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641 Remington Ctib4-`t35 - 41o/511.0'52� 1�L Ib4 \ - too, 00 ?Ws 1404433 — Iov. oo e-- ..�• ••.o s�LA) \;(044313 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 ill 1 0 2020 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-56 buildinainspections(a�citvofeaoan.com BY: 2020 RESIDENTIAL BUILDING PERMIT APPLICATION For Office Use W 44 3 lo, TOO, 5ti Date Received: -/ a - Permit #: Permit Fee: EAGAN ECEIVE Date: 07.09.2020 Site Address: 641 Remington Ct Staff: L Resident/ Owner Type of Work Contractor Name: Ethan and Melissa Manley Unit #: Phone: 651.431 '8531 Address / City /zip 12000 S Robert Trl, Rosemount MN 55068 Applicant is: Owner Contractor g i� (�k1 Ic y actift C New Single Family Dwelling I [� Description of work: Construction Cost: $380,000 Company: Stone Cottage Construction, Inc. Address: 14787 Energy Way State: MN zip: 55124 Phone: 952.388.1301 License #: BC636874 s Multi -Family Building: (Yes / No I✓ ) Contact: Troy Aselson City: Apple Valley Email: invoices@stonecottage.com 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: Scherer Plumbing Mechanical Contractor: Lofgren Heating & Air Conditioning Sewer & Water Contractor: Bohn Well Drilling Fire Suppression Contractor: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you 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.citvofeaaan.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 nfo ." startwith th uthe ordainances and permit; that odesofkhe City of Eagan; that I understand this is not a permit, but only an application for a permit, and wo is o in accordance with the approved plan in the case of work which requires a review and approval •f o : n xTroy Asleson - President Phone: 952.447.6734 Phone: 952.431.5811 Phone: 952.445.4809 Phone: Applicant's Printed Name plic - j s Signature DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation N Single Family !N Multi 01 of Plex WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% 1,) Census Code #of Units # of Buildings Type of Construction _ Fireplace Garage Deck Lower Level Lot Porch (3-Season) Porch (4-Season) _ Porch (Screen/Gazebo/Pergola) Pool Interior Improvement Move Building Fire Repair Repair Vb REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation \ Foundation Before Backfill Roof: Ice & ater Final Framing 30 Minutes 1 Hour Fireplace: 3Rough In N( Air Test Final Insulation C [' '(r Sheathing Sheetrock Fire Walls Braced Walls Shower Pan Siding Reroof Windows Egress Window Roll -A- 35 Exterior Alteration (Single Family) — Exterior Alteration (Multi) Miscellaneous Accessory Building Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant Occupancy '' tic._ it. Code Edition Zoning Stories Square Feet Length Width eviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Radio Meter Read Copies TOTAL rviovr wy 517 MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Service Test Gas Line Air Test Hood Pool: _Footings Air/Gas Tests Final Drain Tile Siding: _Stucco Lath Windows Retaining Wall: Footings Backfill Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: , Building Inspector Brick EFIS 134-9-itim140•0 f- 1 r 6, If �1! `‘k c , 73 4(( I`b �0 12-) 0/3--L1) 1,247 (1(0)(‘Noi )1c-0) 6111 n-k 2b, D 0 o ���►` ' V Page 2 of 3 Ventilation Method IChotet ttIaw �Iantdro proems* only) Elsolizead, WV Ha tricorns Ventilator! or MO (Ene,g VatabRot - sent of yak In low must not owed continuous rendlotion rate bo more than 100li. 1 Exhaust onto Continuous bon outing In trim Lawcfm: I I Nth cfn: e200 Continuous fin rating In din $cipidty mom hot amid mains stntEdfon Wein mere thin n gOli. Directions - Choose the method tV ventilation, balanced or ei he ust only. Balanced ventilation systems are typically HRV or "Ws* tinter the 'ow and high city; otnavnb, LIIK.C411aD• fi , must be equal to or greater than the required cantyuolu natilethalrate and feu then 2001E greater than the continuous uous rate. (Far instance, yoke loorrfrn 1s 40 ;fat the ventilation fan must not enured 1u t fma Automatic con trots may of ow the use of a forger fon that is operated u percentage *tad; haw Sectletl C Ventilation fan Schedule _ Descri ' ' Location Continuous intermittent QI11 14,.41 - Low.... � To C �M ofti ti4 ma, 4l 1ec/, j o cv: a w�r. VreiJ 1^ ifPTer 1clue. ( TO CC f /H di Vex/a- _ it - uppee'' ter/a I o - C Y/ 1 DkwCttar►s - The ¥enilfohlon jon schedule should (loathe what the fan is for, the locatlart, 4i, and whether It Itusedfat camTiutotrs or InCerrs,Ittent wttMatto& Thelon that is Chase for continuous ventilation must be equal to or greater than the low tern air Mina and less than 20074 swam than the c0Atinaousmete. (For Instance, if the tow tftn Is 40 t fm. Mecentbelara ventilation fan mast not exceed W rfrn. j Ardeerratic controls may Maw the UM of a larger fan that is operated a Penn terse 01 each haw. Section D Ventilation Controls porno. nperstor nand control of the mnnmrow and Into restent sandal 1 v revs/ Q.� �,, �r.y- '4{4 sun c r 17.14ire.10 C. k e1 !.V 1 >� % f✓Cj Ie ot,uef Ate. ski 1 3a. t Q S—O ( edit= - Describe the aprotlon of the %T oadies spews. Theca should be adequate *tali far pion reviewers and inspectors to Y deign and kunsiatfon oomplionca. Rotated trades also need adequate detail for pla ent al coolie* ond proper operation of the btrNOng vendI tiara, #f almost ost fans one need for building wJ,tOation, describe a Oa *motion and location stony controls, indicators and legends. it en Mar HRVk to be Yismm1ed dtic a parr k wlli be innstaliedf. Vet ad b connected and interfaced wen the air nand** folda ierq, please describe such conrnedionrw *Wed in the nummAscoirst' bt oHa*n betrod iiu. Atha tastdodaa hutractfons twee or recommend the agtnfaamot to he intevtoceed with the ode handling equipment for proper operation suck interconnection t sholbe mode and SeKtimi E Make-up air huh" idalominsd from oloaattwla from Table 501Jr1) trommel (d,anrorr d semen adeadiaoos from Table SOt..t.i) ' ' Intarnamad Meer orwurt drift, (dosamon,e from caleulatron front table Sa2.e.1) Other, ascribe: I ne Dion of duct or system ventilation make-up air: Oneerdn,d rran, mab-top rr opining bile ---- -` I t 1 1 the and fypa mad r,cdnguhr. Rex orAged} [NR means not remitted) MVartnneotilalept mbbirCobO►3311.daa Page 2 of 6 it4.435 New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Postec 1 1 � ,,.., 1 0 0 I Mailing Address of the Dwelling or Dwelling Unit 641 Remington Ct City Eagan Stone Cottage Name of Residential Contractor Stone Cottage Construction Inc. MN License Number BC636874 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) Non or Not Applicable 3 0 m m w 8 it: Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene I Rigid,lsocynurate Active ( With fan and monometer or other system monitoring Location (or future location) of Fan: Attic Other Please Describe Here Below Entire Slab x Foundation Wall 10/4 x x I', Perimeter of Slab on Grade x Rim Joist (1st Floor) 20 x Rim Joist (2nd Floor+) 20 x Wall 21 x Ceiling, flat 49 x Ceiling, vaulted x Bay Windows or cantilevered areas x Floors over unconditioned area 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: 0.30 x Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.22 R-value MECHANICAL SYSTEMS Make up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System x Not required per mech. code Fuel Type Natrual Gas Natural Gas Electric Passive Manufacturer Lennox AO Smith Lennox Powered Model ML193UH070 GPVL-50 13ACXN042-230 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 70,000 Capacity in Gallons: 50 Output in Tons: 3 Ton Other, describe: Efficiency AFUE or HSPF% 93% SEER /EER 13 Seer Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 53,295 22,534 28,866 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 source heat pump with gas back-up furnace): Select Type Combustion Air Select a Type Not required per mech. code x Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: x Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: 200CFM Location of duct or system: Mech Room Balanced Ventilation capacity in cfms: Location offan(s), describe: I Cfm's Capacity continuous ventilation rate in cfms: 4" " round ductpR Flex Total ventilation (intermittent + continuous) rate in cfms: " metal duct Builders Associaton of Minnesota version 101014 Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings These blank submittal forms and Instructions are available at the City of IIIIIIwebsite and at City Hall. The completed form must be submitted In duplicate at the time of application for a mechanical permit for new construction. Additional forms may be downloaded and printed at http://cityofedina.com/departments/L3419_buRdina.htm Sharddree FCC,ti; Section A Ventilation Quantfty (Determine quantity by wing Table N1104.2 or Equation 11-1) Sgwrefeet (Conditioned area Including basement - finished or unfinished) Total required ventilation 170 Number of bedrooms 5 Contlrwausventiation S Directions - Determine the total and continuous ventilation rote by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (In cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (In sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 10001500 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 2031-2500 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)] a Total ventiladon 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 test than 40 cfm, 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. 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 ore installed, use the appropriate column. For existing dtroelfngs, see 1MCS0L3.3. 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 sire 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 WIC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP A R QUANITY FOR EXHAUST (Additional combustion elr will be required for combustion appliances, see EQUIPMENT IN DWELLINGS KART method for calculation One atmospherically vent gas or oil appliance or one solid fuel appliance Column C One or multiple power vent or direct vent appliances or no combustion appliances Column A One ur multiple fan- assisted appliances and power vent or direct vent appliances Column B Multiple atmospherically vented gas or oil applances or solid fuel appliances Column D 1. a) pressure factor (cfrn/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sfl (Including unfinished basements) io Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capadty a) continuous Othauet-only ventilation system (cfm); (not applicable to balanced ventiration systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) BM of largest exhaust rating (cfm); Kitchen hood typically (not applicable If recirculating system or if powered makeup air is electrically interlocked and match to exhaust) ii Q d) 8a% of next largest exhaust rating (ckn), bath fan typically (not applicable if recirculating system or if powered makeup air Is electrically interlocked and matched to exhaust) Nat Applicable Total Exhaust Capacity (cfm); [2a+2b+2c+241 3'] Ci- 1 J 3, Makeup Air Quantity (dml a) total exhaust capacity (from above) —7 c 5. / IA estimated house infiltration (from above) 5 9 7 Makeup Alr Quantity (cfm); [3a — 3h) (H value is negative, no makeup air is needed) f 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.) 8. Use this column if there is one tan -assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.) C. Use this column if them is one atmospherically vented (other than fan -assisted) gas or oil appliance per venting system or one solid fuel appliance. b. Use this column if these are multiple atmospherlcallyvented gas or ail appliances using a common vent or If there are atmnspherlcallyvented gas or all appliances and solid fuel appliances. G:Forms\Ver1MakupCombAlrCais041511.docx Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent direct vent appliances. or no combustion appgances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column 8 One atmospherically vented gas or oil appliance or one soild fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter 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 w/motorized damper 318-419 196-258 136-179 84-110 9 Passive opening w/motorized damper 420 - 539 259 - 332 180 - 230 111-142 10 Passve opening w/motorized damper 540 - 679 333 - 419 231 -290 143 - 179 11 Powered makeup sir >679 >419 >290 >179 NA Notes: A. Art 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 albwable. 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. Barometric dampers are prohibited In passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electricagy 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) I Size and type Lf l r 7 F re511 X N r f e I� 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 iFGCAppendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. G:1Forms\VentMakupCombAlrCals041511.dos 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 construction, 4b of step 4 is required to be filled out. JFGC Appendix E, Worksheet E-1 Residential Combustion AlrCalculation Method {for Furnace, Boller, and/or Water Heater In the Same Space) Step 1: Complete vented combustion appliance information. Furnace/boner: Draft Hood Fan Assisted XDIrect Vent Input: 7'/ OO¢Btu/hr or Power Vent Water Heater: _ Draft Hood ,XFan Assisted _ Direct vent input: ,)O) 000 Stu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. ^� �Q The CAS Includes all spaces connected to one another by code compliant openings. CAS volume: .d fts LxWxH L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACM values have been incorporated Into Table E-1 for use with Method 46 (KAIR Method). lithe year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (00 NOT COUNT DIRECT VENT APPUANCES) 4f.. 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 TRY: h3 Volume (TRV) If CAS Volume (from Step 2)1S greater floc TRV then no outdoor openings are needed. If CAS Volume {from Step 2) is lass than TRV then go to STEP S. 4b. Known Air Infiltration Rate (KAIR) Method (00 NOT COUNT DIRECT VENT APPLIA Total Btu/hr Input of ail fen -assisted and power vent appliances Input r oo (3 grew Use fan -Assisted Apr l.nras column In Table E-1 to find RVFA: 3 7 Sv ft3 Required Volume Fan Assisted IRVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column it Table E-1 to find RVNFA: _ ft; Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV= 37 50 + ,- ■ 3 / S O TRV ft3 If CAS Volume (from Step 2) Is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) k hiss then TRV then go to STEP S. Step 5: Caku(ate the ratio of evadable Interior volume to the total required volume. Ratio = CAS Volume (from Step 2) dB/Jr/edify TRV (from Step 4e or Step 4b) Ratio • � 70 9 / 3 7.50 = Step 5: Calculate Reduction Factor (RF). RF=2mhwsRettO RF=1- ' r c. s • dig Steps: Cakulate single outdoor opening as if al combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: `5"tj OoQ Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CADA): �` a/ Total Btu/hr divided by 3001i Btu/hr par in' CAOA = J �e 0 ea / 3000 Btu/hr per In' - ! in' Step 5: Calculate Minimum CADA Minimum CAOA = CADA multtpboti by RF Minimum CAOA = /6 x r a�j = L•/ 8 In' Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD a 1.13 multiplied by the swore root of Minimum CAOA GADD =1.13 Y Minimum CAOA = 422' d2 in. diameter go up one Inch Ih sire if using flex duct 1 If desired, ACH can fie determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. G:1Forms\VentMa ku pCombAi rCals041511.d oa Page 5 of 6 IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1.500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,836 40,000 2,000 3,000 1,5 0 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 6375 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 6,250 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 6,563 130,030 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,17S 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 83,000 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 23,100 115, 50 225,000 11,250 16,875 8,438 23,625 11,813 , 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwdkngs constructed uncle the 1994 Minnesota Energy Code. The default NA1R used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994 The default KAIR used in this section of the table is 0.40 ACH. G,\Forms\VentMa kupCombAirCals041511.docx Page 6 of 6 Stone Cottage HVAC Load Calculations for Eathan Manley 641 Remington Court Eagan,mn Prepared By: Brian Stone Cottage 14787 Energy Way Apple Vallley, MN 55124 Tuesday, June 23, 2020 Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. & NC Farmington, MN 55024 s Elite Software Development, Inc. Stone Cottage Page 2 Project Report General Project Information Project Title: Project Date: Client Name: Client Address: Client City: Company Name: Company Representative: Company Address: Company City: Stone Cottage Tuesday, June 23, 2020 Eathan Manley 641 Remington Court Eagan,mn Stone Cottage Brian 14787 Energy Way Apple Varney, MN 55124 Design Data Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Outdoor pry Bulb -15 88 Check Figures Total Building Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: Building Loads Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 44 834 0.970 1.000 1.000 1.000 1.000 Minneapolis, Minnesota Front door faces South Medium Degrees ft. Outdoor Outdoor Indoor Wet Bulb Rel.Hum Rel.Hum -15.33 80% n/a 72 47% 50% 1,040 3,980 33,077 Indoor Dry Bulb 72 75 Grains Difference n/a 29 CFM Per Square ft.: Square ft. Per Ton: 53,295 Btuh 22,534 Btuh 6,332 Btuh 28,866 Btuh L Notes_ Calculations are based on 8th edition of ACCA Manual J. 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. 0.261 1,590 53.295 MBH 78 % 22 % 2.41 Tons (Based On Sensible + Latent) 2.50 Tons (Based On 75% Sensible Capacity) C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. & NC Farmington, MN 55024 Elite Software Development, Inc. Stone Cottage i Page 3 Load Preview Report Sys Sys Sys Has Scope AED Net /Ton Area Gain Gain Gain Loss FMt Sen Htg CFM g Act Dize CFM CFCFM Building 2.41 1,655 3,980 22,534 6,332 28,866 53,295 1,015 1,040 1,040 System 1 No 2.41 1,655 3,980 22,534 6,332 28,866 53,295 1,015 1,040 1,040 18x1C Ventilation 340 1,352 1,692 4,550 Zone 1 3,980 22,194 4,980 27,174 48,745 1,015 1,040 1,040 18x1C 1-Main Level 1,237 9,617 1,896 11,513 18,371 383 451 451 5--6 2-Upper Level 1,506 10,250 2,467 12,717 19,282 401 480 480 6--6 3-Lower Level 1,237 2,327 617 2,944 11,092 231 109 109 1--6 C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. & A/C Farmington MN 55024 Elite Software Development, Inc. Stone Cottage Page 4 Total Building Summary Loads Component Area Sen Description _ Quan Loss Lat Gain Sen Total Gain Gain 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 173 5,117 0 1,845 1,845 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.34, SHGC 0.33 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 88 2,296 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.3, SHGC 0.34 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 12 302 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.29, SHGC 0.28 4A-1a-o: Glazing -Double pane low-e (e = 0.20 or less), 79 2,543 0 1,460 1,460 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.37, SHGC 0.3 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 16 362 0 520 520 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.26, SHGC 0.64 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 34 977 0 1,195 1,195 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.33, SHGC 0.33 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 32 891 0 1,179 1,179 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.32, SHGC 0.35 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 43 1,197 0 1,246 1,246 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.32, SHGC 0.35 11N: Door -Metal - Polystyrene Core 42 1,096 12F-0sw: Wall -Frame, R-21 insulation in 2 x 6 stud 2735 15,466 cavity, no board insulation, siding finish, wood studs 15B0-15sf-10: Wall -Basement, , R-15 board insulation to 976 3,566 0 0 floor, no interior finish, 10' floor depth 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1506 2,620 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 21A-24: Floor -Basement, Concrete slab, any thickness, 2 1071 2,329 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: 38,762 0 12,596 12,596 People: 7 1,400 1,610 3,010 Equipment: 2,500 7,000 9,500 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 108, Summer CFM: 56 9,983 1,080 776 1,856 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 AED Excursion: 0 0 212 212 Total Building Load Totals: 53,295 6,332 22,534 28,866 Check Figures _ Total Building Supply CFM: 1,040 CFM Per Square ft.: 0.261 Square ft. of Room Area: 3,980 Square ft. Per Ton: 1,590 Volume (ft3) of Cond. Space: 33,077 Building Loads Total Heating Required Including Ventilation Air: 53,295 Btuh 53.295 MBH Total Sensible Gain: 22,534 Btuh 78 % Total Latent Gain: 6,332 Btuh 22 % Total Cooling Required Including Ventilation Air: 28,866 Btuh 2.41 Tons (Based On Sensible + Latent) 0 931 931 0 108 108 0 0 2,364 2,364 302 302 0 1,446 1,446 C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. & A/C Farmington, MN 55024 Elite Software Development, Inc. Stone Cottage Page 5 Total Building Summary Loads (cont'd) Building Loads 2.50 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. 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. C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. & A/C Farmington, MN 55024 Elite Software Development, Inc. Stone Cottage Page 6 Building Pie Chart Building Loss 53,295 Btu h Wall 36% Building Gain 28,866 Btuh Glass 29% Floor 4% Roof 5% Ventilation 9% Infiltration 19% Glass 26% Door 2% Roof 5% AED Excursion 1°% Ventilation 6 /o Wall 8% Infiltration 6% Door 1% People 10% Equipment 33% C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. & A/C Farmington, MN 55024 Elite Software Development, Inc. Stone Cottage Page 7 System 1 Whole House Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 173 5,117 0 1,845 1,845 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.34, SHGC 0.33 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 88 2,296 0 931 931 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.3, SHGC 0.34 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 12 302 0 108 108 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.29, SHGC 0.28 4A-1 a-o: Glazing -Double pane low-e (e = 0.20 or less), 79 2,543 0 1,460 1,460 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.37, SHGC 0.3 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 16 362 0 520 520 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.26, SHGC 0.64 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 34 977 0 1,195 1,195 operable window, a=0.20 on surface 2, wood with metal clad frame, u-value 0.33, SHGC 0.33 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 32 891 0 1,179 1,179 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.32, SHGC 0.35 4A-la-o: Glazing -Double pane low-e (e = 0.20 or less), 43 1,197 0 1,246 1,246 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.32, SHGC 0.35 11 N: Door -Metal - Polystyrene Core 42 1,096 0 302 302 12F-0sw: Wall -Frame, R-21 insulation in 2 x 6 stud 2735 15,466 0 2,364 2,364 cavity, no board insulation, siding finish, wood studs 15B0-15sf-10: Wall -Basement, , R-15 board insulation to 976 3,566 0 0 0 floor, no interior finish, 10' floor depth 168-50: Roof/Ceiling-Under Attic with Insulation on Attic 1506 2,620 0 1,446 1,446 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 21A-24: Floor -Basement, Concrete slab, any thickness, 2 1071 2,329 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: 38,762 0 12,596 12,596 People: 7 1,400 1,610 3,010 Equipment: 2,500 7,000 9,500 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 108, Summer CFM: 56 9,983 1,080 776 1,856 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 AED Excursion: 0 0 212 212 System 1 Whole House Load Totals: 53,295 6,332 22,534 28,866 Check Figures- Supply CFM: 1,040 CFM Per Square ft.: 0.261 Square ft. of Room Area: 3,980 Square ft. Per Ton: 1,590 Volume (ft3) of Cond. Space: 33,077 System Loads Total Heating Required Including Ventilation Air: 53,295 Btuh Total Sensible Gain: 22,534 Btuh Total Latent Gain: 6,332 Btuh Total Cooling Required Including Ventilation Air: 28,866 Btuh 53.295 MBH 78 % 22 % 2.41 Tons (Based On Sensible + Latent) C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. 8, A/C Farmington, MN 55024 Elite Software Development, Inc. Stone Cottage Page 8 System 1 Whole House Summary Loads (cont'd) System Loads 2.50 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. 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. C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. & A/C Farmington, MN 55024 Elite Software Development, Inc. Stone Cottage Page 9 Detailed Room Loads - [General Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Actual Loss: Room 1 - Main Level (Average Load Procedure) Htg. & clg. 1,237.0 1.0 1,237.0 9.0 11,133.0 5 90 6 459 459 0.132 ft. ft. sq.ft. ft. cu.ft. CFM in. ft./min. ft./min. in.wg./100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Req. Vent. Clg: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 1 1 451 CFM 2.4 AC/hr 0 CFM 53 CFM 12 % 30 CFM 7 49 CFM 26 CFM Item Description Area Quantity -U- Htg Value HTM Sen Loss CIg HTM Lat Gain Sen Gain N-Wall-12F-Osw 44 X 9 S -Wall-12F-0sw 44 X 9 E -Wall-12F-0sw 39 X 9 W -Wall-12F-0sw 39 X 9 S-Door-11 N 3 X 7 S-Door-11 N 3 X 7 N -GIs-4A-1 a-o shgc-0.33 100%S N -GIs-4A-la-o shgc-0.34 100%S N -GIs-4A-la-o shgc-0.28 100%S S -GIs-4A-la-o shgc-0.3 0%S S -GIs-4A-la-o shgc-0.64 0%S E -GIs-4A-la-o shgc-0.33 0%S W -GIs-4A-la-o shgc-0.35 0%S W -GIs-4A-la-o shgc-0.35 0%S W -GIs-4A-la-o shgc-0.33 0%S W -GIs-4A-1 a-o shgc-0.33 0%S Subtotals for Structure: Infil.: Win.: 49.4, Sum.: 25.7 AED Excursion: People: 200 lat/per, 230 sen/per: Equipment: Room Totals: 303 313 341 295 21 21 45 42 6 25 16 10 12 20 12 12 1,494 2 0.065 0.065 0.065 0.065 0.300 0.300 0.340 0.300 0.290 0.370 0.260 0.330 0.320 0.320 0.330 0.330 5.7 5.7 5.7 5.7 26.1 26.1 29.6 26.1 25.2 32.2 22.6 28.7 27.8 27.8 28.7 28.7 1,713 1,770 1,928 1,668 548 548 1,331 1,096 151 805 362 287 334 557 345 345 13,788 3.068 4,583 18,371 0.9 0.9 0.9 0.9 7.2 7.2 10.7 10.3 9.0 18.5 32.5 35.1 36.8 36.9 35.2 35.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 262 271 295 255 151 151 480 434 54 462 520 351 442 737 422 422 0 5,709 0.238 496 356 92 400 460 1,000 3,000 1,896 9,617 C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. & A/C Farmington, MN 55024 s Elite Software Development, Inc. Stone Cottage Page 10 Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 1,506.0 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 1,506.0 sq.ft. Supply Air: 480 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 12,048.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 55 CFM Runout Air: 80 CFM Percent of Supply.: 12 % Runout Duct Size: 6 in. Actual Summer Vent.: 32 CFM Runout Air Velocity: 408 ft./min. Percent of Supply: 7 % Runout Air Velocity: 408 ft./min. Actual Winter Infil.: 47 CFM Actual Loss: 0.104 in.wg./100 ft. Actual Summer Infil.: 24 CFM Item Area -U- Htg Sen CIg Lat Sen LDescription Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-0sw 44 X 8 258 0.065 5.7 1,459 0.9 0 223 S -Wall-12F-0sw 44 X 8 294 0.065 5.7 1,663 0.9 0 254 E -Wall-12F-0sw 44 X 8 352 0.065 5.7 1,991 0.9 0 304 W -Wall-12F-0sw 44 X 8 322 0.065 5.7 1,821 0.9 0 278 N -GIs-4A-1 a-o shgc-0.33 100%S 30 0.340 29.6 887 10.7 0 320 N -GIs-4A-1 a-o shgc-0.33 100%S 45 0.340 29.6 1,331 10.7 0 480 N -GIs-4A-la-o shgc-0.35 100%S 13 0.320 27.8 362 10.8 0 140 N -GIs-4A-1 a-o shgc-0.28 100%S 6 0.290 25.2 151 9.0 0 54 S -GIs-4A-la-o shgc-0.3 0%S 27 0.370 32.2 869 18.5 0 499 S -GIs-4A-la-o shgc-0.3 0%S 27 0.370 32.2 869 18.5 0 499 S -GIs-4A-la-o shgc-0.26 0%S 4 0.300 26.1 104 15.8 0 63 W -GIs-4A-1 a-o shgc-0.35 0%S 30 0.320 27.8 835 36.9 0 1,106 UP-Ceil-16B-50 1506 X 1 1506 0.020 1.7 2,620 1.0 0 1,446 Subtotals for Structure: Infil.: Win.: 46.5, Sum.: 24.2 AED Excursion: People: 200 lat/per, 230 sen/per: Equipment: Room Totals: 14,962 0 5,666 1,408 3.068 4,320 0.239 467 336 98 5 1,000 1,150 1,000 3,000 19,282 2,467 10,250 C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. & NC , Farmington, MN 55024 Elite Software Development, Inc. Stone Cottage Page 11 Detailed Room Loads - Room 3 - Lower Level (Average Load General Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Runout Air Velocity: Actual Loss: Htg. & clg. 1,237.0 1.0 1,237.0 8.0 9,896.0 1 109 6 555 555 0.192 ft. ft. sq.ft. ft. cu.ft. CFM in. ft./min. ft./min. in.wg./100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Req. Vent. Clg: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: Procedure) 1 1 1 109 0.7 0 32 29 7 7 12 6 CFM AC/hr CFM CFM CFM CFM CFM Item Description Area Quantity_ -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0sw 44 X 8 S -Wall-15B0-15sf-10 44 X 8 E -Wall-15B0-15sf-10 39 X 8 W -Wall-15B0-15sf-10 39 X 8 N -GIs-4A-la-o shgc-0.33 100%S N -GIs-4A-la-o shgc-0.34 100%S N -GIs-4A-la-o shgc-0.33 100%S Floor-21A-24 1 X 1071 Subtotals for Structure: Infil.: Win.: 11.6, Sum.: 6.0 AED Excursion: Equipment: Room Totals: 257 0.065 5.7 1,453 0.9 0 222 352 0.042 3.7 1,286 0.0 0 0 312 0.042 3.7 1,140 0.0 0 0 312 0.042 3.7 1,140 0.0 0 0 32 0.340 29.6 947 10.7 0 341 42 0.300 26.1 1,096 10.3 0 434 21 0.340 29.6 621 10.7 0 224 1071 0.025 2.2 2,329 0.0 0 0 10,012 0 1,221 352 3.068 1,080 0.239 117 84 22 500 1,000 11,092 617 2,327 C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM Rhvac - Residential & Light Commercial HVAC Loads Lofgren Htg. & A/C Farmington, MN 55024 Elite Software Development, Inc.', Stone Cottage Page 12I System 1 Room Load Summary Room No Name Area SF Htg Min Sens Htg Btuh CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sysl, CFM ---Zone 1--- 1 Main Level 2 Upper Level 3 Lower Level 1,237 1,506 1,237 Ventilation System 1 total 3,980 System 1 Main Trunk Size: Velocity: Loss per 100 ft.: Cooling System Summary 18,371 383 19,282 401 11,092 231 4,550 53,295 1,015 18x10 in. 832 ft./min 0.109 in.wg 5-6 6-6 1-6 459 408 555 9,617 10,250 2,327 1,896 2,467 617 340 1,352 451 480 109 451 480 109 22,534 6,332 1,040 1,040 Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required: Recommended: Actual: 2.41 2.50 1.00 78% / 22% 75% / 25% 77% / 23% 22,534 22,534 9,240 6,332 7,511 2,760 28,866 30,045 12,000 Equipment Data Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: Heating System Natural Gas Furnace QC-F38-E78-G Quikcool FE Series Hi Efficiency Furnace 78.3 AFUE 38,000 Btuh n/a n/a Cooling System Standard Air Conditioner QC-C 12 S12 Quikcool AS Series Standard Efficiency Air Condit 12.4 SEER 8.1 bels 12,000 Btuh 9,240 Btuh 2,760 Btuh C:\ ...\641 remington eagan 06232020.rhv Tuesday, June 23, 2020, 11:00 AM City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy EAGAN INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Manley Gun Club Lot Number Address Builder 3 Block Number 1 641 Remington Ct Stone Cottage Construction Inc Phone Number: 651-248-8182 Contact: Troy Aelson Tree Protection Requirements: Replacement Trees: Attachments: Tree Protection Fencing must be Installed on Site(Orange Poly Fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Not Required: As Follows: Per the approved mitigation plan this lot is to have one (1) Category B - Autumn Blaze Maple tree (2.5"B&B) installed in the front yard following construction. See attachments. X Yes (Refer to attached documents for details) No Additional Notes: EAGAN FORESTRY DIVISION REVIEWED BY: A. SCHNAIBLE DATE: 7/14/20 5 S 9999.919 �) 500'10 J9'E 159.53 5 ciROOK:.N . ANL J' a) Or Nf O ..I1NVW ltne 7soo "-�V'0"_ „Tins (945.4) N89°39'39°E 137.50 944 5) — — Lot area - 12950 of House area - 1879 of Porch area - 105 sf Sid., k area - 31 sf Driveway area - 755 sf Total impervious Area = 2767 sf Impervious Covroge - 21.3 9 �yl Drainage and utility N easement per plot —, 3 \ \ s�� \\ 1 Vacant ate `\ •Av• 6, \\ \ `� .1) , d5\V / / 1 4')' .0S .a • Denotes Non pp * Denotes service ci Denotes teledsan box ■ Denotes decide box III ()motes telephone box k 000.00 Denotes meting emotion ( 060.00) Dnotos mewed emotion Dmot.3 drainage Sow direction • Denote. splice Denotes propord retaining wall Construction Notes: deslpud and bust by Other. 1. Install rock construction entronce. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0X 4. Contractor must verify driveway design. 5. Contractor moat verify service elevobon prior to construction. 6. Add or remove foundation ledge as required. General Notes: 1. Grading plan by Pioneer lost dated 11-7-16 was used to determine proposed elevations shown herein. 2. This survey does not purport to show improvements or encroochments, except as ehown, as eurwywd by ma or under my direct supervision. 3. Proposed building dimension. shown are for horizontal location of strualurss on the lot only. Contoct builder prior to construction for approved construction pions. 4. No specific soil. investigation hoe been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. 5. This certificate does not purport to show easement. other than those shown on the recorded plat. 6. Bearings shown are based an an assumed datum. Ae 0 17" Lowest opening elevation per grading pion :9529 Lowest floor elevation per grading plan :952.9 House elevations (Pr000sedl / &—bolt Lowest Floor Elevation ;003,3) / Top Of Foundation Elev. :(901,3) / Geroge Slob Elev. 0 Door :(9809) / ter (952.0) Vacant 058.3) 0' 10' 20' Scale: 1" = 20' We hereby certify to Stone Cottage Construction, Inc. Benchmark: that this survey, plan or report was prepared by me Top Nut Hydrant or under my direct euprvieton, and that 1 am a duly Elevation — Ilcensed Lond Surveyor under the laws of the State of Minnesota, dated 06/19/20. BY: Sipped: J. Ho 1' peering, P.A. L)osa.ao Nabia•ly Pets Profasslonol Lond Surveyor Minnesota License No. 42299 mall—phawklnaonepieneereng.com PISNEERengineeting,PA. 2422 inessrise Dave Ph. :(651)66I-1914 Menton Heights. MN 55120 Pa=(6,1)6131.9488 www.prmwegw® ProjectIf :120103000 (Folder 9:8035IDews Tyr CAW e Pioneer Bagging Lot 3, Block 1, MANLEY GUN CLUB according to the recorded plat thereof Dakota County, Minnesota Address: 841 Remington Court. Eagan, Minnesota House Model: N/A Devotion: N/A Buyer: Ethan and Melissa Certificate of Survey for: Stone Cottage Construction TREE PRESERVATION PLAN REVIEW - INDIVIDUAL LOT • EAGAN Date Building Permit Application Received 7/10/2020 Development Manley Gun Club Site Address 641 Remington Ct Builder Stone Cottage Construction, Inc. Contact Troy Aelson Lot 3 Telephone 952-388-1301 E-mail invoicesAstonecottage.com Property/Lot Owner Name - Telephone - E-mail - Block 1 Office Plan Review - Date 7/13/2020 Notes Per approved tree mitigation plan, One(1) tree is to be installed on site: One (1) Autumn Blaze Maple. 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 7/13/2020 staked. Notes Home site has been rough graded. home location not yet G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lot.docx Original Tree Preservation Plan Approved — Date 3/25/2019 By G.Hove Forwarded to Inspections — Date 7/13/2020 By A.Schnaible Discussion/Meetings with Builder/Owner - Notes Revised Tree Preservation Plan Approved — Date By Forwarded to Inspections — Date By Additional Field Inspections Date Notes Date Notes Date Notes Date Notes G:\Forestry\TreePreservation\Tree Preservation Plan Review - Individual Lot.docx Manley Gun Club —Lot 3 Block 1—Required Mitigation Planting PLANTING SCHEDULE KEY COMMON NAME/SCIENTIFIC NAME ROOT OVERSTORY TREES 0 AUTUMN BLAZE MAPLE/ACER X FREEMANII 2.5" B&B EVERGREEN TREES IBLACKHILLS SPRUCE/PICEA GLAUCA VAR DENSATA 12' B&B ♦a 0 COLORADO SPRUCE/PICEA PUNGENS 12' B&B Lo4 I 1(4 43 5 O Z '❑ ❑ 0 ❑ ❑ ❑ O ❑ r❑ ❑ .r❑ ❑ O ❑ ❑✓ ❑ 0 ❑ ❑r ❑ O ❑ O ❑ ❑❑❑❑❑❑❑❑❑❑❑❑ Add/Change O ❑ ❑ 0❑❑ ❑ ✓❑ ❑ ❑ r❑ ❑ ❑ 0 ❑ O ❑ ❑ O ❑ ❑ ❑.r ❑ ❑ O ❑ ❑ '❑ ❑ ❑ ❑ 0 ❑ ❑ 0 ❑ ❑ ❑✓ ❑ ❑ ❑.r ❑ ❑ 0❑ ❑ 0 ❑ No O ❑ ❑ ❑.r ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ ❑✓ ❑ ❑ 0 ❑ ❑ PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION Lot 3, Block 1, Manley Gun Club DATE OF SURVEY: 6/19/2020 LATEST REVISION: DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) • Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing • Property corners • Top of curb at the driveway and property line extensions • Elevations of any existing adjacent homes • Adequate footing depth of structures due to adjacent utility trenches • Waterways (pond, stream, etc.) Proposed • Garage floor • Basement floor • Lowest exposed elevation (walkout/window) • Property corners • Front and rear of home at the foundation • PRV Required PONDING AREA (if applicable) • Easement line • NWL • HWL • Pond # designation • Emergency Overflow Elevation • Pond/Wetland buffer delineation • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS • Lot lines/Bearings & dimensions • Right-of-way and street width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and sideyard setback of adjacent existing structures • Retaining wall requirements: Reviewed By: Dave Westermayer Date 9/28/2020 G:/1 Engineering/Forms/Cert. of Survey Checklist Fillable 6-28-19 PAN. REOW, N89°39'39'E (945.4) x a- Mr, a, . r °' xN [] X J x 0'. a x 7 EWED B3 EAGAN ENGINEERING DEPT, Lot area = 12980 sf House area = 1876 sf Porch area = 105 sf Sidewalk area = 31 sf Driveway area = 755 sf Total Impervious Area = 2767 sf Impervious Coverage = 21.3 SI 3:1 Maximum Slopes i%q') (L 1 a now Wall w 1ERse 486 W GON1RO u a 137.50 [] Construction Notes: 1. Install rock construction entrance. 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. 6. Add or remove foundation ledge as required. General Notes: 1. Grading plan by Pioneer last dated 11-7-16 was used to determine proposed elevations shown herein. 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown on the recorded plat. 6. Bearings shown are based on an assumed datum. PItNEER ineerx , P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIIITLCTS 2422 Enterprise Drive Mendota Heights, MN 55120 Ph. : (651) 681-1914 Fax: (651) 681-9488 www.pioneereng.com `Project # :120103000 Folder #:8035 Drawn by: CWMJ x -' [] \ 952.94 enchmark� 33.22 J \ co cn Drainagetand utility easementxper plat en X X X Vacant x ,-1500 wry. (35 957.96 Benchmark Denotes fence (wood) • Denotes iron pipe Denotes service ❑O Denotes television box ▪ Denotes electric box Q Denotes telephone box X 000.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation Denotes drainage flow direction • Denotes spike Denotes retaining wall designed and built by others. 3 ad c0 0 N `g52.3) `952.8 0'cn X (944.5) s 0 [] 30 s X cn 0 co \ \ \ \ \ rn X a, 9, X A al< X s x (952.0) 952.44 Benchmark Vacant s X X x c�0 0 co (460.5) 17" Lowest opening elevation per grading plan :952.9 Lowest floor elevation per grading plan : 952.9 House elevations Lowest Floor Elevation Top 0f Foundation Elev. (Proposed) / As -built : (953.3) / :(961.3) / Garage Slab Elev. ® Door :(960.9) / We hereby certify to Stone Cottage Construction, Inc. that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota, dated 06/19/20. BY: Signed: /yF'ioeer Engineering, P.A. Peter J. Hawkinson, Professional Land Surveyor Minnesota License No. 42299 email-phawkinson©pioneereng.com Lot 3, Block 1, MANLEY GUN CLUB according to the recorded plat thereof Dakota County, Minnesota Address: 641 Remington Court, Eagan, Minnesota House Model: N/A Elevation: N/A Buyer: Ethan and Melissa 0' 957.89 Benchmark 0, x (958.3) co cn opvik) 6/ 0' 10' 20' Scale: 1" = 20' 1 Benchmark: Top Nut Hydrant Brooklyn & 120th Elevation = 955.63 Revisions: 1.) 06-26-20 Preliminary 2.) 07-08-20 Flip house 3.) 09-16-20 Stake house Certificate of Survey for: Stone Cottage Construction tF Pinnepr Fnaineerina