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4187 Summerbrook Pl For Office Use t I i ° f a a+. ,r^"".V 1 Permit#: 1 e-Sl1 "` 0% 64/ Permit Feed L 9f, l /L1 Date Received: C .i " 4 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 �l /.7 /"'�- I (651)675-5675 I TDD: (651)454-8535 I FAX:(651)675-5694p� j C/�/ /O Staff: buildinginspections(&cityofeagan.com I i60 •0 L 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: U 1 b Site Address: [ D 7 5-(,1,44,44bvoak, 1 44Ct Unit#: Name: { /tof0in (.osier TAL Phone: 61Z-50°-3 s ql Resident/ / Owner Address/City/Zip: 4 r'6 Wed oit tkS Oi vi Applicant is: X Owner ;C Contractor 114 Type of Work Description of work: ploy (4°Wil Construction Cost: Multi-Family Building:ui (Yes /No ) Company: I v i 4'2 (�kIMtt I Contact: 3/7„c't Address: `p ct, LNP/4'UGtu011.0 Contractor A�'��"",, y+f City: �R !AI I- State: Ivyy Zip: q7 123 Phone: 612?10'I 1 Email: bre +I eiftlh LU'Vtir (dt4,1 License#: 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,esdate and addressreof master plan: / r -7 Licensed Plumber: ,tVr- [rt+ f/"r-6'1^f Phone: b-5-) ct,3�' 29 T Mechanical Contractor: ELL." Phone: /63-Piz - 1)17‘ Sewer&Water Contractor: tel S `..Jo-4✓a e-11,, Phone: 6)2 " 22 I -73 )D 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 Citito 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.citvofeaqan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the 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 accorda with the a ved plan in the case of work which requires a review and approval laps - x G./ / L� '— ``// Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE y( e 7 . ( cry2/^/t "rzioc Pt . * , SUB TYPES Foundation Fireplace Porch (3-Season) _ Exterior Alteration (Single Family) Ifs 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 it' 79 0 Occupancy AAA/(1.--- MCES System Plan Review Code Edition AI hj20 / SAC Units (25% 100%1; ) Zoning j City Water Census Code Stories Booster Pump #of Units Square Feet Mao (1 TRV #of Buildings Length —I Fire Suppression Required Type of Construction \i/(31Width Vi f REQUIRED INSPECTIONS /,Footings (New Building) Meter Size: Footings (Deck) Final I C.O. Required Footings (Addition) Final I No C.O. Required Foundation Foundation Before Backfill HVAC Gas Service Test Gas Line Air Test Hood Roof: _Ice &Water _Final Pool:_Footings Air/Gas Tests Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In a. Air Test Final Siding: Stucco Lath Stone Lath _Brick EFIS Insulation " Windows ".------- Retaining Retaining Wall: _Footings Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In Final Braced Walls ilC Erosion Control Shower Pan „,,, Other: Reviewed By: 1 , Building Inspector RESIDENTIAL FEES tifi J 0 (3Jq()(Base Fee Surcharge ric K f4 ! 1 ( ynN e ? e , Plan Review MCES SAC k �, C_� '”„ /41 f b City SAC Utility Connection Chargefir '- le w r61 iti) f S&W Permit&Surcharge 415 Treatment Plant ,41,1, ,/,, '2 , , e dcie Copies r'' cj TOTAL 517i 5f91,ttl", Page 2 of 3 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. ,jeMailing Address of the Dwelling or Dwelling Unit City r a ° r 4187 Summerbrooke PI Eagan HEATING A AIR CONDITIONING Name of Residential Contractor MN License Number Thorson Homes t'13 f THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) Active(With fan and monometer or other c system monitoring device) II) `) Location(or future location)of Fan: a To E c — P o a) 0 0_ g U D o0 -0 w a) a ° m -0 U 7 Q m 03 a> N -0 0 a) p cn In _O a) U Insulation Location 0 Z m m O O 75 w m m o m °) E E aos 75 0 tn 0 m 0 a 5- c z iI ii: LLti t° 2 x cc Other Please Describe Here Below Entire Slab Foundation Wall t 0 >' Perimeter of Slab on Grade Rim Joist(1st Floor) 711, Rim Joist(2nd Floor+) 20sLi e Wall 2 0 Ceiling,flat 4I Ceiling,vaulted uIO7 Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas t system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: , q X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): t'2_,2 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System X Heater Not requiredper mech.code Fuel Type NATURAL GAS KAT Cps R410A Passive Manufacturer Carrier NO ' V, Carrier Powered 59SC5A080 ?tiaCA13NA036 Interlocked with exhaust device. Model Describe: Input in 80,000 Capacity Output 3 Other,describe: Rating or Size BTUS: in Gallons: C Q in Tons: AFUE or 95% SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Residential Load Calculatit 64,538 30,286 2,52 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 65 High: 130 Location of duct or system: Balanced Ventilation capacity in cfms: MECHANICAL ROOM Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 6 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 5 "metal duct Builders Associaton of Minnesota version 101014 Thorson Homes, 4187 Sulntnerbrooke Place, Eagan 2015 Mechanical & Energy Code —Ventilation, Makeup, and Combustion Air Calculations Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5..2,2015 Minnesota Energy Code) Square feet(Conditioned area including Basement—finished or unfinished) 3458 130 Total required ventilation Number of bedrooms 3 Continuous ventilation 65 Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. Insert the square footage, total required ventilation and continuous ventilation in the Mechanical Submittal form. The table and equation are below. Table R403.5.2 2015 Minnesota Energy Code Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 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 R403.5.2 2015 Minnesota Energy Code (0.02 x square feet of conditioned space)+ [15 x(number of bedrooms+ 1)] =Total ventilation rate(cfm) Example:(0.02 x 3000)+[15 x(3+ 1)]=Total ventilation rate= 120 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 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 continuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuously may have automatic cycling controls providing the average flow rate for each hour is met. 1 Thorson Homes,4187 Summerbrooke Place, Eagan Directions-In order to determine the makeup air for ventilation, Table 501.4.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if kitchen hoods exceed 300 cfm, atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. 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 501.4.2 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 ventilation make-up air supply must communicate with the exhaust appliances. Table 501.4.1, 2015 Minnesota Mechanical Code PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS (Additional makeup air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically Multiple vent or direct vent assisted appliances vented gas or oil atmospherically appliances or no and power vent or appliance or one solid vented gas or oil combustion appliances direct vent appliances fuel appliance appliances or solid fuel appliances Column A Column B Column C Column D 1.Enter the Appropriate Column to Estimate House Infiltration a)pressure factor 0.15 0.09 0.06 0.03 (cfrn/sf) b)conditioned floor area(sf) 3458 (including unfinished basements) Estimated House Infiltration(cfm): 518 [lax 1b] 2.Exhaust Capacity a)clothes dryer(cfm) 135 135 135 135 b)80%of largest exhaust rating (cfm);300 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) c)80%of next largest exhaust rating(cfm);80 64 (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 439 [2a+2b+2c1 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from 439 above) b)estimated house infiltration(from 518 above) Makeup Air Quantity(cfm); [3a—3b] -79 (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing, NA 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 also be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Be advised: 2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of exhausting in excess of 400 cfm shall be provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. 3 Thorson Homes, 4187 Summerbrooke Place, Eagan 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. _Draft Hood _ Fan Assisted X Direct Vent Input: 80,000 Btu/hr (not fan-assisted &Power Vent Water Heater: _Draft Hood X Fan Assisted _Direct Vent Input: 75,000 Btu/hr (not fan-assisted) &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: 1200 ft3 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. 4a.Standard Method Total Btu/hr input of all combustion appliances(DO NOT COUNT Input: 75,000 Btu/hr DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required TRV: 3750 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 Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Non-Fan-Assisted(RVNFA) Total Required Volume(TRV)=RVFA+RVNFA 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= 1200 / 3750 = .32 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio Ratio RF=1- .32 = .68 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: 75,000 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= 75,000 /3000 Btu/hr per in2= 25 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 25 x .68 = 17 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.134 Minimum CAOA= 4.66 in 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. Although this worksheet, IFGC Appendix E,Worksheet E-1 and the following worksheet, IFGC Appendix E, Table E-1, is referenced in the 2015 Minnesota Fuel Gas Code, these worksheets were not included in the published copy. 5" Hard Pipe 6" Flex 5 Cascade Plan HVAC Load Calculations for Thorson Homes E014.nri Prepared By: Josh Schindele Flare Heating&Air Conditioning 9303 Plymouth Ave N Golden Valley,MN 55427 763-542-1166 Tuesday,August 28,2018 Rhvac is an ACCA approved Manual J, D and S computer program. -Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Flare Heating&A/C Inc. 410 Cascade Plan! Golden Valley,MN 55427-3700 Page 2 Project Report General Project Information _ __ Project Title: Cascade Plan Designed By: Josh Project Date: Tuesday,August 28,2018 Client Name: Thorson Homes Company Name: Flare Heating&Air Conditioning Company Representative: Josh Schindele Company Address: 9303 Plymouth Ave N Company City: Golden Valley, MN 55427 Company Phone: 763-542-1166 Company Fax: 763-542-3101 Company E-Mail Address: jschindele@flareheating.com Company Website: www.flareheating.com Design Data — = — – - 1 Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces East 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: -16 -16.32 n/a n/a 72 n/a Summer: 93 71 34% 50% 72 22 -- ---- - — - ------ Check Figures _ — Total Building Supply CFM: 1,107 CFM Per Square ft.: 0.320 — Square ft. of Room Area: 3,458 Square ft. Per Ton: 1,370 Volume(ft3): 22,854 Building Loads Total Heating Required Including Ventilation Air: 64,538 Btuh 64.538 MBH Total Sensible Gain: 23,945 Btuh 79 ok Total Latent Gain: 6,342 Btuh 21 % Total Cooling Required Including Ventilation Air: 30,286 Btuh 2.52 Tons(Based On Sensible+Latent) Notes -- Rhvac is an ACCA approved Manual J, D and S 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. S:\FHDATA\PROJECTS\JOSH\Version6\Thorson Homes, Cascade Plan.rh9 Tuesday, August 28, 2018, 12:50 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Flare Heating&A/C Inc. ir„ Cascade Plan Golden Valley,MN 55427-3700 _ Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain, 2A-v-o: Glazing-Double pane low-e(e=0.60), operable 316 8,062 0 6,632 6,632 window,vinyl frame, outdoor insect screen with 50% coverage, U-value 0.29, SHGC 0.22 1 1N: Door-Metal-Polystyrene Core, U-value 0.35 38 1,170 0 426 426 1580-10sf-4: Wall-Basement, , R-10 board insulation to 396 2,299 0 236 236 floor, no interior finish, 4'floor depth, U-value 0.054 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 1836.5 10,505 0 2,541 2,541 cavity, no board insulation, siding finish,wood studs, U-value 0.065 15B0-10sf-8:Wall-Basement, , R-10 board insulation to 1291.5 6,095 0 205 205 floor, no interior finish, 8'floor depth, U-value 0.05 12F1-0sw: Wall-Frame, R-21 open cell 1/2 lb. spray foam 202 1,156 0 280 280 insulation in 2 x 6 stud cavity, no board insulation, siding finish,wood studs, U-value 0.065 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 1744 3,069 0 1,953 1,953 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, U-value 0.02 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1714 4,072 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide, U-value 0.027 Subtotals for structure: 36,428 0 12,273 12,273 People: 4 800 920 1,720 Equipment: 683 3,430 4,113 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 286, Summer CFM: 271 26,828 3,919 6,076 9,995 Ventilation:Winter CFM: 65, Summer CFM: 65 1,282 940 306 1,246 Exhaust:Winter CFM: 330, Summer CFM: 330 AED Excursion: 0 0 940 940 Total Building Load Totals: 64,538 6,342 23,945 30,286 Check Figures Total Building Supply CFM: 1,107 CFM Per Square ft.: 0.320 Square ft. of Room Area: 3,458 Square ft. Per Ton: 1,370 Volume(ft3): 22,854 Building Loads Total Heating Required Including Ventilation Air: 64,538 Btuh 64.538 MBH Total Sensible Gain: 23,945 Btuh 79 Total Latent Gain: 6,342 Btuh 21 Total Cooling Required Including Ventilation Air: 30,286 Btuh 2.52 Tons(Based On Sensible+Latent) Notes _ Rhvac is an ACCA approved Manual J, D and S 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. S:\FHDATA\PROJECTS\JOSH\Version6\Thorson Homes, Cascade Plan.rh9 Tuesday,August 28, 2018, 12:50 PM 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 4 Block Number 1 Address 4187 Summerbrooke Place Builder Thorson Homes Phone Number: 612-810-3597 Contact: Brian Thorson 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: Two( Category A trees (>= 4.0" caliper deciduous trees, or>= 12' conifer trees). Per approved Tree Mitigation Plan, two hackberry trees to be installed in front yard following construction. Attachments: I EAGAN FORESTRY DIVISION X Yes (Refer to atta At=Y J1 � 1s) No t=V BY Additional Notes: DATE -?-fir H:\ghove\2018f1e\treepres\Tree Preservation Plan Summerbrooke Lot 4 Bloc 1 / 1 l\ 132.38 N82°30'57"E es Vacant ..1. 974.72 `�\ ` to en mark_ u X 9160 9159 915-930 '''N � IR ` X9139 x915.0 1 POND Cg Second story 0113 l I 1 NWL=904.j.7 ‘.1‘.i Senthmork x019.2 overhang 6x0138 (975.0) n4a x26.99 II sol HWL=909.5 9o9'e into en -� , t•,\ I i 1 � 9as,s easement 55.51 �,�1 a _ I ID (913.7) ccs�9.2a ss �I I / x01,,9 Ip__--915"' ma.o 1 i.e1 "'�M I ho rr gfossPav"_.tel_ - os71 I x 9osa . o.z i IMO-Sep' -- 10 I 1 O q _ %912`6 1 9169 I D 1 l _ i 0 _----1:912,-'� %1.7 ----1 x915-9'_, %916.9 1 11 1 I t 91 6._5 ° x91,,7 .1__ -1 x9M.ti"'---r_- I / 36.0 ^ T,,.. I 1 1 1 V I ,,J1 x 9153 ��55 016.9 '1I� pn 1 Y 9131 x110 virzx914.Si 1-J ? x91:.. ,;N X 917.6 11.711 '916.7 91`.1 , 0 vi, I 7, n I " 7 x9, 66 °53 v O, cop I (�� %9/.3 x 914.91 6.-T, x 9111.9 8.00 x 917.2 I 1 I 11 Q I v x9167 eu.aV '�«'�a II o m a' �- i 919.3 ui a...i el < I m ,917.2 1 911i3x o o- 5115.1 8.00 0;u- x I. .1 x 9166 4- i 1 I 1 x 0193 til __-_r_v"-- 91'4- l 915.9 ° a= i .- '61 17.67 __-30.5 --� A Y °`2' C3 I n x0 l c£ 1 1 N v 'o w , lit X�s.4 c $ a2i m v>,x916.71 9].9 I I. 1 O I Yx9162 ')916.1 mx n o m N $m .g 1'I 3 � CO I x 9161 0 x 9,9.z x 1,63 1 �-1-916.4 4.00 i.:.5 oleo] 0�00 f o.? of 1 I91e.e=O 7r I 0 I I m` x 91,,9 1 n all Z M 91,,3 x ala.,, 6.9 917.1 N Mn c� 1 \25 x919.71 i ///�O I 9I79 I I I` I 20.50 91,,.3 8 / .7 I_>_. 1 10 I S-N I .tee_' I I L �, :1:+1: _ ri 20.50 J ( 0 1 1 1 (918.5) .9119 I x 910.9 u7 T_ Rt 1p 9103 -�-I�"0�-x a�7 ,91za((fl � 1 9161 I.,,17.4 A I n x ala x917.7 '78.0) 55.00 (919.• 30.58 az II I xe16e •d v 917.33 x9182 x917.6 917.35 re';:* I v Ei x 1118.4x9IDA e.a Benchmark o o Benchmark I I Vacant X919'2 X 9164 9175 j173 V x 917. 6 g.917.9 30 Vacant X 920.6 X 917.4 `I N89°41'40"W 135.00 • Denotes iron pipe Lot area=10319 ofsof Denotes service Lowest opening elevation per grading plan:919.2 House area=2368 sf Porch area=84 sf ® Oe1ntes television box Lowest floor elevation per grading plan:911.3 Sidewalk area=71 sf ■ Denotes eIedrie box Driveway area=715 of CI Denotes telephone box Hausa elevations (Proposed),/As-built Total Impervious Area=3238 of x IX15.00 Denotes existing deviation Imoarvloan Coverage=31.4 X (ODO.Oo) Denotes proposed elevation Lowest floor Elevation ;(8129) / Building coverage=23.8 X - Dentes drainage flow direction Top Of Foundation Elev. :(821.7) / DenotesA Garage spike 9(920.8)•/Drop 0.7 ft.Construction Notes a Slab Elev.0 Door 1.Install rock construction entrance. T.O.F.Elevation a Lookout:(918.1) / 0' 10' 20' 2.Install kilt fence as needed for erosion control. per J.M. 3. Sidewalks shall drain away from horse a minimum of 1.D% 4.Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. Scale: 1" = 20' 6.Add or remove foundation ledge as required. General Notes: Benchmark: 1.Grading plan by Pioneer Engineering last dated 8/27./16 woe used to HomesTop Nut Hydrant We hereby certify to Rlorson Inc that this survey, plan or Lots 1-2 Block 2 determine proposed elevations shown herein. report was prepared by me or under my direct supervision,and Elevation= 2.This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under thehe lows of the except as shown, as surveyed by me or under my dkeat supervision. Stote of Minnesota.doted 10/04/18. 3.Proposed building dimensions shown ore for horizontal locution of structures on the lot only.Contact builds prior to construction for approved construction Signed: ' i ocr ineering,P.A. � 149- -_y pans. Iy t.,ao.�.t6 ydn. 4.Na specific sots investigation has been performed on this lot by the surveyor. 2)9-14.19Revi�ed pwwepl=n The suitability of sons to support the specific house proposed is not the 3J r6a2-la Cib mmnew responsibility of the surveyor. BY: 53 11401411 Sorts/Av. 5.This certificate does not purport to show easements other than those shown Peter J.Hawkinson, ro esslona kind Surveyor on the recorded plat. Minnesota license No.42299 email-phawkinson9pioneereng.eom 6.Bearings shown are based on an assumed datum. PI 4tNEER Lot 4, Block 1, CMILIMMElaks EArip 1.1.328. 1.1.1.4111., ? ?� SUMMERBROOKE Certificate of Survey for: according to the recorded plat thereof Thorson Homes Inc 2422 Bataprise Drive Pb.:1651)681-1914 Dakota County, Minnesota 4466 Mendota lHfa.gMs,MN 55120 (651)691-9488) reago� Address: xxxx Summerbrooke Place, Eagan, Minnesota Sagan)yet 551j3r House Model: Elevation: Phone:(651)4540644/Fes:(651)405-9437 ProjeCtft:118040000IPolder 0;7898Dimwit by:1RPw Buyer. Gordman AD pioneer Engineering .76,..-- - •,,z, -\----, 1 u-- --- -______ _____- ____ - -L-/T_A----_-- ---W. TIN-G--TREES-- — ----7 ,A- ---- - kN — — — — — - ---- — „... ,_, _ - --92O ', cow ilt - -\---____. --9,- _ ___ - ft— — — _,... - ____ V •,‘,,..-:__ ...:AI .....taaa-.... .. . --4- _ _. .•:,.. ...,c_ — , -, w-v--=•-mom,'llip- - .,1.1.1- - — -- ix , -- *,-, -,,, ...,....... .-_11.1P ,, .• . , _ ---.,..- _ •'. 1k. . ., 41G4 ,. _--•_. , . RIOARF \N \ \ . 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LOT SURVEY CHECKLIST FOR RESIDENTIAL j_0- V-e) BUILDING PERMIT APPLICATION PROPERTY LEGAL: 1.-Cr .4) i fr c k 1� ne4r k't DATE OF SURVEY: /0/4"M LATEST REVISION: c 2-1/ C 7 S.cruirbivtc--P-L-4?-001-!-E .1 )i s V a 0 z a DOCUMENT STANDARDS , ❑ ❑ • Registered Land Surveyor signature and company ❑ ❑ • Building Permit Applicant X ❑ ❑ • Legal description „Zr 0 0 • Address ,g ❑ 0 • North arrow and scale 1 ❑ ❑ • House type(rambler,walkout,split w/o,split entry, lookout, etc.) / ❑ ❑ • Directional drainage arrows with slope/gradient% fir ❑ ❑ • Proposed/existing sewer and water services&invert elevation O ❑ ❑ • Street name p1 ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22'max.) 0 ❑ ❑ • Lot Square Footage .ef ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners ❑ ❑ • Top of curb at the driveway and property line extensions ❑ fP ❑ • Elevations of any existing adjacent homes M' ❑ ❑ • 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 ,121 ❑ 0 • Front and rear of home at the foundation 0 N • PRV Required PONDING AREA(if applicable) f' El El • Easement line O ❑ ❑ • NWL ;I' ❑ ❑ • HWL ❑ 0' ❑ • Pond#designation ❑ y ❑ • Emergency Overflow Elevation ❑ X ❑ • Pond/Wetland buffer delineation Y () • Shoreland Zoning Overlay District Y 9 • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings&dimensions p' ❑ ❑ • 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 f' ❑ ❑ • Setbacks of proposed structure d sideyard setback of adjacent existing structures 0 ❑ ❑ • Retaining wall requirements: Air Reviewed By: - f/i% e, Date /d .9�6' G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 I 1 31 tf Y±mur SlePe3 Eo ri uired PUR ii© iD R CONTROL I PROVIDE AND MAINTAIN I, INLET PROTECTION UNTIL 132.38 FINAL TURF IS ESTABLISHED '5 coo 1482°30'57 E �e§: \ Vacant ?� 914.22 N. Benchmark 915.0 \\ x 916.0 -......\ 915.9 30 \\ X 913.9 IP X 914.1 X 915.0 ///'''��� Second story J 915.3 S. j`' �" I POND \\ .' 911.68 x912.2 overhang 6"913.0 (915.0) 914.9x26.99 s1 II 1 I I NWL=9OA I.7 Benchmark / ---- x sas.a into D U �\ I I I HWL=909.5 , 909.8easement 55.51 !_I o \\ I - 913.7) X 912.9 �f�fC�C `\�� /tO ( / 1f�n 1 -, 916.0 915.4 I �c-.x 909.2 l 1� grosspav_ -`_ _4 x 915.7 I \ X 908 _ -0. `10.2 Q 1912,Q-�y-� ---- - x-912.8 I ' I \ -----7=- I O �_-� �[ �_= x 915.4 I x 916.8 10 916.9 I D I I N _ _. 912.7 i 914.5 A ,l I \ x 910.7 - 'VO.9 -- 1 / 36.02 , X 915.1___I_� O ll 01 I I r I KD O 916.8 /\ 1 I 25 X t0 33917.9 I 916.7 915 (34,- Q�•1 1 914.5 r- 'd' X 916• M r-cri xof 917.5 o Csl I IX 913.1 x 13.9 v I v i� r-�N N 1` ' /��� 11.24.i.44 9 .7 6.67 15.8 I �` d Q I 0 CO ^� I x s, 1 CO I I Q I X 917.2 X 91'3 X 914.81 _O x 914.5 /o In 8'00 I I 3 ^ I x 914.7 914.8�/x j a I O O x 91 I ' 976.3 Y 1 L6 ti -. II atm I I u 916.5x5 0- 9115.2 /8.00 . - 9 .1 x918.6 -- 917.2 I I I w I x 918.7 W ..*----r------ 91.4 9s. 1x•-�-,c• s o= 16.1 17.67 --- 30.5 -f- ^ 1 Y I x 1 0°� I I /0- /o I I A I �, O i 0 ; .5 2 I x116.4 0^• 'Op �' ii : 91 .7917.610 . N rn °' O C16.2 '1 C) o N Ifa16ix TX918.1 Ox`f16.2T918.6 n O �I O I D�918.3 a O / 16.9 917.1 I N M^ W Z 1 x 916.8 a1 O, 9n.a I CO •I I v25 x916.7 o 1 Y I .0.50 916.3 I = - 10 I o NI = I L 916.5 (Ni 20.50 I ( O I x 916.8 ,,,�� O 916.3 O X 918.7 917.20 I 1 I (918.5) I n of u') Iri pi915.9 I T- to I x 916.1 X"917.7 18.0 55.00 VI/V 918.1 I 917.4 A (919. 30.58 I I x 918.6 Si v 917.33 x917.5 ri I I in x 918.2 � 917.35 1 BenchmarkBenchmark o� I I X 918.4 x 918.4 O x 919.2 x 918.2 1,. 917.5 I x 917.5 Vacant x 917.8 cox 917.9 30 Vacant x 920.6 x 917.4 ,1 v v N89°41'40"W 135.00 rl 11 .4 1 , Fr r i4401 !, L _.golf • Denotes iron pipe Lot area = 10319 sf 46) Denotes service Lowest opening elevation per grading plan :919.2 House area = 2368 sf Porch area = 84 sf 0 Denotes television box Lowest floor elevation per grading plan :911.3 Sidewalk area = 71 sf • Denotes electric box Driveway area = 715 sf Q Denotes telephone box Total Impervious Area = 3238 sf X 000.00 Denotes existing elevation House elevations (Proposed) / As-built Impervious Coverage = 31.4 % ( 000.00 ) Denotes proposed elevation Lowest Floor Elevation :(912.9) / Building coverage = 23.8 % Denotes drainage flow direction Top Of Foundation Elev. :(921.7) / A Denotes spike Garage Slob Elev. ® Door :s(920.6)* / Drop 0.7 ft. Construction Notes: 1. Install rock construction entrance. T.O.F. Elevation ® Lookout:(916.1) / 0' 10' 20' 2. Install silt fence as needed for erosion control. per J.M. 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. - Scale: 1" = 20' 6. Add or remove foundation ledge as required. General Notes: Benchmark: 1. Gradingplan byPioneer Engineering last dated 8/22/18 was used toTop Nut Hydrant 9 9We hereby certify to Thorson Homes Inc that this survey, plan or Lots 1-2 Block 2 determine proposed elevations shown herein. report was prepared by me or under my direct supervision, and Elevation = 2. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 10/04/18. 3. Proposed building dimensions shown are for horizontal location of structures on thes. lot only. Contact builder prior to construction for approved construction Signed: io eer En ineering, P.A. (Re11$1ons: 1.)02-09-18 Preliminary 4. No specific soils investigation has been performed on this lot by the surveyor. 2.)9.24-18 Revised house plans The suitability of soils to support the specific house proposed is not the 3.)1003-18 City comments responsibility of the surveyor. BY: 4.)10-03-t8 Stake house 5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, rofessional Land Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinson®pioneereng.com 6. Bearings shown are based on an assumed datum. Lot 4, Block 1, PIONEER neering,P.A. SUMMERBROOKE Certificate of Survey for: CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPISARC[TIECTS according to the recorded plat thereof Thorson Homes Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 +1.7 7 4466 Wedgewood Dr www.pioneereng.com Address: x xx Summerbrooke Place, Eagan, Minnesota Eagan,MN 55123 House Model: Elevation: Phone:(651)454-0644/Fax:(651)405-9437 Project#:118040000 Folder#:7898 Drawn by:TRPA Buyer: Gordman A ©Pioneer Engineering Job Truss Truss Type Qty Ply NC Roof Repair 135714944 306224-B A2 ROOF SPECIAL GIRDER 2 1 Job Reference(optional) Villaume Industries,Inc, St.Paul,MN-55121, 8.240 s Dec 6 2018 MiTek Industries,Inc. Wed Jan 2 14:54:34 2019 Page 1 ID:oj_hMyUyOL?ZZtUwARIVMRyA?70-gMg9Gb4g7GjMf HwJSxgf7MzNThILubcaV?xgazzMVp I 8-5-2 I 16-7-11 [ 24-10-6 24-110-9 29-0-0 I 32-0-0 32r5T835-0-0 0-6-0I 8-5-2 8-2-10 8-2-10 03 4-1-7 3-0-0 0-5-8 2-6-8 '1-6-0 4'CRACK IN BOTTOM CHORD STARTING 8'FROM LEFT END. 5x12 M18SHS I I CRACK IN BOTTOM CHORD FROM JOINT 16 TO 20'FROM THE LEFT END. Scale=1:77.9 3 7.00 12 r d,� ,-n e. R //w O Q1C 1. 3x6 5 3x4 * 4 3x4 * /5—'Z'7 t, S 6 . 2 "' ALL SCAB TRUSS WEBS ARE 2'LONG. 6x6 = 24 354 o�}} 1 T 25 17 26 16 15 27 14 13":" 711.�'- "\ JA 4x8 II 2x3 II 3x6 = 4x6 = 11 10 3x6 II 16-0-0 3x8 7x14 MT18HS = 3x4 = ..' 2x4 I I SHOP FABRICATE SCAB TRUSS(SHOWN AS SHADED AREA ON TRUSS DESIGN DRAWING)USING THE LUMBER AND PLATES INDICATED. DRILL 1/4"HOLE AT END OF CRACK ATTACH SCAB TRUSS TO ONE FACE OF EXISTING TRUSS WITH(0.131"X 3")NAILS TO PREVENT FURTHER SPLITTING (INTO ALL ALIGNING MEMBERS)PER THE FOLLOWING NAIL SCHEDULE: 'i 2 x 3's-1 ROW,2 x 4's-2 ROWS,2x6'SAND LARGER-3ROWS: SPACED @ 2"O.C. USE 2"MEMBER END DISTANCE. 8.5.2 16-7-11 24-10-6 24-110-9 28.11.8 29-9•0 32-0-0 32/50 35-0-0 8-5-2 I 8-2-10 I 8-2-10 04-3 4-0-15 0-0-8 3-0-0. 0-5-8 2-6-8 I Plate Offsets(X,Y)-- [1:0-0-0,0-4-0],[1:0-3-8,Edge],[6:0-2-12,0-2-4],[8:0-0-0,0-4-0],[12:0-9-12,Edge],[14:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.10 17-20 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.71 Vert(TL) -0.25 14-15 >999 180 M18SHS 197/144 BCLL 0.0 " Rep Stress Incr NO WB 0.92 Horz(TL) 0.04 12 n/a n/a MT18HS 197/144 BCDL 10.0 Code MNSRC2015/TPI2007 Matrix-MS Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins. 4-9:2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 4-2-14 oc bracing. BOT CHORD 2x4 SPF No.2 WEBS 1 Row at midpt 2-15,5-14 WEBS 2x3 SPF Stud"Except* 2-15,3-15,5-15,6-14:2x3 SPF No.2 WEDGE Left:2x4 SPF No.2,Right:2x4 SPF No.2 REACTIONS. (lb/size) 1=1404/Mechanical,12=4248/(0-5-8+bearing block) (req.0-6-11) Max Horz 1=-216(LC 4) Max Uplift 1=-70(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2099/111,2-3=-1268/95,3-5=-1286/119,5-6=-1057/69,6-7=-14/2218, 7-8=-98/453 BOT CHORD 1-17=-108/1771,15-17=-108/1771,14-15=0/691,12-14=-1616/15,6-12=-4063/0, 8-10=-305/151 WEBS 2-17=0/333,2-15=-964/203,3-15=0/525,5-15=-122/337,7-12=-1324/0,5-14=-1250/0, 6-14=0/2672 NOTES- 1)2x4 SPF No.2 bearing block 12"long at jt.12 attached to front face with 2 rows of 10d(0.131"x3")nails spaced 3"o.c.8 Total fasteners.Bearing is assumed to be SPF 1650F 1.5E. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 I Hereby certify that this plan,speci- 4)All plates are MT20 plates unless otherwise indicated. ficatian,or report was prepared by 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. me or under my direct supervision 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide and that I am a duty Lice d Poo will fit between the bottom chord and any other members,with BCDL=10.Opsf. fesaionai i ear r the laws of the ate* 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. STEVEN E.FOX 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)300 lb down and 28 lb up at 32-5-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. DATE REG.NO.21980 LOAD CASE(S) January 2,2019 `continued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. et MEI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MR*. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA170898 Date Issued:07/21/2021 Permit Category:ePermit Site Address: 4187 Summerbrooke Pl Lot:4 Block: 1 Addition: Summerbrooke PID:10-72950-01-040 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael John Bills 4187 Summerbrooke Pl Eagan MN 55123 (651) 271-8621 Milbert Company (culligan) 1801 50th St E Inver Grove Heights MN 55077 (651) 451-2241 Applicant/Permitee: Signature Issued By: Signature