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1405 Vince Tr.40 City of kap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 AUG 10 RECD Use BLUE or BLACK Ink Permit #: Permit Fee: _go I, -7e o Date Received: Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION LC-0-m�,‘ Date: D Site Address: (4'1 lis VvvC',�... I roi Tenant: Suite #: RESIDENT / OWNER Name: 740j.sL %�at-e /i Phone: 617'411 J� 7f47 / Address / City / Zip: C11( ( I'"✓•°"�yt„d, Applicant is: '( Owner Contractor TYPE OF WORK Description of work: ?n(' `a}- k)) c__ _ Construction Cost: 1 WICOOt Multi -Family Building: (Yes / No s ) CONTRACTOR Name: i hoe (.. 1- JSr►IL License #: 13)7 a Address: 4/14 GIC; C, ).01( a.Xixi i)C, City: /�C. G,,,\ 73 6..5-10 3 S State: ,/t-/ kJ Zip: s Phone: • I i Contact: �{ sC,,,,` Email: bi-%CAVA a -t ntt2an.� S, -;(1x/ N. COMPLETE In the last 12 months, has c No If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master plan: _Yes Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents. that you submit are considered to be public information Portions of the information may be classified as non-public if you provide specific reasons that would permit the City' to conclude that 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.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name xef)-/ 4 Applicant's Signature Page 1 of 2 /Liam SUB TYPES Foundation Multi 01 of _ Plex J mc6_, `DO NOT WRITE BELOW THIS LINE q32/6/ Single Family Accessory Building Fireplace Garage Deck Lower Level /( Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool WORK TYPES New Interior Improvement )(Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% )" Census Code # of Units # of Buildings Type of Construction Move Building Fire Repair Repair Siding Reroof Windows Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Demolish Building* Demolish Interior Demolish Foundation Egress Window Water Damage *Demolition of entire building — give PCA handout to applicant Occupancy1 Code Edition 144 od,1 Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water _Final Framing Fireplace: _Rough In _Air Test Final Insulation Meter Size: Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required HVAC Other: Pool: _Footings _Air/Gas Tests _Final Siding: _Stucco Lath Stone Lath Brick Windows Retaining Wall: Footings Backfill Final Radon Control Erosion Control , Building Inspector riaio /lo if k°G/.�va 0 7 756° ,a0v q/c6 0 Page 2 of 2 866.0 d' CV • 864.8 864.2 x 864.3 x 8 ifinautimaggisicammEltikiiCia P141\ j O� U1a )�2 F±Rengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: THORSON HOMES INC. LOT AREA =28,152 SF HOUSE AREA =2,794 SF PORCH AREA=184 SF DRIVEWAY AREA =1,157 SF COVERAGE =14.7% x L7.7 x 868.0 5.2 867.1 868.3 868.3 2 868.3 869.5 'S89d55'38"E DRA NAut8RND UTILITY EAS MENT PER PLAT870.1 867.4 867.7 868.3 20 x 867.2 / x 867\5 867.0 -------------- x 865.3 x 865.0 864.4 x 866.2 865.2 x 865.4 865.0 865.2 865.5 865.0 va 0 105 v 0 0 - 0 869 w w r x 870.8 875.3 ADDRESS: 1405 VINCE TRAIL, EAGAN, MN BUYER: MODEL: ELEVATION: EXISTING HOUSE 61.28 BENCH MARK: TOP NUT HYDRANT ELEV.= BENCH MARK: ,' TOP OF SPIKE / ELEV.=882.93 / / 884.9 882.9 885.3 39.56 870.7 to \� 875.8 ' ' x 880.9 x 870.2 \ 869.0 3\I\ J V866. • x 868. -- 1 \ - 1\ /20 868.5 L. 872.8 In 866.1 870.5 - \ sT\ '1S8 x 869.8 x 869.4 x 86 45x 871.2 589°56'201 865.3 866.9 ' 865.1 865.1 865.2 a 865.7 x , .3.4 864.1 863.7 x 864.0 a7 x 863.5 863.2 x 864.0 865.9 865.4 x 865.4 867.2 x 86{ 867.0/ 8 886.5 6.5 Ca01 1 ▪ 0 6.9* o 883.9 to 876.7 x 884.4 80.68 x 880.8 883.5 0\ '-I \X \ 83Y \x 885.2 7.- \ \ CP CP\ ✓386. -_30 886.6 6--\ 25 8866 8.0 x 871.8 x 874.0 �10-y{ aad� I LO co - Iin 9 N x 873.2 ✓ cp 876.6 0 x J x 6f2.5 ' x 878.4 877.6 89.3 2 W • 0 L.r 87/1.7 " o 8714.0 tZ 1511 I 881.5 x 876.4 882.8 865.5 871.0 x 880.0 x 888.0 x 876.8 866.9 x 864.0 867.0 ,ps x 861.6 x 861.7 99 866.5 x 864.6 x 867.2 887.5 x 874.9 887.7 ex n,'I o�� J x \872.9 x 872.6 x 871.6 LL x 880.2 L'- 887.8 889.0 x 862.3 0' 882.6 x '(f1 x 883.3 885.1 885.6 886.11 888.0 P" x 892.1 SANITARY SEWER INVERT ELEVATION=(874.2) PLAN NOTE: ADD BRICK LEDGE AS REQUIRED NOTE: GRADING PLAN BY GUST ENTERPRISES LAST DATED 8/16/03 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM NOTE: UTILITIES SHOWN PER PLAN / 894.1 890.3 4) 900.8 x 1>) (e)(1':893.3 890 e) x 893.3 892.3 x 896'9 ..._BENCH BENCH MARK: 8982 'N 895'0 `--TOP OF SPIKE �1 r - ELEV.-892.32 890.3 891.6 899.3 �ol�'CJ \�\ (6,96 •0 •J ti VACANT LOWEST ALLOWABLE FLOOR ELEV. : (876.0) HOUSE ELEVATIONS LOWEST FLOOR ELEVATION TOP OF FOUNDATION ELEV. :(PROPOSED)/ASBUILT (881.8) (890.6) GARAGE SLAB ELEV. @ DOOR : (890.2) X 000.00 DENOTES ( 000.00 ) DENOTES - - - DENOTES DENOTES DENOTES DENOTES 000.0 1 EXISTING ELEVATION PROPOSED ELEVATION DRAINAGE AND UTILITY EASEMENT DRAINAGE FLOW DIRECTION SPIKE ELEVATION ON DENOTES EMERGENCY OVERFLOW WE HEREBY CERTIFY TO THORSON HOMES INC. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 2, BLOCK 3, KENNERICK SECOND ADDITION pAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, pNDER MY DIRECT SUPERVISION THIS 21ST DAY OF JUNE, 2010. §PALE 1 INCH = 30 FEET 103235014 3D MTWx2 AS SURVEYED BY ME OR REVISED: NOTE: 6-30-10 LOT TOPO 7/15/10 STAKE HOUSE SIGNED: /`PIONEER ENGINEERING, P.A. BY: Peer J. Hawkinson License No. 42299 RESIDENT / OWNER Name: 114 o,. - ‹(h., 44 4; .1.3,t Phone: 6s 1- k;'- O6 f ./ t Address / City / Zip: L I L 6 Weil a c.4.411 Fnvr E a /'vim 70 Applicant is: X Owner X Contractor TYPE OF WORK Description of work: New Construction Construction Cost: Multi Family Building: (Yes / No X ) CONTRACTOR Name: Thorson Homes, Inc. License #: 1317 Address: 4466 Wedgewood Drive City: Eagan 612- 810 - 3597 State: MN Zi 55123 Phone: 651 - 4540644 Contact: Br ian Thorson Email: brian@thorsonhomes.com 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 X No If yes, date and address of master plan: Licensed Plumber: Olson Plumbing Phone: 61 701 - 8158 Mechanical Contractor: Air Mechanical Phone: 763 - 7747 Sewer & Water Contractor: Allied Excavating Phone: 952 - 894 - 8340 NOTE Pl ans and supp orting th info r m ation m :d ocuments classified as non ` c onc lu de that yob are c ons o be p ubl lc infoat u su mit public if y ou, provide specific reasons that would th i ey are, trade s .. . rm on. perm ... Porti s of 4 it the City to ? � Date: -q, (gm/ 3 '/ 44 111116 qs.ov C!t 6 JUL 08 pE � p 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 S n/ j ) 95-25- Fax: (651) 675 -5694 `!r w 2010 RESIDENTIAL BUILDING PERMIT APPLICATION June 28, 201 Qite Address: 1405 Vince Trail Tenant: � I61 /K x r Applicant's Signature Use BLUE or BLACK Ink Permit #: Permit Fee: T -� Date Received' Staff: CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454 -0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.orq 14( (1. / ✓1 Suite #: I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Url.t� L o r$N• Applicant's Printed Name Page 1 of 2 NO 6 Ulric& WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% Census Code # of Units # of Buildings Type of Construction SUB TYPES Foundation Fireplace Single Family — Garage Multi Deck 01 of _ Plex Lower Level Accessory Building Interior Improvement Move Building Fire Repair Repair Reviewed By: REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water Final Framing \(.. Fireplace: • Rough In '` Air Test Final Insulation X Meter Size: - RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies TOTAL DO NOT WRITE BELOW THIS LINE " 00 ccupancy Code Edition Porch (3- Season) Porch (4- Season) Porch (Screen /Gazebo /Pergola) Pool Zoning Stories Square Feet Length Width 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 MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers ��, Buildin • Inspect rO X 5 7 6/ 3 7C )‘ is( ro ) ,5-0(7g 1 Mb fry hJQ Sheetrock Final / C.O. Required a� Final / No C.O. Required HVAC Other: Pool: Footings Air /Gas Tests _Final Siding: _Stucco Lath Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill Final Radon Control Erosion Control 81, 3 ,qV (AN f ffrpb#6t, f pltrov, r ", 1 47 - z 1 0-0/ 21 6? c _ r _ t(, - (, 3 2. l5 - 'J �J / 39)( ?�, 6 ( P- age q______„7 X301 .AUG-3-2010 13:10 FROM:AIR MECHANICAL EAGAN 6514526925 New Construction Energy Code Compliance Certificate vet NI I a] .R Building Cer of cell. A 17PHding cat icue shell •k- ported in a mums* vishlo loaui+xa inside the ' Dole Cerarhsn, peam building ',fhe eerthIcate :.hull be cempletcdhythe builder and st nA list inflenranon end vrluce , arrnponenis Ivilad in Millie NI i01 it Mn111ngAMrne ere. Dnelin% Faelleng [role 1405 VINCE TRAIL Newel of teem nMM Ceevtracfar THORSON HOMES eating or Cooling posts 0 TO:6516755694 i+ds Collitioned Spaces P:2•6 ngg, marital a a: 4 THERMAL ENVELOPE Insulation Location D'Inw Endre Shib Pmmdellon Wall Ferlmr'n`r orSiab an Credo Mtn Trpht : nonaletlon RADON SYSTEM Passive (No Rol ) Adive With furl card mall meter <7r hsr syown monitoring devices•) MINIM MI MI MIN 111111111111 EMEMEM=Illmommml MI MI MI Mrii= TAM Minn MEI 04aer Flume Describe There MEM EMIR QIII 1111111 MI MI rial11111111MI EMI Type: Met* All That Apply Wddows & Doors Awn U - Factor (miirder Wu and one door Solar 71cst Gain C'oef"cient (SHGC): Domenic Water licater of k lj[ , all duds located in conditioned >. ace ii!pm m SQ,l1p6 /ageing ea glee mum Beat Lo 61a d3a >"str114'.dnRr!•n tJAlcrdu6ed . ME MI Mecltanlcnl Ventilation System Describe. raw additi pad or cantbiuod cQ coop eructs if installed: (e.g. two furnaces or air Mart rt pomp with gas back -op furnace Sel Type• Rent Recover Ventilator (I R in : Continuum exhausting s) rated cq • , • ' in cfms: C's "' . «'• continuous ventilation rate in cfms: -u Makep Air StaeerC Type Cfm's round duct OR Other, descdhe: Location of duct Or System: '" FLEX MECH ROOM MECHANICAL SYSTEMS A • ' (lances Not Type" Motnrt ietnrty Mudd Combustion Air Select a Race your logo here AUG- 320t0 13:10 FROM:AIR MECHANICAL EAGAN 6514526925 TO:6516755694 xr & .1i ern 2 R V 1SOR ; y, "' I f . , F , y0-4 f: , f 'fig t ¢ ' ,�, . r y.•1� -r ,S�G�' ; �w G .,':i.� fl � 4ai.hUi r W1�. i� . RD' ro C * ° Equation 11 -1 from Section N1104.2 to cal ulate total ventilation rate eppvright C/2009 by the Rcvisor of Srati tes, Stile of Minnewra. Alt Risihtg Rcscrved. 1322.1104 continuous may have automatic cling controls providing the average flow rate for each hour meeting the requir eras of Section N1 1 04i.1. Equation 11-2: Continuous ventilation (cfm) = total entilation rate/2 N1104.2.1.1 Ventilation rat . The continuous ventilation system shall be balanced in accordance with ection N1104.4.2. Exception: if the Local ventilation req irernents:according to IRC Section 8303.3 are being met by the continuous ventilati • system, it shall be capable of operating at a rate not more than 100. percent greater an required by Section N1104.2.1. bedrooms, use P:4/6 -AUG -3 °201€ 13:10 FROM:AIR MECHANICAL EAGAN 6514526925 5 Otte -or.x iultiple One:or. 0 One p . • 'fan .assiste : atnj;osplher..ically . bi uect vetir: ••appliance and . venfied gas or aplblian s; Or . power ve oil. appliance 'or: nc ombustion or direct r% nt one solid fuel • appliariees appliances appliance' 1. Use the pprc�pri fe Column to Es€i rri,ate I3 use Iirfilti:ation a) pressure factor (cfM/s 0.1$ . h) eonditi6ned floor a z e a . ( s f ) I n , (including unlinishert baserients) Estimated House 1ntltr Lion (cfrn): 1a x 1151 2_ Exhaust° Capacity. a) continuous exhaust -only ventilation systenr.(chn): (not appiicable'to balanced ventilation systems, such as .iV) b) clotles dryer .135: c). 8O% of largest exhaust rating ('fin): l•40 • • • • 0.09 R' 1:35 • 135 TO:6516755694 • 0.06. .. 0.03 41346 'Iultipie atmospherically veined has car. nail appliances or . solid fuel appliances . '(not applicable;if recirtulat» system or.ifpd ered: nnakeup air 3s electrically intjioei ed and matched to exh .ist) d) .$0% of .. largest .'exhaust not. rating (cf ) applicable • not applicable if reci ulating system :or ifio cred makeup air is electriCally interlocked and matched: 6 exhh ,iLSt) Total Exhaust Capacity (cfin): [2a +2b+2c +2d] "7"S S ' C.opyrigkcf 4;,12009.1 by the Rtn isor af.Sfatutes. tc rr.f Mi.naesota. Ail Rights Reserved P:5/6 - AIJG -3' -2010 13:11 FROM:AIR MECHANICAL EAGAN 6514526925 6 3; Makeup A.ir Requiiernent a) Total Exhaust Capacilty, (frata above) 31 b) Estimated douse • -Infiltration (from above) 6 ,)-t_ Makeup Air • (if Vert is ne e ; i0 i i 3c u ai i needed) 4. For Makeup Asir Operhig , Siring. refer -T•a le 511113.2 A Use this eblumn, if th are tither that f assisted or atmospherically vented gas or, oil appliances . dr i�'tli�:rre�ar� ti,o cornbusti:on ]fiances. B �7:se this one fan - siiste appliance per venting system. Other 41 - atrhosplierically vented appliances, may also be included. .. .'use this- eolurnn:if tfiere is one atmospliel-ically:vented (other than fan = assisted) gas or oil appIianee pet: seti.ting ter or one soli fuel appliance. D •e this • :colurx i =•if there are Multiple a .. °spherically vented gas or ail appliances using a . Common vent' or if there are attnospierical.ly . vented gas.. ;oil appliances and solid fti i appliances. Table 50 Makeup A4:ii Opening sizing Table Oiie or. . One or multiple multiple pa*cr vent fan- assisted or :direct vent appliances appliances or power vent nO:corribUstion or direct ve appliances' appliances' Type of opening or system (ems) • (dm) • Copyri•gtic 120()9• ijy.tlic T4cM )r of Stiitutcg. S TO:6516755694 .3.2 r>r New`itiii Existing Dwellings One Multiple atmospher atmospher- ically vented •ically vented d - gas or oil . gas . or oil appliance or appliances one solid fuel or solid fuel appliance" appliances' (cfm) (cfm) • dtc. of Ali Rights Rests+. ed- Passive . makeup air openizag : duct diameter l (niches) P:6/6 .` //706 Thorson Homes, Inc. HVAC Load Calculations for Petri Family Residence Eagan, MN RHVAC 8 A I LOAD$ Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Prepared By: Brian Ebert Air Mechanical 16411 Aberdeen Street Ham Lake, MN (763) 434 -7747 Wednesday, July 21, 2010 Project Report General Project Information Project Title: Project Date: Client Name: Client City: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Comment: Design Data Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Outdoor Dry Bulb -15 88 Check Figures Total Building Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Building Loads Total Heating Required Including Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Thorson Homes, Inc. Monday, June 21, 2010 Petri Family Residence Eagan, MN Air Mechanical Brian Ebert 16411 Aberdeen Street Ham Lake, MN (763) 434 -7747 44 834 0.970 1.000 1.000 1.000 1.000 Outdoor Outdoor Indoor Wet Bulb Rel.Hum Rel.Hum -15.33 80% n/a 72 47% 50% Ventilation Air: Ventilation Air: 1,053 3,851 35,936 Minneapolis, Minnesota Front door faces South Medium Degrees ft. 60,030 Btuh 22,918 Btuh 5,516 Btuh 28,434 Btuh Indoor Dry Bulb 72 74 CFM Per Square ft.: Square ft. Per Ton: Grains Difference n/a 31 Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 0.273 1,573 60.030 MBH 81 % 19 % 2.37 Tons (Based On Sensible + Latent) 2.45 Tons (Based On 78% Sensible Capacity) C: \Program Files \Elite\Rhvacw \Projects\Air Mech.,Thorson Homes 2 Story.rhv Wednesday, July 21, 2010, 1:42 PM Miscellaneous Report System 1 Whole House Input Data Outdoor Outdoor Outdoor Indoor Dry Bulb Wet Bulb Rel.Hum Rek:Hurrt Winter: Summer: Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: Infiltration Specified: Infiltration Actual: Above Grade Volume: Total Building Infiltration: Total Building Ventilation: -15 88 Main Trunk Yes No 0.00300 0.1000 in.wg. /100 ft. 650 ft. /min 900 ft. /min 8 in. 12 in. Winter 0.250 AC/hr 103 CFM 0.250 AC/hr X 24.814 Cu.ft. 6,203 Cu.ft./hr X 0.0167 103 CFM 80 CFM -15.33 72 80% 47% Runouts Yes No 0.01000 0.1000 in.wg. /100 ft. 450 ft. /min 750 ft. /min 6 in. 6 in. Summer 0.130 AC/hr 54 CFM 0.130 AC/hr X 24.814 Cu.ft. 3,226 Cu.ft. /hr X 0.0167 54 CFM 75 CFM n/a 50% 72 74 n/a 31.50 Duct Sizirrp Inputs Outside Air Data - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 20.78 = (0.68 X 0.970 X 31.50 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC /hr (103 CFM), Construction: Unknown Summer Infiltration Specified: 0.130 AC /hr (54 CFM), Construction: Semi -Tight C: \Program Files \Elite \Rhvacw \ProjectsWir Mech.,Thorson Homes 2 Story.rhv Wednesday, July 21, 2010, 1:42 PM Total Building Summary Loads Component Area " Sen La# Description Quan Loss Gai .n, Total in " in 4A -1 a -o: Glazing - Double pane low -e (e = 0.20 or less), operable window, a =0.20 on surface 2, wood with metal clad frame, u -value 0.29, SHGC 0.22 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 20P -30: Floor -Over open crawl space or garage, Passive, R-30 blanket insulation, any cover Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 103, Summer CFM: 54 Ventilation: Winter CFM: 80, Summer CFM: 75 AED Excursion: Total Building Load Totals: Check Figures Total Building Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Building Loads Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 1,053 3,851 35,936 60,030 Btuh 22,918 Btuh 5,516 Btuh 28,434 Btuh 456 11,506 11A: Door -Wood - Hollow Core 42 1,717 0 494 494 15A- 5sfoc -9: Wall- 1440 9,020 0 0 0 13AA- 5oc -2: Wall- 0 0 0 0 0 12E -Osw: Wall- Frame, R -19 insulation in 2 x 6 stud 2608 15,428 0 2,909 2,909 cavity, no board insulation, siding finish, wood studs 16B -44: Roof /Ceiling -Under Attic with Insulation on Attic 1297 2,482 0 1,398 1,398 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation 21A -24: Floor- Basement, Concrete slab, any thickness, 2 1277 2,777 0 0 0 24 73 0 8 8 0 CFM Per Square ft.: Square ft. Per Ton: Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 0 9,584 9,584 43,003 0 14,393 14,393 1,840 2,400 4,240 1,000 3,900 4,900 0 0 0 0 0 0 9,599 1,117 803 1,920 7,428 1,559 448 2,007 0 0 974 974 60,030 5,516 22,918 28,434 0.273 1,573 60.030 MBH 81 % 19 % 2.37 Tons (Based On Sensible + Latent) 2.45 Tons (Based On 78% Sensible Capacity) C: \Program Files\Elite \Rhvacw\ProjectsWir Mech.,Thorson Homes 2 Story.rhv Wednesday, July 21, 2010, 1 :4 PM Building Bar Graph Building Loss 60,030 Btuh Building Gain 28,434 Btuh 25,000 20,000 15,000 10,000 5,000 10,000 8,000 6,000 4,000 2,000 Floor 0% Floor 5% Wall 41% Door 3% Ventilation 12% Roof 4% Glass 19% Infiltration 16% Wall 10% Door 2% Equipment 17% Ventilation 7% Roof 5% Glass 34% People 15% Infiltration 7% AED Excursion 3% C: \Program Files \Elite \Rhvacw\Projects\Air Mech.,Thorson Homes 2 Story.rhv Wednesday, July 21, 2010, 1:42 PM Detailed Room Loads Room 1 - Foundation Plan (Average Load Procedure) General Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Actual Loss: N - Wall -15A- 5sfoc -9 38 X 9 S - Wall -15A- 5sfoc -9 38 X 9 E - Wall -15A- 5sfoc -9 42 X 9 W - Wall- 15A- 5sfoc-9 42 X 9 W - Wail- 13AA -5oc -2 24 X 2 W - GIs -4A -1 a -o shgc -0.22 0 %S Floor -21 A -24 1 X 1277 Room Totals: Htg. & dg. 1,277.0 ft. 1.0 ft. 1,277.0 sq.ft. 9.0 ft. 11,493.0 cu.ft. 1 58 CFM 6 in. 298 ft. /min. 298 ft. /min. 0.056 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Req. Vent. Clg: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: _ Ht9 Value HTM Item Description Area Quantity .' Sen Loss en airy 342 0.072 6.3 2,142 342 0.072 6.3 2,142 378 0.072 6.3 2,368 378 0.072 6.3 2,368 0 0.072 6.3 0 48 0.290 25.2 1,211 1277 0.025 2.2 2,777 0.0 0.0 0.0 0.0 1.2 24.6 0.0 1 1 58 CFM 0.3 AC/hr 0 CFM 20 CFM 34 % 4 CFM 7 % 2 CFM 1 CFM 0 0 0 0 0 0 0 0 0 0 0 0 1,182 0 Subtotals for Structure: 13,008 0 1,182 Infil.: Win.: 1.6, Sum.: 0.8 48 3.083 148 0.250 17 12 AED Excursion: 54 13,156 17 1,248 C: \Program Files \Elite \Rhvacw \Projects\Air Mech.,Thorson Homes 2 Story.rhv Wednesday, July 21, 2010, 1:42 PM Detailed Room Loads - Room 2 - Main Floor Plan (Average Load Procedure) General Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Actual Loss: Htg. & cg. 1,277.0 1.0 1,277.0 10.0 12,770.0 5 93 6 475 475 0.141 ft. ft. sq.ft. ft. cu.ft. CFM in. ft. /min. ft. /min. in.wg. /100 ft. Item Description Area Quantity -U- en G Htg S Value HTM Loss HTM Set, Gain N - Wall- 12E -Osw 38 X 10 S - Wall- 12E -Osw 38 X 10 E - Wall- 12E -Osw 42 X 10 W - Wall- 12E -Osw 42 X 10 E- Door- 11A6X7 N - GIs- 4A -1a -o shgc -0.22 100 %S S - Gls -4A -1 a-o shgc -0.22 0 %S E - GIs -4A -1 a -o shgc -0.22 0%S W_- GIs -4A -1 a -o shgc -0.22 0 %S Subtotals for Structure: Infil.: Win.: 53.3, Sum.: 27.7 AED Excursion: People: 230 lat/per, 300 sen /per: Equipment: Room Totals: 332 364 318 300 42 48 16 60 120 1,600 2 0.068 0.068 0.068 0.068 0.470 0.290 0.290 0.290 0.290 Occurrences: System Number Zone Number: Supply Air: Supply Air Changes: Req. Vent. Clg: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 5.9 5.9 5.9 5.9 40.9 25.2 25.2 25.2 25.2 15,647 3.091 4,945 1,964 2,153 1,881 1,775 1,717 1,211 404 1,514 3,0 24.6 20,592 1 1 1 467 CFM 2.2 AC/hr 0 CFM 31 CFM 7 % 33 CFM 7 % 53 CFM 28 CFM 0 0 0 0 0 0 0 0 0 370 406 355 335 494 395 225 1,477 2,955 0 7,012 0.259 576 414 432 460 600 1,000 1,500 2,036 9,958 C: \Program Files \Elite \Rhvacw \Projects\Air Mech.,Thorson Homes 2 Story.rhv Wednesday, July 21, 2010, 1:42 PM Detailed Room Loads - Room 3 - Second Floor Plan (Average Load Procedure) General Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Actual Loss: Htg. & dg. 1,297.0 ft. 1.0 ft. 1,297.0 sq.ft. 9.0 ft. 11,673.0 cu.ft. 6 Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Req. Vent. Clg: Actual Winter Vent.: 88 CFM Percent of Supply.: 6 in. Actual Summer Vent.: 448 ft. /min. Percent of Supply: 448 ft. /min. Actual Winter Infil.: 0.126 in.wg. /100 ft. Actual Summer Infil.: 1 1 1 528 CFM 2.7 AC/hr 0 CFM 29 CFM 5 % 38 CFM 7 % 49 CFM 25 CFM Item Ares Qu -U- Htg Sen C Description antity Value HTM Loss 1-1T La in S g ain N - Wall- 12E -Osw 39 X 9 S - Wall- 12E -Osw 39 X 9 E - Wall- 12E -Osw 42 X 9 W - Wall- 12E -Osw 42 X 9 N - GIs -4A -1 a -o shgc-0.22 100 %S E - GIs- 4A -la -o shgc -0.22 0 %S W - GIs -4A -1 a -o shgc -0.22 0 %S UP-Ceil-16B-44 1297 X 1 Floor- 20P -30 1 X 24 Subtotals for Structure: Infil.: Win.: 48.5, Sum.: 25.2 AED Excursion: People: 230 lat/per, 300 sen/per: Equipment: Room Totals: 309 351 318 316 42 60 62 1297 24 0.068 0.068 0.068 0.068 0.290 0.290 0.290 0.022 0.035 5.9 5.9 5.9 5.9 25.2 25.2 25.2 1.9 3.0 1,828 1.1 2,077 1.1 1,881 1.1 1,869 1.1 1,060 8.2 1,514 24.6 1,564 24.6 2,482 1.1 73 0.3 0 0 0 0 0 0 0 0 0 345 391 355 352 346 1,477 1,527 1,398 8 14,348 0 6,199 1,458 3.091 4,506 0.259 524 377 488 6 1,380 1,800 0 2,400 18,854 1,904 11,264 C:\Program Files \Elite \Rhvacw \Projects\Air Mech.,Thorson Homes 2 Story.rhv Wednesday, July 21, 2010, 1:42 PM City Forester Copy° Applicant /Builder Copy OF EAGAN FORES D/VI :65675, !7.5 300 .; Development KENNERICK 2 ADDITION Lot Number Address Builder 2 1405 Vince Trail Thorson Homes Phone Number: 612- 810 -3597 Contact: Brian Thorson Tree Protection Requirements: Replacement Trees: (BUILDER, PLEASE READ ATTACHMENTS) Attachments: X Tree Protection Fencing Installed On Site (Black silt fence) X Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: X Not Required As Follows: X Yes (Refer to attached docume No Additional Notes: All tree protection measures shall remain in place until all construction is complete. No additional removal of significant trees shall occur without the approval of the City of Eagan Supervisor of Forestry. H: \ghove \2010file \treepres \Tree Preservation Plan Kennerick 2 Addition Lot 2 Bock 3 Block Number 3 4* 9Dc/9 City of Baran Er* frab' (WV SS 4 O2 = 4 '� ,a 6\'1" 1110, 22 owe _ lar me RSA _ 87.69 = TREE 6• DR GREATER 108233001 > MCP PI,NEERengine_ S LAND PLANNERS LANDSURVEYORS AP AR( CTS 21: 2 6MagowDidw .*sodas'Hait*. bet 55110. Mow(651)6811914 Pax: (6d1)6S19488- Pmaxmo . _ I y godly dogea pbewupepeadby ialts soles Iaa dLnd a e Atok mkt ma dr boo alas Sax SUM ' INGINIERING, P.A. TREE PRESERVATION PLAN Certificate for: THORSON HOMES LOT 2 BLOCK 3, KENNERICK 2ND ADDTTTON EAGAN, MINNESOTA (DAKOTA COUNTY) 7A11/U 10 r r 2 (SETBACK) of Tree Size # (in.) Tree Type Notes Status , * : ... 444t 3 2940 8' Boxelder Off Site Saw 2941 9 8m Off Site Saw 2942 8 Boxelder Off Site Saw 2943 11. 15 Boxekler Save 2944 20' Cottonwood Sam 2945 7 Boxelder Non- Significant Saw. 2946 12 Boxelder Saw 2947 8 Boxekler Non - Significant Saw 2948 20 Cottonwood Saw 2949 16 Cottonwood Saw 2950 8 Cottonwood Non - Significant Saw 2951 15 Cottonwood Saw 2952 22 Cottonwood Saw 2953 12 Boxelder Save 2954 6 Boxelder Non - Significant Saw 2955 14 Cottonwood Saw 2956 9 Boxelder Non - Signiflcant Saw 2957 10 Boxelder Non - Significant Sa 2958 7 Boxekler _ Non- Significant Saw 2959 7 Boxelder Non- Significant Saw 2960, 15 Boxelder Saw 2961 8 Boxekler Non-Significant Sage 2962 9 Boxelder Non- Significant Sane 2963 8 Cottonwood Non - Significant Saw 2964 20 Boxelder Saw 2965 28' Green Aft Saw 2966 9 Boxelder Non - Significant Saw 2967 8 Boxelder Non- Significant Saw± at MITIGATION NOT REQUIRED l mat; sneer 1 of 2 4 , PISNEERen CIVIL ENGINEERS LAND PLANNERS LAND SURVEYOIRS LANDSCAPE ARCHMICIS sat sowit he Ddve, Moat* lkist44, TLQi5S120, 1 OM) H5R11914 Pot OM6019 - r1D.MW goals TREE PRESERVATION PLAN Certificate for: THORSON HOMES LOT 2, BLOCK 3, KENNERICK 2ND ADDYITON MOAN, MINNESOTA (DAKOTA COUNTY) TREES TD eE SAVED SHALL IX FENCED BRIGHT ORANGE NTH NETTING CR HEAVY DUTY SILT FENCE MC 81170- STAKES AT 184E DRIP LINE, OR AS DIRECTED 8Y THE OWNER'S CONSULTANT. PROTECTION FENCE WU. HELP NSUIE AGAINST DAMAGE 8Y VEHICLES. COMPACTION OF SCLS AND CR THE CHEMICAL ALTERATION OF SOILS WE TO CONCRETE WASHOUT. PANTS AND LEAKAGE OR SPA.LA6E OF ANY TOXIC MATERIALS. THE AREA OF ROOTS EQUAL 70 FOR EVERY t' OF TRUNK DIAMETER (DEN) 'MBE PROn'Bt."T= DTA% NOT 10 SCALE 1 - 1.5 FOOT PER INCH OF TRUNK DIAMETER TREE FAOISC ROO ZONE D TA F �$1�B E BRVATTON BNSTAU. TREE OR SILT FENCE PRIOR TO OR AT SAME TIME CLEA17NG. AS LARD PROTECTION FENCE SHOULD REMAIN N PLACE UNTIL �� CONSTRUCTION E F PROTECTION FENCE IS DAMAGED DR REMOVED, NEW FENCING MUST DE PLACED SACK IN ORIGNAL POSIT= UNTIL CC01 UUC1ON IS 90-I5S OF A TREES ROOT SYSTEM IS LOCATED W1HIN THE TOP 3' OF SOIL. 50% OF A TREES 1100T SYSTEM 4S LOCATED Wi1NIN THE TOP 1' OF SOIL. MOST FINE ROOTS ARE WHIN THE TOP 119' OF TIE SOL SURFACE, MID IT E THESE ROOTS THAT FUNCTION PRIMARILY N WATER AND NUTRIENT UPTAKE. SOME TREES CAN MINSTAR!) UP TO SOS ROOT SEVERANCE MILE PROTECTED ROOT ZONE OTHER 1886 seem ARE TREE P1101E0110 / FFENCE µ T TO DRIP LINE SOIL COMPACTION AND FILL OVER ROOT SYSTEMS ARE JUST AS DAMAOINO AS ROOT SEVERANCE AND SHOULD BE MINIMIZED FOR LEVELS. SOIL OXYGEN BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET 88TH THE CONSULTANT ON SITE TO REVIEW AU. WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHIN THE DRIP UNE AREA OF ANY TREES THAT ARE TO BE SAVED. NO GRADING, TRENCHING OR PLACEMENT OF EQUIPMENT IS ALLOWED IN THE TREE PROTECTION AREA. WORK PERFORMED WITHIN THE TREE PROTECTION AREA SHOULD BE DONE BY HAND AND UNDER THE SUPERVISION OF THE CONSULTING ARBORIST. PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 15 TO PREVENT THE SPREAD OF OAK WILT DISEASE. IF WOUNDING OF OAK TREES OCCUR ANYTIME BET%EEN APRIL TO AUGUST, A NON -TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY, (EXCAVATORS MUST HAVE A NON -TOXIC TREE WOUND DRESSING 18 THEM ON DEVELOPMENT SITES). 2 0f 2 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION qSI PROPERTY PROPERTY LEGAL: J.34 2.,t k. 31 ken/a k Lk 1�d. DATE OF SURVEY: , j zJJJO LATEST REVISION: O z Q DOCUMENT STANDARDS El ❑ • Registered Land Surveyor signature and company E, ❑ ❑ • Building Permit Applicant ..12' ❑ ❑ • Legal description .2' 0 0 • Address ❑ ❑ • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w /o, split entry, lookout, etc.) ❑ 0 • Directional drainage arrows with slope /gradient % ❑ ❑ • Proposed /existing sewer and water services & invert elevation ig ❑ 0 • Street name O 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) .)2( ❑ ❑ • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners ...E1' 0 0 • 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 ,g- ❑ ❑ • Waterways (pond, stream, etc.) Proposed 0 0 • Garage floor g' ❑ ❑ • Basement floor 0 0 • Lowest exposed elevation (walkout/window) p' ❑ 0 • Property corners ,21 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ X ❑ • Easement line O Jd 0 • NWL O 7 0 • HWL ❑ jd 0 • Pond # designation ❑ id 0 • Emergency Overflow Elevation ❑ g • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS %l 0 0 • Lot lines /Bearings & dimensions • 0 0 • Right -of -way and street width (to back of curb) ■ ❑ 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 9' ❑ ❑ • Show all easements of record and any City utilities within those easements 0 0 • Setbacks of proposed structure and s'- ' rd setback of adjacent existing structures )2' ❑ ❑ • Retaining wall requirements: Reviewed By: G:/FORMS/Building Permit Application Rev. 11 -26 -04 / Date 7 / /,.V.4) 1 V:i 3499 0 864. 8 8642 864.2 x 864.3 x 861.7 . 861.6 866.0 . 8 5.2 3.4 862.7 . 1367.7 •■■•• 867.1 . 867.1 867.1 865.3 . 868.0 865.2e i- >- Di $= . 865.0 . 865.4 /866. . 868.9 864.4 865.0 H 1 \- 45 871.2 / \ / \ / \ / 20 865.0 x 868.5 I_ . 872-8 V) 8'71.7 313 865.0 / \ Ln 868 . 1 S89 84.71 20"E 818.0 ____ _ Lr) 0 865.3 866.9 •-. 15 1 1 865.2 a 865.7 1 1 865.1 865 1 864.1 864.0 863.7 CY; 863.5 863.2 865 4 . 864.0 865.9 x 864.0 866.5 865.4 .4 .1 , / 866.5 . 871.6 x 867.2 x 864.6 SCALE : 1 INCH = 30 FEET 103235014 3D MTWx2 x 867.2 e 867.0 865.4 Certificate of Survey for: THORSON HOMES INC. LOT AREA =28,152 SF HOUSE AREA =2,794 SF PORCH AREA=184 SF DRIVEWAY AREA =1,157 SF COVERAGE =14.7% 868 868.3 868.3 869 xS89 867.4 867.7 866.2 865.2 865.5 866.1 86151 867.2 861 867.0 865.5 866.9 e 867.0 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com DRA NAeE UTILITY EAS MEN T PER PLAT 870 1 871.0 kv 7 . 8 8.0 . 871.8 ,orifc 872.9 x 872.6 868.3 20 . 867 cn 1 5. 4.3 - v 869 (/) 1§73.7 874.0 PI eNEERengineering 81.0 x 870.5 . 880.2 . 869.8 . 876.4 870.2 869.4 . 874.9 887.7 t . 86 9 ex 870.7 870.8 88 882.8 875.3 876.8 880.0 "888.0 887.5 887.8 881.5 889.0 u ADDRESS: 1405 VINCE TRAIL, EAGAN, MN BUYER: MODEL: ELEVATION: EXISTING HOUSE 61.28 1 87 s 1 s \" • -00 1 A 884.4 70.8 \ - - (c. ' 3 C ri . 873.2 1 * ;3 876.6 CP 0 ■• NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. 80.68 \TT 61 ‘ -1 x \ . 880.8 A 7.- \x 8 85.2 ( - \ 876.7 x \ \ CP A "1" TC \ CP CP\ '5 / \- C9 . ....0) \ / ,. / 88 -5..,' \882 c.,b ^3 . DP 0 0 ...- ' 3.6 ' 0O li,9,3 \ -1 cP / ___, ...0 \ ' 52_, d) . 0 / / i .,88 - , 7 13 i / oc). 'I /, 63 1,-- 1 1 1 y u, S / / 89/8 00 / , N 91.3 x ...5..5 ., A 88 .8 ' . O' J 2.5 878.4 . 877.6 878.4 x 879,0 \ 2 \ 882.0 ,, \ \ \ (7.45 xi- .....r Lc> ..., - 0 N °c) x 882.3 L., 0 Z 882.6 883.3 885.1 . 892.1 886. §, 88 , NOTE: ADD BRICK LEDGE AS REQUIRED NOTE: GRADING PLAN BY GUST ENTERPRISES LAST DATED 8/16/03 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT I3Y THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM NOTE: UTILITIES SHOWN PER PLAN LOT 2, BLOCK 3, KENNERICK SECOND ADDITION BENCH MARK: ,'TOP OF SPIKE / ELEV.= 883.4 / 884.9 885.3 e • - • 179.73 CP CP cr 880 \ \ CT) . 890.2 39.56 SANITARY SEWER INVERT ELEVATION=(874.2) PLAN 1 000.0 00.8 . WE HEREBY CERTIFY TO THORSON HOMES INC. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: 886.5 9 00.4 DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 21ST DAY OF JUNE, 2010. REVISED: 6- 30-10 x/xx/xx NOTE: LOT TOPO STAKE HOUSE 1 BENCH MARK: TOP NUT HYDRANT ELEV.= 0.0 - .\1■1 0 886.6 p-8 5 N ., ,„.... 0 3 ■ N ‘ . << LL1 ‘ ,., a / r N / - 8 92.4 . .c? .. ) 4 '.., 891.6 '--,- 13.9t ' N„ 0 \ 1:,<`) „,, r 1 X-.... z < 0 y 893.3 89 INSTALL PERIMETOZ CONTROL . 896.9 ---" -a BENCH MARK E --- -TOP OF SPIK6 898.2 6 CI . 41 E-4 899.3c, v ELEV.= e s al < (-6 9, .0) LOWEST ALLOWABLE FLOOR ELEV. (876.0) HOUSE ELEVATIONS : (PROPOSED)/ASBUILT LOWEST FLOOR ELEVATION (881.8) TOP OF FOUNDATION ELEV. (89116) GARAGE SLAB ELEV. @ DOOR J X 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE AND UTILITY EASEMENT DENOTES DRAINAGE FLOW DIRECTION DENOTES SPIKE DENOTES ELEVATION ON DENOTES EMERGENCY OVERFLOW TraLa=i4;i4,41.1:347,Eall?a,ii4ISZVI VACANT INSTALL EROS OR CO WED By LA.CiAN LivCitiNtx.x.iNfLi utxt: SIGNED: ,7PjONEER ENGINEERING, P.A. BY: i Peter J. Hawkinson License No. 42299 City of Etall Address: 1405 Vince Tr Zip: 55121 Permit #: 95249 The following items were / were not completed at the Final Inspection on: / Final grade - 6" from siding >c Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace x • 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 Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 APR 001011 Use BLUE or BLACK Ink For Office Use Permit #: 0 3 7 Permit Fee: Date Received: Staff: 2012 RESIDENTIAL BUILDING PERMIT APPLICATION Date: L4 - b"" 1 a Site Address: I I 05 v 1 r1C. �' �CZt ( t✓ an Cul M N 5 I a I Unit #: Name: O' Q w 1 �711r Tao 'SO() Phone: 65 / — 794-75 7 5 Address / City / Zip: l'10 5 i'rl c E� TI^c () 6—ajar) Ai 5 5 id Applicant is: %C Owner Contractor Description of work: —fl 1J sol aJ` tIet41. it �'txx.t'1Ct S f ofai gI S .t 5 coo Construction Cost: 3 r 00 58 Multi -Family Building: (Yes / No %C ) Company: ¶C) U� € C UJI y G @. e Contact: Re,k e COL L V n Address: '095\ O(t3ain f\k_ kJ City: Ciflawt.P l I ✓1 �J State: INNAi<563 Zip: 1 y Phone: 763-4M- I 1 ` 4 License #: VC 6 30 ol(v Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) Uje„ ace nC U p {-ef any fCct`r1 Sv. tzC 10vsE i}`j n e I y b i f COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.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 Re eec'a Lohdbe, J Applicant's Printed Name Applicant's Signature Page 1 of 3 t� C 7/4 DO NOT WRITE BELOW THIS LINE §111.11=_ Foundation Fireplace ) t Single Family , Garage Multi _ Deck 01 of Plex _ Lower Level Accessory Building _ Porch (3 -Season) Porch (4 -Season) _ Porch (Screen/Gazebo/Pergola) Pool WORK TYPES New _ Interior Improvement _ Addition _ Move Building 40- Alteration_ Fire Repair Replace _ Repair Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water Final Framing Fireplace: _Rough In Air Test Final Insulation Sheathing Sheetrock Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL / 31 - _ Siding Reroof Windows Egress Window /C 3 7C. 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 .RG s MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required 44 HVAC _ Gas Service Test Gas Line Air Test Other: Pool: Footings _Air/Gas Tests Siding: _Stucco Lath _Stone Lath Windows Retaining Wall: _ Footings — Backfill Radon Control Erosion Control , Building Inspector Final Brick Final Page 2 of 3