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970 Maple Trail Ct { c7 la'1 0U Use BLUE or BLACK Ink For Office Use I an of ~a Permit I I City 11 3830 Pilot Knob Road G[ . Permit Fee: 7. I Eagan MN 55122 I Phone: (651) 675-5675 ; Date Received: - Fax: (651) 675-5694 1 Staff: GY M I I I I - - - - - - - - - - - - - - J 12 RESIDENTIAL BUILDING PE MIT APPLICATION Date: Site Address: b Unit Name: N/4 ~O Phone: (f° f ~l lQ~ RESIDENT? OWNER Address /City / Zip: Ito sJ'' Applicant is: Owner Contractor TYPE OF WORK Description of work: ~Z'w CDitJS"f~/'!~/arJ Construction Cost: Multi-Family Building: (Yes / No Company: ~t!NN 2 t~o~ Contact: !'~tJaoc+ CONTRACTOR Address: ~`„t✓ dd A94City: _ g Stater Zip: Sj /.fir Phone: 455 42 License I/ Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) i COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the 1 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: t~l Licensed Plumber: Z/~j/~ Phone: Mechanical Contractor: ! 4 Phone: Cr Sewer & Water Contractor: Phon &':1 NOTE: Plans and supporting documents at you submit are considered to be public, Information. Portions of the information may be classified as"non-public _if you Rrovide specific reasons that would permit the City to conclude that the 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. Mww.aopherstateonecall ora 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 Issuances. Applic nt's Pr ted Name x Applicant' gnature Page 1 of 3 q-7c, t DO NOT WRITE BELOW THIS LINE OVDD SUB TYPES - Foundation _ Fireplace _ Porch (3-Season) Single Family _ Garage _ -Storm Damage Porch (4-Season) _ Exterior Alteration (Single Family) - Multi - Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) - 01 of _ Plex Lower Level Pool - Accessory Building - -Miscellaneous WORK TYPES New Interior Improvement _ Sidin Addition g _ Demolish Building* _ Move Building _ Reroof _ Demolish Interior - Alteration - Fire Repair Windows - Replace - -Demolish Foundation - 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 Stories # of Units Booster Pump Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width 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/G sts -Final Framing Siding: _Stucco Lath Stone Lath ck G, Fireplace: Rough In Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES L Base Fee Surcharge Plan Review MCESSAC City SAC Utility Connection Charge '7t 0 S&W Permit Surcharge Treatment Plant Copies tj+ TOTAL , Page 2 of 3 00 New Construction Energy Code Compliance Certificate Per NI 101.8 Building Certificate. A building certificate shall be posted in a pennanently visible Iocation inside Date Ecrtiacate Posted die building. The certificate shall be completed by the builder and shall list information and values of I i components listed in Table NI 101.8. Mailing Address of the Dwelling or DmIling Unit City 970 MAPLE TRAIL COURT EAGAN Name or Residential Contricl1 hiN License Number THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Arm) c g' Active (With fan and nhononreter ar, d o other system nhanitoring elevice . . o a U as v Q 00 m ~i V A° fir, Insulation Location € z° _ i3 K 3 U 61 A p w O ~ 1; tl0 ~ ~ ba W E- A z X 'u. Other Please Describe Hcfe Below Entire Slab X Foundation Wall 10 INTERIOR Perimeter of Slab oii Grade X Rim Joist (Foundation) 10 INTERIOR Rim Joist (ls`Floor+) 10 INTERIOR Wall 21 Ceiling, flak 44 Ceiling, vaulted 44 Bay Windows or cantilevered areas. 38 0 t Bonus room over garage n EE Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (esrlt(des skylights and one door) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 r-s R-value MECHANICAL SYSTEMS Make-up Air Select a 7~w Appliances Heating System Domestic Water Heater Coolie S tern X Not required per mech. code Fuel Type ;.Natura[Gas NatUrai Gas EleCtrlC Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH11OP48C GPVH50N 13ACX=048-236+. Describe: Input in 110,000 Capacity in so Output in 4 Other, describe: Rating or Size BTUS: Gallons: Toils: Heat Loss Heat Gain. Location of duct or system: Structure's Calculated'... 84,935 32,374 AFUE or SEER: 13 HSPF°'a 93 Calculated I I 39178 Efficiency coolie bad: ' Cfm's PLAN 4015 " round duct OR Mechanical Ventilation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech. code Select Type X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: Hi h: Location of duct or system: X Continuous exhausting fan(s) rated capacity in cfms: 3 fans cons low, total 100cfm Mechanical Room Location of fan(s), describe: Owners bath, Main Bath, J&J Bath Cfm's Capacity continuous ventilation rate in cfms: 100 [6" insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 475 " metal duct Created by BAM version 052009 PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE Compliance with Procedures to Ensure Submitter: Noise Impact Area Adequate Noise Attenuation: Lennar Airport - MSP International Exterior wall construction: 16305 36th Ave. No. Noise Zone - 4 LP Smart Board Suite 600 15/32" sheathing Plymouth, MN 55446 New Infill Residence is a "COND" Tyvek wrap 952-249-3000 use in Noise Zone 4 2x6 studs 16" O.C. R-21 batt insulation with 1/2" gypsum board Roof Construction: Plan Reviewed: 4( s/_LLjNo, G✓ALKoeA-r Peaked roof with manufactured trusses 24" O.C. 970 /l7i9Pt~ TXAr~. COuKT Roof vents Shingles Information Submitted: 15# felt Annotated architectural drawings including: 1/2" sheathing Blown insulation R-44 Windows: Atrium 5/8" gypsum board Swinging Patio Doors: Atrium Entry Doors: Therma Tru Mechanical Ventilation System: Skylights: N/A 3-ton central air conditioning unit Compliance with STC Requirements: Window, Door Frame, Perimeter and Other Seals: All window and door openings are to be caulked Average window/wall area for exterior wall: ~.5/ CID with butyl-based caulk With this window/wall area ratio and STC 40 walls, windows Fireplace Chimney Cap: with an STC 30 can be used to meet the noise reduction Built-in flue damper, chimney cap, glass enclosed requirements; Ventilation Duct Exterior Wall Penetrations: Summary: All exterior ducts will have bends as required by the ordinance Other measures including duct bends and caulking are being taken to ensure minimum transmission of noise through the Door and Window Construction: exterior building shell so that the construction should meet Windows: Atrium (30 STC) the compatibility guidelines. Sliding Patio Doors: Atrium (30 STC) Therefore, the materials and construction as proposed should meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC) Skylights: N/A Review Completed (date): - 261 Other Exterior Wall Penetrations: Review Completed by: Tom Tamte Sill sealer between plates and blocks Ventilation., Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City website and at City Hall. The completed form must be submit- ted in duplicate at the time of appiication of a mechanical permit for new construction. Additional forms may be downloaded and printed at: site address 7b ~ l~ r-ar . / Hate Contractor l Completed ZD/ f~/ H r.C / ~C ~ ~ / BY f rJ Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) FNumberof tioned area including shed or unfinished) Total required ventilation cs2pe) ms Continuous ventilation /00 Dir ections - 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 ra`' 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/SO 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 250173000 90/45 1OS/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 160180 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm. shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. GASAFETYWKIVent-makeup-comb air submittal (2).docx Page 1 of 6 Section B Ventilation Method Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only ,,.,y ery Ventilator) - cfm of unit In low must not exceed continuous vents- Continuous fan rating in cfm { latlon rating b more than 100%. -Fo c~ Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) ~GIQt~ Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the law and high cfm amounts. Low c fm airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, If the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent c~- LS-T^..,, e 3 d af< ya v a^ 3 4 C-) ~v 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 c fm 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 detaR 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 Cfm Size and type (round, rectangular, flex or rigid) (NR means not required) 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 orsolid 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 for combustion appliances, see KAiR method for calculations 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 ly vented 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 D Column A Column B 1. a) pressure factor 0'15 0.09 0.06 0.03 (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) j 03 Ca Estimated House Infiltration (dm): [la x 2. Exhaust Capacity x.-. a) continuous exhaust-only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 13S 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable If recirculating system R or if powered makeup air is electrically CJ interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable If recirculating system Not or if powered makeup air Is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm); J ~[2a + 2b +2c+ 2d] 7 5- 3. Makeup Air Quantity (dm) a) total exhaust capacity (from above) `7 7 b) estimated house infiltration (from above) Makeup Air Quantity (cfm); (3a - 3161 tl (if value is negative, no makeup air is (U r J+ t~ needed) L 4. For makeup Air Opening Sizing, refer to Table 501.4.2 , y 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- 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. Page 3 of 6 Malceup 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 no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive openin 233 - 317 144-195 100-135 62 - 83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420 - 539 259 - 332 180 - 230 111-142 10 w/motorized damper Passive opening 540 - 679 333 - 419 -290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: r + , . 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 Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type Other, describe: Explanation - if no atmospheric or power vented appliances are installed, check the appropriate box, not required. if a power vented or atmospherically vented appliance installed, use 1FGCAppendix F, 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. Section F calculations follow on the next 2 pages. Page 4 of 6 Directions - The Minnesota Fuel Gas Cade method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater In the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler. _ Draft Hood _ Fan Assisted Direct Vent Input: atu/hr or Power Vent Water Heater: Draft Hood X Fan Assisted _ Direct Vent Input: r)OU 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: r 'I (,J ft3 LxWxH L W H Step 3: Determine Air Changes per Hour (ACH)l 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 VENTAPPLIANCES) 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) is greater than TRV then no outdoor openings are needed...,... If CA5 Volume (from Step 2) is less than TRV then go to STEP S. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 6Q0 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3, d Ua 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: h3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = 3, a 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 S. 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 = j Y Step 6: Calculate Reduction Factor (RF). /J RF =1 minus Ratio RF =1- 7 9 = 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: U Btu/fir (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per In' CAOA = L 6W / 3000Btu/hr per in' = 13, 33 in' Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA - 13.33 x , Sf - , g In' Step 9: Calculate Combustion Air Opening Diameter (CAOD) n c-- CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 V Minimum CAOA =Oi in. diameter o up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Page 5 of 6 wrightsots Project Summary Job: 4015 Date: JAN 4, 2013 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952.445-4692 Fax: 952-445-7467 Email: SALES 0 ELANDERMECHANICAL.COM Proiect Information For: 1 / U 1 r Io pLe Y ci- ( (_Cy,r+ 3 l~ Notes: +01~ - N)OW SY, q3S o Y7, 55W 7 Design • • Weather: Minneapolis/St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 OF Outside db 88 °F . . Inside db 70 OF Inside db 75. OF " Design TD 85 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 28 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 61197 Btuh Structure 29480 Btuh Ducts 1991 Btuh Ducts 504 Btuh Central vent (100 cfm) 9071 Btuh Central vent (100 cfm) 1366 Btuh Humidification 12676 Btuh Blower 1024 Btuh Piping 0 Btuh Equipment load 84935 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 32374 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 4791 Btuh Ducts 133 Btuh Heating Cooling Central vent (100 cfm) 1880 Btuh Area (ft2) 5068 5068 Equipment latent load 6804 Btuh Volume (ft3) 32748 32748 Air changes/hour 0.35 0.35 Equipment total load 39178 Btuh Equiv. AVF (cfm) 191 191 Req. total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH110P48C-* Cond 13ACX-048-230*10 GAMA ID 4119048 Coil C33-43*++TDR ARI ref no. 3230574 Efficiency 93 AFUE Efficiency 11.0 EER, 13 SEER Heating input 110000 Btuh Sensible cooling 33250 Btuh Heating output 104000 Btuh Latent cooling 14250 Btuh Temperature rise 62 OF Total cooling 47500 Btuh Actual air flow 1583 cfm Actual air flow 1583 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Sold/Italic values have been manually oveMdden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -PW wrigthtsoft- Right-Suite® Universal8.0.04 RSU13410 2013-Jan-11 14:36:40 ACCk H. Elanderwesktoplwrightsoft Heat Loss%Lennar 4015 Eagan.rup Calc = MJ6 Front Door faces: Page 1 Com onent Constructions Job: 4016 wrightsoft~ p Date: JAN AN 4, 2013 Entire House By: Scott M EL.ANDER MECHANICAL, INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 962-445.4692 Fax., 962-445.7487 Email: SALES@ELANDERMECHANICAL.COM Project Information For: Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (grab) 54.5 28.5 Dry bulb (°F) -15 .88 Infiltration: Daily range (°F) - 19 (M) Method Simplified Wet bulb (°F) - 72 Construction quality Ti ht Wind speed (mph) 15.0 7.5 Fireplaces 1 fight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain h= &uWhs °F iF-°Muh Btuh4P Btuh slump Btuh Walls 12F-Osw: Fi m wall, vnl ext, r-21 cav ins, 1/2" gypsum board int Irish, n 755 0.065 21.0 5.52 4172 0.90 677 2"x6" wood frm a 704 0.065 21.0 5.53 3889 0.90 631 s 732 0.065 21.0 5.52 4044 0.90 657 w 1000 0.065 21.0 5.53 5525 0.90 897 all 3191 0.065 21.0 5.52 17631 0.90 2862 158-10sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, n 352 0.050 10.0 4.25 1496 0 0 r-10 ins, 8" thk a 400 0.050 10.0 4.25 1700 0 0 S 352 0.050 10.0 4.25 1496 0 0 all 989 0.050 10.0 3.93 3884 0 0 Partitions (none) Windows 61A: VINYL Insulated Glass Double Hung; NFRC rated n 25 0.290 0 24.7 611 9.18 228 (SHGC=0.29) s 48 0.290 0 24.6 1183 17.2 825 w 209 0.290 0 24.6 5155 30.8 6434 w 74 0.290 0 24.6 1818 30.8 2269 all 356 0.290 0 24.6 8768 27.4 9755 61A: VINYL Insulated Glass Double Hung; NFRC rated a 104 0,290 0 24.6 2568 28.0 2913 b9IlMNY120sulated Glass Double Hung; NFRC rated w 41 0.290 0 24.6 1006 31.7 1293 (SHGC=0.30) w 41 0.290 0 24-6 1006 31.7 1293 all 82 0.290 0 24.6 2011 31.7 2586 Doors 11 JO: Door, and Ibrgl type a 42 0.600 6.3 51.0 2142 15.0 630 Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof mat, r-44 ceii ins, 1868 0.022 44.0 1.87 3493 0.85 1582 5/8" gypsum board int Irish Floors 2017-38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-5 ext ins, r-38 206 0.030 38.0 2.55 525 0.26 53 cav ins, gar ovr ,A 411- wriIahtsoft• Right-SuiteO Universal 8.0.04 RSU13410 2013-Jan-11 14:36:40 ACCP.... H. ElandeADesktop\Wrlghtsott Heat Loss%LSennar 4015 Eagan.rup Calc = MJ8 Front Door tacos: Page 1 20P-38v: Fir floor, frm fir, 12" thkns, vinyl fir Irish, r-5 ext ins, r-38 26 0.030 38.0 2.55 66 0.26 7 cav Ins, gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1636 0.020 0 1.70 2781 0 0 -Pk- wrightscoft- Right-Sulte® Universal 8.0.04 RSU13410 2013-Jan-11 14:36:40 ~+C~ H. Elandee0esktop\Wrighlsolt Heat LosslLennar 4015 Eagan.rup Calc = MJ8 Front Door faces: Page 2 < Doi o o Qtr`, r Al pi m a u, ' U :erg tiT 4 Q' . N :ice I a w Z n N C O y ;d 41, a. O W f-0 a a a U .0 0 IL D a z}2 m U) W m IL o cmi 0 n Q (~pp ti O O Gi N Oi O N S:` f01 F- X X 0 10 X v w x O X N N N X V' X a 'c} N V - {O h 'ti' `6 Ii7 ~(7 N N V~ J j Z r X X m X X r X X X co X r O c Of O tl b r__ 0 VV M mM N v Na hO r v h G I~ h h. N (O 1~ h C N V J J LC) (3: W W W W W W W W W W W W W w w W W W . 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N y y Oc v 3` o d d o m d_ d d oo J d o 0 0 ~itlM[ a d m a V. x x x x x r x x x X X` X c x X a A t~ O, a v g o` o m o ao g o 0 o g a +g o 0 N e,~, M M N N t0 c`n M t7 10 N M N N M m UQU a` U)i a 5 'S City of Eapn City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development STONEHAVEN 2ND ADDITION Lot Number 14 Block Number 7 Address 970 Maple Trail Ct Builder Lennar Homes Phone Number:-612-490-0975 Contact: Troy Hendrickson Tree Protection Requirements: NA Tree Protection Fencing Installed on Site 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: E crA eta ~FORESTRY ` DIVISION' X Yes (Refer to attached docu §Is s No REVIEWED Additional Notes: BY..... DATE ✓ s"-t H:\ghove\2013f1e\treepres\Tree Preservation Plan Stonehaven 2 na Addition Lot 14 Block 7 PI NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHrFECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fan: (651) 681 9488 - Pionee-g- Certificate of Survey for: LENNAR HOMES ADDRESS: 970 MAPLE TRAIL COURT, EAGAN, MN BUYER: NOBLE MODEL: 4015 ELEVATION: F3 n Q"rv _ SOU 9 _ T 9oa2 r' on, mt , N o3 _'_r t 4'12"W (900.5) 90- _ 7821 ho O / M _y4~ V L/ r ,l (sos.e) Ym s I r1 I BENCH MARK: \ ` . L ® X18 1 vTOP OF SPIKE fora ELEV.=9°1.29 _ ,4 a: 9"''y i I /6ly 3 9) S (902 V I QOJ~ 86 a 8.6V 27 O I I (904 O RjOSEp / s VACANT I I 9. S ro. WAy o poi `r .ri BENCH MARK: Y I '03 9' TOP OF SPIKE I I 12.17 a M ' w (904.8) ELEV.=903.79 I ~ m1267 ~ ~ I I o° 5.171, s 2p. 00 18 8 l I / CARAC/ / 2) I I ^ E / 0 9a.s (897.8) I p O VI AOS - / S (O OU l Y8 I 8 4" F SEW ro W p. 1$2 C~/ W n I4 I B. v o Cb 00 I / / v 2to oM Y m 50.0° ? d I I o (896.6) / Z 7 .t 898.91 / I X ~bs v I (8gs 1) ! 18.18 es- Y I If (8984) I I I X895.9 I 51 14 i 3 Y I A~9S, / 00 I h / GRADED (896.3EAy~-MAGf AMO \ l v - PVT PPR E'CATTY 15 a96.z d! \ LOT AREA =12207 SF e9sa 69,.7 ° HOUSE AREA =2288 SF PORCH AREA =152 SF - o (884 SIDEWALK AREA =29 SF - ac 0) DRIVEWAY AREA =899 SF _ , COVEAGE 27 f~ M4.9 moo- B UILDRNG COVERAGE = 20.0 % ....896.0/ . BENCH MARK: 59 TOP NUT HYDRANT LOT 11 BLK 5 e9a.o S72°46, ELEV.=903:23 76.32 LOWEST ALLOWABLE FLOOR ELEVATION :895.4 NOTE: ADD FOUNDATION LEDGE AS REQUIRED - HOUSE ELEVATIONS :(PROPOSED)/ASBUILT NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/6/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. LOWEST FLOOR ELEVATION :(897.1) / NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. . (905.1) / 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. GARAGE SLAB ELEV. @ DOOR : (904-8) / NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. - A NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM II DENOTES SIGN WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A x 000.00 DENOTES EXISTING ELEVATION SURVEY OF THE BOUNDARIES OF: ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION LOT 14, BLOCK 7, STONEHAVEN 2ND ADDITION DENOTES SPIKE 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 14TH DAY OF DECEMBER, 2012. 8NO : STAKE HOUSE SIGNED: jZNEFR ENGINEERING, P.A. SCALE): 1 INCH = 20 FEET 12/17/12 BY--9 l 111195041 Peter J. Hawkinson License No. 42299 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION ' / PROPERTY LEGAL: L4 S-{ond yeo el Add DATE OF SURVEY: 1Z~7~/Z LATEST REVISION: m c R .c V a O z Q 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.) 'V ❑ ❑ . Directional drainage arrows with slope/gradient % '~e ❑ ❑ . Proposed/existing sewer and water services & invert elevation '4w~- ❑ ❑ • Street name B' ❑ ❑ . Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ ❑ • Lot Square Footage 'X ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ . Property corners ❑ ❑ . Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ~f ❑ ❑ . Adequate footing depth of structures due to adjacent utility trenches ❑ /P~ ❑ . Waterways (pond, stream, etc.) Proposed ❑ ❑ . Garage floor ❑ ❑ . Basement floor ❑ ❑ . Lowest exposed elevation (walkout/window) 'z 11 11 9 Property corners ❑ ❑ . Front and rear of home at the foundation PONDING AREA (if applicable) ❑ / ❑ . Easement line ❑ fz ❑ • NWL ❑ ❑ • HWL ❑ ❑ . Pond # designation ❑ ❑ • Emergency Overflow Elevation ❑ 1,6 ❑ . 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) .e( ❑ ❑ Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ . Show all easements of record and any City utilities within those easements ❑ ❑ . Setbacks of proposed structure and side rd setback of adjacent existing structures ❑ ❑ . Retaining wall requirements: Reviewed By: Date / G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 PIV,NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 .Fax: (651) 681 9488 Pioneereng.com Certificate of Survey for: LENNAR HOMES 3:1 M ning Wi ar IR~~afirting Wall Wig ADDRESS: 970 MAPLE TRAIL COURT, EAGAN, MN Be Requimdd BUYER: NOBLE MODEL: 4015 ELEVATION: F3 cop ~i_, F• , N 40 1 _ '0) C'V_ Mq 4. ~OURr 9002900.9 0. Co (900 5) oo.s 78.21 r' on.vv j ~ _ l~ `po 0 L (905.8) Yo) 5 11' _ /t I BENCH MARK: s '9 TOP OF SPIKE v I'~ ELEV.=901.29 1.8 i so1:4 9~1~i I X 3 9) 8 sg 022) \ In 1 8s P"OPO VACANT ^ 0) I (9044) DRVEW,4 5 0 vv 9.83 0° 10.00 Y f ' Porch 90 N BENCH MARK: TOP OF SPIKE I 72, 1 o e ,n9pz.i (904.8 ELEV.=903.79 a 40 Q ki o 5 1,I 12.6s ~o \ 18 1 / (D L 20 .00 [L1 899.3 8°'9. 1 I i e / 903.8 x(90 Z GARgC l s•2) 906.3 ¢ Z' E V I "OOPOSED c~ W USE o l (0 N L a w W ^ Ym I 8,4„ F e W 0 18.2 QO 10- O 0) I -J 8.65 (D 00 C) M W C1G I --I 7.9= r?~ A A_~E o0 1 Loo a y 5 / o > 0 w.I z d' 1 I (896 per, Z 896:8 896.91 I 6) i I X g9g.`~ ~ _ V I (896.1) ` 18.18 to 898.3 Y i INs%kk (898 4) Or C40 1 X 895.9 {~11~uPM 16 5 / 5~ 3 I 14 Y W95.1 I L t GRADED ON 1 896.3 V J V (8g6 `3) f S£MeNT p D UT \ \ l I ~i v' fR''t,4 r 5 8g82 \ J LOT AREA =12207 SF 961 894.7 ° HOUSE AREA =2288 SF PORCH AREA =152 SF (89 SIDEWALK AREA =29 SF . : 4.q) DRIVEWAY AREA =899 SF ss.o. 894.9 - era" COVERAGE = 27.6% BUILDING COVERAGE = 20.0% 895:9 896.0 959BENCH MARK: TOP NUT HYDRANT LOT 11 BLK 5 896.0 S1 *46, ELEV.=903.23 02 "E 895.9 32 LOWEST ALLOWABLE FLOOR ELEVATION :895.4 NOTE: ADD FOUNDATION LEDGE AS REQUIRED HOUSE ELEVATIONS :(PROPOSED)/ASBUILT NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/6/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. LOWEST FLOOR ELEVATION :(897.1) NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. : (905.1) 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. GARAGE SLAB ELEV. ® DOOR (904.8) / NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. DENOTES SIGN 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 X 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION SURVEY OF THE BOUNDARIES OF: DENOTES DRAINAGE FLOW DIRECTION LOT 14, BLOCK 7, STONEHAVEN 2ND ADDITION DENOTES SPIKE DAKOTA COUNTY, MINNESOTA ~IEWED IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 14TH DAY OF DECEMBER, 2012. REVISED: NOTE: By 12/17/12 STAKE HOUSE SIGNED: PI NEER ENGINEERING, P.A.Oate /h 7 ^ SCALE 1 INCH = 20 FEET BY: EAGAN ENGU4EERINti lats'C. ' v 7299 111195041 Peter J. Hawkinson License No. 42299 L s r r. City of Eap Address: 970 Maple Trail Ct Zip: 55123 Permit 108900 The following items were / were not completed at the Final Inspection on: 1/3 Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage 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 • 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: GABuilding InspectionsTORMS\Checklists �, " � . Use BLUE or BLACK ink � r--------------^-- �� I FOr Office Use � ��, ( r ' � Permit#: I����'� �`i�' Clt� of Ea��� �� � ! G �a I Permit Fee: �•� � 3830 Pilot Knob Road � �^ Eagan MN 55122 �.�--r.�-- 1 � � Date Received:. ?' ���� Phone:(651)675-5675 ��-�"�-� '��"� j � I Fau:(651)675-5694 �A�, 2 � 2Q�� ; StafF � -----------------� 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Date: � �q �J Site Address: 9�� � l� ��Q���7`F � Unit#: Name: �f/lr�'/ f- �is�y �DCef'�?�t1'l5" Phone: �SS/' 3�:�- ��� Residentl Qyyngr Address/City/Zip: ��a ��`�� %��/ ��• � Applicant is: Owner 1�Contractor T�fp@ Of W01`k Description of work: ��i""� Se�aS��r� /�o�^�.�i ������r� �c��� d�c�� t�� �j nc� Construction Cost: y7 � Multi-Family Building:(Yes /No�) Company: � ri�?s�J �J�f�`� ��'� �o. ii'JG, Contact: �/Y�f'J C.,��l�'� Con#ractor Address: �9/3 P%��r� l4v�.S. c;ry: �,,�'l�- State:�� Zip: SSS�/q Phone: �Z-�S-7�I Emai►: C.d�arJf a� U.� �s'I'�s,�'/.co�'!'�. �icense#: �c� si9��o Lead Certificate#: ��'� �!J yb�3 -/ If the project is exempt from lead certification, please explain why: /�E?c.c� /Zorxe j�u;�� � y�r.s a�o 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 p an? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppressio�Contractor: Phone: NOTE:Plans and supporting doceements that you submit are consiater�d to be public infotTna#ian. Portions csf the information may be classif�ed as non public ri you provfde specific reasons#hat arould p�rrnhf the City#fl canclude that t/te are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. CaA 48 hours before you intend to dig to receive locates of underground utilities. www.qooherstateonecall.ora 1 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. E�cterior work authorized by a building permit issued in accordance with the Mlnnesota State Building Code must be completed within 180 days of permit issuance. � x �r'i�r� ���'!�'�c� x �LQ���,a���a� Applicant's Printed Name Applicant's Signature c Page 1 of 3 . - . �`�,-�] ,��Y, ���� �7 - � �.. � . � / �� i � � �� DO NOT WRITE BELOW THIS LINE � �� �i—� SUB 1`YPES � Foundation T Fireplace � Porch(3-Season) , Exterior Alteration(Single Farnily) � Single Family T Garage _ Porch(4-Season) _ Exteriar Alteration(Multi) _ Multi T Deck � Porch(ScreenlGazebo/Pergola) , Miscetianeous T 01 of_Plex _ Lower Leve1 � Pool _ Accessory Building WORK TYPES New Interior Improvement Siding Demolish Buiiding* � Addition _ Move @uilding y Reroof _ D�motish Interior � Alteration � Fire Repair _ Windows T Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage _ Retaining Wall *Demolition qf entire building-give PCA handout to applican# DESCRIPTION Valuation /7�� OcCupancy „��IG -� MCES System Plan Review Code Edition oZo SAC Units '— (25%_100%� Zoning �,c� City Water �-- Cen�us Code �Y,,3�P Stories / Booster Pump �- #of Units � Square�eet a,p� PRV "� #af Buildings � Length /y Fire Suppression Required —" Type of Construction �_ Width �� REQUIRED INSPECTIONS Footings(New Building) Me#er Size: �C Footings(Deck) Final I C.O. Required � Footings(Additian) � Finai/No CA. Required Foundation HVAC Gas Service Test Gas Line Air Test � Roof:�Ice&Water �Finai Pool:TFootings _Air/Gas Tests �Final Framing Drain Tile Fireplace:_Rough In TAir'fest _„Final Siding:_Stucco Lath _Stone Lath _,,,_Brick Insulation Windows Sheathing Retaining Wall:�Foatings_Backfill T,.,Final Sheetrock Radon Control Fire Watls Fire Suppression:_Rough In_,,,,Final � Braced Walls Erosian Control Other: Reviewed By: , Building In�pector RESIDENTIQL FEES � % Base Fee �_� o�.O 3 fj� 3� S.�✓�,�csi�� �o� /� /a. /$i7 Surcharge �„''"�� C� /�r G�"'� r+ 1,5�="''/� L�c� $p '' Plan Review / q/ .�.�'� �r, MCES SAC I� oZ�� City SAC Utility Connection Charge S�W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 � . . J ����,� '. � F'I ����Ren ineerzn ` - . � g ,. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHTTECTS 2422 Enterprise Ihive,Mendota Heights,MN 55120, Phone:(651)681 1.914 Fax:(651)68t 9488-Pioneereng.com , Certificate of Surve for: LENNAR HOMES �'� ��rn"m stop�s y ar��taini�g Wail W�I • ADORESS: 970 MAPLE TRAIL COURT, EAGAN, MN � R��� j ' BUYER: NOBLE MODEL: 4015 ELEVATION: F3 .._.....Wri _.. '._ _ `� + . � 1 . � :�.• - . -` � i- . , ` i ( �. t.� ' A � �(� �j ��. , '6' `~ �"� .0� • • •�•" � "*� `� �C_`�� � �Q`��� �` , . \ � � -�,`, Y o�,� ,_1 :.�,,. ~ k,____ M^• ,` : H� � _ .�G . � ��� M/d `�I�.-.. � O 4 . .,e. � � // �'_�_ ' LE T --_, � �, W ► ----->�-- �� `�'' �, RA�� � `'���,_ � ; . ; -_ �v�►T -_ ��, � soo.2 ��� -. ... � N �- f � ..::. �� � : � �34. 2 ` -��s_r,�"�� � �� ' w �� ; .v .�::�:: �: � � ''' ; ``'--` � " $ �'�,'! ,�.��1�;�,r►�,,�,' q p, --•..� � �� lso ` � �.�-��.�'�' �`H � � I 0,5) oo.s , �8 21 `.`„v`�'-'`1 �o �'� , I � ����� � .� v _ �i� , � (sa5.a) ° Y� � � � — � � �� !"? -- � � ... � � i j� J BENCH MARK: ` ` '� � � � � 'e y i j ` � TOP OF SPIKE '` � ~\� V ���ELEV.=901.29 �� • � :;•,�:•:�::�: �a`�' / . � (g,��,9� �_ ` p �,g�?� ` � ^ :so;:::.. ,� � 3 x $e ,.� � � 1 JF � . .:. � � � '�7�6 p � VA�A�LT, r j � � j '- ` (9�4 41 aR��ti°yAYo 5 0 r v � � � g ro� � � �t� Por�h��y°,8 � � BENCH MARK: �ago I �,TOP dF SPIKE � �2.17 �,.:� w12 '�` {g�48) ti � ��! E�EV.=943.79 .�..•.. s� A � ���������� 9k1 . O. S,J�, � Q/2p.00 �� re.r �-� ��' . � ,, � � � � . �.(Z] �899:3� 89 �I � � 'B � / ` .� �� 903.8 �`9 rw � ... �r t ,� Gq 1 I -�► �2} E"� f � ' �, , Rp a� ¢ ,,�► j . ^ ! _ G / � eos.s H � tX� � �; d: `' _ ;� � Z ��,g� � '� ' _ --� � ph,aP `` '� c �• � F w `�' I �ovSEED ''o , � co � � � W �Y� j 8 4"�p8 w `� 1Q2'� nl 0, a � frtttt�� C> � � ,� 885 / a M G� � C� t., t1� pG F '� ' �-ti �'.9�= ti i� a m �'o � E � d� ... � � ^ ��" SO.°0 �r pG � p •:�,.,., I �B9g a z � Z sgs:8.. 8�.9� I :' /G ��Z� � I � �G �� � � �, ($96 � /�X�� `ig�8 , � sss.s `( I 'sr�t IJrGK � � � , INSt � ,� �$98 4� I � X 895.9 ��M�� � J f ' :, v � � J � i 14 l , Y �95., �, i L „` v" GRAQED � � I � ' � � ..... , vesa.a o � �� ` ; � �8g�3� fA�MfNT.p� n� � � �l �� � R pL,�Try � �.. `_ I 5 Bgea :• � � i o '� LOT AREA =12207 SF .. �� " ' HOUSE AREA =2268 SF . . `.... .......... ... 894.7 ... �� ...............:...........:............_. e� PORCH AREA =152 SF ........... .............��.�.�.•.........�..,.•.�.......�.... o t8g SIdEWALK AREA =29 SF ...... ..................................................... .. ..... . �a..,� ..�.....�.�..�..�....�.�.�.�.�..�..�..�...�.•..�.�.�...�..�..�..�..�..�..�..�.... 4.p) DRfVEWAY AREA =899 SF ._......... ... ......... ._........................ ..... ....... .................. . ..................... ...... ...... .. asa.s ......... F.:•:.�:.•..•... COVERAGE = 27.5% ..... �'s:�. .•..�..-..�..•.�.�.�.�. ...�................ � ���'"�'�:� .... . .. .....�..•. •. •... BUILDING COVERAGE = 20.0� �.��� P:���� �.9�" '. .; ., ....896.0 �^.;;' r k 9 �: :.�--. p BENCH MARK: .. ,......... -. /1����,� • '�$9B0 S�� °° � � � TOP NUT HYDRANT LOT 11 BLK 5 ;�_�� �_.. . � _.,�..._._,�__ �.,��y ELEV.=903.23 f/ 895.9 � . � . . - _ ��/7 �,� _. �__ , ; _ _, ,6'`3.� LOWEST A�LOWABLE FLOOR ELEVATION :895.4 NorE: noo FouN�Amorr �EacE as REouiREo HOUSE ELEYATIQNS :fPRQPOSED�/ASBUIL� NdTE: GRADiNG PLAN BY P10NEER ENGINEERING LAS7 DATED 5/6/it WAS USEO TO DETER�AINE THE PROPOSED ELEVATIONS SHOWN �g7.1 or� n�is cERnFicnTE. �OWEST FLOOR ELEVATION . { ) / NOTE: PROPOSED BUILDING DIMENS19NS SNOWN ARE FOR HORIZONTAL LOCATION OF STRUC7URE5 ON THE LOT ONLY. CONTACT . /gOS.� 6UILOER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. , l � f NOIE: NQ SPEf�RC SOILS INVESTIGATION HAS BEEN PERfORMED ON THIS LOT BY THE SURVEYOR. THE SUITABtLITY OF SOILS TO SUPPORT THE SPECIFlC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. GARAGE SLAB ELEV. '� DOOR : �g��•$� � NOTE: THIS CERTIFlCATE DOES NOT PURPORT TO SHOW EASEA�ENTS OTHER THAN TNOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRAGTOR MUST VERIFY DRIYEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM Q DENOTES SlGN WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION QF A X ��•� DENO7E5 EXISTING ELEVA710N SURVEY OF THE E30UNDARIE5 OF: ( aoo.00 ) QfNOTES PROPOSED ELEVA'��i � DENOTES DRAINAGE FLOW DIRECTION L�T 14, BLOCK 7, STONEHAVEN 2ND ADDITI4N —�`— °E"°TES SP'KE DAKOTA COUNTY, MINNESOTA �� ���� IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED Br ME OR UNDER MY DIRECT SUPERVISION THIS 14TH Da Y OF.DECEMBER, 201.2. $y � � �2 t7 tz ,sTnKE HousE SIGNED: P NEER ENGlNEERWG, P.A.�a� 1 J1,���� —""_"_"""` SCALE : 1 INCH = 20 FEET � EA�qjV ��„�LhFEER1WCi U •n � aY: r�r'Tn 7299 111195041 Peter J. Hawkinsan License No. 42299