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907 Wild Rose Ct cl, ,�L tP Use BLUE or BLACK Ink ------------------ �3� I For Office Use I �r q « 3�� ��� j Permit#: 0 � `' � � of Eap I Permit Fee: yr ! 3 f I 3830 Pilot Knob Road 3q1 Eagan MN 551229��1 [Di Date Received: Phone: (651)675-5675 Fax: (651)675-5694 V, J� I Staff: .J I-------------- 2016 RESIDENTIAL BUILDING PERMIT APPLICATION 7/21/2016 907 Wild Rose Court Date: Site Address: Unit#: Name. �JrrJ1') f� L�G Phone: i&­V V � Wt1E�t' Address/City/Zip: �j 7TV�Pi Applicant is: Owner Contractor L t Q New Construction U41i�i��,� Description of work: T' 00 Construction Cost:� Multi-Family Building: (Yes /No Z) Norton an Homes, LLC Chris `Norton Company: Contact: p Y� 18215 45th Ave N Ste D. Plymouth Address: City: as State: MN Zip: 55446 Phone: 763-559-2991 Email: chrisn @nortonhomes.com y� "9,P,��,, I�������� BC639221 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, date and address of master plan: Licensed Plumber:-A m e-ri'c e, ee- Phone: Mechanical Contractor: Se. q yam. /< Phone: Sewer&Water Contractor: P'r1 Phone: 4.13 IZ� Fire Suppression Contractor: Phone: IthQeTn►€Pc�ioc hNratbe cfas/sTk����� i € ou E y � f 2 VOW ipll � ► r € +�tnsde lr€r rc:T r d r,l'` or f #r , 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.gooherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. �. X ojr%,s �&/'1 x Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES o'� c-� 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 �7�� OQQ Occupancy I Qj C-/ MCES System Plan Review Code Edition 1,2 1�- SAC Units / (25% 100% Zoning jZ-/ City Water Census Code /o/ Stories 1 Booster Pump 4MA� #of Units Square Feet -3/Z7 PRV T #of Buildings / Length f Fire Suppression Required !� Type of Construction Width -23 REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation HVAC_Gas Service Test Gas Line Air Test Roof: Ice &Water $-- Final Pool:_Footings _Air/Gas Tests _Final Framing 30 Minutes-4 1 Hour Drain Tile Fireplace: Rough In Air Test Final Sidin . :St cco Lat tone Lath _Brick Insulation Windo Sheathing Retaining Wall:_Footings Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES L, L U.v `I"' ii✓ iy!31,x@ Base Fee L L 63 Surcharge Qty f Plan Review / 90 3 G- it /rt-A �O y��'� 9� /1 / -I-/ 30( MCES SAC City SAC Utility Connection Charge Po l2 G 14 01 0)7 S&W Permit&Surcharge Treatment Plant OrL �- Copies TOTAL l, / i /Page 2 of 3 q� New Construction Energy Code Compliance Certificate AUG 2 4 7W r t Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Pos panel. NORTON I HOMES Mailing Address of the Dwelling or Dwelling Unit City 907 Wild Rose Court Eagan Name of Residential Contractor MN License Number Norton Homes BC639221 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) — Active(With tart and monometer or other yc system monitoring device) > y N Location(or future location)of Fan: a T m — � o (D Attic c � a o a 3 U — f0 m CL m v U CD 3 Q m m N C e 3 >. c O Z N N a :2 u X O Insulation Location CL ° m m U OLU m rn rn <g E E y c m 2 m m c I.- c z LL LL ti u iY Other Please Describe Here Below Entire Slab R-10 x Foundation Wall R-21 X X R-10 Exterior,R-11 Interior Perimeter of Slab on Grade x Rim Joist(1st Floor) R-21 X Rim Joist(2nd Floor+) x Wall R-20 X Ceiling,flat R-50 x Ceiling,vaulted X Bay Windows or cantilevered areas X Floors over unconditioned area x Describe other insulated areasS Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.30 X I Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 10.31 JR-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater Not required per mech.code Fuel Type Natural Gas Electric Electric x Passive Manufacturer Lennox Lennox lPowered Interlocked with exhaust device. Model ML193UH090XP36C 13ACXN-036 Describe: Input in 88,000 Capacity in Output 3 Other,describe: Rating or Size BTUS: Gallons: in Tons: AFUE or 93 SEER 13 Location of duct or system: Efficiency HSPF% /EER Heating Loss Heating Gain Cooling Load Mech Room w/Kitchen bypass Residential Load Calculation 60,256 24,458 32,250 14.4 Cfm's 4 "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): x Not required per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: 75 High: 1150 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: I Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: HRV in Mach Room(75 cfm)Six 60 CFM bath fans(360)One 80 CFM Bath Fan Cfm's Capacity continuous ventilation rate in cfms: 1 75 "round duct OR IE Total ventilation(intermittent+continuous)rate in cfms: 1 515 "metal duct Builders Associaton of Minnesota version 101014 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City of Chanhassen website and at City Hall. The completed form must be submit- ted in duplicate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at; http.#www,ci.chonhassen.mn.us/serv/bu11d htmi. Site address ,P VV'i/of °^ kA Date ! _1 Contractor Completed ,�Ic gy Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11.1) FNumberof tioned area including J shed or unfinished) �/ � Total requlred ventilation ms Continuous ventilation Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in 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 i 2001-2500 80140 1 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 1 105/53 , 120/60 135168 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 i 3501-4000 110/55 1 125/63 140/70 155/78 170185 185/93 4001-4500 120/60 135/68 150/7 165/83. 180/90 195/98 4501-5000 130/65 145/73 160 1 190/95 205/103 5001-5500 140/70 155178 170/85 185/93 200/100 215/108 5501-6000 150/75 165/88. 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) 1 Conditioned space includes the basement I 1 If conditioned space exceeds 6000 sq. fG or there are,amore than 6 bedrooms, use i Equation 11-I from Sect[onNl I04.2 to calculate total ventilation rate. II 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, Page 1 of 6 Section B Ventilation Method (choose either balanced or exhaust on l ) aalanced,HRV(Heat Recovery Ventilator)or$RV(Energy Recov- LJ Exhaust only ery Ventilator)-dm of unit in low must not exceed continuous venti. Continuous fan rating in cfm lation rating by more than 1003. Low cfm: High cfm: Continuous fan rating in cfm(capacity must not exceed continuous ventilation rating by more than 100Y) 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 airflow must be equal to orgreoter than the required continuous ventilation rate and f less than 100%greater than the continuous rate.(For instance,if the low cfm Is 40 cfm,the ventilation fan must not exceed 8b cfm,) Automatic controls may allow the use of a lorgerfan that is operated a percentage of each hour. j 1 Section C . Ventilation Fan Schedule Description Location Continuous Intermittent Al e'r, Directions-The ventilation fan schedule should describe what the fan is for,the location,cfm,and whetherit is used for continuous or Intermittent ventilation. The fan that is chaseforcbritinuous ventilation must be equal to or greater than the law e m air rating and less than 10095 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 (Describe operation and control ofthe continuous and intermittent ventilation) SG d roh e d k3 ( ) S ' I Directions-Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and Inspectors to verb design and Installation compliance. Related trades also need odequate detall for placement of controls and proper operation of the building ventilation. If exhaustion are used forbuilding ventilation,describe the operation and location of any controls,Indicators and legends. If an t;RV'or HRV Is to be j 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 ) alrhandling equipment for proper operation,such Interconnection shall be made and described. Section B .. .... .. Make-up air Passive(determined from calculations from Table 5013.1) Powered(determined from calculations from Table S01.3.1) Interlocked with exhaust device(determined from calculation from Table S02.3.1) Other,desarlbet ' Location of duct or system ventli tion make-up air:Determined from make-up air opening table 77,00r U// it�r'tGitczm �rans{rr roar ca�d(e } Lj.q I cfm Ll I Floe Size and type(round,rectangular,flex or rigfd) l (NR means not required) i Page 2 of 6 , Directions•In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. For existing dwellings,see 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,flexor 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 or combustion appliances,see KAIR method for calculations) I One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap• assisted appliances and gas or oil appliance or lyvented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column 0 Column A Column B 1. a)pressure factor 0.15 0.09 0.06 0.03 , (cfm/so b)conditioned floor area(sf)(including Y.J unfinished basements)k J Estimated House Infiltration(cfm):(1a j,r�,. x 1b) 010 J 6 2.Exhaust Capacity a)continuous exhaust-only ventilation system(cfm);(not applicable to ba. �Jj lanced ventilation systems such as 1" HRV) b)clothes dryer(cfm) 135 135 135 135 i c)80%of largest exhaust rating(cfm); I Kitchen hood typically YriG*td) (not applicable if recirculating system 6..i1f 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 Applicable or If powered makeup air is electrically j interlocked and matched to exhaust) I Total Exhaust Capacity(cfm); /_ (2a+2b+2c+2d) 6 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) b)estimated house Infiltration(from above) t Makeup Air Quantity(dm); I (3a (If value Is negative,no makeup air is Ll needed 4.For makeup AlrOpening Sizing,refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) 8. Use this column if there is one fan-assisted appliance per venting system,(Appliances other than atmospherically vented appliances may also be in- cluded.) 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. i , Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent ap, assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct di- pliances,or nocombus- power vent or direct pilance or one solid fuel pilances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column 8 Column C Column D Passrveopening 1-36 1-22 1-15 2-9 3 Passive opening 37-66 23-41 16-28 10-17 4 ' Passive opening 67-109 42-66 29-46 18-28 5 11 Passive opening 110-163 67-100 47-69 29-42 6 t t Passive opening 164-232 101-143 70-99 43-61 7 I Passive opening 233-317 144-195 100-155 62-83 8 I 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 Passiveopening 540-679 333-419 231-290 143-179 11 j w/motorized damper Powered makeup air >679 1 >419 >290 >179 NA I 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 remolning length of straight duct allowable. a. 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. Sectionp F Combustion air ' Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet Ed) Size and type Other,describe: I Explanation-If no atmospheric or power vented appliances are Installed,check the appropriate box,not required if a power vented or atmospherically vented appliance installed,use IFGCAppendix E, Worksheet E-1(see below). Please enter size and type. Combus- don air vent supplies must communicate with the appliance or appliances that require the combustion air. ; I Section F calculations follow on the next 2 pages. I i 1 i Page 4 of 6 Norton Construction 907 Wild Rose Court Eagan, Dakota I---- � CUSTOMER NAME INSTALLATION ADDRESS INSTALL CITY&COUNTY SALE DATE SALESREP NAME Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air in}lltration Rate Method. For new construction,4b of step 4 is required to be jliied out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method AU3 16 2016 for Furnace Boller,and or Water Heater In the Same Space) Step 1:Complete vented combustion appliance information. Draft/Fan Assist/Power Vent Input Direct Vent Input Furnace/Boller: 11 Draft Hood ❑Fan Assisted Direct Vent Input; Btu/hr 88000 Btu/hr or Power Vent 0 Electric Water Heater Water Heater: Btu/hr 0 Draft Hood Fan Assisted El Direct Vent input: O�Btu/hr or Power Vent Stop 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. ,) 280 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft' LxWxH 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) MECH RM MECH RM DIM 1 DIM 2 4a.Standard Method Total Btu/hr Input of all combustion appliances Input: 0 Btu/hr Ll 20 L2 Use Standard Method column In Table E-1 to find Total Required TRV: ft' Volume(TRV) W1F WC] If CAS Volume(from Step 2)is greater than TRVthen no outdoor openings are needed If CAS Volume(from Step 2)Is less than TRV then go to STEP S. H� H2 a 46.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: ft' 1280 0 Required Volume Fan Assisted(RVFA) VOLT VOL2 Total Btu/hr Input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column In Table E-1 to find RVNFA: ft' Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= + = TRV ft' If CAS Volume(from Step 2)/s greater than TRV then no outdoor openings are needed. NO CAi NEEDED If CAS Volume from step 2)Is less than TRV then go to STEP S. Step S: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) 280 0 _ 1,280.0000 Step 4b) Ratio= ,� / Stop 6:Calculate Reduction Factor(RF). RF=1 minus Ratio Step 4b)RF=1- _ Stop 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr Input of all Combustion Appliances in the some CAS Input: Btu& (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided b 300O Btu/hr er in2 CAOA- /3000 Btu/hr per in2- 0.00 in2 Stop 8;Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA- 0.00 x — 0.00 In2 Step 4b) Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA- 0.00 In.diameter Step 4b) 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 6304. HIT CHECK BOX 4X TO COMPLETE,CAL.CULATIQNS Page 5 of 6 i i I Load Short Form AUG 19 2016 Job: Embretson,907 Wild Ro... WrllgltStf Date: August 19,2016 Entire House By: Anthony Aversa WebReps LLC. Plan: 907 Wild Rose Court 1880 82nd Avenue Suite#203,Vero Beach, FL 32966 Phone:800-810-3280 Email:anthony @webrepshvac.com Web:www.v,,ebrepswholesale.com License:CAC054709 Project • • For: Chris Buchanon, Sedgewick Heating 1408 Northland Drive # 310, Mendota Heights, MN 55120 Phone: 952 881-9000 Email: chrisb @sedgwickheating.com Design Information Htg / Clg Infiltration Outside db (°F) -15 v 88 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 85 13 Fireplaces 1 (Tight) Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/lb) 32 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade MERIT 90 Trade MERIT Model ML193UH090XP36C-* Cond 13ACXN036-230-** AHRI ref 4792134 Coil C33-38++TDR+TXV AHRI ref 7619523 Efficiency 93 AFUE Efficiency 10.7 EER, 13 SEER Heating input 88000 Btuh Sensible cooling 24500 Btuh Heating output 83000 Btuh Latent cooling 10500 Btuh Temperature rise 67 OF Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.76 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Owners Suite 245 4311 1845 106 100 Own Bath 157 1487 626 37 34 Own We 23 39 17 1 1 MF Laundry 51 1213 734 30 40 M Wic 121 2201 509 54 28 Office 121 2796 1980 69 107 Pwdr 44 74 32 2 2 Off Cl 20 33 14 1 1 MF Stairs 109 1935 1139 48 62 Great Room 434 4135 2672 102 145 Kitchen 237 1398 2215 34 120 Dining Room 219 4938 3286 121 178 Mud Room 64 772 149 19 8 Foyer 80 1679 381 41 21 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .�}- 2016-Aug-19 13:11:15 I 'r wlrightsoft° Right-Suite®Universal 2017 17.0.04 RS000902 Page 1 ....Embertson,907 Wild Rose Court,Eagan,MN.rup Calc=MJ8 Front Door faces:SE Md Clst 44 1194 205 29 11 Hall 36 61 26 2 1 Bs Bath 68 869 13 21 1 Boys Bedroom 180 1705 1414 42 76 B Wic 35 240 3 6 0 Laundry 149 742 8 18 0 Stairs 105 522 6 13 0 Elev 16 27 0 1 0 B Hall 61 107 0 3 0 Games 9 15 0 0 0 B Bath 86 860 109 21 6 Girls Bedroom 209 3446 1117 85 60 G Clst 27 196 23 5 1 Family Room 416 3505 1141 86 62 Wet Bar 114 538 6 13 0 Recreation 300 5043 1910 124 103 Mechanical 229 1408 0 35 0 Entire House 400 47488 21580 1167 1167 Other equip loads 12768 2877 Equip. @ 1.00 RSM 24458 Latent cooling 7793 TOTALS 4005 60256 32250 1167 1167 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2016-Aug-19 13:11:15 wril ht5C1ft' Right-Suitee Universal 2017 17.0.04 RS000902 Page 2 ACCk ....Embertson,907 Wild Rose Court,Eagan, MN.rup Calc=MJ8 Front Door faces:SE . f Building Analysis Job: Embretson,907 Wild Ro... >rights , e g Y Date: August 19,2016 Entire House By: Anthony Aversa WebReps LLC. Plan: 907 Wild Rose Court 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Email:anthony @webrepshvac.com Web:www.mebrepswholesale.com License:CAC054709 Project For: Chris Buchanon, Sedgewick Heating 1408 Northland Drive # 310, Mendota Heights, MN 55120 Phone: 952 881-9000 Email: chrisb @sedgwickheating.com Design Conditions Location: Indoor: Heating Cooling Minneapolis-St Paul Int'IArp, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity (%) 30 50 Outdoor: Heating/ Cooling / Moisture difference (gr/lb) 31.7 31.3 Dry bulb (°F) -15 88 «v// Infiltration: Daily range (°F) - 18 ( M ) Method Simplified Wet bulb (°F) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) • Component Btuh/ft' Btuh % of load umidificafion Walls 4.7 14855 24.7 wall Glazing 23.9 15575 25.8 Venfiiafi°n Doors 33.1 715 1.2 Ceilings 1.7 3404 5.6 Floors 1.7 3494 5.8 Infiltration 3.2 9443 15.7 Ducts 0 0 Piping 0 0 r Humidification 5054 8.4 G4.09 M Ventilation 7715 12.8 F'°°m Adjustments 0 mar°a"i"' Total 60256 100.0 • • • Component Btuh/ft' Btuh % of load lovrer Walls 0.9 2787 11.4 Wall �anelat- Glazing 12.3 8006 32.7 Doors 9.9 214 0.9 Ceilings 0.8 1560 6.4 Floors 0 0 0 Infiltration 0.1 358 1.5 Ducts 0 0 Glazin y.. Ventilation 1171 4.8 i�mai Gain Internal gains 8655 35.4 Blower 1707 7.0 Adjustments 0 Total 24458 100.0 ar Latent Cooling Load = 7793 Btuh Overall U-value = 0.057 Btuh/ft2-°F Data entries checked. t LVrI 2016-Aug-1913:11:15 !+ 9 Right-Suite®Universal 2017 17.0.04 RS000902 Page 1 ....Embertson,907 Wild Rose Court,Eagan,MN.rup Calc=MJ8 Front Door faces:SE Component Constructions Job: Embretson,907 Wild Ro... -�rl- wrightsi p Date: August 19,2016 Entire House By: Anthony Aversa WebReps LLC. Plan: 907 Wild Rose Court 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Email:anthony@webrepshvac.com Web:www.webrepswholesale.com License:CAC054709 Project f f For: Chris Buchanon, Sedgewick Heating 1408 Northland Drive # 310, Mendota Heights, MN 55120 Phone: 952 881-9000 Email: chrisb @sedgwickheating.com Design C• • • Location: Indoor: Heating Cooling Minneapolis-St Paul Int'IArp, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 31.7 31.3 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 18 ( M ) Method Simplified Wet bulb (°F) - 72 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BhM?--°F ft'-°F/Btuh BhhM2 Btuh BtuhM2 Btuh Walls 15B11- c 78:l3 wall,heavyy damp soil,2"x4"wood int frm,concrete n 2 0.041 19.0 3.62 8 0.06 0 r-1 wal 0 in r-11 v ins, ,thk, 1/2"gypsum board int fnsh a 81 0.039 19.0 3.32 269 0 0 vi e 69 0.043 19.0 4.43 306 0.40 28 e 207 0.041 19.0 3.62 749 0.06 12 se 51 0.039 19.0 3.31 169 0 0 s 122 0.039 19.0 3.32 403 0 0 s 302 0.041 19.0 3.62 1091 0.06 18 sw 51 0.039 19.0 3.31 169 0 0 w 104 0.041 19.0 3.62 374 0.06 6 all 988 0.041 19.0 3.58 3536 0.06 63 Frm wall,vnl ext, 1/2"wood shth, -21 cav in , 1/2"gypsum board int n 113 0.060 20.0 5.14 578 1.24 139 fnsh,2"x6"wood frm, 16"o.c.stud: ,vnl ext,1/2"wood shth, n 413 0.060 20.0 5.14 2121 1.24 510 r-21 cav ins, 1/2"gypsum board int fnsh,2"x6"wood frm,16"o.c.stud n 85 0.060 20.0 5.14 436 1.24 105 e 446 0.060 20.0 5.14 2291 1.24 551 se 57 0.060 20.0 5.14 291 1.24 70 s 347 0.060 20.0 5.14 1785 1.24 429 sw 35 0.060 20.0 5.14 180 1.24 43 w 690 0.060 20.0 5.14 3545 1.24 853 w 18 0.060 20.0 5.14 93 1.24 22 all 2201 0.060 20.0 5.14 11319 1.24 2723 Partitions (none) Windows 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr,1/4"gap, 1/4"thk: n 45 0.300 j 0 25.5 1148 7.90 355 2 glazing,clr low-e outr,air gas,vnl frm mat,cir innr, 1/4"gap, 1/4"thk; ✓ NFRC rated SHGf C=0.26);50%outdoor insect screen;2 ft overhang (5 ft window h_t, rft sep. ; 7 ft head ht a 30 0.30 0 25.5 765 23.2 697 all 75 .300 0 25.5 1913 14.0 1052 2016-Aug-19 13:11:15 i+`- wrightSOft" Right-Suftee Universal 2017 17.0.04 RS000902 Page 1 Embertson,907 Wild Rose Court,Eagan,MN.rup Cale=MJ8 Front Door faces:SE 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr,1/4"gap,1/4"thk: n 72 0.270 0 23.0 1652 9.25 666 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr,1/4"gap,1/4"thk; n 86 0.270 0 23.0 1974 9.25 795 NFRC rated SHGj _ C=0.36);50%outdoor insect screen;2 ft overhang n 92 0.270 0 23.0 2111 9.25 851 (8 ft window ht, 1�ft sep.)7; .67 ft head ht s 55 0.270 0 23.0 1255 14.7 805 all 305 0.270 t/ 0 23.0 6992 10.2 3117 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr,1/4"gap,1/4"thk: n 54 0.300 0 25.5 1377 7.90 426 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr,1/4"gap, 1/4"thk; NFRC rated(SHGC=0.26);50%outdoor insect screen;2 ft overhang (6 ft window 6T-T'fit p) 6.67 ft head ht 4A5-2ovd:2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4" n 84 0.300 0 25.5 2142 7.90 663 gap, 1/4"thk;NFRC rated(SHGC=0.26);50%outdoor insect screen; 15 ft overhang(7 ft window-R TIrTep-,,6.67 ft head ht 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap, 1/4"thk: a 22 0.270 ✓ 0 23.0 514 30.8 689 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap, 1/4"thk; NFRC rated SHG( C=0.36);50%outdoor insect screen;2 ft overhang (5.6 ft window ht, 1 ft sep);6.67 ft head ht 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap,1/4"thk: s 14 0.270 0 23.0 327 9.25 132 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap, 1/4"thk; NFRC rated SHGC=0.3 ;50%outdoor insect screen;2 ft overhang (3 ft window ht, 1 ft sep.);6.67 ft head ht 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap, 1/4"thk: s 54 0.270 0 23.0 1239 15.1 816 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap,1/4"thk; NFRC rated SHE GC=0.36);50%outdoor insect screen;2 ft overhang (9 ft window ht, sep. ;6.67 ft head ht 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap, 1/4"thk: w 8 0.270 0 23.0 184 24.3 195 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap, 1/4"thk; NFRC rated SH( GC=0.36);50%outdoor insect screen;2 ft overhang (1.6 ft windo sep.);6.67 ft head ht 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap, 1/4"thk: w 12 0.270 0 23.0 275 30.9 371 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap, 114"thk; NFRC rated SHGC=0.36);50%outdoor insect screen;2 ft overhang (6 ft window t, sep. ;6.67 ft head ht 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap, 1/4"thk: w 24 0.300 0 25.5 612 22.7 545 2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, 1/4"gap, 1/4"thk; NFRC rated(SHGC=0.26);50%outdoor insect screen;2 ft overhang (4 ft window h, sep. ; .67 ft head ht Doors 11 D0:Door,wd sc type sw 22 0.390 0 33.1 715 9.93 214 Ceilings 16C-50ml:Attic ceiling,mtl roof ma r-50 ceil ins,5/8"gypsum board int 2003 0.020 50.0 1.70 3404 0.78 1560 fns h Floors Bg floor,heavy damp soil,full ext ins cov,10'dept �r-1 ins,carp 80% 2003 0.021 10.0 1.75 3494 0 0 flr fnsh:Bg floor,heavy damp soil,full ext ins cov,4 r-10 ins, carp 80%flr fnsh 2016-Aug-19 13:11:15 �+- 1Nt'ightsof- Right-Suite®Universal 2017 17.0.04 RS000902 Page 2 ....Embertson,907 Wild Rose Court,Eagan,MN.rup Calc=MJ8 Front Door faces:SE Project Summa Job: Embretson,907 Wild Ro... wrightSo f t Summary Date: August 19,2016 Entire House By: Anthony Aversa WebReps LLC. Plan: 907 Wild Rose Court 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Email:anthony @webrepshvac.com Web:www.webrepswholesale.com License:CAC054709 Project • • For: Chris Buchanon, Sedgewick Heating 1408 Northland Drive # 310, Mendota Heights, MN 55120 Phone: 952 881-9000 Email: chrisb@sedgwickheating.com Notes: Embretson, 907 Wild Rose Court, Eagan, MN Design Information Weather: Minneapolis-St Paul Int'IArp, MN, US Winter Design Conditions / Summer Design Conditions / Outside db -15 OF v Outside db 88 OF !/ Inside db 70 OF Inside db 75 OF Design TD 85 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 47488 Btuh Structure 21580 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (85 cfm) 7715 Btuh Central vent (85 cfm) 1171 Btuh Humidification 5054 Btuh Blower 1707 Btuh Piping h Equipment load 60256 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 24458 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 6037 Btuh Ducts 0 Btuh Heating Cooling Central vent (85 cfm) 1755 Btuh Area (ftZ) 4005 4005 Equipment latent load 7793 Btuh Volume (ft') 31232 31232 Air changes/hour 0.20 0.05 Equipment total load 32250 Btuh Equiv.AVF (cfm) 104 26 Req. total capacity at 0.70 SHR to Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade MERIT Model ML193UH090XP36C-* Cond 13ACXN036-230- * AHRI ref 4792134 Coil C33-38++TDR+TXV AHRI ref 7619523 Efficiency 93 AFUE Efficiency 10.7 EER, 13 SEER Heating input 88000 Btuh Sensible cooling 24500 Btuh Heating output 83000 Btuh Latent cooling 10500 Btuh Temperature rise 67 OF Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.76 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2016-Aug-19 13:11:15 !�� wrightsoft* Right-Suite®Universal 2017 17.0.04 RS000902 Page 1 A1.+t+A ....Embertson,907 Wild Rose Court,Eagan,MN.rup Calc=MJ8 Front Door faces:SE N t 3�iV Basement r 85 cfm 86 cfm Girls Bedroom G CI ' 124 cfm 5 cfm Recreation Family Room a Ell 3 cfm EK21 cfm �3 J m 0 cfm B Bath B Hall Wet Bar lev 7777---777777777� -777 13 cfm 1167 cfm 1 cfm Stairs R35 cfm 76 cfm 18 cfm Mechanical Boys Bedroom Laundry ® g m B Wic Bs Bath 921 cfm Job #: Embretson, 907 Wild Rose Cour... WebReps LLC. Scale: 1 :93 Performed by Anthony Aversa for: Page 1 Chris Buchanon 1880 82nd Avenue Suite#203 Right-Suite®Universal 2017 1408 Northland Drive#310 Vero Beach, FL 32966 17.0.04 RS000902 Mendota Heights,MN 55120 Phone:800-810-3280 2016-Aug-19 13:12:08 Phone:952 881-9000 www.webrepswholesale.com anthony @webrepshvac.com 7 Wild Rose Court, Eagan,MN.rup chrisb @sedgwickheating.com N Main Floor 106 cfm 178 cfm 145 cfm Dining Room Owners Suite Great Room i 120 cfm Kitchen 937 cfm Own Bath fm 7 �wdr 962 cfm 2 cfm Hall 19 cfm M Own W MF Stairs 941 cfm EK29 c 1 cf Off CI 1 cfm Mud Room Md Clst Foyer MF Laundry ®40 cfm 107 cfm Office M Wic 54 cfm Job #: Embretson, 907 Wild Rose Cour... WebReps LLC. Scale: 1 :93 Performed by Anthony Aversa for: Page 2 Chris Buchanon 1880 82nd Avenue Suite#203 Right-Suite®Universal 2017 1408 Northland Drive#310 Vero Beach, FL 32966 17.0.04 RS000902 Mendota Heights,MN 55120 Phone: 800-810-3280 2016-Aug-19 13:12:08 Phone:952 881-9000 www.webrepswholesale.com anthony @webrepshvac.com 7 Wild Rose Court, Eagan,MN.rup chrisb @sedgwickheating.com City Inspection Dept.Copy City of Eapn City Forester Copy Applicant/Builder Copy 7 R?_ wgr, ti n Kv (BUILDER, PLEASE READ ATTACHMENTS) Development RovalOaks Lot Number 10 Block Number 1 Address 907 Wild Rose Court Builder Norton Homes Phone Number: 763-559-2991 Contact: John Nielsen Tree Protection Requirements: X Tree Protection Fencing Installed on Site(ir-seleo ttfbe* Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Not Required As Follows: Attachments: X Yes (Refer to att cped�l rge�pt�fF STRY DIVISION No �C//�y /fy��i��JJ r REVIEWED Additional Notes: All existing landsci tVs on}ot excsp for t river biroplumpr to be preserved. DATE HAghove\2016file\treepres\Tree Preservation Plan Royal Oaks Lot 10 Blo 1 Surveyor s Certificate SURVEY FOR :Norton Homes DESCRIBED AS :Lot 10, Block 1, ROYAL OAKS, City of Eagan, Dakota County, L 0 T SQ. FOO TA GE = 15, 480 �� (�tS��VAVON HOUSE SQ. FOOTAGE = 3, 069 HOUSE COVERAGE =19.87 N u7 8'Plne 8'Pine 2n., Plne N 1 /` FND IP? 883. 883. 884.2 esa.s u FND IP Y"'"`" 883.5 SS • X31°E 884.4 8'P1ne B'Plne Fence r _ ` \ m 8'P Spigots -- 9-Plne me m 883.0 883.2 EOF' D&U Easement 882 - (n m ----------------------- > � 1 ( Silt Fence i io N z WI 883.2X I J O \ I 883.2 X I O 883.6 X I c ; In '3 I I I m! __-884 c; 19.00 J I I 885.0 Deck i 3 0 I7'R 8 @63.6 6 = I ' `L ' /�1�4!9�5 883.8 O 884.6 X 884 5 ° $ 8.50 883.9--1884. J - I M I I //"884.7 4.5"PV L _ �^ Proposed 886 _ ambler - W-- 9�p=w wTo / V 888'- _��,__ �-- C 89 8931 _ - 9.00 i 82.3 � oo �so ��_f-€aiiet ing-Home I GF=893.9 I 1 442 0 > 115o� 8 Garbgs- <888.9 Existing Home 1 1 °11.ob 891.5 �` GF=894.3 1 1 892, 92.0 19.08 .83 12.0 10 - Landscape Edg I tA 893,5 8 1.7 m 0, 8 _ 1100 _ 22.00 -2 .DO_ 897 79 893.8 T 91.8 591.5 DIP 1 '- 1 893. -892 -- 883.3 ruce / 1 / O / 1 / L M�le l N-M91.9 03. (� 93.66 Q 9• 890. O S< Fa SS" / C (_ � 891.0 C %, t , 0 �COab1a 0>Rock Const. FNIp�[S�� 1/ �jD Ent. 896.9'' ' J A an '-6 o 89 it � PROPOSED ELEVATIONS BENCHMARK, Top of Foundation = 894.2 Garage Floor = 893.8 TNH b y front west corner Basement Floor = 885.5 Aprox. Sewer Service = Verify Proposed Elev. = MIN. SETBACK REQUIREMENTS Existing Elev. _ Drainage Directions = Front-30 House Side -10 Denotes Offset Stake = • SCALE: 1 Inch a 30 feet Rear- 15 Garage Side-5 JOB NO: � a I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION SCS15038-01 OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED L A N D F 0 R M BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO BOOK: PAGE: From Site to Finish • SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT xl�_1 0.5 south Fifth Ave. DATE ��/166 3. CAD FILE: suite 513 J D. LINDGREN, LAND RVEYOR Mlnneopolie,MN 55401 NNESOTA LICENSE NUMBE 14376 Norton 15 Phone: (612)252-9070 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING)PERMIT APPLICATION PROPERTY LEGAL: L10, DATE OF SURVEY: 4� Z �� LATEST REVISION: Ib m as c cc t v O z Q DOCUMENT STANDARDS ,,f ❑ ❑ • Registered Land Surveyor signature and company ❑ ❑ • Building Permit Applicant �- ❑ p • Legal description erg- 0 ❑ • Address �} ❑ ❑ . North arrow and scale ,� ❑ ❑ • House type (rambler,walkout,split w/o,split entry, lookout, etc.) ❑ 0 • Directional drainage arrows with slope/gradient% ❑ ❑ Proposed/existing sewer and water services& invert elevation �' ❑ 0 Street name /E ❑ ❑ Driveway(grade&width-in R/W and back of curb, 22' max.) ,E' ❑ ❑ Lot Square Footage "J2. 0 0 Lot Coverage ELEVATIONS Existing ' ❑ ❑ Property corners ,0 ❑ 0 Top of curb at the driveway and property line extensions 0 0 Elevations of any existing adjacent homes 0 ❑ Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ Waterways(pond,stream,etc.) Proposed 0 ❑ Garage floor eJ 0 0 Basement floor 0 ❑ • Lowest exposed elevation(walkouMMndow) ❑ 0 • Property corners ,L' 0 ❑ • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ ;0' ❑ • Easement line 0 ;2' 0 • NWL 0 ,0 0 • HWL ❑ 0. ❑ • Pond#designation ❑ 0 • Emergency Overflow Elevation ❑ 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) /' ❑ 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2',porches, etc. (i.e. all structures requiring permanent footings) 0 0 • Show all easements of record and any City utilities within those easements ,,0- 0 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures ,d' 0 ❑ • Retaining wall requirements: Reviewed By: Date , G1FORMSBuilding PermR Application Rev.11-26-04 Surveyor's Certificate SURVEY FOR : Norton Homes DESCRIBED AS :Lot 10, Block 1, ROYAL OAKS, City of Eagan, Dakota County, LOT SQ. FOOTAGE _ 15,480 HOUSE SQ. FOOTAGE = 3,069 HOUSE COVERAGE =19.8% 3:1 Maximum Slopes or Retaining Well Will be Required FND IP. 883. 883 883.5 8"Pine 8"Pine t#ERNSTALL CONTRO '1 m 7 n CD U1 00 w Z 0 0 0 0 884.8 4.5"PV 88 888- -- 890- ' 89 89 T=891.0 B=888.0 Existing Home GF=894.3 Landscape Edge THN 893.66 890.: .c S8•°' •'31"E 4 " 8"Pine 8"Pine '�883.8 663.8 9"Pine 8"Pine Fence N 8"Pine 8"Pine a FND IP 884.2, 864.5 - 884.4 Spigot 0 D&U Easeme EOF� -n 882F5 d 883.2 X 883.2 X 883.6 X iI � (888.ID 7 29-QQ C 883.8 883.8 19.00 17.50 gs, O/ 18.50 o x 884.5 r 19.00 Deck 0 0 J 0 893.8 ---884 _..886- i i 86,e-893.9 f Esc st rlg-H-ome � GF= <888.9 861/45, BM: HUB 891.79 NP -7892`- - - 7 ^ 884.7 12"Spruce FND IP 891.9 Maple X891 7 0/ eliss / PROPOSED ELEVATIONS &7/-.46, Top of Foundation = 894.2 Garage Floor = 893.8 Basement Floor = 885.5 Aprox. Sewer Service = Verify Proposed Elev. _ Existing Elev. Drainage Directions = - Denotes Offset Stake = • _ '• L�1 - Cable O, Rock Const. FND IP 890.9 4j40 Ent. �b 89 .0 SCALE: 1 inch = 30 feet By Date / /. , , '°4 I4.11a -111111 EAGAN ENGLNE EINu L) v '\_ BENCHMARK, TNH by front west corner MIN. SETBACK REQUIREMENTS Front- 30 Rear- 15 House Side -10 Garage Side- 5 • • • • LANDFORM • • From Site to Finish 105 South Fifth Ave. Suite 513 Minneapolis, MN 55401 Phone: (612) 252-9070 • • I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. DATE 9 / 6 _/ 16 J . D. LINDGREN, LAND RVEYOR INNESOTA LICENSE NUMBER'14376 JOB NO: SCSI 5038-01 BOOK: PAGE: CAD FILE: Norton 15 PERMIT City of Eagan Permit Type:Building Permit Number:EA140243 Date Issued:12/05/2016 Permit Category:ePermit Site Address: 907 Wild Rose Ct Lot:10 Block: 1 Addition: Royal Oaks PID:10-64800-01-100 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - Norton Homes Llc 18215 - 45th Ave N Ste D Plymouth MN 55446 Fireside Hearth & Home 2700 Fairview Ave N Roseville MN 55113 (952) 985-6675 Applicant/Permitee: Signature Issued By: Signature 137 - Surveyor 's Certificate SURVEY FOR : Norton Homes 9'07 (Ad r°Se Ct EC `IVE1J DESCRIBED AS :Lot 10, Block 1, ROYAL OAKS, City of Eagan, Dakota County, All6 24 2616 LOT SQ. FOO TA GE = 15, 480 HOUSE SQ. FOOTAGE = 3, 069 HOUSE COVERAGE = 19. 8% 11111111111111. 3.1 l+Pgy.;mum Slopes y 8"Pine 883ne 8"Pine B"Pine iv FND IP >, 8848 8648 w FND IP ',,:i;g will Will 883.5 � � .C�S8•�• 31 El saa_a 10 4,,i , a t4{lii6d - \YY``�� 883.8e B"Pine Fence ,� 883.8 863.8 i* ID Spigot a� �- __ ( 9"Pine 8"Pine w m 863.0 883:2,..,_.....„_. -----------._ o .<EOF' ;_) D&U Easement (As __ , -1 C11 ODI --% • 5 lo 0 0 0 0 0 0 0 0 0 6 --� Silt Fence 10 1 (r1 � . Imo) INSTALL O . I I 883.2 X 883.2 X I Gu Ip 'ERIMETER CONTROL o l �� 883.s J l �\ m c _--884 o rtl I !!1111••• _.I►M 0 O J ' 88'5.0 Deck 10 // 3 IUP * s"alvei ircz883 8 883.8 _88/5•1142 .. s: O 884.8 1 884.5 0 0 N. s�oo • ," 8 50 883.9 884. 'iJ 0/ ITT I /�0\ ^ 884.7 4.5"P" ,___ Proposed / - '/ \�\ 886 7' arrrbler__, / 888__ w,. a___ 9'pcw w/o 9i _ 6--- ?�z, . 890- - __- �`� 8989 --5 9,�'kno-d-k....... s.00 ', 1\'4! 892.3 �- s liiii 1.' exist' -Home T=891.0 I 2D0 0° o ��-�� B=888.0 0 - - i GF=893.9 Y.. oo'\ A 11.so0Ga39� ` <'888.9 Existing Home I ' I I 01io0o 891.5 b . CF=894.3 I I 892.• :92.0 19.08 ,.53 12.0 „ 8A6 - - - Landscape Edge '- I;HUB 89 .5) 8i 1 8°11.571�Op 22.00 ' _2..10 891.796 8938 I -- \ ��91.8 891.5 ND IP I 893. / i 1-g--89'L-_ -- I 893.3ruce / 701 9 / j ti \ / /%�/ N / / / . --� Maple / /n�/ FND IP : -- --/.u. � , "\` // •,. V�/ 891.9 `ai 893.66 ,I • '13:------`59 p�:OI'cf.(N // / C7 ��i 890.; . S rvs Fos i EAGAN 891.0 • D soo e �. REV! � , 0 0Cable II3Y: -e-, 0�Roc k Const. FND 890.IP �4. ` •• EWE!) ss .o By � - I� . .„ DATE: $/'t� �� 0,� Date 6 LM. BUILDING INSPE IONS DIVISION ?' EAGAIu ENGINEERING DEPT. PROPOSED ELEVATIONS BENCHMARK, Top of Foundation = 894,2 Garage Floor = 893,8 TNH by front west corner Basement Floor = 885.5 Aprox. Sewer Service = Verify Proposed Elev. = MIN. SETBACK REQUIREMENTS Existing Elev. = Drainage Directions = - Front- 30 House Side - 10 Denotes Offset Stake = • SCALE: 1 inch = 30 feet Rear- 15 Garage Side-5 JOB NO: • • • • I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION SCS15038-01 OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED L ANDF OR M BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO BOOK: PAGE: From Site to Finish • • SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. • • 105 South Fifth Ave. DATE 8_/23/ 16 ' ,.....__n ,Y-7.,-;,40, CAD FILE: Suite 513 , F" D. LINDGREN, LAND RVEYOR Minneapolis, MN 55401 G i' PO" LICENSE NUMBE 14376 Norton 15 Phone: (612) 252-9070 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA140853 Date Issued:01/26/2017 Permit Category:ePermit Site Address: 907 Wild Rose Ct Lot:10 Block: 1 Addition: Royal Oaks PID:10-64800-01-100 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). 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 - Norton Homes Llc 18215 - 45th Ave N Ste D Plymouth MN 55446 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature 4C(i1 ( C L!U Use BLUE or BLACK Ink , (� For Office Use 'r Q C!tyofaall R "CVE; Permit#:3830 Pit Knob Road Permit Fee: d Eagan MN 55122 j!!! 1 7 2017 7-,17''C-7 Phone:(651)675-5675 Date Received: Fax:(651)675-5694 Staff: L 2017 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: :/ L -1- I I Site Address: 6 tli /a /C,�is - (Y(IT1 Tenant: Suite#: Resident/Owner Name:AI(, /`-hV1 -NZ'� I Phone: Address/City/Zip: Name:-Se LL�►1'V�k-- ' .2-&L t i License#: IJ/ t / ]� j f A , ° , J� q,," Contractor Address: l`-/"u 0 Ifni Cif l i�Vl(Lvut_ '� �1 t g/U City: �'V!l�,iurri'.- t1JL ).iiia J State: ) il,fJ Zip: vj S I Phone: S(}(� � t i t u p} Contact:! 1 t�iV-iii I ca Email: '1 U ut, C i uttJ1 kI-1, ti ri, . U J� ew Replacement Additional Alteration Demolition Type of Work Description of work:Pik v 2_ ifitt 1;J (AIS Lt vt.}-3 1\fL 1A r't- `t V ID (:)._,I,../ w NOTE:Roof-mounted and kground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods RESIDENTIAL COMMERCIAL • Furnace New Construction _Interior Improvement Permit Type —Air Conditioner _Install Piping —Processed Air Exchanger _Gas _Exterior HVAC Unit Heat Pump _Under/Above ground Tank ( Install/_Remove) Other ! ! RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge / $100.00 Residential New,includes State Surcharge =$ till t TOTAL FEE COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal,includes State Surcharge =$ Permit Fee =$ Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X 1 iitki, V no, ,1 ill t____ App icant' Printed Name Ap icant's ignatu4`e FOR OFFICE USE Required Inspections Reviewed By: Date Underground Rough In Air Test Gas Service Test In-floor.Heat F Final -HVAC-Screening, . 14 Use BLUE or BLACK ink " For Office Use (L/'I II- City of Eaton Permit it '' // 3830 Pilot Knob Road Permit Fee: 3 4 - 3 Eagan MN 55122 Date Received: Phone:(651)675-5675 1j buiidinoinspectionstdicitvofeaoan.com Staff: `- 2017 RESIDENTIAL BUILDING PERMIT APPLICATION c Date: 11—8' (7 Site Address: !0 L W'a go s.e c74- Unit#: Name: L tt u.L 1.4'l /+C f'Sc i Phone: ' ��l Resident! CI ` / ,, �f ter► Owner Address/City I Zip:/ S7 G✓dCn+ I�'^ace` QCGtt�( 3�`7/�3 Applicant is: ✓Owner Contractor Type of Work Description of work: 5 PG f N LK td/p,tf?cizcitf le f L 'J jicv, Construction Cost: /id/2.dO Multi-Family Building:(Yes /No 'flyer CompanyA) /", t 'f Con=ct: r (310/ Contractor Address:' City: /, 1i State:Plrf Zip: Pho -?63 55'_ .• Email: Yt i .14 , / License it: Pe 31?-2f Lead Corti #: I . 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: {1/4Phone: 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 may be classified as nonpublic 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 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 utiliities. www.cooherstateonecali.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 perm that the work will be in accordance with the approved plan in the case of work which requires a review and approval f plans. /� r C71e-r21�_ �Vv \Oy e-;Sf3 11 �_ Applicant's Printed Applicant's 4attire Page 1 of 3 . . L C1-- Q‘)7 DO NOT WRITE BELOW THIS UNE /4- .7 <-. / : SUB TYPES Foundation _ Fireplace _ Porch(3-Season) i 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 T Demolish Foundation Replace Repair ^ Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation JO i Occupancy 46,,,, Dams System Plan Review I Code Edition ,A, A, ik SAC Units (25%_.100%1+) Zoning City Water Census Code Stories Boaster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction y'/1„J Width REQUIRED INSPECTIONS� Footings(New Building) Meter Size: Footings(Deck) Final/C.O.Required Footings(Addition) Final I No C.O.Required Foundation Foundation Before Backfill HVAC Y Gas Service Test Gas Line Air Test 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 I, Retaining Wall: `f Footings 4.Backfill 4 Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In Final — Braced Walls Erosion Contr.I — Shower Pan } - Other: IA a Aad ..4 16ketyx-p1/44- Reviewed By: /c V ,Building Inspector 6,,ode.. RESIDENTIAL FEES Base :::: e PI ' hi" r Plan Review I D11C4 MCES SAC ik City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 . q07 idli 1 --i _ct CI - 1 c. /Vb---7,c2--e- Surveyor's Certificate SURVEY FOR :Norton Homes DESCRIBED AS :Lot 10, Block 1, ROYAL OAKS, City of Eagan, Dakota County, LOT SQ. FOO TA GE = 15, 480 HOUSE SQ. FOOTAGE = 3,069 HOUSE COVERAGE =19.8% t: Mee BRNe N FND IP+ 80.7. 883. "in° "I 4.FND IP 880. 884-5 sa3s (Q'S8 '31"E + 884.4 _ m t J At 8113.8 Fence 1,Y1.- 883.8 80.7.8 B'Pine Spigot -_ 2 esso 883.2 EOF' - m es3.0 D&U Easement m ©`_A '_, --ril 2,: Water Main , --' 'u 5 Silt Fence io W CI 1 IV OWI I 883.2X 8a3.2X o cn 1\1�� 883.6 X m( /1 L- e---BB,/ 3 i I N 19.00 Biu • . J h a e X886.0 Deck -- 3 O V I!'83�12�21 883.8 883.8 QS�`.. ,6 884.: - ee3.9_ 4:-8 4. O 6sa , X l 884.5' "3‘,-____-9, m :I „ ^884.7 Proposed , 888" j4e,, --liartttler � -74 �-- 8B8' ._.f1•.- .. m___ 9�pcw wTo-J 111,10re � - 890-."-'-"" __-i ,� \a r..... 892.3 Eaciet' me T=891,0 I 'Alia; 0 `fe o ^' 86,, /7/- MYg-FID e=66e.o i F. \ p 11.508 8 (888.9GF=893.9 ...GarageExisting Home I Sitar- 891.5 �. GF=894,3 I .4 892.0 19.08 mea 12.0:` i srig- --- Landscape Edg- I •-I„�; B (o ''w'm ,. • 8•'.5 1 c.1 a 22.00 - _2.19 8gi 798 893 8 r # - L91.8 891.5 1� DIP Spruee I �� // o .• -W92-'----- L---_ rito7ie I/YJ/ • �AOJJ FNO.9P ---- / �.6\• . / '.O/ THN • 893.•6 a�S9. ' 9•'&'\ / 890.. 0.1L►.Je 4\,j , ci, / 891.0 �� �.,:�. 8000 Ay °°2' N / 9(0 ji/ t7��O 'Ro. onst. e DIP O Ent 890.9 �y 89.0 Water Main •V d i San Sewer a PROPOSED ELEVATIONS BENCHMARK, Top of Foundation = 894.2 TNH by front west corner Garage Floor = 893.8 Basement Floor = 885.5 Aprox. Sewer Service = Verify MIN. SETBACK REQUIREMENTS Proposed Elev. _C.) Existing Elev. = Drainage Directions = Front-3o House Side -10 Denotes Offset Stake = • SCALE: 1 Inch = 30 feet Rear- 15 Garage Side-5 JOB NO: • • I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION SCSI 5038-01 OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED LANDF OR M BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO BOOK: PAGE: From Site to Finish • • SHOW IMPROVEMENTS OR ENCROACHMENTS. EXCEPT AS SHOWN. • • 105 South Fifth Ave. DATE 11/16/166 111AN 8• CAD FILE: Suite 513 ]d � D. LINDGREN. LAND RVEYOR Mlnneapolte,MN 55401 'INNESOTA LICENSE NUMB 14376 Norton 15 Phone: (612)252-9070 Kimley>>>Horn November 8;2017 City of Eagan Building Official Re:Review of Retaining Wall at 907 Wild Rose Court Dear Sir: I have reviewed the retaining wall plans and details prepared by Green Leaf Design issued for construction(with Revisions dated 10/16/17)and identified as Sheet[.103. The design details of the Corten steel retaining wall from a structural perspective is sound and represents a safe engineered design for this application. Based on this review,I can make the following statement: "I hereby certify that this plan has been reviewed by me and under my direct supervision and that I am a duly professional engineer under the laws of the State of Minnesota." If you have any questions,please feel free to contact me. I can be reached at pauLdanielson@kimlev-horn.com. Sincerely, KIMLEY-HORN AND ASSOCIATES,INC. 120,gAlf Paul B. Danielson,P.E.(License No.23197) Senior Vice President killI eIL of 1 Z:_�jJ ( 1r; r/F�,i « 1nz�. ��.i�•' Sl '� 1`ili1 1'--r " ' ��/� .8!' ilk 11 I z € 1Ij1` iihi j!!{1 Ii I O W i•!li ` N U co sIll1f111(iF i WW s" < O �° i ilaF{lil! EE I y 0 �: o J i+l[ a±jIjl,,�jfi -i t U W 3 W.T.1 i iiil mil If • CC Q ...: oF!!F[� et:�f ! is _ d 0 W� $ z 3 2Er Ili ®M1 �� pir11 11im ij iiiiliii{fiiiiii1:1 01 IIIlINI ill .111 11111111111111 0 4 �� IIR IR I11111 ' - . . Yc W, U 712 11171111411 [ 111' l` -IMi1Iltli a ,��►\� 9 : I I i til ... .;� 11 4 4 I ii.i.z. F IL-1 ._ -- N a. v . jj -- _ r _�w ,, '' �, / • 1 5i 11 g �'��� 1 81,E ;� FF ■■■■. --� - - � �i � 1lkai' --per - ------ I i3 V II :. " Y I �I Fv i j €tj 1 O !a I I k 8/LO.L .. A 0,4L "Op • k1 ' co r co 0 , 63 6 T._ IP; ; c� — — — — — — — —: _. II ----`r' /� j�' 81/8'- 2'0' i c\ i I 1/8" /3=6 3/8" x 8'-10 1/8" 7'-3" 17'-2 7/8" • City of Evan Address: 907 Wild Rose Ct Permit#: 138395 The following items were/were not completed at the Final Inspection on: /(//3 / ) Complete Incomplete Comments Final grade - 6"from siding AlI 30 T int a c 7- s� Permanent steps – Garage ` f -revq;*-4 1 '° 42 e+00st n LJ t S Permanent steps– Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage �— Porch ✓~ Lower Level Finish Deck Fireplace i/'— rY1p-rt► F Nuel • 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. 7-13 Building Inspector: IY\ / C( �.7 G:\Building Inspections\FORMS\Checklists PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA172690 Date Issued:10/12/2021 Permit Category:ePermit Site Address: 907 Wild Rose Ct Lot:10 Block: 1 Addition: Royal Oaks PID:10-64800-01-100 Use: Description: Sub Type:Residential Work Type:New Description:Garage Heater Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) 210-0754. Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 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 - Gary & Leanne Embretson 11082 Verbena Ln E Scottsdale AZ 85255 (612) 269-7969 Clearwater Plumbing & Heating 19260 Mushtown Rd Prior Lake MN 55372 (952) 440-3779 Applicant/Permitee: Signature Issued By: Signature