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2845 Burnside AveSewer & Water Contractor. Fire Suppression Contractor: RECEIVED JUN 2 6 20 E N 20�,,35..7 soa. 00 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 ore . 00 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-56 46 /!0 ? G% Yt� buildinoinspections(a�cityofeaoan.com ®®���� r For Office Use Permit #: // ?'/% _ Permit Fee: / 135: Date Received: Staff: 720 ISIDENTIAL BUILDING PERMIT APPLICATION Date:6/0/5— Site Address:204S 16;7GC2n7S[Qar" -AC�s vUnit #: Resident/ Owner J Name: (ML.L-1.44.1 a- tiartua Kee" t4- Phone:6(2- 3(7 3 — (S11a Address / City / Zip: 21 1 [L( S () Ao i, Applicant is: Owner is Contractor Type of Work Description of w Contractor lv -w t-F)Ng C oA3 Construction Cost: 37�� Multi -Family Building: (Yes / No ) COMpalegf4d De Vo` #f Co' 1; 'L Contact: 2 &31 -248 $'2 Address:(b5D 49•10f2' Ste G° City: P412 `1 Pi t State: ticN Zip: 537, 2-4—Ph!!! 0144 —r n Email: tr LIn aC\L f C V M4tL, I. H License # 5 74_ Lead Certificate #: NIA ( 3 37 If the project is exempt from lead certification, please explain why: fltom' CO s1— COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 nths, 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. ` ' / 6D- `a� DA) PC, Mechanical Contractor #0Y (la*/ma�.yy Phone: Phone: Phone: RP- - - 8 �i Phone:6 — q�P U�. 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 •rov/de specific reasons that would permit the CI to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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. CALL BEFORE YOU DIG. Call Gopher State One Cap 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 withou a permit; that the work will be in acc • • - with the approved plan in the case of work which requires a review and approve X / �,-1)' �o C 1 x Ap • leant'' 'lilted Name Appli nY'Si • nature 1 DO NOT WRITE BELOW THIS LINE ggL/64u,f,SidC JG SUB TYPES Foundation _ Fireplace Single Family S_ Multi 01 of _ Plex WORK TYPES x New Addition Alteration Replace _ Retaining Wail DESCRIPTION Valuation Plan Review (25%_ 100% ) Census Code # of Units # of Buildings Type of Construction Garage Deck Lower Level _ Porch (3-Season) Porch (4-Season) Porch (Screen/Gazebo/Pergola) _ Pool _ Interior Improvement Move Building Fire Repair Repair Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS iC Footings (New Building) Footings (Deck) Footings (Addition) • Foundation y Foundation Before Backfill Roof: Ice &Water Final Nk Framing 30 Minutes 1 Hour `- Fireplace: _Rough In Air Test _Final 4 Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: • -r1- Siding Reroof Windows Egress Window Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Service Test Gas Line Air Test _ Hood Pool: _Footings _Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath _Stone Lath _Brick _ EFIS Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Radio Meter Read Copies TOTAL (mew, fcrnJ,( ((/7p) 5f2Y6'flintIN) 61/ X9s:75q 23�,93 G velyNot 1(1ixLAY/ = 3c,04.11 (novvr = sri2ov /Oyv (»900 1 age2of3 r 7o5,Cl. New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted Mailing Address of the Dwelling or Dwelling Unit ," C' Name of Residential Contractor 66r: = 'D, Wiwii%- ,,,' 6, MN License Number 6c .5 t9574- THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types of Insulation Type: Check All That Apply J( Passive (No Fan) Non or Not Applicable Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, Isocynurate Active (With fan and monometer or other system monitoring device) Locationo orfuturelocation) of Fan: / C] �ifuture 4 J 1`M Other Please Describe Here Below Entire Slab if erc r' fel CO i_ -- Foundation Wall Pc. •� ✓ Perimeter of Slab on Grade Rim Joist (1st Floor) 1 I V Rim Joist (2nd Floor+) ^� Wall & I V Ceiling, flat __S''J ../ V Ceiling, vaulted it � Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: . Z 3 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): S is 12 . 46 ; 3 t �R-value MECHANICAL SYSTEMS Make-up Air Selecta Type Appliances Heating System Domestic Water Heater Cooling System Not required per mech. code Fuel Type iCIAT; 6,4 S Z- 6. G6"--L. Passive Manufacturer ,e (4� l� 40 SM ink iC v(, r) Powered Model / % 1 5 C Q �� 3 `7f , ^rs -5-0 / ALA i A.1 .qJ Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: `Strv,116ll 'j,�� y�-� Capacity in Gallons: ��''' v of Output in Tons: ``� 01• L Other, describe: Efficiency AFUE or HSPF% 9j / G.? J ,3 ,r � 6r SEER /EER /............., i 364 Location of duct or system: Residential Load Calculate Heating Loss Heating Gain Cooling Load �-+ �f 53 , 4. �' �7 `,1 • w. ��' �� p y� �j' / /, it J f Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM . metal duct Describe any additional or combined heating or cooling systems if installed: source heat pump with gas back-up furnace): select Type (e.g. two furnaces or air Combu ion Air Select a Type Not required per mech. code Passive ]%Heat Recover Ventilator (HRV) Capacity in cfms: Low: `7;j High: J Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s). describe: I •1304-. %f 44>:,i 16 ,3 50 LF741 0'41-- Cfm's Capacity continuous ventilation rate in cfms: e If " round duct OR Total ventilation (intermittent + continuous) rate in cfms: t;' .74- ._-z 4- > " metal duct Builders Associaton of Minnesota version 101014 re r z r't..-r,:j Bryan D. Voight Const., Inc 1650 210th St. E. Farmington, MN 55024 Lic. # BC529574 V!©l/t5r. S. ; gat., Inc E. I gf 2 REVISOR 1322.0403 the air circulation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. Exception: Kitchen and bath fans that are not included as part of the mechanical ventilation system are exempt from these requirements. R403.5.1 Alterations. Alterations to existing buildings are exempt from meeting the requirements of section R403.5. R403.5.2 Total ventilation rate. The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average for each 1-hour period in accordance with Table R403.5.2, or equation R403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) _ (0.02 x square feet of conditioned space) + (15 x (number of bedrooms + 1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventilation rate/2 Conditioned space' (in sq. ft.) 1000-1500 1501-2000 2001-2500 2501-3000 3001-3500 3501-4000 4001-4500 4501-5000 5001-5500 5501-60002 1 Total/ Continuous 60/40 70/40 80/40 90/45 100/50 110/55 120/60 130/65 140/70 150/75 Table R403.5.2 Number of Bedrooms 2 3 4 Total/ Total/ Continuous Continuous 75/4090/45 85/43 100/50 95/48 110/55 105/53 120/60 115/58 130/65 125/63 140/70� 135/68 150/75 145/73 160/80 155/78 170/85 165/83 180/90 Total/ Continuous 105/53 115/58 125/63 135/68 145/73 155/78 165/83 175/88 185/93 195/98 5 62 Total/ Continuous 120/60 130/65 140/70 150/75 160/80 170/85 180/90 190/95 200/100 210/105 1. Conditioned space includes the basement and conditioned crawl spaces. Total/ Continuous 135/68 145/73 155/78 165/83 175/88 185/93 195/98 205/103 215/108 225/113 Copyright ©2015 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. II r1fC FUEL. GAS APPENDIX E (IFGC) WORKSHEET E-1 RefildeatiilLcombufiliimAkCa Ifni. Furnace, Boiler, and/or Water Heater in the Same Simnel Bryan D. Voight Const., Inc 1650 210th St. E. Farmington, MN 55024 Lic. # BC529574 Step 1: Complete vented combustin,n appliance in tbrmation, Enlace/Boller, i.7 C' Draft Hood Fan Asitisted V Direct Vent Input 1 0 Btu/ht (Not lark assisted). & Power Yent Water Heater: anal:load „,-.. ,',,• ( ' ' L EgenAgitgati rill:41 Direct Vent Input; 0 Dni/hr fNot fan assisted) & Power Ye= The CAS includes all spaces connected to one another by code compliant openings, CAS volun-Le; 3:31etermine Air Changes per Hour (ACM' DefaultACH values_have been incorporated into Table g.-„I for use with Method 4b (KAIR Method). If the year of construction Dr ACH is not known. use Method 4a (Standard Ivlethodl. Step 4: Determine Required Volume for Combustion Air, 4a. Standard Method, Total Etu/hrinput of all combustion appliances CDO NOT COUNT DIRECT VENT APPLIANCESI Iupu1 tu/hi Use Standard Method column in Table E-1 to find Total Required Volume CIRVI TRV: Lta if CAS Volume (from Step 2) is greater than TRV theAno outdoor openings are needed, Jf CAS Volume (from Step 2)is less than TRY -then go to STEP 5, 4b..Known Air Infiltration Rate (V9113) Method. • ' Total Btu/11r input of all fan-assistetiand power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES' Input; Rtu/hr Use Fan -Assisted Appliance,s column in Table E-1 to find Bequired Yolim-ie Fan Assisted CRVFA) RVFA: Total BtuThr of all Non -Fan -Assisted Appliances Input: Etu/hr Use>ico-Fan-Assisted Arallances column in Table E-1 to find - Required Volume Non -Fan -Assisted CRYRVNFA DIPAIft Total Required Volume (TRV) = RVFA RVI4FA 1L = If CAS Volume (from Step 2) is greater than TRV then no outdoor openingare needed, If CAS Volume (from Step 2) is less than TRV then go to STEP S, (CWIdaigd) JUNE 2015 ERRATA-2015 MINNESOTA FUEL OAS CODE WORKSHEET E-1--(continued) Residential Combustion Air Calculation McId !for Furnace Boiler, and/or Water Heater In the Same Spacel Step 5: Calculate the ratio of : vailable interior volumes She 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_infarus Ratio RE = 1 - Step 7: Calculate single outdoor opening gajf all combustion air_is from outsida. Total Btu/hrinput of all Combustion Appliances in the same CAS !EXCEPT DIRECT VENT) Input ]3tu/hr FUEL GAS Total Btu/hr divided by 3000 litu/hr per in2 CAOA = / 3000 Btu/lir per in = iQl ,Step 8: Calculate Mini:nu:n CAQA, Minimum CAOA = CAOA multiplied ky RF Minimum CAOA = x = a Step 9: Calculate Combustion tion Air Opening Diameter (CAODh CAOD =1.13 multiplied by the square roof of Minimum CAOA CAOD = 1.13 Minimum CAOA = in 'Jf_desired. ACH can he determined using ASHRAR calculation or blower door test. Follow procedures in Section G304. 2015 AA1NNESOTA FUEL GAS CODE —DUNE 2016 ERRATA 7 Bryan D. Voight Const., Inc wrightsofte Load Short Form 1650 210th St. E. Entire House Farmington, MN 55024 Lic. # ?C529574 Goodin Company Job: H062620KREITZ Date: Jun 26, 2020 By: MIKE ROWE 2700 2nd street north. Minneapolis. MN 55411 Phone: 612-588-7811 Fax 612-588-8132 Email: mike.rowe@goodinco.com Web: www.goodineo.com Project Information For: KREITZ, VOIGHT ELECTRIC EAGAN, MN 'Design in ortnaticn Outside db (°F) Inside db (°F) Design TD (°F) Daily range Inside humidity (%) Moisture difference (gr/Ib) Htg -15 72 87 CIg 88 75 13 M 5 50 4 28 Method Construction quality Fireplaces Infiltration Simplified Tight 0 HEATING EQUIPMENT Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 90 AFUE 0 Btuh 0 Btuh 0 °F 846 cfm 0.015 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Trade Coact Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 0 SEER 0 Btuh 0 Btuh 0 Btuh 846 cfm 0.047 cfm/Btuh 0 in H2O 0.&5 ROOM NAME Area (ft2) Htg Toad (Btuh) CIg load (Btuh) Htg AVF (cfm) CIg AVF (cfm) CRAWLSPACE 1841 9302 330 142 15 MAIN LEVEL 1841 46064 17737 704 831 Entire House 3682 55366 18066 846 846 Other equip Toads 0 0 Equip. @ 0.93 RSM 16766 Latent cooling 3118 Tr rAI Q cenno AAA 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. • wrightsoft• RightSuite& Universal 2013 13.0.15 RSU15012 Project2.ntp Cale = Ma From Door races: S 202D-Jun-26 09:44:59 Page 1 -$- wrightsoftt Component Constructions Entire House Goodin Company 2700 2nd street north, Minneapolis, N 55411 Phone. 612-588-7811 Faz 612-588-8132 Job; H062620KREITZ Date: Jun 26, 2020 By: MIKE ROWE Ernai(: mike.rowaAl?goodinco.com Wet: www.goodinco, com Pro"ect Information For: KREITZ, VOIGHT ELECTRIC EAGAN, MN Des ry Conditions Location: Minneapolis/St. Paul, MN, US Elevation: 837 ft Latitude: 45°N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Heating -15 0 Cooling 88 19 (M ) 72 0 Construction descriptions Walls 12F-Osw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 15A-10s3oc-4: Bg wall, light dry soil, empty core, concrete block wall, r-10 ins, 10" thk Rim Joist, wd ext 18" R-14 ENTER LINEAL FOOT: Rim Joist, wd ext 18" R-21 ENTER LINEAL FOOT Partitions (none) Windows 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/8" thk: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors 1100: Door, wd sc type Ceilings Attic ceiling, asphalt shingles roof mat, r-49 cell ins: Attic ceiling, asphalt shingles roof mat, r-49 cell ins Floors Bg floor, light dry soil, OVER CRAWL SPACE: Bg floor, light dry soil, OVER CRAWL SPACE Indoor: Indoor temperature (°F) Design TO (°F) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating Cooling 72 75 87 13 5 50 3.9 28.5 Simplified Tight 0 Or Area U-value tnsui R Htg HTM It' Bohm°--F ft"-"FraNn etuMt" w 211 0.085 21.0 n 376 0.065 21.0 e 241 0.065 21.0 s 392 0.065 21.0 all 1220 0.065 21.0 w 107 0.069 10.0 n 208 0.069 10.0 e 107 0.069 10.0 s 208 0.069 10.0 all 630 0.069 10.0 se 185 0.047 21.0 n e s all w s all Loss Clg HTM Gain eh:h 81Mt' 8tuh 5.65 1192 0.90 189 5.65 2124 0.90 337 5.65 1361 0.90 216 5.65 2214 0.90 352 5.65 6891 0.90 1094 6.19 663 0.14 15 6.19 1289 0.14 28 6.19 663 0.14 15 6.19 1289 0.14 28 6.19 3903 0.14 86 4.08 756 0.94 174 115 0.300 0 26.1 2998 10.4 1201 12 0.300 0 26.1 313 36.5 438 57 0.300 0 26,1 1486 20,1 1146 184 0.300 0 26.1 4797 15.1 2785 42 0.390 0 33.9 1423 9.75 410 42 0.390 0 33.9 1423 9.75 410 84 0.390 0 33.9 2847 9.75 819 1841 0.020 49.0 1.74 3200 0.97 1786 1841 0.090 11.0 3.91 7199 0 0 A t wrightsoft' Right -Suite* Universal 2013 13.0.15 RSU15012 Project2.rup Cak, = MJ8 Front Door faces: S 2020-Jun-28 09:44:59 Page 1 - wrightsoft• Component Constructions CRAWLSPACE Goodin Company 2700 2nd street north, Minneapolis. MN 55411 Phone: 612-588-7811 Fax 6l -f 8&4 132 Email; miks.rowe %gnod nco.carn Web: www.goodinco,com Job: H062620KREITZ Date: Jun 26, 2020 By: MIKE ROWE Pro'ect Information For: KREITZ, VOIGHT ELECTRIC EAGAN, MN Design Conditions Location: Minneapolis/St. Paul, MN, US Elevation: 837 ft Latitude: 45°N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Heating -15 0 Cooling 88 199 (M ) 0 Construction descriptions Walls 15A-10s3oc-4: Bg wall, light dry soil, empty core, concrete block wall, r-10 ins, 10" thk Rim Joist, wd ext 18" R-14 ENTER LINEAL FOOT Rim Joist, wd ext 18" R-21 ENTER LINEAL FOOT Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors Bg floor, light dry soil, OVER CRAWL SPACE: Bg floor, light dry soli, OVER CRAWL SPACE Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Heating Cooling 72 75 87 13 5 50 3.9 28.5 Simplified Tight 0 Or Area U-value insui R Htg HTM Loss Clg HTM Gain le BIjMM-•F R'-'F/Btuh Btuh/Ir Btuh BCrMF etuh w 107 0.069 10.0 6.19 663 0.14 15 n 208 0.069 10.0 6.19 1289 0.14 28 e 107 0.069 10.0 6.19 663 0.14 15 s 208 0.069 10.0 6.19 1289 0.14 28 all 630 0.069 10.0 6.19 3903 0.14 86 se 185 0.047 21.0 4.08 756 0.94 174 1841 0.090 11.0 3.91 7199 0 „ y wrightsoft' Right -Suttee Universal 2013 13.0.15 RSU15012 ACk Prolect2.rup Cats = MJ8 Front Door faces: 8 2020-Jun-28 09:44;59 Page 3 0 -+- wrightsoft Component Constructions MAIN LEVEL Goodin Company 2700 2nd street north, Minneapolis. MN 55411 Phone: 6125884811 Fax= 512-588-8132 Job: H062620KREJTZ Date: Jun 26, 2020 By: MIKEROWE e-mail: mike.rowe(es?gaodinca.corn Web: www.goodinco.com Pro ect Information For: KREITZ, VOIGHT ELECTRIC EAGAN, MN Design Conditions Location: Minneapolis/St. Paul, MN, US Elevation: 837 ft Latitude: 45°N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Heating -15 0 Cooling 88 19 (M ) 72 0 Construction descriptions Walls 12F-0sw: Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap. 1/8" thk: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors 11D0: Door, wd sc type Ceilings Attic ceiling, asphalt shingles roof mat. r-49 cell ins: Attic ceiling. asphalt shingles roof mat, r-49 cell ins Floors (none) Indoor: Heating Indoor temperature (°F) 72 Design TD (°F) 87 Relative humidity (%) 5 Moisture difference (gr/lb) 3.9 Infiltration: Method Simplified Construction quality Tight Fireplaces 0 Or Area U-value Insui R Htg HTM Btuhm'-'F R'-"F/Btuh BtuhfF w 211 0.065 21.0 n 376 0.065 21.0 e 241 0.065 21.0 s 392 0.065 21.0 all 1220 0.065 21.0 n e $ all w s all Cooling 75 13 50 28.5 Loss CIg HTM Gain Btuh Btuhttt' Btuh 5.65 1192 0.90 189 5.65 2124 0.90 337 5.65 1361 0.90 216 5.65 2214 0.90 352 5.65 6891 0.90 1094 115 0.300 0 26.1 2998 10.4 1201 12 0.300 0 26.1 313 36.5 438 57 0.300 0 26.1 1486 20.1 1146 184 0.300 0 26.1 4797 15.1 2785 42 0.390 0 33.9 1423 9.75 410 42 0.390 0 33.9 1423 9.75 410 84 0.390 0 33.9 2847 9.75 819 1841 0.020 49.0 1.74 3200 0.97 1786 Pk- wrightsoft RightSuite® Universal 2013 13.0.15 RSU15012 Project2.ntp Cale = MJ8 Front Door faces: S 2020-Jun-26 09:44:59 Page 4 wrightsoft Project Summary Entire House Goodin Company Job: H062620KREITZ Date: Jun 26, 2020 By: MIKE ROWE 270D 2nd street north, Minneapolis, MN 55411 Phono: 612-588-7511 Fax 612-586-8132 mike.rowe@geochnco.com Web: www.goodinco.com rt ect IttforrrIsItiora For; KREITZ, VOIGHT ELECTRIC EAGAN, MN Notes: Isl. n infomiation Weather: Minneapolis/St. Paul, MN, US Winter Design Conditions Outside db Inside db Design TD -15 °F 72 °F 87 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 88 °F 75 °F 13 °F M 50 % 28 gr/ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 55366 Btuh Structure 18066 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 55366 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 16766 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 3118 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftz) 3682 3682 Equipment latent load 3118 Btuh Volume (ft') 16902 16902 Air changes/hour 0.60 0.40 Equipment total load 19884 Btuh Equiv. AVF (cfm) 169 113 Req. total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 90 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 846 cfm Actual air flow 846 cfm Air flow factor 0015 cfm/Bluh Air flow factor 0.047 cfm/Btuh .Static pressure 0 in H2O Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.85 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" Right -suite& Universal 2013 13.0.15 RSU15012 14(11k Project2.rup Cato= MJ8 Front Door faces: 5 2020-Jun-26 09:44:59 Page 1 City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy y ' EAGAN INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Counrty Home Heights, Krietz Addition Lot Number Address Builder 2 Block Number 1 2845 Burnside Ave Bryan Voiqht Construction Phone Number: 651-248-8182 Contact: Bryan Voiqht Tree Protection Requirements: Replacement Trees: Tree Protection Fencing must be Installed on Site(Orange Poly Fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Not Required: As Follows: Attachments: X Yes (Refer to attache No Additional Notes: EAGAN FORESTRY DIVISION REVIEWED BY: Adam Schnaible DATE: 7/13/2020 documents for details) H:\2020file\treepres\Tree Preservation Plan \2845 Burnside Ave\TREE PRESERVATION PLAN — 2845 Burnside Ave.docx EAGAN Lakes Storm Basin Wetlands Sections Numbers 2845 Burnside Ave Aerial Street Names 1 in = 94 ft A July 13, 2020 Map Powered by Data Link from WS8 & Associates TREE PRESERVATION PLAN REVIEW - INDIVIDUAL LOT EAGAN Date Building Permit Application Received 6/26/2020 Development Counrty Home Heights, Krietz Addition Site Address 2845 Burnside Ave Lot 2 Block 1 Builder Bryan Voight Construction Telephone 651-248-8182 Property/Lot Owner Name - Telephone - Contact Bryan Voight E-mail bryandvciasimail.com E-mail - office Plan Review - Date TPP Received 7/8/20 Notes Pre -Ordinance Development with full 20% allowable removal available. The submitted plan shows 28 existing significant trees however, two newly planted apple trees do not meet minimum standard to be considered significant. Of 26 Significant trees 4 are proposed for removal. If trees marked for preservation can be preserved no additional mitigation is required. Tree Preservation Data Total Significant Woodland Area Total Significant Trees Woodland To Be Removed Trees To Be Removed Allowable Woodland Removal (20%) Allowable Tree Removal (20%) Required Mitigation YES (or) NO Original Plan Revised Plan 26 sq. ft 4 5 sq. ft sq. ft Calculated Mitigation Amounts sq. ft sq. ft sq. ft Original Plan - Category A Category B Category C Revised Plan - Category A Category B Category C Site Inspection — Date 7/10/2020 Notes Home Location is staked. Three (3) Spruce have been removed. No tree protection fencing installed G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lotdoa Original Tree Preservation Plan Approved — Date 7/13/20 By A.Schnaible Forwarded to Inspections — Date 7/13/20 By A.Schnaible Discussion/Meetings with Builder/Owner - 7/13/20 Notes called Bryan to confirm adherence to submitted plan and recommend one additional tree removal: Tree #28 is in roughly 5' from the proposed building exterior and cannot be preserved. If additional removals are required to accommodate driveway installation tree replanting is the preferred mitigation. Revised Tree Preservation Plan Approved — Date By Forwarded to Inspections — Date By Additional Field Inspections Date Notes Date Notes Date Notes Date Notes G:\Porestry\TreePreservation\Tree Preservation Plan Review - Individual Lotdoa Was the approved Tree Preservation Plan followed? YES (or) NO If no, was additional mitigation required? YES (or) NO (If yes, describe additional mitigation below) Final Site Inspection — Date Notes Additional Notes and/or aerial photo image (insert aerial image or draw map of site) G:\Forestry\TneePreservation\Tree Preservation Man Review - Individual Lot.doa CERTIFICATE OF SURVEY �. 1 ORIGINAL SUBMISSION _I 912 'i COUNTRY HOME HEIGHTS +913 7 LOT 1 916 7 EXISTING HOUSE 916.7 NOTES: FOR: BRIAN VOIGHT 2845 BURNSIDE AVENUE, EAGAN EXISTING GARAGE 1912 9 912 2 48133 9 3 1 SHED 1 N89°51'49 E ``1\,50.00 115 9132 9114__ 913.4 914+ CONC PAD 9.4 71 I 9119 ..5 +.91J.fi•� }953.5 SHED 91n n LOT 2 BLOCK 1 91607(. V .63 Q 26" MAPLE 2* MAP74LE 91 Nk*915.2 1 y147 9�9 I1 915.0+, +915.0 ``f \ 7* Z it 9 5.2 11 a 918.8{, l 91 ! 917.1 RJ '�) t 915,5.3 6 w nt197- +9158 9192 ti,- - " 1w8 J + 920.0 18 919.7 HI 920.17 }917 7 811600 30* C01TCN 913.9 30" MAPLE +914.6 913.0 1 914 915 ) 21 APR.( +917.1 ; y17.0 6 91511- 7 \ HU8.916.99q W 6�1aa1 9_ib; 1 1917.6 HHUB=/.. 917 594 . 2 `PP)1` 916 +9179 tih 920.4f- 920 919.7+. U8 }920.3 C� O8 7 +919.6 H=91mm i.872919.3J +927 2 2.9211 a 9+20a2 ,Mµp011L2 Itt`Ny z922 9}1.9 13 +9214 COUNTRY928H°O'M16"EW 116. 40 HEG'S 912 8 HUB=916 6Q 916 dg 9174 916.8 ' _ +920.2 a- m 9295 9230 EXISTING GARAGE DRIVEWAY GRADE = 4.5% AT CENTER OF DRIVEWAY. BENCHMARK IS TOP NUT HYDRANT ON EAST SIDE OF BURNSIDE AVENUE ADJACENT TO THE NORTHEAST CORNER OF LOT 2, BLOCK 1, KRIETZ ADDITION ELEVATION = 917.68. INSTALL ROCK CONSTRUCTION ENTRANCE. INSTALL SILT FENCE AS NEEDED FOR EROSION CONTROL. MINIMUM 2% SLOPE ON GRADED AREAS. 0 30 60 90 THE BEARINGS SHOWN HEREON ARE BASED ON THE RECORDED PLAT OF KREITZ ADDITION. 1914 4 30 914.8 15.1 (n O 1666 rs V m Co' 1750 O 920 921.1+ - 179 918.1 18 7 919.3 919 7 30 AREAS: +917 68 T \ Atjt 5 . LOT = 25096 SQ. FT. BUILDING FOOTPRINT = 2845 SQ. FT. DRIVEWAY = 1515 SO. FT. HOUSE ELEVATION DATA HOUSE TYPE = RAMBLER LOT TYPE = FLAT LOT (CRAWL SPACE) BASEMENT WALL HEIGHT = 3.3 PROPOSED GARAGE FLOOR EL.= 920.0 PROPOSED TOP OF BLOCK EL= 920.3 PROPOSED LOWEST FLOOR EL.- 917.3 -Is DENOTES PROPOSED DRAINAGE ARROW. A DENOTES SET OFFSET STAKE. 0 DENOTES A PLACED 1" BY 18" IRON PIPE HAVING A PLASTIC CAP BEARING LAND SURVEYOR LICENSE NO. 48634. O DENOTES FOUND IRON MONUMENT. 90c 7 DENOTES EXISTING SPOT ELEVATION. c? DENOTES PROPOSED SPOT ELEVATION. t) DENOTES LILAC SHRUB. DENOTES 14" TO 16" PINE TREE . JOHNSON & SCOFIELD INC. 111111 SURVEYING AND ENGINEERING 1112 HIGHWAY 55, SUITE 201, HASTINGS, MN 55033 (651)438-0000 PROPERTY DESCRIPTION Lot 2, Block 1, KRIETZ ADDITION, Dakota County, Minnesota. BK. NA PG. NA W.0. NUMBER 20-554 DRAWING NUMBER S-8881 hereby certify that this survey, plan or report was prepared) by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Mitchell A. Scofield MN License No. 48634 0ate:June 25 2020 J REVISED SUBMISSION +913.7 0 o W '(�j,3,914.2 LOT 1 916 2 EXISTING HOUSE 915.7 NOTES: 914.7 914. 915.0+ -"It 915.3 ' +915.8 .8 +917. -0913 3 CERTIFICATE OF SURVEY FOR: BRIAN VOIGHT 2845 BURNSIDE AVENUE, EAGAN 912 ,1 COUNTRY HOME HEIGHTS 912 2 913.1I 3HED I N89°51'49 E 1,50.00 3.5 9132 91.54.,.� �9 a 914.7 914 7 EXISTING GARAGE 912 c 9139 SHED 98 (914.4 914 4 LOT 2 9148.. BLOCK 1 915.0+ 24" Y9AF1£ ��915 2 3147 I 9;6 C�+9150 915.2 11 9188+ 9i 7.1 r0 1 B HUB A9 9160��kv V MAPLE 916.3 Qs MAPU20' : 919.7 +919 6 30' COTTCNM) J 919.2.'p 919.7 920.0 H 920.17 mua 3 +917.1 1517 111.181499q 1g 916.7 J 67.70 2` 916 HUB-91759[�, �1b. 913.0 912.8 +9179 91,69 920.4+- 920.2 +9203 mm e844 1U8-920.117 CA 919.3) +92' 2 +921 1 5 NAa5 AND 019.0'9 EASEIEMT • � a, DN4 HUB-m922.13 mis + 921 9 �683°53'16"W 116.40 920.8 COUNTRY HOME HEIGHT S • H08=916: 6Q �9116 917 4 916 922 9 EXISTING GARAGE 923 0 DRIVEWAY GRADE = 4.5% AT CENTER OF DRIVEWAY. BENCHMARK IS TOP NUT HYDRANT ON EAST SIDE OF BURNSIDE AVENUE ADJACENT TO THE NORTHEAST CORNER OF LOT 2, BLOCK 1, KRIETZ ADDITION ELEVATION = 917.68. INSTALL ROCK CONSTRUCTION ENTRANCE. INSTALL SILT FENCE AS NEEDED FOR EROSION CONTROL. MINIMUM 2% SLOPE ON GRADED AREAS. 0 30 60 90 Mill - THE BEARINGS SHOWN HEREON ARE BASED ON THE RECORDED PLAT OF KREITZ ADDITION /oo SHU87-918 i 1 , ( 6 919 4! +920.2 +921 4 914 2 ..914 4 30 914.8 915.1 915.9 917 9 9181 918.7 919.3 921.1+ -919.7 30 AREAS: LOT = 25096 SQ. FT. BUILDING FOOTPRINT = 2845 SO. FT. DRIVEWAY = 1515 SQ. FT. HOUSE ELEVATION DATA HOUSE TYPE = RAMBLER LOT TYPE = FLAT LOT (CRAWL SPACE) BASEMENT WALL HEIGHT = 3.3 PROPOSED GARAGE FLOOR EL.= 920.0 PROPOSED TOP OF BLOCK EL= 920.3 PROPOSED LOWEST FLOOR EL.- 917.3 -D DENOTES PROPOSED DRAINAGE ARROW. A DENOTES SET OFFSET STAKE. O DENOTES A PLACED 1" BY 18" IRON PIPE HAVING A PLASTIC CAP BEARING LAND SURVEYOR LICENSE NO. 48634. O DENOTES FOUND IRON MONUMENT. 900 DENOTES EXISTING SPOT ELEVATION. i sai ii) DENOTES PROPOSED SPOT ELEVATION. DENOTES LILAC SHRUB. DENOTES 14" TO 16" PINE TREE . JOHNSON & SCOFIELD INC. SURVEYING AND ENGINEERING 1112 HIGHWAY 55, SUITE 201, HASTINGS, MN 55033 (651)438-0000 PROPERTY DESCRIPTION Lot 2, Block 1, KRIETZ ADDITION, Dakota County, Minnesota. BK. NA PG. NA W.0. NUMBER 20-554 DRAWING NUMBER S-8881 I hereby certify that this survey, plan or report was prepored by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the lows of the State of Minnesota. Mitchell A. Scofield MN License No. 48634 Date:June 25. 2020 J o z O ❑ 0 ❑ O ❑ 0 ❑ O ❑ 0 ❑ O ❑ 0❑ O ❑ 0❑ 0❑ O ❑ ✓ ❑❑❑❑❑❑❑❑❑❑❑❑ Add/Change No ❑ 0 ❑ ❑ 0 ❑ ❑ 0 ❑ ❑ 0 ❑ ❑ 0❑ ❑ 0❑ No LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: Lot 2, 'Block 1, Kreitz Addition DATE OF SURVEY: 6/26/2020 LATEST REVISION: 4,2�i7Ic �}11c- 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 RN/ and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing • Property comers • 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 comers • Front and rear of home at the foundation • PRV Required PONDING AREA (if applicable) • Easement line • NWL • HWL • Pond # designation • Emergency Overflow Elevation • Pond/Wetland buffer delineation • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS • Lot lines/Bearings & dimensions ✓ • 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) ✓ ❑ • Show all easements of record and any City utilities within those easements ✓ ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures O ❑ • Retaining wall requirements: Reviewed By: Dave Westermayer Date 7/1 /2020 GJ1 Engineering/Forms/Cert. of Survey Checklist Fillable 6-28-19 CERTIFICATE OF SURVEY +913.7 O cri (i1 W (o914.2 W� 912.51 FOR: BRIAN VOIGHT 2845 BURNSIDE AVENUE, EAGAN EXISTING GARAGE 912.9 COUNTRY HOME HEIGHTS -0913.3 +912.5 +912.2 N89°51'49"E 150.00 913.2 913.4 913.5 LOT 1 916.2 EXISTING HOUSE 916.7 NOTES: 914.3 914.6 + 915.0+ 01 914.7 914.7 CONC PAD 914.7 914.8 5 1 4.7 1 9U9 +915.0 Z \ 915.2 I917.1 t 91.3 +915.8 +917.7 0 913.9 SHED 914.4 13.4 91 913.6 \ +9113.5 914.4 1 I LOT 2 BIzOCK 1 915.0+ (<, / 24" MAPLE 917.4 *915.2 919.7+ +919.6 30" COTTON '2 D 918.8+ G 5.00 HUB-. 9.72 919.2 - -% 35b6 /o + a 920.0 919.7 HUB=920.17 G 15.00 916.0 4, 4<7� 916.3 Q\ 26" MAPLE Q j-917.6 \\�s,0 � I 1 N. 918.9 8" OAK +920.3 I 913.9 30" MAPLE +914.6 (0 1 1 +917.1 1 917.0 HUB=916.99p 15.00 / 5.00 HUB-9X7.594 //yq 1 +917.9/ 920.4 920.2 o° / HUB=920 1.87 5.00a 919.3 +921.2 +921.1 �, DRAINAGE AND UTILITY EASEMENT �HU 0 922.13 +921.4 921.2 922.7. + 116.40 VV 920.8 + 21.9 g83°53'16"HEIGHTS COUNTRY HOME 913.0 / / 914.5 915.6 2 APPLE 912.8 /313.5 / 10 +913.9 915.0 915.7 916.7 2" APPLE 91 G 15.00 HUB=916.96A 91 917.4 916.8 ®914.2 3:1 Maximum Slopes or Retaining Wall WS Be Required . __...J -.914.4 30 its �R COOL E IM ALL IF 13.3- 914.8 -915.1 915.2 915.6 -915.9 16.0 916.4 015.00 oHUB=918.7 30.50 6" OAK 919.4 10 30" ELM 920.8 +920.2 917.2 917.6 0 -917.9 0" ELM -918.1 i318. - 918.7 922.9 923.0 I EXISTING GARAGE DRIVEWAY GRADE = 4.5% AT CENTER OF DRIVEWAY. BENCHMARK IS TOP NUT HYDRANT ON EAST SIDE OF BURNSIDE AVENUE ADJACENT TO THE NORTHEAST CORNER OF LOT 2, BLOCK 1, KRIETZ ADDITION. ELEVATION = 917.68. INSTALL ROCK CONSTRUCTION ENTRANCE. • INSTALL SILT FENCE AS NEEDED FOR EROSION CONTROL. • MINIMUM 2% SLOPE ON GRADED AREAS. 0 By -7/i/2oao WFD 30 60 EMAN ENGNNk.tAtAlCi Lc?i; THE BEARINGS SHOWN HEREON ARE BASED ON THE RECORDED PLAT OF KREITZ ADDITION. . JOHNSON & SCOFIELD INC. SURVEYING AND ENGINEERING 1112 HIGHWAY 55, SUITE 201, HASTINGS, MN 55033 (651)438-0000 PROPERTY DESCRIPTION Lot 2, Block 1, KRIETZ ADDITION, Dakota County, Minnesota. BK. NA PG. NA W.O. NUMBER 20-554 DRAWING NUMBER S-8881 01 - 919.3 920.5 921.1+ -919.7 30 AREAS: O - 917.5 0 3NI12131N30 3f1N8AV 3C +917.68 LOT = 25096 SQ. FT. BUILDING FOOTPRINT = 2845 SQ. FT. DRIVEWAY = 1515 SQ. FT. HOUSE ELEVATION DATA HOUSE TYPE = RAMBLER LOT TYPE = FLAT LOT (CRAWL SPACE) BASEMENT WALL HEIGHT = 3.3 PROPOSED GARAGE FLOOR EL.= 920.0 PROPOSED TOP OF BLOCK EL.= 920.3 PROPOSED LOWEST FLOOR EL.= 917.3 -I> DENOTES PROPOSED DRAINAGE ARROW. A DENOTES SET OFFSET STAKE. 0 DENOTES A PLACED 1" BY 18" IRON PIPE HAVING A PLASTIC CAP BEARING LAND SURVEYOR LICENSE NO. 48634. O DENOTES FOUND IRON MONUMENT. soo.o DENOTES EXISTING SPOT ELEVATION. DENOTES PROPOSED SPOT ELEVATION. 900.0 Q DENOTES LILAC SHRUB. DENOTES 14" TO 16" PINE TREE I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Mitchell A. Scofield MN License No. 48634 Date: June 25. 2020 J