR 1346.6012 Total Btu/hr inp�it of all fan-assisted and power vent appliances (DO NOT COIJNT DIRECT VENT APPLIANCES) Input: �4 � Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Vollime Fan Assisted (RVFA) RVFA: 3 000 ft3 Total Btu/hr input of all non-fan-assisted appliances Input: �� Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: '-�'� ft3 Total Required Volume (TRV) = RVFA + RVNFA RV= + = 3�U ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed -..._..�_ �- _ _ _.__ — --— --- --- — ____� _ _ If CAS Volume (from Step 2) is less than TRV then go to STEP 5. � Step 5: Calculate the ratio of available interior volume to the total required volume. � Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or ' Step 4b) Ratio = / _ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1�- _ Step 7: Calculate single outdoor opening as if all combustion air is from outside. __ _ _ _ _ _—--- ----- _ Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= /3000 Btu/hr per in2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA= x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) Copyright 02009 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. 3 REVISOR 1346.6012 CAOD = 1.13 multiplietl by tlie sqiaare root of Minimum CAOA CAOD = 1.13 Minimum CAOA = in� lIf desired,ACH can be determined using ASHRAE calculation or blower door test. Follo�� procedures in Section G304. Statutory Authority: MS s 326B.101; 326B.106; 326B.13 History: 34 SR 537 Published Electronically: October 23, 2009 __ _.__ _ . _ _ _ Copyright 002009 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. 1 REVISOR 1346.6014 1346.6014 IFGC APPENDIX E, TABLE E-1. IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Fan Assisted Non-Fan-Assisted Standard Input Rating Method 19941 to 1994 i to � (Btu/hr) (ft3) Present Pre 19942 Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 �, 15,000 750 1,125 563 1,575 788 �' 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 �40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,3'75 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 Copyright 002009 by the Revisor of Statutes,State of Minnesota. All Rights Reserved. . .. � 2 REVISOR 1346.6014 105,000 5,250 7,87� 3,938 11,025 5,513 110,000 �.500 8.250 �,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,�00 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 '�, 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 . 10,250 15,375 7,688 . 21,525 � 10,763 . 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Statutory Authority: MS s 326B.101; 326B.106; 326B.13 Copyright U�'2009 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. 111 wrightsoft Duct System Summary Right Wayzata Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612-825-6867 Fax: 612-825-2303 Web: www.welterheating.com Job: Toll 3 Plex Date: Jul 19, 2010 By: Project Information For: External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.00 / 0.00 in H2O 0 in/100ft 847 cfm 0 ft Cooling 0 in H2O 0 in H2O 0 in H2O 0.00 / 0.00 in H2O 0 in/100ft 847 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk RH Basement h 1243 121 59 0 0 Ox 0 ShMt 0 0 0 RH Basement -A h 1243 121 59 0 0 Ox 0 ShMt 0 0 RH Basement -B h 1243 121 59 0 0 Ox 0 ShMt 0 0 RH Main c 3494 121 167 0 0 Ox 0 ShMt 0 0 RHMain-A c 3492 121 167 0 0 Ox0 ShMt 0 0 RH Main -B c 3492 121 167 0 0 Ox 0 ShMt 0 0 RH Main -C c 3492 121 167 0 0 Ox 0 ShMt 0 0 Return Branch Detail Table Name Grill Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb4 Ox 0 847 847 0 0 0 0 Ox 0 ShMt rIJ wrightsofir Right -Suite® Universal 7.1.17 RSU11308 W:\Wrightsoft HVAC\Toll 3 Plex.rup Calc = MJ8 Orientation = N 2013 -Mar -21 10:45:52 Page 3 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Add/Change PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION kcr% 3J 1W -K � SS -i-10 / cJ,zst-- zc.azo DATE OF SURVEY: ef-h!%j LATEST REVISION: DOCUMENT STANDARDS • Registered Land Surveyor signature and company • 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 % • Proposed/existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS 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 ❑ • Waterways (pond, stream, etc.) Proposed ❑ • Garage floor ❑ • Basement floor ❑ • Lowest exposed elevation (walkout/window) ❑ • Property corners ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line ❑ ❑ • NWL ❑ ,' ❑ • HWL ❑ JV ❑ • Pond # designation ❑ // ❑ • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y I • Shoreland Zoning Overlay District Y V • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings & dimensions ❑ ❑ • Right-of-way and street width (to back of curb) /e' ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements )1` ❑ ❑ • Setbacks of proposed structure . d sideyard setback of adjacent existing structures J) ❑ ❑ • Retaining wall requirements: Reviewed By: G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 Date ‘�/r� KUUSI TO LTD ) Certificate of Survey OF 1447, 1449, 1451 STEEPLECHASE LANE 0 3:1 Maximum Slopes or Retaining Wall Wil! Be Required .r TOLL BROTHERS 1u) 1400 Corporate Center Curve 964 I Eagan, MN 55121 30 SCALE IN FEET .977.4 / oca0.0 .`tea� y0` <, �' location of S. ?,V and Water stub p '� RLK-Kuusisto pl.' 51' #1449 056 LOT #057 / 71.5 LF -E971 iT ' Loo 0T Vr BASEpfENT s80.7(( 56.4i BENCHMARK Top Nut Hydrant Lots 1 and 2, Block 3, Steeplechase Elevation = 989.17 feet (NGVD 1988) AREA Lot 3, Block 2 Area = 21,875 sq. ft Total Condo area = 703,324 sq. 20% Max. Coverage = 140,665 sq. Foundation Lot 1, Block 2 = 6931 sq. ft. Foundation Lot 2, Block 2 = 6930 sq. ft. Foundation Lot 3, Block 2 = 6930 sq. ft. Foundation Lot 1, Block 6 = 6709 sq. ft. Foundation Lot 2, Block 6 = 6709 sq. ft. Foundation Lot 3, Block 6 = 9073 sq. ft. Foundation Lot 1, Block 7 = 9074 sq. ft. Foundation Lot 2, Block 7 = 7106 sq. ft. Foundation Lot 1, Block 8 = 6676 sq. ft. Foundation Lot 2, Block 8 = 6815 sq. ft. Foundation Lot 3, Block 8 = 6709 sq. ft. Foundation Lot 4, Block 8 = 6709 sq. ft. Foundation Lot 5, Block 8 = 9072 sq. ft. Foundation Lot 7, Block 8 = 8879 sq. ft. Foundation Lot 8, Block 8 = 8879 sq. ft. Total Foundation coverage = 113201 sq. ft Remaining coverage Available = 27464 sq. ft. CITY OF EAGAN ft. ft. ® = Iron monument found = Offset iron = Drainage & Utility Easement x800.0 = Existing Elevation 00 7) = Proposed elevation from or development plan —840— = Existing 10' contours —842-- = Existing 2' contours = Catch Basin • LEGEND Lot 3, Block 2 WED STEEPLECHASE, OF EAGAN EAGAN ENGINEERING �,,,„Goe,.,. LO House 1449 & 1451 lookout elevation = 975.0 1447 lookout elevation = 976.0 Prop. San. & Water Inv. elev. = 965.2 per RLK plans dated 7/6/05 .ter= Drainage Direction — 840— = Prop. 10' contours from grading plan — 842— = Prop. 2' contours from grading plan — <---- = Existing sanitary sewer —«— = Existing storm sewer grade --I — = Existing water r, Bearings shown are = Sanitary manhole = Gate valve ▪ = Hydrant = Flared End Section assumed PROPOSED ELEVATIONS 1447 Garage floor elev. = Top of block elev. = Lowest floor elev. = Lookout elev. 981.0 981.3 972.5 976.0 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 l am a duly Licensed Land Surveyor under the laws of the State of Minnesota. 7 Henry D. Neln MN License No. 17255 Revised: 7-5-07 City • menta 4/1/2013 Date PROPOSED ELEVATIONS 1449 & 1451 Garage floor elev. = Top of block elev. = Lowest floor elev. = 971.5 Lookout elev. 980.0 980.3 975.0 DRAWN: JAG CHECKED: HDN Drawing File: 700\718—L3—B2 .DWG Project No. 2006-408-L feE"'"\ R1J .l'aT.M000°.#441 60 6110 Blue Circle Dr.. 6100 Blue Circle Dr. Suite 100 Minnetonka, MN. Phone: (952) 933-0972 Fax: (952) 933-1153 www.rIk-kuusisto.com Suite #100 • Minnetonka, MN. 55343 Apr 01, 2013 12:14pm 0: ❑Tali Brothers—Survey02006-408—Lodwg0700oRevised Lo CertlficatesoBlock 2 Lot 302006-408—L 718 Block 2 — Lot 3.dwq 4,111° City of Eaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 MAT t 0 2013 Use 6t L or BLACK Ink For Office Use Permit #: //o17< Permit Fee: 1; L� V Date Received: 5P0 .1 Staff: 2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: ZU / 3 Site Address: / L�,7 /4 -/e -C7 CJ � Chc-' �S Tenant: ' 'P )CC 4'.'5(-' Suite #: J Property Owner Name: 7—Y P Phone: Address / City / Zip: Applicant is: Owner Contractor Type of Work Description of work: Construction Cost: Estimated Completion Date: Contractor Name: &MAN i'- rife - raf+et' ilGV�„ License #: C - c 15 Address: 51 ' A A,Ae jAzJkt_ City: al'''. S41-4.4-1 State: Zip: 55103 Phone: £ S%' eiS6 / f ® Contact: Email: FIRE PERMIT TYPE Sprinkler System (# of heads, ') Standpipe WORK TYPE New Addition Fire Pump _ Alterations Remodel _ Other: _ _ Other: DESCRIPTION OF WORK: _ Commercial Residential Educational FEES $55.00 Minimum/ $1 million, please call for Surcharge / Z oC Contract Value $ / / 3 6� x 1% *If the project valuation is over = $ C / 3, YO Permit Fee _ $ 5.00 Surcharge* .$ '( l TOTAL FEE 3/4" Displacement Fire Meter - $245.00 = $ Fire Meter = $ TOTAL FEE 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System 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 Minnesota Building/Fire 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 approved plan in the case of work which requires a review and approval of plans. x eJ Applicant's Panted Name Applicant's Signature FOR OFFICE USE REQUIRED INSPECTIONS ►static *Toll Architecture * December 30, 2013 Jon Henson Steeplechase of Eagan - Carriages 1440 Steeplechase Lane Eagan, MN 55122 RE: TBI Lot #058 —1447 Steeplechase Lane Dear Jon: At TBI Lot 58, in order to spread out the load from the girder truss that bears on the rear wall of the Great Room, remove a portion of the existing floor truss (the rim board remains intact) and install a flush (2) 1 3/4"x16" LVL beam adjacent to the rim board below the point load from the girder truss above. See attached plan for location. The LVL will sit directly on the basement wall (in lieu of the existing truss) and run approx. 4' from the basement window to the end of the wall to spread the load from the girder truss over the entire wall and footing. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. Lisa M. Grosse, P.E. Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sy SECR_1tr0038 AO 79987 T h t_ certify . }?., . tLis plan,spp ci- F :stir'" or rzpc;rt was prepared by 1112 11.71.2CT t. t ? . ,.. a S �,_• i .._ under the L:ri ♦Ji. GuJ� Sig•;a are: ,f Date (?Jbo Jl 3 L. c #44835 EASTERN DIVISION 250 Gibraltar Road ■ Horsham, PA 19044 ■ (215) 293-5300 ■ FAX: (215) 293-5314 PHILADELPHIA ■ ORLANDO • DALLAS A Toll `Brothers COMPANY F1 o Architecture February 17,2014 Jon Henson Steeplechase of Eagan - Carriages 14260 23rd Ave N. Plymouth, MN 55447 RE: TBI Lot #058 -1447 Steeplechase Lane Dear Jon: At TBI Lot 58, the HD-3A and HD-1 hold downs that were installed in the wall between the Living Room and Master Bath may be installed within 12" from the end of the wall. In addition, an HD-3A (Simpson CMSTCI6 strap - see sheet A4L.1 of the construction documents for end length and nailing requirements) may be substituted for an HD-l (Simpson HTT4 or HTTI6) hold down where necessary. If you have any questions or concerns, please do not hesitate to call. Sincerely, I.F : Toll Brothers, Inc. Lisa M. Grosse, P.E. Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny Keith Pew LMGljc SECR_ltr0043 AO 82556 Ejk'~'T'ERN DIVISION 270 i ibrattor Road Horsham PA 19044 (2I5) 293-53A00 FAX: (215) 2`)?-5314 PItIL,r DE Ll'i:: 11 ORI. ,i-~`D ~3 DALLAS IN `Toll Architecture February 11, 2014 Jon Henson Steeplechase of Eagan - Carriages 14260 23rd Ave N. Plymouth, MN 55447 RE: TBI Lot #058 -1447 Steeplechase Lane Dear Jon: At TBI Lot 58, the threaded rod of a holdown HD-1A at the rear wall of the Master Bedroom was not installed straight vertically. It was installed skewed to achieve embedment into the top of the concrete foundation wall. The angle of the threaded rod is acceptable for this lot as long as the 5" embedment was achieved. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. ;r - Lisa M. Grosse, P.E. Date Z 14 Lic-mase h- 3135 Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny Keith Pew LMG/jc SECR-1tr0042 AO 82164 EASTERN DIVISION 250 Gibraltar Road Horsham, PA 19044 (215) 293-5300 FAX: (215) 293-5314 PHILADELPHIA ORLANDO DALLAS Toll cBrotherS C011P-IN IN `Toll Architecture January 10, 2014 Jon Henson Steeplechase of Eagan - Carriages c/o MN Division Office 14260 23rd Ave N. Plymouth, MN 55447 RE: TBI Lot #058 -1447 Steeplechase Lane Dear Jon: At TBI Lot 58, in order to spread out the load from the girder truss that bears on the rear wall of the Great Room, remove one ply of the existing (2) 1 3/4"x16" LVL header over the window at the rear of the basement. The outside ply is currently attached to the exterior deck and will remain in place. Also remove the portion of the existing floor truss (the rim board remains intact) and install a flush (2) 1 3/4"x16" LVL beam that extends over the existing window and runs past the end of the window for approx. 4' to the end of the wall to spread the load from the girder truss over the entire wall and footing. The new LVL will sit directly on the basement wall. See attached plan for location. If you have any questions or concerns, please do not hesitate to call. ' ..~i- Sincerely, Toll Brothers, Inc. Y Sri '.iature: Gv Lisa M. Grosse, P.E. Date (lo l'f L' ,nse #4835 Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sf SECR 1tr0038a AO 79987 EASTERN DIVISION 250 Gibraltar Road Horsham, PA 19044 (215) 293-5300 FAX: (215) 293-5314 PHILADELPHIA ORLANDO DALLAS A Toll rothers i'O 1MANY Mn: Wedn aY Pa 13,2013-3:39:33 Nn ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF TOLL BROTHERS, INC. AND ARE COPYRIGHTED. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORP- ORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN COPYRIGHT@ 2013 PERMISSION OF TOLL BROTHERS, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND TOLL BROTHERS, INC. TOLL BROTHERS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. ~f RIM BOARD TUB RUSH LVL - DRAIN C: P Wr m Z F~ o -nF 5 0 i"1 4a O -n 11'-3'0.0. 3'-21' ~Ln N Tl w m r _ ® e NnxuoussfEE L ~gNTII UOUSSTE _ n o m ~Q fV ono BEAM PER PLAN BEAM PER PLANE- Sl - F-8 r < D \~I g ~ \I x 9 p S O dal v 4;p C, 00 7-7f-n 3 w - 9 Z : $x z _ z , :.7.:............ 7 7 7 ._.....-.AfAIIiIII1Ittf111111111NfA~1.:.: (2)1-3/4'x 16' 4D FLUSH LVL Iro Lo. s7) ° ^ 3 _ NT. STEEL Sn CONT. STEEL CA BEAM PER PLAN - 9- BEAM PER PLAN - - gtt M r- W O Z ; S p y Sw `1 - M m J C® V r \ ! 2x10 LEDGER ATTACHED TO RIM BOARD W/ 5/8 245 O = DIA. THRU BOLTS 012 N Ca O.C., TOP AND BOTTOM (D Nt~a Q 4 (2)1.3/4' x 16° w RUSH LVL =1 zi TYPICAL JOLST h HANGER _ II III (2) 13/4° x 16" P.T. LVC/ . i ; - TO BE LOCATED BELOW o POINT LOAD ABOVE _ =!j # Pal- ijC3 n -LA if1NTIN000S STEEL CONTINUOUS STEEL o r a. PER PlAN~O_ -B€AM PER PLAN - - - . . O ! _ : 0. 317)° ...i ~y~. ' w. IL 00 n ~m 00 w 0 ao " g 05 w r I: 71 ~ww I I ( q! N~ TUB J DRAIN 1-3/4° x 16" FLUSH LVL T z 3 CIO CIA ~o ga y o~ L 1 's vo4~8~ a„1~~~~ Am l . 8 A a 0 0 §g 0ma 6'nz H F 8g~ Pmm H , 23 n ~ STEEPLECHASE - LOTS #56-58 In led Gibson AIA D T `Toll Architecture Lee Golanoski AIA " o Cs 1T-a r u3 David Ruggles AIA . 6O a Michael R. LeBlanc AIA m w cn cn A `TU9kvtbam%za Company Sylvia E. Senseny AIA m MM z m r D M ssrn a z z Jeremy Greene, AIA ® PHILADELPHIA 0 DALLAS 0 r+ 'n r (J7 0 N o m o rn Rafael R. Da Silva, AIA c.a m0 Z ® ORLANDO ® SHATTER 0 4T D = 'se Fi M c n z, co z VI (n K o m < to Q EASTERN DIVISION (215)793-5300 a PAX (235)293.6711 2 NORTH o 2500DIRALTARROAD a HORSHIW • PA o 19044 r `Toll Architecture February 7, 2014 Keith Pew Steeplechase of Eagan - Carriages 1440 Steeplechase Lane Eagan, MN 55122 RE: TBI Lots #58, 1447 Steeplechase Lane Dear Keith: Your lot #58 framing plan shows (2) 2XI0's above the entry door. These are adequate to carry the load of the trusses above. The LVL shown 2 feet in front of that same wall can be removed. _ Do not hesitate to contact me with any further questions. Sincerely, Toll Brothers, Inc. I iWiUU, "-.,.y 'J"J' .,.iawi~dcilwilur 1111 r report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Print Name: _ S VIA_E_ SENSE Signature: Date _ License # . 48401 Sylvia E. Senseny, AIA Studio Leader MN License #48401 CC: Richard Kittredge S S/sf SECR 1tr0041 AO 82160 EASTERN DIVISION 250 Gibraltar Road 11 1lorsharn, PA 19044 (215) 293-5300 FAX: 15) 293-5314 PHILADELPHIA ORLANDO DALLAS owi rote C0,111TA' NY Toll Architecture Title : Wayzata Job # 250 Gibraltar Rd Dsgnr: L Grosse Date: 10:55AM, 10 FEB 14 Horsham, PA 190" Description : Minnesota townhouse 215-293-5300 Scope: 1447 Steeplechase Lane Eagan, MN 55122 (T6i Lot Rev: 580006 (.1 user. Kw-~0 58} 3483,ver5.en 1-Dec-2003 Timber Beam & Joist Page 1 (c)1983-2003 EN"ra r, f ,.neering Software P, _ Wayzata 11 4 Description RF - Headers 2 Timber Member Information ode Ref: 1997/2001 NDS, 2000/2003IRC 2003 NFPA 5000. Base allowables are user defined Garage Win Garage Door a~c meal wow GR dux Timber Section 2-200 2-2x72 MicroLamr 3:5x11.8 Microl.am; 3.5x9.5 Beam Width in 3.000 3.000 3.500 3.500 Beam Depth in 9.250 11.250 11.875 9.500 Le: Unbraced Length ft 2.00 2.00 9.25 3.00 Timber Grade Hem Fr, No.2 Hem Fir, No.2 Truss Joist - Truss 3oist - MacMillan, MacMillan, Fb - Basic Allow psi 850.0 850.0 2,600.0 2,600.0 Fv - Basic Allow psi 150.0 150.0 285.0 285.0 Elastic Modulus ksi 1,300.0 1,300.0 1,800.0 1,800.0 Load Duration Factor 1.150 1.150 1.150 1.150 Member Type Sawn Sawn Manuf/Pine Manuf/Pine Repetitive Status No No No No Center Span Data Span ft 2.67 16.20 9.25 100 Dead Load #/ft 192.00 17.00 363.00 Live Load #/ft 435.00 38.50 823.00 Dead Load #/ft 106.00 469.00 Live Load #Ift 241.00 1,064.00 Start It End It 9.000 0.500 Point #1 DL ibs 4,400.00 LL lbs 9,900.00 @ X _ _ftl 0.500 Results Ratio = 0.1465 0.3553 0.8463 0.4699 Mmax G Center in-K 6.70 2i.85 196.69 73.30 @X= ft 1.33 8.10 4.62 0.50 fb : Actual psi 156.7 345.3 2,391.1 1,392.3 Fb : Allowable psi 1,069.6 971.8 2,825.3 -2,962.7 Bending OK Sending OK Bending OK Bending OK fv Actual psi 191 17.7 202.7 110.4 Fv : Allowable psi, 172.5 172.5 327.8 327.8 1 Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL ibs 256.32 137.70 2,168.77 381.62 LL ibsl 580.72 311.85 4,920.18 8,737.67 Max. DL+LL lbs 837.04 449.55 7,088.95 12619.29 @ Right End DL ibs 256.32 137.70 2,142.98 752.87 LL lbs 580.72 311.85 4,861.56 1,694.33 Max. DL+LL ibs 837.04 449.55 7,004.54 2,447.21 Deflections Ratio OK Deflection OK Deflection OK Deflection OK° Center DL Defl in -0.001 -0.057 -0.088 -0.005 L/Defl Ratio 37,539.1 3,414.7 1,263.7 7,497.7 Center LL Deft in -0.002 -0.129 -0.199 -0.011 !CsA L/DeflRatio 16,569.0 1,507.8 557.0 3,331.6 is ..li,.i,, t Center Total Deft in -0.003- -0.186 -0.287 -0.016 3" Location ft 1.335 8.100 4.625 1.296 L/Defl Ratio 11,4952 1,046.0 386.6 2,306.6 ,l L r ~ .'r _ -71 . Use BLUE or BLACK Ink r----------------� I For Office Use � I [� /�, ' � Permit#: � / ! �n��( City of �a�a� � �� . � � �J��� � Permit Fee: r� 3830 Pilot Knob Road � y Eagan MN 55122 � Date Received: � � � Phone: (651)675-5675 I 1 Fax: (651)675-5694 �� , ;, , � Staff: I i � 2015 RESIDENTIAL BUILDING PER.MIT APPLICATION Date: Site Address: Unit#: Name L 7'(`V C�� �� y Phone:� � �� ��3 Address/City/Zip: �� ��� �"�''�T , �_�1'��� ��9Vyco, ��1.��.� Applicant is: Owner � Cmntractor � Description of work:�,���<,r- � �;� �i �,4,1�� ; Construction Cost:'' � Multi-Family Building:(Yes /No ) Company�, l� L�_ ���:�'�-.�,� �t3��Contact:s YZ� ^W�i Address: 1 � �'L b.J � �''��� �_�� � _City: �p��� � State:�Zip:�� Phone: C ����E�ail:�c,rc-v� ���`�l�g�'''� I�L ,� � �� License#: �� Lead CertificatE:#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) h�� ��rn� . COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer 8�'Water Contractor: , Phone: CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.on� I hereby acknowledge that this information is complete and accurate;that the work will be in<;onformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work: is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the innesota:itate Buildin Code must be completed within 180 days of permit issuance. ��, �-/�� VL x , � ApplicanYs Pri ted Name pli ant's ignature Page 1 of 3 DO O WRITE BffLOW TH LINE`� `�(� • � ��� SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration (Single Family) _ Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration (Multi) Multi Deck Porch(Screen/Gazebo/Pergola) Miscellaneous -�-'0'1'vf'�'2R'" � Lower Level _ Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building'' Addition _ Move Building _ Reroof _ Demolish Interior �' Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation �C.� OiX� Occupancy �� -S MCES System — Plan Review Code Edition O!— SAC Units —' (25%_100% /!) Zoning � City Water Census Code y 3t�► Stories r- Booster Pump -� #of Units J Square Feet " PRV -- #of Buildings / Length -� Fire Suppression Required "—' Type of Construction � Width `"� REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation � HVAC_Gas Service Test Gas Line Air Test Roof: _Ice &Water _Final Pool:_Footings _Air/Gas Tests _Final � Framing Drain Tile Fireplace: _Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick � Insulation Windows Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Other: Reviewed By: % , Building Inspector RESIDENTIAL FEES ���'� �C4 �Oa �'f� Base Fee 3 8''3 �"'�° Surcharge Plan Review �,�/�} �_ MCES SAC City SAC Utility Connection Charge S8�W Permit 8�Surcharge Treatment Plant Copies TOTAL Page 2 of 3 Use BLUE or BLACK Ink �-----------------, � For Office Use I I r/ � Clt of �a aIl � Permit#: � � � 7 � � � � , � � � Permit Fee: �`�� I 3830 Pilot Knob Road i � Eagan MN 55122 � 1 Date Received: � Phone: (651)675-5675 � � � Staff: Fax: (651)675-5694 i________________� 2015 RESIDENTIAL PLUMBING PERMIT APPLICATION �ate: 4/22/15 s�te aaaress: 1447 Steeqle Chase Lane Tenant: Suite#: ���d��������, , Name: Phone: :" Address/City/Zip: Name:__AItB Htg & Plg InC.. dba Clearwater Plci & Ht�ense#: PM060886 ����$��� ;, adaress: 19260 Mushtown Road _c�ty: Prior Lake state: MN zip: 55372 Phone: 952-440-3779 � cor,tact: Susan Schlink Email: SUSaCI�Ca�clearwaterphc.com �.��.����,� X New _Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. �escription of work: Basement bath finish ' RESIDENTIAL Water Heater ` Water Softener ° '- Lawn Irrigation(_RPZ/_PVB) � P�r������ X Add Plumbing Fixtures(_Main/�Lower Level) Septic System _New Water Turnaround Abandonment RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener(includes$5.00 State Surcharge) $60.00 Lawn Irrigation(includes$5.00 minimum State Surcharge) $60.00 Add Plumbing Fixtures, Seqtic Svstem Abandonment,Water Turnaround"(includes$5.00 State Surcharge) *Water Turnaround(add$200.00 if a 5/8"meter is required) $115.00 SeqtiC Svstem New($10.00 per as built)(includes County fee and$5.00��tate Surcharge) TOTAL FEES$ 60.00 CALL BEFORE YOU DIG. Catl 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.ora I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes ofthe City of Eagan; that I understand this is not a permit, but only an application for a permit, and work i:a not to start without permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval o lans. X Susan Schlink x - Applicant's Printed Name Ap canY:�Signature � �� , ': � ° ,. . , �* : �� �, } ,, F�R�FF���#�E �� ; _�'��� �` � ` �r'���nr8��s E �' � ���,,,�� �'� ' ��� �:,t �.a. Y i t � � a _ � �8I�11IT�`.�[�}���Ml�)�:Rr,- ,�:,_���F��'w�l�t�i� �'Q�#(�1-��t ,,.,,.�,��'��5� �..�.,,,:� `��, ����` ��� : ,_ _ � �� �� � ��"�""�.,��, ti ��I . . ; , ' ' # � ' t t�I vt✓ 3 � M ter•Re� t � ��,� ���i���_ ��1���+�� ` � . E�., �.; � x�' �,�t�� e �ct:��� ��t� ,..�.�.. b�b ;�.. L Lv ��T Use BLUE or BLACK Ink �Q -------- �� i7\ �-------- -i • � i For Office Use �� i rtf n � Permit#: v " I V�6 Ol �� �11 I . �\`�y i � � � , Permit Fee: v 3830 Pilot Knob Road � — � I I Eagan MN 55122 � Date Received: � Phone:(651)675-5675 I i Fax:(651)675-5694 I I � Staff: � �.��_����_���_��__J 2015 FIRE SUPPRESSION SYSTEMS F�ERMIT APPLICATION* Date: ��c��-�� Site Address: ��� l� gT�`E.p��C�.4'it �,y`�Q,. Tenant:��1.. . I'e"�fl�S Suite#: E Name: S�� Phone: Property Owner , Address/City/Zip: Applicant is: Owner Contractor Type of Work Description of work:�(, �Q � ^)QW�p�'�`��� C,�,�,����" Construction Cost: �(�y� Estimated Completion Date: � Name:s�(,�L►1/r��� G..hi e�_ License#: �'d 75 Contractor Address: � /� � + �i�,CV•a��.�l?��c�City: �� _ State:�Zip: �3��� Phone:_ �05�� �S'' ��� Contact: Email: FIRE PERMIT TYPE WORN►TYPE �Sprinkler System(#of heads�) New _Addition _Fire Pump _Standpipe �Alt��rations _Remodel Other: Other: DESCRIPTtON OF WORK: �Commercial _Residential _Educati�na! FEES $55.00 Permit Fee Minimum Contract Value$ x.01 *If contract value is LESS than$10,010,Surcharge=$5.00 �,,, "`If contract value is GREATER than$10,010,Surcharge=Contract Value x$0.001�5 -$- �S Permit Fee ''"If the project valuation is over$1 million, please call for Surcharge '"'� _$ S Surcharge" $100.00 Residential New(includes$5.00 State Surcharge) =g_ � "r TQTA�FEE 3/4"Displacement Fire Meter-$270.00 =$ Fire Meter _$ TOTAL FEE *Requirements:2 complete sets of drawings and specifications,cut sheets on rnaterials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is coimplete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that t 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_�.2.1�'t� �'W��'�' x � Applicant s Printed Name ApplicanYs Signature 13� � ��- FOR OFFICE USE REQUIRED INSP�CTIONS � � � � � � � Hydrostatic ` FlowAlarm Drain Test Rough In Trip Pump;Test Central Station ;.�nal ` Contliboris of Issuance: .._, .�c.��r���� Permit Rev�ewed.;b , 4 a r � ` : Date. �/�L PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA174137 Date Issued:12/29/2021 Permit Category:ePermit Site Address: 1447 Steeplechase Lane Lot:3 Block: 2 Addition: Steeplechase Of Eagan PID:10-72540-10-058 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 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 - Bruce L & Pauline J Tstes Bailey 1447 Steeplechase Ln Eagan MN 55122 Warner Stellian Co Inc 550 Atwater Circle St Paul MN 55103 (651) 222-0011 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA179792 Date Issued:10/19/2022 Permit Category:ePermit Site Address: 1447 Steeplechase Lane Lot:3 Block: 2 Addition: Steeplechase Of Eagan PID:10-72540-10-058 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 - Bruce L & Pauline J Tstes Bailey 1447 Steeplechase Ln Eagan MN 55122 Parkway Custom Construction Llc 1303 S Frontage Rd Suite 199 Hastings MN 55033 (651) 480-3797 Applicant/Permitee: Signature Issued By: Signature