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3800 Wescott Cir ......., ,.. ...of l/ Use BLUE or BLACK Ink s (� i Com' ` f fOL/J /,i;or Office Use I � 13 I f L� , � Permit#: � ��)� * City 01 � �� yevi/1 ti i �i Permit Fee: // <J3/�. 7� 3830 Pilot Knob Road /_ _ / -t7 Date Receive : 6 / Eagan MN 55122 i , Phone: (651)675-5675 141ECEIV `U10,5/� Fax: (651)675-5694 \ t .�/�a��/a 0�� Staff: � 2017 RESIDENTIAL BUILDING PERMIT A PLICATION D'kl 1� ?st Date: (o ^271-11 Site Address: ".3C:CX-) te• C..L4.Ci t-rle.._ Unit#: Name: er Sit.> net �ict-MlztV 4 viR1‘l1.bi Phone: Resident/ Owner Address/City/Zip: 'r" a-CeA Applicant is: Owner �( Contractor L1� � j /'jj�/Oc,�/ ��6E Description of work: N CprJS AKA7i 0r3 SiNto t eN�iI Ty e cif W+ rk S Construction Cost: 5 t Sloop Multi-Family Building: (Yes /NoX ) 11tt Company: Nt.1A1 COOS RAChOPJ Contact: C-,,, (14,1/4.i6 \p1/•.)Cift) 4r- ' Address: —112 t✓k t4.5-1'‘ ¶L. � City: le_QA-IUe� Contractor L . 1, State: Zip: 5512'4 Phone:q52--43)._---740\ Email: 90ta.-.��P'icdpnA COWSkrUC (Or1 • '+1 License#: 000 2,.Y76 Lead Certificate#: If the project is exempt from lead certification, please explain why: 'tae-w CONSJ(udoc 1 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: , 1-k- b Phone: (2)12'/01 " O lin Mechanical Contractor: plir etti 7i roc Phone: 7(.'A-146- 3753 Sewer&Water Contractor: fe, CX0Phone: to12— ` 499 S Fire Suppression Contractor: Phone: NOTE:Plans and.supporrtin documents that yousubmit°are cons/dere•4p,to be •ublic information. Portions of the„information maybe classlfied,as non-public if you provide specific,r*SsonoithatiOuld permit the city tofiv ,, conclude that they are trade secrets 7`` E 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.ciooherstateonecall.ora 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 �\v NC '-0 x ak ,4111!Ore Applicant's Printe Name Applicant' Si Page 1 of 3 DO NOT WRITE BELOW THIS LINE jL( 1. I SUB TYPES -3%,/,(-- L.ceG6.- 1-- C (+f _ Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) y Single Family _ Garage — Porch(4-Season) _ Exterior Alteration(Multi) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) Miscellaneous _ 01 of_Plex 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 4/ 7 GOO Occupancy ?iii c-1 MCES System Plan Review Code Edition la /-5- SAC Units / (25%_100% Y ) Zoning Rs/f City Water %if Census Code /0/ Stories Booster Pump Hi #of Units / Square Feet 17/Q PRV yp #of Buildings l Length 50k Fire Suppression Required gyp Type of Construction ,g Width 5A REQUIRED INSPECTIONS i' Footings (New Building) Meter Size: Footings (Deck) y Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test ,t- Roof:tAlce&Water XFir9.1- Pool: _Footings _Air/Gas Tests _Final Framing 30 Minutes r 1 Hour Drain Tile if Fireplace Rough In /Air Test _Final Siding: _Stucco Lat Stone th _Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final yL Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In_Final W Braced Walls `.1" Erosion Control /y 00� , �; Shower Pan _'Other: -;eee /i tr fi&eh i� -0/,.g.00.O. jJ Reviewed By: , Building Inspector RESIDENTIAL FE e0 q S' ilf' 010 Base Fee A951,>' .--- UN Flv LL- 17/A @ /6.. .- o` 71 Surcharge /� /-5,01 /7�� g�2 0 G - 3.Z3 Plan Review 1 of�;3 MCES SAC141 nit- les x 44& q1 7 j0 J/W 91 34 City SAC Utility Connection Charge Cdtajit 3 F F c ' Np"_&_7/0 O5 7I 5' S&W Permit&Surcharge �-- St' Treatment Plant A-4-47 Irak, 60 de 544-* 3 ow c% Copies 3C00 f TOTAL /lie 2-7k' 02 Page 2 of 3 4,. : CllyofEaaa 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 NEW SINGLE FAMILY DWELLING — BUILDING PERMIT REQUIREMENTS Site Address: 3b00 Wesctst. Couo4, Applicant: MLlo 1d, CC,Altcj'e. C Phone Number: 952-431-7(®Q I Check✓Appropriate Box ErOne (1) signed and completed building permit application including a current contractor license number. two (2) copies of detailed plans, drawn to scale including but not limited to; foundation plan and wall design including foundation wall insulation, radon control system,floor plan(s), cross section(s), elevation plan(s), beam size(s),joist size(s) and spacing. Three (3) copies of a scaled Certificate of Survey prepared by a Minnesota registered land surveyor complying with City approved Survey requirements (maximum size 11 x 17). LJ One (1) copy of Energy Code design criteria, labeled on plan, verifying that the building envelope meets the provisions of Table R402.1.1. Exceptions would include one of the following calculations that must be submitted for approval: o R-value computation method per Table R402.1.1. o Total UA alternative per Table R402.1.3. r7 o Engineered systems alternative per R405. r One (1) copy of calculated heat loss/gain and calculatedcoolingooling load verifying HVAC sizing in compliance with the Minnesota Energy Code 2015 (ACCA Manual J 8thEdition) or equivalent, approved by Building �,�Official. ri One (1) copy of IFGC Appendix E, Worksheet E-1 calculating combustion air size, AND One (1) copy of IMC Table 501.4.1 calculating makeup air quantity. Lne (1) copy of ventilation calculations including ventilation rate, conditioned square footage space and number of bedrooms verifying compliance with the 2015 Minnesota Energy Code R403.5. ❑ Two (2) copies of the individual lot tree preservation plan, if required by the development contract, shall be in accordance with the Eagan City Code. liErOne (1) copy of mandatory Building Certificate R401.3 in the Energy Code. Please reference following page for requirements. IE/One (1) copy of the braced wall design path, per R602.10. Page 3 of 3 , , i`/LIFO— RECEIVED New Construction Energy Code Compliance Certificate AUG 09 2017 Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Post Parra Place your Mailing Address of the Dwelling or Dwelling Unit City logo here 3800 Wescott Circle Eagan Name of Residential Contractor MN License Number McDonald Construction 2376 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) .- fit$1YG trrui Mileuu rilUilUMe'Gr p 1 or other system monitoring ii y 'Location(or future location)of Fan: Po ° _ 4I3E a g m m �i � 'v iInsulation Location ._ w v a T. c g' e E E C Ti t°— - z itit Lt ! 2 re rx Other Please Describe Here Below Entire Slab Foundation Wall i x Exterior Perimeter of Slab on Grade Rim Joist(1st Floor) 21 x Rim Joist(2nd Floor+) 21 x Wall 21 X Ceiling,flat 49 X Ceiling,vaulted cantilevered areas 3o x Floors over unconditioned area tuck-garage Ny x Describe other insulated areas iBuilding 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: 0.30 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.32 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System __ Domestic Water Cooling System Heater X Not required per mech.code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer Bryant Bradford White _Bryant Powered interlocked with exhaust device. (Model 912SB48100 RG2PV_50H6N BA13NA048 Describe: Input in 100,000 capacity Output 4 Other,describe: Rating or Size BTUS: in Gallons: 50 in Tons: AFUE or 92% SEER 13 Location of duct or system: Efficiency HSPF% 0.70 LEER e Heating Loss Heating Gain Cooling Load Residential Load Calculatia78,774 30,228 42,218 t/ Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM j "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas balk-up furnace): Not required per mech.code Select TypePassive X Heat Recover Ventilator(HRV) Capacity in cfms; Low V-7- High: 235 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: 1117 1High: Location of duct or system: Balanced Ventilation capacity In ctms: Location of fan(s),describe: ( 's Capacity continuous ventilation rate in cfms: 05" Flex Total ventilation(intermittent+continuous)rate in cams: "metal duct R.dinars Assnniaton of Minnesota version 101014 RECEIVED AUG 0 9 2017 HVAC Load Calculations for Mcdonald Construction Willow Ridge Prepared By: Samantha Lykke Air Mechanical Inc 16411 Aberdeen St NE Ham Lake, MN 55304 Wednesday,August 09,2017 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. esidebti, • 11 e s ai HVAa : , { r e d 6 e€ p-0 Ai = :nica(inc �` Project Report Project Title: Project Date: Monday, July 24, 2017 RE L E r v E D Client Name: Mcdonald Construction AUG 9 �� Client Address: Willow Ridge Company Name: Air Mechanical Inc Company Representative: Samantha Lykke Company Address: 16411 Aberdeen St NE Company City: Ham Lake, MN 55304 Reference City: Minneapolis, Minnesota Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 n/a 30% 70 27.02 Summer: 88 73 50% 50% 75 35 y e t°e� Total Building Supply CFM: 1,315 CFM Per Square ft.: 0.240 Square ft. of Room Area: 5,471 Square ft. Per Ton: 1,593 Volume(ft3): 38,487 Total Heating Required Including Ventilation Air: 78,774 Btuh 78.774 MBH Total Sensible Gain: 29,528 Btuh 72 % Total Latent Gain: 11,690 Btuh 28 Total Cooling Required Including Ventilation Air: 41,218 Btuh 3.43 Tons(Based On Sensible + Latent) 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 according to the manufacturer's performance data at your design conditions. R:\MCDONALD\3800 WESCOTT CIRCLE\HVAC\Willow Ridge 2.rh9 Wednesday, August 09, 2017, 1:33 PM Rhvac _ imercia1 l VAC'Loatlted • • flc 'ari' ke oA ; x ; z ... . :.:a • k: w ... '. g 3 Miscellaneous Report Winter: -15 -12.38 100% 30% 70 27.02 Summer: 88 73 50% 50% 75 35.17 y Main Trunk Runouts RECEIVED Calculate: Yes Yes Use Schedule: Yes Yes AUG 0 9 2017 Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 8 in. 6 in. Maximum Height: 10 in. 6 in. ,autstii `n". �, , .+„'£ §,..*�'3<:..c'' ° .c'` r ,u r'Yya`�"'. ��'. xtiF x^xxb #- s - Winter Summer Infiltration Specified: 0.250 AC/hr 0.130 AC/hr 160 CFM 83 CFM Infiltration Actual: 0.330 AC/hr 0.252 AC/hr Above Grade Volume: X 38,487 Cu.ft. X 38.487 Cu.ft. 12,718 Cu.ft./hr 9,706 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 212 CFM 162 CFM Total Building Ventilation: 105 CFM 105 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 23.20 = (0.68 X0.970 X 35.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 90.72 = (1.10 X 0.970 X 85.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(160 CFM), Construction: Semi-Tight, Fireplaces: 1, 0 CFM, Tight Summer Infiltration Specified: 0.130 AC/hr(83 CFM), Construction: Semi-Tight R:\MCDONALD\3800 WESCOTT CIRCLE\HVAC\Willow Ridge 2.rh9 Wednesday, August 09, 2017, 1:33 PM a Lake MN 553 :: Total Building Summary Loads 4a: Glazing- 157.9 4,027 0 3,384 3,384 4agdoor: Glazing- 84 2,142 0 2,196 2,196 4a: Glazing- 47.8 1,219 0 439 439 4a: Glazing- 12.2 280 0 198 198 4a: Glazing- 28.3 674 0 515 515 4a: Glazing- 26.2 624 0 752 752 4a: Glazing- 4 95 0 123 123 11G: Door-Wood -Panel 42 1,928 0 544 544 11N: Door-Metal -Polystyrene Core 21 625 0 176 176 Foundation Wall R-10: Wall- 1245.9 5,296 0 159 159 Look out Frame R-21: Wall-Frame, Custom, no board 401 2,216 0 224 224 insulation, brick finish,wood studs Rim Joist R-21: Wall-Frame, Custom, no board 595.2 2,380 0 280 280 insulation, brick finish,wood studs Main Level FrameR-21: Wall-Frame, Custom, no board 1500 8,287 0 839 839 insulation, brick finish,wood studs Uppe Level FrameR-21: Wall-Frame, Custom, no board 367.2 2,029 0 585 585 insulation, brick finish,wood studs Upper Level FrameR21: Wall-Frame, Custom, no board 1061.4 5,864 0 593 593 insulation, brick finish,wood studs 16b: Roof/Ceiling-Under Attic with Insulation on Attic 2112 3,411 0 1,926 1,926 Floor(also use for Knee Walls and Partition Ceilings), , 166-49 R49 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1611 3,697 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide Floor over Garage: Floor-Over open crawl space or 280 476 0 45 45 garage, Custom, R-44 blanket insulation Bump out floor: Floor-Over open crawl space or garage, 12 20 0 2 2 Custom, R-44 blanket insulation Subtotals for structure: 45,290 0 12,980 12,980 People: 6 1,200 1,380 2,580 Equipment: 4,300 6,600 10,900 Lighting: 1300 4,433 4,433 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 212, Summer CFM: 162 19,229 3,754 2,244 5,998 Ventilation: Winter CFM: 105, Summer CFM: 105 9,525 2,436 1,457 3,893 Exhaust:Winter CFM: 244, Summer CFM: 244 Humidification (Winter) 12.90 gal/day : 4,729 0 0 0 AED Excursion: 0 0 434 434 Total Building Load Totals: 78,774 11,690 29,528 41,218 two l :;-"="+" _ -'.. '' =� � •. Total Building Supply CFM: 1,315 CFM Per Square ft.: 0.240 Square ft. of Room Area: 5,471 Square ft. Per Ton: 1,593 Volume(ft3): 38,487 r ria Total Heating Required Including Ventilation Air: 78,774 Btuh 78.774 MBH Total Sensible Gain: 29,528 Btuh 72 % Total Latent Gain: 11,690 Btuh 28 % Total Cooling Required Including Ventilation Air: 41,218 Btuh 3.43 Tons(Based On Sensible+ Latent) Notes - ;r'' "'. '3314'- ` ` :xf , , . . mss > __ . 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. R:\MCDONALD\3800 WESCOTT CIRCLE\HVAC\Willow Ridge 2.rh9 Wednesday, August 09, 2017, 1:33 PM 'vii . sWIIi ' iDFYlmexc18� (@:'� "� .5. a 4.. 6 -6::A00 , ti;AIn szt Detailed Room Loads - Room I Lower Level (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: RECEIVED 1 Room Width: n/a Zone Number: 1 Area: 1,611.0 sq.ft. Supply Air: AUG 0 9 2017 247 CFM Ceiling Height: 8.1 ft. Supply Air Changes: 1.1 AC/hr Volume: 13,049 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 30 CFM Runout Air: 82 CFM Percent of Supply.: 12 % Runout Duct Size: 6 in. Actual Summer Vent.: 20 CFM Runout Air Velocity: 419 ft./min. Percent of Supply: 8 % Runout Air Velocity: 419 ft./min. Actual Winter Infil.: 43 CFM Actual Loss: 0.110 in.wg./100 ft. Actual Summer Infil.: 33 CFM e. N -Wall-Foundation Wall R-10 50 X 450 0.0504.3 1,913 0.0 0 0 9 E-Wall-Foundation Wall R-10 46 X 414 0.050 4.3 1,760 0.0 0 0 9 S-Wall-Look out Frame R-21 50 X 245 0.065 5.5 1,354 0.6 0 137 5.5 W-Wall-Look out Frame R-21 36 X 156 0.065 5.5 862 0.6 0 87 5.5 S-Wall-Foundation Wall R-10 50 X 175 0.050 4.3 744 0.0 0 0 3.5 W-Wall-Foundation Wall R-10 8.6 77.4 0.050 4.3 329 0.0 0 0 X9 N -Wall-Rim Joist R-21 50 X 1.6 80 0.047 4.0 320 0.5 0 38 E-Wall-Rim Joist R-21 46 X 1.6 73.6 0.047 4.0 294 0.5 0 35 S-Wall-Rim Joist R-21 50 X 1.6 80 0.047 4.0 320 0.5 0 38 W-Wall-Rim Joist R-21 46 X 1.6 73.6 0.047 4.0 294 0.5 0 35 W-Wall-Foundation wall R-10 37 X 129.5 0.050 4.3 550 1.2 0 159 3.5 S-GIs-4a shgc-0.32 0%S (2) 30 0.300 25.5 766 18.5 0 554 W-Gls-4agdoor shgc-0.32 0%S 42 0.300 25.5 1,071 33.8 0 1,420 Floor-21A-20 1 X 1611 1611 0.027 2.3 3,697 0.0 0 0 Subtotals for Structure: 14,274 0 2,503 Infil.: Win.: 43.1, Sum.: 32.9 910 4.295 3,907 0.501 763 456 Ductwork: 0 0 AED Excursion: 81 Equipment: 900 1,200 Lighting: 300 1,023 Room Totals: 18,181 1,663 5,263 R:\MCDONALD\3800 WESCOTT CIRCLE\HVAC\Willow Ridge 2.rh9 Wednesday, August 09, 2017, 1:33 PM i ,sldential ghtCom Commercial HVAC'L6a Elites �evii« Aar :J x.10 '',„ Ham Lake' < $. I z ,. . x.. 4. , - m•,r°; <M .i Alages122 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) ' g ,; ' `r„ .. 1. .,. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: RECEIVED 1 Room Width: n/a Zone Number: 1 Area: 1,748.0 sq.ft. Supply Air: AUG 0 9 2017 543 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 15,732 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 40 CFM Runout Air: 109 CFM Percent of Supply.: 7 0/0 Runout Duct Size: 6 in. Actual Summer Vent.: 43 CFM Runout Air Velocity: 554 ft./min. Percent of Supply: 8 Runout Air Velocity: 554 ft./min. Actual Winter Infil.: 95 CFM Actual Loss: 0.190 in.wg./100 ft. Actual Summer Infil.:&�a73 CFM sittam:Ac£�, A, 14' s. -..Q ski ;:-,r-f-- #° i',?,i i id , "' ,``- ''''.'..J. '- -W., N-Wall-Main Level FrameR-21 50 372 0.065 5.5 2,055 0.6 0 208 X9 E-Wall-Main Level FrameR-21 46 398.5 0.065 5.5 2,202 0.6 0 223 X9 S-Wall-Main Level FrameR-21 50 330.5 0.065 5.5 1,826 0.6 0 185 X9 W-Wall-Main Level Framer-21 46 399 0.065 5.5 2,204 0.6 0 223 X9 N -Wall-Rim Joist R-21 50 X 1.5 75 0.047 4.0 300 0.5 0 35 E-Wall-Rim Joist R-21 46 X 1.5 69 0.047 4.0 276 0.5 0 32 S-Wall-Rim Joist R-21 50 X 1.5 75 0.047 4.0 300 0.5 0 35 W-Wall-Rim Joist R-21 46 X 1.5 69 0.047 4.0 276 0.5 0 32 N -Door-11G 6 X 7 42 0.540 45.9 1,928 13.0 0 544 N -Door-11N 3 X 7 21 0.350 29.8 625 8.4 0 176 N -GIs-4a shgc-0.28 100%S 15 0.300 25.5 383 9.2 0 138 E-GIs-4a shgc-0.32 0%S 5.3 0.300 25.5 135 33.9 0 179 E -GIs-4a shgc-0.32 0%S 10.2 0.300 25.5 261 33.9 0 347 S-GIs-4a shgc-0.32 0%S 10.2 0.300 25.5 261 18.4 0 189 S-GIs-4a shgc-0.28 0%S (2) 12.2 0.270 23.0 280 16.3 0 198 S-GIs-4agdoor shgc-0.32 0%S 42 0.300 25.5 1,071 18.5 0 776 S-GIs-4a shgc-0.32 0%S 7.8 0.280 23.8 186 18.2 0 142 S-GIs-4a shgc-0.32 0%S (3) 37.5 0.300 25.5 957 18.5 0 693 S-Gls-4a shgc-0.33 0%S (3) 9.8 0.280 23.8 231 18.8 0 183 W-GIs-4a shgc-0.32 0%S 15 0.300 25.5 383_ 33.8 0 507 Subtotals for Structure: 16,140 0 5,045 Infil.: Win.: 95.4, Sum.: 72.8 2,016 4.294 8,657 0.501 1,690 1,010 Ductwork: 0 0 AED Excursion: 179 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 2,200 3,200 Lighting: 500 1,705 Room Totals: 24,797 4,290 11,599 R:\MCDONALD\3800 WESCOTT CIRCLE\HVAC\Willow Ridge 2.rh9 Wednesday,August 09, 2017, 1:33 PM • , , it y� y v� ��Q ! B � Y woad " s �" % 0 are Diee1 i�! �e tGG 1'.' .;,. 'Rke.d:MN..ssao ", eo'aP`r, ,r. a`.xt<..=.s✓... ..: .,- Detailed Room Loads - Room 3 - Upper Level(Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: RECEIVED 1 Area: 2,112.0 sq.ft. Supply Air: AUG 0 9 2017 525 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.9 AC/hr Volume: 16,896 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 35 CFM Runout Air: 105 CFM Percent of Supply.: 7 cyo Runout Duct Size: 6 in. Actual Summer Vent.: 42 CFM Runout Air Velocity: 535 ft./min. Percent of Supply: 8 % Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 73 CFM Actual Loss: 0.178 in.wg./100 ft. Actual Summer Infil.: 56 CFM E71f d 4r': rfil "F. N -Wall-Uppe Level FrameR-21 50 367.2 0.065 5.5 2,029 1.6 0 585 X8 E -Wall-Upper Level FrameR21 47 376 0.065 5.5 2,077 0.6 0 210 X8 S-Wall-Upper Level FrameR21 50 329.9 0.065 5.5 1,823 0.6 0 184 X8 W-Wall-Upper Level FrameR21 47 355.5 0.065 5.5 1,964 0.6 0 199 X8 N -GIs-4a shgc-0.28 100%S 12.3 0.300 25.5 314 9.2 0 113 N -GIs-4a shgc-0.28 100%S (2) 20.5 0.300 25.5 522 9.2 0 188 S-GIs-4a shgc-0.32 0%S(4) 41 0.300 25.5 1,044 18.4 0 756 S-GIs-4a shgc-0.32 0%S 8.6 0.300 25.5 220 18.5 0 159 S-GIs-4a shgc-0.32 0%S 20.5 0.280 23.8 488 18.2 0 373 W-GIs-4a shgc-0.33 0%S 16.5 0.280 23.8 393 34.5 0 569 W-GIs-4a shgc-0.29 0%S 4 0.280 23.8 95 30.8 0 123 UP-Ceil-16b 2112 X 1 2112 0.019 1.6 3,411 0.9 0 1,926 Floor-Floor over Garage 14 X 20 280 0.020 1.7 476 0.2 0 45 Floor-Bump out floor 1 X 12 12 0.020 1.7 20 0.2 0 2 Subtotals for Structure: 14,876 0 5,432 Infil.: Win.: 73.5, Sum.: 56.1 1,552 4.294 6,665 0.501 1,301 778 Ductwork: 0 0 AED Excursion: 173 People: 200 lat/per, 230 sen/per: 4 800 920 Equipment: 1,200 2,200 Lighting: 500 1,705 Room Totals: 21,541 3,301 11,208 R:\MCDONALD\3800 WESCOTT CIRCLE\HVAC\Willow Ridge 2.rh9 Wednesday, August 09, 2017, 1:33 PM 'Peggy Fleck From: Gregg Hove Sent: Friday, August 04, 2017 11:49 AM To: Peggy Fleck Subject: FW: Trees Peggy, See the email trail below about Willow Ridge, lot 15. The builder is proposing to remove a large oak tree on this lot.The calculated mitigation for this removal will be in the form of cash, $1,200.00. Please collect this at the time of building permit issuance.This check should be deposited into account 9001.2120. Gregg Original Message From: Gregg Hove Sent: Friday, August 4, 2017 11:46 AM To: 'Bill Winter' <billw@mcdonaldconstruction.com> Subject: RE:Trees 10-4. I will forward this information on to Inspections Dept.The $1,200 can be collected at the time of building permit approval. The tree protection fence will need to be reset then according to these new removal plans. Place the fence as far away from tree#2429 as possible. Let me know when the fence is reinstalled and I will do an inspection. Then the permit will be issued. Gregg Hove Supervisor of Forestry City of Eagan Original Message From: Bill Winter[mailto:billw@mcdonaldconstruction.com] Sent: Friday, August 4, 2017 11:27 AM To: Gregg Hove <GHove@cityofeagan.com> Subject: RE: Trees Gregg, Lot 15.The customer has decided to remove tree#2428 and save#2429 and pay the$1200 for tree #2428 Thanks Bill 1 Original Message From: Gregg Hove [mailto:GHove@cityofeagan.com] Sent: Wednesday,August 2, 2017 2:18 PM To: 'Bill Winter'<billw@mcdonaldconstruction.com> Subject: RE:Trees Bill, Thanks for the further explanation. Yes, I have what I need now. I will call inspections with this update, and send my paperwork down to them this afternoon. Gregg Original Message From: Bill Winter [mailto:billw@mcdonaldconstruction.com] Sent: Wednesday, August 2, 2017 1:54 PM To: Gregg Hove <GHove@cityofeagan.com> Subject: RE:Trees Gregg, I did meet with the customer(Tara Syring) and her landscaper Mike ( Designscape Plus). We did take in to account the tree mitigation plan. Being the house is so much shallower then shown on the grading plan we have 52'to work with in the back. Tara wanted both trees in the front till I showed her the front tree yet to be added. Will the survey I have attached to my prier email work for the added 2 trees? Thank you Bill Original Message From: Gregg Hove [mailto:GHove@cityofeagan.com] Sent: Wednesday,August 2, 2017 10:38 AM To: 'Bill Winter'<billw@mcdonaldconstruction.com> Subject: RE:Trees Bill, See the attached plan showing the initial required tree mitigation. Please confirm with your tree provider and with the buyer that all these trees (the initial required mitigation trees in green, and your two new mitigation trees)will both fit on site and remain there.The site is getting pretty tight for all these trees. If they will all work on this lot, please add all the trees to your survey and return it to me. 2 Please respond with this confirmation and I'll process the permit. Thanks, Gregg Hove Supervisor of Forestry City of Eagan Original Message From: Bill Winter[mailto:billw@mcdonaldconstruction.com] Sent: Wednesday,August 2, 2017 10:22 AM To: Gregg Hove<GHove@cityofeagan.com> Cc: 'Gordy Jandro' <gordyi@mcdonaldconstruction.com> Subject:Trees Good Morning Gregg, The customer on lot 5 has decided to remove tree#940 and replace with 2 4" Autumn Blaze Maples. The customer on lot 15 has not yet decided. Let me know if this is sufficient enough info for lot 5. Thank you Bill 612 701 7911 3 Send with final CO Energy Code R402.2.8 Basement walls. Exception to the R-15 foundation wall insulation R-10 continuous insulation on the exterior of each foundation wall shall be permitted to comply with this code if the tested air leakage rate required in Section R402.4.1.2 does not exceed 2.6 air changes per hour and the total square feet between the finished grade and the top of each foundation wall does not exceed 1.5 multiplied by the total lineal feet of each foundation wall that encloses conditioned space. [Average 18"maximum of exposed foundation wall above grade] Interior insulation, other than closed cell spray foam, shall not exceed R-11. Applies to individual wall section, verify at the final inspection t . * itOLICEVAMPAI ILO -ruilitILVI UV WV LI VW Ventilation, Makeup and Combustion Air cHEATING,COOLING&NUMBING reutint, usiont Contfitri"Sint e IMS Calculations Submittal Form For New 16411 ABERDEEN ST NE,HAPA LAKE,MN 55304 Dwellings Site address 3800 Wescott Circle Date 4/10/2017 Contractor Mcdonald Construction Completed By Air Mechanical Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including basement— Total required ventilation finished or unfinished) 0 it 7/ 210 Zoo Number of bedrooms Continuous ventilation 105 /00 Directions -Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 114. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space Total/ Total/ Total/ Total/ Total/ Total/ (in sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 '3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 1'jli 95 205/103 5001-5500 140/70 155/78 170/85 185/93 (2 00/100 215/108 5501-6000 150/75 165/83 180/90 195/98 (*Wit- 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+ 1)1=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV)and energy recovery ventila-tors (ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con-tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 1 , • Section B Ventilation Method (Choose either balanced or exhaust) aalanced,HRV(Heat Recovery Ventilator)or ERV(Energy axhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must not exceed continuous venti-lation rating by more than 100%. Low cfm: 235 High cfm: 1 1 7 Continuous fan rating in elm(capacity must not exceed continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent VENMAR 2.4 Mech.Room Directions -The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions -Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation,describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. BROAN Honeywell 2 I Section E Make-up air El Passive (determined from calculations from Table 501.3.1) Ea Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) Other,describe: NOT REQUIRED Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) Directions -In order to determine the makeup air, Table 501,3.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see!MC 501.3.3. Please note, if the makeup,air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column ID 1. a)pressure factor(cfm/sf) 0.15 0.09 0.06 0.03 b)conditioned floor area(sf) fit (including unfinished basements) Estimated House Infiltration(cfm): [1a x 1b1 ?-2/241.841 2.Exhaust Capacity a)continuous exhaust-only N/A ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); 7 Kitchen hood typically(not applicable 480 (Av if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically(not Not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); [2a+2b+2c+2d1 615 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 615 b)estimated house infiltration(from above) gbi Makeup Air Quantity(cfm); [3a—3bj(if value is negative,no -49(—226 makeup air is needed) 4.For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 3 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column Passive opening 1—36 1 22 1—15 1—9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67'—100 47--69 29—42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233—317 144—195 100—13562—83 8 Passive opening 318—419 196—258 136—179 84—110 9 wlmotorized damper Passive opening 420—539 259 332 180—230 111—142 10 w?motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized'damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion rai Not required per mechanical code(No atmospheric or power vented appliances) El Passive(see iFGC Appendix E.WorksheetE-1) Size and type 6'INSULATED FLEX n Other,describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4 4 Directions -The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet El—Residential Combustion Air Calculation Method(for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: (graft Hood QFan Assisted �✓ Direct Vent100000 Input: Btu/hr or Power Vent Water Heater: JDraft Hood EDFan Assisted Ehrect Vent Input: 55000 Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(GAS)containing combustion appliances.The CAS includes ail spaces connected to,one another by code compliant openings, CAS volume: 3200 ft" LxWxH: L W H 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.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: _--`®--- -- Btu/hr Use Standard Method column in Table El to find Total Required TRV: ft3 Volume(TRV)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(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted'and power vent appliances Input: 55,000 Btu/hr Use Fan-Assisted Appliances column in Table El to find RVFA: 4125 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: --"------- ---- Btu/hr Use Natural draft Appliances column in Table El to find RVNFA: ft' Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 4125 + = 4125 TRV ft3 If GAS 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=3200 /4125 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1 _ .77 _.23 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, Input: 55000 Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CADA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA=55000 /3000 Btu/hr per in2=18.3 in2 Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA multiplied by RF Minimum CAOA=18.3 x.23 4.2 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 44 Minimum CAOA= 2.3 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. 5 • to . i, a IFGC Appendix E,Table El Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(Cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 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 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 56,000 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 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 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 19,960 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 10,783 210,000 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 1 The 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, 2. This 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. 6 Peggy Fleck From: Gregg Hove Sent: Monday, August 14, 2017 11:31 AM To: 'Bill Winter' Cc: Peggy Fleck Subject: RE: Trees Bill, I was out to Willow Ridge Lot 15 (3800 Wescott Circle)this morning and confirmed that tree#2428 has been removed and the tree protection fencing has been installed. The additional mitigation for removal of 2428 is set at$1,200.00.This amount shall be collected at the time of your building permit release. There is also additional tree mitigation required of this lot totaling ten (10) Category A trees.These mitigation trees shall be installed following construction. This mitigation is indicated on the paperwork issued with your building permit. I will be forwarding my tree preservation/mitigation portion of your building permit application to Eagan Inspections department today. Feel free to contact me with any questions. Gregg Hove Supervisor of Forestry City of Eagan Original Message From: Bill Winter [mailto:billw@mcdonaldconstruction.com] Sent: Monday, August 7, 2017 10:23 AM To: Gregg Hove<GHove@cityofeagan.com> Subject: RE:Trees Good morning Gregg,they are redoing the tree preservation fence on lot 15 this morning if you would like to go out and re-inspect. Thank you Bill Sent from my Verizon 4G LTE Droid On Aug 4, 2017 11:46 AM, Gregg Hove<GHove@cityofeagan.com>wrote: > 10-4. > I will forward this information on to Inspections Dept.The$1,200 can be collected at the time of building permit approval. 1 City41'. Inspection Dept. Copy Clty of Eta] City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Willow Ridge Lot Number 15 Block Number 1 Address 3800 Wescott Circle Builder Gonyea Homes Phone Number: 952-432-7601 Contact: Gordy Jandro Tree Protection Requirements: X Tree Protection Fencing Installed on Site (orange silt fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: f-srt (IO 4" naliper deciduous trees Or 12' height ,->e)) -� conif (see attached plan)to be installed following completion of construction, AND$1,200.00 (to be collected at time of building permit releas, and deposited into account 9001.2120) Attachments: , j'+��/�[A��' �C(�'�{p� X Yes (Refer to at-a hedh i Ns#O ahsSTRY DIVISION No REVIEWED Additional Notes: BY6v;H:1gh V ATEree Preservation Plan Wil ge.Lot 15 Block 1 Willow Ridge, Lot 15- TREE PRESERVATION CALCULATION WORKSHEET 7/11/2017 Development Type= Single-unit Residential Proposed tree action by builder, McDonald Construction is to remove one tree(tree#2428 24"white oak) INDIVIDUAL TREE MITIGATION CALCULATION DETAILS Category of Tree Number of Mitigation Total To Be Removed Trees Removed Per Tree(B) Mitigation(B) Specimen Trees 0 6 0 Hdwd Deciduous 21-30" 1 4 4 Soft Deciduos>24" 0 4 0 Conifer>24"(12"dbh) 0 4 0 Hdwd Deciduos 6-20" 0 2 0 Soft Deciduous 12-24" 0 2 0 Conifer 12-24'(<12"dbh) 0 2 0 total= 1 TREE MITIGATION= 4 Category 13 Trees TOTAL REQUIRED MITIGATION(INDIVIDUAL TREES AND WOODLAND)= 4 Category B Trees or 2 Category A Trees FULL CASH EQUIVALENT= $1,200 QUANTITY OF MITIGATION TREES PROVIDED (Category A)= 0 Balance of mitigation trees to be fulfilled = 2 Cash equivalent due to fulfill tree mitigation $1,200 I % mi^%..3oac.F.W;4+2 ann,nw_,_3e -7$15 .3°:5,5: a0;a 8Q _ °l.E i3r.i�$a.. 333£3F ir, to t1\,1 o nso_e�n6?000 n _^i \2IJ 1.SOt o V ^aS;�e 'off � :°5'"� 0 a'csg$m.o.00 - &3&g v, WE s Ei:: a 3'=, ¢n..;: 39 T CIRCLE s p,a" p2�EN' R=1x75. 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'rug r� :la 1 IFm' die D "a me OgON I lei I 9 m �c °n, i$ m;ODD1n wn a Sia ua,,,1Q pi i-. -R: r m SOe; ''\ 3 e: L__. x x� —' t 4 ',8-- cn E ,.•' ,'� (900.0) 25.32 - 3 .4-0, 1 4c* N00°33'54"W 105.25 53 2. 0 $t -,z3 ^ 71 � i8 N e I. 9 i .6-?. ow m -0 PIltNEER Lot 15, Block 1, ertgitteetirlg,PA WILLOW RIDGE AT WEscor Certificate of Survey for: according to the recorded plot thereof McDonald Construction Inc 2422 Fnterpn,c Dove Ph..(651)6814914 Dakota County, Minnesota Meodo a Heighls,MN 55120 Fu:050691-9499 7601 14516 Si W www.p,mcac°g.caa Address: Wescott Circle, Eogon, Minnesota Apple Valley,MN 55124-7599 House Model: Custom 2-Story Elevation: Phone:(952)432-7601/nm(952)432-136R Project#:117W 6002Folder P:8056Drawo by:MTWBuyer: Ronasinghe ®Pioneer Engineering S . ~ ii `� 3.,..,,N-3 -4,,_3A I: : : :: � ii+ f : : i'i 1 1 f \ t :: :: :::: : : :: ::. • _ .:::•:•::::1.-;..---:- . :`,-.„4. x - . — :► a :: I::::r : : ::,- :i :1 - ••,:. , N--- Vii: '' to ,� /• --p \ , -3 \ 'eil 11s \\ \\ \l . . . . •4,::r •: *.:W: :;' .• '• l '1:`;; r-'i (I I • • • \ !!� tr•. . .•:.'fig: \\ S . .•s• _``4. •"'.,d'. •?i�'Z:•. 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Z W \`\_i Z Z Z O Y m J p lei (! pr O O O W 2 2 Z 3 m m W Q a a o W mm M a Z i i LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: L6-1.- As.-: Aitv,Aii 4l/iv 11d & e_L s DATE OF SURVEY: 17,4 /f LATEST REVISION: m at c ea t 0 a O z < DOCUMENT STANDARDS 4 0 ❑ • Registered Land Surveyor signature and company Ji 0 0 • Building Permit Applicant 4 0 ❑ • Legal description X 0 0 • Address Af 0 0 • North arrow and scale X ❑ ❑ • House type(rambler,walkout, split w/o,split entry, lookout,etc.) ,e' 0 0 • Directional drainage arrows with slope/gradient% 0 ❑ • Proposed/existing sewer and water services&invert elevation je' ❑ ❑ • Street name .21' ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22' max.) fd' ❑ ❑ • Lot Square Footage ,4 ❑ ❑ • Lot Coverage ELEVATIONS Existing ,R( ❑ ❑ • Property corners ,' ❑ ❑ • Top of curb at the driveway and property line extensions ❑ .� 0 • Elevations of any existing adjacent homes SP1 ❑ 0 • Adequate footing depth of structures due to adjacent utility trenches .Z 0 0 • Waterways(pond,stream, etc.) Proposed fa' ❑ ❑ • Garage floor 7 ❑ 0 • Basement floor .,12' 0 ❑ • Lowest exposed elevation(walkout/window) 0 ❑ • Property corners ,l 0 0 • Front and rear of home at the foundation Y (9 • PRV Required PONDING AREA(if applicable) 4 ❑ 0 • Easement line / ❑ ❑ • NWL 4' ❑ ❑ • HWL ❑ A 0 • Pond#designation 7 ❑ ❑ • Emergency Overflow Elevation ❑93 0 • Pond/Wetland buffer delineation Y cW • Shoreland Zoning Overlay District Y GP • Conservation Easements DIMENSIONS ,Al ❑ ❑ • Lot lines/Bearings&dimensions 601 ❑ 0 • Right-of-way and street width(to back of curb) ,2' 0 0 • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) .' ❑ 0 • Show all easements of record and any ' utilities within those easements 2' 0 0 • Setbacks of proposed structure and -'eir r. se 'ack of adjacent existing structures .er ❑ ❑ • Retaining wall requirements: i Reviewed By. ;� '7 Date 7/0 7 G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 14, BUTJaauISug iaauocd 0 elimmimilmililemmimulliiimmillaulli.illimil ay5uisouo�{ :Ja(ng Mlw.cquM�Ja 9508#JOpIOJ 2009LOLLL #10010Jd 89£I-Z£b(ZS6):xpd/IO9L-Z£17(ZS6):auogd :uoI}ona13 XJo;s-Z wo}sn3 :iapow asnoH 66SL-t ISS NV `AaIItiA giddy o osauw 'uo6o `a oJi oosa •ssaJ u,o i,6-Tgaauocd•.mn,M W 3 I 0 �3 M PP d 88b6-189(IS9)0Xr3 NI SC NM`s1gS1aH elopua vI M7S41Stl LO9L GQ�oE o}Osauum '/(}unoo oi.o>pa bl6l-l89oc9):-9d anuQasudaalugZZbZ ouI umlonzisuo3 pj1uoQOw loaJay} }Did pepJO3GJ ay} o} 6u1Pa000D •.M1O �anT ti1J311HJNtl id VJSONt'I SNOA3ANOSONVI saaw'Id ON,' tiNI10,1111A1J • .� zn S JO aTBaJT�.Ia 3 1100S3M 1V 30018 Mo1IIMYdI1.1?.1a81.,1g1,I1a213aN3Id `1. 13018 'SI. 103 1�� 11 o 00 C� O N c `.0 o v O I. 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Fri Oct 20 13:28:17 2017 Page 1 ✓ ID:YEU_v8titY18O15ZtoU9r7ykKdB-6tJvHcgZdD_IwTOsa9vcZjOSmnJA51 rxCeAMwvyRVoy a_,$ p,c a,;r - iku?i H I 2-5-4 --I I 23-8 1)l48 Scale=1:30.6 REPAIR: STUB RIGHT END 3-1/2" 3-0-0 3x4 = / / 1.5x3 H 3x6= 1.5x3 II 3x4= 1.5x3 II 3x6 FP= 3x4= 1.ix3 II 1 2 3 4 5 6 7 8 9 o + sa a •. + 16 + 17 • q 19 • 14 13 12 11 X10 3x6= 3x8 = 3x6 FP= 3x6 = 3x4= 3x6 = INSTALL DOUBLE 4X2ATTACH 3/4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48/24 EXP 1) SPF/DF/SP NO.2 +;+ TO EACH SIDE OF TRUSS -1 CONSTRUCTION A (E,AND ONE ROW OF BLOCKING AS SHOWN. (0.131"X 2.5")NAILS SPACED 2" H.C.FROM EA FACE INTO EACH COVERED TRUSS MEMBER. I 17-9-8 I 17-9-8 Plate Offsets(X,Y)-- [8:0-1-8,Edge],[11:0-1-8,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.16 12-14 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.27 12-14 >791 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code MNSRC2015/TP12007 • (Matrix) Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=766/0-5-8,10=766/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2056/0,3-4=-2056/0,4-5=-2441/0,5-6=-2441/0,6-7=-2441/0,7-8=-1235/0 BOT CHORD 14-15=0/1251,13-14=0/2432,12-13=0/2432,11-12=0/2015,10-11=0/1235 WEBS 2-15=-1415/0,2-14=0/920,4-14=-429/0,7-124/486,7-11=-890/0,8-11=0/462,8-10=-1409/0 NOTES- 1)Attach ribbon block to truss with 3-10d nails applied to flat face. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I Hereby certify that this plan,speci- fication,or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional Engineer und- e laws of the S- =of •'nne•.a. APt STEVEN E.FOX DATE REG.NO.21980 October 20,2017 1 ..... AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Jeffrey Wheeler From: tim@kaasinc.com Sent: Monday, October 23, 2017 10:38 AM To: Jeffrey Wheeler;Winter Bill;Jacobsen Steve; Genovese Dave Subject: Fwd: #170468F2 F24 TRUSS REPAIR Attachments: F24 RE PAIR.PD F; ATT00001.htm Follow Up Flag: Flag for follow up Flag Status: Flagged / izoi/r l 4/4' ?‘//- This I,This is 3800 Wescott. Truss repair doesn't REQUIRE glue, per attached engineer e-mail comments. Other corrections from 10/20 framing insp. are complete for reinspect 10/24 with HVAC. Thanks, Tim Sent from my iPhone Begin forwarded message: From: "Jeremy Welfring" <]eremyw@pmtruss.com> Date: October 23, 2017 at 10:07:33 AM CDT To: "'Clifford Tim' <tim@kaasinc.com> Subject: FW:#170468F2 F24 TRUSS REPAIR Tim, Here is a copy of the repair. Please see below for the note about the adhesive. He says it is only to prevent squeaks. Hopefully this will suffice for approval from inspector. Thank You Jeremy Wellr'ing P& M Truss jeremyw@pmtruss.com 763-444-4171 (Main Office) 612-490-7471 (Cell) 763-452-3939 (Direct Line at 011ice) From: Brandon Lehman [mailto:brandonlehman@pmtruss.com] Sent: Monday, October 23, 2017 10:02 AM To: jeremyw@pmtruss.com Subject: FW: #170468F2 F24 TRUSS REPAIR From: Andrew Johnson [mailto:ajohnson@mii.com] Sent: Monday, October 23, 2017 9:59 AM To: Brandon Lehman Subject: Re: #170468F2 F24 TRUSS REPAIR 1 Brandon, The glue is not required. It is only to prevent floor squeaks. Thanks, Andrew Andrew Johnson, PE Design Engineer Direct: 314-851-7412 ajohnson@mii.com MiTek-US.com On Oct 23, 2017, at 7:52 AM, Brandon Lehman<brandonlehman@pmtruss.com>wrote: Andrew, The file I sent you Friday indicated that they did do the standard repair out in the field to stub back a truss but they did not use the adhesive. Please let me know what needs to be done to make this right. Thank you, Brandon Lehman P&M Truss Inc. (763)444 4174 MiTek Holdings, Inc., 2011-2016, All Rights Reserved This communication (including any attachments) contains information which is confidential and may also be privileged. It is for the exclusive use of the intended recipient(s). If you are not the intended recipient(s), please note that any distribution, copying, or use of this communication or the information in it is strictly prohibited. If you have received this communication in error, please notify the sender immediately and then destroy any copies of it. 2 I Gartificmite of Oorrpletion Duct Sealing Performed For. 350 Nbdonald Or stnxtion, IVbdonald i• is 1.1..e• 300 3800 v soot-Cl e Eagan, MV 55123 ---�' 250 a Overall Sealing Results200/� N • Wien v.e arrived, m 150 YOUR DU=HAD. x 308.0 CFM of Leakage; eqUivalent to a 100 58.2 Square Inch Hole Nis erpa's 1848, igratasfidafar/asseeeryhou: so Alter v.efinished, YOUR DUCTS HAVE 0 �� 5 10 15 20 25 30 35 6.7 CFM of Leakage, equvalent to a SeWi g Time in Knutes 1.3 Sq,ere Inch Hole This oornlesponds to a 97.8%Reduction in Pais Tedhridan QiyW Duct Leakage` Parsed Case IC 4392 Dated Seal 1/25/2018 Notes Duct Leakage results are calculated in Cubic S stemDesoipticr Famed Ar Feet per Mrxte(aRA measured at a standard CPERATING PFESSL€E d 25 Pa Seel ascription Fun HEstMere Horrv6eal AERO!5FAL. Duct suing Performed EV: eruct Sealing From The Inside AirMadilnid Inc 16411 Aberdeen St NE Ham Lahey M\155304 Rion 763.434-7747 El Cartificte cf Completion Duct Saeling Plaforrned For 800 Mcdanald Construction, IVbdcnald -rde moi, MV 56123 „-) 2--/�- 600 ti.,38°° e Overall Sealing I lts N m V\hen ve arrived, YOUR DUCTS F-IAQ x 714.4 CFM of Leakage; egt.ivalent to a 1355.0 Square Inch I-Ide Pis egua's 4286 renteratas Ail cfafrlass erayhal: Atte-me finished, YOUR DUCTS HAVE 0 0 10 20 30 40 50 60 5.1 CFM of Leakage, egtivalent to a Seating Time in Minutes 1.0 Sqaare Inch Foie This corresponds to a 99.3%Radu tion in Perused Tedbridan CtayW Duct Loaskacje. Pe:reel Case IC 4302 [late cf Seal 1/252018 Nater Duch Leakage remits are calaiated in Cubic Feet per Mnte(CFTI4 rneasred at a standard 9�rStemDesoipticn Forced Air CPERAilN3 PF SURE cf 25 Pa sed ascription Supply Fiardner+e Ii:maSeal AEROS AL. Duct ming R3farred By: Duct Sealing From The Inside Air Macharical Inc 16411 Aberdeen St NE Ham Lake, MV 56304 Pham 763434-7747 city of Eappall Address: 3800 Wescott Cir Permit#: 144812 The following items were /were not completed at the Final Inspection on: A-//i'//r Complete Incomplete Comments Final grade - 6"from siding Permanent steps – Garage Permanent steps – Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage s' /A/ — — - --- k.1,14/0 _. Porch � ___--- -- - ------- Lower Level Finish //0 Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: , ► ' i1 G:\Building Inspections\FORMS\Checklists For Office Usei9ipv\o vvo . it til Permit#:EAGAN Permit Fee: /pig 09 Date Received: 5' - e 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 �(�' Staff: buildinginspectionstacityofeagan.com L MAY 02 2018 2018 RESIDENTIAL BUILDING PERMIT APPLICATION 4-23-2018 3800 Wescott Circle 1 ./t5 Date: Site Address: Unit#: Name: Sanjeev & Varuni Ranasinghe Phone: 612-418-1187 Resident! 3800 Wescott Circle Eagan, Mn 55123 Owner Address/City/Zip: Applicant is: Owner X Contractor Description of work: Deck Type of Work Construction Cost: $3,000.00 Multi-Family Building: (Yes /No X ) Company: McDonald Construction,Inc Contact: Misty Olson Contractor Address: 7601 145th St W City: Apple Valley State: Mn Zip: 55124 Phone: 612-257-6100 Email: scheduling@mcdonaldconstruction.com License#: BC002376 Lead Certificate#: N/A If the project is exempt from lead certification, please explain why: 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: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that yousubmit are considered to be public information. Portiions of the information maybe classified as non-public-E.-if-you-provide specificreasons that would permit the;,C tits-to-con Jude thatthe`yare'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.cityofeagan.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 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 wit the approved plan in the case of work which requires a review and appro I f plans. at Applicant's Prin d Name Applicant's Sig DO NOT,WRITE BELOW THIS LINE 33S0 D W6C D •i-k o„•t ai Q ,t SUB TYPES / ` v dry/ 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 01 of Plex _ Lower Level — Pool _ Accessory Building WORK TYPES )o 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 $ Z/roUZ` Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100% 7 ) Zoning g-I S City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length 9' Fire Suppression Required Type of Construction Width lo'6, " REQUIRED INSPECTIONS Footings (New Building) Meter Size: jcl. Footings (Deck) Final/C.O. Required Footings (Addition) d Final/No C.O. Required Foundation Foundation Before Backfill HVAC Gas Service Test Gas Line Air Test Roof:_Ice &Water _Final Pool:_Footings _Air/Gas Tests _Final r=' Framing 30 Minutes 1 Hour Drain Tile Fireplace: _Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: -V° ""^ 1`—(1 ft- , Building Inspector RESIDENTIAL FEES �,');,i:,'9) lee Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 ay6uisouo :Ja,(n8 MLW:Xa umt-TU 950e:#-10PI°3 Z009 TOL l L:#100(01d 89£T-Z£6(ZS6):xud/T09L-Ht(ZS6):guogd :uoi}ona13 AJo}S-z wo}sn0 :Iapow asnoH 66SL-17ZISS NIN`,(aIIEA giddy o}osauu!W 'uo6o3 'aioJio }}oosaM :ssaJppV wo8 6-T 9 uo,d'mmm MTS iIzS6T TO9L 8866-T89(I 9):XXd NTSS a `stas idram puayV D}oSaUUlw '/C4UnO3 DlO>1DQ 6i6i T89(1S9) Id Q H ZZ-VZ MITI LTOTTOttilSuOD pftUOQp }oaJay} }Did papJo3ai ay} o} 6UPp.10000 S1J]1)11.)NV]d\USQNVl SZIOA°A,L]S GM,/ SL°NNVld 4NV"I saaam 9N31L11] :.IOJI AOA.MS JO OTLOIJI1JOJ 1100S3M 1`d 304121 MO11IM 'Y'd`,utaduivaIT HaN Id 'l X10018 `5 l �o� 111111r A /%„.., 1� o c N O v C 1-0 c 8 O I1 b f] o ° c0 os E N o �N szr' o- 63 U > V p o 0 0 0..0 0 0 0 0 C-c-: a)I-JW O o c-c 0 a-°o SZ'S0 L M (o T O a) ,tt7St22o00N 90� ; 0 o 0.5� c (o'oos) �� ,� m m z�sz 0,0 0,0pgo E L o a) a cn X 1 I .4-+ aw o c 0 / i m / 0 0 a a I o' ti _ N ° > o O`\ / m3 'ilm3 N ° m 7 3C 3 Q c \ o 'V CO ',1-.) 2 a- _O 0 C \ t0 Ca 00 N U.6 o L m 3 o .y L` II 'nK. 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X v J S J H C7 ° 0000 it 0 X a d Nyv \. 0� 8d ,6� a \asnoH \ ° o Z N / o rn C). \ \ \ . \l'\'.. o torn X• /4l co O O o \ \ \ lo,.�.,��. \. o /2 r) m 00 00 •Ory (9'906) � (,N a6DJD0 ,. Y` o+ J o .f Ih N '• \oo \\ m\\` \ m / e-. / I t rn' 00' N —_01 o 0-9l * 8'906 *",T,–\\ t t• •(9'L06) ooa sI // i O, i 11 I m , rn \ 06 4 II -�� / C A DMGAIJG x o o \\ 0 N a N o 'N osodOJ rnX /� m N I C 0 m E �, o c,o •o o P e� d (0'L06) ff",�� m _a II I ° _c u .Z, 0 0 0 X v) ”) ZL'9 N W �6 O U C 09 V O L C T O ca m Xn � � m I� %�S Ew .� N °'� ° _a o_ 0 m 0 (Ti o Y IN V,<� y ��.^t0 l�1 U °o C 7 °o.5 0 C O Q — £06) oo� ` • m °rn�, N a> p� • ^ o n O N Q.° - °-) r, mrnaoi : J1 CO a) o •.. •90 I 00 b; .0 ° N d O O V, v, N rj ", O? m m o O i 3 O 3 i 7 -C o o rn �,� m•L rn X 0'Z0: L1 _ c0 0_ �, Z O m waa N m U o m C 0 .m., c,i LC \ 6 ' \ E U N —_o �mma III 0, o I 4 i'_ I/ 8/06\ O ° 7 tL�t ^ l. a mNp ' b. E co E > OE a a)NNE a > � 0 m ° _ L99 O94H - -7 • 0 � 37 ° t t=pN Cc0 �00 �L .� 7 � _cLc 13�' - -___:______)1 .----8 00 . › N c , cooENt L ° ao o o S3300 Cm Jm cN 0 M ICL c C C O O C > ` ° m °� O ° �'a m o 0 0 >,•� o c C c a a) CJ . o m .-o -00-000 W O >,‘n m 0, 0 -• O C a) 3 + 7 Q) c T c -C O O Cfl 0 c '4- _-° C > 7 E C O_(1) ° OS I p• OS LZ i m ' c °- > > ° (Un 0 -D ° U.m° 0 O 0 C o \ o °�� E E o c 0_ 3 5--' v, C o 0 \ / ° C °= v, O O v a) 0. > (f) O 0:0 c a- o \ // C o 2•m 0 0 O C 7 N C m 0 Q)_c 0 N y Q, • ---� U__ 3 2 2 0 z C C fn 0 O N-0 0_ • 0 o 0 0-6m •o >t C OCNUU Q C 0 NF- �d 3 QZ >.-SIL- 3003 0 a) O x a 'O O N r7 4 u0 c0 CD --0 N O M 0 0< m e u] cn O • k .C� r For Office Use �j , ,�-I i ,‘ ::: -, Permit* / `7 U .-., EAGAN -5'i • '3Ci � ' '�'� Permit Fee: EC I VEDate Received:3 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 (651)675-5675(TDD:(651)454-8535 I FAX:(651)675-5694MP?fd AD '1 c � 5 Ste: buildinginsoections�2cityofeagan-cos �1 4 2019 RESIDENTIAL BUIL 1 ' - - APPLICATION Date: I Site Address: I sc\e a. CA mix./ units: /`' Name: cinfeAJ 4V C Iio(JdkNi 104,10‘414.6ALt._ Phone: Resideowner Address/City/Zip: 5 CO C"'ekAcciA Cki-a` (� (,,, MO S3-123 Applicant is: Owner Contractor t ( 3 W i(t Q(,() Rqt- Type ,WOrIC Description of work: kC Construction Cost: 15 a Multi-Family Building:(Yes /No ) Company: C) UCP�AC)‹..%*O&11 U-C Costal: Digi ..__Ay oc4 Cont [fl/ /Orf' %4 � �� Address: City: !`"C(/�/WI�U� �i� �� II n ! q State: Or� Zip: 53-7/5-- Phone: 1 �i 0- il: 11 5(deAk"`CV (,.�l C 46041/ UCense#:, GC 7cQ;Z411 Lead Certificate#: N l If the project is exempt from lead certification,,-please explain why: �eC� r )-Ids i ' 1�i li- 7 yew' U 9-0/-2 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: Fire Suppression Contractor: Phone: NOTE:Pias and supporting documents Mat you summit are considered to be public information. Portions of the dation may be slassiltedas.noliVoitifo b'You Pltwide spec reasons that would menet the City to conclude that they am 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 uww.cliyofeaaan.corrtfsubscribe. 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 1)1G. 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.000herstateonecall.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 '•oto start without a permit;that the work will be in accord with the aved plan in the��work which requires a review and approval Z -1- x 3A4' T1 1it(//��r/l I G x Applicant's Printed Name Applicant's Signature .Zo o ti)6 c0+-+ Cf . Ge-/C e Q DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Porch(3-Season) Exterior Alteration(Single Family) __ Single Family _ Garage — Porch(4-Season) __ Exterior Alteration(Multi) _ Multi le, Deck .___ Porch(Screen/Gazebo/Pergola) _ Miscellaneous _ 01 of Plexi Lower Level ____. Pool __ Accessory Building WORK TYPES _ New _ Interior Improvement — Siding — Demolish Building* 4. 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 /O Occupancy /%4C -/ MCES System Plan Review Code Edition Aare SAC Units -- (25%%100% v ) Zoning Fs() City Water — Census Code Aiski Stories — Booster Pump — #of Units / Square Feet Li 1 7$ PRV #of Buildings I Length /4/ Fire Suppression Required — Type of Construction 3228 Width 3 7 REQUIRED INSPECTIONS Footings(New Building) Meter Size: )- Footings(Deck) Final/C.O.Required Footings(Addition) ,.i" Final I No C.O.Required Foundation Foundation Before Backfill HVAC Service Test Gas Line Air Test Hood Roof:_Ice&}Vater _Final Pool: Footings Air/Gas Tests _Final -_ Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In Air Test Final Siding:_Stucco Lath Stone Lath Brick EFIS Insulation Windows — Sheathing Retaining Wall: Footings Backfill—Final Sheetrock Radon Control — Fire Walls Fire Suppression: Rough In Final Braced Walls Erosion Control — Shower Pan Other. Reviewed By: / ,Building inspector RESIDENTIAL FEES 11 73 a lJ2c k @ ga=/t 494'aO Base Fee ) cf i - Surcharge Plan Review /.1.y MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Radio Meter Read Copies TOTAL eoE IA (Off Oi e • / ems- - • (7)c,) Ul7 N .p O N CA CD Nn-• n 9)O .P( N C) 7' p C t x ' rD ' m o CO -i' Z'o C o clzr 6'o 7 Doom-5 7 p 7 N3 < O o °- ° a o o a N N -. t rp`O N ry ct3 n O r. O O ' _ 7 a Q.c N _ _ )c) fp NNNND OZ oO00-1 n C • n F N2 / cn 7 -NS p o n N <U-p N O O N n 7 7 / T ° \ ' °,Oo 3 .-r° I!I 7 o N C C7 NpIO N "< J7 CI a .. 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U 7 18 s< 0 7 7 n A 50 7 N ° O'31LA ir m rrir m 8.7% o W < t., x ° - S m S m o I II F 7 co ",..1,“907.0) p cAn o p o N 3 n ' CD o Pro osed PN CD m 0 I �\ V o X Driveway 1 1� o� it I co m r COirl CO I � ' 15.00 19 (907.5) ;' �s 906.8 * ,6_°�,, o X -- �- ----- 47.9 co,� o, ' "N3\19.00 ` o X co 7'A / m io o '\_21.50\7\;P1).5(lo p, rn ooto w ,t, 06 IP x e,, la �_ `/o '4\\\ n o Garage \U I (906.8) ,O V :X 3X \\ _ oi \ co.000' cii co I-II \ \ 0 ° lli \ \ ° I a ,..�ti {, x 2.0• oq .o , co �Rroposed`\\ dV. 0 0 h Z 0 t .D \ �y House, m ` > U O n r T xO 01 ` / I V. / ,\ \. ,O \\ ,O N i is, N O O O O p O O `VJ V O \\ \YO ''.,\ • d3 O N m N / o g©lInl o0 •• 1 ( IO 15.0)6 a 50.00 -,CO X 1 o II e� ' m 600 DO rt ° D III A /� o 5 - • n 902.2) I,; " o O 2 o N O O O 2 O I A W rD I v/ ' !KI o N o Q o < 0 0 0 0 CD 0 0 0 0 0 CD 0 CD �vco 1 ...r /.1„11 4 � yOD m o m ro 0 0 0 0 0 'o o '0 0 I -b ° N (T. C (o rXX 1 x I- 901.7) (901.5) © p °g < CO N N N N N N CC N CP a Ul o. •D . N r"1 .11' IQ ' ^ 5 CON i 0 t0 w, � V o O " ko o .a a 5 O NJ S 5. N• -O pO 0 .O a .O O n pn \ 5 - - v C -, R a- mN O- z 0 1 r ° c* o m _ _ _ CO ^ (O CO ° f < o ,?c x 4 O tO O CO O n no o O NN 5. 3 1I5. n 7 v en .-• .i CI v co g k I C7 D rO • X X O c rn O O6 O��ob 1 4 co .1 X .c.. 0 _ A in o o I /2191 1 ( 1f X 7 O ry ,-,3 a / 4�V 1 7 N (D c a O / 'Y )' \ N Q CD 2- CC o x x I ,(1 IV n n 1 \�- 500°29.47•'E 52.99 '�" i' ? -=I'* N i (n O N.D _ ,yo• e.rOF+ I I moi' m 01 mz rnao ° $ ^/ � ' zo co m co-iovi-co ^ $ ��' w o a wo Clio v -.° aO °c ° 1 w o 7 0-0 N d° rD O n N co 0 1 v N N O N3 (n O 0.4:3 3.< -N-° O ° 1 ' rn m 10 • \° CD yC mOo0o II 1 w ..• 0 /' co -p t m m o O 0< <.CD O II N a n xz-D a °,,--; m -, ° co < o c II an N N 902.2 °D6 vy 3 Drainage and utility II z • n C o o m CO II P t o • y ob easement per plat b W 896.99 rn A 03 0 / X - C580T 'co to U N a ^. CDD II N W "TI 06 O6 xOb cow 0 , !O C gO r2D X37 110OU)m m 11 0'1 ww I c poo 0 ' ss A-1- 7 •3� _A 11 /A.' ^!c Na O rna� N 50 oa a") ;'D-' oY rn do o m \\ µ77 u) D E ms' �! 4 °p 7 W U 0 1 1n 2 / r p < (D 7. 1 p 3c O x X \ / CD CO N (0 ti4 ° O (900.0) - 25.32 Not P dig N00°33'54"W 105.25 • ono EAC''AN 1,,-/-p0 co-0 o ro o _o 1".11\ �� 7 0 � � CJl > il r, _FMM. DATE:___ /•3 /9 .. CO�a.. II �- ^� o ° w BUILDiND I1\N,_,PEC�IIONS DIVISION 0. !li Co Np co • Lot lock 1, SBPieNEERengineering,P.A. WILLOW RIDGE AT WESCOTT Certificate of Survey for: CIVTL ENG MEERS LA NO PL A NNERS LAND SURVEYORS LANDSCAPE A RCT IRECTS according to the recorded plat thereof McDonald Construction Inc Dakota County, Minnesota 7601 145th St W 2422 Enterprise Drive Ph.:(651)681-1914 Mendota Heights,MN 55120 www.pioneereng.com Address: Wescott Circle, Eagan, Minnesota Apple Valley,MN 55124-7599 House Model: Custom 2-Story Elevation: Phone:(952)432-7601/Fax:(952)432-1368 Project#:117016002 Folder#:8056 Drawn by:MTW Buyer: Ranasinghe J EAGAN 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-5694 JUL 9 3 buiidinginsaect ons(cityofeagan.com 2020 ECEoVED r For Office Use TY\ Permit #: A?5g6i. I I I \ Permit Fee: 7j2' (/_/ 1 Date Received: 'f Staff: 2020 RESIDENTIAL BUILT APPLICATION Date: 4/13 /"AG' Site Address: 3 $w W ISC O' % Ci 0OV S.3/2.3 Unit #: Name: SANJEEV RANASINGHE Phone: �lR - - rl e7 Address / City/ Zip: 3800 WESCOTT CIR, EAGAN, MN 55123 AppUc ant is: ✓ Owner Contractor Description of work: BASEMENT FINISH 4AX IlbLO - aE ljezf Construction Cost: 2500 -ls Multi -Family Building: (Yes / No Company: SELF Contact Address: SELF City: State: Zip: Phone: Email: License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: HOUSE IS 2 YEARS OLD. 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 V/ No If yes, date and address of master plan: Licensed Plumber. — Phone: — Mechanical Contractor. Phone: Sewer & Water Contractor. Phone: Fire Suppression Contractor. — Phone: 'Mr* tzt 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 webslte at www.cltvofeanan.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 Call at (651) 454-0002 for protection against underground utility damage. CaII 48 hours before you Intend to dig to receive locates of underground utilities. www.aoaherstateonec all.orq I hereby acknowledge that this Information Is complete and accurate; that the work wif be In conformance with the ordinances and codes of the City of Eagan; that 1 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 a ved plan In the case of work which requires a review and approval of plans. rsyto v i.o�% re x S,a—I h/S Applicant's Printed Name Applicant's Signature tt DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Single Family Multi 01 of _ Flex WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%% 100'4) Census Code # of Units # of Buildings Type of Construction _ Fireplace _ Garage Deck Lower Level Porch (3-Season) _ _ Porch (4-Season) _ Porch (Screen/Gazebo/Pergola) _ Interior Improvement Move Building _ Fire Repair _ Repair Pool Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) _ Footings (Deck) _ Footings (Addition) Foundation Foundation Before Backfill Final 30 Minutes 1 Hour Rough In , Air Test .XFinal Roof: _Ice & Water Framing Fireplace: Insulation Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge SSW Permit & Surcharge Treatment Plant Radio Meter Read Copies TOTAL 17- Siding Reroof Windows Egress Window /kC 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 i 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 6,1514iitcof If /7700 )(10 2(010toD Page 2 of 3