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1031 Wescott Ct ~ For Office Use toP i ,.` ; i •,, Permit ��� i� E A A N yO Permit Feer. :7, iv,_/ gi, Date Received: 4 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 FEB 1 4 L018 (651)675-5675 I TDD: (651)454-8535 FAX:(651)675-5694 Staff: 11— buildinginspectionse.cityofeagan.com L 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: A. 103 S Wes c.o. ' C 0 At Unit#: tee " 0 61,--aL ��i�� m Name: ��I Y i 1°t Phone: x2. 89-2$ ' Resident! �,� • / ` { Address/City/Zip: (C3% We5cf2 � 1'1 $ 12.2 h\R-- i c" Applicant is: Owner )( Contractor ,' iroy pe ork Description of work:h)U t(\ n 5 �� � � � �� Ql�"� n i 1 Li s e c Pool SPC ' 01 I0, of; Y Construction Cost: 1 g/ Multi-Family Building: (Yes_/No /) w Y �J Company: �Q((e o✓�$ Contact: Rctrat ) PAr, t i � Address: . U l t �, City: 'of rI SVIt� i State: T N Zip: / Phone:VZ Z -723"S Email: �G l1 IT1� v1�y �-to 1. A 1 o„, o, 0,1 ra License#: Lead Certificate#: 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: lens am r i currents that=,you sub d a 1 the m .Q 9� 149 rte, e..f as non ! :' ,� + kovede,S ecifto reaso; - ......' '.. r , ».. f-,m' --„,e th the ar a _r.. iiii u�8 k� a�'`- 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 o 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.aooherstateonecall.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 fora permit, and work isi not to start without a permit; that the work will be in accor ce with th approved plan in the cas of work which requires a review and approvlans. x a JL kiC/Il a�®f) x / ige—Vile-L---- Applicant's Print Name Applicant' ignature 0/ .1/43- / tdeS CO ff- , , 14i0 gLi 4 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 _ Deck _ Porch(Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex _ Lower Level At 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 v_ Valuation J 8'0610 Occupancy -</ZG -/ MCES System Plan Review Code Edition eta/� SAC Units r (25% 1 _ 00%.) Zoning R - /S City Water Census Code ti 3 1.1 Stories — Booster Pump #of Units / Square Feet PRV #of Buildings / _ Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final I C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice&Water _Final Pool: i-Footings 1-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: "I �� , Building Inspector RESIDENTIAL FEES Base Fee 3o? 7 Surcharge Plan Review AO/ MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 POOL PERMIT - APPLICATION SUBMITTAL REQUIREMENTS /yT _/57 Address: /03/ Z Li• ' Applicant Name: try- nQ J Q GENERAL INFORMATION x ¢ b o z J� ❑ ❑ Applicant name and contact information 21 ❑ ❑ Property owner name ❑ ❑ Address of property gI ❑ ❑ North arrow, scale (1" = 30' or 40') f� ❑ ❑ Site Plan, drawn to scale showing location of house,pool, and other existing or proposed structures, including retaining walls and fences. 21 ❑ ❑ Location and name of all streets adjacent to property ❑ ❑ Directional drainage arrows(existing and proposed) P1 ❑ ❑ Lot Square Footage )21 ❑ ❑ Lot Coverage ELEVATIONS Existing ,,1 ❑ ❑ House corners ,Z ❑ ❑ Property corners ❑ ❑ If applicable, ground elevation at each end of retaining walls and at wall's greatest height Proposed 9Z1 ❑ ❑ Finished pool deck corners ❑ ❑ Top of proposed retaining walls (if any) and at each different elevation(if it changes) ❑ ❑ Pool bottom(or max. depth) DIMENSIONS Existing U ❑ All property/lot lines ❑ ❑ All Easements on the property Proposed ❑ ❑ Pool ❑ ❑ Pool plus integrated deck/patio fd ❑ ❑ Shortest distance from outside edge of pool deck to lot lines and house Reviewed: / 4 3/,/ Na Date G:FORMS/Pool Permit Checklist/11-20-12 1 O 3/ l,&es<c fl-4,1 /� -�/ / Lot area = 31908 SF Construction Notes: % ✓C House area = 2590 SF 1. Install rock construction entrance. i (8937) Porch area = 100 SF 2. Install silt fence as needed for erosion control. 4 Sidewalk area = 40 SF 3, Sidewalks shall drain away from house a minimum of 1,07, Driveway area = 983 SF 4. Contractor must verify driveway design. Total Impervious Area = 3713 SF 5. Contractor must verify service elevation prior to NsBa Impervious Coverage = 11.6% construction. Building coverage area = 8.4 % 6. Add or remove foundation ledge as required. SS 4$�' •i�X31 iv1 - Z. 5f I-4. .*6° Denotes iron pipe 1'y 9��a , _ 50 5 -,4- Denotes service E Denotes television box �l Lowest floor elevation per grading plan :901.5 CV Denotes electric box 1 nn?-6r t .9 !i? Q Denotes telephone box House elevations (Proposed) / As-built X 000.00 Denotes existing elevation /y 5,3 nC Lowest Floor Elevation :(902.0) / ( 000.00 ) Denotes proposed elevation v.QC7 ----- Denotes drainage flow direction Top Of Foundation Elev. ;(910.7) / A Denotes spike )\ Garage Slob Elev. © Door :(910.0) / 0 Denotes tree to be saved x 5 D D G7 D O Denotes proposed retaining wall designed and built by others. (896 S) / I Poo • /1/I • i • .,so ",/,';-j-:. '-', `dun 0.I stir t>ed bec‘v't , I NI L1(Vier tC ' / J• �J k FOC*4-.1 -f-u all /, La••. 33 / / N ..... p0. + �Q h, � i WETLAND 2 / 1' • i _ �` J\ /FHWL= 895.7 • // ? i r". , , , ,.) .. 0 B f�A.1. �� E i AN / .. .... . By 411 !REV'I V,V c L o' 10' 20' DateEAGAN G DEPT. DY: � ,4 // 11 5 •.• per gradingplan '� / • _` `•�/6�/' ,-'- V O�j/i % / •1 • = DATE: Scale: 1' 20 Bili s INSPECT19 $ iviy�6 11 (901.0) / o� / / / 1 • / / 1 / / N89°56'08"E 64.74 / / 1 : // Benchmark: V 0.,4)' -/- -/ top of spike 1 Vacant tw=(898.0)5 / _ a- 89 • / elevation = 898.61 :, � a bw='858.0 •w- Vn2' 896.6 tw=(902.01 / / t ) / 8...9 bw=-(-898.0) bw=(85a.u) / ' ..� in ••x. ...•$•72 X %'7.4 / Z ®_ k 897.8 ■MR ■1•��NN■ ■laN1AA�•• 898.6 tw=(902.0) in oc / B.a X 897.3 I •• I��• bw=(sai.D) I N 897.8 1 i > 0 O _ f[t.iafL iJ�'® 907,0 x4 ori ccs 0, / u'i O '(09'898.8 ' ti(//ld4(4, ���--777 til.. `p 1 i 1 Z \ , + �y 901.2 \ I 906\6 8••2 ... 901. 9 .. . 903.1 I (91 0.0) (908.$) X 9..8 i►' 901.5F44.17 sm. 1 -.-+- 11 ••x•.,•• 1 (2) 9...9 X )( i �•. .. . 906.6 901.2 O X�I •. I X9D .1 / of • 'A / / 10 9073 all $b6.t •,•�•••• Tree, protection limits 1 ;'1 1 ' '"h I .., per grading plan 1 1 x 9000.9 . 0 `� N 8.0,907.j - � Ox . Xe.t.6 x .4 d o ci 1 fki X •A 1.0O2. ofm X S a9177 X 909.0 5\, Q o = Ld ; 908.2 11,83 X 901,1 .� 2.6 X 0 m X9P7'3 908.X 7x0., / 4 808.0 'o (907.1) - '•.. 901.3 a, 0 S 907.2 + in `•00.9 o 'a,T X'�' L 0.0. ' X •'4.6.7 t, Ql a + x.•.:.7 _ . � 90 .: 2,00 `-' o>_ m / x 907.8 ` �� ,,11 j �. 8.3 908,3 do X 909,1 to / X 906.4 ill H4, s,,. i ..U' 08.2 I / ---- ---- 15i 9er2 -ivy =00.9 33.50 o _ -4...�.,..��� 906,7 '- 20.50 I x soa. r* 10 , ���I�" r/ •:08.4 X 909.0 70 •ti X00.8• / n "S 900.01 X 900.8 I p 907,0 908.9 O I Ii X•OO.t I O X 904.0 X�l X O 1 -� - 0 • V L - 900.8-* I O 908.3 O .S ll� 7''40).OcP O O V�I :J _898.1 21) I `- •• • •^c- 5 ^ (901.0) 56,00 (909.0)'t \ 26.97 - 903,5 :0VIP ./�O® '( 077.8 O/ ('0` 01 900.3 901.3 Oj 98 , ^ 408 = 909.9 ^ _wBenchmark: v\\ o �aci fi top of spike i x •07,6 :99.2b '6 3 o elevation = 908.70 Not Gradred House General Notes: Benchmark: 1. Grading plan by ALLIANT last dated 6-22-16 was used to determine We hereby certify to McDonald Construction Inc that this survey, plan Top Nut Hydrant proposed elevations shown herein. or report was prepared by me or under my direct supervision, and that Lots 3-4 Block 1 2. This survey does not purport to show improvements or encroachments, I am a duly licensed Land Surveyor under the laws of the State of Elevation = 910.48 except as shown, as surveyed by me or under my direct supervision. Minnesota, dated 06/14/17. 3. Proposed building dimensions shown are for horizontal location of structures / N on thes. lot only. Contact builder prior to construction for approved construction Signed: io eer En ineering, P.A. Revisions: h)06-30-17 Stake house 4. No specific soils investigation has been performed on this lot by the surveyor. 2.)7-12-17 movehouseperclient aThe suitability of soils to support the specific house proposed is not the 3.)07-13-17 Re-stake house responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, rofessional Land Surveyor on the recorded plot. Minnesota License No. 42299 email-phawkinson©pioneereng.com 6. Bearings shown are based on an assumed datum. Lot 5, Block 1, engineering,p WILLOW RIDGE AT WESCOTT , Certificate of Survey for: CIVILI'NGINxx72s 'Axe PLANNERS I.AND SUN VEY°RS IANUSCAPEARO IITCciS according to the recorded plat thereof McDonald Construction Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota Mendota Heights,NEN"55120 Fax:(651)631-9488 7601 145th St IV www.pioneereng.com Address: Wescott Court, Eagan, Minnesota Apple Valley,MN 55124-7599 House Model: Spec Elevation: N/A Phone:(952)432-7601/Fax:(952)432-1368 Project#:117016003 Folder#:8056 Drawn by:TRPA Buyer: Syring ...b. 401kimmor Z Pinneer Rnnineerina /-- 1111/S-33 citilll Use BLUE or BLACK Ink 1-f It For Office Use :$� 1 /ii X33 ' it— CityO1 Ea ll Th61. il :::: e: /(..).1)11 3830 Pilot Knob Road Eagan MN 55122 RECEIVED `D,Lil Date Received: Phone: (651)675-5675 I T Fax: (651)675-5694 '.14 5 JUL 2 1 2017 \k1 Staff: „ ,/ 9.L „.52),\'i 2017 RESIDENTIAL BUILDING PERMIT APPLICATION \,�1 Date: 7 20-11 Site Address: (0 3 i W •Cr Unit#: A' (>0, i Name: Phone: 1 Resident! Owner Address/City/Zip: 1 Applicant is: Owner Contractor le id&l Type of Work Description of work: NO2v- S1\3Q k Fi''l1 1�h Z(--- -- 62/0C / 'COcSCO}I- ypJ Construction Cost:t' I l� 0 Multi Family Building (Yes _/.1,112(1,...,_, i Company: fv\c: 0,A CONSAAnc:-ui T,..„r Contact: Clord._ ) 1 ji Address: '7(o0 1 I"1-5tvk r W • City: Af icAeVet\1t Contractor State: I'J Zip: S5(2-4 Phone: 951-432-760 Email: ayi_ _r�►c nlAk1c6. .___,._ /.C601 1 i License#: 0002:5/Co Lead Certificate# 1 If the project is exempt from lead certification, please explain why: cL-6 I, COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 1 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: 1 Licensed Plumber: �. .c-INi -PkU,/\ 3 1\ Phone: toil-3ci (2)01(4. 1 Mechanical Contractor: Pike Me_c_ ivcAl Phone: -163-74(x--27 S? Sewer&Water Contractor: Ci le S Extyqki,/k,N c� Phone: (o l 2'3(,1"4 AS J I Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of j the information may be classified as non-public',if you provide specific reasons that would permit the City to conclude that the are trade secrets, CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. X Gpire.` 3 A.Ni 6.V0 x c6-014-0,4 Applicant's Prft ed Name Applicant'pa'tur:- Page 1 of 3 DO NOT WRITE BELOW THIS LINE 1 LitICZ3 SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) >4 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 4e 3 5-7,, 36?.7b Occupancy . TC-'l MCES System Plan Review Code Edition ✓Y)0 2a15-. SAC Units (25%-100% t' ) Zoning )2 ( - 5 City Water Census Code Stories I Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction \j 5 Width .-` REQUIRED INSPECTIONS Footings (New Building) Meter Size: .2G Footings (Deck) ?6 Final I C.O. Required Footings (Addition) Final I No C.O. Required Foundation � Foundation Before Backfill HVAC?Gas Service Test Gas Line Air Test y Roof: )Ice &Water k Final Pool:—Footings —Air/Gas Tests Final X Framing 30 Minutes Y 1 Hour -F Drain Tile Fireplace: x 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 `Y Braced Walls Sd Erosion Control Shower Pan Other: Reviewed By: --F2)AA. J; /'7/.� , Building Inspector RESIDENTIAL FEES 1• 13 A S e er-ff I;of t'Si'' e;> { 3 6 € 57 Base Fee 7 , 13f)5e,✓r. cvr vV r'°I%SAeD S72._ 59- pt , Surcharge It /r-)a -4 F f,arZ 19 Yo, Sl, Ir--T Plan Review 3. ,q-iz-/% 1C. b 440 .I . pC7 MCES SAC 9, Rc:41.f` $ 04)6' bel) f7, City SAC S. U e C Ic- 4- SAH A.. �-1 7%,9 Utility Connection Charge /x($ ?X(--/ `1 X y S&W Permit& Surcharge Treatment Plant /, , 75--- 7 ,3 5g fr Copies 2. /G. Seg 51 fl". TOTAL 7• yv, 4 / 5f- fr Page 2 of 3 5-p.00 5,' Pr. S is, ao 57 • T"/— New Construction Energy Code Compliance Certificate ((( Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Post panel. Place your Mailing Address of the Dwelling or Dwelling Unit City logo here 1031 Wescott Court Eagan Name of Residential Contractor MN License Number McDonald Construction 2376 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) HCLWe tVVilll/WI df7V!!!Vf/VlllelCF' o a or other system monitoring N � y Location(or future location)of Fan: 8c 12 co o .a. o U a� o v Q m m y 42d, -8 c c Z H N 2 a Ll X Insulation Location w m m 0 O m w ; o TO P' E E .o a 12 c z itiiti LL 12 2 2 Other Please Describe Here Below Entire Slab Foundation Wall 5 or 10 X X Interior or 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 49 X Bay Windows or cantilevered areas 30 X 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: 0.30 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.29 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 912SB48080 RG2PV50T6N BA13NA036 Describe: Input in 80,000 Capacity Output 3 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 /EER Heating Loss Heating Gain Cooling Load Residential Load Calculatir61,669 25,293 34,311 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "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 back-up furnace): Not required per mech.code Select Type X Passive X Heat Recover Ventilator(HRV) Capacity in cfms: Low: midtap82 High: 150 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: Cfm's Capacity continuous ventilation rate in cfms: 6" Flex Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Associaton of Minnesota version 101014 HVAC Load Calculations for Mcdonald Construction Syring Residents 8E RHVAC RE1-II IDS AL, L Prepared By: Samantha Lykke Air Mechanical Inc 16411 Aberdeen St NE Ham Lake, MN 55304 Wednesday,June 14, 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. Ham Lak Eft 4. _ r4€t��5te Ej2hvac lrMechto� . � Project Report -4, 5' ® Meet l n" itiiti;;;:i7=1,' .. u` €.;s.,i .. .. u 7 i !. Project Title: Project Date: Wednesday, June 14, 2017 Client Name: Mcdonald Construction Client Address: Syring Residents Company Name: Air Mechanical Inc Company Representative: Samantha Lykke Company Address: 16411 Aberdeen St NE Company City: Ham Lake, MN 55304 Design 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 lea €€.. I.E. €E,: .i,Ll..'fi..,.. OF' Total Building Supply CFM: 1,139 CFM Per Square ft.: 0.294 Square ft. of Room Area: 3,880 Square ft. Per Ton: 1,291 Volume (ft3): 25,220 Buildin•E:t .: E Total Heating Required Including Ventilation Air: 61,669 Btuh 61.669 MBH Total Sensible Gain: 25,293 Btuh 74 % Total Latent Gain: 9,018 Btuh 26 % Total Cooling Required Including Ventilation Air: 34,311 Btuh 2.86 Tons(Based On Sensible+ Latent) 3.01 Tons(Based On 75% Sensible Capacity) Notes '. � �.a.. �<<E ;? M§aN, ,4C` 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. C:\Users\slykke\Desktop\Syring Residents.rh9 Wednesday, June 14, 2017, 12:18 PM hvac o ' AC Lobe €[€ € �1 ®e op Inc. Mecf C E e;3 ry m ti • x � 3 ¢ — z Miscellaneous Report di;r: 13;I lb''.€.o • a ➢ €€[[' mss' % *A ! ', Winter: -15 -12.38 100% 30% 70 27.02 Summer: 88 73 50% 50% 75 V.Ductild!!!!'411Y o ! MainTrunkRunouts Calculate: Yes Yes Use Schedule: Yes Yes 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: 0 in. 0 in. Maximum Height: 0 in. 0 in. AN: st Winter Summer Infiltration Specified: 0.280 AC/hr 0.150 AC/hr 11.8 CFM 63 CFM Infiltration Actual: 0.404 AC/hr 0.328 AC/hr Above Grade Volume: X 25.220 Cu.ft. X 25.220 Cu.ft. 10,188 Cu.ft./hr 8,260 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 170 CFM 138 CFM Total Building Ventilation: 70 CFM 70 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 X 0.970 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: 0.280 AC/hr(118 CFM), Construction:Average Summer Infiltration Specified: 0.150 AC/hr(63 CFM), Construction:Average C:\Users\slykke\Desktop\Syring Residents.rh9 Wednesday, June 14, 2017, 12:18 PM '?'15 1=v -�,7 333 [ waG Re.r,. (=MEI' C Loss ,03 E oftware Ic pi int,Inc 1L;Fg Pitt' ''''4't7-0% 001:172,; 1,-14, -._.,- s s .F "'3 1 1I7 Cir t € �F4a -------v, N 53304 . . 3 ._ ` �r€. ,€ ' ,, ,. ' X133. Pa Duct Size Preview Room or 1 Minimum Maximum! Rough.t Design SP Duct Duct! Ht CI I Act. € Duct Duct Name (Source j Velocity Velocity; Factor U100 Loss Velocity Length Flow Flow Flow I Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 450 750 0.01 0.1 469.1 276 I s.' 368 4--6 2-Main Level Built-In 450 750 0.01 0.1 490.8 444 771 8 6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 804.3 720 ' ., 1,139 12x17 Summary System 1 Heating Flow: 720 Cooling Flow: 1139 C:\Users\slykke\Desktop\Syring Residents.rh9 Wednesday, June 14, 2017, 12:18 PM • RhYat. Re •• LJ fiComm !a a AC Lo 16 [ ' ` r 'e velop: @nt Inc. 1111 a ` l ' l 5if Hmm Lake,' N& 1ea e, ' -;;;,—;:sip , u - 'l `- :v . aPagel Detailed Room Loads - Room I - Lower Level (Average Load Procedure) = s Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,940.0 sq.ft. Supply Air: 368 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 15,520 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 27 CFM Runout Air: 92 CFM Percent of Supply.: 7 % Runout Duct Size: 6 in. Actual Summer Vent.: 23 CFM Runout Air Velocity: 469 ft./min. Percent of Supply: 6 % Runout Air Velocity: 469 ft./min. Actual Winter Infil.: 52 CFM Actual Loss: 0.137 in.wg./100 ft. Actual Summer Infil.: 42 CFM ar ,, '�€ �.,. ��� +SPF 14;J:i;•?.-L-1- ' ''''.7,------. -` - �[ ,6 ;°% 14 kserfit o N -Wall-15B0-10sf-8 50 X 8 400 0.050 4.3 1,700 0.0 0 0 E-Wall-1580-10sf-8 44 X 8 352 0.050 4.3 1,496 0.0 0 0 S-Wall-12F-Obw 50 X 8 324.4 0.065 5.5 1,792 0.6 0 181 W-Wall-12F-0bw 44 X 8 327.4 0.065 5.5 1,809 0.6 0 183 S-Gls-4a shgc-0.34 0%S 27.1 0.320 27.2 736 19.6 0 531 S-GIs-4agdoor shgc-0.34 0%S 42 0.320 27.2 1,142 19.6 0 825 S-Gls-4a shgc-0.34 0%S 6.6 0.320 27.2 178 19.7 0 129 W-GIs-4a shgc-0.34 0%S (2) 24.6 0.320 27.2 670 35.9 0 884 Floor-21A-20 1 X 1940 1940 0.027 2.3....... --_ 4,452 ......... 0.0 0 0 Subtotals for Structure: 13,975 0 2,733 Infil.: Win.: 52.2, Sum.: 42.4 752 6.302 4,739 0.782 983 588 Ductwork: 590 0 AED Excursion: 179 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 1,200 2,200 Lighting: __.. 500 1,705... Room Totals: 19,304 2,583 7,865 C:\Users\slykke\Desktop\Syring Residents.rh9 Wednesday, June 14, 2017, 12:18 PM �0 do 1 , the +Loads.... e mI an,,€ f 9fkwar **104 °ttlfi fJttc ' '1 �[€„ l - iii N 55304 .LLI•P=LLL:� - . L _71�. ,€E, . . %.r-Le .ate L, , .. Pag= Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,940.0 sq.ft. Supply Air: 771 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 17,460 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 8 Actual Winter Vent.: 43 CFM Runout Air: 96 CFM Percent of Supply.: 6 % Runout Duct Size: 6 in. Actual Summer Vent.: 47 CFM Runout Air Velocity: 491 ft./min. Percent of Supply: 6 % Runout Air Velocity: 491 ft./min. Actual Winter Infil.: 118 CFM Actual Loss: 0.150 in.wg./100 ft. Actual Summer Infil.: 95 CFM �y .w� . '� i3i €..€ E I�ll F €3 X311040 Ili' € � � i€ € M 4§NIt01€1,--1€ N -Wall-12F-Obw 50 X 9 381.5 0.065 5.5 2,108 0.6 0 213 E-Wall-12F-0bw 44 X 9 383.5 0.065 5.5 2,119 0.6 0 214 S-Wall-12F-Obw 50 X 9 318.4 0.065 5.5 1,759 0.6 0 178 W-Wall-12F-0bw 44 X 9 327.7 0.065 5.5 1,811 0.6 0 183 N -Door-11 G 3 X 7 21 0.540 45.9 964 13.0 0 272 N -Door-11 N 3 X 7 21 0.350 29.8 625 8.4 0 176 N -Gls-4a shgc-0.34 100%S (3) 19.5 0.320 27.2 531 10.6 0 207 N -Gls-4a shgc-0.34 100%S 7 0.320 27.2 190 10.6 0 74 E-GIs-4a shgc-0.34 0%S 12.5 0.320 27.2 341 36.0 0 451 S-GIs-4agdoor shgc-0.34 0%S 64 0.320 27.2 1,741 19.6 0 1,257 S-Gls-4a shgc-0.34 0%S (2) 41 0.320 27.2 1,116 19.7 0 806 S-GIs-4a shgc-0.34 0%S (2) 16 0.320 27.2 436 19.6 0 314 S-GIs-4a shgc-0.34 0%S 10.6 0.320 27.2 287 19.6 0 207 W-GIs-4a shgc-0.34 0%S (2) 28.7 0.320 27.2 780 36.0 0 1,032 W-Gls-4a shgc-0.34 0%S 10.6 0.320 27.2 287 36.0 0 380 W-Gls-4a shgc-0.34 0%S (2) 23 0.320 27.2 626 35.9 0 826 W-GIs-4a shgc-0.34 0%S 6 0.320 27.2 163 36.0 0 216 UP-Ceil-16B-44 1.940X 1 1940 0.022... 1.9........ 3,628 ......... 1.1 0 2,049... Subtotals for Structure: 19,512 0 9,055 Infil.: Win.: 117.5, Sum.: 95.3 1,692 6.303 10,664 0.781 2,211 1,322 Ductwork: 952 0 AED Excursion: 374 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 2,200 3,200 Lighting: _..__ 600 2,046.... Room Totals: 31,128 4,811 16,457 C:\Users\slykke\Desktop\Syring Residents.rh9 Wednesday, June 14, 2017, 12:18 PM Rtf Air 'r to gi Ligh Ca is i4YAC�.a __ € v w '1114(1414� Blopl 'nt tn4` n 'r ut4 — 3 t [ € 3 Hata Lake *wt t.114 _ €, g System 1 Room Load Summary No Na ---Zone 1--- 1 Lower Level 1,940 19,304 276 4-6 469 7,865 2,583 368 368 2 Main Level 1,940 31,128 444 8-6 491 16,457 4,811.._...... 771 771 Ventilation 6,350 971 1,624 Humidification 3,345 Return Duct 1,542 0 0 System 1 total 3,880 ........_61,669 720 25,293 9,018......._ 1,1.39 1,139 System 1 Main Trunk Size: 12x17 in. Velocity: 804 ft./min Loss per 100 ft.: 0.091 in.wg 4_* tem-Nv . EI€, ': �-., 3.331ui.3.',...331 .. x.i�il. _ _ ..trr.,i :F .I' .(.. {.. f * Taa !«` �baling �� m �� i 3 � i /'� ".3 }E Tans .3,-Eft :.Big Net Required: 2.86 74%/26% 25,293 9,018 34,311 Recommended: 3.01 75%/25% 27,055 9,018 36,073 Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\slykke\Desktop\Syring Residents.rh9 Wednesday, June 14, 2017, 12:18 PM 1101ktilitrAl he -Tut num ru Inv HEATING,COOLING c PLUMBING Ventilation, Makeup and Combustion Air 'Crewing Ct ,i e SinceMS Calculations Submittal Form For New 16411 ABERDEEN ST NE,HAM LAKE,MN 55304 Dwellings Site address Syring Residents Date 6/14/17 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— 3880 Total required ventilation 140 finished or unfinished) Number of bedrooms 3 Continuous ventilation 70 Directions -Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. 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 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x(number of bedrooms+ 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) 03alanced,HRV(Heat Recovery Ventilator)or ERV(Energy E3xhaust 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: High cfm: Continuous fan rating in cfm(capacity must not exceed midtap82 150 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 BROAN HRV 150S 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 Section E Make-up air p Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) ✓D 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 IMC 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 D 1 0.15 0.09 0.06 0.03 a)pressure factor(cfm/sf) b)conditioned floor area(sf) 3880 (including unfinished basements) Estimated House Infiltration(cfm): 582 [lax 1b] 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); Kitchen hood typically(not applicable 240 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); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 582 above) Makeup Air Quantity(cfm); -207 [3a—3b](if value is negative,no 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 D 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—135 62—83 8 Passive opening 318—419 196—258 136—179 84—110 9 w/motorized 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 0 Not required per mechanical code(No atmospheric or power vented appliances) 0 Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6"INSULATED FLEX 0 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 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 E-1--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: ElDraft Hood QFan Assisted Q✓ Direct Vent Input: 80000 Btu/hr or Power Vent Water Heater: Ebraft Hood ED Fan Assisted Ebirect Vent Input: 55000 Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 1920 ft3 Lx W x H 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 E-1 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 E-1 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 E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 4125 + = 4125 TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 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=1920 /4125 =.46 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1 - .46 =.54 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(CAOA):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.54 =9.8 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 J Minimum CAOA= 3.5 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 IFGC Appendix E,Table E-1 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 2,750 -` 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 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 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 /L/gf) City Inspection Dept. Copy City Forester Copy Clty of Eapll 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 5 Block Number 1 Address 1031 Wescott Court Builder Gonyea Homes Phone Number: 612-952-7601 Contact: Gordy Jandro or Bill Winter Tree Protection Requirements: X Tree Protection Fencing Installed on Site (Erosion tubes) X 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: Eight Category A trees. One(1) Northwood Red Maple tree, and one Autumn Blaze maple tree in front yard area, and five (5) Black Hills Spruce trees, and one (1) Autumn Blaze Maple tree in the back yard/property line area. Mitigation trees are to be Category A trees (>=4.0" caliper deciduous trees or>= 12' hgt coniferous trees), per approved TreetAitigatinn Plan 4 Attachments: EAGAN FORESTRY DIVISION X Yes (Refer to atREWEDdetails No BY Jo' Additional Notes: DATE f•-2 ✓ 17 H\ghove\2017fiIe\treepres\Tree Preservation Plan Willow Ridge.Lot 5 Block 1 I * IIIMPIPAiiIr / O ( � -.4r... � -"i.. ...dc_ f ::*.t::.. 1 t !I • 1 -�1-\ 11.x. _.IL _siL -ILL ,':'•td:011.4 1 —� „ I \ '/.. 4 ' TtiAr1` U Int ' /k17 ' r , - r IL JJ ' ._1,IL _u_ _ILL. / --L'/t1 7b�j!' X::% �� ) \ / 96 r '- I i ...a_L1h. ! !i: // • I 1 • fps \Stil,f yyg./..4 _k SIIL, 1.1.14./ - 661 , l / t WETLAND :'.:.:.:.:-::::.:N.:-:...:.:.:-:.•,..:.:.....• • , / -1 b_ �,_ i_ „_ �_ F �.::f: ^x. 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' :.\ :::d►�.: :.i:::i::i:il ji':::::c::::::::: Lot oreo a 31908 SF Construction Notoo: (893.7) House moo2590 SF 1.Install rock construction entrance. Porch ar eo a 100 SF 2 Install silt tense a needed fore control. Sidewalkarea w 40 SF 3. Sidewalks shall drain away from house o minimum of 1.0X Dr'rvewoy moo- 883 SF 4. Controclor must verify drivewoy design. Total Impervious Areo=3713 SF 5. Contractor must verify service elevation prior to --_ pp,, Impervious Coverage= 11.6X construction. ,tl68o,.. Building coverage area a 8.4 5 6. Add or remove foundation ledge os required. 'y® Denotes Iron pipe O ��e� If Denotes service ® Denotes television bas Lowest floor elevation per grading plan :901.5 ® Denotes Nectrie bets - ID Denotes telephone bar -.-• HO0._.sle,� ti (Proposed)/As-bull( 5 000.00 Denotes minting aeration 133 (000.00) Denotes proposed Comm"an es lowest Floor Elevation ;(902.0) / Dmel•s drainege Coo eiraetim Top Of Foundation Elev. ;(919.7) / A Denotes spike EGoroge Slob Elev.0 Door:(910.0) / Denotes tree to be'meet deet loco prvpvsed retvbiing well q end bunt by othr4 (Bg6 J) - 0 1 .�'............. rr M /; 4 5 r7 M f/ N / :s. v 7r w . ' s �s L't eQ t� `iWETLAND 2 / rr • � �/ L7 HWL= 895.7 rf • / Se Atter / I _Edge of wetland / 1 5 �s'•• per grading plon ry /• / /.. • .••••"'...' �^` r am'r / ) Scale: 1• = 20° /I • r h / /J // ` • N89e56'0B"E 64.74 / / ` Bid • \; 1`' / Benchmark: 1we 8080 h�' '✓ op of spike boon s9e.o // w'9ai� roa.e t.-(9Dao� •i -emotion 898.61 at vacant V) E,rw-r,., x bwa(eg8.v / r • 1 jry / / ..irr .. :8..�.■..�• >.e �.,Cne.s Iw fiD20 O w�yo /Sr:•eno.e + �o it .jit oto e.=Iw2.o) N 0 451' ss Q sols x i vi % 'Or' � i 5-3 Z 1 x em.a `+\ r I00.1 9M5 x 1 •••'° • • •� t- „sex 44.17 x . y, X (910.0)(99q.B) X 90. s nl • '•.•'•�• 1 906.9 Tres y lass ,p•''•• preelection II d. o n u,,„,..,1.1 per grading plo m x $ x s xr 3. a _ d • 0o g m x.,___. 7.7X800 0 �' 5 •-s 11,83 ' g:11pp 1 x 901., to -, ex l IT X-'" � yY X / o ew.e ) 000.9 9.01 w1.] I o (907.1 - n IFt m 0 .>, / % 901.: •• a 9 x 1 ca .00 m o'y m /IS og / x Sou ` s 9a6] LI,- x 909.1 / ••. •, sal.: �'°/`�e2 "1-717-4"-iii, r.7 x 33.50 A o / / l - // x9,: ��� ap.o was�1II'II 9oe: < 20.50/ 1 x 909.0 .10 a x was x sone t o w7.0 O / i L- O X904.0 x% 90e9x 0 '••••� J ® `� ''``� • It to - --o0.eH'---{0 9oa] o, �03n ® app O GQU Si` (801.0) X99�� 56.00 (909:0) v 26.97 :--4.- . ods 1y0.��00 O 'spas 901.] 71/ \k / •)15 _J ��0� vl 90.94 e ,76 ;q n / .Y Benchmark' �. •092c s._ top of spice i Not Graded uniting elevation 906.70 House General Notes: I.Grading Dlon by AWANT lost doted 6-22-I6 wee used to determine Benchmark proposed elevations shown herein. We hereby certify to McDonald mete Construction Inc that this survey.plop Top Nut Hydrant 2. This survey does not purport to dhow improvements or enaroacnmente, or re was prepared by ms or under my direct supervision,and that Lots 3-4 Block 1 I om o duly licensed Land Surveyor under the lows of the State Cl Elevation 910.48 except as shown, os surveyed by me or under my direct Supervision. 3.Proposed butdtng dimensions shown ore far horizontal location of structures Minnesota,doted 06/14/17. on the lot only.Contoct builder prior to construction for approved construction c� 4.ops. Signed: i eer�ineering,P.A. Rcri.iwlc 4.No specific soils investigation hos been performed on this lot by the surveyor. (,(//// 1306.x417 sole bone The suitoblity of soils to support the specific house proposed Is not the it 1.u•11 e,•,eb oh.sei e9 responsibility or the surveyor. BY: 1107.1}II AewY<9mre 5.This certificate does not purport to show easements other than those shown Peter J.How Inson. &pion and Surveyor on the recorded plot. Minnesota License No. 42299 emoil-phowklnsoneploneereng.cone 6.Bearings shown ore booed on an assumed datum. PISlVEE Lot 9e Block ,, .P...�.,,.,a ,.,,e„,.tim ?,gPA wlLLow RIDGE AT wEscor. • Certificate of Survey for: according to the recorded plat thereof 24222 Enterprise Drive Ph:16511681-19t4 Dakoto County, Minnesota McDonald Construction Inc Mendoo Heights,MN 351211 r :(0)1)ND-94gg 7601 14$Ih St W www.ptoneentagcevo Address: Wescott Court, Eagan, Minnesota Apple Valley,MN 351247599 Project e:117016003 Polder•;9056 Dawn Fy:TRP House Model: Spec devotion: N/A Phone:(952)432-7601(Fax:(932)432-1368 _. Buyer: S5eing • 0 Pioneer Engineering - -_ LOT SURVEY CHECKLIST FOR RESIDENTIAL /4L/5-- ISA4- --., BUILDING PERMIT APPLICATION PROPERTY LEGAL: 8/Q�k �� &a/kJP.,-dqe. ez zde,scA. DATE OF SURVEY: 1//54/i'7 LATEST REVISION: m m c ns .c U a O z Q DOCUMENT STANDARDS , 1 ❑ ❑ • Registered Land Surveyor signature and company ,,E7 0 ❑ • Building Permit Applicant ,EI 0 ❑ • Legal description ,In 0 ❑ • Address ❑ ❑ • North arrow and scale frr ❑ ❑ • House type(rambler,walkout,split w/o, split entry, lookout,etc.) ,g1 0 ❑ • Directional drainage arrows with slope/gradient% ,El ❑ ❑ • Proposed/existing sewer and water services&invert elevation ,el ❑ ❑ • Street name /1 0 0 • Driveway(grade&width-in RNV and back of curb,22' max.) ,E ❑ ❑ • Lot Square Footage / ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ 0 • Property corners ..' ❑ ❑ • Top of curb at the driveway and property line extensions ,ef ❑ ❑ • Elevations of any existing adjacent homes • ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches /8' ❑ ❑ • Waterways(pond, stream, etc.) Proposed A ❑ ❑ • Garage floor )2° ❑ ❑ • Basement floor ,ra° ❑ ❑ • Lowest exposed elevation (walkout/window) 0 ❑ • Property corners ,! ❑ 0 • Front and rear of home at the foundation Y 6 • PRV Required PONDING AREA(if applicable) )2( ❑ ❑ • Easement line )2' ❑ ❑ • NWL A' ❑ ❑ • HWL f( ❑ ❑ • Pond#designation ❑ ,V ❑ • Emergency Overflow Elevation .../12' ❑ ❑ • Pond/Wetland buffer delineation Y ® • Shoreland Zoning Overlay District Y 6 • Conservation Easements DIMENSIONS tee" ❑ 0 • Lot lines/Bearings&dimensions ,,e' ❑ ❑ • Right-of-way and street width (to back of curb) SPI 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 ;3" 0 ❑ • Setbacks of proposed structure and • setback of adjacent existing structures �0'' ❑ ❑ • Retaining wall requirements: Reviewed By ,: Date 7/6.7 G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev. 11-16-16 /0' / 61)e .o)---1- C'--f - iyys ,. U Lot area = 31908 SF Construction Notes: .. House area = 2590 SF 1. Install rock construction entrance. (893.7) Porch area = 100 SF 2. Install silt fence as needed for erosion control. Sidewalk area = 40 SF 3. Sidewalks shall drain away from house a minimum of 1.0%. Driveway area = 983 SF 4. Contractor must verify driveway design. Total Impervious Area = 3713 SF 5. Contractor must verify service elevation prior to Impervious Coverage = 11.6% construction. N680 Building coverage area = 8.4 % 6. Add or remove foundation ledge as required. 48'�W • Denotes iron pipe 36° Denotes service n Denotes television box Lowest floor elevation per grading plan :901.5 • Denotes electric box ❑. Denotes telephone box House elevations (Pr000sed) / As-built X 000.00 Denotes existing elevation is Lowest Floor Elevation ( 000.00 ) Denotes proposed elevation 3, ^6 :(902.0) / "- Denotes drainage flow direction Top Of Foundation Elev. :(910.7) / A Denotes spike Garage Slab Elev. ® Door :(910.0) / �. A GDenotes tree to be saved 3 1 Maximum Slopes or Retaining Wall WIN ...•11 sED Be Required _mai 1e96 S> Date: -7 -3 / - /7 Eagan Building inspections Division 'I({LQ%' /1/5 �'t�" ,�CSN ' ..:::,,,.............. � • c.s,o • - 4116 // . N By IEWEDW // / Date 7/ 13WETLAND 2 / • • / EAGAN ENGINEERING DEPT. HWL= 895.7 / / •: • / / \ No / / 0p �� / 0' 10' 20' n / 1 5 z : Il Edge of wetland /' ^� / 1 Z•• _` �� per grading plan /�_ - / // 11 Scale: 1" = 20' -�__ •��� j Lo' / \ (901.0) / ��� / • �____- /�� / 1 // / 1 • / 1 ;N/ 89°56'08"E 64.74 / / / / 1 // Benchmark: ^DLh top of spike tw=(898.o)`) / w= 902 89• / elevation = 898.61 • Vacant bw=(898.0) / .y-(902.10' 896.8 tw=(902.0) / :1 �� 8...9 X. bwE• -•:.0) bw= 898.0 �� / Jl i a*.* r...Y4r�• 898.6 tw=(902.0) 1 PO 897.8 • M c� k•:=88 X 697.3 / 1�:.•• /bw=(902.0) \ N 0 °Q�h • /,• 897.8 00 I o 1• \ N O <01/898.6 ".• 901.0 X `w / I • 1 Z X 901.2 \ / I • • 90816 �.�••899.2 1901.0 • 903.1 •• •• (910.0) (908.8) X 9' 8 901.5 7K , 901.2 x 900.9 x 44.17.:77 905.X �I ••‘.••• •�x•':. 1 906.6 (2) • :. X 90 .1 Oil _- / 1 0 X 901.2 / 907.3 O v 011 • Y 1 / / / I 906.1 :.•• ..7•'•• Treeergrad ng Iplan on imits 1 I 900.9 / 8sock907.1-y ^ C‘i x '01.2 X 1.6 t a \ X 4 O// ` x ••1.1 o) .N N 3 0 - I 1 901.0 .0 a0 0/m x 08.1 /K a _K 907.7 x 909.0 1 5 0 = /908.2/11.83'7` J o ' X901.1 ✓� 2.6Xi d X9�7.3i X 90 X / / l' ,•' 908.1 / o' 909.0 (907.1) - • / tc O 5 9.00 ?K/901.3 o m ^ T / X+08. 907.2 900.9 0 o vol c / X 902 + X ••0.7 'Ln 6.7 2.00 v p> / X 907.8 ' X 906.4 v ,;' }FK 908.3 0_� X 909.1 / •_ 901.2 X i / f /8.3 � / 9.00 00.9 / 33.50 / o � I - / x Sae .�I �0- 5 .7 A SJIFc.D 1 909.7 20.50" x 909.0/ y ,+ 900.8 X08.4 / o Nr Q� 900.oX 900.8 X 900.8 I 0 907.0 Ot 908.8 0 I ��, + // \�\ L - - - - - 10 X904.0 X I x 01 O G� 900.8 O cri- 908.3 J' O I s ❑T ],g(�y00 O •\J 1 898.1 �Lr) - I X 905.9 Y _ ..-n- •-J h�• O 1 901.6 908.7 ', �� O SI (901.0) �<gg 56.00 (909.0) 26.97 908.5 to- r.0 4). O'` 05 908.707.8 , 5i°7 7Y (' 900.3 901.3 Sv 0 ^ 908.9 909.9 ^ N �•' _ ` �r Benchmark: v- o °` C.3 top of spike I x•07.6 ..o °99.2 8 Existing o elevation = 908.70 b Not Graded House • General Notes: Benchmark: 1. Grading plan by ALLIANT last dated 6-22-16 was used to determine We hereby certify to McDonald Construction Inc that this survey, plan Top Nut Hydrant proposed elevations shown herein. or report was prepared by me or under my direct supervision, and that Lots 3-4 Block 1 2. This survey does not purport to show improvements or encroachments, I am a duly licensed Land Surveyor under the laws of the State of Elevation = 910.48 except as shown, as surveyed by me or under my direct supervision. Minnesota, dated 06/14/17. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: io eer En ineering, P.A. Revisions: 1.)06-30-17 Stake house 4. Na specific soils investigation has been performed on this lot by the surveyor. 2.)7-12-17 move house per client The suitability of soils to support the specific house proposed is not the 3.)07-13-17 Re-stake house responsibility of the surveyor. BY: _ 5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, rofessional Land Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinson@pioneereng.com 6. Bearings shown are based on an assumed datum. PIZNEERLot 5, Block 1, PA. WILLOW RIDGE AT WESCOTT Certificate of Survey for: CI VII.ANGINFERS LAND PLANNERS (.AND SURVEYORS LANDSCAPE ARCHITECTS according to the recorded plat thereof McDonald Construction Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota hei Mendota ghts,MN 55120 Fax:(651)681-9488 /0i/ 7601 145th St W www.pioneereng.com Address: Wescott Court, Eagan, Minnesota Apple Valley,MN 55124-7599 House Model: Spec Elevation: N/A Phone:(952)432-7601/Fax:(952)432-1368 Project#:11 7016003 Folder#:8056 Drawn by:TRP Buyer: Syring ©Pioneer Engineering Use BLUE or BLACK Ink 11=or Office use O\F E� I A; : i ; y f Permit#,.. /-/((/ Q ot .,� �: II Q- 00 I Permit Fee. °gtrsw�o 1 Date Received: I I Staff: 3830 Pilot Knob Road I Eagan MN 55122 t�.___®__ Phone:(651)675-5675 I buildinginspections@citvofeagan.com 2017 MECHANICAL PERMIT APPLICATION ElPlease submit two(2)sets of plans with all commercial applications. Date: 11/17/17 Site Address: 1031 WESCOTT COURT EAGAN Tenant: Suite#: Resident/Owner Name: MCDONALD CONSTRUCTION Phone: 952-432-7601 Address t City t zip: 7601 145TH ST APPLE VALLEY MN 55124 Name:MAJOR MECHANICAL License rt: MB003313 11201 86TH AV N MAPLE GROVE Contractor. Address: City: State: MN zip: 55359 Phone:763-424-66$0 Contact: JONATHAN Email: JONATHAN a@MAJORMECH.COM X New Replacement Additional Alteration Demolition INELOOR/INSLAB RADIANT TUBING INSTALLATION C�'47 Type of Work" Description of work: __ ^NOTE:Roof mounted and ground"mounted mechanical equipment is reqto screened by City Code. Please contact the Mechanical Inspector for Information ora"permitteduired screening methods. RESIDENTIAL COMMERCIAL Furnace New Construction ®Interior Improvement Air Conditioner Install Piping _'Processed Permit Type p Air Exchanger Gas Exterior HVAC Unit eat Pump Under/Above ground Tank (®Instant_Remove) Other RADIANT TUBING RESIDENTIAL FEES $60,00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge = 1°0.00$ TOTAL:FEE COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum $75.00 Underground tank instailationtremoval,includes State Surcharge .$ Permit,Fee _$ Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge $ TOTAL FEE 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 v,Www,cityofeactan.cosn/subscribe. I hereby acknowledge that this information is complete and accurate; that the work wilt 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 l with the approved plan in the case of work which requires a review and approval of plans: x Alt,"` \&,'1 O 0 A. x ;----C ^-- �' --_ Applicant's Printed Name Ap sJii ant`s Signature FOR OFFICE USE Required Inspection r , / Reviewed By: Date: Underground Rough In Air Test Gas Service Test In-floor Heat/I____\_Final HVAC Screening _ z 01 0 —r�---, --c ,: ir--,,-L / 1 n n 1 El ___ n n a , ‘.... 4 . n ID Z /-1 � m o 3 N / O- C e J- O. ^ N O C - (T y C J - O▪ o, v1 �1 m n O A N n S E \J") CD I p 1 ON , 3, Cl _ mo R'Cy 9 ..7 co G i, /. co A C AEr c m A -70m Q o. N A o v \J \..J u U U `.J LJ `J \J U \/ V c) 5- 'V c r - v n o ° m0 0 0o y , 0 y co; o _ - r � 3 m 0. 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N aw r 3Nll lltlb�� u ¢ U3od ((13-9) E 1 (13 9) -i� ¢ p° ,.; } __} -- 1. z p OA s) (139) z L,' 1 x PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA147684 Date Issued:01/25/2018 Permit Category:ePermit Site Address: 1031 Wescott Ct Lot:5 Block: 1 Addition: Willow Ridge At Wescott PID:10-84435-01-050 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Mcdonald Construction Inc 7601 - 145th St W Apple Valley MN 55124 Taplin Soft Water Inc 10977 101st Place N Maple Grove MN 55369 (651) 730-9700 Applicant/Permitee: Signature Issued By: Signature .*" City of Eag,all Address: 1031 Wescott Ct Permit#: 144533 The following items were/were not completed at the Final Inspection on: Z Complete Incomplete Comments Final grade - 6"from siding Permanent steps — Garage Permanent steps— Main Entry �( Permanent Driveway Zge/ifePermanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn )/ C 772 1+ (ID'12-Q 5 c Trail / Curb Damage --- Porch Lower Level Finish Deck Fireplace`4 / / R • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists a _____________--- -- for --- for office Lisa I " a ' Permit : E ,. ... , „. ,, „.... ..., Permit Fee: .0 C%�' & N Date Received:--� r'/:-/e 3830 PILOT KNOB ROAD 1 EAGAN,MN 55122-1810 r< C 1l VE ) ( 651)$75-5675 i TOC}:(651)454-6535 I FAX:(651)675-5694' I Staff: `R i------- drys, ctioosr tit.ofea•ara< MAR X2018 L____,...,-... ._-------. 2018 RESIDENTIAL BUILDING ING PERMIT APPLICATION at+3: Site +addre �: /03/ C ir nit : ; ' 8t .. p, C � � o!' (a,ir � 'o Applicant is: Owner Contractor ,. y Descripti DO NOT WRITE BELOW THIS LINE /�� '� / /qe-Lir SUB TYPES /C / t/p 6.—C(Tf- C...-I- . 3-Season — Foundation _ Fireplace Porch ( ) _ 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 — New — Interior Improvement Siding _ Addition — Demolish Building* _ 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 AmyOccupancy 740// MCES System Plan Review Code Edition P/e" SAC Units (25% 100% Zoning 71•/S' City Water Census Code 6'3 4' Stories Booster Pump #of Units / Square Feet PRV #of Buildings i Len___yl Width th _ Fire Suppression Required Type of Construction _ REQUIRED INSPECTIONS Footings (New Building) Meter Size: /0Footings (Deck) Final I C.O. Required Footings (Addition) Final I No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof: Ice &Water Final Pool: Footings Air/Gas Tests Final Framing Drain Tile Fireplace: Rough In Air Test Final Siding: Stucco Lath —SBrick Insulation — tone Lath 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 Base Fee 7a 7l. Surcharge Plan Review 7 91-- MCES SAC City SAC • Utility Connection Charge S&W Permit& Surcharge Treatment Plant I' Copies TOTAL Page 2 of 3 v0 ', LC a N N h V v A 7 7 M X 18 •c.,2,�, 3; : N N uO O O Au L a a '^ r^ '^ 'I a o U & L., v N N 1'3L O O O .\ ....... 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