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786 Summerbrooke Ct &L( 757 /1, I°3l,`7I a w7s-70 /c)0 -0 0 t6d ettui,o /etc s /o 0 � For Office ceUse 0191 �G , % ; : ; , s71 1/1- 1/. 7/ Permit#: I s- 7 P" EAGA Permit Fee: f/ �// RECEIVED Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 AUG 12 2019 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 buildinginspectionsCa�cityofeagan.com LStaff: 7_ 7o- J 2019 RESIDENTIAL BUILDING PERMIT APPLICATION /40 /11 rDate: � Site Address: c Unit#: Name: JSI4ELL M A tJ Ly Phone: Resident! , ^ _Address I City/Zii 7.� Eic ?'2L' l �o — 4- Applicant is: Owner ')( Contractor I._,' v ' } ,, `` Type of Work Description of work: New Crs 441Jvittr• cNi51 e .x,,,,,;17 Construction Cost: 5-19 ,Oltsz Multi-Family Building: (Yes /No X ) Company: 1 Sc 1-6P CS 1 1..(X._ Contact: 1\ 01"kl,k,cA••'. c I Contractor Address: ii 3L1 C7�,-{4-.�,� �.,J�7 City: Loa.cv,11 C. State:M/4 Zip: s2V1L1 Phone5O7 9.7341mail: 61;4.5 honies 3 mix 1.Ce.' License#: QL M311 "1 Lead Certificate#: 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: �C �� AvAhirti/ ft1bPhone: / -2'17 Mechanical Contractor: t-O fq"-fri Phone:ah) " 7 Y 9 - 1,2 99 Sewer&Water Contractor / it/4"K 6CC,4-U f J 1/ Phone: 076 -/ -7s Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordin s 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 noj, rt withou pe t; that the work will be in accordance,�,, with the approved plan in the case of work which requires a review and approval of ,V x k1}}tLet ert (cJ x Applicant's Printed Name Applicant's Signature / 5- 7 7 DO NOT WRITE BELOW THIS OE C-7 • , SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) _i( Single Family Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi Deck Porch(Screen/Gazebo/Pergola) Miscellaneous 01 of—Plex Lower Level Pool Accessory Building TRK 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 t ValuationLI3 Occupancy AL-t MCES SyStem Plan Review Code Edition /A , $ (y- SAC Units (25% 100%i() Zoning ( r City Water Census Code Stories Booster Pump #of Units Square Feet II PRV #of Buildings Length Fire Suppression Required Type of Construction W Width 1 R QUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) _ Final I C.O. Required Footings(Addition) Final I No C.O. Required 1 Foundation 4..Foundation Before Backfill HVAC Service Test Gas Line Air Test Hood Roof: Ice&Water Final Pool: Footings Air/Gas Tests Final Framing 30 Minutes 1 Hour Drain Tile �---- Fireplace: Rough In it Test Fink/0' Sidin : Stucco Lat Stone Lat Brick EFTS Siding:� � x Insulation Sheathing Windows 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 -sr. /A . ) i 7(p y x', 73 I2, - 7?f '4 Base Fee Surcharge ?rt:21)Ci, myr,ch, s q Y 1 ,` ., , ,-, , ,( Plan Review , $0 MCES SAC City SAC i 1(11" 55 1(23— I i1 / d /1�, Utility Connection Charge S&W Permit&Surcharge NO\ Or . X4Xr . ) Z i 7q, ,3,06 c' Treatment Plant Radio Meter Read f'i 65-jp / .� ( 0 Copies 1 . - TOTALZ;fbdG eii 10 '1 ' r AS coliek,A-Oli NQ 1 i ..........„----Pege÷of-S i' J ' // 77 New Construction Energy Code Compliance C rtkf jccate Per Ni telt.s Building Certificate.A building certificate she be posted in a permanently visible fist" cats Posted location Maids the building. The certificate shed be completed by the builder and shall list information and values of component listed in Table N1401.8. Mann Address d the er owsrnrq Unit /CIO �� t. C 1 Name or RsaIUMlill Conlrumor / �( IMN LrgHM WSW THERMAL ENVELOPE RADON SYSTEM o Type:Check Al That Apply Passive(No Fan) 414/6 7 House area Sq. Ft. ether system manna device), . i g a A _ P .0 . a .3 g , Number of bedrooms 7 3 3 173 i A A c) 8. E LII) .§ o e P► e w Insulationheck AN T32 b. a i a , ix Other Please Describes Hens 1 !Moo/Entire elate X • . , Foundation Wall _ jZ-1 c ... Loc eon [n er Pee1m*r of_Slab unfired! X Rim Joist(Foundation) 4 ') 'Location 0 •r III ma m •Rim;(Dlgt f1�Rleerst IA • A . Y. • Lova llor .ells 1 lis ++� [iWan .. -a 1 ! Xe. . . Coiling,vaulted :ea,Window;or cantilevered areas V 4 • . Boews rood Over garage . Cvi4rW olhsc insulated arias - Windows&Doors Nesting or Cooling Ducts Outside Conditioned Spaces Average U-Factor preludes seytightsand one door)U: . ( Not applicable,all ducts located in conditioned space Solar Fleet Gain Coefficient(SHOC): _ - 1 R-rdue MECHANICAL SYSTEMS maks-up Air Selects Type Appliances Heating ytstem Domestic Water Heater C,o�' oiine SystemfNot required per mech.code FIMN '.+W Q . 60.5 l C L:1ec.7�e I ecT r, ❑'�' Passive r Manufacturer . `474/Ad.9 A * L e Ami o X _ ,❑ Powered Interlocked with e�dtaust device. /t+-i f I • ❑ Describe: tic�7c� 13A• c "' input `7Capacity In 'abut In 3 /` '❑ Olher,describe: h Rea"or Size BTUS: /� Gallons: Tons: • .Heat toss:,� 11y Heel . t r�-�' location of duct or system: r+s's Calculated . . • r . T / f AFUE or SEER: , .HSPF% o- _ r 9 J Caclaed 3 �a Efficiency - coding load: Cfn1!a "round dud OR same Mechanical Ventfladon System "metal duct Describe any additional or combined heating or cooling systems nnstaited:(e.g.two furnaces or air so Combustion Air Selecta Type heat pump with gas back-up furnace):E R t/ Roil n 4 td ereefl •f- "ri M Cr S'e.4 Not required per mech.code 1,./...#w- a F SO crO01passive Heat Recover Ventilator(HRV)Capacity in cfms: Low: High Other.describe: Energy Recover Ventilator(ERV)Capacity In dme: Low High: _ )L0 Location of duct or system: Continuous exhausting fen(a)rated capacity in dms: _ Location of tan(;),Ossetian: I Cfm's Capacity oontirn oue ventilation rate in ems: a�S"' "round duct OR , Total ventilation(intermittent+continuous)rate in dms: (p . limo metal duct • Updated 4/812013 Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings These blank submittal forms and instructions are available at the City of Min website and at City Haft.The completed form must be submitted in duplicate at the time of apprication for a mechanical permit for new construction.Additional forms may be downloaded and printed at: http://cityofedina.com/departrnents/L3-09_buiiding.htm pjggi Addressa a i, .. s .. . , �e ~' o .aeo. o F - re Ai n d vets./s , N Ile Section A Ventilation Quantity (Determine quantity by Mini Table N1104.2 or Equatits'11-1) Scum feet(Conditioned area Indudtna ,___O' Basement—fini=Rtd or unfinished) .39_63-- Total required ventilation / d ---\Number of bedrooms .7 Cont$nuous ventilation /o Directions-Determine the total and continuous ventilation rote by either using Table N1104.2 or equation 11-1. The table and equation are below. Tebie N1104.2 —_..,____ , Total and Continuous Ventilation Rates(In cfm) Number of Bedrooms , 1 2 T3 T4 S , 6 i Conditioned space(in Total( Total/ 3 Total/ Total/ Total'/ Total/ sq.ft.) continuous continuous continuous continuous continuous continuous , 1000-1500 60/40 75/40 90/45 105/53 120/60 135/66 1501-2000 70/40 85/43 t 100/S0 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 i 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 14501=5000 130/65 145/73 160/80 # 175/88 190/95 205/103 15001-5500 140/70 155/78 -170/85 I 185/93 200/100 215/108 5501-6000 150/75 , 165/83 180/90 ] 195/98 1D/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 ventilators(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 then 40 cirri,shall be provided, on a continuous 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. Section B Ventilation Method (Choose either balanced or exhaust on Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy U Exhaust only Recovery Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating In cfm ventilation rating by more than 100%. LIMcam: H h afro. Continuous fan rating In cfm(capacity must not exceed 1 continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,balanced or exhaust only.. Balanced ventilation systems ore typically HRV or ERV's.Enter the low and high cfm amounts. !ow can air flow must be equal to or greater than the required continuous ventilation rate and less than 10096 greater than the continuous rote.(For instance,if the law cfm is 40 cfm,the ventilation fan must not exceed 80 cfrn.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C -�.- Ventilation Fan Schedule Description Location Continuous Intermittent 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 rote. (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 fon that is operated a percentage of each hour. Section D _ Ventilation Controls (Describe orretlon and control of the continuous and Intermittent ventilation) En V OA etC r- e/ C f (j.,i -�a __ a L.cl e.-Me.oI-/ JG So c d 4e C,o4!41 A C!'b f1 .0A O '4 Directions-Describe the operation of the ventilation system. There should be adequate detail fpr plan reviewers and inspectors to verify design and installation compliance. Related trades also nerd adequate detall for placement of controls and proper operation of the building ventilation. !f exhaust fans are used for bonding ventilation,describe the operation and location of any controls,indicators and legends. If an ERV or HRV is to be instaikd,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.tf 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. Section E Make-up air �+ Passive(determined from calculations from Table 501.3.1) = Powered(determined from calculations from Table 501.3.1 j w Interlocked with exhaust device(determined from calculation from Table 501.3.1) Other,describe; - -- i Location of duct or system ventilation make-up air:Determined from make-up air opening table Ciro • i Size and type(round,rectangular,Ilex or rigida (NR means not required) G:`Forms\VentMakupCombApCats041511.docx Page 2 of 6 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 MMC5OL3.3. Please note,if the makeup air quantity is negative,no additional makeup air will be required 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/MC 501.3.2.3. Table 501,3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELUNGS (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 ull appliance or vented gas or oil appliances or no power vent or direct vent one solid fuel appliance appliances or solid fuel combustion appliances appliances appliances Column C Column d Column A Column R 1. a)pressure factor 0.15 0.09 0.06 0.03 • (cfm/sf) • b)conditioned floor area(sf)(including L J /Q 4 unfinished basements) `7 a 7 Estimated House Infiltration(cfm):[la ' / a x1b) 6 7 2.Exhaust Capacity a)continuous exhaust-only ventilation system(cfm];(not applicable to balanced ventilation systems such as M Rv) b)clothes dryer(cfm) 135 135 135 j 135 c)80%.of largest exhaust rating(dm): Kitchen hood typically (not applicable if recirculating system Q/1 or if powered makeup air is electrically V V interlocked end match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically Not (not applicable If recirculating system Applicable or if powered makeup air is electrically pP interlocked and matched to exhaust) 4 Total Exhaust Capacity(dm); [2a+2b+2c+2d; (� J 3.Makeup Air Quantity(dm) a)total exhaust capacity(from above) b)estimated house infiltration(from above) V , Makeup Mr Quantity(cfm); [3a—3b] (if value is negative,no makeup air is �` I ri 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.) S. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also 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. G:\Forms\VentMakupCambAlrCals041511.docs Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 — One or multiple power One or multiple fan- I One atmospherically Multiple atmospherically vent.direct vent assisted appliances and I vented gas or oil } vented gas or oil Duct diameter appliances,or no power vent or direct appliance or one solid f app'lances or solid fuel combustion appliances vent appliances fuel appliance ; appliances Column A Column 8 _ Column C Column D33 � Passive opening 1-36 1-22 1-15 1-9 T Passive opening 37—66 23—41 16—28 10—17 1 4 Passive opening 67—109 42—66 r 29—46 i 18—28 5 Passive opening 110-163 67—100 47—69 29—42 Passive opening 164—232 101-143 70—99 43—61 7 Pa ss ive opening _ 233—317 144—195 100--135 62—83 8__ _ Pa salve opening 318—419 196—258 136—179 84—110 9 w motorized damper Pe ssive opening 420—539 259—332 180-230 111-142 10 w,motorized damper _ ... P:&sire opening 540—679 333—419 231-290 143—179 11 w%motortaed damper Powered makeu air 1 a679 >419 X290 _ >179 , NA Notes; A.,an equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood anc ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. 8. 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. ►iarometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. lowered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) ; Size and type Other,describe: Ex3lanation-if no atmospheric or power vented appliances are installed,check the appropriate box,not required. If a power vested or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below). Please enter size and type. Combustion air vent supplies must cornInunkate with the appliance or appliances that require the combustion air. Section F calculations fallow on the next 2 pages. G:`FormsWentMakupCombAirCals041511.docx Page 4 of 6 Directions-The Minnesota Fuel Gas Code method to cakulate to sire of a required combustion air opening,is called the Known Air Infiltration Rate Method. For new wnstructian,4b of step 4 is required to be Pied out. IFGC Appendix E,Worksheet E-1 Residential Combustion Al Calculation Method (for Furnace,Boller,andfor Water Heater In the Sane Space) Step L Complete vented combustion appliance information. Furnace/Boifer. _Draft Hood _ Fan Assisted Direct Vent input:74 00 a Btu/hr or Power Vent Water Heater J )p r. + � ;C Draft Hood Fsn`Asssistdd _Direct Vent Input: Btu/hr or Power Vent step 2:Calculate the volume of the Combustion Appliance Space[CAS)containing combustion appliances. r ,[ The CAS Includes all spaces connected to one another by code compliant openings. CAS volume; C� I6 ft3 LxWxH L W H Step 3:Determine Air Changes per How(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 Aai 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: ft' 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 al fsr►-assisted and power vent appliances Input Btu/lu Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted IRVFA) A/1 Total Btufhr input of all Natural draft appliances Input: Btu/hr R Use Natural draft Appliances co.umn In Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=EWA$RVNDA TRV: + = TRV ft3 If CAS Volume(from Step 2)is gmater then TRV then no outdoor openings are needed. If CAS Volume From Step 2)is lass than TRV then go to STEP S. 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= / Sop 6:Calculate Reduction Factor(RF). RF=1 minus*alio RF=1- _ Step 7:Calculate single outdoor opening as if al combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Stu/hr par in2 CAOA= /3000 Stu/hr per Int= in2 Step*:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RE Minimum CAOA Step Si Calculate Combustion Air Opening Diameter(CAM.) CAOD a 1.1.3 multipled by the MUCKS root of Minimum CAOA CA00..1.13 Y Minimum CAOA= 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. G:1Forms\VentMakupCombAirCaIs04151.1.dncx Page 5 of 6 1 IFGC Appendix E,Table E-1 Residential Combustion air IReauired Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (8tu/hr) Fan Assisted or Power Vent 1 Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 v 250 375 188 52.5 263 ., 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 2,5003,750 _ 1,675 5,250 2,625 55.000 2,750 J 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 . i 70,000 3,500 _ 5,250 2,625 7,350 3,675 75,000 3,750 i 5,625 2,813 ; 7,875 3,938 80.000 4,000 -6,000 3,000 8,400 4,200 B5,000 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 3,5663 9,975 4,988 100,000 5,000 s 7,500 3,750 10,500 , 5,250 105.000 5,250 7,875 3,938 11,025 5,513 110,040 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 9,0004,500 12,600 , 6,300 1 325,Q00 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 0 7,750 11,625 5,813 16,275 8,138 �'155,00160,000 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 4.___ ___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 21,000 110,50Q 205,000 10,250 _ 15,375 7,688 21,525 x10,783 210,000 10,500 15,750 7,875 22,050 11,025 235,000 10,750 4 16,125 8,63 22,575 11,288 220,000 11,000 _ 16,500 8,250 23,100 11,550 225,000 t 11,250 16,875 8,438 23,625 11,813 230,Q00 f 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 Thc default KAIR usod in this section of the table is 0.40 ACH. G;\fornix\V.n hialrupCo nbAlrCats041511.d0 Page 6 of 6 New Construction Manley 2 Story HVAC Load Calculations for Manley Residence 786 Summerbrooke Court Eagan, MN El 1E111 174411* HVACRisIDgN`riAL HVAC LOADS Prepared By: Randy Andrews Lofgren Heating&Air Apple Valley, MN Monday,July 22,2019 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 Commercial HVAC Loads Elite Software Development, Inc. Minnesota Air(Bloomington) Ilii' New Construction Manley 2 Story Bloomington, MN 55438 Page 9 Detailed Room Loads - Room 3 - Basement Level (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,260.0 sq.ft. Supply Air: 165 CFM Ceiling Height: 8.2 ft. Supply Air Changes: 1.0 AC/hr Volume: 10,332 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 37 CFM Runout Air: 82 CFM Percent of Supply.: 22 % Runout Duct Size: 6 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 420 ft./min. Percent of Supply: 7 yo Runout Air Velocity: 420 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.110 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-15B0-15sf-8 44 X 8.2 360.8 0.042 3.7 1,329 0.0 0 4 SW-Wall-15B0-15sf-8 44 X 8.2 360.8 0.042 3.7 1,329 0.0 0 4 NW-Wall-15B0-15sf-8 40 X 8.2 328 0.042 3.7 1,208 0.0 0 3 SE-Wall-15B0-15sf-8 40 X 8.2 328 0.042 3.7 1,208 0.0 0 3 SW-Wall-12F1-0bw 40 X 8.2 328 0.065 5.7 1,855 0.6 0 183 Floor-21A-24 1 X 1260 1260 0.025 2.2 2,741 0.0 0 0 Subtotals for Structure: 9,670 0 197 Infil.: Win.: 15.4, Sum.: 8.0 356 4.011 1,426 0.312 156 111 Ductwork: 0 0 AED Excursion: 136 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 250 2,250 Room Totals: 11,096 806 3,154 C:\Users\davidh\Desktop\Manley's 2 Story Eagan.rh9 Monday, July 22, 2019, 10:11 AM • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] iti New Construction Manley 2 Story Bloomington, MN 55438 Page 8 Detailed Room Loads - Room 2 - 2nd Floor (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,872.0 sq.ft. Supply Air: 634 CFM Ceiling Height: 8.2 ft. Supply Air Changes: 2.5 AC/hr Volume: 15,350 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 8 Actual Winter Vent.: 74 CFM Runout Air: 79 CFM Percent of Supply.: 12 Runout Duct Size: 6 in. Actual Summer Vent.: 43 CFM Runout Air Velocity: 403 ft./min. Percent of Supply: 7 Runout Air Velocity: 403 ft./min. Actual Winter Infil.: 62 CFM Actual Loss: 0.101 in.wg./100 ft. Actual Summer Infil.: 32 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-12F-0sw 44 X 8.2 293.8 0.065 5.7 1,661 0.9 0 254 SW-Wall-12F-0sw 44 X 8.2 293.8 0.065 5.7 1,661 0.9 0 254 NW-Wall-12F-0sw 43 X 8.2 352.6 0.065 5.7 1,994 0.9 0 305 SE-Wall-12F-Osw 43 X 8.2 318.6 0.065 5.7 1,802 0.9 0 275 NE-Gls-4A-5v-d shgc-0.3 0%S 67 0.310 27.0 1,807 16.1 0 1,080 SW-Gls-4A-5v-d shgc-0.3 0%S 67 0.310 27.0 1,807 20.8 0 1,396 SE-Gls-4A-5v-d shgc-0.3 0%S 34 0.310 27.0 917 20.8 0 708 UP-Ceil-16B-50 1872 X 1 1872 0.020 1.7 3,257 1.0 0 1,797 Floor-20P-30 1 X 535 535 0.035 3.0 1,629 0.3 0 150 Subtotals for Structure: 16,535 0 6,219 Infil.: Win.: 61.9, Sum.: 32.2 1,427 4.010 5,722 0.312 624 445 Ductwork: 0 0 AED Excursion: 521 People: 200 lat/per, 230 sen/per: 6 1,200 1,380 Equipment: 2 750 3,550 Room Totals: 22,257 4,574 12,115 C:\Users\davidh\Desktop\Manley's 2 Story Eagan.rh9 Monday, July 22, 2019, 10:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air I Bloomington] 1/4? New Construction Manley 2 Story Bloomington, MN 55438 Page 7 Detailed Room Loads - Room 1 - First Floor (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,337.0 sq.ft. Supply Air: 617 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 3.0 AC/hr Volume: 12,300 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 79 CFM Runout Air: 88 CFM Percent of Supply.: 13 Runout Duct Size: 6 in. Actual Summer Vent.: 41 CFM Runout Air Velocity: 449 ft./min. Percent of Supply: 7 % Runout Air Velocity: 449 ft./min. Actual Winter Infil.: 81 CFM Actual Loss: 0.125 in.wg./100 ft. Actual Summer Infil.: 42 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-12F-Osw 45 X 9.2 340 0.065 5.7 1,923 0.9 0 294 SW-Wall-12F-0sw 45 X 9.2 300 0.065 5.7 1,696 0.9 0 259 NW-Wall-12F-Osw 40 X 9.2 311 0.065 5.7 1,759 0.9 0 269 SE-Wall-12F-Osw 45 X 9.2 402 0.065 5.7 2,273 0.9 0 348 NE-Wall-12F1-0sw 45 X 1.5 67.5 0.065 5.7 382 0.9 0 58 SW-Wall-12F1-0sw 45 X 1.5 67.5 0.065 5.7 382 0.9 0 58 NW-Wall-12F1-0sw 40 X 1.5 60 0.065 5.7 339 0.9 0 52 SE-Wall-12F1-0sw 40 X 1.5 60 0.065 5.7 339 0.9 0 52 NE-Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 NE-Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 NW-Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 NE-Gls-4A-5v-d shgc-0.3 0%S 32 0.310 27.0 863 22.2 0 710 SW-Gls-4A-5v-d shgc-0.3 0%S 114 0.310 27.0 3,075 28.4 0 3,239 NW-Gls-4A-5v-d shgc-0.3 0%S 36 0.310 27.0 971 16.1 0 580 SE-Gls-4A-5v-d shqc-0.3 0%S 12 0.310 27.0 324 20.8 0 250 Subtotals for Structure: 16,243 0 6,697 Infil.: Win.: 80.9, Sum.: 42.1 1,865 4.011 7,480 0.312 816 581 Ductwork: 0 0 AED Excursion: 507 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 2,750 3,550 Room Totals: 23,723 3,966 11,795 C:\Users\davidh\Desktop\Manley's 2 Story Eagan.rh9 Monday, July 22, 2019, 10:11 AM Rhvac-Residential &Light Commercial HVAC Loads - Elite Software Development, Inc. Minnesota Air I Bloomington New Construction Manley 2 Story Bloomington, MN 55438 _ `�-LIr` Page 5 Building Pie Chart Floor 7% Ventilation 8% Roof 5% E 1 . ;HInfiltration 23% il Wall 37% 1 . 00)' Door 3% ill. Glass 16% FlRoof 5c0% lo AED Excursion 3% Wall 7% Ventilation 6% Infiltration 7% Glass 21% / - `. ., ihro.„..„.„...„.....„,,,,,---''''' Door 1% Equipment 39% People 11% C:\Users\davidh\Desktop\Manley's 2 Story Eagan.rh9 Monday, July 22, 2019, 10:11 AM Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc. Minnesota Air I Bloomington 3New Construction Manley 2 Story Bloomington,MN 55438 Page 6 . System 1 Whole House Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A-5v-d: Glazing-Double pane low-e (e = 0.20 or less), 146 3,938 0 3,949 3,949 sliding glass door, e=0.05 on surface 2, vinyl frame, u-value 0.31, SHGC 0.3 4A-5v-d: Glazing-Double pane low-e (e= 0.20 or less), 216 5,826 0 4,014 4,014 sliding glass door, e=0.05 on surface 2, vinyl frame, light color blinds at 45° with 75% coverage, u-value 0.31, SHGC 0.3 11N: Door-Metal - Polystyrene Core 63 1,917 0 528 528 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2611.8 14,769 0 2,258 2,258 cavity, no board insulation, siding finish, wood studs 12F1-0sw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 255 1,442 0 220 220 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 15B0-15sf-8: Wall-Basement, , R-15 board insulation to 1377.6 5,074 0 14 14 floor, no interior finish, 8'floor depth 12F1-0bw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 328 1,855 0 183 183 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1872 3,257 0 1,797 1,797 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 20P-30: Floor-Over open crawl space or garage, Passive, 535 1,629 0 150 150 R-30 blanket insulation, any cover 21A-24: Floor-Basement, Concrete slab, any thickness, 2 1260 2,741 0 0 0 or more feet below grade, no insulation below floor, any floor cover shortest side of floor slab is 24'wide Subtotals for structure: 42,448 0 13,113 13,113 People: 10 2,000 2,300 4,300 Equipment: 5,750 9,350 15,100 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 158, Summer CFM: 82 14,628 1,596 1,137 2,733 Ventilation: Winter CFM: 190, Summer CFM: 95 5,268 1,843 394 2,236 Exhaust: Winter CFM: 190, Summer CFM: 95 AED Excursion: 0 0 1,164 1,164 System 1 Whole House Load Totals: 62,344 11,189 27,457 38,646 Check Figures Supply CFM: 1,415 CFM Per Square ft.: 0.317 Square ft. of Room Area: 4,469 Square ft. Per Ton: 1,388 Volume (ft3): 37,983 System Loads Total Heating Required Including Ventilation Air: 62,344 Btuh 62.344 MBH Total Sensible Gain: 27,457 Btuh 71 Total Latent Gain: 11,189 Btuh 29 Total Cooling Required Including Ventilation Air: 38,646 Btuh 3.22 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACOA Manual J 8th Edition, Version 2, and ACOA 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\davidh\Desktop\Manley's 2 Story Eagan.rh9 Monday, July 22, 2019, 10:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Minnesota Air(Bloomington IlifS New Construction Manley 2 Story Bloomington, MN 55438 Page 4 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A-5v-d: Glazing-Double pane low-e (e = 0.20 or less), 146 3,938 0 3,949 3,949 sliding glass door, e=0.05 on surface 2, vinyl frame, u-value 0.31, SHGC 0.3 4A-5v-d: Glazing-Double pane low-e (e = 0.20 or less), 216 5,826 0 4,014 4,014 sliding glass door, e=0.05 on surface 2, vinyl frame, light color blinds at 45° with 75% coverage, u-value 0.31, SHGC 0.3 11N: Door-Metal - Polystyrene Core 63 1,917 0 528 528 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2611.8 14,769 0 2,258 2,258 cavity, no board insulation, siding finish, wood studs 12F1-0sw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 255 1,442 0 220 220 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 15B0-15sf-8: Wall-Basement, , R-15 board insulation to 1377.6 5,074 0 14 14 floor, no interior finish, 8'floor depth 12F1-0bw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 328 1,855 0 183 183 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1872 3,257 0 1,797 1,797 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 20P-30: Floor-Over open crawl space or garage, Passive, 535 1,629 0 150 150 R-30 blanket insulation, any cover 21A-24: Floor-Basement, Concrete slab, any thickness, 2 1260 2,741 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24'wide Subtotals for structure: 42,448 0 13,113 13,113 People: 10 2,000 2,300 4,300 Equipment: 5,750 9,350 15,100 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 158, Summer CFM: 82 14,628 1,596 1,137 2,733 Ventilation: Winter CFM: 190, Summer CFM: 95 5,268 1,843 394 2,236 Exhaust: Winter CFM: 190, Summer CFM: 95 AED Excursion: 0 0 1,164 1,164 Total Building Load Totals: 62,344 11,189 27,457 38,646 Check Figures Total Building Supply CFM: 1,415 CFM Per Square ft.: 0.317 Square ft. of Room Area: 4,469 Square ft. Per Ton: 1,388 Volume (ft3): 37,983 Building Loads Total Heating Required Including Ventilation Air: 62,344 Btuh 62.344 MBH Total Sensible Gain: 27,457 Btuh 71 % Total Latent Gain: 11,189 Btuh 29 % Total Cooling Required Including Ventilation Air: 38,646 Btuh 3.22 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:1Users\davidh\Desktop\Manley's 2 Story Eagan.rh9 Monday, July 22, 2019, 10:11 AM Rhvac-Residential&Light Commercial HVAC Loads _- Elite Software Development,Inc. Minnesota Air[Bloomington] New Construction Manley 2 Story Bloomington, MN 55438 Page 2 Project Report General Project Information Project Title: New Construction Manley 2 Story Project Date: Thursday, July 18, 2019 Project Comment: Client Name: Manley Residence Client Address: 786 Summerbrooke Court Client City: Eagan, MN Company Name: Lofgren Heating &Air Company Representative: Randy Andrews Company City: Apple Valley, MN Design Data Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 960 ft. Altitude Factor: 0.966 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -15.33 n/a n/a 72 n/a Summer: 88 72 47% 50% 75 30 Check Figures Total Building Supply CFM: 1,415 CFM Per Square ft.: 0.317 Square ft. of Room Area: 4,469 Square ft. Per Ton: 1,388 Volume (ft3): 37,983 Building Loads Total Heating Required Including Ventilation Air: 62,344 Btuh 62.344 MBH Total Sensible Gain: 27,457 Btuh 71 % Total Latent Gain: 11,189 Btuh 29 Total Cooling Required Including Ventilation Air: 38,646 Btuh 3.22 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:1Usersldavidh\Desktop\Manley's 2 Story Eagan.rh9 Monday, July 22, 2019, 10:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] New Construction Manley 2 Story Bloomington, MN 55438 Page 3 Load Preview Report Net ft.2 Sen Lat Net Sen Sys Sys! Sys Htg Scope Ton /Ton Area Gain Gain Gain Loss CAct CFM CFMM CFM M Building 3.22 1,388 4,469 27,457 11,189 38,646 62,344 1,194 1,415 1,415 System 1 3.22 1,388 4,469 27,457 11,189 38,646 62,344 1,194 1,415 1,415 Ventilation 394 1,843 2,236 5,268 Lone 1 4,469 27,064 9,346 36,410 57,076 1,194 1,415 415 1-First Floor 1,337 11,795 3,966 15,761 23,723 496 617 617 2-2nd Floor 1,872 12,115 4,574 16,689 22,257 466 634 634 3-Basement Level 1,260 3,154 806 3,960 11,096 232 165 165 C:\Users\davidh\Desktop\Manley's 2 Story Eagan.rh9 Monday, July 22, 2019, 10:11 AM EAGAN _ City Inspection Dept. Copy 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 Summerbrooke Lot Number 20 Block Number 1 Address 786 Summerbrooke Court Builder Bliss Homes Phone Number: (507) 649-7364 Contact: Nathaniel Bliss Tree Protection Requirements: Tree Protection Fencing Installed on Site (Orange Poly Fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: Ten (10) Category A trees (>=4.0" caliper deciduous trees, or>= 12' conifer trees). Per approved Tree Mitigation Plan, eight(8) Black Hills Spruce trees in backyard area (8 have already been installed by developer). One(1) Hackberry tree to be installed in front yard and (1) River Birch tree to be installed in side yard following constructio Attachments: EAGAN FORESTRY DIVISION X Yes (Refer to attac SEYIWIE,Ps) No BY A-Drut t ./. Additional Notes: DATE 9/ y/Aq H:\aschnaible12019fileltreepres\Tree Preservation Plan Summerbrooke Lot 20:ock 1 E O U .co E Z 2 H a E 0 N N 0 E lG 0 M I n m 111 9- 4- f0 C .0 CO 4, ,C C +' 0 Z U ., C1) L aJ 4, N L a) 0 4, }+ O C :,7a a) 0 o o -o E 10 N '5 f0 a. 0 al V U C H N O a) C �. N a-+ t CN N 'Y0 •� C U m to en O E L a) C. Z - -' a, " 3 0 2 A o � g rn- E c > c E A i I c E a' e rn o a' �° Q _c a) Low E d rn co �'co ° Eo0 � 3cy ~ a � 'evcN� -° iv `° C d E Q o 00 o m C '6 a 0°6 co Q ac L o °cam0. u N vg .cco c,� ' O U) 01 Ua Y `� 4. O,-CO E CO O ? OOI- ,� C Qj N L G= V oe C m E z cn oCD n� ° Q �i U 0 Q V M O 4- C CO N N CO E c0 V — • o L E a on_ Z' /apt °,, flU c VPN A°••e E ((II ) n" u_ .. . , (1 : i 7/E +� .. E \1'x/, 1•'4\ E a,; a a) \N. /a••`4 Q M N M Q \_ OL C O 3 7 Ccc IL 0 F- 0 a ii N U N a) +,, N -G C v- C O 0 2 uo 9 4 Lfo 462 ° OpNj ._oUncoE °N ° OE-0 .z cue o 2 w> 8 2 O LL'• o YU V Id aCG .2• Mei U � y ` N nO -E iz/.- IJmLLCOfNOEG!NOa)ENOCa)OON coQ V r1 0 L (.) co O N N V -0 N .0 O N .O 7i-OPi4. !°.'•• c = co • L V N M coE 4,lbw*V i Z 1 V C n I U. "".i VIII • i c O E O Q . ;., : f p c .0 Q co L VI H vi i H e tit) k StMM i . �R&Ro �� 4,,t -*L.? / , r� • Bb�A 4J a 4 r a _ ` i ` r8 .e � O ? • $3j q. s n x iN 28 8 / I ., : �. en mark / I ?39 647 sY 457 e /• `.(9432 / -fit x / e seg U ? 1 x //\IPorch 94‘a •L! •„er '4:00' N x kj cv ,'r / r 79 931.38 / + I� 9�1ch gg �gg , ; CaPogo G.,. •-.. x Ben chmarlt /// ` / ,� / ` Ar 1 A / `�, (9 44) 4) •x Ar X. 1 64;#0, 6' / i'A� =e ` / X1,3 ' 9'�e0 ►. P35.6 ob x / x // \ / ty r0 ry00 /�'// x x a //ti (fix �i / I. sA' / xo �;� x / TQd) i / / x 1 1� •fig •,„/ /1,---'4.2 e ' A x -, j�/ `N �0 9441.8 •1 '// 'I. / 4 "(034.1) N" / 1,9 x 1 x o 932.10 CO //sijspft ..0 • P I / I �x Benchmark / s •• j / x • 3 / p •sex , i r x , /� x s.- /// "'""' " / 'x • 20 1 q 41 / �'"`"M1. / I / , / t.-048.3 r�,l / 1/ tier c.. l / / // / /I / /1 Drainage and utility (058.2) easement per plat (988.3) N89°57'00'W 130.76 C.S.A.H. NO. 30 DIFFLEY ROAD • Denote.tan pipe Lowest opening elevation per grading plan:932.2 Lot area 18340 SF If Denotes service House area 2583 SF Lowest floor elevation par grading plan:924.2 Porch area-335 SF ® Denote.television box Sidewalk area-41 SF ■ Denotes electric box Driveway ova-581 SF (p Dates teepee,.box 1:10/10--101.10L1212. _(Promised)/AS_htllti Total Imper0oue Area-3500 SF X 000.00 Denotes.deans elevation Lowest Floor Elevation :(924.2) / Impervious Coverage-21.4X000.00 Denotes � Building Coverage-17.77< < ) OpOsedlO" Top Of Foundation Elev. ;(932,g) / Denotes drainage Dor dire:ten (,onstructlon Nater. A Denotes spite Garage Slab Elev. 0 Door:.(931.1). /Drop 1.4 ft. 1.Install rock construction entrance. snowmen@ Denotes retaining wall designed and 0' 10' 20' 2.Install silt fence as needed for erosion control. bull by others. 3.Sidewalks shall drain away from house a minimum of 1.070 4.Contractor must verify driveway design. 5.Contractor must verify service devotion prior to construction. Scale: 1" - 20' 8.Add or remove foundation ledge as required. General Notes: Benchmark: 1. Grading plan by Pioneer Engineering last dated 8-22-18 was used to We hereby certify to Hunter Homes,LLC that this survey,plan or Lop Nut Hydrant determine proposed devotions shown herein. report was prepared by ma or under my direct supervision, and Lots 22-233Block 1 lo 2.This survey does not purport to show improvements or encroachments, that 1 am a duly licensed Land Surveyor under the laws of the Devotion-935.13 except as shown,as surveyed by me or under my direct supervision. State of Minnesota,dated 10/17/18. 3.Proposed building dimensions shown ore far horizontal location of structures on the lot only. Contact budder prior to construction for approved construction Signed:/•I.•er En,Ineering,P.A. �ReritMxe: plans. / 1.)03-2 1-19 Subeim pe be 4.No specific soils Investigation hoe been performed on this lot by the surveyor. 2.)67-17-19Revisal hos. The suitability of sods to support the specific house proposed Is not the BY: , 3.)07-11.19 Resets how responslbNNy of the surveyor. •a sr . 'aw can, -re sae• . an• u�rveyor 5.This certificate doe.not purport to show easements other than those shown Minnesota License No.42299 emal-phawkinsanOpionereng.com on the recorded plat. e.Bearings shown ore based on an assumed datum. P �Y IS VEERSot 20, Block 1, neerY�r,�,P.A.PA SUMMERBROOKE Certificate of Survey for: n.aBoer w-waxwmn uesosysew umeu..skwnscn according to the recorded plat thereof Hunter Homes,LLC 24228noerpri.e!MVO Ph.:651)681-1914 ' Dakota County, Minnesota Mendota Heights,MN 55120 Fu:(651)681-9488 9262 Albright Court www.poneerang.com Address: XXXX Summerbrooke Court, Eagan, Minnesota Inver Grove Heights,MN 55077 __ House Model: XX Devotion: X Project 11:118333000 X:7898 Drown by:SDA Buyer Inv en%n......Gine i....i... .• \ / Ivria,......._.,4„, ' \\V`\ .. _ s \r-.;_. i Ilkia ' > ,, -- \ \ ./ i 1 \ 7 ‘,\... ..Q‹ ..._ N‘-) ..';•IsipmFoi.14.4,-4 , ,--- ., 41110.11" I 156tio i " .:.`4* r - -A Isidoi 41.1......„ TAM I 'Ilik A •f;i 7 . MOW , t..... . jit Writ j 'AVEAFS 0, II iI r, 6 --0 7 ,.. 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Cl) w >-1 w F- Z Q < D N 1- in I O) 0 N 1- co 0 N N IO % % % 33 % 2 % % . o m m m m m m co co ( a* a* apt' ad E* Iv acv II Q I F- LTJ Z }' Z W Q W Z Z CO w W Er JO w U U Q U La D E ' x Q m o H Z Z Q W w ix Q n W C" < W F- 0 0 W Q X U iX C— U) < U Q m 0 W w O U W > 0 g m F J U W a 0 < o m a W z N U w Cr •m Z cn = z r Z _ Cl) 0 ; w V) X Y m Z = z w }. < m a. Cho Y Ce a C) Z o D Q z o 3 Q I U!) E C V) CO . F f I 1 TREE PRESERVATION PLAN REVIEW-INDIVIDUAL LOT ‘, ..., EAGAN .�. Date Building Permit Application Received e a 25/ Development SL144.0y b r�0,4_ Lot z 0 Block Site Address 1$4 6-Avt-h-t-4- bnqe)It 4 e:/', Builder $! S. th,144. Contact A114.-÷AeLAVOI Telephone_$b7.- /e ` ,-S S h.o � ��• �-f �T3� � E-mail b� ��1/� �11�.�w (owl. Property/Lot Owner Name Telephone E-mail Office Plan Review-Date 0/1/2/2.6/2.&L T Notes Co gegd -/ht,c,Ui i'7 #5.etft7 _Ii I I • E1ec.c k_ 147'11s ..t.1 in .& a 4 eircA a " 1604 - th.h j in '/-Li_ - - If ed i• d '1 t B jj R1' ...v' Sip.ej o t o sa_i..c_j_ itakei, Tree Preservation Data Original Plan Revised Plan Total Significant Woodland Area sq.ft sq.ft Total Significant Trees Woodland To Be Removed sq.ft sq.ft Trees To Be Removed Allowable Woodland Removal(20%) sq.ft sq.ft Allowable Tree Removal(20%) Required Mitigation YES (or) NO Calculated Mitigation Amounts Original Plan- Category A Category B Category C Revised Plan- Category A Category B Category C Site Inspection—Date ' /I3/ /' Notes di u's_ a _ i' Aa ' 4AO ' — 4.. -C. 1 j / AO W1tiiJ / 0 / &V A /0 LAl 0 . ice_ ° —A —_—._ :-1/_' i G:\GHOVE\Tn..Preservation Plan R•vkw-Individual Lot.docx /"'7J67 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: Lot 20, Block 1, Summerbrooke DATE OF SURVEY: 10/17/18 LATEST REVISION: c 6 U r► 6fY �� -/-' z a DOCUMENT STANDARDS O 0 0 • Registered Land Surveyor signature and company O 0 0 • Building Permit Applicant 0 0 ❑ • Legal description O 0 0 • Address O 0 ❑ • North arrow and scale O 0 0 • House type(rambler,walkout,split w/o,split entry,lookout,etc.) 0 0 0 • Directional drainage arrows with slope/gradient% 0 0 0 • Proposed/existing sewer and water services&invert elevation O 0 0 • Street name ❑ 0 0 • Driveway(grade&width-in R/W and back of curb,22' max.) O 0 0 • Lot Square Footage O 0 0 • Lot Coverage ELEVATIONS Existing O 0 0 • Property corners O 0 0 • Top of curb at the driveway and property line extensions 0 0 0 • Elevations of any existing adjacent homes 0 ❑❑ ❑❑ • Adequate footing depth of structures due to adjacent utility trenches • Waterways(pond, stream,etc.) Proposed 0 0 0 • Garage floor 0 0 0 • Basement floor O 0 ❑ • Lowest exposed elevation(walkout/window) O 0 0 • Property corners O 0 0 • Front and rear of home at the foundation Yes • PRV Required PONDING AREA(if applicable) ❑ 0 0 • Easement line ❑ ❑ ❑ • NWL 0 ❑ • HWL O 0 0 • Pond#designation ❑ ✓❑ 0 • Emergency Overflow Elevation ❑ 0 0 • Pond/Wetland buffer delineation No • Shoreland Zoning Overlay District EMI • Conservation Easements DIMENSIONS ✓❑ 0 0 • Lot lines/Bearings&dimensions O 0 0 • Right-of-way and street width(to back of curb) 0 0 0 • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) O ❑❑ ❑❑ • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and sideyard setback of adjacent existing structures El0 0 • Retaining wall requirements: Reviewed By: Dave Westermayer Date 8-14-19 G:/1 Engineering/Forms/Cert.of Survey Checklist Fillable 6-28-19 C\f 11: � � FR � 41,3 - AIN 1NN eR Ory 00 31 Maximum Slopes RRV \ !r S F Or Y Maximum MOWN \ ��j� 3 CoC1 Be Required „wig d` . • �'T .e) o 7.O� a a. Li Ory 4 \ ryQ. (`928 0 �J ^�� S^ � x 21.8 -- 926.78 / ry CO/ \. Benchmark // / 23 4 INStAi� Q� k (934 •CO ry'PRO" 43, 1o.6 )) cy O . ,; �322` 114/ 5 x433 ` l .613/:lop rio p") p°ro 4 -. o,? eh, ^') ,x / 19 h o4' 1 �.\ m* 4o tO (�9? IP �c •6) 33 • 93� / 4 o •'! 1 / J �� / 9 / Bench6 ! Op Co1 �h moo• age �o / • M AMS. Benchmark / -�` / Aro \ rlrry / `--: (933.4) 1 I 0 ' 9'y°c,s�e- • 6 Go c �� 935.6 ry. ` / 1�)3�\ / Fe �" o / fob „9 /411 0 _ 4 oi / 93•2. o / 4 � � x ? / �� (n / (9��5 �i / wr x I v ae qX/ / do �' �o 4 �� Cb I 6 4 /h I 4 40 x ,cy� �� y 4 4�� (9,�i,.)1 / �X (934.1) 0 tw= 948.8 �� / x / bw= 935.3 111 / 4 932.10 Bench J) �1/fljfljfffl oh? ti Benchmark J / 111111j11j11r ��. • / a"' f11 Hoot ce / x IIIIiff1a q' .4( 111 flflljCf1111j 104,8 fq �4 h I /ro �"� II ffff111111j11j1 cd �"' V. /44 F\ 0) 20 R:of E 0 I / tw= 948.3 0 1 / / / i / bw- 9 4.4 z_ By , Date 8//i) BA , : • G DEPT, /1 / / pSL � Drainage and utility o (956.2) easement per plat - (956.3) N 89°57'00"W 130.76 C.S.A.H. NO. 30 D I FFLEY ROAD • Denotes iron pipe Lowest opening elevation per grading plan :932.2 Lot area =16340 SF 463Denotes service Lowest floor elevation per grading plan :924.2 House area =2563 SF Denotes television box Porch area =335 SF Sidewalk area =41 SF Denotes electric box House elevations (Proposed) / As-built Driveway area =561 SF 0 Denotes telephone box Total Impervious Area =3500 SF X 000.00 Denotes existing elevation Lowest Floor Elevation :(924.2) / impervious Coverage =21.4% ( 000.00 ) Denotes proposed elevation Top Of Foundation Elev. :(932.9) / Building Coverage =17.7% Denotes drainage flow direction Garage Slab Elev. 0 Door ;+(931.1)+ / Drop 1.4 ft. A Denotes spike construction Notes: sousmisuiu■ Denotes retaining wall designed and 010� 20' 1. Install rock construction entrance. built by others. 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 Scale: 1" = 20' construction. 6. Add or remove foundation ledge as required. Benchmark: General Notes: Top Nut Hydrant 1. Grading plan by Pioneer Engineering last dated 8-22-18 was used to We hereby certify to Hunter Homes, LLC that this survey, plan or Lots 22-23 Block 1 determine proposed elevations shown herein. report was prepared by me or under my direct supervision, and Elevation = 935.13 2. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 10/17/18. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction Signed: io eer En ineering, P.A. rRevisions: 1.)03-21-19 Stake house plans. 2.)07-17-19 Revised house 4. No specific soils Investigation has been performed on this lot by the surveyor. 2.)07-17-19 Revised house The suitability of soils to support the specific house proposed is not the BY: responsibility of the surveyor. Peter J. Hawkinson, rofessional rand Surveyor 5. This certificate does not purport to show easements other than those shown Minnesota License No. 42299 email-phawkinson®pioneereng.com on the recorded plat. 6. Bearings shown are based on an assumed datum. PJNEERengineering, Lot 20, Block 1,PA. SUMMERBROOKE Certificate of Survey for: `IVS.UNOINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS according to the recorded plat thereof . Dakota County, Minnesota Hunter Homes, LLC 2422 Enterprise Drive Ph.:(651)681-1914 9262 Albright Court Mendota Heights,MN 55120 Fax: .ploneerreng com Address: XXXX Summerbrooke Court, Eagan, Minnesota Inver Grove Heights,MN 55077 House Model: XX Elevation: X Project#:118333000 KFloPer#:7898IDrawn by:SDAA s: Buyer: Inv Olho- Dinrs.Ar pnnirtnAriri Peggy Fleck From: Perry Millner <perryblisshomes@gmail.com> Sent: Friday,January 31, 2020 8:26 AM To: Peggy Fleck Subject: Updates For/ Bliss Homes Peggy, Here are the updates for the two addresses we talked about on the phone: -- 786 Summerbrooke Court, update Plumbing and HVAC to be Air Mechanical 752 Summerbrooke Circle, update Plumbing to Air Mechanical /HVAC to Lofgren I will come to pick up the new permit card updates. I will bring them to each job site. Thank you Perry Bliss Homes 1 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA159970 Date Issued:02/03/2020 Permit Category:ePermit Site Address: 786 Summerbrooke Ct Lot:20 Block: 1 Addition: Summerbrooke PID:10-72950-01-200 Use: Description: Sub Type:Residential Work Type:Underground Sprinkler System Description:PVB 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. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - RPZ/PVB/Lawn Irrigation $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 - Hunter Homes Llc 7700 145th St W Apple Valley MN 55124 Air Mechanical 16411 Aberdeen St NE Ham Lake MN 55304 (763) 434-7747 Applicant/Permitee: Signature Issued By: Signature SAFE HAVEN S E - - L _:tea - \`_. 4652 38T. AVENUE SOUTH STRUCTURAL ENGINEERING MINNEAPOLIS, MN 55417 612-284-7033 March 12, 2020 Bliss Homes, LLC APR 0 3 MO Nathaniel Bliss Project (SH#19361): Framing Issues 786 Summerbrooke Ct ,: Eagan, MN Dear Nathaniel: DATE: o �vo1d BUILDING IN PECTIONS DIVISION As you requested, I have reviewed the final items for the framing repairs for the new residence located at 786 Summerbrooke Court in Eagan, Minnesota. A site visit was conducted by Derek Phillips, PE on March 11, 2020. The following items were looked at: • B8 on the Main Level that is hanging off the girder truss is a (2) 1 3/4"x 9 1/2" LVL instead of a (2) 1 3/4"x 11 7/8" LVL as called out on the drawings. This is acceptable. • The internal shear wall between the Dining Room and the Study on the Main Level has existing duct work running through the truss bays above and below it. As long as 4 bays have blocking above and below this internal shear wall, that will be adequate. Please see the attached drawings for the suggested locations of these four bays. • If an existing penetration exists in one of these bays, provide continuous 2x4 framing around the opening and fasten the 1/2" OSB accordingly. See the attached detail. The 2015 Minnesota State Residential Code is applicable. Please call me if you have any questions concerning this project. Sincerely, Safe Haven Structural Engineering LLC./Z UCENSID 47507k`' Derek 0 Phillips, P.E. ci MN Reg. No. 47507 ". p M t4,0,•:, S„IIItt DISCLAIMER: The structural evaluation is limited to structural elements judged to represent typical framing element conditions and capacities. The opinions stated in this letter are based on Safe Haven SE's reasonable professional judgment and experience. This letter does not address any other portion of the structure other than those mentioned,nor does it provide any warranty,either expressed or implied,for any portion of the existing structure. 1 .-7• •• r----— --- - - ____ 48-06-00 _ ,I 1 22-06-00 26-00-00 ---I. 1,_ 6-06-00 !, 6-08-00 6-06-00 i -i ---1 soiEN4 l%O Er ,---1 4 --7- -- ' ,T,37:1_7- ,,e,.,.''4 ,_____ id: -,, 7 xi, ..., cn r-, J2 i ' -^2 i 2 1 K1 I FF1 FF10 -' 14:4103 1 1-07-03 FF21 .i ------- ---- _k-7 - 1FFID 1-0/-03 ,---.7--- -- 1.0t03 _ ; __ I ''' -.,Fr"-1-0-03 .10-03 1 1 -1 -FFT0-713 1-0-03 I I '-' I ____.___--- .40 . 1-0 ..• 1 -03 I t II ...1.0103 .. I - • FRS' • . ' :---•1 F 1.-03 '..., 1-0-03 I wsi4 1-0-03 1•.....1 I - F 2 .... „... .tr g1: li N2` •'' iii.91110. 5 t.04.440VOSOW I . , 0" " — h ---- i -7 1 ill 2-00-00 I •::. 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Ilt 1p 44,, sm izo-4,-;rn 5 i g smosz2 a 1 9-91611 *cf.:1o,- -..1 ili; Ili Iii/ 11 : /`?'Is ill ;FI 1 4 E4 -40 r tzi.„,._ 41 81 M M2 mc ;t'l' g2g M gi 51 co, 11, ' 227 rTin-orn,- 82sc., ; 1 00 . gA p 1 1 gPv I. 1 AxI c Li..1 Ci,a- 0).ca c al--.--I Z m ifl 1 1 g Irn • II! 1 1 1 :C Cn CC i 0 M i CO..4 0 VI 1 S. aib, ,-, --, -n, ,. . ›.- i ----.-. ..- ........ .-..- 'Customer Scherer Brothers Lumber-Arden Hills-IRS Job Number: 30971543 ke.) I Home Owner: BLISS HOMES/MANLEY RES 1 Job Name: 2nd Floor L.." t _ 1Site Address: 768 SUMMER BROOKE CIRCLE Sales Rep: Tony Stimmler Version:8.3.1.215 ......., na Lanio Or Ca..ft Poi NI 45.21 I Plc 631484,1110 Fate 06145.4705 City,ST,ZIP: EAGAN MN Designer John Miller Date: 10/3/2019 — < < JOB 766 Sur,-£n &aft C. Cr H4/ /4JE/ r .'0 fb El frirt � ' � SHEET NO. OF �+ • li * CALCULATED BY G/"/--- DATE 3hal°c' STRUCTURAL ENGINEERING CHECKED BY DATE MINNEAPOLIS, MN SAFEHAVENSE.carw SCALE 25"ck MI6 /9T A7. ,.firz 1./4-(4.. 04 .Y,sT. a,7 4.10t-K APR 0 8 100 1-----7'. - 1.-----------7"------ — . ' I F/ZR.N£ AtouAlo LXui. dile%c.k/ek qZx Y 1-0.4.0+..10, TV _ '!-- 40-00-00 ---------------; F--- 13-06-00 26-06-00 -- Fl 14.03 F2 1 I _ _ _ 1 --1-Z3 F2 i 1 -r--- --- -.— ,.., 1-07-03 F3 1-07-03 F31 1!:04.1_74_12, 1-07-03 ' I r.) (t) 1-0-03 1-0-03 3j ...... E il,E,L;t(if,NON 14)7•03- I _ - i 0-1 - . ,-.1 2-00-00 ! 4 5-02-00 . 5-05-04 Al 2-00-00 ill 25 4 g , f mi to= im ----- - ------ 1 _ F7 , g F2' It F5 2-00-00 * g -,... _ — - — In— zmFor;:ii 2 F2. fill F5 i g 2-0-oo 1.4,1ie' 2-00-00 ______=______..------ --ra „ark HI AOEFI 1 F20 1 2-00-00 F5 4,m .---ro , 1-07-03 11,, •131 _ i Kr; Tr10 1-07-03 101P 2-00-00 ! --41 1111,tr i ' 1 2-00-00 F5 41 ,_ 1-07-03 , —-- 2-00-00 ME; 2-00-00 F5 ; 1 Zir11 -- . T,'.. It 24)0-00 AAS 2-03-00 F5 '1 .11 5 . 0, 1 2-00-00 Mi 2-00-00 __L. 1111 4-- .....4.,_ __ Fll r 011 PAJNTEO END OF TRUSS 2-00-00 2-00-00 F5 F12 7---trymmt.--r: .,..,,, MI F5 -n kz t's 2-00-00 110 2-09-00 j31 °-4' --1 I 'f, 1 F15 ilF--- -- T-- , _At iL __ 1-10-04 __ _ 1-11 8. F5 — 1 1 — F14 F6 i 1-06-00 NOTE TO RELIEVE UPLIFT THE TOP CHORD OF TIE F15 TRUSS MUST BE CUT THROUGH BETWEEN THE DOUBLE VERTICALS AT THE INTERIOR BEARING POINT tO N t 10-08-00 12.02-00k 17-02-00 1 IktP §1;11 TAD; "ill tn ; t, 0ilx ol Pmz . lo.z> zo ori;o .9x co 11 oor co<rq em 1,1 1-6,0 z;o rn 0 o m c .717. cgrt 8,0 m . .2 ws ta4 Pgl gF, 1 1 , r 0 iEN mm. 5/54 nizz g 0 t k''. Po M m I A> o L. •p 1 Customer Scherer Brothers Lumber-Arden Hills-TR Job Job Number 309715-C _ -- -- VI i-Job Name: 1st Floor LLAU15 Home Owner BLISS HOMES/MANLEY RES i „_. -t- ------ __ w ; ; ;Site Address: 768 SUMMER BROOKE CIRCLE ! Sales Rep: Tony Stimmler Version:8.3.1.215 — -- City,ST,ZIP: EAGAN MN Designer John Miller Date: 9/26/2019 __1_ _ v-zr, AEF?05EALa 1 I Duct S�aI r-ig Fro1r-�sic1� Certificate of Completion Duct Sealing Performed For: Hunter Homes, Hunter Homes 786 Summerbrooke Court Eagan, MN 55123 Overall Sealing Results When we arrived, YOUR DUCTS HAD: 797.4 CFM of Leakage, equivalent to a 150.6 Square Inch Hole This equals 478.4 refrigerators full of air loss every hour. After we finished, YOUR DUCTS HAVE: 3.0 CFM of Leakage, equivalent to a 0.6 Square Inch Hole This corresponds to a 99.6% Reduction in Duct Leakage. Note: Duct Leakage results are calculated in Cubic Feet per Minute (CFM) measured at a standard OPERATING PRESSURE of 25 Pa. AEROSEAL. EDuct Sealing From The Inside (FM l eakage at 25 Pa 800 600 400 200 0 0 10 15 20 25 30 35 40 Sealing Time in Minutes Aeroseal Technician Cory W and Bryan P Aeroseal Case ID 4015 Date of Seal 6/23/2020 System Description Forced Air Seal Description Supply Hardware HomeSeal Duct Sealing Performed By: Air Mechanical 7989 S Suburban Rd Centerville, OH 45458 Phone: 937.428.9300 AE/405EAL W].51' EDO Spa1ir-ig From TI-'a 1rrnsicl� Certificate of Completion Duct Sealing Performed For: Hunter Homes, Hunter Homes 786 Summerbrooke Court Eagan, MN 55123 Overall Sealing Results When we arrived, YOUR DUCTS HAD: 300.5 CFM of Leakage, equivalent to a 56.8 Square Inch Hole This equals 180.3 refrigerators full of air loss every hour. After we finished, YOUR DUCTS HAVE: 3.7 CFM of Leakage, equivalent to a 0.7 Square Inch Hole This corresponds to a 98.8% Reduction in Duct Leakage. Note: Duct Leakage results are calculated in Cubic Feet per Minute (CFM) measured at a standard OPERATING PRESSURE of 25 Pa. AERLSEAL. Duct Sealing From The Inside Aeroseal Technician Cory W and Bryan P Aeroseal Case ID 4015 Date of Seal 6/23/2020 System Description Forced Air Seal Description Return Hardware HomeSeal Duct Sealing Performed By: Air Mechanical 7989 S Suburban Rd Centerville, OH 45458 Phone: 937.428.9300 3830 Pilot Knob Road I Eagan MN 55122 Phone: (651) 675-5675 l Fax: (651) 675-5694 buildinginspections(citvofeagan.com Address: 786 Summerbrooke Ct Permit #: 157567 The following items were / were not completed at the Final Inspection on:-7/'Ze,/® Ze 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 Porch Lower Level Finish Deck Fireplace kVA • 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. • CaII the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: