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775 Summerbrooke Ct vID )41I For Office Use � EAGAN ,+A� ` Q�(�y 15 /05 �� Q� �F, �� IIt 181 t� Permit mo > Permit Fee: Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 L Staff: buildinginspections(cr�citvofeagan.com S 2018QRESIDENTIAL BUILDING PERMIT APPLICATION Cb-1 -1 Date: 9--13-'O Site Address: 7 75 5.em"ler'6roo/e- comr 1 Unit#: Name: Youngfield Homes dba Country Joe Homes Phone: 952-469-4066 Resident/ 22260 Dodd Blvd, Lakeville, MN 55044 R/S Owner Address/City/Zip: Applicant is: Owner X Contractor 5 it I��.2o6-6 Type of Work New Single Family HomeZ / (� ' Description of work: Construction Cost ` .' a r 3 Multi-Family Building: (Yes /No X ) Youngfield Homes dba Country Joe Homes Steve Sauber Company: Contact: Address: 22260 Dodd Blvd City:Contractor Lakeville State: MN Zip: 55044 Phone: 952-380-8120 Email: ssauber@countryjoehomes.com License#: BC627670 Lead Certificate#: If the project is exempt from lead certification, please explain why: New Construction 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: Air Mechanical Inc Phone: 763-746-3767 Mechanical Contractor: Air Mechanical Inc Phone: 763-746-3753 Sewer&Water Contractor: Giles Brothers Excavating Phone: 612-366-4995 Fire Suppression Contractor: Phone: 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. ''i 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.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not o start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of pla XSteve Sauber X C Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE / ' c/OS SUB TYPES _ Foundation — Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) `?- Single Family — Garage — Porch(4-Season) _ Exterior Alteration(Multi) — Multi _ Deck — Porch(Screen/Gazebo/Pergola) _ Miscellaneous _ 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building'' _ Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair — Egress Window _ Water Damage Retaining Wall 'Demolition of entire building-give PCA handout to applicant — DESCRIPTION Valuation <. 4/4/ 75A /Z Occupancy Lpe - ( MCES System Plan Review Code Edition .pØ# 240/c SAC Units (25%_ 100% . ) Zoning R -(5 City Water Census Code Stories Z Booster Pump #of Units Square Feet Y d 'go PRV #of Buildings Length `it7 Fire Suppression Required Type of Construction v3 Width 5-0 REQUIRED INSPECTIONS Footings (New Building) Meter Size: _ Footings (Deck) Final/C.O. Required Footings(Addition) I 1 Final/No C.O. Required LV Foundation )1i 1P. J/1P4 94 l4' HVAC HVAC_Gas Service Test Gas Line Air Test _p Roof: Ice&Water 10 Final Pool: Footings Air/Gas Tests _Final Framing Drain Tile Fireplace: Rough In P Air Test `Final Siding: Stucco Lath _Stone Lath Brick Insulation Windows y Sheathing Retaining Wall:_Footings Backfill_Final 'f Sheetrock 14 Radon Control _ Fire Walls Fire Suppression:_Rough In_Final K Braced Walls Erosion Control Other: ?viewed By: VO /Afl 1, y/Q , Building Inspector ESIDENTIAL FEES F-4P-4 R 9 e (' Cf 5/ • ,Y-• (Vo. 4,) - g Base Fee ii3AscmeDi r:4 5he�> )22 z-,9• f r (91773) Surcharge BlRf'moor ✓ei A-4 s h erg 2 Z/ sq• Fr 04 •5-0 Plan Review r;2s; /`/vox /ie /S Sy-/=j ('S. 73 ) MCES SAC el•," c / /oDi2 / no Xt•7,/• (95: 73 ) City SAC FRue) Utility Connection Charge f /9ot2 C/i /4D 59.lir- ccD•0 0 S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 J '`)- 135 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Posted panel Mailing Address of the Dwelling or Dwelling Unit City 1111W1i11 775 SUMERBROOKE COURT EAGAN HEATING,COOLING&PLUMBING Name of Residential Contractor MN License Number "Creating Custom Comfort"Since 1985 Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) o u, Active(With fan and monometer or other system monitoring device) a) Location(or future location)of Fan: Q T U cN N _ m d N O QQ 30 '.' V N 0 -0 m a U .0 z 7 Q m m of c > >, > N cn o o. i.i 00 Insulation Location o z w CO m `o m m E E a o m c v v @ m c H z L uu E E Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X Perimeter of Slab on Grade X Rim Joist(1st Floor) R-20 X Rim Joist(2nd Floor+) R-20 X Wall R-21 X Ceiling,flat R-49 X Ceiling,vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 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: 0.29 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater X Not required per mech.code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT WESTINGHOUSE BRYANT Powered Interlocked with exhaust device. Model 912SC48100 WEG100C2X045 BA13NA048 Describe: Input in 100,000 Capacity 100 Output 4 Other,describe: BTUS: in Gallons: in Tons: Rating or Size AFUE or 92% SEER 13 Location of duct or system: FISPF% /EER Efficiency Heating Loss Heating Gain Cooling Load Residential Load Calculatiu 81,557 30,188 43,413 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type RENEWAIRE EV-200(BALANCED) X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 95 High: 190 Location of duct or system: Balanced Ventilation capacity in cfms: FLEX MECH ROOM Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 6" "FLEX OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Associaton of Minnesota version 101014 HVAC Load Calculations for Country Joe Homes 775 Summerbrooke Ct Eagan, Mn 55123 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Thursday, September 13,2018 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=R spd+`';ntiai&t'?tdht CorrWiercial HVACtoads = °"' Elite SoftWa a Dev t.- = Air Mpotf6encal _ ,i tOtilt l m„i1111,ii ri 4 „ dll :Harm Lake,MN 55304 ' inn” _ ry 4„ Project Report Gene -, r-c t•o °. ,, �� a Project Title: Project Date: Thursday,August 23, 2018 Client Name: Country Joe Homes Client Address: 775 Summerbrooke Ct Client City: Eagan, Mn 55123 Company Name: Air Mechanical Company Representative: Samantha Lykke Company Address: 16411 Aberdeen St NE Company City: Ham Lake, MN 55304 r Reference City: Minneapolis, Minnesota Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 74 37 Total Building Supply CFM: 1,348 CFM Per Square ft.: 0.290 Square ft. of Room Area: 4,646 Square ft. Per Ton: 1,284 Volume (ft3): 30,090 Total Heating Required Including Ventilation Air: 81,557 Btuh 81.557 MBH Total Sensible Gain: 30,188 Btuh 70 % Total Latent Gain: 13,225 Btuh 30 % Total Cooling Required Including Ventilation Air: 43,413 Btuh 3.62 Tons (Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. R:\...\775 Summerbrooke Ct.rh9 Thursday, September 13, 2018, 3:16 PM • � Dvelmcgie Air V� �` �� L nr�ake,MN 55304 ���' _ 3 i Miscellaneous Report yisterQs ass ® eYi y �4 tsrs0l >> sss €igi s a 1�® ' ' Re it -10111140E111-°,',„.41L,_ ofigaiiita Winter: -15 -12.38 100% 30% 72 29.40 Summer: 88 73 50% 50% 74 37.40 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. 9 Winter Summer Infiltration Specified: 0.370 AC/hr 0.190 AC/hr 186 CFM 95 CFM Infiltration Actual: 0.452 AC/hr 0.322 AC/hr Above Grade Volume: X 30.090 Cu.ft. X 30.090 Cu.ft. 13,602 Cu.ft./hr 9,682 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 227 CFM 161 CFM Total Building Ventilation: 95 CFM 95 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(186 CFM), Construction: Average Summer Infiltration Specified: 0.190 AC/hr(95 CFM), Construction:Average R:\...\775 Summerbrooke Ct.rh9 Thursday, September 13, 2018, 3:16 PM • • 6 �J� _- ihh ii ihiM - i� 'i o" ir s s x s R t1C LL1 ert'a• a e.t s _....ii�i g-11-401- . lG110'6'4 „A iig �1(r9ti41iFIiiI i�: P-v " i Duct Size Preview Room or Source Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Fl.w Flow Flow Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 450 750 0.01 0.1 632.8 217 259 3--5 2-Main Level Built-In 450 750 0.01 0.1 469 345 j 553 6--6 3-Upper Level Built-In 450 750 0.01 0.1 546.4 362 536 5--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 851.2 924 1,348 12x19 Summary System 1 Heating Flow: 924 Cooling Flow: 1348 R:\...\775 Summerbrooke Ct.rh9 Thursday, September 13, 2018, 3:16 PM � = 6 R@ h Ii N(I I i� Rhvac Resit erlti 1&-L ght Comm rc�at HVAC Loa Eti e o(ware Deuelo1n nt tnc. Air Mechanical I — i' ii i iaiM'� #am Lake,MN 55304 _ t a. _P Detailed Room Loads - Room 1 Lower Level (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,443.0 sq.ft. Supply Air: 259 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 11,544 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 22 CFM Runout Air: 86 CFM Percent of Supply.: 9 % Runout Duct Size: 5 in. Actual Summer Vent.: 18 CFM Runout Air Velocity: 633 ft./min. Percent of Supply: 7 ok Runout Air Velocity: 633 ft./min. Actual Winter Infil.: 25 CFM Actual Loss: 0.320 in.wg./100 ft. Actual Summer Infil.: 18 CFM N -Wall-15B0-10sf-8 44 X 8 352 0.050 4.4 1,531 0.0 0 0 E-Wall-1580-10sf-8 40 X 8 320 0.050 4.4 1,392 0.0 0 0 S-Wall-12F-0bw 44 X 8 245 0.065 5.7 1,385 0.6 0 153 W-Wall-15B0-10sf-8 40 X 8 320 0.050 4.4 1,392 0.0 0 0 S-GIs-4a shgc-0.28 0%S 17.5 0.290 25.2 442 16.8 0 294 S-GIs-4a shgc-0.28 0%S(2) 25 0.290 25.2 630 16.8 0 420 S-GIs-4a shgc-0.28 0%S 22.5 0.290 25.2 568 16.8 0 378 S-Gls-4AGDOOR shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 Floor-21A-20 1 X 1443 1443 0.027 2.3 3,390 0.0 0 0 Subtotals for Structure: 11,790 0 1,951 Infil.: Win.: 24.9, Sum.: 17.7 352 6.563 2,310 0.753 437 265 Ductwork: 863 0 AED Excursion: 86 Equipment: 1,200 2,200 Lighting: 300 1,023 Room Totals: 14,963 1,637 5,525 R:\...\775 Summerbrooke Ct.rh9 Thursday, September 13, 2018, 3:16 PM i r ice' = iliilr� Rhvac..Residential&Lig f Gimme' ,jai HVAC L il''9i' _ ', Elite so: ,- ev m girl ecl apical Inc a V0 M1, Oil , VIII HamLake,MN 55304 �a., , i� ,b ,t iu„lq ��l _ ilii iiigii�liiii ii iiiiiiDWii� i1i� l'iiilhlll Detailed Room Loads- Room 2 - Main Level (Average Load Procedure) a Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,443.0 sq.ft. Supply Air: 553 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 12,987 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 35 CFM Runout Air: 92 CFM Percent of Supply.: 6 % Runout Duct Size: 6 in. Actual Summer Vent.: 39 CFM Runout Air Velocity: 469 ft./min. Percent of Supply: 7 % Runout Air Velocity: 469 ft./min. Actual Winter Infil.: 107 CFM Actual Loss: 0.138 in.wg./100 ft. Actual Summer Infil.: 7„6,,,,,,,C7/.1 r at e ® o. .t=_' ( . U TM-_ ;' N -Wall-12F-0bw 44 X 9 321 0.065 5.7 1,815 0.6 0 200 E-Wall-12F-Obw 40 X 9 350 0.065 5.7 1,979 0.6 0 218 S-Wall-12F-0bw 44 X 9 333.8 0.065 5.7 1,887 0.6 0 208 W-Wall-12F-Obw 40 X 9 337 0.065 5.7 1,906 0.6 0 210 N-Door-11 G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Door-11N 3 X 7 21 0.350 30.5 639 8.8 0 184 N -GIs-4a shgc-0.28 100%S (2) 33 0.290 25.2 832 9.4 0 310 W-GIs-4a shgc-0.28 0%S (3) 15 0.290 25.2 378 30.2 0 453 W-GIs-4a shgc-0.28 0%S (2) 8 0.290 25.2 202 30.3 0 242 S-GIs-4a shgc-0.28 0%S (2) 27.5 0.290 25.2 694 16.8 0 462 S-GIs-4a shgc-0.28 0%S 24.8 0.290 25.2 624 16.8 0 416 S-GIs-4a shgc-0.28 0%S 10 0.290 25.2 252 16.8 0 168 E-GIs-4a shgc-0.28 0%S 10 0.290 25.2 252 30.2 0 302 Subtotals for Structure: 12,447 0 3,657 Infil.: Win.: 106.8, Sum.: 76.1 1,512 6.562 9,921 0.751 1,876 1,136 Ductwork: 1,369 0 AED Excursion: 183 People: 200 lat/per, 230 sen/per: 1 200 230 Equipment: 3,200 4,200 Lighting: 700 ... 2,387 Room Totals: 23,737 5,276 11,793 R:\...\775 Summerbrooke Ct.rh9 Thursday, September 13, 2018, 3:16 PM hYac-Resid,n laf&Light C©mnmer�'a1 HVAC Loads , E1.Ite$oftuwa nt,Inc. � *--',--10,0101111,0040-11e---No,,,,7:=7;-.7-A-s'-f, d�iixip'ti ila��' � �' N�`��'� Air Mechaalic:l Inc 'I 4_ �M t , Ham Late,M1504p ; Detailed Room Loads - Room 3 - Upper Level (Average Load Procedure) '.-,1, 1,77---:-‘,1-,<-.: ', -77tv:=_ *- g Vt� _. p i; y 4,,,7!1%,-1 ,t2.11:it LM _yam _ . ._ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,760.0 sq.ft. Supply Air: 536 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 14,080 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 37 CFM Runout Air: 107 CFM Percent of Supply.: 7 % Runout Duct Size: 6 in. Actual Summer Vent.: 38 CFM Runout Air Velocity: 546 ft./min. Percent of Supply: 7 % Runout Air Velocity: 546 ft./min. Actual Winter Infil.: 95 CFM Actual Loss: 0.186 in.wg./100 ft. Actual Summer Infil.: 68 CFM pfr -_ cad ! s e -r ,tes Qttd# Faa�_- (F^..'- a � =iiiii ii Iq ''jf: M 7' .;,i- a.1. �"'-' �.,.i iI x,,- N -Wall-12F-0bw 44 X 8 303.2 0.065 5.7 1,715 0.6 0 189 E-Wall-12F-Obw 40 X 8 290 0.065 5.7 1,640 0.6 0 181 S-Wall-12F-0bw 44 X 8 291 0.065 5.7 1,646 0.6 0 182 W-Wall-12F-Obw 40 X 8 320 0.065 5.7 1,810 0.6 0 200 N -GIs-4a shgc-0.28 100%S (3) 18.8 0.290 25.2 474 9.4 0 177 N -GIs-4a shgc-0.28 100%S (2) 30 0.290 25.2 756 9.3 0 280 S-GIs-4a shgc-0.28 0%S (3) 45 0.290 25.2 1,134 16.8 0 756 S-GIs-4a shgc-0.28 0%S 16 0.290 25.2 404 16.8 0 269 E-GIs-4a shgc-0.28 0%S(2) 30 0.290 25.2 756 30.2 0 906 UP-Ceil-16B-44 1760 X 1 1760 0.022 1.9 3,369 1.1 0 1,897 Floor-20P-30 1 X 317 317 0.035 3.0 965 0.3 0 100 Subtotals for Structure: 14,669 0 5,137 Infil.: Win.: 95.0, Sum.: 67.6 1,344 6.562 8,819 0.751 1,668 1,010 Ductwork: 1,438 0 AED Excursion: 178 People: 200 lat/per, 230 sen/per: 4 800 920 Equipment: 1,500 2,500 Lighting: 500 1,705 Room Totals: 24,926 3,968 11,450 R:\...\775 Summerbrooke Ct.rh9 Thursday, September 13, 2018, 3:16 PM 131hiwr� �# �VO r 1 ra �i 11 i l '5zf -tow' P _`m System 1 Room Load Summary ---Zone 1--- 1 Lower Level 1,443 14,963 217 3-5 633 5,525 1,637 259 259 2 Main Level 1,443 23,737 345 6-6 469 11,793 5,276 553 553 3 Upper Level ......... 1,760 24,926 362 5-6 546 11,450 3,968-...__ 536 --536 Ventilation 8,821 1,419 2,344 Humidification 5,440 _ Return Duct 3 670 0 .- 0....-.-.-. System 1 total 4,646...............811557 924.-_. 30,188 13,225 1,348 1,348_ System 1 Main Trunk Size: 12x19 in. Velocity: 851 ft./min Loss per 100 ft.: 0.096 in.wg ` � .. of Net Required: 3.62 70%/30% 30,188 13,225 43,413 a is Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh R:\...\775 Summerbrooke Ct.rh9 Thursday, September 13, 2018, 3:16 PM 110MMAAIIPAI fir " ' ' Ventilation, Makeup and Combustion Air HEATING,COOLING&PwALKING liming€! Custom C nJri"Since14,5 Calculations Submittal Form For New 16411 ABERDEEN ST NE,HAM LAKE,MN 55304 Dwellings Site address 775 Summerbrooke Ct Date 8/23/18 Contractor Country Joe Homes Completed By Air Mechanical Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including basement— 4646 Total required ventilation 190 finished or unfinished) _ Number of bedrooms 5 Continuous ventilation 95 Directions -Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 114. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space Total/ Total/ Total/ Total/ Total/ Total/ (in sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) +[15 x(number of bedrooms+ 1)] =Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila-tors (ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 1 Section B Ventilation Method (Choose either balanced or exhaust) DUalanced,HRV(Heat Recovery Ventilator)or ERV(Energy laxhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must not exceed continuous venti-lation rating by more than 100%. Low cfm: ,00 High cfm: 200 Continuous fan rating in cfm(capacity must not exceed continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent RENEW AIRE EV-200 Mech.Room Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions -Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. RENEW AIRE Honeywell 2 Section E Make-up air 0 Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) 0 Interlocked with exhaust device(determined from calculation from Table 501.3.1) D✓ Other,describe: NOT REQUIRED Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) Directions -In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type(round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column D 1. a)pressure factor(cfm/sf) 0.15 0.09 0.06 0.03 b)conditioned floor area(sf) 4646 (including unfinished basements) Estimated House Infiltration(cfm): 696 [lax lb] 2.Exhaust Capacity a)continuous exhaust-only N/A ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically(not applicable 240 if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically(not Not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); [2a+2b+2c+2d] 375 3. Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from above) 696 Makeup Air Quantity(cfm); [3a—3b](if value is negative,no -321 makeup air is needed) 4.For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 3 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D Passive opening 1—36 1—22 1—15 1—9 3 Passive opening 37—66 23—41 16—28 10—17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passive opening 164—232 101—143 70—99 43—61 7 Passive opening 233—317 144—195 100—135 62—83 8 Passive opening 318—419 196—258 136—179 84—110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111—142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion 0✓ Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6"INSULATED FLEX EI Other,describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4 Directions -The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1--Residential Combustion Air Calculation Method(for Furnace, Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: ElDraft Hood EFan Assisted ODirect Vent Input: Btu/hr or Power Vent Water Heater: Ebraft Hood Fan Assisted Djirect Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 0 ft3 L x W x H L W H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV)If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 0 + 0 = 0 TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio=0 /0 =N/A Step 6:Calculate Reduction Factor(RF). RF= 1 minus Ratio RF=1- 0 = 1 Step 7:Calculate single outdoor opening as if all combustion air is from outside.Total Btu/hr input of all Combustion Appliances in the same CAS Input: 0 Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA=0 /3000 Btu/hr per in2=0 in2 Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA multiplied by RF Minimum CAOA=0 x 1 =0 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13'1 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. 5 IFGC Appendix E, Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 _ 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 _ 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125' 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. 6 Y r 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 6 Block Number 1 Address 775 Summerbrooke Court Builder Country Joe Homes Phone Number: 952-380-8120 Contact: Steve Sauber 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: Four(4)Category A trees (>=4.0" caliper deciduous trees, or>= 12' conifer trees). Per approved Tree Mitigation Plan, two river birch trees already installed in backyard area by developer, and two American Sentry Linden trees to be installed in front yard following construction. Attachments: EAGAN FORESTRY DIVISION X Yes (Refer to atta `; cefcEVIEWS No BY c Additional Notes: DATE " C H:\ghove\2018fle\treepres\Tree Preservation Plan Summerbrooke Lot 6 Bloc 1 ADDRESS: 775 SUMMERBROOKEPtASE CERTIFICATE OF SURVEY Co0Kr FOR "PI ,1 °°ears 1<.. COUNTRY JOE HOMES G F111Ingg We.I}i �.v rB B d€-o.,, 4 .; r elf lo '' l x 950.1 ..rus.5 X 906.7 X9965 x908.8 X909.4 x907.2 X907.5 X908.6 70.65 9 9086 9 7 X908.81482.30.579E NOTE:ALL BUILDING X x909.1 944 C 910.4 DIMENSIONS ARE SHOWN TO / x 9185 OUTSIDE OF FOUNDATION DRAtNFGE 4 UTlil�./ �, WALL ---'� �--"'EASEMENT -;"9-11:9 1f9118 G �_ s12x 1© 915 Qh '-' 915x.2 '��13F ".I.. 91 5 916.2 5 .- . -,y,4,,„.„�';911.4 916.8 1 RETAINING wAU- 91( BENCH-MARK .-EXISTING RET Y7 %914.8 X 914.8 FIRE HYDRANT AT END OF SUMMERBROOKE CIRCLE, LOT 6 x 917.3 A `f INH ELEV. 915,99 x919.4 80 x 9173 910.3 BLOCK 1 �. 891y9 x915.3 X91 9(6.2X IIx 915.3 X915.9 x9)6.0 X9163 X917.9 x 921.1 x 920.4 X In -7 0) LOT AREA = 10,805 SQ. FT; I co } t I HOUSE AREA = 2,073 SO. FT 1- 9 PORCH AREA = 160 SQ. F7 X 916.6 v 948W SIDEWALK = 52 SO. FT DRIVEWAY= 846 SO. FT X 9a.9 " ry4�t 2.00 ZD 955.5 n4.o '.' ..'Egia_;7'4.00 IMPERVIOUS= 3,131 SQ. FT. N m 4' 1 xr .9184 = 29.0% CO 916.5 C3 °O I PROPOSED Z 02-STORY x 919.2 92x0 � 921.7 FB/WO O F9I9.0 9 957.9 X926.1 99263 O X9a5 q 193040 64 , /`24,3-4,1115EYTRA ( X 927,3 934 7 9 5JI FOUNDATION I x 924.0 GARAGE • - 9z12 X915.1 X96 ' �-,zoo /� / f X9193 X41 R8 .I X919.3 o 190 J-1.0 O 100 [ 11 _ �. ..0:p741C1 45.00-- I x925.0 92-04 .... 924,4 i 923.2 -.i 6918.7 I PROPOSED X928.0 936.8 q 926.4 DRIVEWAY 91.6 m x DRAIN x918.9 x919.4 4.9% F TILE®924,8 g` 919.8 s + J ,D gl PROVIDE AND MAINTAIN -4- 1 92'.7 INLET PROTECTION UNTIE 9 7280 B rnwN 0 k FINAL TURF IS ESTABLISHED 924,9 950E x 926.4 CURB 924.7 - •' 925.4 STOP 923.4 x922.9 N89°41 40"W 70.00 X922,0 42.8 927h.2 92X5.7 9254 9 .7 92A.7 olp 92.9 r- REVEEWED Xi CONCRETE 0_114E54 G121188. Mg 85 1 SUMMERBROOKE COURT ^°N y: (1150015 CON2TRUCT1011) ,.1 (y 'Ote: t tS -- _ CENIFRUNL ' ..n Building inspections DMsion ® DENOTES MAILBOX "� SETBACKS �� O DENOTES IRON PIPE MONUMENT SET FRONT-So' BBy �� SIDE-ALONG RIGHT OF WAY= 30' (/./V). • DENOTES FOUND IRON PIPE MONUMENT SIDE INTERIOR = 10'ON R-1 (R-1 is 0810 /'`Y -. DENOTES PROPOSED DRAINAGEDIRECTION lots over 12,000 sf) EAGAN ENGINEERING awl', SIDE INTERIOR ON RI-S = 6' {} DENOTES SERVICE LOCATION SIDE ON GARAGE= 5' D DENOTES WOOD HUB REAR = 15' PROPOSED TOP OF WALL ELEV. = 927.7 Boo.O DENOTES EXISTING ELEVATION NOTE:ANY LIVING SPACE IS CONSIDERED PROPOSED GARAGE FLOOR ELEV. = 927.4 THE HOUSE SETBACK, NOT THE GARAGE PROPOSED BASEMENT FLOOR ELEV. = 919.0 ® DENOTES PROPOSED Fl ENATION SETBACK '---'bo0-- DENOTES EXISTING CONTOUR PROPERTY DESCRIPTION DENOTES DECIDUOUS TRL•E LOT 6,BLOCK 1,SUMMERBROOKE,CITY OF EAGAN,DAKOTA COUNTY,MINNESOTA. DENOTES EVERGREEN TREE Bohlen I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR DENOTES BITUMINOUS SURFACE UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Surveying&Associates LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DENOTES CONCRETE SURFACE 31432 Foliage 458926 1682 Gaff Road E. N9rt)R91d,MN 55057 p Burnsville.MN 65147 �••� T�y1 B A DATE 9-17-2018 I hUT'Id.J, LSI I.RWIAL mono MOD 645-7768 Phone.(952)0909212 lomea,a®aonlenannreylny,ce,n Fox:(952)896-9259 THOMAS J.O'MEARA,LAND SURVEYOR DENOTES GRAVEL SURFACE MINNESOTA LICENSE NO.46167 S BProj ec731Eagen\summe,brookeMwg\L6B I-ccrLdwg '�_ -. -�- .. 0. / - -77-- J I V 8— — Z F_S� D- -914— �•,'� t'���„T — _ • — — — _ \ 920- \ -EXt T iC �F�€€� — -920 041/4'',.‘,--916_____--- vr�'IV 916=9 f 1 mo - _ ,� _ ?'''' ______ ' , 9 2 0— -'r~-t� Villi Atli - ./-----r\ . - --1/ ' 411::Ar -- -----c- . --.'\ \'''<''''' \ - eilli r•-• . --' N '' 4,1. _,...,-- — ... ., 4 iQ — — - ��av— --r--,-i- _ - :-_ m- ' \ .:\ \ _- .�.�--NWL=905.3 it ' X91`. 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' \l're 4 -- • _ _ ., ..a../w...., ) .3 'W. ,, sri \ \ i--,.,,p.„„,,,,,T,r.--- --fiar-\..). ,1 rte_ .\ 1'111 A ,' ,/� L-z.....41-Ti--Vi7 INW-A,‘ ,.rigAill.... MX eriATANt11611111. WPIP-2. 471r4111111E11116. Yallk..Wir,a11- 11111/Pifr or/ N.;...„_ '. , ',711.-lit!. ' \, ,,.1--•%-:-.., ,Nr,:-. i.•IT.I...7,-,_-=.1Froe si,_, _ •Immo 'VWFIE \ 92\2 1111V I � -6' ' --q j \ ) i i - ) � 924 \' \ 1 l �.�00 N 0000 00 V) 1000 Z o CU U 6 4 Z ® >_ >- ?- )- >- >- •� i° M :JAI § § § § § § i ....i w ce < < a < < < < < ii a. 0 C) U C.) U C.) C.) C.) 1 NG I= Q cnz Z 1 b Q N Qf O O O O N M M Z v N r r r- r r N N o aI. N , CNI V g oo CO 03 CO M %m m CO CO ,,) a:R 1 fa lit * 1� IIS r N a y I— 1 wI t: 3 w V) e,egy IP 1 W gig W s °; ct (/) .. iiii cn U N U e Z W '0 Q a. v Q m z c Z 0 °°°° w Z W ® V) Q w `o`o y I\ U Q U x J Q " w.a 9- Q ® O m 3 w1- 0 w g ce v . 6 > C, 0 CL 1 wo Q 0m g Y w 0 6 r:4 ! _ � m F R Qa ce V) o WZ N w W m ® z Q rT , Do z w Q a� aZ o ac ce le A 1 P Q z cn ex m cnMMK (;) 0.. IC il 0 1 -.§. 4 1 ® \ c 6 rib o0 a. } LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: 61"L tS4 ` / DATE OF SURVEY: ` 1 l /I LATEST REVISION: m C, t U a O z < DOCUMENT STANDARDS ,)if 0 0 • Registered Land Surveyor signature and company ‘,12- ❑ ❑ • Building Permit Applicant f, 0 0 • Legal description ❑ ❑ • Address 0 ❑ • North arrow and scale Xi ❑ ❑ • House type(rambler,walkout,split w/o,split entry, lookout, etc.) 0 0 • Directional drainage arrows with slope/gradient% ,e ❑ ❑ • Proposed/existing sewer and water services&invert elevation ❑ ❑ • Street name p' 0 ❑ • Driveway(grade&width-in R/W and back of curb, 22' max.) J2` ❑ ❑ • Lot Square Footage 4 0 0 • Lot Coverage ELEVATIONS Existing ,Je ❑ ❑ • Property corners ▪ ❑ ❑ • Top of curb at the driveway and property line extensions ❑ J% ❑ • Elevations of any existing adjacent homes ..E1 ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ j ❑ • Waterways(pond,stream,etc.) Proposed ❑ ❑ • Garage floor .J;k ❑ ❑ • Basement floor .S ❑ ❑ • Lowest exposed elevation(walkout/window) ,g ❑ ❑ • Property corners • 0 0 • Front and rear of home at the foundation i Y 1 N • PRV Required PONDING AREA(if applicable) ❑�Ci Cl • Easement line ❑ .06 ❑ • NWL ❑ XI ❑ • HWL ❑ ,B ❑ • Pond#designation ❑ fd ❑ • Emergency Overflow Elevation ❑ , i ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y % • Conservation Easements DIMENSIONS ,� ❑ ❑ • Lot lines/Bearings&dimensions ❑ ❑ • Right-of-way and street width(to back of curb) J ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) .8' ❑ ❑ • Show all easements of record and any City utilities within those easements ._. ❑ 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures ,,,8' ❑ ❑ • Retaining wall requirements: `�f� Date Reviewed B : /'/"r��� y //8j G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 ADDRESS: 775 SUMMERBROOKE gtiofGE CERTIFICATE OF SURVEY 3.1 ,glx mum Slopes ���T FOR t.. 4.-Karig Wail will COUNTRY JOE HOMES B. - urea _r- P.R.V. REll:. D issixu..,ER cotervitot plitimul ' 7 x 908.5 x 908.8 x 909.4 x 910.1 --,u6.5 x 906.7 - x 907.2 X 907.5 x 908.8 x 908.6 90 7 x 908.81\182030,570 E 70.65 M NOTE: ALL BUILDING x 909.1 909 4 i x 910.7 x 91o.a OUTSIDE OF FOUNDATION DIMENSIONS ARE SHOWN TO DRAINAGE UTILITY %' O WALL kIr , _ °°°111 ;, " EASEMENT �� 0 �1.8 0 �_ 9,1 r ' a� 913.2 '1113.0 ; 913. q� x - -s 913.5 .+ 916.8 916.2 5 _-S�gp;CK Lli�-' Lae 3.4 BENCH-MARK l / x 914.8 FIRE HYDRANT AT END OF XISTING RETAINING WALL LOT91x7 x 914.8 SUMMERBROOKE CIRCLE, 6 ^ TNH ELEV.=915.99 r. x x•,o x917.2 x 919.4 x917.3 '-t 7; 920.3 f BLOCK 1 1 x914.9 x 915.3 x 91 9162x N x 915.3 x 915.9 x 916.0 GO X 918.2 x 917.9 E; to x921.1 x 920.4 r g LOT AREA = 10,805 SQ. FT. 7 f f r HOUSE AREA = 2,073 SQ. FT. '915.7) PORCH AREA = 160 SQ. FT. ai 916 8� 915.9 x 916.6 SIDEWALK = 52 SQ. FT. x in DRIVEWAY = 846 SQ. FT. 9 O ° 12.00 S,•9-•,1;,8A,•,,,,,2•;?/.///7,/,474,,,,m,./.; 918 9185 n N IMPERVIOUS = 3,131 SQ. FT. x }-x w8 Aa a,2�/�/7,/,y(7m a,, x. ,-, r . f 2+,°o d., 14.00 = 29.0% x 922.0 Q o 919.8 919.1 44.0 N qti x o x 918.4 Co 916.8 / o pU PROPOSED Z x 918.2 O w "N 2-STORY x 917.3 FB/WO x 922.5 c 919.0 il 9X.0 X 926.8 X 926.2 923.7 0 r v, 926.0 '� ADD EXTRA �) '` FOUNDATION �. x 927.3 925 3 x 924.0 ---- 926.7 x z 924.3 x 923.2 x 918.1 X 919.5 `N GARAGE 2,0 0 T N ,=. "� x 919.3 x 918.1 x 919.3 ,` 01: PORCH OiN° 9 N O 0 �`, �1OJ I , 11�°�' /e'=----=-,..r -(!? - 10.0 N..®.I 0.05ti oII--- - 92-�'7 ..------ 45.00-s f x 925.0 x 924.4 1 i 1 1 924.4 0 923.2 X 918.7 PROPOSED x 928.0 DRAIN x919.8 x918.9 x919.4 926.8 ; x926.4 DRIVEWAY x m 4 S% 925.6 o TILE 0924.8 o PROVIDE AND MAINTAIN 5 x I o INLET PROTECTION'UNTIL 924.7 FINAL TURF IS ESTABLISHED DRAIN M o 927x 0 _ I 924.5 TILE x 926.4 =S ® • • • . - x CURB 924.7 X 923.4 x 922.9 925.4 5TO0 x8o41 40 nW 70.00 x 922.0 n r - 92X.8 92X.2 92x.7 925.44 92XCU.7 92x.7 923.3 92x 9 CONCRETE RB 4-GUTIER 33 CATCH N , --.° °' SUMMERBROOKE.�COURT 'P5..}.N y; i 1.JND F CflN5TRUCTION) G0NTRRLINE BtItInt inspections Diviis/orlj p fir # 1 w. A Q DENOTES MAILBOX SETBACKS 1' /4....►� ' 0 DENOTES IRON PIPE MONUMENT SET FRONT-30' '. .,.y 91L►7113 SIDE-ALONG RIGHT OF WAY = 30' -----••� • DENOTES FOUND IRON PIPE MONUMENT SIDE INTERIOR = 10' ON R-1 (R-1 is < = N I �« il� E n,}„ N I y Q DENOTES PROPOSED DRAINAGE DIRECTION lots over 12,000 sf) SIDE INTERIOR ON R i-S = 6' 0 DENOTES SERVICE LOCATION SIDE ON GARAGE = 5' 0 DENOTES WOOD HUB REAR = 15' PROPOSED TOP OF WALL ELEV. = 927.7 000.0 DENOTES EXISTING ELEVATION NOTE: ANY LIVING SPACE IS CONSIDERED PROPOSED GARAGEFLOOR ELEV. 927.4 THE HOUSE SETBACK, NOT THE GARAGE PROPOSED BASEEMMENT FLOOR ELEV. = 919.0 (000.0) DENOTES PROPOSED ELEVATION SETBACK r,„-'boo- DENOTES EXISTING CONTOUR PROPERTY DESCRIPTION F, �"�` DENOTES DECIDUOUS TREE L, > z.i LOT 6,BLOCK 1,SUMMERBROOKE,CITY OF EAGAN,DAKOTA COUNTY,MINNESOTA. ` DENOTES EVERGREEN TREE -1 Bohlen I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR DENOTES BITUMINOUS SURFACE UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Surveying & Associates LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. �« .m 31432 Foliage Avenue 1682 Cliff Road E. DENOTES CONCRETE SURFACE Northfield,MN 55057 Burnsville,MN 55337 /�(m_ ___ DATE: 9-17-2018 LJI IJZ CUIU. Phone:(507)645-7768 Phone:(952)895-9212 THOMAS J.O'MEARA,LAND SURVEYOR tomeara@bohlensurveying.com Fax:(952)895-9259 DENOTES GRAVEL SURFACE MINNESOTA LICENSE NO.46167 S:\Proj ects\Eagan\summerbrooke\dwg\L6B 1-cert.dwg OF eq O 8{IS Hg9 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax: (651)675-5694 buildinginspectionsAcityofeagan.com Address: 775 Summerbrooke Ct Permit#: 152105 The following items were /were not completed at the Final Inspection on: 2 -7 k i q Complete Incomplete Comments Final grade - 6" from siding Permanent steps —Garage Permanent steps— Main Entry L/ Permanent Driveway 1/ Permanent Gas Retaining Wall or 3:1 Max Slope /�`Z p j.to,� /lc J- &n7//�' Sod / Seeded Lawn C• Trail / Curb Damage I/ Porch ✓� Lower Level Finish Deck Fireplace F) 12 • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Ill v ) Building Inspector: � r For Office Use O • • • r r r :::: r� � : i Li 7 53 GENE Date Received: /- 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810NOV 16 .�j�� (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 2Oii,7 Staff: buildinginspections@cityofeagan.com irj ,,\°\2019 RESIDENTIAL BUILDING PERMIT APPLICATION �k / Date: 1)//Z/749/0 Site Address: 775- Sam,,t cc ivw re- G� Unit#: fC(A Name: Eli2i;)6 ell. 4iceds 0Phone: Resident/ Address/City/Zip: Owner -775 Svmir,Pa'i iw e c-/- Applicant is: Owner I/ Contractor Type of WorkDescription of work: 8-fY/U d_ G/e Construction Cost: iv Multi-Family Building: (Yes /Not") Company: /2 � becAS Contact: �Yifti F' /k',s Contractor Address: -?,S-2A) tA'CAS LII, G-, A/ ,0-7e)2.. City: '64400v44,1 State:MN Zip: S 117 Phone: i 51-39g-2-83/ Email: b✓lA'�,r -f-i litho /Jro'd, e4 License#:42 L C 3 6/j? 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: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: 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.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORF 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.aopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plan. x 8 rie1 l lkl�,J Applicant's Printed Name App 's Signature DO NOT WRITE BELOW THIS LINE -1-1 c S-,,>,-.Npr‘-er ta-A+-e- CA" 1 S-4/bS-) SUB TYPES Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) — Multi NA. Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous — 01 of_Plex _ Lower Level Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* 1,Addition Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION �/ Valuation i. p Occupancy �'r'} 'C 1/ MCES System Plan Review Code Edition AI , A IS/ SAC Units (25%_ 100%Y. ) Zoning ,e�Y/ City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Vii, Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: 1C Footings (Deck) Final/C.O. Required Footings (Addition) x Final/No C.O. Required Foundation 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 _Air Test _Final Siding: _Stucco Lath _Stone Lath Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_ Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: 1-2Reviewed By: / , Building Inspector etNtivrtht. RESIDENTIAL FEES Base Feen0 : Roug ti 0'1 Surcharge 9 Plan Review Ai-- A,941-, V MCES SAC (J City SAC Utility Connection Charge ( /'� 37 --- 2 q 1-t SSW Permit&Surcharge ) 1 ( / + (/ Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3 ADDRESS: 775 SUMMERBROOKE PSE CERTIFICATE OF SURVEY Coo f(T FOR 3..1 !‘)!nx+mum Slopes ::( in9 wail wit COUNTRY JOE HOMES Be h?yulred _„ .. 3..1 R ,. , co iitot ttisimikePalI; R 14P C R �/ x910.1 x 906.7 x 908.5 x 908.8 x 909.4 x06.5 X 907.2 x 907.5 x 908.8x 908.6 �""' 9Q1.7 x 908.8 N82°30,57 E 70.85 M NOTE: ALL BUILDING x 909.1 9094 r o x 910A DIMENSIONS ARE SHOWN TO x 910.7 OUTSIDE OF FOUNDATION I DRAINAGE 4 UflLITY� o WALL ---. EASEMENt 9 io • 1.g 3,,,,,,F..-0 �,- y V: .913, �if ..� 91� __ ---"913.0 1' ��\�• 913, x � 91 .5 916.2 5 ArKT111E'- -41 3.4 916.8 - BENCH-MARK RETAINING NALL t x 914.8 FIRE HYDRANT AT END OF fr. -EXISTING RET t I 9I x7 x 914.8 T SUMMERBROOKE CIRCLE, LOT 6 TNH ELEV.=915.99 Kc x917.2 x917.3 �fi x 919.4 a 920.3 t BLOCK 1 1 x 915.3 1 x 9 K 914.9 �/ 916.2x /'" 1 �/ x915.9 `-1�pVx3 J ,�2918.2 x917.9 '//�1j1;j):92:, IJJJJ --_ x 921.1 K 920.4 j / °) �./44 LO EA = 10,805 SQ. FT. _7 A . --_.- t �/ _ . HOUSE AREA = 2,073 SQ. FT. 91PORCH AREA = 160 S0. FT ai l 915.9 x 916.6 SIDEWALK = 52 SQ. FT. 916.8 x LU DRIVEWAY = 846 SQ. FT. oo f)(AL�L x o - 12_00 4IE.3 'J\` Rte. }\ _ N IMPERVIOUS = 3,131 SQ. FT. _ � / .r/.,7r�ifi/r,�Iiiiiii�rir/�i�iii///�r r�,; 4.00 = 29.0% x 922.0 x ' 919.8 919.1 44.0 j £ Of) ryo. x x 918.4 N a � q j - / 916.8 °� O W 6 PROPOSED Z x 918,2 ' 2-STORY % ( ,919.0 x 917.3 x 926.8 x 926.2 4 '924.0 r x FB/WO 00%c� x 922.5 x �. 923.7 C ..r / N • 'M,y ADD EXTRA I / r f_) 4 i' FOUNDATION ,' \-' x 927.3 „ 925.3 92 3 I x 924.0 t 5 r. ;aMrX, 4.� x 918.1 x 9L.., s X 923.2 926.7 s,..N GARAGE p p %Irl//////,2//!/i/ii.% x 919.3 x 918.1 x 919.3 (� o!/ PORChi Q 9 I:4! - 19.0 L:0 r% rJ I r, � 10.0 _9...00 L 6.0 ---- c �.. . »---'N-.4.-1-44-5.00-- b x 925.0 x 924.4 } t 924.4 I 1 923.2 -.1 ` x 918.7 PROPOSED 1` I X 928.0x 918.9 x 919.4 926.8 x926.4L DRIVEWAY x �, DRAIN x 19.8 0. 4.9% 925.6 p TILE®924.8 o PRl�3VIDE AND MAINTAIN s rn �� 1 + F I D " INLET PROTECTION UNTIL 924.7 FINAL TURF IS ESTABLISHED P - r ,o DRAIN- n 927 _ 92244.5 TILE r x 926.4 `�' •�- x CURB 924.7 x 923.4 x 922.9 925.4 STOP N89°41 40"W 70.00 x 922.0 REM/ED 9 .2 R 9 9 .7 925.4 924.7 923.7 923.3 92 9 N ,• . C014CRETE CURB 6 G]JTt [C M- CA N ,, ` --� SUM � l� BRE�C�UR�7 $-51N By: x a. C 1ONx v s - X riv�•e ?� t9,�. cesitji k ° ,y3l4✓,�' '. , i �. /R°� „���_'F a . _ �` , _x � . e n Building Inspections Division! v -,-.,, .wa?e;. er g:. 5_x>§° a ±. ...... ..kY ::... ," ,.'„ . . PjPAf % , A ,r. r Q DENOTES MAILBOX SETBACKS 1 A 444 Q DENOTES IRON PIPE MONUMENT SET FRONT-30' 1. :: 9 (% - SIDE-ALONG RIGHT OF WAY = 30' -------- 0 DENOTES FOUND IRON PIPE MONUMENT SIDE INTERIOR = 10' ON R-1 (R-1 is 4.AGAN ENCrIht,Ei a,\, ,-f; f .C{ DENOTES PROPOSED DRAINAGE DIRECTION lots over 12,000 so SIDE INTERIOR ON R1-S = 6' r03 DENOTES SERVICE LOCATION SIDE ON GARAGE = 5' O DENOTES WOOD HUB REAR = 15' PROPOSED TOP OF WALL ELEV. = 927.7 PROPOSED GARAGE FLOOR ELEV. = 927.4 000.0 DENOTES EXISTING ELEVATION NOTE: ANY LIVING SPACE IS CONSIDERED PROPOSED BASEMENT FLOOR ELEV. = 919.0 000.0DENOTES PROPOSED ELEVATION THE HOUSE SETBACK, NOT THE GARAGE SETBACK -boa- DENOTES EXISTING CONTOUR PROPERTY DESCRIPTION eDENOTES DECIDUOUS TREE LOT 6,BLOCK 1,SUMMERBROOKE,CITY OF EAGAN,DAKOTA COUNTY,MINNESOTA. DENOTES EVERGREEN TREE Bohlen I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR umiikryiiittl� DENOTES BITUMINOUS SURFACE Surveying & Associates UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED mi,.* °3 FR LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 31432 Foliage Avenue 1682 Cliff Road E. ';.:'.:" .- - DENOTES CONCRETE SURFACE Northfield,MN 55057 Burnsville,MN 55337 • TL _ T /�M____ DATE: 9-17-2018 I fIOnad �l. UI IR.QA+O. ~ Phone:(507)645-7768 Phone:(952)895-9212 THOMAS J.O'MEARA,LAND SURVEYOR tomeara@bohlensurveying.com Fax:(952)895-9259 ` ‘....,....;:-- '1,•::,`�,. DENOTES GRAVEL SURFACE MINNESOTA LICENSE NO.46167 S:\Projects\Eagan\summerbrooke\dweL6B 1-cert.dwg c 1 in -ii 1 r.. Iiv I 0g ec gad fi .4 B 1 I 'af W' � X I V Z T� O /I . O 111th I LI if 1 a c Iii O $ L I m N $ az g 'r� � > w (A 2 N l i 5 rc co t 43 U a $f-g ;, E g < a k o - Q dyo t c o ii 1 0 EE �� = ; m = S F 5. 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