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980 Maple Trail Ct 1✓ 00 oi_ Use BLUE or BLACK Ink CJ For _Office Use City of Eap CJ _ 113 cc~~ 1 Permit Fee: I 3830 Pilot Knob Road ~p Eagan MN 55122 Date Received: 19 -13 Phone: (651) 675-5675 Fax: (651) 675-5694 1 Staff~(1rY1 I -________________J 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 2 cl IS Site Address: '490 1 Co V-+ A'Plf Tva' I r1 unit Name: ~h~0.Y l.C/Y pr Phone: 15,7- 2y9-- c3G Resident/ ~~f/ Owner Address / City / Zip: ..to AVE. Al -P&W®I IA , MAI 5504- Applicant is: Owner Contractor Type of Work Description of work: /Jew No -hy1t&'g6, rge ed Construction Cos- #t: 21J& Multi-Family Building: (Yes ! No Company: _ Lzinku N (.o~ . Contact: 04117'~_ KewteliG'f Contractor Address:-3 79 ?rl P +A City: I %.J State: M/J IZip: 551 3 Phone: 612 299 - Z License i '7 l3 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) Pci_\) 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: 1153 ,Ma(J~C Tvp , ( ~u~t Licensed Plumber: El'tinc(ev M& / /0l kX1 bfrlq Phone: 952- qz/5- a97 Mechanical Contractor: Phone: Sewer & Water Contractor: y-kt Phone: 2V& 312 NOTE. Plans and supporting docu ents 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.gooherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit Issued In accordance with the Minnesota State Building Code must be completed within 180 days of permit Issuance. x AtO *wi* ,d x Applicant's Printed Name Applicant's Signature Page 1 of 3 mcv DO NOT WRITE BELOW THIS LINE n7z-7 0 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 _ Miscellaneous Accessory Building WORK TYPES New _ Interior Improvement Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace Repair _ Egress Window _ Water Damage Retaining Wall Temolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy b\ MCES System Plan Review Code Edition fV,~W' SAC Units (25% X 100%.j Zoning City Water Census Code Stories Booster Pump # of Units 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/Gas Tests -Final Framing Siding: -Stucco Lath Stone La -Brick Fireplace: Rough in ,Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing ,L Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES q 3 / Base Fee I t.P I DOI 1) -7 Surcharge eo Plan Review 2.3 Y, , . I)l )1411 MCES SAC ) f City SAC Utility Connection Charge S&W Permit & Surcharge 7I Treatment Plantr Copies ~ / E TOTAL Ir 1e~ ~C 3 01 If Page 2 of 3 New Construction Energy Code Compliance Certificate PerN1101.8 Building Certificate. A building eerliticate shall be posted in a pennanently visible location inside Dale Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. itlailing Address of the Duelling or Dwelling Unit City 980 MAPLE TRAIL COURT EAGAN Name of Residential Contractor aiN License Number LENNAR THERMAL ENVELOPE µ Type: Check All That Apply X Passive (No Fan ) o y Ci Active (With fan and monometet• or F o ~a other system thonitorla device) 0 a G N a d p~ `pj" 0 U Z c $ w v Insulation Location .3 Z ft n U p u'3 a c y "2 c A E E :93 :o M n 5 m m F° -c 2 w 'u. LE u° a Other Please Describe Here Below. Entire Slab X' Foundation Wall 10 INTERIOR Perimeter of Slab. on Grade X Rim Joist (Foundation) 10 INTERIOR Rim Joist (1tt Fioor+) 10 INTERIOR Wall 21 Ceiling, flat 44 Ceiling, vaulted 44 Ba Windows or cantilevered areas 38 ' Bonus room over garage Describe other insulated' areas Windows & Doors Heatin or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 X R-value R-8 MECHANICAL SYSTEMS Make-up Air Select a type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Tye Natural Gas Natural Gas Electric ` Passive Mnnnfacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH690XP48C GPVH50N 13ACX-042-230.: Describe: Input in Capacity in output in Other, describe: 3,5 Rating or Size BTUS: 88,000 Gallons: 50 T. Heat Lossi Heat Gain: Location of duct or system: Structure's Calculated 61,245. 32,789 AFUE or SEER: 13 HSPF% 93 Calculated 39,061 Efficiency coolin load: Cfin's PLAN 6007 ^ 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 meeb, code Select Type X Passive Heat Recover Ventilator (HRV) Ca acity incfins: 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: 3 continous fans on low TOTAL 90CFMS Mechanical Room Location of fan(s), describe: Owners bath, Main Bath, J&J Bath Cfin's Flex Capacity continuous ventilation rate in cfins: 90 6" in Total ventilation (intermittent +continuous) rate in cfins: 465 "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 lnfill 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: (pe)6-1 In, Koa Peaked roof with manufactured trusses 24" O.C. Roof vents Ckex~' IWhma TRAIL 0-PUAT Shingles Information Submitted: 15# felt Annotated architectural drawings includin : 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: 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: Summa : 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): Z-AVI 31 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- .ed in, duplicate at the time of application of a. mechanical permit for new construction. Additional forms may be downloaded and printed at: Site address Date Contractor Completed By C d ]T Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area Including g 9g Basement-finished or unfinished 7 7 Total required ventilation 6 Number of bedrooms -5- 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 L 2 3. 4 5 6 Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ s q. 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 2501300Q 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' 155/78 170/85 185/93 200/100 215/109 5501-16000` 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: iSAFETYUMVent-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 3 /0 L.) ery Ventilator) -cfm of unit in low must not exceed continuous venti- Continuous fan rating In cfm lation rating by more than 100%. Yaci ' Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Ut Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the !ow and high cfm amounts. Low c m air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each~hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent G 41Fr! 7 36 S'D L i G rr°^'~ G 2i '36 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 detail for plan reviewers and inspectors to verify design and Installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation, If exhaust fans are used for building ventilation, describe the operation and location of any controls, Indicators and legends. if an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures' installation instructions. If the Installation instructions require or recommend the equipment to be Interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table 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 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 B 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): [la x lb). 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 (dm); o Kitchen hood typically J (not applicable if recirculating system w t '/1 or if powered makeup air is electrically C'XJ 7 CJ Interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d "T 3. Makeup Air Quantity (dm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) C~► Makeup Air Quantity (cfm); (3a-3b) (if value is negative, no makeup air is ' needed) 4. For makeup Air Opening Sizing, refer ,t A to Table 501.4.2 / [f A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) 8. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there Is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or If there are atmospherically vented gas or oil appliances and solid fuel appliances. 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 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 - 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. 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 r^ Oh 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 sire 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 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 X -Direct Vent Input: Btu/hr or Power Vent Water Heater: _ Draft Hood _Z\ Fan Assisted _ Direct Vent Input: 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: 1, 6,)3Z 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 year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: W Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. x 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: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3i UCH ft' Required Volume Fan Assisted (RVFA) Total Btu/hr Input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft' Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA+RVNDA TRV = + _ .3/ 6nD 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 3Z / S000 = r Step 6: Calculate Reduction Factor (RF). RF =1 minus Ratio RF =I - !B SS = T 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: J4LC_"_0 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): 'J,_` Total Btu/hr divided by 3000 Btu/hr per In2 CAOA = ZJ~ / 3000 Btu/hr per in' = f 3 , inr Step 9: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA -/3. 3~4 x 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 = 3~ 0 ( in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 6304, Page 5 of 6 Project Summa Job: 6007 wrightsofty Date: Feb 6, 2013 Entire House By: Scott Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952-4454092 Fax: 952-445-7487 Project Information For: Lennar Builders Notes: b ✓ ni ~S; 6190 8f, 12 s Al 01-1 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 rangge M Relative humidity 50 % Moisture difference 28 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 59732 Btuh Structure 30285 Btuh Ducts 1507 Btuh Ducts 250 Btuh Central vent (90 cfm) 8964 Btuh Central vent (90 cfm) 9229 Btuh Humidification 11842 Btuh Blower 1024 Btuh Piping 0 Btuh Equipment load 81245 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 32789 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 4460 Btuh Ducts 120 Btuh Heating Cooling Central vent (90 cfm) 1692 Btuh Area (fta) 4600 4600 Equipment latent load 6272 Btuh Volume (f?) 31546 31546 Air changes/hour 0.35 0.35 Equipment total load 39061 Btuh Equiv. AVF (cfm) 184 184 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 ML193UH090P48C-* Cond 13ACX-042-230*13 GAMA ID 4119047 Coil C33-43*++TDR ARI ref no. 3661262 Efficiency 93 AFUE Efficiency 10.9 EER, 13 SEER Heating input 88000 Btuh Sensible cooling 29050 Btuh Heating output 83000 Btuh Latent cooling 12450 Btuh Temperature rise 56 OF Total cooling 41500 Btuh Actual air flow 1383 cfm Actual air flow 1383 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 "dwalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ti -F~1- wrightsoft- Right-SutteO Universal 8.0.04 RSU13410 2013-Feb-0811:56:58 ,QCCA ...ootts Items to SavetWrightsoft Heal Lossil-ennar 6007 Eagan nip Calc = MJ8 Front Door faces- Page 1 eb Job: .p - 9f17~SOft- Component. Constructions Date: Feb 6007 WI'1 8, 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 Builders 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/ib) 54.5 28.5 Dry bulb (°F) -95 88 Infiltration: Dally range (°F) - 19 (M) Method Simplified Wet bulb (F - 72 Construction quality Ti ht Wind speed {)mph) 15.0 7.5 Fireplaces Might) Construction descriptions or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' BluhM-•F WF/81uh Btuhdt' Bluh MOM Bluh Walls 12F-0sw: Frm wall, vnl ext, r-21 cav ins, 1/2" gypsum board int fnsh, n 420 0.065 21.0 5.52 2320 0.90 377 2"W' wood frm a 638 0.065 21.0 5.52 3522 0.90 572 s 570 0.065 21.0 5.52 3149 0.90 511 w 1148 0.065 21.0 5.53 6340 0.90 1029 all 2775 0.065 21.0 5.53 15332 0.90 2489 15B-10sfc-8: Bg wall, light dry soil, concrete wall, r-10 Ins, 8" thk n 248 0.050 10.0 4.25 1054 0 0 e 448 0.050 10.0 4.25 1904 0 0 s 248 0.050 10.0 4.25 1054 0 0 all 812 0.050 10.0 3.79 3077 0 0 Partitions 12F-0sw: Frm wall, r-21 cav Ins, 1/2" gypsum board int fnsh, 2"x6" 312 0.065 21.0 5.52 1724 0.42 130' wood frm Windows Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated n 32 0.290 0 24.6 791 9.18 295 (SHGC=0.29) w 219 0.290 0 24.6 5401 30.8 6740 w 92 0.290 0 24.6 2260 30.8 2620 all 343 0.290 0 24.6 8451 28.7 9855 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated a 141 0.290 0 24.6 3463 28.0 3929 (SHGC=0.26) s 12 0.290 0 24.6 296 15.8 190 all 153 0.290 0 24.6 3759 27.0 4119 Stonehaven: VINYL Insulated 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 11J0: Door, mtl fbrgl type a 21 0.600 6.3 51.0 1071 15.0 315 n 21 0.600 6.3 51.0 1071 15.0 315 all 42 0.600 6.3 51.0 2142 15.0 630 Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof mat, r-44 cell ins, 1754 0.022 44.0 1.87 3280 0.85 1486 5/8" gypsum board int fnsh -P;&- wrightsoft- Right-Suite®Universai 8.0.04 RSU13410 2013-Feb-0811:56:58 ACCA ...colts Items to SavelWrtghtsoft Heat LosslLennar 6007 Eagan nip Calc = MJ8 Front Door faces: Page 1 Floors 20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-5 ext ins, r-38 45 0.030 38.0 2.55 115 0.26 11 cav Ins, amb ovr 20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-5 ext Ins, r-38 187 0.030 38.0 2.55 477 0.26 46 cav ins, gar ovr 20P-38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r-5 ext ins, r-38 99 0.030 38.0 2.55 252 0.26 25 cav ins, gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1423 0.020 0 1.70 2419 0 0 wrightsoft- Right-Sulte® Universal 8.0.04 RSU13410 2013-Feb-0811:56:58 ACCA ...cogs items to SavelWrightsoft Heal LosstLennar 8007 Eagan.rup Calc m MJB Front Door faces: Page 2 (nine 0>0 ~il ~i] W W O~ N W W O CT N A W N (V w C C 0 CL 0 A A A o O a s O a, a o O O O O O 3 r• 'l 'a (D x x x x x x x x x o x x x x x x x 0 'a m a wr N C_.. Cn W W C_7t Ui O A N A th N 6T 6! 0 . fi N SI1 mop a a 3 'o w r4 0 3 m 0 3 a a a o o Q rr O N 3 W N ..a -N "n -n N TI -n pi N 0 .7 d l< O N m r s `Q (n C!1 US U1 W N_ {n (p W N (n N cn N (n N N (n (n (D N N N N N N N O N N N O N O O N N N 2 z O z i-. 0 0 o a o 0 0 0 0 0 0 0 G) D O rr D p, r --j -40 0 N N N N N N N 0 z N N N N D V N N D N _O Q O_ O ~ O O O O Y' O O O O O O Q O N Z "17 cn cn cn 0 0 0 M m O 0 (s) -n -n cn T m (o (/j A O G) D O Z Z Z Z p (n z z O r Z X X Z X X z z pp r 47 G2 G7 47 nNi G) r r Q r r LZ cn m m Z z Z Z Z RI r Z Z m m_ zz Z D D Z D A Z 2 Ln . 2y G7 G7 Gl D GS G~ A` 0 x x G) G) 0 x G) G) CJ? co -1 r r D r r C 0 ~ ~ Ln CTI ~ ~ ~ m G? ~ ~ ~ cn Cn cn Cn ~ ~ r' --1 -1 O ro z m? h n z 0 n z z z m C( w n w n o o m o o$ K. O, o C (n r- CA C C p '0 G) frrl r w n VS n S Cn W v A O 0 r -rr- -y m o a D ti o to Cl) rV1 y~ 70 D fn to 'ro in 03 m - P N N `p m, co to (n to Zi G7 :CJ :0 D .l7 T) N_ W N N L7 G1 Z7 t3 TS In T to 21 (~7 to 0 o 4) X :l: In Y i -1 a m w C1 C~ P ~ -1 n to Cn fn ! Q of su In O tp ° m Wo -A1 al C7 fn r r i fn C) n o e+ N m ~ b) G)a A w w o D a O N Z p m D 9 -4 z K3 J~ (n z D Z z z z z z z z z z z z z z z z z z fA, q m o 0 0 0 0 0 0 o 0 o 0 0 o o o o m. (n r o Z z z z z z z z Z z z m o Z x rn m m m rn m m m m m z z z z z z z z 0 M m m m m m m m r D O in r rn 7D o CD ; .b A V A W A C, m ? 9 ~I N N s p -S O Q lp O .A O O A O W co G A A 0 4 I w X X W N X x w x j X X X X 1 1 A O V .A. W 01 Oi A A A N .is. A N N A A G) 3D 3 O N V A O O V O X A Oi X A A x x r! y O V -4 X O <O O co co w -4 do A O N N I -40 O A 0 m A X x x 7C 2 m m z 0 A)A Q !n x m p g c to g z o o 0 o 0 0 d b CL 10 ca A CA ~o m O ,z 2 N v lD k I ~ ♦ C , z ~ c` m c ELI: L2 0, tr, CD : cri _ N Lub (n LOT SURVEY CHECKLIST FOR RESIDENTIAL ~BUILDING PERMIT APPLICATION / PROPERTY LEGAL: DATE OF SURVEY: LATEST REVISION: d a~ c ca s V v O z a DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company ❑ ❑ . Building Permit Applicant ❑ ❑ . Legal description ❑ ❑ . Address ❑ ❑ • North arrow and scale ❑ ❑ . House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ • Directional drainage arrows with slope/gradient % ,21 Xf ❑ ❑ • Proposed/existing sewer and water services & invert elevation ❑ ❑ . Street name ❑ ❑ . Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ ❑ . Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners ❑ ❑ . Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ,d ❑ ❑ . Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor ❑ ❑ . Basement floor fa ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ ❑ . Property corners ❑ ❑ . Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ . Easement line C~ ❑ ❑ . NWL ❑ ❑ • HWL ❑ ❑ . Pond # designation ❑ 'z ❑ . Emergency Overflow Elevation ❑ ❑ . Pond/Wetland buffer delineation ~Y @ • Shoreland Zoning Overlay District ~j N Conservation Easements DIMENSIONS ❑ ❑ Lot lines/Bearings & dimensions ❑ ❑ Right-of-way and street width (to back of curb) fX ❑ ❑ 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 si yard setback of adjacent existing structures ❑ ❑ Retaining wall requirements: Reviewed By: Date Z G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 PI NEERengineering 3:1 Maximum Slopes' ~ CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS or Re cl i Tig Wall Will 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Be Required Certificate of Survey for: LENNAR HOMES ADDRESS: 980 MAPLE TRAIL COURT, EAGAN, MINNESOTA BUYER: ZHOU MODEL: 6007 ELEVATION: D3 ° v 1 I I 1 MApLE TRAIL cOURT r4 O(J'I _ - o » 85.00 - N83 54'31 E 902.7 1 902.4 I I go I I 1 W II \II 901.7 \I/ 902.7 (903.2) II \I' W f 902. ek.66 I 1 (9021) L4 ,I - - _ BENCH MARK: _ 15 CA PROPOSED O TOP OF SPIKE r! P DRIVEWAY ELEV.=903.27 BENCH MARK: 0 5 1 C" TOP OF SPIKE ELEV.=903.65 o 1 I I (904.0) 1 (904.9) T 12_Q_ 903.3 (905.8) 9032 903.3 903.3 1 (j) I 1 .~o 20.50 " 10.00 0 o 4.7) 0 903.7 - - 1 904.5) ° 0 O I I N 12.0 NO 8.50 (A 0 I Q 1 -0 z w 1 1 9,00 o porch CT! I cn = o 00 90 GARAGE O 1 -i 0-0 CD w 20.67 N (0 i N oN x OO e 1 903.4 ° rn II , rn o - ~0 8.83/0 1 - - 9o I-- 1 o (P AND No 1 PROPOSED I HOUSE / 1 1 c =i O N 90 cZi o!L F.B-j o 1 1 1 I 1 r I 1 897.1 II 1 56.00 897.1 12.0 1 _ , 1 I 896.3 - 896.8 (896.7) N (897.6) X 1 0 1 1 N (896.5) m 1 s X 11 (896. 914t 5son 0 I 1 896.2 I„y O 11 x 895.9 54 10 0 1 -P 1 I I I LOT AREA = 12.070 SF O 1 11 11 L HOUSE AREA = 2,031 SF 1 PORCH AREA = 172 SF 1 i 15 SIDEWALK AREA = 88 SF 1 i 1 DRIVEWAY AREA = 1,072 SF 1 COVERAGE = 27.97 5 1 _ - - 1t- - - BUILDING COVERAGE = 18.37 1 _ - - - - - - 1 1 as3 BENCH MARK: DRAINAGE AND UTILITY - VV ED a TOP NUT HYDRANT LOTS 7-9 BLK 5 o EASEMENT PER PLAT ELEV.=906.17 By (894.5) -893.9 85,00 Uaw.1 s83054!31 W 891.0 EAGAN ENG1NEERING DEPT NOTE: ADD BRICK LEDGE AS REQUIRED 691.3 EDGE OF ICE 1 /11 /13 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/28/1Ip(AS-USED-- TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CE IFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOWEST ALLOWABLE OPENING ELEVATION :896,7 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 WATER QUALITY BASIN2-1 HOUSE ELEVATIONS :(PROPOSED)/ASBUILT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC 992.0 LOWEST FLOOR ELEVATION. : (897.2) / HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NWL 994.0 NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER F{WL= TOP OF FOUNDATION ELEV. (905.2) THAN THOSE SHOWN ON THE RECORDED PLAT. GARAGE SLAB ELEV. ® DOOR (904•9) / NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM X 000.00 DENOTES EXISTING ELEVATION WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A (ooo.ao) DENOTES PROPOSED ELEVATION ~ DENOTES DRAINAGE FLOW DIRECTION SURVEY OF THE BOUNDARIES OF: - A. DENOTES SPIKE LOT 3, BLOCK 4, STONEHAVEN 1ST ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 9TH DAY OF JANUARY 2013. REVISED: NOTE: 2/01/11 STAKE HOUSE SIGNED: 9JH'W NEER ENGINEERING, P.A. NEW SCALE 1 INCH = 20 FEET 1 11 13 RESTA~ESNEW HOUSE B Y: 3498 110162016 KTH Petkinso n License No. 42299 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA111674 Date Issued:07/08/2013 Permit Category:ePermit Site Address: 980 Maple Trail Ct Lot:3 Block: 4 Addition: Stonehaven 1st PID:10-72700-04-030 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 935 E Wayzata Blvd Wayzata MN 55391 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 City of Eapo Address: 980 Maple Trail Ct Zip: 55123 Permit #: 109278 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 x Trail / Curb Damage X Porch Lower Level Finish Deck NIR Fireplace x • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists Use BLUE or BLACK Ink �---------------- � For Office Use � ��� V i �� �11 � i Permit#: � ��J� � ! 7 � � � �� Permit Fee: / � �� � 3830 Pilot Knob Road Eagan MN 55122 �ECEIVED j Date Received: j Phone: (651)675-5675 I t Fax:(651)675-5694 �IAR 2 $ 1Q14 � Staff: ' I �------- ------ � 2014 RESIDENTIAL BUILDING PERMIT APPLICATION " ���� Date: �� �'�' � Site Address: �C� �� L�`/l� � �� �� Unit#: Name: �r�rl � �� Phone:?�� I ��� '7� Resedent/ �a (�� /�� �/ � �/ � Address/CitY/Zip: / �T C� !,�✓(� -'�'- / !��L Owner - Applicant is: Owner �✓ Contractor � n� T�3e Of WOt`k' ; Description of work: �-��- �"� �-�Gx � � � '�"��._... �► J-/L�.{o�,ff �7 � �,r �Cr Construction Cost: � /� -� � f � Multi-Family Building;{Yes /No ��) a /� /��� � Company: E _ __4��'-r, �p, �.•�C_S�' 1, �y Contact: � (�✓' Contractor Address: �'� f�'�. �d.� ��-Z- City: _� ��-°°.�'� �j� -� � ��� �-� Z� rZ-'�� � State'.`"'� � Zip: .� Q Phone: License#: ���� �� Lead Certi�cate#: �� If the project is exempt from lead certification, please explain why: Page 3 for additional information) ��� C�+�, - ���'f �� �� � ` '�-E'� �,�a,�-- i� dP� CORAPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issusd a permit for a similar plan based on a master plan? _Yes _No If yes,date and address of master plan: Licensed Plumber. Phone: Mechanicat Contractor: Phone: Sewer 8�Water Contractor: Phone: WOTE:Plans anal sr�ppor#in,g documents Ehat you subrrri�t are considered ta be pubti�inforn�ation. Por�`iansaf the information may be ctass�ed as non pt�bfic if you provide sp�c�c rea�vns#�at woutd�ermi!`the Cify ta conclude that the are tr�de secrefs. CALL BEFORE YOU DIG. Ca11 Gopher State One Call at(651)454-OOD2 for pratection against underground util'dy damage. Ca1148 hours before you intend to dig ta receive locates of underground utilities. www.aopherstateonecall.org I hereby acknowledge that this information is complete and accurate;that the wwk will be in confotmance with the ordinances and codes of the City of Eagan;that I understand this is not a pertnit, but only an application for a permit, and work is not to start without a permit; that the wor9c will be in accordance with the approved plan in the case of work wfiich requires a reviaw and approval of plans. E�tteriorwork authorized by a building permit Issued in accordance with the Minnesota State Building Code e completed within 1$0 days of permit issuance. X r� � r��.�-c _ � � App cant's Printed ame Applicant's gnature Page 1 of 3 � ' � + �� .����- %� �� /���1 � DO NOT WRITE BELOW THIS LINE SUB TYPES T Foundation _ �ireplace _ Porch(3-Season) _ Exteriar Alteration(Single Family) Single Family Garage Porch(4-Season) Exterior Aiteration(Multi) ! Multi � Deck , Parch(Screen/GazebofPergola) _ Miscellaneous _ 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New lnterior Improvement Siding Demolish Buiiding* � Addition _ Move Buiiding � Reroof , Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Faundation , Replace _ Repair . _ Egress Window _ Water Damage _ Retaining Wall *Demolition of entire buflding-give PCA handout to applicar�t DESCRtPTION N Valuatian �� "� Occupancy 1R�^�..� MCESSystem '"`� Plan Review � Code Editian �7 SAC Units � {25%_100% Y) Zoning �� City Water � Census Code �1��1 Stories `�—" Booster Pump —' #of Units � Square Feet � PRV '' #of Buildings ' Length /G Fire Sprinklers '' Type of Construction � Width �D REQUIRED INSPECTIONS Footings(New Building) Meter Size: � Footings(Deck) Final/CA. Required Foatings(Addition) � Finai/No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof: Ice&Water Final Pool: Footings _Air/Gas Tests Final � Framing Drain Tile Fireplace:�Rough In Air Test �Final Siding:_Stucco Lath �Stone Lath _Brick Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Erosion Control Braced Walls Other: Reviewed By: ,Building Inspector RESiDENT1AL FEES � Z y j� j.I R G� � ��� 33� � Base Fee I 4 3 '� 9 G C,�l pjZ n�0�A � '� �p� Surcharge Plan Review �i? �-! 3 8`�i d � MCES SAC City SAC Utility Connection Charge S&W Permit 8 Surcharge Treatment Plant Copies �� TOTAL Page 2 of 3 . �Z�'/ ,� . . . �� ERen 2neerin �:, ���.v„��� ��� .��a � P � I � �. � � APE ARCHITECTS �f �C►ctsiisF� �i'dl��VS� " CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSC � 2422 Enterprise Drive,Mendota Heights,MN 5_5120, Phone:(651)681 3914 Fax:(651)681 9488-Pioneereng.com � ���Ir� � .� � Certificate of Survey for: LENNAR HOMES ADDRESS: 980 MAPLE TRAIL COURT, EAGAN, MINNESOTA BUYER: ZHOU MODEL: 6007 ELEVATION: D3 ,_ � .. „-r �� �s �� d . � �� �� . . �_ p ' . • _ " - . .. �� '�...� ��'^' .�.�� ��� . 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' ' ��� . � � __� -•-�"" .n . ..�.- �a a� . �...�.-�^ . . .. , � �' .. .a . . . ° . . ` ------_`�_ , � • J_.�-I i � � ��a+�'�AA A, �'�";��`�"�'� � I ,�., �� _r--- m ` � �d ��� :.� � i RT �, =..,, ���.:._____ � .�;--;--- -��AI� C�U - -�----=-- � M Ap�� ____ _ �- - �Q m W._ .;�- _ -z----__-=Q -� 85.00 �- �� NS3 54 31'�E 9az.� � 902.4 ° �` i �� I � I � W � 11 � sot.7 �.�,..nww*�r""�"�'"� �so2.7_� --'" (9032) i ���,, -' � � i , �f _�- ----so :s � ` _ , , � w _ (902.1) � �� � 6.4% - -i-- -"" - � •° BENCH MARK: `� -' r f � I ` � � TOP OF SPIKE • ' � � PROPOSE� � �!,;� � DRIVEWAY 1 �, ��' ELEV.=903.27 BENCH MARK: �'' � ' 0 5 �;';i, , ��'. � TOP OF SPIKE �� is � i i' ELEV.=903.65 �•� a ` `�:, 90�•S� T_____ .� ' �, (904.0) � (g04.9) 12_�- sos_a �__- . \� �( 9032 9`O�i.�3 T903 3 y, � � . _� ' �: � � .\ p --_ _ _ _ ---- � 20.50 0 10A0 I�, ,°� p i'--� � 1 d� t 4.7 � 903.7 -�=• � /9��.�J'� O 0 ,,� � O � _ (90 � �^p � ( ` ro � • o a. � // 0 � ''. p � � I Z °w� � � e.00 8 porch p GARAGE o � '`¢ -P N i y a-�n � �-' � w 9�37 c,,, 20.67 � / � ,•' N t�U � � �° � 1�. p° � ti 8.83/0 � 4.00 12.�.' °o �„� �i ° �a ° ' ----- -�--:y' saa.a ' ': L_- o (1� � � L ---- -- --- 90�. 1 � x � � � o in � 'NO � PROPOSED „� I ''. �� C � • O N HOUSE t° � � , i , r�*i� at� � g�4" F.8•j o j j m �l I 1 I � / /�� . � _��'.-___'. -; es7.s j � , ��,1 ��"(� �f' � 897.1 j 2 :Pa,� � ; - ^__^ 'J . ��� 1 � J ass.a -� O 896.6 Ji' (896.7} _� �i�i� '• '; Lti �' ' �1 N L ($97.�) . ., ___ , � � � �, � � Y�f��'�� � 1 ���� (696.5) m � = $ X -i�� ` �.�1'-�" -., 1' ,... �' � ' ► � � �'�ti++� �~"r� I ~' �' ���, (,����'��; ' " `' �► �°° I` �� �G� � � � -p' . . . � . �:�. x 895.9 ������� . � �896.2:...�^°"� � . � ' . .,. l....,_,..�. � O �. _._.....- � I �y "'� � _ . . � ` �s�';,� "yi V _ _ .. ' -P � , . , (I� �'�"� `F�"���� . ►� � � 1 ��. �r � �� � �� o ' . ' LOT AREA = 12.070 SF , � �I BY:' HOUSE AREA - 2,031 SF � PORCH AREA = 172 SF I ��DATE:` 5 �7 / SIDEWALK AREA = 88 SF ^ � i BU) Q� �a �. .��s �`�.��� �f�!'�w'3�i? QRIVEWAY AREA = 1,072 SF COVERAGE = 27.9� �r 5 ` _ _.-- -- -�r' - - BUILDING COVERAGE = 18.37' � - - - ` � o (S � � - � � � � ���� BENCH MARK: oRA+NA�E ANO �'�uN ass 70P NUT HYDRANT LOTS 7-9 BLK 5 � EA$EMENT FER PLAT r��r!�___..�.. . ELEV.=906.17 (8g4.5) __..----- (N�-) �w �y � -^--- '��893.�__------ g5.pp Uat�,., � c'�l/,�,,,::�.. ._._...�....� �83054�3ti"W B91.o ___�` __ -- ---"` �•AGAI� FNGWIEF.�tING DEPT� ' NOTE: AOD BRICK LEDGE AS REOUIRED ___�._---"'"��` --____ EDGE OF ICE 891.3 -- ""_ ������3 NOTE: GRADING PLAN BY PIONEER ENGINEERWG LAST DATED 5/28/1Q_JpU�S�i.iSEtY-� 70 �ETERMINE THE PROPOSED EIEVAl10NS SHOWM ON THIS CErFriFICATE. NOTE: PROPOSED.BUI�DING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOWEST ALLOWABLE OPENWG FLEVATION :���,�] LOCA710N OF STRUCTIiRES ON THE LOT dNLY. CONTACT BUILDER PRIOR TO CQNSIRUCTEON FOR APPROVED CONSTRUCTION PLANS. . AS�N 2��P ' NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT WATER QUA�-`TY s HOUSE ELEVATIONS '�PRQPOSED�ASBUILT 8Y TNE SURVEYOR. THE SUITABILITY OF SOILS TQ SUPPORT THE SPECIFIC W�_g92.0 LOWEST FLOOR ELEVA710N. : C��7•�/ � HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. N NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASE�AfNTS OTHER �W� 994�� TOP OF FOtJNQATION E�EV. : �g0�.2) � THAN THOSE SHOYIM ON THE RECORDED PLAT. GARAGE SLAB ELEV. C� DOOR : �90�•9� � NOIE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM X OOQ.00 DENOTES EXISTING ELEVATIOt� I WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATiQN OF A t 000.00 ) DENOTES PROPOSED ELEVATION "`- DENOTES DRAINAGE FLOW DIRECTION SURVEY OF THE BOUNDARIES OF: -�� DENOTES SPfKE LO�f 3, BLOCK 4, STONEHAVEN 1 ST ADDITlON s DAKOTA COUNTY, MINNESOTA iT DOES NOT PtlRPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEP7 AS SHOWN, AS SURVEYED BY ME OR UNRER MY QIRECT SUPERVISION THIS 9TH DAY OF JANUARY 2Q13. REws : NoT : _. SIGNED: PIONEER ENGINEER(NG, P.A. 2 01 11 STAKE HOUSE � 1 10 73 NEW HpUSE SCALE : 1 INCH = 20 FEET , >> ,s RESTAKE NEW HOUSE sY: 3438 110162016 KTH Peter J, Hawkinson License Na. 42299 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA167564 Date Issued:03/22/2021 Permit Category:ePermit Site Address: 980 Maple Trail Ct Lot:3 Block: 4 Addition: Stonehaven 1st PID:10-72700-04-030 Use: Description: Sub Type:Residential Work Type:Replace Description:Standard Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Nabeel & Meredith E Azeem 980 Maple Trail Ct Eagan MN 55123 Tony's Appliance 2090 County Road 42 West Burnsville MN 55337 (952) 435-2442 Applicant/Permitee: Signature Issued By: Signature