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3499 Sawgrass Tr WCity of hp Address: 3499 Sawgrass Tr W Zip: 55122 Permit #: 115853 The following items were / were not completed at the Final Inspection on: t-(t9u (Ai ti hl To `1 Final grade - 6" from siding Sno() coPeAlk 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 �( Z • 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: AIKANti,ka\As G: \Building Inspections \FORMS \Checklists y 05955 10,9 is 33~ I00-0,3 Use BLUE or BLACK ink For Office Use Clt y of 1 Eatan Permit !J 5- l i 3830 Pilot Knob Road i Permit Fee- .114L3 o I Eagan MN 55122 Phone: (651) 675-5675 i Date Received: 1 I~ 1 Fax: (651) 675-5694 1 1 G i Staff: 1 2013 RESIDENTIAL BUILDING PERMIT AP LICAT ON Date: Site Address: L ( N~ Unit Name: 05 --2W Resident/ Phone: Owner Address / City / Zip:, 51AI1 ( P~~~ t A,i)y~ Applicant is: Owner Contractor ' Type of Work Description of work: Alen) Upm-, im4y,li1-4'kV1 Construction Cost: Multi-Family Building: (Yes / No" Company: L e-Yl y-t Q r Contact: Contractor Address: ~ ~,kk City: ~C (/~bu State: A -A Zip:' ~ - Phone: 9 License Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) L) v 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? ,kYes -No If yes, date and address of master plan: 3 60s- Licensed Plumber: If= (amt d ev- /~1 QC4~lavl l ca 9S2 q Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Y~,GI ~Q( , / I _ 2(1 o - 03q I Phone: t NOTE: Plans and supporting documents that. you submit are.consldened to be public Information.. Portions of the information may be ciass/fled a$ _ngrt'ptiblicif you pbtride 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 intenT1741 g to receive locates of underground utilities. www aooherstateone all M 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 w tl~iuthorlzed by a building permit Issued in accordance with the Minnesota a Buildin ode must be com days of p r issuance, pIAted within 180 x dio ~.t 1ro~~ IL Applicant's Printed Na e x Applicant's gnature Page 1 of 3 Tr tj DO NOT WRITEELOW THIS LI J 5°3 NE 19k -TYPES - Foundation - Fireplace _ Porch (3-Season) _ Storm Dama e Single Family - Garage _ Porch (4-Season) g Multi Deck Exterior Alteration (Single Family) _ Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) - 01 of _ Plex Lower Level - Pool Miscellaneous Accessory Building - - WORK TYPES New Interior Improvement Addition - Siding _ Demolish Building* - _ Move Building Reroof - Alteration - Fire Repair - Demolish Interior Replace Windows - Demolish Foundation Repair - Egress Window Retaining Wall -Water Damage 'Demolition of entire building give PCA handout to applicant DESCRIPTION Valuation 9-4--90 e - Occupancy Plan Review MCES System Code Edition SAC Units (25%_ 100%_)() Zoning Census Code City Water _ Stories Booster Pump # of Units Square Feet # of Buildings PRV Length IT Fire Sprinklers T ype of Construction Width REQUIRED INSPECrInNc Footings (New Building) Footings (Deck) Meter Size: Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Roof: ,___Ice & Water -Final Other: Framing Pool: ----Footings -Air/Gas Final Fireplace: Rough In Air Test ina Siding: -Stucco Cat Stone La ck Insulation 4F Windows Sheathing Retaining Wall: _ Footings _ Backhll _ Final Sheetrock Radon Control Erosion Control Reviewed By: _ AILI-Building Inspector RESIDENTIAL FEES fj r4rW ) 10 t j Base Fee 1 7 / 4N' j (p A -10, Surcharge Plan Review 0->j ►~t MCES SAC (60 /`~i '1 lj /(O City SAC 5. -7 (7S 0/.-7 Utility Connection Charge S&W Permit & Surcharge Treatment Plant j Copies TOTAL tS/ 7 4/~~ %'j U~ ® D Q19 aOP it5~-s3 New Construction Energy Code Compliance Certificate Per N 1101.8 Building Cortifiicate. A building certificate shall be posted in a pemtawntly visible location inside Datc Certificate Posted the building. Tine certificate shall be completed by the builder and shall fist inrornnation and values of components listed in Table NI 101.8. 51shing Address of the Dwelling or Dwelling Vah City 3499 SAWGRASS TRAIL WEST EAGAN Name of aesidmthd Contractor AJN License Number THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Fan) W O N c Active (Wrth fan:and )nottonteter or: E" olhei system nitiiriforifiS device ) 129 U - Insulation Location Z U p ul .4 a us F°- z w i~ is w iQ ii Other Please Describe Here Below Entire Slab X Foundation Wall 10 INTERIOR Per[meter o€Slab ou Crade X Rim Joist (Foundation) 10 INTERIOR Riin'3 ist:(1'F1064) 1Q INTERIOR.:: Wall 21 Ceiling, flat44 Ceiling, vaulted 44 Bay .Windows or cantilevered areas 3$ 1 Q Bonus room over garage X Describe otiicrinsulatcd areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 028 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 r-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel e ` Natural.Gas. Natural. Gas Elt3ct~ie Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193U14690XP48C GPVT50`: 13ACX-042=230; Describe: Input in Capacity in Output is Other, describe: Rating or Size BTUS: 88,000 Gallons: Tons: 3,5 Beat toss Heat Gat : Location of duct or system: 4, F Structure's Caicu[ated : 77,329 30,752 AFUE or SEER: 13 IISPP% 93 Calculated 35,706 Efficicucv Coolin toad; Cfin's PLAN 4015 " round duct OR Mechanical Ventilation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not requited per mech. code Select r e X Passive i- Heat Recover Ventilator HRV) Capacity in cfins: Low: High: Other, describe: I Energy Recover Ventilator (ERV) Capacity in cfins: Low: Hi h: Location of duct or system: X Continuous exhausting fan(s) rated ea ity, in cfins: 3 fans eont low, total 100cfin Mechanical Room Location of fan(s), describe: Owners bath, Main Bath, J&J Bath Cfm's Capacity continuous ventilation rate in cfins: 100 " Insulated Flex Total ventilation (intermittent +continuous) rate in cfins: 475 " metal duct Created by BAM version 052009 PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE Compliance with Procedures to Ensure Submitter: Noise Impact Area Adequate Noise Attenuation: Lennar Airport - MSP International Exterior wall construction: 16305 36th Ave. No. Noise Zone - 4 LP Smart Board Suite 600 15/32" sheathing Plymouth, MN 55446 New Infill Residence is a "COND" Tyvek wrap 952-249-3000 use in Noise Zone 4 2x6 studs 16" Q.C. R-21 batt insulation with 1/2" gypsum board Roof Construction: Plan Reviewed: W1_4 .q&,& Peaked roof with manufactured trusses 24" O.C. c,~ Roof vents 37 -5AWJFAe5 7,041z- 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: N % 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): 59" • o~D/3 Other Exterior Wall Penetrations: Review Completed b : Tom Tamte Sill sealer between plates and blocks Ventilation, Makeup and Combustion Air Calculations Submittal` Form For New Dwellings These blank submlttal forms`and instructions are available at the City website and at City Hall. The completed form must be submit- ted,in duplicate at tfie,t►me of,appllcaUon;of a mechanical permit for new coostiuction. Additional forms may be downloaded and printed at: Site address 3 Y Q T w s ,f Date q 7~,.z013 Contractor Completed B Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including Basement - finished or unfinished) Total required ventilation 17 Number of bedrooms Continuous ventilation f00 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 3561=4060 110/55 125/63 140/70 155/78 170/85 185/93: '.400-450p.:.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:. 55Q1 6000.:: 150/75 165/83 180/90 195/98 210/105 225/113 Equation 2i-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).doox page 9 of 6 - v t.. -tx ~K,--xeax,..~ v, .fi"x } s 3;„" x. ..y.. . -*.x - - Section 6 Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only r, S. t'.rr o ery Ventilator) - dm of unit in low must not exceed continuous venti- Continuous fan rating in dm lation rating more than 100%. Low cfm: High dm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating 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 Lm 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 !~A-oi " 41 G d ,a-1 It AN 3/y c114 3 U ~f 11 a ~d i Directions -The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether It is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that Is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) i 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 detailfor placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, Indicators and legends. if an ERV or HRV Is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures' installation Instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3. 1) interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type (round, rectangular, flex or rigid) (NR means not required) Page 2 of 6 Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances orsolid fuel appliances are installed, use the appropriate column. For existing dwellings, see 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. i Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion alr 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 sold fuel tion appliances appliances appliances Column C Column O 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 te7 Estimated House infiltration (dm): [1a x lb] 2. Exhaust Capacity a) continuous exhaust-only ventilation q system (dm); (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); Kitchen hood typically (not applicable If recirculating system or if powered makeup air is electrically 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 (dm); 1J~ rte" 7 J [2a + 2b +2c + 2d) 3. Makeup Air Quantity (dm) a) total exhaust capacity (from above) b) estimated house infiltration (from above Makeup Air Quantity (dm); [3a - 3b) (if value Is negative, no makeup air is / needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B.- • Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there Is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. O. 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 ~I 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 piiances or solid fuel ameter tion appliances ventappliances appliance appliances Column A Column 8 Column C Column 0 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 dam per I I I -d Powered makeup air >679 >419 >290 >379 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. 0. 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 " X Other, describe: Explanation -If no atmospheric or power vented appliances are installed, check the appropriate box, not required. if o power vented or atmospherically vented appliance installed, use tFGCAppendix 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. Page 4 of 6 i 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/Boller: _ Draft Hood _ Fan Assisted X Direct Vent Input: Btu/hr or Power Vent Water Heater: Draft Hood _k 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: 7 3 ft' LxWxH L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated Into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: fe Volume (TRV) 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 (DO NOT COUNT DIRECT VENT APPUAN ES) Total Btu/hr Input of all fan-assisted and power vent appliances Input: . -Oi OC)D Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3 f 7 S"rr7 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: fe Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA+ RVNDA TRV = TRV fe 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 = / 7 6J / 7rO _ Step 6: Calculate Reduction Factor (RF). RF =1 minus Ratio RF = 1- . 3 q Step T: 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: SD, QQO Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided 6 3000 Btu/hr per Ir? CAOA = SG / 3000 Btu/hr par in2 = A. 6-7 Inz Step 8: Calculate Minimum CAOA. Minimum CAOA - CAOA multiplied by RF Minimum CAOA = 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 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Page 5 of 6 Project Summa Job: 4015 wrightsoftY Date: September 17, 2013 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 581 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 9524454692 Fax 952-445.7487 Email: SALES®ELANDERMECHANICAL.COM Project Information For: 2y~7y _54- -e,J .S Notes: Design a • Weather: Minneapolis/St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 OF Outside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 85 OF Design TgD 13 OF Re aytive humidity 50 % Moisture difference 28 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 50032 Btuh Structure 28180 Btuh Ducts 1941 Btuh Ducts 479 Btuh Central vent (153 cfm) 13896 Btuh Central vent (153 cfm) 2093 Btuh Humidification 11460 Btuh Blower 0 Btuh Piping Btuh Equipment load 7732 Btuh Use manufacturer's data y Rate/swing multipplier Infiltration Equipment sensible load 3075 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1920 Btuh Ducts 154 Btuh Heating Cooling Central vent (153 cfm) 2880 Bkuh Area (ftz) 5079 5078 Equipment latent load 4955 Btuh Volume (ft') 32828 32828 Air changes/hour 0.13 0.07 Equipment total load 35 uh Equiv. AVF (cfm) 71 38 Req. total capacity at 0.70 SHR 3. n Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090XP48C-* Cond 13ACX-042-230*15 AHRI ref 4792309 Coil C33-43*++TDR AHRI ref 4634303 Efficiency 93AFUE Efficiency 10.9 EER, uh Heating input MBtuh Sensible cooling ~ffiluh Heating output 830 tuh Latent cooling uh Temperature rise °F Total cooling Actual air flow 1383 cfm Actual air flow 1383 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 In H2O Space thermostat Load sensible heat ratio 0.86 Boldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Sep-17 15:40:48 A + wrightsoft' Right-SuitsO Universal 2012 12.1.06 RSU13410 Pagel ACCA ...1Desktop%Heat Losses 20131Lsnnar 4015 Eagan.rup Calc = MJS Front Door laces: N wri9htsofta Component Constructions Job: 4015 Date: September 17, 2013 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952.445.4692 fax 952-445-7487 Email: SALESOELANDERMECHANICAL.COM Project Information J For: Design Conditions Location: Indoor: Heating Cooling` Minneapolis/St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 54.5 28.5 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 ( M) Method Simplified Wet bulb (°F - 72 Construction quality Ti F ht Wind speed (mph) 15.0 7.5 Fireplaces 1 Tight) Construction descriptions or Area U-value Insul R Htg HTM Loss cig HTM Gain 8' Bluh1W-'F fP-'FOuh BUMP 9tuh DUMP Stull Watts 12F-Osw: Frm wall, vnl ext, r-21 cav ins, 1/2" gypsum board int n 755 0.065 21.0 5.52 4171 0.90 677 fnsh, 2"x6" wood frm a 701 0.065 21.0 5.52 3875 0.90 629 S 732 0.065 21.0 5.52 4044 0.90 657 W 884 0.065 21.0 5.52 4884 0.90 793 all 3072 0.065 21.0 5.52 16975 0.90 2756 15B-10sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, n 352 0.050 10.0 4.25 1496 0 0 r-10 ins, 8" thk a 400 0.050 10.0 4.25 1700 0 0 S 352 0.050 10.0 4.25 1496 0 0 all 1104 0.050 10.0 4.25 4692 0 0 Partitions (none) Windows 61A: VINYL Insulated Glass Double Hung; NFRC rated n 25 0.280 0 23.8 595 9.05 226 (SHGC=0.29) s 48 0.280 0 23.8 1142 17.1 819 W 284 0.280 0 23.8 6770 30.6 8714 all 357 0.280 0 23.8 8507 27.3 9759 61A: VINYL Insulated Glass Double Hung; NFRC rated a 108 0.280 0 23.8 2578 27.8 3016 690(GAN9011sulated Glass Double Hung: NFRC rated w 82 0.270 0 23.0 1873 34.2 2794 (SHGC=0.33) Doors 11,10: Door, mtl fbrgl type a 40 0.600 6.3 51.0 2054 15.0 604 Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof mat, r-44 cell ins, 1878 0.022 44.0 1.87 3512 0.85 1591 5/8" gypsum board int fnsh Floors 20P-38c: Fir floor, frm fir, 12" thkns, carpet flr fnsh, r-5 ext ins, r-38 206 0.030 38.0 2.55 525 0.26 53 cav ins, gar ovr 2013-38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r-5 ext ins, r-38 26 0.030 38.0 2.55 66 0.26 7 cav ins, gar ovr 21A-32t., Bg floor, heavy dry or light damp soil, 8' depth 1646 0.020 0 1.70 2798 0 0 2013Sep-17 15:46:48 * wriightSOtt' Right-Sufte® Universal 2012 12.1.06 RSU13410 Page 1 AC(;I, ...%Desktop%Heat Losses 2013%Lennar 4015 Eagan.rup Cale - MJ8 Front Door faces: N All 00 .z W 3 ~ , t , • ' • i ~Q` yyy~ y 4 T M N r ' n1 m ~ o ~ ~e 4 4H o I o y 4 'a t] O O O 4 o a f- 5 r a z . O x n. a s v a a- ac x Y a x it aW r v o m m o o w z X a¢ a a m g ~ W Q_ V) U) co is E° $ a o 7 N M n 6 X N SSS 4~, n O O POPN X m co X X X N •r X 'r .A F X X lM7 x x. n x x T X~p x T k ~ T a = ~ n ~ ~ i ~ 0 P h ~ N W n ~ h ~ N 'm0' N N h l~ [4 a co cn IW W W W W W W W W W W W W W W l~l W 'n 14 a z z' z z z z z z z z x z z z z 0 0 0 OZ 0 z o p u LU' 0 0 0 0 0 0 0 0 z zzzz gzzzzzzz 1€ Q Q ~~p Q N w 4 a p Op N Z q M M z 0) v) 0 Rr R O L1C U U 18 8) a m C ~ T ~ y V) N Q ~ O N 17 1.2 j~ (J) IL LL 0 w cs ass j} U a sue[ M tY U RG U i` 12 to Vi lA Cn a Q N $ o c o N aC _j 54 CD t~ tq N Z tLr t7 U Z U co v i 'O tlt ~j Z Z Z_ w t; W 0 ¢ a ~d z Q a .ig O ¢ $ o ca o ° a ¢ o ca a t~ ca c~ c~ z z Z -i z z ,W 2 y9 z z r a w , z x r z z t~~ ;o o Z w w m a; c9 to C.0 p o z z z o ~t~n x z z , c i ai ai uzi LL p N rn p U N LL N N :LL U. s U. r j' Z 0 o 0 0 0 o} o 0 0 o S c© o a !o o 0 V) 0 in O Q C9 ~pp O O d O T O O T N N O °N _ N N r2 Z yyd clj q.. } Z N G 2 2 Z O = O O O T ;i w (D ...1 w ' m to N w N N N M U-t fn N ai 10 N N V) CD ! N tV ~i -j CL -j CL 'i m C LL a N N N w N LL N M N L ao d d d w r3 g $ d H O L 12 c 05 t v o• x x? o ' o• ~ an d a• zs ` x x x x x x x c~ ~ g v 0 LO y,~ ; v ¢ t> a en ~ r ~ LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: ~O Z t^ 1 Z:!~ DATE OF SURVEY: Z LATEST REVISION: a~ c crs U o z a DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company ❑ 0 • Building Permit Applicant 0 ❑ • Legal description 'Pf erg' ❑ ❑ • Address 0 ❑ . North arrow and scale /a 0 0 House type (rambler, walkout, split w/o, split entry, lookout, etc.) "o 0 0 Directional drainage arrows with slope/gradient % "o ❑ 0 Proposed/existing sewer and water services & invert elevation ❑ 0 Street name ❑ ❑ Driveway (grade & width - in R/W and back of curb, 22' max.) tee' 0 0 Lot Square Footage 0 0 Lot Coverage ELEVATIONS Existing ❑ 0 • Property corners ❑ ❑ o Top of curb at the driveway and property line extensions .'K ❑ ❑ • Elevations of any existing adjacent homes .'V ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches 0,12- 0 • Waterways (pond, stream, etc.) Proposed X 0 0 • Garage floor .K 0 ❑ • Basement floor X ❑ 0 • Lowest exposed elevation (walkout/window) X 0 0 Property corners .V 0 0 Front and rear of home at the foundation PONDING AREA (if applicable) ❑ 0 Easement line ❑ ❑ NWL 0 .PJ 0 HWL ❑ 0 Pond # designation 0 '1? ❑ Emergency Overflow Elevation 0 A?r 0 Pond/Wetland buffer delineation Y 67 Shoreland Zoning Overlay District Y ( Conservation Easements DIMENSIONS ]0' 0 0 Lot lines/Bearings & dimensions ❑ ❑ 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 .8' 0 ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures ❑ ❑ • Retaining wall requirements: Reviewed By: Date 3 G:/FORMS/Building Permit Application Rev. 11-26-04 • N co 876.2 (O r` cA O 0 877.9 1 Lot 2, Block 1, STONEHAVEN 5TH ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 3499 Sawgrass Trail West, Eagan, Minnesota House Model: 4015 Elevation: f3 Buyer: Miller 371 Maximum Slopes o. ,, '.'i'',1g Wall Wig Et: r J Scale 1"= 20"oci M S87°32'07"W (877.5) 878.4 Staked 48.56 cocci oo Benchmark: top of spike elevation =884.72 133.35 (885.8) ,'i 884.7 i 00 8$4.5 875.9 881.5 878.0 X 878.5 X 03 885.3 X (0 J 889.0 X 888.5 CO J Lot area = 11632 SF House area = 2280 SF Porch area = 159 SF Sidewalk area = 29 SF Driveway area = 890 SF Impervious Coverage =28.9% By Dat EAGAN ENGINEERING DEPT. R 6"W 690,6' 2 S ,n/FD Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. General Notes: 1. Grading plan by Pioneee Engineering last dated 5-13-13 was used to determine proposed elevations shown herein. 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. 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. 5. This certificate does not purport to show easements other than those shown on the recorded plat. 6. Bearings shown are based on an assumed datum. PltNEERengineenng CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive Mendota Heights, MN 55120 Ph. : (651) 681-1914 Fax: (651) 681-9488 www.pioneereng.com Benchmark: top of spike elevation =886.17 �1 ' \ 06 \ �c, \ \ 'CP\ \ J \ \ 131 66 Bench Mark: Top Nut Hydrant Lots 6-7 Blk 1 Elev.=886.18 X 000.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation Denotes drainage flow direction A Denotes spike Lowest allowable floor elevation : 878.7 House elevations Lowest Floor Elevation Top Of Foundation Elev. Garage Slab Elev. (Proposed) / As -built : (880.4) / : (888.4) / ® Door : (888.1) / We hereby certify to Lennar Corporation that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota, dated 08/21/13. B Y: Signed:// Pioneer Engineering, P.A. Peter J. Hawkinson, Professional Land Surveyor Minnesota License No. 42299 email-phawkinson®pioneereng.com • Revisions: 1.) 8-23-13 Stake House Project # : 113206007 Folder #: 7498 Drawn by: TSS L A r Certificate of Survey for: Lennar Corporation 16305 36th Ave N Ste #600 Plymouth, MN 55446-4270 Phone: (952) 249-3000 / Fax: (952) 404-1909 (E3 7n12 Pirsnaar PnoinPrrino City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 1"1-1 1LP of L l '/ 2014 RESIDENTIAL PLUMBING PERMIT APPLICATION [ 7' Date: 'X '/G/ Site Address: 3 Ki.pS,9c,se?.? Tenant: .mac ea4 77: Phone: Address / City / Zip: Name: Address: License #: Pcc2a —a 47/‘ J %/f?- d?.JAG✓ ' f f T72 city: G%/ 7 State: /12✓ Zip: Phone: 211" 2" /$ " Lc 7 l Contact: /62)/ /.74 6�1 Email: New Replacement _ Repair _ Rebuild _ Modify Space Work in R.O.W. Description of work: RESIDENTIAL Water Heater Lawn Irrigation ( RPZ / _ PVB) Septic System New Abandonment Water Softener X Add Plumbing Fixtures ( Main / 2 Lower Level) Water Turnaround RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 minimum State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $200.00 if a 5/8" meter is required) $115.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Cali Gopher State One Call at (651) 454-0002 for protection against underground utility damage. CaII 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org 1 hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. App ' n ' Printe am x Applicant's Signature FOR OFFICE USE Ri Meter Related Mete Use BLUE or BLACK Ink r----------------- I For Office Use I I I City of Permit#: 1 Permit Fee: ~~L y 1 I 3830 Pilot Knob Road Eagan MN 55122 RECEIVED Date Received: J) Phone: (651) 675-5675 I I Fax: (651) 675-5694 ~ I 1 Staff: 1 MAY 13 1~_~4 ' 'er SON 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Je Date: Site Address: 3 Unit S ~y Name: hi l, I- e4,- Phone: 4 t -4 7141 Resident/ Owner Address / City / Zip: 3 Y qCI Ste- 0_4..4_5 Applicant is: Owner X_ Contractor Type of Work Description of work: 12 k, h e,,- &Gz Construction Cost: Multi-Family Building: (Yes /No Company:19tc-' ~s( Bw,f'Ak4vr7~ Contact: /9a Contractor Address: ko7 LG Av<, S, City: Ri,r14 -A State: 4 Zip: Phone: ~s l Z "P40 7--kE&ail: License #:44C tl y9 2 9 7 Lead Certificate NA4 -F - )U 7 q9 f-7-/ If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.oopherstateonecall.oro 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 -70k Ran ZQA,-- x Applicant's Printed Name Ap cant's 1gnature Page 1 of 3 DO NOT WRITEBELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) Multi Deck Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of - Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* ;Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION 1Z Valuation Occupancy- ` MCES System Plan Review Code Edition SAC Units (25%_ 100%) 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 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 RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge w. S&W Permit & Surcharge L"o Treatment Plant Copies TOTAL Page 2 of 3 Lot 2, Block 1, STONEHAVEN 5TH ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 3499 Sawgrass Trail West, Eagan, Minnesota ( zz House Model: 4015 Elevation: f3 "t'M'um c1CCa3 Buyer: Miller y'.'A WU Scale 1 0" ' - - n Stoked ~ \ - 6 1 f co ' f tA Benchmark: j l t L) top of spike a t 3 i.3 1 / elevation =884.72 t t i ))W 133.35 t ( t S87°32'07W ' l } 4y t to (885.8) 37.30* 8841 1 t 'n t (877.5) 48.56 ba4.7 6E4 s $84 ll V / t 878.4 875.9 t t D 876.2 4 - - - - - ' 10 10 ( 885.3 a op CP GO <pW a 1 t ~ j.r~ ~ I tt ' / ~ }tw ~ N ~ / t No - - - - - - - 51.6 - - - - - - - - 4417 X✓ eas. « n O 8. r i / 4.o6 01183 1 Q(5N 1 1t 1 (D ~770 k 877.8 6125.47 85-451, S 885. 884.7 f j ~t t 1 885. 1 1 1 l i 877.9 83 ll O 1 1 i 5 1 t ' " cn o ~Z 1 ^ ~ n1 1 o b I, sas.o QPAA f U, m t ~ c~ J 2.D0 f°~, ~ ` ; 605.3 t 1 ` T~ ~ V~ I as m \ PERT ` i say. O / Z 57 t Z \ X cD O t o \ 878.0 x ' ' ' ° / 1 / / s o sas. t t 878,5 X 885.4 / / t t l 881-5 V 1 % 48.E Y ' cr eo % i p \ 878. X o ` $6? Benchmark: d \ e 2~ 0 879.0 X t i ----_top of spike ft r i <$8~ ' Q elevation =886.17 a J \ y q8 e 00 x85.3 x \ 1 0~2 ac cP Z A) 8831 aSe~ 1.i a83A X ~(OQOV9 u4 CL 060.6 / a~ W ✓ lip 00 Q Ja9.7 ~ J' azz a, u. 0 6' 26'' v~ Bench Mark: \ 56g Top Nut Hydrant Lots 6-7 Blk 1 Elev.=886.18 X 000.00 Denotes existing elevation Lot Brea = 116,32 SF ^ r ~ ` ^ ( 000.00 ) Denotes proposed elevation House area = 2280 SF Y 1t' ° R j t Denotes drainage flow direction Porch area = 159 SF A Denotes spike Sidewalk area = 29 SF Driveway area = 890 SF c~ Impervious Coverage =28.97. OS:J ` LAGAN FNGLNEEKING DEPT: Lowest allowable floor elevation 878.7 Construction Notes: 1, lnstaii rock construction entrance. House elevations (Proposed) / As-built 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. Lowest Floor Elevation :(880.4) 4. Contractor must verify driveway design. Top Of Foundation Elev. :(888.4 5. Contractor must verify service elevation prior to construction. .(8881) 6. Add or remove foundation ;edge as required. Garage Slob Elev. ® Door Genercl Notes: 1. Grading plan by Pioneee Engineering last dated 5-13-13 was used to determine proposed elevations shown herein. We hereby certify to Lennor 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 !aws of the direct supervision. State of Minnesota, dated 03/9-1/13. 3. Proposed building dimensions shown are for horilzontal 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 L L is not the responsibility of the surveyor. BY: I 5. This certificate does not purport to show easements other than Peter J, Hawkinson, ro essional Land Surveyor those shown on the recorded plat. Minnesota License No. 4299 6. Bearings shown are hosed on an assumed datum. email -phawkin sonUpioneereng.corn pc isio 1.)8-23_0 sik`"oux Certificate of Survey for: P12NEERengineering Lennor Corporation CIVtLENG1NFFRS LANDPLANNt'.RS LAND5URVPYORti LANDSCAPFAHCMIC's Ph- : (6511 681-1914 16395 36th Ave N Ste #600 2422 Enterprise Drive Fax: (651) 681-9485 Plymouth, MN 55446-4270 ` Mendota I Icibhts, MN 55120 www.pioneereng.com FoldrrProject#: 11 7498 3206007 Drawn b}': TSS Phone: (952) 249-3000 / Fax: (952) 404-19(K) I)r �+ I v l For Office Use . , , C� ::t:e' ' o �: E AGA N AY242019 Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: buildinginspectionsacitvofeagan.com J 019 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 5 23 19 Site Address:_3411 .5 . I t,t • Unit#: Name: tkNV\L. ifV Pho I e: Resident) 3 F 9 512.3 r�� owner Address/City/Zip: l Applicant is: Owner X Contractor T e Of Work, Description of work: &A L l — Lta._ pi (`Ij , Yp Construction Cost: 37263S,/ Multi-Family Building: (Yes /No ) Company: �.5. �a‘rr 1 5A-pur�,64h L Contact: 2tv1 tIf" I Address: 1771 31;.-44, City: 0,oinvytat,,cei. CCntfaCt01 State:Mil) Zip: 55 Phone: ()IL Igq 6EmaiL: &s � i lids License#: ^RC2 73 T 1 Lead Certificate#: If the project is exempt from lead certification, please explain why: V9 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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.citvofeaoan.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 Gop/ler State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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, a rk is not to start without a permit; that the work will be in accordance with the pproved plan in the case of work which requires a review and a proval o Iano. x Ia►P t S cb4 f x . ----e---- ... 11,‘ -__- 1 `^ Applicant's Printed Name Applicant's Signature k DO NOT WRITE BELOW THIS LINE , tel' � f S �r' t. /��/S SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) Single Family — Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi — Deck x Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES 1\ 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 1 III (3(0 0 Occupancy Pr iL MCES System Plan Review Code Edition 06/401 SAC Units (25%_ 100% O Zoning Po City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Ni✓ Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) X(, Final/No C.O. Required Foundation Foundation Before Backfill / HVAC_Service Test Gas Line Air Test_Hood Roof:_Ice &Water _Final _ Pool:_Footings _Air/Gas Tests _Final )( Framing x 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: , Building Inspector )-PI 0er IV i RESIDENTIAL FEES Base Fee s (_ ^p/ r . L V L " Y Surcharge Plan Review it.\„C/11 SAC u City SAC Utility Connection Charge S&W Permit& Surcharge (()/( 50 v / LI, 00 0 Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3 , T �lJ V Yl e 1 EXHIBIT A 1. The property shall be subdivided and platted prior to Final Planned Development approval (Stonehaven 4th Addition). 2. The Final PD for Stonehaven 5th Addition consists of 32 single-family lots, 65'and 75' wide. (The entire development consists of 264 lots and 7 outlots for 362 dwelling units consisting of a mix of 63 85'-foot single-family lots, 95 65-foot single-family lots, 40 twinhome units,65 townhome units and a future multiple-dwelling senior building of up to 100 units.) 3. A Final Planned Development Agreement shall be executed for each phase of the development prior to issuance of a building permit for the phase. The following plans are necessary for each Final Planned Development Agreement: • Final Site Plan • Final Building Elevations • Final Site Lighting Plan • Final Landscaping Plan • Final Signage Plan • Final Off Street Parking Plan • Open Space and Maintenance Plan • Utility Plans(water,sewer and storm) 4. A homeowner's association shall be established for this development. All common property and open space in conservation easements shall be conveyed to and maintained by the homeowner's association, as well as the private streets, the townhome lots and any monument signs or other common amenities. All common lots shall be deeded to the homeowner's association. All association documents shall be in a form acceptable to the city attorney. (Satisfied) 5. Sound attenuation construction standards sufficient to achieve an interior sound level of 45 dBA shall be employed for buildings within the one-mile buffer area of the 60 dB contour. 6. All single-family lots shall have a minimum street frontage of 50 feet. (Satisfied) 7. 65'and 75'wide single-family lots shall satisfy minimum R-1S zoning standards for lot dimensions and area. (Satisfied) 8. .tructure setbacks shall be consistent with those outlined in the City's zoning Ordinance for the corresponding type of housing: 65'and 75'wide single-family lots (R-1S district), Lots 1-21, Block 1 and Lots 1-11 Block 2, Stonehaven 5th Addition. 9. Building coverage shall not exceed 25%for each 65'or 75'wide single-family lot. 10. Building heights shall not exceed 35 feet. 11. Each dwelling unit shall provide a minimum two-stall garage. 12. Building elevation plans shall be provided with the Final Planned Development for each phase of the development. Such plans shall include specific architectural controls (i.e. design elements, building materials, etc.)that are consistent with the City's zoning ordinance,where applicable. 13. This development shall comply with the provisions outlined in Section 11.70, Subdivision 21 of the City Code pertaining to site lighting, trash storage, walkways, interior storage space, etc. Detailed plans Identified in Condition 4 demonstrating compliance shall be provided at the time of Final Planned Development. Lot 2, Block 1 , STONEHAVEN 5TH ADDITION /56/ 7 according to the recorded plat thereof Dakota County, Minnesota Address: 3499 Sawgrass Trail West, Eagan, Minnesota ' House Model: 4015 Elevation: f3 31 ° .Vltnum Slopes Buyer: Miller C: ', 7;:g INaIH Widl Epi. n „>.,„lat'etd J - I n kcj( _ ox \ ,-.7-, , 0 ----- Scale 1"= 20" ^ '' ` i. b -- - 6 n - I ---_ I I ovo iN,t, Iv Benchmark: I I top of spike • a --�- 3 I.3 r I elevation =884.72 ., I S87°32'07"W 133.35 , . II cv / co 0 1 I co I h• 1 (885.8) / 37.30 8$4.5 884.1 11 I 1I II CO (877.5) 48.56 884.7 884.5 884.4 878.4 -- I \ I D 875.9 �-1 u 1 876.2 \I - - - - - - 11 - - - - - - - - �I 11 , n i 1 _ 10 - I zn I O10 I 1 ' 885.3 6 0P Co Co I 17 I M• rn CO rn / I 11 N 19 03- X ,) I '�-'• , II No --- i 51.6 - 8.3 1 4417 7 4.00 �1111.a3 885.4+;� 85.e. �� 11 11 I `/ ' I • 877.8 8 8'4(.5% 885.4 11 0 - BBS.• p l 1 \ I I (n r177.o X •-' 885. 100 , �O I 1 I I 877.9 I ,--__ ----gi.5.4. 5.83 �.c / 1) 1 \ I I I I r/ co. -0 \ .....). j� -5 1 1 cr \ I \\ NSir ` -n c o l; 1 885.0 o \ 11 I II . 0 a]N N % 0 2.00 N A \ i 885.3 \ I \ PERI , o �0 885:. \ \ \ A \ 'i ,a / N .� 10 885,7 \ \ Z '1 o \ I \ n _�i N° \878.0 x `' 0 _' \ ` tiii‘ --1-> I N \ ♦ , 885.9 0 I I 878.5 X , 886.0 ° \ �� 885.4 / I \ I !J 881.5 \ "WV t�8.�1� ----- / 886.1 \ ` WY6 CO C's 0 \ CP 879.1 ------1‘.-- 31 ✓\ I o30 \ 979. X 11 / / / Po P \ 1 ` 6� Benchmark: 4 .00°o` 879.0 x \ 011 i 18a�•21 -- top of spike \ c:.,?,. 1 \ W 1-13'@ / 1 elevation =886.17 \� J -- csr8• 6 r' z g ( 885.3 X \ . / 11 6'66.X/ \\ c°04 a ill \ �» 883.1 - i� Y'''6 , - sea O 889.0 X / ice/ QicOY al 0-4 Q F.�I0 �`'� a �/ 888.5 c'/ S� 6 f il CIC p co �\ .018 oat. c.15-h al ID y4^u�k (� `a 4/g q °46'`Z6 Bench Mark: i RD2OSe� , C d +a _ Se) Top Nut Hydrant Lots 6-7 Blk 1 Wtxkn` E l ev.=886.18 f. , / X 000.00 Denotes existing elevation Lot area = 11632 SF--.-• I G 41 / �_'` A ,C ® ( 000.00 ) Denotes proposedgelevation House area L 2280 SF ���/ R I P� �'vJ {C- Denotes drainage flow direction Porch area;= _159 SF_ ADenotes spike Sidewalk area = 29 SF By •_ /s Driveway area = 890 SF 7V Impervious Coverage =28.9% Date ' EAGAN ENGINEERING DEPT, Lowest allowable floor elevation : 878.7 Construction Notes: 1. Install rock construction entrance. House elevations (Proposed) / As-built 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. Lowest Floor Elevation :(880.4) / 4. Contractor must verify driveway design. Top Of Foundation Elev. :(888.4) / 5. Contractor must verify service elevation prior to construction. :(8881 6. Add or remove foundation ledge as required. Garage Slab Elev. ® Door General Notes: 1. Grading plan by Pioneee Engineering last dated 5-13-13 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 08/21/13. 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: 4./1 i 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: l.)8-23-13 Stake House Certificate of Survey for: PI eNEERengineering Lennar Corporation CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Ph.:(651)681-1914 16305 36th Ave N Ste#600 2422 Enterprise Drive Fax:(651)681-9488 Project#: 113206007 Plymouth,MN 55446-4270 Mendota Heights,MN 55120 www.pioneereng.com Folder#: 7498 Drawn by: TSS Phone:(952)249-3000/Fax:(952)404-1909 0)7011 Pinnn.r PnainPPrino