Loading...
964 Maple Trail CtQ3 �7 9� St_ l i 4 L 1 b3 o8s-- — 10D, City of Eaall it< iReco Date: 3830 Pilot Knob Road Eagan MN 55122 FEB Phone: (651) 675-5675 Fax: (651) 675-5694 <� 103O i Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 10-1Z_ 201111RESIDENTIAL BUILDING PERMIT APPLICATION t /�i/-Site Address: / (� C Unit #: J Name: 1 eNMA-n, Co/i. PhonelPsi�) Address / City / Zip: /4.1' Ar. -44 #1 4/0 Sec i 4 600 /�• A�l�y er' - Applicant is: Owner u Contractor Zo"t / Z 6)64_7 (/ Vc.-1 -2-ivo Description of work: L iur/ t too., / / • r rrL P fes, Construction Cost: 7 / Multi -Family Building: (Yes / Nok ) Company:444,A./L 6/I Contac Ay IAV/tsf.,#� Address: ?J / 7 5,40 .v Amid 44 City: & O. AO")v State: OS A/ Zip: frfaj Phone: 44/02- f W -41,7,r- /Y/3 41 %f - /Y/3 License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) 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? ZYes No If yes, date and address of master plan: (AAA 4c h /�/►�v� Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: If I 1 Phone: fff 7 r YO:02- ID If Phone: LTi/ 6 —,- CALL BEFORE YOU DIG. Call Gopher State One Call at (851) 454-0002 for protection against underground utility damage Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.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 1 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 /r7 1 tNoAce,1J1.. Applicant's Name Appl cant's Sig l'` re Page 1 of 3 7 SUB TYPES Foundation Fireplace Single Family Multi 01 of Piex Accessory Building WORK TYPES ., New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review Type of Construction V I rb REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water Final X Framing 1 Fireplace: ,,Rough In Air Test Insulation Sheathing Sheetrock Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies Garage Deck Lower Level (25 % 100 %__) Census Code #of Units # of Buildings 86.1 * c- - Interior Improvement Move Building Fire Repair Repair TOTAL DO NOT WRITE BELOW THIS LINE Porch (3 -Season) Porch (4- Season) Porch (Screen/Gazebo /Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Final /'! and pri g 61Ahlitrt Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous _ Siding — Demolish Building* _ Reroof Demolish interior _ Windows Demolish Foundation Egress Window Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: / Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: __Footings __Air /Gas Tests Final Siding: _Stucco Lath _Stone Lath . Brick Windows Retaining Wall: _ Footings _ Backfill Final yG Radon Control Erosion Control Building Inspector /63 6 t /QF aft X3 1 'I Vs-0 ,7 &) 81766 i ft - q2 X 90.21T- © f6 1 (473 x 9v, 73 = 12�, 39�,�q � • Y 00) 1 7 © xis, 0p 7,�s (� ci 7 X 3 x,, o 1() � �3 i Page 2 of 3 Per NI 101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shaft be completed by the builder and shall list information and values of components listed in Table N 1 101.8. Date Certl ate Pos n 9 7o i s Mailing Address of the Dwelling or Drilling Unit 964 MAPLE TRAIL COURT City t o. C a A3A.I Name of Residential Contractor LENNAR MN :idle THERMAL ENVELOPE Insulation Location Total R -Value of all Types of Insulation Type: Check All at Apply X Passive (No Fan) 'Non or Not Applicable l Fiberglass, Blown snag •ssoiatamd Foam, Closed Cell Foam Open CeII Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, Isocynurate Active (With fan and rnonometer or other system monitoring device) Other Please Describe Here Below Entire Slab X Foundation Wall 10 INTERIOR Perimeter of Slab on Grade X _ .. Rim Joist (Foundation) 10 INTERIOR Rim Joist (1 Floor+) 10 INTERIOR 1 Wall 21 Ceiling, flat : .. 44 Ceiling, vaulted 44 Bay Windows or cantilevered areas 38 21 10 ; 5 . Bonus room over garage X _ Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U- Factor (exchtdes skylights and one door) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 X R -value R -8 MECHANICAL SYSTEMS l I Make -up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural Gas . Natural Gas Electric ' Passive Manufacturer Lennox AO Smith Lennox Powered Model ML193UH090P48C : GPVH5ON 13ACX -042 -230 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 88,000 Capacity in Gallons: I $0 Output in Tons: 3,5 Other, describe: Structure's Calculated Heat Loss: 81,046 ' Heat Gain: 31,664 ' Location of duct or system: E Efficiency AFUE or HSPFina 93 SEER: 13 "Wed 1 c ooling loa 38 Cfm's PLAN 6007 " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back -up fumace): Select Type " metal duct Combustion Air Select a Type Not required per mech. code X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Loca ion of duct or system: Mechanical Room X Continuous exhausting fan(s) rated capacity in cfms: 3 continous fans on low TOTAL 90CFMS Location of fan(s), describe: Owners bath, Main Bath , J&J Bath Cfm's Capacity continuous ventilation rate in Cfms: 90 6" Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 465 " metal duct New Construction Energy Code Compliance Certificate Created by BAM version 052009 PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE Submitter: Lennar 16305 36th Ave. No. Suite 600 Plymouth, MN 55446 952 - 249 -3000 Noise Impact Area Airport - MSP International Noise Zone - 4 New Infill Residence is a "COND" use in Noise Zone 4 Plan Reviewed: &c&1 E. 144 V l■.C. Information Submitted: Annotated architectural drawings including: Windows: Atrium Swinging Patio Doors: Atrium Entry Doors: Therma Tru Skylights: N/A Compliance with STC Requirements: With this window /wall area ratio and STC 40 walls, windows with an STC 30 can be used to meet the noise reduction requirements; Average window /wall area for exterior wall: Summary: Other measures including duct bends and caulking are being taken to ensure minimum transmission of noise through the exterior building shell so that the construction should meet the compatibility guidelines. Therefore, the materials and construction as proposed should meet the requirements of the Eagan aircraft noise ordinance. Review Completed (date): % NZ • )0 Review Completed by: Tom Tamte Compliance with Procedures to Ensure Adequate Noise Attenuation: Exterior wall construction: LP Smart Board 15/32" sheathing Tyvek wrap 2x6 studs 16" O.C. R -21 batt insulation with 1/2" gypsum board Roof Construction: Peaked roof with manufactured trusses 24" O.C. Roof vents Shingles 15# felt 1/2" sheathing Blown insulation R-44 5/8" gypsum board Mechanical Ventilation System: 3 -ton central air conditioning unit Window, Door Frame, Perimeter and Other Seals: All window and door openings are to be caulked with butyl -based caulk Fireplace Chimney Cap: Built -in flue damper, chimney cap, glass enclosed Ventilation Duct Exterior Wall Penetrations: All exterior ducts will have bends as required by the ordinance Door and Window Construction: Windows: Atrium (30 STC) Sliding Patio Doors: Atrium (30 STC) Entry Doors: Therma Tru (29 STC) Skylights: N/A Other Exterior Wall Penetrations: Sill sealer between plates and blocks Table N1104.2 Total and Continuous Ventilation Rates (in cfm) �J ` ` /� �r T g!S Number of Bedrooms l d e 0 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ 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 Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including Basement — finished or unfinished) Number of bedrooms �J ` ` /� �r T g!S Total required ventilation Continuous ventilation l d e 0 / Q Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City oftsi 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: itti Site address Contractor Date 0 -9" ZOO ? 5r A / e G -Jer r / edts✓Ji Completed By Se nT T Section A Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11 -1. The table and equation are below. Equation 11 -1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one -hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation -A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous rate average for each one -hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:ISAFETYIJK1Vent- makeup -comb air submittal (2).docx Page 1 of 6 Ventilation Method (Choose either balanced or exhaust only) Ventilation Fan Schedule Description gl Exhaust only f C04 /ow Continuous fan rating in cfm Location Continuous Intermittent ., /� 3 0 Ob t:41. ah /� /4r� 36 eo 4,4 h -1 - 3-,7 - ,dal% 3 2 eo Ventilation Method (Choose either balanced or exhaust only) R Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- — cfm of unit in low must not exceed continuous venti- more than 100 %. gl Exhaust only f C04 /ow Continuous fan rating in cfm ery Ventilator) lation rating by Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100 %) A 90 CA -. Section B Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and Intermittent ventilation) Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and Inspectors to verify design and Installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, Indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. if it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures' installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section E Make -up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make - up air: Determined from make - up air opening table ICfm I Size and type (round, rectangular, flex or rigid) (NR means not required} Page 2of6 Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAiR method for calculations) One or multiple power vent or direct vent ap- plrances or no combus- tion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherical- ly vented gas or oil appliances or solid fuel appliances Column D 1. aj pressure factor (cfm /sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (Including unfinished basements) /f i Estimated House Infiltration (cfm): [la xlb] (7c 2. Exhaust Capacity a) continuous exhaust -only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) D b} clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) r g h 3 ct) t� i 0 d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a +2b +2c +2d) I / /� 5 — 7 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) � � S b) estimated house infiltration (from above) 6 75 Makeup Air Quantity (cfm); [3a — 3b] (if value is negative, no makeup air is needed) /k , I - 4. For makeup Air Opening Sizing, refer to Table 501.4.2 n , , v 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 IMC501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make -up air supply must be installed per lMC 501.3.2.3. 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 in- duded.) 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, Page 3 of 6 Combustion air One or multiple power vent, direct vent ap- pliances, or no combus- tion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil ap- pllance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil ap- pliances or solid fuel appliances Column 0 Duct di- ameter Passive opening 1 -36 1 -22 1 -15 1 -9 3 Passive opening 37 -66 23 -41 16 -28 10 -17 4 Passive opening 67 -109 42 -66 29 -46 18 -28 5 Passive opening 110 -163 67 -100 47 -69 29 -42 6 Passive opening 164 -232 101 -143 70 -99 43 -61 7 Passive opening 233 -317 144 -195 100 -135 62 -83 8 Passive opening w /motorized damper 318 -419 196 -258 136 -179 84 -110 9 Passive opening w /motorized damper 420 -539 259 -332 180 -230 111 -142 10 Passive opening w /motorized damper 540 -679 333 -419 231 -290 143 -179 11 Powered makeup air >679 >419 >290 >179 NA Combustion air Not required per mechanical code (No atmospheric or power vented appliances) 1 Passive (see IFGC Appendix E, Worksheet E -1) 1 Size and type ' 60 / 7' 'x Other, describe: Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. 8. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited In passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Section F calculations follow on the next 2 pages. Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 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- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Page 4 of 6 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 Direct Vent input: Btu /hr or Power Vent Water Heater: _ Draft Hood -Fan Assisted _ Direct Vent Input: y 6i1 0 Btu /hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 4 fa 3 L. 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) 4a. Standard Method Total Btu /hr input of all combustion appliances input: Btu/hr Use Standard Method column in Table E -1 to find Total Required TRV: ft Volume (TRV) if CAS Volume (from Step 2)1s greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIA)5€S , 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: 3, f)d d ft Required Volume Fan Assisted (RVFA) Total Btu /hr input of all Natural draft appliances Input: Btu /hr Use Natural draft Appliances column In Table E -1 to find RVNFA: ft Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = 3, 4 TRV ft 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 = li(3 2- / 3, 0&I _ . 5 $ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF =1- • S^y = • vs 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: 4 4650 *) Btu /hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu /hr divided by 3000 Btu /hr per in CAOA = 4 era /3000 Btu /hr per in2_ / 3 V in Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multipfled by RF Minimum CAOA = 13 4 3Y x • Yr _ 6. d/ in 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 = 3 . 0 ! In. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures In Section 6304. Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. Page 5 of 6 -- wrightsoft Project Summary Entire House Eiander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952-445-4692 Fax: 952- 445.7487 Project information Outside db Inside db Design TD For: Lennar Builders r- �YOda : 81 ? Notes: �Ui/l�lc 7 , etl'd' "' 4 2 /4 5—be) 3 /3r 47 9X Desi. n Information Winter Design Conditions Heating Summary Weather: Minneapolis/St. Paul, MN, US -15 °F 70 °F 85 °F Job: 6007 Date: September, 28, 2011 By: Scott Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 88 °F 75 °F 13 °F M 50 % 28 gr/lb Sensible Cooling Equipment Load Sizing Structure 59410 Btuh Structure 30063 Btuh Ducts 1635 Btuh Ducts 372 Btuh Central vent (90 cfm) 8164 Btuh Central vent (90 cfm) 1229 Btuh Humidification 11839 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 81048 Btuh Use manufacturer's data Rate /swing multiplier 1.00 Infiltration Equipment sensible load 31664 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 4658 Btuh Ducts 120 Btuh Heating Cooling Central vent (90 cfm) 1692 Btuh Area (ft 4598 4598 Equipment latent load 6470 Btuh Volume (ft 31530 31530 Air changes/hour 0.35 0.35 Equipment total load 38134 Btuh Equiv. AVF (cfm) 184 184 Req. total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090P48C -* Cond 13ACX- 042 - 230 *10 GAMA ID 4119047 Coil C33- 43 * + +TDR ARI ref no. 3230512 Efficiency 93 AFUE Efficiency 10.9 EER, 13 SEER Heating input 88000 Btuh Sensible cooling 29050 Btuh Heating output 83000 Btuh Latent cooling 12450 Btuh Temperature rise 56 °F Total cooling 41500 Btuh Actual air flow 1383 cfm Actual air flow 1383 cfm Air flow factor 0.023 cfm /Btuh Air flow factor 0.045 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- Right - Suite® Universal 8.0.04 RSU13410 2012-Feb-09 11:23:16 ACa■ ... H. Elander\Desktop\Wrightsoft Heat Loss \Lehner 6007 Eagan.rup Cale = MJ8 Front Door faces: Page 1 • - wrightsoftc Component Constructions Entire House Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 56379 Phone: 952- 445.4692 Fax: 952 - 445.7487 Project Information For: Lennar Builders Design Conditions Location: Minneapolis /St. Paul, MN, US Elevation: 837 ft Latitude: 45 °N Outdoor: Dry bulb ( °F) Daily range (°F) Wet bulb (° ) Wind speed (mph) Construction descriptions Walls 12F -Osw: Frm wall, vnl ext, r -21 2 "x6 wood frm Doors 11JO: Door, mtl tbrgl type Heating -15 15.0 Cooling 88 19 (M ) 7.5 cav ins, 112" gypsum board Int fnsh, n e s w all 158.10sfc -8: Bg wall, Tight dry soil, concrete wall, r -10 ins, 8" thk n e Partitions 12F -Osw: Frm wall, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "x6" wood frm Windows Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated (SHGC =0.20) Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated (SHGC =0.29) Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated (SHGC =0.26) Ceilings 16CR -44ad: Attic ceiling, asphalt shingles roof mat, r -44 ceil ins, 5/8" gypsum board int fnsh Or Area U -value Insul R Htg HTM Loss Cig HTM Gain (ta Btuh/Mt'. °F ft - 'F/Btuh BtuhAta Btuh Bluh/fl= Bluh s all n n w w all e s all e n all Indoor: Heating Indoor temperature ( °F) 70 Design TD ( °F) 85 Relative humidity ( %) 50 Moisture difference (gr/Ib) 54.5 Infiltration: Method Simplified Construction quality Tight Fireplaces 1 (i"ight) Job: 6007 Date: September, 28, 2011 By: Scott Cooling 75 13 50 28.5 421 0.065 21.0 5.53 2323 0.90 377 650 0.065 21.0 5.52 3593 0.90 583 570 0.065 21.0 5.52 3149 0.90 511 1151 0.065 21.0 5.52 6361 0.90 1033 2792 0.065 21.0 5.52 15427 0.90 2505 248 0.050 10.0 4.25 1054 0 0 448 0.050 10.0 4.25 1904 0 0 248 0.050 10.0 4.25 1054 0 0 812 0.050 10.0 3.79 3077 0 0 312 0.065 21.0 5.52 1724 0.42 130 15 0.290 0 24.6 370 7.48 112 18 0.290 0 24.6 431 9.18 161 256 0.290 0 24.6 6314 30.8 7880 132 0.290 0 24.6 3265 30.8 4075 406 0.290 0 24.7 10010 29.8 12115 128 0.290 0 24.7 3147 28.0 3570 12 0.290 0 24.6 296 15.8 190 140 0.290 0 24.7 3443 26.9 3760 21 0.600 6.3 51.0 1071 15.0 315 21 0.600 6.3 51.0 1071 15.0 315 42 0.600 6.3 51.0 2142 15.0 630 1752 0.022 44.0 1.87 3276 0.85 1484 w rightsaft- Right•Suite® Universal 8.0.04 RSU13410 2012-Feb-09 11:23:16 ACCk ... H. Elandefineektop \Wrightson Heat Loss\Lennar 6007 Eagan.rup Cale = MJ8 Front Door faces: Page 1 Floors - 20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r -38 43 0.030 38.0 2.55 110 0.26 11 cav ins, amb ovr 20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r-38 187 0.030 38.0 2.55 477 0.26 48 cav Ins, gar ovr 20P -38t: Fir floor, frm fir, 12" thkns, tile fir fnsh, r -5 ext ins, r -38 cav 99 0.030 38.0 2.55 252 0.26 25 Ins, gar ovr 21 A -32t: Bg floor, heavy dry or light damp soil, 8' depth 1423 0.020 0 1.70 2419 0 0 w rig htsoft• Right - Suite® Universal 8.0.04 RSU13410 2012-Feb.09 11:2316 ACCT\ ... H. Elander1Desktop \Wrightsoft Heat Loss\Lennar 6007 Eagan.rup Cal° = MJ8 Front Door laces: Page 2 '0 cnau. (aa.c) s r .0 .0 .E f z cn co o I� o (0 o w I I z 1 1- - — i J I( W � Q '¢ z Z u. :3.z ui LLI jm a 0 .u_ f Z z Q MO QC ' z�1., I z 'o w co 1 z I- _J - Q 1 J 'o >. I o 0<0 (o`_v') h' ' 4 1 .i i ff OW I II V I I I 7 N N N LL CO fiel N N ' V` ti N N x N N N v. C .1- X X X .= x r r X C N N I, N G h n CO W W W W W W W z z z z z z z z r r d' sl r r .-- r- N t e c) 0 Y z a Y T c ( v ¢ a o m w Z Y 2 Z, m m ccO X X N- a 0 co X co CO CO . x co X r co r 0 0 0 0 O 0 Q 0 0 0 0 z z z z z z z z z z O r Q >- uJ N N c fl. co 0 2 p £ a 0 co Fi A U Co o a Q o c u) cn d ce 4 M N N M V (J co C.) co d o CO cj N N N ! -: N N 0 W < fi U 0 U re CD - F a fr a cc „, m i s c` � 3 r v v (� V C% Q Cg ¢¢ O � U C M 4— J h J ci. z¢ 0 0 z _ (0 U C a% I- N a a z ., w cn co D � -J 0 Q ¢ a g F z z a a 0 c.. z x u'i. 4 i w z O z Z J _J z z z z I? �I; CO , ( N r W a x z r x •�.; z z X z x X 0 x 0 (9 tr 2 0 t4 0 U r en C9 ( Q N W _ U c t v i n i % N: O O O O O O O O ¢ O F" 4 O f" O O O O O N N 0 O 6 O 0 0 0 O CV CV ', Z O O r O O O N M X X M N CO X 0 CV CV CV CV d is e CO N n CO N N CO Cn N N N en i Q. } O : C Q N W LL N W LL C r +r S' o o d o 0 0 0 o — a '. .g ' G . CO fO N N tO CO N t O ' GS U c fl iii tl1 co L. _,zs X X X Vi C C`S N N M a a N O O O O C q . X v V t+ U7 CO CO CO <O N 01 CO M Development STONEHAVEN 2 ADDITION Lot Number 12 Block Number 7 Address 964 Maple Trail Court Builder Lennar Homes X backyard area) Replacement Trees: X Attachments: Additional Notes: City Inspection Dept. Copy City Forester Copy Applicant /Builder Copy (BUILDER, PLEASE READ ATTACHMENTS) Phone Number: 612 -490 -0975 Contact: Troy Tree Protection Requirements: Not Required As Follows: X Yes (Refer to attached docume No H: \ghove \2012fiIe \treepres \Tree Preservation Plan Stonehaven 2 Addition Lot 12 Block 7 RECEIVED 44P1 City of Eagan FEB 2 4 2012 Tree Protection Fencing Installed on Site (silt fence along trail in Oak Tree Pruning (Immediately seal wounds during April 1 to. July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: o3_15-`f CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 6819488 - Pioneereng.com Certificate for: LENNAR A EAGAN, MINNESOTA BUYER: JOHNSON /SCHERER MODEL: MONTICELLO ELEVATION: E PEE 7-1/11L 1_`- -°�"ti' CO URT 0 0 o � LOT AREA = 12229 SF HOUSE AREA =2084 SF PORCH AREA =173 SF SIDEWALK AREA =73 SF DRIVEWAY AREA = 823 SF COVERAGE = 25.8% BUILDING COVERAGE =18.5% VACANT (894 a WET of Survey CITY REGIONAL POND\JP -42 NOTE: ADD FOUNDATION LEDGE AS REQUIRED NOTE: SCALE : 1 INCH = 30 FEET 7299 111195007 KTH PIZNEERengineering N ,z&5A NC) •v / \ fsos /40. / \ BENCH MARK: o / � TOP OF SPIKE ` ° / \ \ ELEV.= 905.25 ' -- 64 9 h R�T. o' REVISED: 1/09/12 \ 904.7 (904 <y ' (9 1 2 GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/04/11 WAS USED LOWEST ALLOWABLE FLOOR ELEVATION :900.6 TO DETERMINE 11-15 PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS LOWEST FLOOR ELEVATION TOP OF FOUNDATION ELEV. GARAGE SLAB ELEV. ® DOOR NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABIUTY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM X 900.2 \ _J WETLAND BUFFER _ 1 1 PER GRADING PLAN - WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 12, BLOCK 7, STONEHAVEN 2ND ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT 'SUPERVISION THIS 5TH DAY OF JANUARY, 2012. NOTE: STAKE HOUSE ' %',4 6, 6 g 13 0 On 907.1 900.8 S Oo at 900.8 BY: 0 5 Iv 907.2 ❑. (907.0) BENCH MARK: TOP OF SPIKE ro ELEV.= 908.26 L0 v / M /w " 0 am 899.3) L1J cV 0 08.5 X 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION DENOTES SPIKE 909.8 EXISTING HOUSE z 4� 1 I 900.6 1 1 33.74 896: - - - -! S80 ° 33 1 03 ""W cR ......... 896.0 :(PROPOSED) /ASBUILT (901.1) (909.1) (908.8) SIGNED: //PIQNEER/ ENGINEERING, P.A. Peter J. Hawkinson License No. 42299 76 44 ap 6 ir,/ Ter r From: Sent: Wednesday, February 22, 2012 3:31 PM To: , 'Troy Hendrickson'; Peggy Fleck Cc: Matthew Remund; Terry Zelenka Subject: RE: 964 Maple Trail Ct All, Following a site visit on 2 -12 -12 at this time there are no trees in the house pad area of Lot 12, Block 7, 964 Maple Trail Court (the original plan showed a 18" diameter significant tree on this lot, that was subsequently removed with the grading for Phase 2), and the existing trees now preserved on the pond side of the trail in the back yard area of this lot are protected by the presence of the trail and have a silt fence installed on the house side of the trail. Therefore, there are no present tree preservation issues for this lot. Tree preservation requirements are met and the permit can be issued (concerning tree preservation ordinance issues). Gregg Hove 1 Supervisor of Forestry 1 City of Eagan Maintenance Facility 1 3501 Coachman Point 1 Eagan, MN 55122 1 651 - 675 -5300 1651-675 - 5360 (Fax) .I ghove(cD_cityofeagan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND /OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. From: Troy Hendrickson fmailto :Troy.HendricksonPLennar.coml Sent: Wednesday, February 22, 2012 2:54 PM To: Peggy Fleck Cc: Gregg Hove; Matthew Remund; Terry Zelenka Subject Re: 964 Maple Trail Ct I` am sure why Gregg needs to get involved because there is no trees on this lot. Sent from my iPad On Feb 22, 2012, at 2:43 PM, "Peggy Fleck" <PFleck @cityofeagan.com> wrote: Hello Gregg, We had emailed you and Lennar with the site survey regarding a tree pres. for this lot. We are waiting for the tree pres. in order to release the building permit. Please advise. Peggy Fleck 1 Clerical Tech 1 City of Eagan <M2 City Halti 1 3830 Pilot Knob Rd I Eagan, MN 55122 1 651 -675 -5675 1 651- 675 -5694 (Fax) 1 pfleckOcitvofeaoan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND /OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipi If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 1 Hello Gregg, Thanks, Peg From: Gregg Hove Sent: Wednesday, February 22, 2012 2:40 PM To: Peggy Fleck Subject: RE: 964 Maple Trail Ct I have not been notified by Lennar that the site is ready for inspection, i.e. tree protection fencing installed. FYI, I typically don't perform a site inspection until I get that notification from the builder. Have you heard from them? Gregg Hove I Supervisor of Forestry 1 City of Eagan <M2 Maintenance Facility 1 3501 Coachman Point/Eagan, MN 55122 1 651 -675 -5300 1 651- 675 -5360 (Fax) 1 ahovealcityofeagan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND /OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipi If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. From: Peggy Fleck Sent: Wednesday, February 22, 2012 7:13 AM To: Gregg Hove Subject: 964 Maple Trail Ct 1 was just wondering if you knew the status of a tree preservation for a new home permit application for 964 Maple Trail Ct. I think Amy had emailed you a copy of the site survey and indicated that we needed a tree pres. for this property. Have you heard anything from Lennar? Peggy Fleck 1 Clerical Tech I City of Eagan City Hall 1 3830 Pilot Knob Rd ( Eagan, MN 55122 1 651- 675 -5675 1 651- 675 -5694 (Fax) l pfleckacitvofeaoan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND /OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recip) If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. 2 <M2. U Ya -0 oz < 7 0 ❑ 7 ❑ ❑ ,lr1 0 0 �! 0 0 0 ❑ ❑ ❑ 7 0 0 /6 ❑ ❑ • ❑ ❑ yr ❑ ❑ �r ❑ ❑ �] ❑ ❑ PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION 161 l2 1tI�K / <+ fie 2. ,W P&L/ 0 1 DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • House type (rambler, walkout, split w /o, split entry, lookout, etc.) • Directional drainage arrows with slope /gradient % • Proposed /existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners / 0 0 • Top of curb at the driveway and property line extensions ,(j ❑ ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches _' ❑ ❑ • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor �° ❑ ❑ • Basement floor „eJ ❑ ❑ • Lowest exposed elevation (walkout/window) ,er ❑ ❑ • Property corners ❑ 0 • Front and rear of home at the foundation DATE OF SURVEY: / /9I/- LATEST REVISION: /0 3.0o6/ PONDING AREA (if applicable) r °0 0 • Easement line ❑,d ❑ • NWL ❑ )2' ❑ • HWL X ❑ ❑ • Pond # designation ❑ yJ ❑ • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y N • Conservation Easements DIMENSIONS ~ ,,�� ❑ ❑ • Lot lines /Bearings & dimensions ,B' ❑ ❑ • Right -of -way and street width (to back of curb) 0 0 • 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 9 ❑ ❑ • Setbacks of proposed structure and s' eyard setback of adjacent existing structures ❑ ❑ • Retaining wall requirements: G: /FORMS /Building Permit Application Rev. 11-26-04 By: Date z / /� /Z 26 -04 PlZNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHi1ECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for LENNAR AP EAGAN, MINNESOTA BUYER: JOHNSON /SCHERER MODEL: MONTICELLO ELEVATION: E 905.5 5• 1 "tSseMF ti0 <q 0. 1- T 0 1 7 0 5 5 ' s9 / /906.6 12 X 900.2 i 907.1 / / 900.8 "�S•Q ► 900 4 2 S. 7 4 o F p OS ` � 4' o 8 S Fp : --r\1 S6 •0 9 06.9 • 30 IF 895.1 4.9 ALL • / 4 • • Ire 896.2 Dc 08.5 LOT AREA 12229 SF HOUSE AREA = 2084 SF PORCH AREA =173 SF SIDEWALK AREA =73 SF DRIVEWAY AREA =823 SF COVERAGE = 25.8% BUILDING COVERAGE =18.5% L. VACANT (894 89 7299 111195007 KTH (90 ' ?) BENCH MARK: TOP OF SPIKE ELEV.= 905.25 -- ry . Ir CUAN LNG lYBERING DEPT. CITY REGIONAL POND JP-42 NOTE: ADD FOUNDATION LEDGE AS REQUIRED SCALE : 1 INCH = 30 FEET ED \ \ NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/04/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 12, BLOCK 7, STONEHAVEN 2ND ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY UNDER MY DIRECT SUPERVISION THIS 5TH DAY OF JANUARY, 2012. REVISED: NOTE: 1/09/12 STAKE HOUSE 23 1Il 896.2 WETLAND BUFFER _ __ PER GRADING PLAN HOUSE ELEVATIONS LOWEST FLOOR ELEVATION BY: 0 Ia 895.0 1" 907.2 p�E T i CDU R 10rTL � . rl 7* '4 o •L •o . ❑ (907.0) BENCH MARK: TOP OF SPIKE ELEV.= 908.26 .' / 909.8 EXISTING HOUSE 00.6 899.3) - 33.74 • - -- ° -__ S80 °35'03 "W LOWEST ALLOWABLE FLOOR ELEVATION X 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION - A - DENOTES SPIKE :900.6 :(PROPOSED) /ASBUILT (9011) / TOP OF FOUNDATION ELEV. : (909. / GARAGE SLAB ELEV. ® DOOR : (908.8) / ME OR 1 SIGNED: /fPIANEER ENGINEERING, P.A. Peter J. Hawkinson License No. 42299 PERMIT City of Eagan Permit Type: Plumbing Permit Number: EA104859 •p'n Date Issued: 06/13/2012 C 4 Ol �(j ljjj Permit Category: ePermit Site Address: 964 Maple Trail Ct Lot: 12 Block: 7 Addition: Stonehaven 2nd PID: 10-72701-07-120 Use: Description: Sub Type: e - Water Softener Work Type: New Description: Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments: Bob Sable 5242Quebec Ave N. New Hope, Mn 55428 763-535-4694 Fee Summary: PL - Permit Fee (WS &tor WH) Surcharge -Fixed $55.00 $5.00 0801.4087 9001.2195 Total: 560.00 Contractor: Bob Sable Services 5242 Quebec Ave N New Hope MN 55428 (612) 534-6526 - Applicant - Owner: US Home Corporation 16305 36th Ave N Minneapolis MN 55446 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. Applicant/Permitee: Signature Issued By: Signature r b Use BLUE or BLACK Ink r For Office Use 2 Perm it 1✓ j City of EaEdn . PermitFee: I / 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 i Staff: 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 10 ' oZSr 13 Site Address: -T~. Coy, * Unit Name: /2Phone: Resident/ Owner Address / City / Zip: Applicant is: Owner Contractor Type of Work Description of work: Construction Cost: Multi-Family Building: (Yes / No ) Company: cane I^ Contact: le Contractor Address: 2Lay- u~,- Av,e JQJ City: ~;~k State: M fJ Zip: S_S6TJ7S Phone: 16S 1-;L-4" 31 ZG License R c, 36_7(64 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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.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 st be completed within 180 days of permit issuance. t X ..y-~ G, -1112 re L / x Applicant's Printed Name pplicant's Signatu e Page 1 of 3 q(rq k? Try t DO NOT RITE BELOW THIS LINE SUB TYPES Foundation Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) Multi Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of - Plex Lower Level Pool Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100% Zoning City Water Census Code ,7y Stories - Booster Pump # of Units / Square Feet ~7G PRV # of Buildings ' Length Fire Sprinklers Type of Construction Width 31 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 Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall: Footings Backfill Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector l` 4944 1 6,/ RESIDENTIAL FEE 7lr c~ Base Fee /l e-"df Surcharge Plan Review 76 MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 PI NEERengineeringCIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE CHITE 1 C E ! r_ D 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 6819488 - Pioneereng.com Certificate of Survey for: LENNAR AHOMESRT, EAGAN, MINNESOTA JUL o 8 11G13 BUYER: JOHNSON/SCHERER MODEL:~MONTICELLO ELEVATION: E LOT AREA 12229 SF w7 ~jp 1 APLC O HOUSE AREA = 2084 SF G L .A, PORCH AREA =173 SF / f SIDEWALK AREA =73 SF C, \ of in DRIVEWAY AREA = 823 SF 9 % COVERAGE = 25.89 90s~ 1ry,~ r•'•~~ 1?Pt VN'P BUILDING COVERAGE =18.59 S~&.aL.W ~Yra wvi 1 ~ 908s 6908 , '5' VACANT BENCH MARK: 690 \ i 9072 i TOP OF SPIKE ` ,r -~9~ ELEV.=905.25 6¢ g](907.0) T 9~8¢ 6 BENCH MARK: TOP OF SPIKE /906.6 ry . ` oRRp100 5 aD ~ ELEV.=908.26 689)? e~ ~ry / 8 07. Arch ro o7.s ~iYgsyo i' tan 6908 ~ OIVLry -Cyr ' .96 s h0 r- hip O~Op cF--o-~ 65 Gjry /'S9 84 (~ScF SF~,', o 00.8 A- / 19,909.6 EXISTING 906.9 907.1 HOUSE ^o,• ta.! (894' s 41, x0 00 \ 8949 , (900 soon SO0 I M ~....•.....89$a 900 I N 00.6 F Rq 1 2 x 900.2 , g Z Z J 04 3334 \ .6'.. 696.2 ED Ff 9 S80°35'03"W 1 $96.Y......'.. EApG-AN rr■~irr (JAN LN0 EERiNG DEPT. I WETLAND BU F CITY REGIONAL POND JP-42 1 PER GRADING PLAN - DATE: ~ NOTE: ADD FOUNDATION LEDGE AS REQUIRED ~ . ~ L RI IjL(1(~,J[~--t(y~p C?1AALQ.I]l~/i J'~Q,s (7~VE~F`P~~C61YP!®CE' H(IK~LLWPFII[JIV NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/04/11 WAS USED\` TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL 9Q1.1 LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION / CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR 908.8) HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. X o00.oo DENOTES EXISTING ELEVATION NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM -A- DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 12, BLOCK 7, STONEHAVEN 2ND ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 5TH DAY OF JANUARY 2012. VI : NOTE: SIGNED: PI NEER ENGINEERING, P.A. 1 09 12 STAKE HOUSE SCALE : 1 INCH = 30 FEET BY: 7299 111195007 KTH Peter J. Hawkinson License No. 42299 11////e, H City of Eapi Address: 964 Maple Trail Ct 161 A ( 0. or 0' Zip: 55123 Permit #: 103084 The following items were / were not completed at the Final Inspection on: J<�- Final grade - 6" from siding v Permanent steps — Garage Pats DoT S v pIt Itis.? 49 k$ Permanent steps — Main Entry iv Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck 7 Fireplace 7 • 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. Building Inspector: G:\Building Inspections\FORMS\Checklists