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1027 Wescott Ct r • ` Lc/ q, 0.76 Use BLUE or BLACK Ink /�°_°° For Office Use �j a�L ��� �.�'C.tiof Eaa� / � , -� , �j/� / Permit Fee: / i LS�./6, 3830 Pilot Knob Road /01.6 q-0,/6, i Eagan MN 55122 JUL 1 di� � Date Received: "7- 1- Phone: (651)675-5675 Fax: (651)675-5694 `y �\ 2017 Staff: 50/ RESIDENT AL BUILDING PERMIT APPLICATION Date: 1"I` ii Site Address: 1021 Unit#: Name: Nv, - fl i (Z\6‘46r 4— F 1 1ZioeEh Phone: Resident/ Owner Address/City/Zip: Applicant is: Owner X. Contractor ,OT , j /0(,-,4" / 1 �'//7 Description of work: �vev.� Cdr.)S CN �1 N- •s. i i 1. ' Type ©f Work - ® . Construction Cost: SOO Multi-Family Building: (Yes /No `V ) Company: L Ala CpvJs Cb - ontact: CN.td. ` 10)-4\JC G Contractor Address: 11�C t Iy 5 C"'S • k./..) city: ke State: MIs) Zip: 55i 2.4 Phone:951-432-160k Email: COf6� .rACC(A14.1'44C0i-SSVUCV614.kOAfrl License#: 0002376 Lead Certificate#: If the project is exempt from lead certification, please explain why: Cor3SAIL,C_4(El ��.--, 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: (/) p� 1/Lt tob,f Phone: /�' 7D/ " g() 74 Mechanical Contractor: (4l e aC-I / -lie`�E-- 1 I Phone: �� J 7 —� Sewer&Water Contractor: j i I6 C"�Ccglfet-i`etcl Phone: 61 " 119c . Fire Suppression Contractor: Phone: NOTE:Plans Plans;.--an42supportingdocumentilhet you submit are ColitIdered tole public information Peons o/ the informationmayFbe classified as non-public if you providetspecific reasons that would Permit theCity,t a conclude that the ,are tradeecre s CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x -41P 4 /<'ti-' Applicant's PrintetHgame Applicant's `d gnatOr �"' Page 1 of 3 � 9 — CCl/ DO NOT WRITE BELOW THIS LINE /`/ i i SUB TYPES Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) Ingle 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 XNew _ 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 .33(N- Valuation Occupancy I,tc,,,i- MCES System Plan Review Code Edition ri SAC Units (25%_ 100%X) Zoning �� City Water Census Code StoriesI Booster Pump #of Units Square Feet )._ PRV #of Buildings LengthFire Suppression Required Type of Construction V/6 Width S9 I REQUIRED INSPECTIONS CCJJ 7(. Footings (New Building) Meter Size: Footings (Deck) 2c Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation X Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice & ater Final Pool: _Footings _Air/Gas Tests _Final Framing 30 Minutes )C 1 Hour Drain Tile r..„, Fireplace: Rough In 7( Air Test x Final Siding: _Stucco Lath Lath Brick_EFIS yc Insulation Windows Sheathing Retaining Wall: Footings Backfill Final 2( Sheetrock 7<, Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: 11/ , Building Inspector RESIDENTIAL FEES ho-c6, tf rim •-7 f/Y ?( (6i)12-- 1219-7 Base Feel `� Surcharge a- (1. [/ ` W f 9 ---9/ 00, 11 Plan Review ,� MCES SAC r: k Arl2J IV� 9A /31CiSAC 9l 1(1 Utility Connection Charge (if cy ! L r ' f S&W Permit& Surcharge ` f ;a Treatment Plant liv I („ 7 �✓ '" 3r Copies l.� `� TOTAL 1 /Z D X ) '�' CI':1,t4 age2of3 if 0 3 NL/g'/)/ New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Posi panel. Place your Mailing Address of the Dwelling or Dwelling Unit City Io"o here 1027 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) N�uve tvvr+n+au ai+v;ruunarue+er o a+ or other system monitoring c .lnwfnn 1 N d HN Location(or future location)of Fan: o. ° m -o o .3) Q m m a+ a) N C ` T Insulation Location t ° Z ° m v O LL w y o o+ rn E m Fptan p a o +00 � rn rn - E z it u- u_ Fe re Other Please Describe Here Below Entire Slab Foundation Wall io 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 49 X 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: 0.32 X Not applicable,all ducts located in conditioned space _ Solar Heat Gain Coefficient(SHGC): 0.34 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 912SC48100 RG2PV50T6N BA13NA036 Describe: Input in 100,000 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 IEER Heating Loss Heating Gain Cooling Load Residential Load Calculatit77 551 21,711 30,233 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 /11Kqi AID -1311111.110w/WV VW HEr1TtNG,COOLING c LUMBI40 Ventilation Makeupand Combustion Air 'Cre47filigGlom Comfort'Since I9S5 CalculationsSubmittal Form For New 16411 ABERDEEN ST NE,HAM.LAKE,MN 55304 wellings. Site address Smith Residents Date 5117/2017 Contractor Mlcdonald 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— 4334 Total required ventilation 150 finished or unfinished) Number of bedrooms 3 Continuous ventilation 75 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 130/65 145/73 160/80 175/88 190/95 205/103 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) Ckalanced,HRV(Heat Recovery Ventilator)or ERV(Energy rifxhaust 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 La 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 ER V'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 Mach.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 FIRV is to be installed, describe how it will be installed. If 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 Er Passive (determined from calculations from Table 501.3.1) Ej Powered(determined from calculations from Table 501.3.1) El Interlocked with exhaust device(determined from calculation from Table 501.3.1) ED 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. a)pressure factor(cfmisf) 0,15 0.09 0.06 0.03 b)conditioned floor area(sf) (including unfinished basements) 4334 Estimated House Infiltration(cfm): (lax 1131 650 2.Exhaust Capacity a)continuous exhaust-only N/A ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfrn) 135 135 135 135 c)80%of largest exhaust rating(cfm), Kitchen hood typically(not applicable 280 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+2d] 415 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 415 • b)estimated house infiltration(from above) 650 Makeup Air Quantity(cfm); [3a—3b](if value is negative,no -235 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 1 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 E Not required per mechanical code(No atmospheric or power vented appliances) n Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6"INSULATED FLEX ED 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 El (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 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: C.,:braft Hood EjFan Assisted EDO i r e et VentInput: 100000 Btu/hr or Power Vent Water Heater: E2Praft Hood Fan Assisted E3irect 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: 2176 ft3 LxWxH L W H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table El for use with Method Lib(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) da.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) 000 Total Btu/hr input of all fan-assisted and power vent appliances Input: 55, Btu/hr Use Fan Assisted Appliances column in Table El to find RVFA: 4125 ft?' 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: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV) RVFA+RVNDA TRV= 4125 + 4125 TRV ft: 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' 2176 2176 ,4125 _.52 - Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio .52 _.48 RF=1- -- Step 7:Calculate single outdoor opening as if all combustion air is from outside.Total Btu/hr input of all Combustion Appliances in the same CAS Input: 55000 Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA=55000 I 3000 Btu/hr per in2=18-3 in2 Step 8:Calculate Minimum CAOA: Minimum CAOA CAOA multiplied by RF Miniinum CAOA=18.3 x.48 8.7 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 Minimum CAOA= 3.3 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 • 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(eu 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 2,2501,125 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 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 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 17,2508,625 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 into be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. 6 . i i HVAC Load Calculations for Mcdonald Contruction Smith Residents , 6 , , , ,,, ,,, , 4, El . ...., „ . ...... REsit,..,...n.i. R.IVAC .,. • HVAC LOADS Prepared By: Samantha Lykke Air Mechanical Inc 16411 Aberdeen St NE Ham Lake,MN 55304 Wednesday, May 17,2017 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. .... Rhvac-Residential&Light iziniinerslai VAC Leads Pito software De8101cOment,inc. Air Mechanical Inc. Ham Lake,MN 55304 - Page-2 Project Report r ;mita(Project 16toffisTitirii ,E77:71,:c7fti:-R;;;SL Project Title: Project Date: Wednesday, May 17,2017 Client Name: Mcdonald Contruction Client Address: Smith Residents Company Name: Air Mechanical Inc Company Representative: Samantha Lykke Company Address: 16411 Aberdeen St NE Company City: Ham Lake, MN 55304 ritsii Data , Zetv "*.i.;•41%. 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 Pry Bulb Difference Winter: -15 -12,38 nia 30% 70 27.02 Summer: 88 73 50% 50% 75 35 Fcttec iqures r, Total Building Supply CFM: 940 CFM Per Square ft.: 0.217 Square ft. of Room Area: 4,334 Square ft. Per Ton: 1,526 Volume(ft3): 25,015 Pflikfttlit_Loads 7j=, •%:g..1Z Total Heating Required Including Ventilation Air: 77,551 Btuh 77.551 MBH Total Sensible Gain: 21,711 Btuh 72 % Total Latent Gain: 8,522 Btuh 28 % Total Cooling Required Including Ventilation Air: 30,233 Btuh 2.52 Tons(Based On Sensible+Latent) 2.84 Tons(Based On 75%Sensible Capacity) [Nati-171 Yffae 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\Smith Residents.rh9 Wednesday,May 17,2017, 12:40 PM Rhvac-Residenliat&Light Commercial WAG-Loads - - Elite Software Development,Inc, Air mechanicatic. Ham Lake..mt\t 55304 - Pace-3 Miscellaneous Report System ii !T r 11'7 .or Grtae Outdo° 0,1410 wittKirTT-, Op. ,p000€314,k, .1710; 417,72,1P F*4"14VigaiiratIM'- INC€ r ineut De Dry Bul rik.ReThi Aeip D'T. its®" Ce I Winter: -15 -12.38 100% 30% 70 27.02 Summer: 88 73 50% 50% 75 35.17 Duct simut 119,-)N,z77101ENT'),94ar 0104V4r-I. T Main Trunk Runout 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. Outside . Winter Summer Infiltration Specified: 0.280 AC/hr 0.150 AC/hr 117 CFM 63 CFM Infiltration Actual: 0.429 AC/hr 0.358 AC/hr Above Grade Volume: X 25.015 Cu.ft. X 25.015 Cu.ft. 10,737 Cu.ft./hr 8,961 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 179 CFM 149 CFM Total Building Ventilation: 80 CFM 80 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(117 CFM), Construction: Average Summer Infiltration Specified: 0.150 AC/hr(63 CFM), Construction:Average C:\Users\slykke\Desktop\Smith Residents.M9 Wednesday, May 17,2017, 12:40 PM RhVale Residential&Light Commercial HVACLoads =Elite Software DeyelOpment,it1c.1 Air Mechanical Inc, • Ham Lake,MN 55304 Page4 Duct Size Preview Room orS rn = MaximuRough. Design' SP Duct Duct( Htg Clg Act. ource tulinimum' Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity) Length Flow Flow I, Flow= Size , System 1 Supply Ronouts Zone 1 1-Lower Level 450 750 0.01 0.1 599.9 285 i 245 3--5 2-Main Level Built-In 450 750 0.01 0.1 505.2 552 694 7--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 805.5 837 I 940 12x14 Summary System 1 Heating Flow: 837 Cooling Flow: 940 C:\Users\slykke\Desktop\Smith Residents.rh9 Wednesday, May 17,2017, 12:40 PM • . . Rfivac-Residential&Light Commercial HVAC Loads • ------ ' Eliti'4oftware'Deve1°Pments Inc' Air Mechanical Inc. !Ham Lake,MN 55304, ____ PaeS [Detailed Room Loads - Room 1 - Lower 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: 2,042.0 sq.ft. Supply Air: 245 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 16,336 cu.ft. Req.Vent.Gig: 0 CFM Number of Registers: 3 Actual Winter Vent.: 27 CFM Runout Air: 82 CFM Percent of Supply.: 11 °A Runout Duct Size: 5 in. Actual Summer Vent.: 21 CFM Runout Air Velocity: 600 ft./min. Percent of Supply: 9 % Runout Air Velocity: 600 ft./min. Actual Winter Infil.: 34 CFM Actual Loss: 0.288 in.vvg./100 ft. Actual Summer Infil.: 29 CFM lAt6ths,...--:,:=,-,..- c' el----!vn..as--- I N, Area 4,0,,..u... R, Htg i ",:-?*,,h, , , ,-c,i ,' ,,, --. ..„ - ,6---**,-,*1„---_,-** - 0,,,r',.',,,, ,, ..3,5i ,„,--2, ,,*,,,), _,„„,.,..:„=„,,,,,,,,.,L kDeseritition ,,4----1-t-!-----1- - ,7.4-7:--1=1---7--------k--Quantity,1- , Value , HIM,,viz ,,i to?* ' .,_., 1,MT.1.a , .----=. ;1.0.---t-'-.- N-Wall-15130-10sf-8 58 X 8 464 0.050 4.3 1,972 0.0 0 0 E-Wall-15B0-10sf-8 50 X 8 400 0.050 4.3 1,700 0.0 0 0 S-Wall-12F-Obw 58 X 8 385,1 0.065 5.5 2,128 0.6 0 215 W-Wall-15130-10sf-8 50 X 8 400 0.050 4.3 1,700 0.0 0 0 S-Gls-4a shgc-0.34 0%6(3) 36.9 0.32021,005 19.7 0 726 I S-Gls-4agdoor shgc-0.34 0%S 42 0.320 27.27.2 1,142 19.6 0 825 1 Floor-21A-20 1 X 2042 2042 0.027 2.3 4,686 0.0 0 0 Subtotals for Structure: 14,333 0 1,766 Infil.:Win.: 34.5, Sum.:28.8 464 6.741 3,128 0.860 668 399 Ductwork: 2,641 142 AED Excursion: 248 People:200 lat/per,230 sen/per: 2 400 460 Equipment: 900 1,200 Lighting: 300 , 1 023 Room Totals: 20,102 1,968 5,238 C:\Users\slykkelDesktop I Smith Residents.rh9 Wednesday, May 17,2017, 12:40 PM 4 ' ' _ , Rhvac-Residential&Light Commercial liVAC Loads • Elite Software Development inc,i Air Mechanicaling, Ifiarn Lake:kW. 66304 -Page 6 i Detailed Room Loads: Room..2_7_Anain Level (Average Load Procedure)___ Ogherit , ,-, iEz:, ',ITIr-1.-Jr, rlok,2,, , r,,,-::' ':-,F7fm7=;-.41 ---1-"-ig, ' .--1 1C' III Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,292.0 sq.ft. Supply Air: 694 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 20,628 cu.ft. Req.Vent.Gig: 0 CFM Number of Registers: 7 Actual Winter Vent.: 53 CFM Runout Air: 99 CFM Percent of Supply.: 8 % Runout Duct Size: 6 in. Actual Summer Vent.: 59 CFM Runout Air Velocity: 505 ft./min. Percent of Supply: 9 % Runout Air Velocity: 505 ft./min. Actual Winter Infil.: 144 CFM Actual Loss: 0.159 in.wg./100 ft. Actual Summer In-fit.: 121 CFM Item, ,:'4`''''', ' -,T:1 '-a' ',',-------.:,Area `-,:-1--'I.17',`,-U- '- i-Ifi'''',4--. '' ''-n .--mg' , '-=';" ,-----:.-----4 ,'' en ' '" -a-,- '1 *-4,,ak ,: •:7 r , .,- 0:, , ---.:. - --- .1,4,- ,_ Deserietinri- fL:=----:,---- i ---7,-,=:etjanlity pi,qi, 1 alue ,',1 f4T11/4)1z,,,,,,7_.zilar_6 SS 11!.'1'-' l''Hi ' ,ir,:a p t:-----k $1.11,v25,,,,:agt-in ,.. N-Wall-12F-Obw 58 X 9 416 0.065 5.5 2,298 0.6 0 233 E-Wall-12F-Obw 50 X 9 442 0.065 5.5 2,442 0.6 0 247 S-Wall-12F-Obw 58 X 9 399.5 0.065 5.5 2,207 0.6 0 223 W-Wall-12F-Obvy 50 X 9 444.9 0.065 5.5 2,458 0.6 0 249 N-Door-11N 3 X 7 21 0.350 29.8 625 8.4 0 176 N-Door-11G 3 X 7 21 0.540 45.9 964 13.0 0 272 N-Gls-4a shgc-0.34 100%S(2) 14 0.320 27.2 380 10.6 0 148 N-Gls-4a shgc-0.34 100%S(4) 50 0.320 27.2 1,360 10.6 0 532 E-Gls-4a shgc-0.34 0%S 8 0.320 27.2 218 36.0 0 288 S-Gls-4a shgc-0.34 0%S(4) 60 0.320 27.2 1,632 19.7 0 1,180 S-Gls-4a shgc-0.34 0%S(2) 21 0.320 27.2 572 19.6 0 412 S-Gls-4a shgc-0.34 0%S 20.5 0.320 27.2 558 19.7 0 403 S-Gis-4agdoor shgc-0.34 0%S 21 0.320 27.2 571 19.6 0 412 W-Gls-4a shgc-0.34 0%S(2) 5.1 0.320 27.2 140 35.9 0 184 UP-Cell-16E3-44 2292 X 1 2292 0.022 1.9 4,286 1.1 0 2,420 Subtotals for Structure: 20,711 0 7,379 infil.:Win.: 144.5, Sum.: 120.6 1,944 6.741 13,105 0.861 2,798 1,673 Ductwork: 5,114 401 l AED Excursion: 702 People:200 lat/per,230 sen/per: 2 400 460 Equipment: 1,500 2,500 Lighting: 500 1,705 Room Totals: 38,930 4,698 14,820 ! ,_. - C:\Users\slykke\Desktop\Smith Residents.rh9 Wednesday, May 17,2017, 12:40 PM . ~ . . ystern Room Load Stirrirriary OtA ---Zone 1--- 1 -_1 Lower Level 2,04220,1023-5 600 5,238 1,968 245 245 2 Main Level 2~292se 3e`=e0 5ec6 +054+820 4ee8'_-_- 694 594 / Ventilation 7,257 1^110 1,856 Humidification 3,506 Return Duct -_-_-_ 7|755-. 543 0 -__- System ttotal 4^33477Jj51 .DJ7__-_- _-��_ 2Y,711 8,522940 940 [ System 1 Main Trnk Size: 12x14 in. | Velocity: 805 ft./min Loss per 100 ft.: 0.102 in.wg S stern SijrrilX; low) S-'1161 t Net Required: 2.52 72%/28% 21,711 8,522 30,233 i Recommended: 2.84 75%/25% 25,567 8,522 34,089 4WilliSitient Data -3-a Yle#11-7-74-!'' 77, 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\Smith Residents.rh9 Wednesday, May'17,2017, 12:40 PM | | / . | ` � | SIN City Inspection Dept. Copy City of EaRall 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 6 Block Number 1 Address 1027 Wescott Court Builder Gonyea Homes Phone Number: 952-432-7601 Contact: Gordy Jandro Tree Protection Requirements: X Tree Protection Fencing Installed on Site (Orange silt fence) 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: Two (2)4" caliper swamp white oak in front yard per approved Tree Mitigation Plan. Trees to be installed following completion of construction. Attachments: X Yes (Refer to attscEAGANs FORESTRY DIVISION No REVIEW • • Additional Notes: ©v MA�- H:\gh veD7 T5Tree Preserva on Plan Willow Ridge.Lot 6 Block 1 -- L) - r7 I , 1 \(e96.$) N68°SS 48, s :; k' ii Drainage and tility a 35.37 easement per .lot2S, 0 % N89°56'0f"E //--.....,.."� s '''',..(89a0) k *(1101.4 LA bad ry0C `\� ,n x 8 - /,,,., C x I g & 4 %I X " 5 / • 6 g = x N m$ X X ,t _ M �x 5 /' s\ X 8 x i xal I s Z 51,1 x 1 x N w o\1 9 a 1 (90X.5) ta.sa loo a o 0 1 % 0 co x , 17.23 ,patio 6 porch S eX00 loo 08 01 .J --\- W. 12.00 ---d a g-r---� a) co s y / 33.83 //7. La iri/14.83�etWi Qj .6/ u)• kk x % • I•• /f Proposed j I (903.2) = House.1g% d - 4w Vacant x w '` 13 9'F.B./0. ,__74„; 17.0 m x x • •1 j` r J/ 2.17, `n //' R & ,� a 20.33 I r,1/// Garage / k .,C�oul xe•,5& 1310 g porch I. isao n _ 10.D //, / % X Vacant xx in 5w __1,1_____•' !� _E_,-___ 'i 19!00 a L_ & v, Jrv, .9T i m (909.2) 147100 " 8 W co 1,) X r o g`T1 1 1 x \ x d' '� , N(909.0) o Erposedvewoy6, % `vx . Mn Benchmark: 0 5` ci Benchmark: 6' top of spike' +. I - _-6 6.9% top of spike 0O elevation = 906.58 9 I _- a elevation = 905.81 (n 1 x (908.0) 0 1 x x L9o1Sl ]L X �\ m 2 / i N 5 ^O�V •® i Q`6,0° S (905.1) • N3�34�3a8 9?'y WESCOTT COURT Lot area=11430 SF House area=2659 SF • Denotes iron pipe Porch area=197 SF Denotes service Lowest floor elevation Patio area=80 SF per grading plan:901,5 Sidewalk area=67 SF In Denotes television box Driveway area=1018 SF ■ Denotes electric boo House elevations (Proposed)/As-butt Building area coverage=2856 SF E Denotes telephone box Lowest Floor Elevation Building coverage=25.0% ii 000.00 Denotes existing elevation .(901.5) / Total Impervious Area=4021 SF (000.0o) Denotes proposed elevation Top Of Foundation rev. ;(910.2) / Impervious Coverage-35.2% `^- Denotes drainage flow dreetion Garage Slab Elev.®Door;(909.2) / A P�9nstruction Notes; Denotes spike 1.Install rock construction entrance. D�. 2.Install silt fence ruas needed for erosion control. 3.Sldewolks shall drain away from house a minimum of 1.0% 4.Contractor must verify driveway design. 5.Contractor must verify service elevation prior to Scale: 1' = 20 construction. 6.Add or remove foundation ledge as required. Cenerol Notes: Benchmark: 1.Grading plan by Alliant Engineering last doted 6/22/16 was used to We hereby certify to McDonald Construction Inc that this survey,plan Top Nut Hydrant determine 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 orencroachments, I am a duly licensed Land Surveyor under the laws of the State of Elevation=910.48 except os shown,as surveyed by me or under my direct supervision. Minnesota,dated 05/19/17. 3.Proposed building dimensions shown are for horizontal location of structures on the lot onlyContact builder l • prior to construction for approved const action IL-Welosc pions. Signed:jeer En ineering,P.A. r15-21-17 Revised Ileum plan 4.No specific soils investigation has been performed on this lot by the surveyor. / 2.105-30-17 Sturm home The suitobility of soils to support the specific house proposed is not the BY, y�,y responsibility of the surveyor. Peter J. Hawkinson,Professional Lan rveyor 5. This certificate does not purport to show easements other then those shown Minnesota License Na.42299 email-hewkinson g.com or, the recorded plat. p 6pioneeren 6.Bearings shown are based on on assumed datum. PIIS VEER Lot 6, Block 1, ,..-........3 un LMm mei i eerirtg,Pa WILLOW RIDGE AT WESCOTT Certificate of Survey for: according to the recorded plat thereof McDonald Construction Inc 2422 Ent Drive Ph.:(651)681-1914 Dakota County, Minnesota Mendota Heights,MN 53120 Fax:(651)68 1.94:41 7601 145th 5t W www.pirmecmng.com Address: 1027 Wescott Court, Eagan, Minnesota Apple Valley,MN 55124-7599 House Model: Elevation: Phone:(952)432-7601/Fax:(952)432-1366 Project 6:117016001 (Folder 4:8056Drawnl by:MTWt Buyer: Smith ©Pioneer Engineering v_: Ur_ 1/ tr_ -� '", t I 'I rl r_ ; /• / , A:"-"P- N. , 1:L 11L _.,_ ( 1116 ..:.:.....:.:::.:?..::0..s.:.:.:.:.:.:.:.:.:....:...... , .t I ( � / - 1/ / 7:1 'i f•• • •• f --\IL -LAI-12X- --Alii-k-- 44i114,I r' s sa ..:Ai•'1'�6 �1 :t , /. l / t / i \...,.- ........1,....4:::::)::::::::•:•:•.:-:•:•:•••1 /`I ! r _at_ -tk _AL ._t.1L:. ...111_ _111..: �G\. � ::xt.'. . . 1 i I / / 1 � / /4 , \. r ) p1/40(.. 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Sir of_ f•::rri:: ...:,,,--l • /- 4 rillw / y� 1 / I / I' .. , ,:.,:.:.:.:.:.::::,::, , 4.: „.:.:.:.:.:.:.:„.....,.., . . . .,..::._._... ,........... 1 \/ (3) "?'•- ..tb_ Jr... f�., , 1. ;._._ �,....... - f- 1 qe i i s .:q •;. ‘: _ -,\* p„ ..... ..'::...'. d ), /__...__ .— � I 1 r :: '•. 1\:: 11)1 71'17 1. 2.r ''" ”e....,:'.• -•-41..,•••_, -14'Aft‘..:::'':.. .:..'.::.::,i:-. .- "---","."1"----67--- -— I 1•••I.% '::•.#1-1iN10.'.13• .• •'' • ::':'•':•.*•?.:•:*:::.• / / ..... \ / '*---7._..I, — :••:.\t:•::•.::1• ,�.. ` I Ot_ i 9 6,-_ .. z 04` ,� \ \.._.,- 1 I / II 41%, - i ,.:- i 1 - ram TEE ARO T • t A JP 0 \ r J / 1 :: • gir .• I I //'I 464,,,, �r I I J ., LIMITS 79_1 ! �% c•, 1 , i 11 i 1 g • 7 1 / IWO -----=7.77,----...._ Pli \ i i / ‘/ \\11 / -."'Nr4iiiiri -.... _ • - T/1 /.''' i 17-411, 1 \\s‘i, I, 1 ,ie .. , ___/...7,.._..,_._..... . ._../.7 ..._ NI� 1 \ . , ... i oltiolc___,4\ ,,,-- E,4 l _, ,,,.., _____ . . fr„, . ,, ....... ilavii -:---1-- allell • f • -- -- --- Y. W / P5 1:•:.::''.:•:••:•: :::::::F•41:::::::::•:1:•:•::::::::::::1:•::::::::::.2.....:4,.„),•,-L\ .......,..,_ \_.. _. // ` ,�?,-1010- - I ,?.....:.-..,• .1`tc • O1kC ' 6s11•;t2q.:::•:: :, 1 ..i1..._.... Ti iii .., r; R \�� }.� ftp Il v�f�: :�'r1 :Rll EE ff �, i 11 '' /. _..........._, .,J \ PROTECTIONS �� _.. / / / /,^_.... _..__....._.._.._ .%.._....__._._^_y'.i .__._j!1_... � 4111 LIMITS TYP.) -. k / I . ..... . _.. . :'. :::': f : 1 i LOT SURVEY CHECKLIST FOR RESIDENTIAL J BUILDING PERMIT APPLICATION PROPERTY LEGAL: Liz I;'f (�, J Wi/` k r E- DATE OF SURVEY: .5/id/7 LATEST REVISION: //c Gde 604 - O z a DOCUMENT STANDARDS ❑ 0 • Registered Land Surveyor signature and company 0 0 • Building Permit Applicant A 0 ❑ • Legal description ,E1 0 ❑ • Address • 0 0 • North arrow and scale / ❑ 0 • House type(rambler,walkout, split w/o,split entry, lookout,etc.) ❑ ❑ • Directional drainage arrows with slope/gradient% 4 0 0 • Proposed/existing sewer and water services&invert elevation .0 0 ❑ • Street name ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22' max.) 0 ❑ • Lot Square Footage ,,,0' 0 0 • Lot Coverage ELEVATIONS Existing .d 0 ❑ • Property corners 0 0 • Top of curb at the driveway and property line extensions ❑ fX 0 • Elevations of any existing adjacent homes dl? ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways(pond, stream,etc.) Proposed 0 ❑ • Garage floor 0 0 • Basement floor ,� ❑ ❑ • Lowest exposed elevation(walkout/window) Rf 0 ❑ • Property corners 0 0 • Front and rear of home at the foundation Y • PRV Required PONDING AREA(if applicable) / 0 0 • Easement line ❑ ❑ • NWL ❑ E ❑ • HWL ❑ /d 0 • Pond#designation ❑ ❑ • Emergency Overflow Elevation ❑ 0 • Pond/Wetland buffer delineation Y c Y • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS 4 ❑ 0 • Lot lines/Bearings&dimensions ,0' 0 0 • Right-of-way and street width(to back of curb) • 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 City utilities within those easements ▪ 0 0 • Setbacks of proposed structure ands�yard setback of adjacent existing structures e 0 ❑ • Retaining wall requirements: Reviewed By: #/ . Date 7/1/// G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev. 11-16-16 24'qq/ A' 1 \(896 5 N6 /� 8�`Js, m i N 48��� ., 1 1 m kt.�9 INSTALL CONTROL m 3:t Maximsslopes m o 35.37 PERIMETER �eteini Drainage and tility m o , ng WaH easement per •lat 2N 5.90 x N89 56 0� E Be . N Regal � \ �� \m(898.0) X (901.5- -_-......Alor o/ �\ Ix 0 - mo \ \ o o /mtx1„ \ 1 to q om I - OX <c'(/) oofn 0 ° mIvXI/�DX x x N m �I nm / x t!) m g ° X x x 7 \ n KS 7,'Xm / o s s rn m 5 o m m m Xg xl x x n x x Z 5 I1 x `^ 1 I11I x N) 17 N (900.5) \ „ I N N 0 A 1 m O x 10.00 10,00 en g g Np m no n •-N x x x c 1 x o m patio S X N O 00. Ol $ --• � 17.23 0 T. Mx/ 12.00 porch s Joom 7�_00� lg0 (901.0) 6 0 o S 0) m N N \ 33.83 a �/ mx a 14.83/ D I Oj I hL Nt g o ' g.''� g / b o Mo m f m m I x L j( x X o ' Proposed cy,, (903.2) ia I // House o 2 M 0 Vacant X W X l r� 0 9' F.B.W.xi. - X O o 7.0 rn X x / m m i 1 i CV 2.17. Lri 1 �� ,/, 1 ,,, e �,. Garage KI O I OI ,?'l •• rf M g m m 20.33 �' m c� x 1 '^ ^ rd /, / fm . M 9�00l 13 5 g 13.00�� o porch Nc° 10.500 / �C 1 m x x m /! I Vacant o LO' O o 6'�rt N 13.00 / ao t• CP m m - II - - (9-99- - 0 -x `i 19.00 L mO 909.2 °' m W o� .i 5.9� I (909.2) e7 00 " N g /N' m I g g n \ X N 5 X /00 • 1 I x a Ti\\ w NI- g / 0 �1 I (909.0) Proposed x m \\ g M x / to Driveway X Benchmark: // o 5 1 o x oO r> Benchmark: top of spike / n \_.. _ � _ 6 9% top of spike elevation = 906.58 g I m _ o elevation = 905.81 N m o I m x m (908.0) o I g > x X 0 11 '''''o m )“' 8l9 . \N 50 N X l< / o mo CI cn m8 I J z,,,,,,____.-- N. X v N O N m ❑� X N m o m a'' (905.1) o Q�60 O m 3' -...... By .• � . LVVED - R� '9 N �3 0 3 '68 Date i , 3 u9?% EAGAN ENG I G DEPT, WESCOTT COURT Lot area =11430 SF House area =2659 SF 0 Denotes iron pipe Porch area =197 SF 46. Denotes service Lowest floor elevation per grading plan : 901.5 Patio area =80 SF ll Sidewalk area =67 SF 0 Denotes television box Driveway area =1018 SF ■ Denotes electric box House elevations (Proposed) / As-built Building area coverage =2856 SF 0 Denotes telephone box Lowest Floor Elevation Building coverage =25.0% X 000.00 Denotes existing elevation :(901.5) / Total Impervious Area =4021 SF ( 000.00 ) Denotes proposed elevation Top Of Foundation Elev. :(910.2) / Impervious Coverage =35.2% Denotes drainage flow direction ( ) 9 Garage Slab Elev. ® Door 909,2 A Denotes spike Construction Notes: 1. Install rock construction entrance. 0' 10' 20' 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. Scale: 1" = 20' 6. Add or remove foundation ledge as required. General Notes: 1. Grading plan by Alliant Engineering last dated 6/22/16 was used to Benchmark: We hereby certify to McDonald Construction Inc that this survey, plan Top Nut Hydrant determine 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 05/19/17. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction r plans. Signed: io eer En ineering, P.A. Revisions: I.)5-23-17 Revised house plan 4. No specific soils investigation has been performed on this lot by the surveyor. 2.)05-30-17 Stake house The suitability of soils to support the specific house proposed is not the BY: _ responsibility of the surveyor. 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. 11--------"-- ----"-"--=67' Black 1, PIZNEER engineenng,P.A. WILLOW RIDGE AT WESCOTT Certificate of Survey for: (I,lI.F.N(:INFFRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS according to the recorded plat thereof McDonald Construction Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 7601 145th St W www.pioneereng.com Address: 1027 Wescott Court, Eagan, Minnesota Apple Valley,MN 55124-7599 House Model: Elevation: Phone:(952)432-7601/Fax:(952)432-1368 `reject#:117016001 Folder#:8056 Drawn by:MTWA Buy00 er: Smith A ©Pioneer Engineering PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA147685 Date Issued:01/25/2018 Permit Category:ePermit Site Address: 1027 Wescott Ct Lot:6 Block: 1 Addition: Willow Ridge At Wescott PID:10-84435-01-060 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 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Mcdonald Construction Inc Po Box 251275 Woodbury MN 55125 Taplin Soft Water Inc 10977 101st Place N Maple Grove MN 55369 (651) 730-9700 Applicant/Permitee: Signature Issued By: Signature , , ljrp49Gm City of Eapll Address: 1027 Wescott Ct Permit#: 144891 The following items were I were not completed at the Final Inspection on: 37 -T//r Compfe$ }_ 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 / 1 Porch V / Lower Level Finish 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: / „I A G:\Building Inspections\FORMS\Checklists