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983 Monarch Trcity of Eagan Address: 983 Monarch Tr Zip: 55122 The following items were / were not completed at the Final Inspection on: Final grade - 6" from siding Permit #: 112262 eb 2 ; 20 (4 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: Akic ki1 (cck \vvS G: \Building Inspections \FORMS \Checklists QI 11~~t~a 8,-7370 17 aa(p(p too O~ Use BLUE or BLACK Ink 1~ 2 7 , i For Office Use City of Ea a~ I I Permit t;g Ua i i 3830 Pilot Knob Road Permit Fee: 37• I Eagan MN 55122 1 Date Received: 1 Phone: (651) 675-5675 I Fax: (651) 675-5694 1 I I Staff: I - - Uq ~ 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: -7 SO 13 Site Address: ~~3 ~KOIif NYC ~L L'✓r~ Unit Name: Le ►i Y 1o. Phone: J2 -'l I Resident/ j Owner Address / City / Zip: 5U'I ~`/i6 Applicant is: Owner -X- Contractor Type of Work Description of work: 10 OM, f, rU Cr~OVk Construction Cost: ®i Multi-Family Building: (Yes / No ) Company: Lcv Vl Q r Contact: _ Contractor Address: 3t~"A✓p ~p City: State: iV Zip: - L!~ k `l ~ Phone: J52 License Li Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) _1 icii 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: :351(.P -TVJ t/"C1,"ST Licensed Plumber: C f amt d ev~ M Q~ ~,-iq Ca' Phone: 952 "q q'5_ `l 6q2 ti Mechanical Contractor: Phone: / l / q Sewer & Water Contractor: phone:(p5 ~`l (O - r5 -f NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as norl.publlc if,youprovlde 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. www.aoQherstateonecail 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 Issuance. 1 x MA-H- w4i~, ✓1 Applicant's Printed Name x Applicant !s Signa re Page 1 of 3 DO NOT WRITE BELOW THIS LINE ~~3 ~ SUB- TYPES Foundation _ Fireplace _ Porch (3-Season) Single Family - Garage Storm Damage _ Porch (4-Season) - Multi Deck -Exterior Alteration (Single Family) M 01 of _ Alex - Porch (Screen/Gazebo/Pergola) - Exterior Alteration (Multi) - - Lower Level Pool Accessory Building -Miscellaneous WORK TYPES New - Interior Improvement Addition -Siding _ Demolish Building* - Move Building Reroof - Alteration -Fire Repair Demolish Interior - Replace _ Windows - Demolish Foundation - Repair Retaining Wall -Egress Window -Water Damage *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy Plan Review MCES System _ Code Edition SAC Units (25% 100%_) Zoning Cens1~~s"'~Code City Water _ Stories Booster Pump # of Units Square Feet # of Buildings PRV T Length Fire Sprinklers ype of Construction 4 - Width REQUIRED INSPECTIONS Footings (New Building) ~T Footings (Deck) Meter Size: Footings (Addition) Final / C.O. Required Foundation Final / No C.O. Required Drain Tile HVAC Gas Service Test Gas Line Air Test Roof: -Ice & Water ,-,Final Other: Framing Pool: -Footings -Air/ Tes Final Fireplace: 41 Rough In Air Test Final Siding: _Stucco Lath Stone Lath -Brick Insulation Windows Sheathing Retaining Wall: - Footings _ Backfill Final Sheetrock Radon Control Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES 1 ~✓,~7 Base Fee (t..Y f,°y 3 ~S M e J U Surcharge Plan Review: .t i ✓ / MCES SAC City SAC l f Utility Connection Charge r S&W Permit & Surcharge Treatment Plant ' V Copies J TOTAL Page 2 of 3 0 Co al New Construction Energy Code Compliance Certificate Per N 1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table NI 101.8. Mailing Address or the Dwelling or Dowelling Unit City 983 MONARCH TRAIL EAGAN Name or Residential Contractor MN License Number i THERMAL ENVELOPE Type: Check All That Apply X Passive (No Fait) `o Active (With fan and monometer or g n a other system nroniloring device ) U a o y~ U v a 2 i7q W 0 U c T O VI Vr O O U Insulation Location o c °p U° ~ 6 cBi v d t^° Z w k to oG Other Please Describe Here Below Entire Slab . X Foundation Wall 10 INTERIOR Perimeter of Slab on Grade Rim Joist (Foundation) 10 INTERIOR Rim Joist (Ia0 Floor+) 10 INTERIOR Wall 21 Ceiling, flat 44 Ceiling, vaulted t44-4 Bay Windows or cantilevered areas 21 4-- Describe Bonus room over garage other insulated arras Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (exchedes skylights and one door) U: 0.28 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 X R-value R-8 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mcch, code Fuel Type::. Natural Gas Natural Gas Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH090XP36C . GPVT50. 13ACX-036-230 Describe: Input in 88,000 Capacity in Output in 3 Other, describe: Rating or Size MUS: Gallons: Tons: Heat Loss: Heat Gain:. Location of duct or system: Structure's Calculated 64,083 24,705 AFUE or SEER: 13 Hspr--^io 93 Calculated 28,381 Efficiency 1>< cooling load: Cfin's PLAN 4011 " 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 fumace): Not required per mcch. code Select Type X Passive Heat Recover Ventilator (HRV) Capacity in cfins: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfins: Low: High: Location of duct or system: X Continuous exhausting fan(s) rated capacity in cfins: 2 continous fans on low TOTAL 90CFMS Mechanical Room Location of fan(s), describe: Owners bath, main Bath Cfin's Capacity continuous ventilation rate in cfins: 90 " Insulated Flex Total ventilation (intermittent + continuous) rate in cfins: 465 " metal duct Created by BAM version 052009 PL REVIEW F COMPLIANCE IT 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: Peaked roof with manufactured trusses 24" O.C. 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: •1 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 WA A4 Review Completed (date): 4V roll • 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 dupllcate at the time of application of a mechanical permit for new construction. Additional forms maybe downloaded and printed at: Lsfte dress - 7 ate J 7,77 ctor ::j_ - j _ Completed y~f G -v ss'c~ By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including Basement- finished or unfinished) 3 Total required ventilation Number of bedrooms Continuous ventilation Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm. shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G: ISAFETYUK1Vent-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- R. Exhaust only a G.+s Cuh.fi, Z mac' ery Ventilator) - cfm of unit in low must not exceed continuous venti- Continuous fan rating In cfm lation ratin by more than 100%. Low cfm: High cfm: Continuous fan rating In cfm (capacity must not exceed continuous ventilation rating by more than 100%)d C l~n, Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERWs. Enter the low and high cfm amounts. Low c 1m, 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 c(m.) 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 .J'Pw 6- u c ) X-U & t -,j I ~ zr 50 80 Nt+ F ti d,a. sd 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 dm 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) c -e Directions -Describe the operation of the ventilation system. There should be adequate detail far 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 far 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 'fable 501.3. 1) Other, describe: Location of duct or system ventilation make-up air: Determined from mako-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 or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see 1MC 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 lost line of section D. The make-up air supply must be installed per iMC501.3.2.3. 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 O Column A Column 8 1. a) pressure factor 0.15 0.09 0.06 0.03 (cfm/sf b) conditioned floor area (sf) (including unfinished basements Estimated House infiltration (cfm): Ila x 1b) D 2. Exhaust Capacity a) continuous exhaust-only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); r X 3C~ Y Kitchen hood typically (not applicable if recirculating system or if powered makeup air Is electrically CP (e v 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); f2a+2b+2c+2d) 3. Makeup Air Quantity (cfm) J~ a) total exhaust rapacity (from above) 76p 5 b) estimated house infiltration (from above) Makeup Air Quantity (cfm); (3a -3b) (if value Is negative, no makeup air Is needed 4. For makeup Air Opening Sizing, refer t7 to Table 501.4.2 bQ 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.) 13.- 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. 0. 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 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct di- pliances, or 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 opening 233 - 317 144-195 100 - 135 62 - 83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420 - 539 259 - 332 180 - 230 111-142 10 w/motorized damper Passive opening 540-679 333-419 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct Is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one Inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited In passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. 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 (9 " / roX 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 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. Section F calculations follow on the next 2 pages. i Page 4of6 s Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boller, 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:d l (7C)U 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: k J 3 ft2 LxWxH L W H Step 3: Determine Air Changes per Hour (ACM-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. (00 NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Stu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: W Volume (TRY) 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. 4b. Known Air Infiltration Rate (KAIR) Method (00 NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and powervent appliances Input: SU, QW Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: Z-, .!~_U 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: ft2 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) =RVFA+ RVNDA TRV = + - 5) 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 fens 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= I ~ 3 Z / 3~~'Q R • Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1- . '1Y = 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: SOS DdJ Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = 5_6 orb / 30DO Btu/hr per in2 = /E7. in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x , 3 C in2 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 in. diameter go u one inch In size if using flex duct i If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Page 5 of 6 wrightsofta J Project Summary Job: Lennar4011 Date: July 25, 2013 Entire House By: scottM ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-4454692 For. 952-445-7487 Email: SALES@ELANDERMECHANICAL.COM Project Information For: 41(B) j /2/2) ur^ ~ Notes: Design Information Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -95 OF Outside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 85 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 26 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 42566 Btuh Structure 22086 Btuh Ducts 1249 Btuh Ducts 393 Btuh Central vent (122 cfm) 11108 Btuh Central vent (122 cfm) 1686 Btuh Humidification 9161 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 64083 Btuh Use manufacturer's data y Rate/swing multiplier Infiltration Equipment sensible load r-T11-86tuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1927 Btuh Ducts 180 Btuh Heating Cooling Central vent (122 cfm) 2108 Btuh Area (ftz) 4136 4136 Equipment latent load 4216 Btuh Volume (ft3) 26242 26242 Air changes/hour 0.13 0.07 Equipment total load 283$1~tuh Equiv. AVF (cfm) 57 31 Req. total capacity at 0.70 SHR (2.9/t4on Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090P36C-* Cond 13ACX-036-230''11 AHRI ref 4119046 Coil C33-38* AHRI ref 3470063 Efficiency 93AFUE Efficiency 11.0 EER, 13 5EE Heating input 88000 MBtuh Sensible cooling 2422 Btuh Heating output 83000 Btuh Latent cooling 0 Btuh Temperature rise 67 OF Total cooling 34600 Btuh Actual air flow 1153 cfm Actual air flow 1153 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0,051 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Boldlitalle values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-25 13:00:58 wrightsoft° Right-Suite® universal 2012 12.1.06 RSU13410 Page 1 ,oCCA ...erslscott miliard0esktoplLennar 4011 Eagan.nrp Calc - MJe Front Door faces: N wri9htsoft- Component Constructions Date: July 25, 2013 Job: July 25, Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-445-4892 Fax; 952-445-7487 Email: SALES@ELANDERMECHANICAL.COM Project Information For: D- • 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 (gr/lb) 54.5 26.1 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 ( M } Method Simplified Wet bulb (°F) - 71 Construction quality Ti ht Wind speed (mph) 15.0 7.5 Fireplaces 1 ?Tight) Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Bluh/Al'F ft'-'Flaluh Btuhlft' etuh BWhflP Stuh Walls 12F-Osw: Frm wall, vnl ext, r-21 cav ins, 1/2" gypsum board In( ne 597 0.065 21.0 5.53 3299 0.89 530 fnsh, 2"x6" wood frm se 788 0.065 21.0 5.52 4351 0.89 699 sw 735 0.065 21.0 5.52 4059 0.89 652 nw 709 0.065 21.0 5.52 3917 0.89 629 all 2828 0.065 21.0 5.52 15626 0.89 2509 158-1 Osfc-8: Bg wall, heavy dry or light damp soil, concrete wall, ne 320 0.050 10.0 4.25 1360 0 0 r-10 ins, 8" thk se 368 0.050 10.0 4.25 1564 0 0 nw 368 0.050 10.0 4.25 1564 0 0 all 1056 0.050 10.0 4.25 4488 0 0 Partitions (none) Windows Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated ne 62 0.280 0 23.8 1474 19.3 1193 (SHGC=0.26) Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated se 27 0.280 0 23.8 631 27.3 724 (SHGC=0.29) sw 184 0.280 0 23.8 4374 27.3 5023 nw 105 0.280 0 23.8 2499 21.1 2212 all 315 0.280 0 23.8 7503 25.2 7959 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated sw 82 0.270 0 23.0 1873 30.5 2487 (SHGC=0.33) Doors 11JO: Door, mtl fbrgl type ne 21 0.600 6.3 51.0 1071 14.9 313 Ceilings 16CR-44ad:Attic ceiling, asphalt shingles roof mat, r-44 ceil Ins, 1472 0.022 44.0 1.87 2753 0.84 1242 5/8" gypsum board int fnsh F=loors 20P-38c: Fir floor, frm flr, 12" thkns, carpet flr fnsh, r-5 ext ins, r-38 48 0.030 38.0 2.55 122 0.25 12 cav ins, amb ovr 32 0.030 38.0 2.55 82 0.25 8 all 80 0.030 38.0 2.55 204 0.25 20 2013-Jul-25 13:00:58 C wrightsaft' Right-Suite® Universal 2012 12.1.06 RSU13410 Page 1 ,41M ...erslscott millardkOesktoptlennar 4011 Eagan.rup Cale = MJ8 Front Door faces: N 20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-5 ext ins, r-38 44 0.030 38.0 2.55 112 0.25 11 cav ins, gar ovr 20P-38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r-5 ext ins, r-38 16 0.030 38.0 2.55 41 0.25 4 cav ins, amb ovr 21A-321: Bg floor, heavy dry or light damp soil, W depth 1332 0.020 0 1.70 2264 0 0 2013-Jul-25 13:00:58 ' wrightsoft' Right-Suited Universal 2012 12.1.06 RSU13410 Page 2 ACOi....erslscott millardlDesktoplLennar 4011 Eagan.rup Calc 4 MJ8 Front Door faces: N oE m cr 11 IV q'i lc~ •L' f`~~"s ,a; may, to g# a- r r w r r N r r N M r r r N r r all L L Ca gyq N a~ ~rtt##~. 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E C G F s N U. lL M r N N N M N c w U1 I U p:$. d a a a a m m Qo ca a a a d a ' ~1 -•t C € 0 t0 'N (y [_V t0 M C7i (Q to (U f0 1A {y ti7 ao;~ E 4 ! 0 Q- 4 )'Q z X x X X x X X x K x K 0- CL 43 fiyvr"U Q U co isS M N a `M e~ k~i eat e~ c~+ m en a M M N e1 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: DATE OF SURVEY: -7/3;0 LATEST REVISION: as a~ c ca U O z Q DOCUMENT STANDARDS ❑ 0 • Registered Land Surveyor signature and company ❑ ❑ • Building Permit Applicant 0 0 • Legal description ,PJ 0 0 • Address ❑ 0 • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) 0 ❑ • Directional drainage arrows with slope/gradient % 0 ❑ • Proposed/existing sewer and water services & invert elevation 'z 0 0 • Street name ❑ 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ 0 • Lot Square Footage XT 0 0 • Lot Coverage ELEVATIONS Existing ~f 0 ❑ • Property corners 0 ❑ * Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ . Waterways (pond, stream, etc.) Proposed ❑ 0 • Garage floor ❑ ❑ • Basement floor ❑ 0 • Lowest exposed elevation (walkout/window) 0 0 • Property corners ❑ 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ 0 • Easement line 0 ❑ • NWL ❑ ,d 0 • HWL ❑ ❑ • Pond # designation 0 X 0 • Emergency Overflow Elevation 0 Z 0 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 0 0 • Lot lines/Bearings & dimensions 0 ❑ • 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) 0 ❑ • Show all easements of record and any City utilities within those easements ❑ 0 • Setbacks of proposed structure and si rd setback of adjacent existing structures 0 0 • Retaining wall requirements: Reviewed By: Date 8 3 _ G1FORMS/Building Permit Application Rev. 11-26-04 Lot 4, Block 2, STONEHAVEN 4TH ADDITION lIdo &Q according to the recorded plat thereof Dakota County, Minnesota Address: 983 Monarch Trail, Eagan, Minnesota House Model: 4011 Elevation: B3 Bench Mark: Buyer: Inventory Top Nut Hydrant Lots 1-2 Blk 2 Elev.=896.16 19.27 °58,381'W 3:1 Maximum slopes 95 S83 6p . N > (881.6) - - - or Retaining Wall Will Be Required _.___A 5'E ° 6 a0 i-_-~ (888.7 (o,oeezpet 00 / / 1 5 Scale: 1" _ '20 .0gTRot 1 ~ $ 5~ / ~ lr1 R,METEt~ CIO 1 5 \ \ X 1 \ 1 m -P ~ 6.1~ 'N 11.9 \ a , 885.2) \ X 1 J \ \ 1 86•6 p0 8 N a~ - 1 Proposed 1 rn z 00 (.A 0 O~ o 1 \ 1 k\ -K cp ` \o 0 up to~ N 6' \ 10 0 GoC°ge \ P 1 it 893.4) (N cs \ No ~511'~ 01211 N Co h w 8`.9 0- N O NN 2261 w ~PoBc g50 Benchmark: 0 0- V. 10 00, o o o top of spike o `8gq,8~ ° ;o5c,`sg!} A~ 1 elevation =892.80 01 WN + 1 W ~ 81 /I \ 1~ ORO EwPO 111, `8g3. 1 1 61 \ 1 UA Lot area = 9946 sf o (gg1.3) House area = 2027 sf i \ , 1 1 Porch area = 153 sf Benchmark: Sidewalk area = 27 sf top of spike 11 Driveway area = 952 sf elevation =892.82 P' 1 Impervious Coverage =31.8 % X 000.00 Denotes existing elevation 1 1 ( 000.00) Denotes proposed elevation 81 1 1 Z 1 1 Denotes drainage flow direction :e, A Denotes spike 0 4 0 Lowest allowable floor elevation 886,4 %4- House elevations (Proposed) / As-built Lowest Floor Elevation :(887.1) Top Of Foundation Elev. :(895.1) 1 Garage Slab Elev. @ Door :(894.8) G\ A pNP Construction Notes: / 1. Install rock construction entrance. • 'IED 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. ; G 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. j EAGAN ENGINEERING DEPT General Notes: 1. Grading plan by Pioneer Engineering last dated 8/3/13 was used to determine proposed elevations shown herein. We hereby certify to Lennar Corporation that this survey, plan or 2. This survey does not purport to show improvements or report was prepared by me or under my direct supervision and encroachments, except as shown, as surveyed by me or under my that I am a duly licensed Land Surveyor under the laws of the direct supervision. State of Minnesota, dated 07/02/13. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: Pioneer Engineering, P.A. 4. 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. BY: 5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor those shown on the recorded plat. Minnesota License No. 42299 6. Bearings shown are based on an assumed datum. email-phawkinson@pioneereng.com Revisions: PIONEERengineering 1 i.)7-03-13 Stake House Certificate of Survey for: CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Lennar Corporation Ph.: (651) 681-1914 16305 36th Ave N Ste #600 2422 Enterprise Drive Fax: (651) 681-9488 Project # : 112330016 Plymouth, MN 55446-4270 Mendota Heights, MN 55120 www.pioneereng.com Folder 7386 Drawn by: kks Phone: (952) 249-3000 / Fax: (952) 404-1909 k . �Ise�t�l,��or BL.AC}C!nk 1 ForOffice:�se� � 1 � i; ! �� j Rerrr►i��;" �� E ��� ������� i F�ermit Fee; �G-��. � 3830 Pitt�t K�ob Road j . I Eagan�N 5512� � Dat�Received. �" � Ph#ne:(6s't)67�-�75 t t ��t�c:j�1)fi'7`5-569�€ �•`-�`� � .. .W . � �t�: �: ,,,..�_.... _�_�...._,,.._-.� ��'�� �t�4� R�S►1QE�TlA�, SU�L��NC�i A�R�tT APPL1�/�T1t�►N ��� � -�;1 €�ate:�-�,�S�.s� �'�► SitetAddress: '��'" r� ��t�� �.�t.� Unit#; ---�� ��'1 '�� �� �` Name: .�t��.� � �»��m. ����''tts�`"�'" Ph�ne: Ft��d+�� � � f ���` �;�K��' �ictdress r ci�r I z�p: "� ,�r-��. �.t�... .�,� t`"t�-rr ':�►�'"��' . � �, Applicant is; Qvuner �►'"�C�tractar :. �� �- ' E3�scrip#ian af u�rk: ��� . ��+P+�+�f�i+�rk>` �: � ' �Co�structi�n ficast���ae�c� Multi-�aniily 8uitc#in��{1'es J Plv�,_..) �� �'�, . � _ _ � rP �y�'� ' ,ayryF f "; � �:.... � R++�"" �'�ti..w��� �C3i1k3Lil� �(9►il'� '�„" �,x�.7r!'E�C^��. ` i s a (,�`4Ct'1 ^d1't _ fi AddreS,: ""�`'"��� ' �`� �, �.V�1'��J'� Cl#�(; ��t`���'':a�'-�` �r�i��a�tor ;. ��k St�#e;�� zi�''����.�"'�. �� '�1�•L".�t.:•���maii; ..�1�����Sut�.:�, .,-��" �� E � � � .;�� �;, ��' l.icense�:,�,� .L��-"�'��� te�ad C�arbificate#: i`�,�,,..� ��, !f the praject is e�cerrtpt frdm��ad�rti�c�tivn,please e�1�i�wh�y:`{see F�g��"�or a�d�t`sonai inforrrtat�on) t�-�� ��.rsy�'Y�J,�.a�� - �tm�� '�u��..'�` � +�,�„ ;�, ""�r��,- `„� �C3�PLE1'l�T�ltS AREA t3N�'1�i� Ct�t�STRU�TCN+C� A,�tEW�U�LDII�Ca 1n the last 12 incm#3�s,ha�s t�e G�ty tr�E��ar�1ssu�ct�perm�t fc>r a simi�r ptan ba�eci on a master ptat�?'' Yes ,__„i�tr� If yes,date ancl address of rr�aster piar�. L.ic�»sed Plumtiser: Pltorre: ' I Mechanical Cssntractor. f�hcrr�:: S�wer&Water�r�tractor:, Phcu�e: ,��7i"�.��'t��k��#1FAt�l���� R��t��''��'�,t??t�t�':���t�,�t ��7 ���`+E�a �1 �' ' �ha i�t'��rtr������'�1�s��'�"��c�����+��`S�u pr�r� �r�� � ��r���� �t��c��r�`� � r� ���; � � � � , ' ,a r�. , , ..�� ;-�i . .:,�-¢�i '' �.� ..����..������.�� z�,m..�tiiJ"t�'a�k"`� �a ,s�. � ' , .,:? haa°'$�,.a'nk;�t U>�- '�� ,";;C; ° ' CALL$�F�F�E Yflll DIGi. CaIJ Gop�ter S#��s7ne Ca11 at;(654)4�4.i3t�02 for prtstection against und�rgmus�d utiu`ty datr�ag�. Call�s hou� b�fare you intend Eo dig ta r`eces've fc�cates af underground crii�ti�: �. tE.t�' i h�tay ac�Cnc�edge fhaf thfs in�rma#icxa is camplete ar�l aCCUrate;it�at'the work�iN be in c�€a�nanc�w�itt the ardinanc�s asui c�ties af the Cify of Eagart;tMai C unclerstarrc!this is r�t a permi#, but cu�ly�n applica�n for a p�a�m#,and work is nut ta start wiYttout a perrrEi#; �at#te wrork witl be`rn accc}rdanc:e vvith the aDA�ov�cf p}�t irt#tt�:case pf wrortc whic:h rsq�ises a"neuiew and,�ppmval o€plans: Erc#eriarrKOrk authur',zed tsy a huil+t�r�g per�slt issued Tn acco�dancs�rii#�#�xe RAirn�osota Stats Bu#Iding Code�nust b�completard vrit�n 98€t daya of psrmit issuance: X �..�;eatx �.• t'�e��rtd� x Applicatst`a Prin#e�i Name Appit+ca�#` Sigttature F'agE 14#3� l �5� {V�v:-� �:�,-���, ��� j�. �tt) N�JT WRETE ��E.CIW THI�L.1�1E � 1���-� �� � � �SUB 7YP^E� Fourtda3ion F�r�p[ace t�ir+ch�3-Season} E�eter'�ar Aifi�r�ti��r�(�tn�le��mmily} � singre Family ____ carage � �arcts{�-Seeassest��. � ��eri��`Alterat�c�n(M�ulti> �Rc�lti � i�ck Pt�tc3�(Scr�Gaz�tPe�1a} � M�lara�au�- � �1 csf�,,,Riex: i„tsv�er Lejre! �,,. Parsi Acc Su�tding wORK'�`Y�ES 'I�r w ��e c G.0 - �t�lew � lnterio�r tmprosre�:nt �;, Sid�ng �,,,,. �m+�[ish Buitd��g" Aslditaan N[�ve Buiid`en� _ Remc�f L"�mc�ist�fref�r[�r � Aiterakicrn � Fire R�patr Wind�v�rs ,�„ �er��lish�oundat#on � Replace 1�epair � �gress VVtrniow � W�#er Ct�m�e Retain[rrg Y11all; *L3emcl�ton af er�ti�buitding-gtve p�A hancbut tc ap�riic.atst I?ESCRtF'Tt�N Yaluatic�n ���T� C.lc�upanc�y ���r MC�S�yst�m Plan Re�riew` C�de Editibn Oa��C- SAC UniCS< (25°�,,,..,�'140°l0,;�,�} �oning 1�I Ciitjt�'Yater Gensus Cat�e �tc�rie� Bt�c�,ster Purnp #af lJ�t#�Gs Sq�ar��eet, ' �►�t�f #o#Bt�ildings #.�ngth �ire aupprer�ian Requir�ti Type t�f Gonstru�tian _�„�.� W idth ,��.UtR��1{�:t"�CTIONS �ooi�ngs(t�e�r Bu3lding} l�Ceter Size: � Foot��gs(t}eck) �ir�a1!G.O.Req�€€red Fa�tings(Addition� � �i�a1 l Na C.O.R�yuirec! Fc�undation HVAC,_,�,G�s S�rvice 7"�;�i Gas l.ine Air T�st Roro�.,�,Ict�&Ultater �F�nat Pc�vt:,_,,,Fr3trt��g� AirlC�as Te�ts ,r;�,,,Fir�a! � Framin+� �rain Tile Fireplace:____R�ugh 1n ,�ir Te�t ,,�,_,,Finat S�+d[ng:,,,�Stt�cco Lath ,_,�„Stone Lath ,,,��rick In��tlati€�n 1M�nda�vs St��a#rir�g Retair�ing Watl:,,,,,,�For�t+ngs,___Sack�ilt_�'inai Shee#rock �adon Cor�ttnl Fir�Wa#Is Eros3an+Gont�l Bcacet!WaNs t�ther. �+G�vl vt��'-' Rsviewed�y. �� ,Buildi��lnspectnr R�SlUE1�TIA1.F��� �ase��e ��� ��� �urcharge / Pl�n Rev�edv , �O .� ,L' ,;. ��� . #I�CES 3A+C. /. C�ty SA� � � �� � �� _ Uttl3fi�r Connecti�an Char�e S�W F�errnit&�urchar�e U() ^ ��������� �33� � � l �� ' c����� �I ,So`-�C�,/ sc���� : Pag�2 0#3 �' Lot 4, Block 2, STONEHAVEN 4TH ADDITION �' , according to the recorded plat thereof Dakota County, Minnesota �,�.-�� � � ` Address: 983 Monarch Trail, Eagan, Minnesota House Model: 4011 Elevation: B3 Bench Mark: Buyer: Inventory Top Nut Hydrant Lots 1-2 Blk 2 Elev.=896.16 �9_2'� '38"�N � � � �,�,�, .��A�n �''�:��� � S83°58 ° ,�, 9 �� �� 6p. � �a (ss�._ �----->r- t►� .;°�:;, ,� a:x��'�'����l�ldyl4 N _- — P �� �n�;� ���.?�'��� __..�J ,,� 0 _ 6°�� �� � Nrp ,�,c,�y (888.7 °�a p��� � � _ E.O.F. Oose�e L Pe`/ i � / 1 5 Scale: 1�� 2� � � � m � \ � � 1 �i � � `x °,�X '� �fi15TA��' � ���`���1� � � $$3 5� — , �R1�E'�'� � � � �/ � `� •, � 5 � �� x � No \ � 1 � \ ��0 1 \ o,� 1 �� � � � � �: � � \ � `�� 9 �^ �� � `a86,�) N �1.�, � � (885.2) �P� \ X , ' �' ' � J �� x \ ,�,�'� ;- .-'" ,, 1 .� � �, a86'6 � q.0•�� ,-�' � � � •w Z �� �o � -��� ,,--� ''' e 1 N a'�' - � �- roPos a 1 .P 00 `J /' c�',� P�N°/��'S F.e w�� 6, 1 o c � CPCPj O Q i Y � 1 �D . U �� 0� � :-,, � � �B$$ �� � �`° ' � ' 1 lZ �- � � \� -' '� 1 ..� � �''' ^ � � �° �� ��'� \\\� � � 1�oo �°�oge �`�, °' � � 1 "N 4 N �\ �'cr \ N �' �1��'oo m � �. (893. ) N � � � / W � �21� �r 8`�' �� � o o �� \ o ,� � �o� o��� w �9 �\ NN 26� m �P 95� . Benchmark: °� �co o, \�� � \�N 10 O�N� 2 �;, '' N � �` top o f spi ke o- � �� `� , `gg�.8� $ �0•50-<BgA�.�� ` elevation =892.80 � w N k -' �� W �`�°� �� 1 b\ ,--'"�� � X 1 � r� `a9 9 1 .k j � �� ��'� PRpPO�A� `\ 3� � _ � ,,`$95$� /; � �\ . o��vE � �� .O � \ 6�y, � � � Lot area = 9946 sf � � �, , ' � � �ag�,3) -� ____'` House area = 2027 sf � �o � � � ° •� �- i � � Porch area = 153 sf Benchmark: � \ � °'�� �i Sidewalk area = 27 sf top of spike � � � ��' � i Driveway area = 952 sf elevation =892.82 � � m�W � Impervious Coverage =31.8 % o o , � � X 000.00 Denotes existing elevation � � � � � ( 000.00 ) Denotes proposed elevation 8\ '—+ 1 � � � 'v,p 1 1 Denotes drainage flow direction `�92' � � � Denotes spike / � `r ��� 1 .��� ° 2 —� � N'� ,0� 0 -�� � - i ,� D 6 � _ �__— _ ,�--- �o Lowest allowable floor elevation : 886.4 Q.%Q'— / ��,a �{ House elevations (Proposed,� / As-built �,.—I'sy (�j�' , / � —� � � �—>� � � � 1 I Lowest Floor Elevation :(887.1) � - � � Top Of Foundation Elev. :(895.1� � ��� �/ � '�-�Rp,T�—! � � g c � i ���� c�� � �CN ' Gara e Slab Elev. @ Door � 894•8 �'�� �°�������� � � � ��,T�`�'�"�� —N P� 'i \!1^Y O � �"4i fY v�ii■� �j�j ri'led�' ` � /� N� i / '�� ., . . � Construction Notes: � � 1. Instail rock construction entrance. �a � • � '� �� 2. Install silt fence as needed for erosion controL " Q• � ''° 3. Sidewalks shaii drain away from house a minimum of 1.0%. ' . '� � � � a ., . / $y f 4. Contractor must verify driveway design. •',/- j '—"""' 5. Confractor must verify service elevotion prior to construction. , � � % Q�ii;, �/���� - 6. Add or remove foundation ledge as required. • / - % EAGAN F.T(GWEERING DEPT� General Notes ° '% i 1. Grading plan by Pioneer Engineering last dated 8/3/13 was used to determine proposed elevations shown herein. We hereby certify to Lennar Corporation that this survey, plan or 2. This survey does not purport to show improvements or report was prepared by me or under my direct supervision and encroachments, except as shown, as surveyed by me or under my that I am o duly licensed Land Surveyor under the laws of the direct supervision. State of Minnesota, dated 07/02/13. 3. Proposed buiiding dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: Pioneer Engineering, P.A. 4. No specific soils investigation has been performed on this lot by the � surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor those shown on the recorded plat. Minnesota License No. 42299 6. Bearings shown are based on an assumed datum. emaii-phawkinson�pioneereng.com � - Revisions: � � 1.)7-03-13 Stakc House ' PI�NEERen ineerin Certlficate of Survey for: � � Lennar Corporation CNfLENGINEEP.S L/�NDPLANNCR$ LANDSURVCYORS LANDSCAPEARCI-IITECT$ - Ph.:(651)681-1914 16305 36th Ave N Ste#600 2422 Enterprise Drivc Fax:(651)681-9488 Plymouth,MN 55446-4270 Mendota Heiehts,MN SS I?0 www. ioneeren .com 1'roject#: 112330016 E p � Foldcr#: 7386 Drawn by: kks Phone:(952)249-3000/Fax:(952)404-1909 .;...,,.,�,,:---- r--=------