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980 Monarch Tr i q q ~a~( ©O i Use BLUE or BLACK Ink 12 For Office Use j Permit t ®q i Clt of Ev afl r J t~Q1~ \00 Y ~ LA f - ' I 3830 Pilot Knob Road J Permit Fee:~- Eagan MN 55122 G 1~ Phone: (651) 675-5675 Date Received: ' Fax; (651) 675-5694 ( 1 i staff: 2013 IAgRESIDENl` UILDING PERMIT APPLICATION e4e .'13 16 Date: Site Address: /11f~y1uj~`~~ I V~cl i I 1. Unit 4 p Resident/ Name: L2y~ll~0.v p~ Phone: q52-- 2y9-~G ~~J Owner Address/ City/ Zip: I co~d~ AV ~j W ^l 55yf~(v Applicant is: Owner -z Contractor Type of Work Description of work: -Akk) , Construction Cost: Multi-Family Building: (Yes /No x ) Company: _ h4f^ 1.011 Contact: 417 Contractor Address: 3 ~9 ~iriha City: _ GQQaK State: Mk Zip: -55123 v Phone: - ~0~2 " 98 779tp License x/13 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: 3 ~ 7- ~GC it1~'I/'et 5~ L, w~ec ~ I tx-leS' f Licensed Plumber: EIQ yirey 44& / AtJW/ k Aa Phone: 952- $ _ ye97 Mechanical Contractor: / Phone: Sewer & Water Contractor: r~kaFen NOTE: Plans and su Phone: 2/t0 3/2 pporting docu s 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 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.aooherctateone a11 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. x Nlaf~ Rewrw>7d Applicant's Printed Name x Applicant's klonatre Page 1 of 3 • ~ DO N OT WRITE BELOW THIS LINE UO SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family _ Garage _ 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 Buildingk 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 10A 4W Occupancy RG -I- MCES System Plan Review Code Edition cry (25% ~00%___) Zoning I 7 SAC Units I DI) City Water Census Code Stories Booster Pump # of Units Square Feet / 3G PRV # of Buildings / Length _i_ Fire Sprinklers -y Type of Construction Width ro REQUIRED IN. 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: ,6Ice & Water Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath ,_GS~ to_ Lath Brick Fireplace: Rough In 41Air Test Final Windows insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES G~i 106? 16 0 .3 Base Fee Surcharge ! 0_..-/ Plan Review G? MCESSAC /04 ti /09G cJG'~ 7g City SAC '=4 ~'~h. /37dOLQL / A4/ OGG s Utility Connection Charge S&W Permit & Surcharge h &,S f ~L ¢y 3 I AG U 63 Treatment Plant J Z r=7 Copies u!" p~J.20 TOTAL 5~rg 301 Page 2 of 3 New Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate. A building cerliftcate shall be posted in a permanently visible location inside ri.CertificatePosted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table NI I01.8. Mailing Address oftbeDwelling or Dwelling Unit City Sinclair 980 MONARCH TRAIL EAGAN Name of Residential Contractor AIN License Number THERMAL ENVELOPE Type: Check All That Apply X Passive (No Fait) w 0 to G Active (Wick fan acrd manometer or I other system monitoring device , a c 3 U - o a y 0. 0 u ? Q a4 0.1 v tJ Insulation Location z U VJ oG L1a E° E a d :1 r F z t° Other Please Describe Here Below Entire Slab . X Foundation Wall INTERIOR Perimeter of Slab on Grade X Rim Joist (Foundation) 10 INTERIOR Rim Joist (Irt Floor-t-).. 10 INTERIOR Wall 21 Ceiling, flat44 Ceiling, vaulted 44 Bay Windows or cantilevered areas 38 5 ' Bonus room over garage X Describe other insulated areas.`. + Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 Not a licable, 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 mech. code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH090XP36C- GPVH50N. 13ACX-036-230 Describe: Input in 88,000 Capacity in Output in 3 Other, describe: Rating or Size BTUS: G thous: Tons: Heat Loss: Heat Gain. Location of duct or system: Structure's Calculated 63,548 23,556. . AFUE or SEER: 13 HsePA 93 Calculated 29,078 Efficiency eO01in load: Cfm's PLAN SINCLAIR ° 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 cfins: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in chins: Low: High; Location of duct or system: X Continuous exhausting fan(s) rated capacity in clips: 2 continous fans on low TOTAL 90CFMS Mechanical Room Location of fan(s), describe: Owners bath, Main Bath 9 fin's Capacity continuous ventilation rate in cfins: 9Q 6" Insulated Flex Total ventilation (intennittent t continuous) rate in cfins: 465 " metal duct Created by BAM version 052009 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 sub ted ' mit- m du 1 ate p is at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at: Site address / 8© !r /D Mc•.e /cy; Date Contractor ~~-Z ,13 Completed By SfU Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including S-~ U Basement - finished or unfinished) / Total required ventilation 00 Number of bedrooms Is- Continuous ventilation C95 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 70/85 185/93 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 195198 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. GASAFMIJMVent-makeup-comb air submittal (2).docx Page 1 of 6 Section B r: Ventilation Method Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only 'p -6„s C:.'.-!-1 ~Or-✓ ery Ventilator) -cfm of unit in low must not exceed continuous venti- continuous fan rating in cfm 9n, lation rating by more than 100%. / X,,, Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) 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 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 rr~~ r, n ~t yd 8d 1l cs-, or4 SQ Q Flo a.,r 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 m 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 fart that is operated a percentage of each hour. Section D Ventilation Controls Describe operation and control of the continuous and Intermittent ventilation) ~ Y Directions -Describe the operation of the ventilation system. There should be adequate detallfor plan reviewers and Inspectors to verify design and Installation compliance. Related trades also need adequate detall far placement of controls and proper operation of the building ventilation. If exhaust fans are usedfor building ventilation, de g scribe 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 F, a 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 1MC501.3.3. 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 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 D Column A Column 8 1. a) pressure factor 0.15 0.09 0.06 0.03 (cfm/sf) b) conditioned floor area (sf) (including 2 S10 t/ unfinished basements) J Estim x 1b] ated House infiltration (cfm): [la /7 cy 2. Exhaust Capacity J.7 a) continuous exhaust-only ventilation 9v 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); s ~x 560 Kitchen hood typically (not applicable if recirculating system yC~ or if powered makeup air is electrically 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); [2a + 2b +2c + 2d] 7 3. Makeup Air Quantity (dm) a) total exhaust capacity (from above) 3160 b) estimated house Infiltration (from S above)/ Makeup Air Quantity (cfm); [3a - 3b] (if value Is negative, no makeup air is N e . needed) v 4. For makeup Air Opening Sizing, refer A to Table 501.4.2 F 0 A. Use this column if there are other than fan-assisted or atmospherically vented gas or all appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) 0. 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 oll 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 8 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 318-419 196-2S8 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 31-290 143- 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) x 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. I fa power vented or atmospherically vented appliance installed, use IFGC Appendix 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. r Page 4 of 6 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, Boiler, and/or water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler. _ Draft Hood _ Fan Assisted Airect Vent input; Btu/hr or Power Vent Water Heater: _ Draft Hood !\Fan Assisted _ Direct Vent Input: _ ! br )o 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: . 0216 W 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 ear 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) Isgreater 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 (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr Input of all fan-assisted and power vent appliances Input: 06-0 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3ZG 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 RVNDA; ft' Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) =RVFA + RVNDA TRV = + - 5t LJOC~ 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 o 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= SAS / &-w) = Y Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1- e - 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: ydi0T=-~ Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per ln2 CAOA = deZ) / 3000 Btu/hr per in' _ 13, -?-3 in2 Step 9: Calculate Minimum CAOA. 6 Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 1 3,33 /Q 4 y 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 , 73 in. diameter go up one Inch in size If using flex duct 11f desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Page 5 of 6 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: d=GFe e Peaked roof with manufactured trusses 24" O.C. Roof vents fY)0NAz(n-E -F-RAXL 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: ~oj ea 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): Other Exterior Wall Penetrations: Review Completed by: Tom Tamte Sill sealer between plates and blocks Job: EAGAN IR wrig Date: htsofta Project Summary Date: March March 6 , 2013 , , 2613 Entire House By: Scott Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952-445-4692 Fax: 952-445-7487 Project Information r~ ~on~..L, /r a; ~ For: Lennar Minnesota Eagan, MN 2 t Notes: I-u,n~ct 9T, ow ag G3, f'1/6 J~/ Design Information Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 °F Outside db 88 OF j/ Inside db 70 OF Inside db 75 OF Design TD 85 OF Design TD 13 OF Daily rangge M Relative humidity 50 % Moisture difference 26 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 44794 Btuh Structure 21128 Btuh Ducts 940 Btuh Ducts 165 Btuh Central vent (90 cfm) 8164 Btuh Central vent (90 cfm) 9239 Btuh Humidification 9649 Btuh Blower 1024 Btuh Piping Equipment load 63546 u Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 23556 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 3917 Btuh Ducts 55 Btuh Heating Cooling Central vent (90 cfm) 1549 Btuh Area (ftz) 3564 3564 Equipment latent load 5521 Btuh Volume (ft') 21080 21080 Air changes/hour 0.35 0.35 Equipment total load 29078 Btuh Equiv. AVF (cfm) 123 123 Req. total capacity at 0.70 SHR Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090P36C * Cond 13ACX-036-230"13 AHRI ref no.4119046 Coil C33-43* AHRI ref no.3660944 Efficiency 93 AFUE Efficiency 11.0 EER, 13 SEER Heating input 88000 Btuh Sensible cooling 24360 Btuh Heating output 83000 Btuh Latent cooling 10440 Btuh Temperature rise 67 OF Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Sold//talk values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Apr-01 08:09:06 " wrilghtsoft' Right-SuiteO Universal 8.0.24 RSUi3410 Pagel tsoft Heat LosslWrightsoft Heat LosMennar Eagan Sindair.rup Calc = MJB Front Door faces: Job: EAGAN SINCLAIR wrightsofts Component Constructions Date: March, 6, 2013 Entire House By: Scott Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952-445-4692 Fax: 952-445-7487 Project Information For: Lennar Minnesota Eagan, MN 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 (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/fl ='F ft'-'F/BWh MOM' Btuh Bluh/ft' 81uh Walls 12F-Osw: Frm wall, vnl ext r-21 v ins, 112" gypsum board int fnsh, n 493 0.065 21.0 5.52 2724 0.89 437 2"x6" wood frm a 377 0.065 21.0 5.52 2082 0.89 334 S 536 0.065 21.0 5.53 2960 0.89 475 W 496 0.065 21.0 5.52 2738 0.89 .440 all 1901 0.065 21.0 5.52 10504 0.89 1687 0sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, n 272 0.050 10.0 4.25 1156 0 0 r-10s, 8" thk a 320 0.050 10.0 4.25 1360 0 0 Cs 272 0.050 10.0 4.25 1156 0 0 w 293 0.050 10.0 3.99 1170 0 0 all 1157 0.050 10.0 4.18 4842 0 0 Partitions 12F-Osw: Frm wall, -21 av ins, 112" gypsum board int fnsh, 2"x6" 177 0.065 21.0 5.52 978 0.41 72 wood frm 108 0.065 21.0 5.52 597 0.91 98 all 285 0.065 21.0 5.52 1575 0.60 170 Windows 61A: VINYL Insulated Glass Double Hung; NFRC rated n 8 0.290 0 24.6 197 9.21 74 (SHGC=0.29 s 58 0.290 0 24.6 1434 17.2 1002 w 160 0.290 0 24.6 3934 30.8 4915 w 27 0.290 0 24.7 663 30.8 829 all 253 0.290 0 24.6 6229 27.0 6819 61A: VINYL Insulated Glass Double Hung; NFRC rated a 34 0.290 0 24.6 842 28.0 95f; (SHG~ C=0.26) + a 50 0.290 0 24.6 1233 28.0 1400 all 84 0.290 0 24.6 2075 28,0 2356 61A: VINYL Insulated Glass Double Hung; NFRC rated w 41 0.290 0 24.6 1006 31.7 1294 (SHG~ C`0.310) Doors 11 JO: Door, mtl fbrgl type a 21 0.600 6.3 51.0 1071 14.9 313 n 21 0.600 6.3 51.0 1071 14.9 313 all 42 0.600 6.3 51.0 2142 14,9 626 II 2013-Apr-01 08:09:06 wrightsoft" Right-Suile® Universal8.0.24 RSU13410 Page 1 ACCA ...tsoft Heat Losstwrightsoft Heat LosstLerlner Eagan Sindair.rup Cale = MA Front Door faces: Ceilings 16CR44ad: Attic ceiling, asphalt shingles roof ma it ins, 1372 0.022 44.0 1.87 2566 0.84 1158 5/8" gypsum board int fnsh Be 72 0.022 44.0 1.87 135 0.84 61 all 1444 0.022 44.0 1.87 2700 0.84 1218 Floors 20P-38c: Fir floor, frm fir, 12" thkns, carpet flr fnsh r-5 ext ins, r-3 - 10 0.030 38.0 2.55 26 0.25 3 cav ins, amb ovr 20P-38c: Flr floor, frm fir, 12" thkns, carpet flr fns r-5 ext ins, r-3 111 0.030 38.0 2.55 283 0.25 28 cav ins, gar ovr 20P-38v: Ar floor, frm fir, 12" thkns, vinyl fir fns r-5 ext ins, r-38 155 0.030 38.0 2.55 395 0.25 39 cav ins, gar ovr 21 A-32t: Bg floor, heavy dry or light damp soil, 8' depot 1096 0,020 0 1.70 1863 0 0 WCI htsoft° 2013-Apo-0108:09:05 9 Right SuiteO Universal 8.0.24 RSU13410 Page 2 j9M ...tsoft Heat Loss%Wrightsoft Heat Lossli-ennar Eagan Sinclair.rup Calc = MJB Front Door faces: M cyl C') tD N w ~ N L .Q CO fl ` :3 , i= I W m I1 L] I N' r r r N r r r M r r N O 12 Z p Cob (D'. C. 0 ° n~ r~ 0 O O a a a v o z Cl) W. CO LL a M a o v~i w¢ F- a V o m aaa to a I J LL m v ao m co (D z co ((D O Y m 00 o V, ° ° x M to to co (D °w N v rN- n 7 7 . r X X X r x x m X ° LL U) N 4D 0 co M v h It r• r T W W W W W W W W W W W W W W V Z Z Z Z Z Z Z Z z z Z Z Z o Q w j w a O O O O 0 0 0 0 0 0 0 0 0 O Q Z Z Z Z Z Z Z Z Z Z Z Z Z CL C) U) NM z a m Q O z C/) L Nr U Q ia) N Z O O ;O vi Z to 1 0) z w a O ¢ vi > O to i v vi H ° aC °c c~a m ~oi~ a s a cn a. U- Z Q V i x C? N uVi C? Q G 19 H O 'S Q c°~ m FW- 0 m Z 0- to to ' W U ai IW- to a' (n U) U) C', tom- (7 CL (.9 V) U F M = ° t7 C7 10- O Q u) N c°+> O co co w U ¢ Q o° U cn O M M Cl) D Q fW } z¢ zo w ct) c7 ¢ N¢ z (L z¢ a a a w a? Q U) 0. w J~- o i 2 z z z LL q r z_w a a;zrxx °COxz0zzzX o Q z O L) U w w is C7 w V E w O w w w u. O I~' I- (A i ~g i Q ~Oy N N N ¢ N N N Q O 4 O O j~ CO D ; ar ! Z ik #k # # # ~k ~k n # QMO Q Z LO Z jZ N N N N O N N N W(D.}J Iw I W ; (0 U) N N to N r N U) M w w w N J v- IL i J o O. x 0 ` C N 0 _O y. N (V LL O N M b rL 4) ,y 3 O d o O J O co d y~ W v O to cm o cn to N ~'ep N Q) Q' X X X X Cl) E V >1 CL Q. w g o o c o oXo o v v v o O 'C 0 M M M i~ to N It r~ lD M M M N v Q v (J) 0) c S LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: C~ DATE OF SURVEY: J LATEST REVISION: d c M s U O z Q DOCUMENT STANDARDS ~[X ❑ ❑ . Registered Land Surveyor signature and company ❑ ❑ • Building Permit Applicant ❑ ❑ • Legal description ❑ ❑ . Address ~P1 ❑ ❑ • 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 B' ❑ ❑ • Street name .1;~- ❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ ❑ • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ . Property corners ❑ ❑ • Top of curb at the driveway and property line extensions -_v ❑ ❑ • 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 ,0' El El o Lowest exposed elevation (walkout/window) ❑ ❑ • Property corners ❑ ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ fd' ❑ • Easement line ❑ ❑ • NWL ❑ / ❑ . HWL ❑ ,2~ ❑ • Pond # designation ❑ / ❑ . Emergency Overflow Elevation ❑ ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y Conservation Easements DIMENSIONS ❑ ❑ Lot lines/Bearings & dimensions ❑ ❑ Right-of-way and street width (to back of curb) ❑ ❑ Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ,Z ❑ ❑ • Show all easements of record and any City utilities within those easements ❑ ❑ • Setbacks of proposed structure and si4pyard setback of adjacent existing structures /I ❑ ❑ . Retaining wall requirements: Reviewed By: Date j G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 t PICNEERengineering LAND SURVEYORS LANDSCAPE ARCHITECTS CIVIL ENGINEERS LAND PLANNERS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES LOT AREA =9565 SF ADDRESS: 980 MONARCH TRAIL, EAGAN, MN HOUSE AREA =1793 SF a °t " BUYER: JANGA MODEL: 4007 ELEVATION: A3 PORCH AREA =55 SF SIDEWALK AREA = 45 SF DRIVEWAY AREA =823 SF Ea i-tiquired COVERAGE =28.3 % i i i i N 00 0 -IDE AND MAINTAIN \ _ _ - - _ A - = o o INLET PROTECTION UNTIL, 6~ RCH TR - ' ~O 00 co FINAL TURF IS ESTABLISH 23.43 - - 0, c,/ w 5.4 00 S84°12' 12" LA 03 p,-400 i ~ v y 0_p7°39 35 W o e 41 ~ ? ~ ~ (889.1 90.0 \ w j 891. BENCH MARK: ❑O r c~ 9.1% I TOP OF SPIKE ELEV.=888.83 \ PROPOSED BENCH MARK: \ 11 DRIVEWAY (892.3) 1228/~o^ (891.0) TOP OF SPIKE \ 1 _ --~---i I m ELEV.=890.94 1 893.2) 00 O) ( 00 ( 1 1 -}4.92 22.00 N 10.50 porch 892.8) i I 2 O P 889.41 N e~a9 CD ao 889.8 M ° 17.50 1 N~ VACANT 1895'4, , \ J U, GARAGE ` I o \ ° I c. 0) \ \ / 1 w 1 o v N \ 10.00 _ i~ \27 I ~~o^ PROPOSED r o \ o \ r HOUSE I N s II N 8'4" F.B. o r- 0-10 N 11 o j 1 0 (891.0) / o o 1~ 40.00 6 00 (892.8) ep 'o ep I ( s - 1 76 e~° X 11 1 to o (892.3) it LON 0% b R ~890.8~ a Z:d X 888.8 4.: d o r 4 MATE. ~7i~~/3 - I 11 O 1 511 WED / O 886.3 6r DZ\\j ~+j .rwrrrr.wrrww~rtr 5 \ - D j 886.4b / / P\NPG SPP R PCP dIc .f~b\ 1/ ME 'o EASE N EAGAN ~NGOF.WNG "G BENCH MARK: 5g,1Z W TOP NUT HYDRANT LOTS 1-2 BLK 2 886 , " _ _ ELEV.=896:16 / <86 ~Z°Ar8 59 ' NOTE: ADD FOUNDATION LEDGE AS REQUIRED / NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 12/04/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. /ga 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 / LOWEST ALLOWABLE FLOOR ELEVATION :884.8 BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. / /1 I I T I T U I L _ I C: HOUSE ELEVATIONS : (PROPOSED)/ASBUILT NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER ~ THAN THOSE SHOWN ON THE RECORDED PLAT. / LOWEST FLOOR ELEVATION 1885.5 / NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. / TOP OF FOUNDATION ELEV. (893.5) NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM GARAGE SLAB ELEV. ® DOOR : (893.2) / WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: x 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION LOT 4, BLOCK 6, STONEHAVEN 4TH ADDITION DENOTES DRAINAGE FLOW DIRECTION 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 8TH DAY OF MARCH 2013. REVISED: NOTE: 3/13/13 STAKE HOUSE SIGNED: PIONEER ENGINEERING, P. A. SCALE : 1 INCH = 20 FEET BY: 7386 112330007 KKS Peter J. Hawkinson License No. 42299 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA118596 Date Issued:11/05/2013 Permit Category:ePermit Site Address: 980 Monarch Tr Lot:4 Block: 6 Addition: Stonehaven 4th PID:10-72703-06-040 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Charles Sundean 8201 Old Central Ave Spring Lake Park, MN 55432 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Us Home Corporation 16305 36th Ave N Ste 600 Minneapolis MN 55446 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature Cityofaall Address: 980 Monarch Trail Zip: 55123 Permit #: 109928 ///a/5 The following items were / were not completed at the Final Inspection on: 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 iL t 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: / VI I LL G:\Building Inspections\FORMS\Checklists Use BLUE or BLACK Ink r ' For Office Use t I l/) I City of Eaaall Permit#: �t Permit Fee: 3830 Pilot Knob Road t ;. f4 '''' Eagan MN 55122 Date Received: 4 J d Phone: (651)675-5675 - /f buildinginspections(a>citvofeagan.com Staff: Y • 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: i S I Site Address: ' d° )i'Iden 1-Lk. 7 r t Unit#: f Name: Phone: Resident/ Owner Address/City/Zip: /X.0 /i5 h1,4---11. 7 r- Applicant is Owner +" Contractor / Type Of Work Description of work: t k, /j t. GL Construction Cost: /0/ GO,C9 Multi Family Building: (Yes /No ✓ ) _' 11 Iry/cC3 iQ��� Company: �,/j� e©yi�ry U� I1fn f Contact: Contractor I Address: //3r/ i ecA-c-- /1,4-1City: h /�r�1 > fi State. ( Zip:Tr-77/3.1 ;�'Phone: /, Vril i"'mail: I II License#:/j L7zs'6 l( Lead Certificate# If the project is exempt from lead certification, please explain why: I . .. __ ___.. . .m...,„_„,__ _ . .. .,,,.., .w. .:. . ...,.,.N, . .., COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 m nths, has the City of Eagan issued a permit for a similar plan based on a master plan? i Yes No If yes, date and address of master plan: Licensed Plumber: Phone: I Mechanical Contractor: Phone: 1 Sewer&Water Contractor: Phone: i Fire Suppression Contractor: Phone: I NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the I information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they i You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.eopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. e: Applicant's Printed Name Applicant's Signature Page 1 of 3 9f0 kQn/J rL- 7, - DO NOT WRITE BELOW THIS LINE it/L/Qq/ Qq/ t. 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 e 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 4 - Occupancy ,119-Z--- 1 MCES System Plan Review Code Edition pi n 2 t:›/S— SAC Units (25%_ 100%y) Zoning ?) City Water Census Code Stories Booster Pump #of Units Square Feet 3 Z PRV _ #of Buildings Length / Fire Suppression Required __ Type of Construction v Width `1 REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final I C.O. Required Footings (Addition) }o Final I No C.O. Required _ Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test _ Roof: _Ice &Water Final Pool:_Footings _Air/Gas Tests _Final t' Framing 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In _Air Test Final Siding: _Stucco Lath Stone Lath Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_ Backfill_ Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: /Dim 1 tt kik , Building Inspector RESIDENTIAL FEES Base Fee / c.1=>z' 5S' . 1' r Surcharge Plan Review MCES SAC City SAC ----� _� Utility Connection Charge S&W Permit& Surchrge Treatment Plant Copies TOTAL Page 2 of 3 /L(`(c PltNEERengineering ' 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 LOT AREA =9565 SF ADDRESS: 980 MONARCH TRAIL, EAGAN, MN HOUSE AREA =1793 SF Z•^I "r,.c.t:.,,,,..•.1 ^!^"aS BUYER: JANGA MODEL: 4007 ELEVATION: A3 PORCH AREA =55 SF G; :. 10 al WILL __-- SIDEWALK AREA =. 45 SF _ _ --- DRIVEWAY AREA =823 SF be i.-iat uIred COVERAGE =28.3 % r i ----- `� i ‘\ q g t \f—- \� 'allo a - IRO-VIDE AND MAINTAIN ,�-,% _ _-TR 1� - \ _ -- A -_ _ o CO INLET PROTECTION UNTIE.. ` -,\ _ _-\-MSN Cu.._-R - — — '_ CO FINAL TURF IS ESTABLISHED a' , 43 23. "�0,a/ ` _>-- 53,48 S84°t 2'12"W - .11 6` , . :.. 4'07 1 \ w Gr e' '\ \. 0° ..°.' Vill-- l o . • 4• �/891.2 I___ • U) .• • 11 -- I of BENCH MARK: D] �, 9.1X r TOP OF SPIKE �,-- ELEV.=888.83 lip' +'LA 1 V' DRo osED i" BENCH MARK: ` (892.3) 12_E8 • (891.0) TOPOFSPIKE 1 \ _ 893.2) ___ -_X_--r 2 ELEV.=890.94 co O) `. 14.92 00 N 50 �.00 (892.8)1 tO ��--9 '/70/ i8i7/5o 2L. 1O. J porch. I • CN ie, / VACANT 1 o 0 co N `\ 10.00 _ - - - �' \` 1: 7 ^ pROPOSED i J a \ii '� o \ Ir s HOUSE N tido \ I., 8'4" F.B. -c-,„ 0�o ` i X A (691.0)‘ co0 ‘ i\ 40.00 m °' \ eP 47. � � 6 pJ\\ _ o \ '-� 1u 76 b3i (892.8) ` In 1 i It0o \.. (892. U) 0i II n .. e �89o.8) W' ' D eCk z P":' �'° E X 888.8 g BY: .! if7r 4 i DATE: �//t /3 ._ �, -P'. I BUILDING :' <.: , ;: IONS DIVIS. I 0 I51 s..., t . ' 614/0 r , - I P .1‘. , -WED „tot,.,, ,, ...... ---- __ Bags By I.. �,-. i — — sor S PER p�P8$6.4UM fiJ--/�`� 5 \ E NO 010./1.4 '�/�' OERPSEM,EN LAGAN ENGINEERING OEM BENCH MARK: 56 AS TOP NUT HYDRANT LOTS 1-2 BLK 2 0363 $994 —'_, ELEV.=896.16 / (86�`� S l2o4$ -�"' NOTE: ADD FOUNDATION LEDGE AS REQUIRED / �"-• ) NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 12/04/11 WAS USED 4/ . TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. .......01 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: NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT LOWEST ALLOWABLE FLOOR ELEVATION :884.8 BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. / r1 I I T T I n '7 \../L) I L.v I C: HOUSE ELEVATIONS :cPROPOSED)/ASBUILT NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. / LOWEST FLOOR ELEVATION : (885.5) . / NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. / TOP OF FOUNDATION ELEV. ; (893.5) / NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM GARAGE SLAB ELEV. ® DOOR : (893.2) / WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: x 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION LOT 4, BLOCK 6, STONEHAVEN 4TH ADDITION DENOTES DRAINAGE FLOW DIRECTION DAKOTA COUNTY, MINNESOTA DENOTES SPIKE IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 8TH DAY OF MARCH, 2013. REVISED: NOTE: SIGNED: P ONEER ENGINEERING, P.A. 3/13/13 STAKE HOUSE D �j / J SCALE : 1 INCH = 20 FEET Ir 1 /