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3603 Springwood Ct ` . / qq, Use BLUE or BLACK Ink For Office Use lJ~ 1 C~ I Permit City of e , Permit Fee: 3830 Pilot Knob Road ~ I ' I Eagan MN 55122 Date Received: Phone: (651) 675-5675 - . I I Fax: 1)676-5694 1 Staff: I - ~'/I_ 2012 RESIDENTIAL BUILDING PERMIT APPLICATION C'P Date: Site Address: c5 t,,ti Unit Name: L NA CO Phone: RESIDENT / ~ /Yn / OWNER Address / City / Zip: J 3 C /V ( ,r/ Applicant is: Owner _JZ Contractor fio~4 j S C) vl~ TYPE OF WORK Description of work: /V~ey CD~VS>~/'G o.~ Construction Cost: C911i Multi-Family Building: (Yes / No Company: 1-6VA1 Contact: /'rl x-el e!% //ecJa~ CONTRACTOR Address: 4~sivc dd 4~'`°/ City: C}~(~ State: MN Ziip- S: Phone: License ~ W_? Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a si liar plan based on a master plan?? _Yes 4No If yes, date and address of master plan: -S _ is Licensed Plumber: We /Grsl►i Phone: Mechanical Contractor: fv Phone:: Sewer & Water Contractor: fly Phon46- ,r/~ o~~~ NOTE. Plans and supporting documents at you submit are considered to be public information. Portions of the information may be classified as non-public if you 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 (851) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.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. AVCt//"6 Applic nt's Pr' ted Name Applicant' gnature Page 1 of 3 00 NOT WRITE BELOW THIS LINE C~ 7 O C~ 5~ 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 ORK 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 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 60 Fire Sprinklers Type of Construction Width t 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 Tests -Final Framing Siding: -Stucco Lat,Stone La -Brick Fireplace:%Rough In ` Air Test Fina Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control SheetrockC Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee . Ii Surcharge Plan Review r ~ MCES SAC *)v X 90t 2 3 1 1400 City SAC Y x {`a fir Utility Connection Charge / Lj S&W Permit & Surcharge . Treatment Plant Copies TOTAL l a Page 2 of 3 del New Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Dine Cerlinc re Poste the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table Nl 101.8. v falling Address of the Dwelling or Dwelling Unit City 3603 SPRINGWOOD COURT EAGAN Name of Residential Contractor h IN License 'um r Lennar THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X passive (No f an ) o y ~ T Active (tVith fan and mononreter or F a other system monitoring device ) O o, 3 U _ iii tL v ¢ o m V m m 3~i U 2 > O uyi N O !I SZ g z= C o_ y 0 NO to S 0a M o o E E 79 d H a'~ Z LE iE, [z tg w ix Other Please Describe Here Below Entire Slab X Foundation Wall 1 D INTERIOR Perimeter of Slab on Grade X Rim Joist (Foundation) 10 INTERIOR Rim Joist (1st Floor+) 10 INTERIOR Wall 21 Ceiling, fiat 44 . Ceiling, vaulted 44 Buy Windows or cantilevered areas. 38 21 10 : - 5 Bonus room over garage X Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one floor) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 -8111-value MECHANICAL SYSTEMS Make-up Air Select a 7),pe Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural Gas Natural Gas, Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Mlodel: ML193UH11OP48 GPVH50N 13ACX-048-230 Describe: Input in 110,000 " Capacity in output in 4 Other, describe: Rating or Size BTUS: Cdlons: So Tons: Heat Loss: Heat Gain: Location of duct or system: Structure's Calculated 89,777 33,157 AFUE or SEER: 13 HSPF% 93 Calculated 39,915 Efficiency eoolin load: Cfni s PLAN 6012 " round duct OR Mechanical Ventilation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech. code Select Type X Passive Heat Recover Ventilator (HRV) Capacity in cfms: p3faE w: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: High: Location of duct or system: X Continuous exhausting fan(s) rated capacity in cfms: ns cont. I.. total 100cfm Mechanical Room Location of fan(s), describe: Owners Bath and J&J Bath and 3/4 Bath Cfm's Capacity continuous ventilation rate in cfms: 100 6" Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 475 " metal duct Created by BAM version 052009 PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE Subrnitter: Compliance with Procedures to Ensure Noise Impact Area Adequate Noise Attenuation: Lennar Airport - MSP International 16305 36th Ave. No. Noise Zone - 4 Exterior wall construction: Suite 600 LP Smart Board Plymouth, MN 55446 15/32" sheathing New Infill Residence is a "COND" Tyvek wrap 952-249-3000 use in Noise Zone 4 2x6 studs 16" O.C. R-21 batt insulation with 1/2" gypsum board Plan Reviewed: Roof Construction: Peaked roof with manufactured trusses 24" O.C. Roof vents Information Submitted: Shingles Annotated architectural drawings including: 1/22" " 1 felt sheathing Windows: Atrium Blown insulation R-44 Swinging Patio Doors: Atrium 5/8" gypsum board 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: 11 Q All window and door openings are to be caulked Average window/wall area for exterior wall: • O 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 requirements; Built-in flue damper, chimney cap, glass enclosed Summary: Ventilation Duct Exterior Wall Penetrations: All exterior ducts will have bends as required Other measures including duct bends and caulking are being by the ordinance taken to ensure minimum transmission of noise through the Door and Window Construction: exterior building shell so that the construction should meet the compatibility Windows: Atrium (30 STC) guidelines. Therefore, the materials and construction as proposed should Sliding Patio Doors: Atrium (30 STC) meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC) Review Completed (date): . Skylights: NIA Review Completed by: Tom Tamte Other Exterior Wall Penetrations: 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 CityANEVIESM website and at City Hall. The completed form must be submit- ted In duplicate at;the;time.of application of a mechanical permit for new constructlon. Additional forms may be downloaded and printed at: Site address Date 4+GU O- -2 / Contractor Completed Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including Basement-finished or unfinished) 7 / Total required ventilation 13 ~U Number of bedrooms S Continuous ventilation 9~ 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 dm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + (15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation -The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation -A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm. shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:ISAFETY MVent-makeup-comb air submittal (2).dom Page 1 of 6 Section B Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust onlyd Oro,"". Vw ery Ventilator) -cfm of unit in low must not exceed continuous vents- Continuous fan rating in cfm lation rating by more than 100%. 166 ell- Low cfm: High dm: Continuous fan rating In cfm (capacity must not exceed continuous ventilation rating by more than 100%) Q?r /n Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low c fm airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent ly A-1 /Y7GS~. 6714 d 1?U 1, a~ 3 sfC ~ ~U Directions- The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low m air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger 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 detallfor 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. f the installation Instructions require or recommend the equipment to be Interlocked with the airhandiing 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 orsolld fuel appliances are installed, use the appropriate column. For existing dwellings, see lMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flexor rigid) to the lost line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power one or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column D Column A Column 8 1. a) pressure factor 0.15 0.09 0.06 0.03 (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House infiltration (cfm): [1a x 2. Exhaust Capacity !r a) continuous exhaust-only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) b) clothes dryer (dm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); 300 X , it Kitchen hood typically (not applicable If recirculating system or if powered makeup air is electrically Z y interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system Not or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm); [2a + 2b +2c+2d) 3. Makeup Air Quantity (dm) a) total exhaust capacity (from above) b) estimated house infiltration (from above Makeup Air Quantity (cfm); [3a-36) (if value is negative, no makeup air is 417. needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A14 I 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 B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47 - 69 29 - 42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening 318-419 195-258 136-179 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 makeu 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 MY- 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 iNo atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type w Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance Installed, use IFGCAppendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 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 Direct Vent Input: Btu/hr or Power Vent Water Heater: X _ Draft Hood X Fan Assisted _ Direct Vent Input: /'/0,060 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: a~ & SS fe 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. If CAS Volume (from Step 2) is less than TRV then go to STEP 5._ 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and powervent appliances Input: ff6gOQG Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: O►?> W 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: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = 31660 TRV ft' If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) Is less than TRV then o to STEP S. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) d Ratio= 01, 6Bp / .3,txaV = • Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF =1- - 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: 3D d_ Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per In2 CAOA = ~v / 3000 Btu/hr per in1= 13.3 3 in= Step 8: Calculate Minimum CAOA. Minimum CAOA-CAOAmultiplied b RF MinimumCAOA= 3) x , / 33 1w 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 up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Page 5 of 6 - - 9htsoft r Project Summary Job: 6012 wri Date: October 10, 2012 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-445.4692 Fax: 952445.7487 Email: SALES@ELANDERMECHANICAL.COM Proiect Information. For: ~~D 3 in (rou~ ~~~t , //v ©vn = S9 77 -7 Notes: v nr ~I y7, saD : .3 Design Information 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 TD 13 OF Daily range M Relative humidity 50 % Moisture difference 26 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 66469 Btuh Structure 30756 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (100 cfm) 9071 Btuh Central vent (100 cfm) 1377 Btuh Humidification 14237 Btuh Blower 1024 Btuh Piping 0 Btuh Equipment load 89777 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33157 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 5037 Btuh Ducts 0 Btuh Heating Cooling Central vent (100 cfm) 1722 Btuh Ar uine (ft3) 44835 4024835 00 Equipment latent load 6759 Btuh Air changes/hour 0.35 0.35 Equipment total load 39915 Btuh Equiv. AVF (cfm) 235 235 Req. total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH110P48C- Cond 13ACX-048-230*11 LAMA ID 4119048 Coil C33-43*++TDR ARI ref no. 3601597 Efficiency 93 AFUE Efficiency 11.0 EER, 13 SEER Heating input 110000 Btuh Sensible cooling 33250 Btuh Heating output 104000 Btuh Latent cooling 14250 Btuh Temperature rise 62 OF Total cooling 47500 Btuh Actual air flow 1583 cfm Actual air flow 1583 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Solditauc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ~ -Pid- wrightsoft• Right-Sudet Universal 8.0.04 RSU13410 2012.Oct-181239:32 ACCA ...Thomas H. ElandeADesktoplwrightsoft Heat Los&Unnar 6012.rup Calc m WB Front Door faces: Pagel wri z Component Constructions Job: 6012 ghtsoft Date: October 10, 2012 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952.445.4692 Fax: 952-445-7487 Email: SALES@ELANDERMECHANICAL.COM Project Information For: Design Conditions Location: Indoor: Heating Cooling Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (grAb) 54.5 26.1 Dry bulb (°F) -15 88 Infiltration: Daily range°F) - 19 ( M) Method Simplified We bulb } - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area 1,11-value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/I11 T IH•"F/Btuh Stub/ft' Btuh WWI. Stuh Walls 12F-Osw: Frm wall, vni ext, r-21 cav Ins, 1/2" gypsum board int Irish, n 893 0.065 21.0 5.52 4934 0.89 792 2"x6" wood frm a 779 0.065 21.0 5.52 4303 0.89 691 IS 1026 0.065 21.0 5.52 5669 0.89 910 w 728 0.065 21.0 5.52 4022 0.89 646 all 3426 0.065 21.0 5.52 18928 0.89 3040 Partitions 12F-Osw: Frm wall, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" 36 0.065 21.0 5.52 199 0.41 15 wood frm 249 0.065 21.0 4.55 1133 0.41 101 all 285 0.065 21.0 4.67 1332 0.41 116 Windows 61 A: VINYL Insulated Glass Double Hung; NFRC rated n 19 0.290 0 24.6 468 9.21 175 (SHGC=0.29) s 54 0.290 0 24.6 1331 17.2 930 w 310 0.290 0 24.7 7646 30.8 9551 all 383 0.290 0 24.7 9445 27.8 10656 61A: VINYL Insulated Glass Double Hung; NFRC rated a 174 0.290 0 24.6 4293 28.0 4876 (SHGC=0.26) s 12 0.290 0 24.6 296 15.8 190 all 186 0.290 0 24.6 4589 27.2 5065 61 A: VINYL Insulated Glass Double Hung; NFRC rated w 41 0.290 0 24.6 1006 31.7 1294 (SHGC=0.30) Doors 11,10: Door, mtl fbrgl type a 21 0.600 6.3 51.0 1071 14.9 313 w 21 0.600 6.3 51.0 1071 14.9 313 n 21 0.600 6.3 42.0 882 14.9 313 all 63 0.600 6.3 48.0 3024 14.9 939 Ceilings i 6CR-44ad: Attic ceiling, asphalt shingles roof mat, r-44 cell ins, 1843 0.022 44.0 1.87 3446 0.84 1555 5/8" gypsum board int fnsh Floors 20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-5 ext ins, r-38 303 0.030 38.0 2.55 773 0.25 76 cav Ins, gar ovr -vid- wrightsoft- Rlght-Suite® Universal 8.0.04 RSU13410 2012-Oct-18 12:39:32 ,455{ ...Thomas H. Ehand.ADesktoplWrightsoft Heat LosstLennar 6012.rup Cate = Wit Front Door faces., Page 1 20P-38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r-5 ext ins, r-38 20 0.030 38.0 2.55 51 0.25 5 cav ins, gar ovr 20P-38w: Fir floor, frm fir, 12" thkns, hrd wd fir fnsh, r-5 ext ins, r-38 24 0.030 38.0 2.55 61 0.25 6 cav ins, gar ovr 21 A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1496 0.020 0 1.70 2543 0 0 wrightscsft- Right-SuINOUniVersal8.0.04RSU13410 2012-Oct-1812:39:32 ...Thomas H. Eland.ADesktop%Wrigtdsott Heat Less\Lennar 6012.rup Cale = MJ8 Front Door faces: Page 2 w w w w w A w rn m co N n~ A o a m o a o 0 3 w w N w w.`. N C C L7 Of7 cX„ nXi nXi X w m rn rn rn X o X ° X° >t j' ° O ° a 'a ,0. C, a a a o a P o `p to m X C - p ~Ct fD ti ~ ~ P O cu ° r -J7 N ~ I, -1 2 6 . 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Copy City of Eapn City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development STONEHAVEN 1St ADDITION Lot Number 1 Block Number 5 Address 3603 Springwood Ct. Builder Lennar Homes Phone Number:-612-490-0975 Contact: Troy Tree Protection Requirements: X Tree Protection Fencing Installed on Site (silt fence to protect trees in backyard area) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Not Required f1 As Follows: 0 t Attachments: X Yes (Refer to at c ocuments for details) No BY- DATE Additional Notes: HAghove\2012file\treepres\Tree Preservation Plan Stonehaven 1" Additio Lot 1 Block 5 P12NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 6819488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES ADDRESS: 3603 SPRINGWOOD COURT, EAGAN, MN BUYER: WELCOME HOME CENTER MODEL: 6012 ELEVATION: B3 i O DuCKWODD DRS 5 /ry~h ~.C . 1 1 t d 903.2 J W 2'f 9 903.3 1 1 134. 903.0 1 i 7929+ 4$ E `T 4 (gp358) i / ~1 N 10. 11 44.0 11 (g03.8) 1 3~ w, (908. 903.7 ` 0 I BENCH MARK' 1 (n l _ t OP , 9 1 'O 1 I .=907.90 o No 1 1 y 1 907.9 4 904,6 O 1 t^O J O 1 1 O _ ~4~ 11 11 4 1 \ X 902.8 c^~p : as9: ..°rt': tll'~ O .1. • 11 ^ 1 ~ ~ 905.1 tnp ~x 4 1 ~v 00 904.7k 'J.63 10 0 1 < 21 50 /v ° 113 -j -~A - 3048 <o &j F i 0i.7 904.9/ . p O E99.2X O/ R~ O• 1 5 ; 0 2.50 °sos.a f 3_• 211 V > \ 6-58 " t __9a_za Miss ^ g 1 \ w~l~ ~ w 3791 rnl-~~ ~ 1 1 ~r 44.00 (907.0 fwj ' w 89(0 (3-6) 94.5 + 48" E -79-29 v 900.9 90a5 BENCH MARK: 909.0 "BENCH OF SPIKE uo I HOUSEG ELEV.=905.67 v LOT AREA =16304 SF HOUSE AREA =2144 SF ` PORCH AREA =202 SIF BENCH MARK: SIDEWALK AREA =77 SF TOP NUT HYDRANT LOTS 1-2 BILK 5 DRIVEWAY AREA =848 SF COVERAGE % ELEV.=908.31 =20.1 BUILDING COVERAGE = 14.4% NOTE: ADD FOUNDATION LEDGE AS REQUIRED NOTE-- GRADING PLAN BY PIONEER ENGINEERING LAST DATED WAS USED LOWEST ALLOWABLE FLOOR ELEVATION :898.5 TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE HOUSE ELEVATIONS :(PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION 900.2) CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS TOP OF FOUNDATION ELEV. : (908.2) ~ NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR . 907.8) HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER DENOTES CONSERVATION POST THAN THOSE SHOWN ON 114E RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVA71ON NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 1, BLOCK 5, 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 13TH DAY OF SEPTEMBER, 2012. REVISED: NOTE: SIGNED: PI iz;: ENEERING, P.A. 9/18/12 STAKE HOUSE 'SCALE 1 INCH = 30 FEET BY: 3498 110162038 Peter j. Hnse No. 42299 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: a DATE OF SURVEY: Z LATEST REVISION: ( I GCS oo& U o z a DOCUMENT STANDARDS ❑ 0 • Registered Land Surveyor signature and company g 0 ❑ • Building Permit Applicant ,9 ❑ ❑ • Legal description ❑ 0 • Address 0 0 . North arrow and scale ❑ 0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.) 9 ❑ ❑ • Directional drainage arrows with slope/gradient % 0 0 • Proposed/existing sewer and water services & invert elevation '.0 0 ❑ • Street name 'i3 0 0 • Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ 0 • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existinq 0 ❑ • Property corners ❑ ❑ • Top of curb at the driveway and property line extensions p ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ~f 0 • Waterways (pond, stream, etc.) Proposed ❑ 0 • Garage floor ❑ ❑ • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) 0 0 • Property corners 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) 0 ❑ • Easement line ❑ Cd 0 • NWL ❑ 0 • HWL ❑ 0 • Pond # designation 0 0 • Emergency Overflow Elevation ❑ 0 • Pond/Wetland buffer delineation Y . Shoreland Zoning Overlay District N • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings & dimensions D ❑ • Right-of-way and street width (to back of curb) f 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 a>stdCy ity u .Iiti at within those easements ❑ ❑ Setbacks of proposed structure and r se tback of adjacent existing structures ❑ ❑ • Retaining wall requirements: V Reviewed By: gwl Dated /Z G:/FORMS/Building Permit Application Rev. 11-26-04 P12NEERengineefing CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES ADDRESS: 3603 SPRINGWOOD COURT, EAGAN, MN BUYER: WELCOME HOME CENTER MODEL: 6012 ELEVATION: B3 PROVIDE AND M a INL TIO NTIL 4~^~ 1 AL URF IS ESTABLISHED OD i 00130000 A) v rte. A ~ INS ~~.a► W iii so gib-iW~~: V r CA 34.29 903. C) w ' t1 g°29' N7 4a (9 035 ~ ~ 11 - ~ -1- _ f • 1 1 (g03.8) 44.00 O _ a ~1 111 1 . (90 \ ` soa.7_I 6 I »°a. W°.~ _ _ - ►i 1~ BENCH MARK: X Z 1 (f) I . o _ . - 11 P TOP OF SPIKE--~'~`/* 1 11 n 'Q 1 ipO 1 ELEV.=907.90 907.9 ^ \ t) 9 Np 1 y tp yon s 01 c^o I o 1. d? 1 11 Z I \ X 902.9 2 I. ►~i . 1 1 O v N 1.. °o.'....'....~.0... 1,. 1 .:c. a.'.'...'.'p. 2.00:: 07 W 1 . e~ .m........ 1.. J 1 1 I d ' " o O 1 t^ O t0 .O 'O O, 905.1 \ 904.71 1 to '-I O 2,1.83 to 0 21 50 / 'f \ 903.7 g04.9, m '00 i fR11 p ~~O.O!' 1 d \ 899.2 X 905.4 ~3.I 0 5 2~ _ v 5 \ 63 8 '1 _ 902.4 19, ° 1 1 `n 37 g1 0 ' 1 1 O 905.7 d1 1 cn 44.00 (807.0) . I' U, 89CS9g•o) ~ 42.36 E I • f* _79°29' 4E„ 900.9 908.5 BENCH MARK: N EXISTING sos.o TOP OF SPIKE HOUSE ELEV.=905.67 B LOT AREA =16304 SF ( 44 jAN J NG1NELRLINvHOUSE AREA =2 SF PORCH AREA =202 02 SF SIDEWALK AREA =77 SF BENCH MARK: DRIVEWAY AREA =848 SF TOP NUT HYDRANT LOTS 1-2 BLK 5 COVERAGE =20.1 % ELEV.=908.31 BUILDING COVERAGE = 14.4% NOTE: ADD FOUNDATION LEDGE AS REQUIRED LOWEST ALLOWABLE FLOOR ELEVATION :898.5 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL / LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION 900.2) CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. (908.2) / NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR 907.8) HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. p IIWI DENOTES CONSERVATION POST NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM A. DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 1, BLOCK 5, 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 13TH DAY OF SEPTEMBER 2012. REVISED: NOTE: SIGNED: P NEER ENGINEERING, P.A. 9/18/12 STAKE HOUSE SCALE 1 INCH = 30 FEET BY: 3498 110162038 Peter J. Hawkinson License No. 42299 To: Re: MEMORANDUM Lennar Corporation Stonehaven Development 6012 Blakely Eagan, MN P1,4.1/1° r Project No. 3.146 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the $t of nne ota. Nick Hanson Date: 6-10-13 Minnesota Registration No. 46665 The purpose of this memorandum is to report the findings of a limited scope structural engineering review of the front garage footing requirements of the girder truss in the Stonehaven Development at the address above. The Hanson Group has reviewed the proposed plans and details and the following is noted: 1. A signed memorandum from The Hanson Group dated 6-4-13 was issued to Lennar Corporation outlining the requirements of a pad foundation for a girder truss point load at the garage wall toward the front bumpout. Refer to this memorandum for specific requirements. The City of Eagan would like further clarification and requirements for existing 6012 Models that have previously been installed without this pad foundation installed. 2. A detailed conversation with the Builder and concrete contractor revealed how existing foundations at this front garage have been constructed and the following information is reported: a. The front garage strip footings are 20" wide by 8" deep unreinforced concrete. b. The frost depth foundation walls are constructed monolithically of 8" nominal width by frost depth below grade. The top portion of the wall is a 6" nominal curb to support the wood framing above. c. A #4 continuous horizontal reinforcing bar is installed in the top 12"-18" of the frost depth foundation walls. d. The soil bearing capacity for all existing 6012 Models is a minimum of 2,000 pounds -per - square -foot. After our review of the reported information and associated documentation, it is our professional engineering opinion that the existing foundations with no pad footings, if constructed as noted above, will be structurally acceptable to resist the required vertical loads with no additional corrective measures. This document applies to the limited scope partial review of the reported foundations of the 6012 Models only. All other aspects of the project are outside the scope of this document and no other conditions, areas, or further engineering within the models were requested or reviewed. No site visit was conducted or requested. The Builder shall verify that the attached detail reflect the existing conditions. All construction is to be in accordance with this document, standard industry practice, and the requirements of the Code. Sincerely, The Hanson Group 4_. T Use BLUE�r BLACK Ink � For Office Use ^ ^ . � ��! � � � �`'v"/ � Pertnit#: � � I � � __ ____- - ___----���y_0�_Ea�a�___ , ��-- ;�s __ _ _ ___ __ ___ ___ _ , ' i Permit Fee: ��— -- �.,��_. 3830 Pilot Knob Road Eagan MN 55122 � Date Received:� � �r I I Phone:(651)675-5675 � - ` I Staff: � I Fax:(651)675-5694 � I ��_������_�__����J 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 7�1/2015 s�teaddress: 3603 Spril'tgWOOd COUI-t Unit#: ' Name: Lennar Homes Pno�e: 612-859-5075 Resident/. 3603 Springwood Court _4wner : address i city i ziP: Applicant is: Owner X Contractor �� ' Type of Work Description of work; BUI�C� tl@W d2Ck �6X2� Construction Cost: ��5,��� Multi-Family Building:(Yes_/No X ) compa�y: Lennar Homes co�ta�t: Chad Drury Contractor Aadress: 16305 36th AVe. N. Suite 600 ��ty, Plymouth ' state: m11 Zip: 55446 phone: 612-859-5075 Email: ChaCl.drury@lennar.com �icense#: BCOO'I 4�3 Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) Home built in 2015 COMPLETE THIS AREA ONI.Y IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan(ssued 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 thaf y.ou submit are considered to be pub.lic informafion. Porfions of the information may be classified as no;n public If you provide speci�c ieasons that wou/d 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 agatnst underground utllity damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aooherstateonecall.ora I hereby acknowledge that this information ls complete and accurate;that the work will be ln conformance with the ordinances and codes of the Clty of Eagan; that I understand thls is not a permit, but only an application for a permlt, and work is not to staR without a permit;that the work will be in accordance with the approved plan In the case of work which requires a review and approva)of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed w(thin 180 days of permtt issuance. ���� X Chad Drury X Applicant's Printed Name Applicant's Signature Page 1 of 3 I � � � � ��� C��- � . ���, � �; � , �`��� __ ---------- ----- ___ ____ ____ _____ ___ __ _- --- __ _------ -----1------------� - _--- �DO NOT WRITE BELOW THIS LINE SUB TYPES ---------Foundation- --Fireplace -- ---Porch-(3--Sreasorr)- Exterior-Alteratbn-(Singie-�amily) ---------- ^ Single Fam11y Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi � Deck _ Porch(Screen/GazebolPergola) � Miscellaneous _ 01 of_Plex _ Lower Level _ Pool _ Accessory Buflding WORK TYPES New _ Interfor Improvement Siding _ Demolish Building* � Addition _ Move Buliding _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ DemoHsh Foundation _ Replace _ Repair ` Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION „�. Valuation � Occupancy � MCES System '"' Plan Review Code Edition �/j SAC Units " (25%_100%� Zoning � City Water �" Census Code �k Stories ---r Booster Pump ^ #of Units / Square Feet � PRV �"' #of Buildings � Length lri Fire Sprinklers -�'' Type of Construction �_ Width � REQUIRED INSPECTIONS Footings(New Buiiding) 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 Firepiace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining Wall:_Footings_Backfili Finai Sheetrock Radon Controi � Fire Walls Erosion Control Braced Walls Other: Reviewed By: � ,Building Inspector RESIDENTIAL FEES '3 3'� � jJ.CGiL. �. /� �/� Sa� � Base Fee / �'� 7-- Surcharge Plan Review �� MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies � a ' TOTAL I Page 2 of 3 I I ! .���� ;.�� j��� � , �:� • � • • �� ���PI NEERen ineer�n � � CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive,Mendota Heights,MN 55120, Phone:(651)681 1914 Fax:(651)681 9488-Pioneereng.com Certificate of Survey for: LENNAR HOMES ADDRESS: 3603 SPRINGWOOD COURT, EAGAN, MN ��� ���'�_''"`�'�!'1 ����`'�� BUYER: WELCOME HOME CENTER MODEL: 6012 ELEVATION: B3 C � .�:i11�'�!! �—_ _�— �— � -. ,, �.,� ,_ .,�.:3� ----� � �� �� � �c � pc � � �� ° � ����� �°�� � �I � '� , pp DR1VE , ;���, 1 n D��KW� ' o '� �' ' ' � � � �- `b'Ih15 - �.� �E�� � 1�� � ��� � so�3.�� ���� � �W 134•29 --„ � � '�i � , „E __--,- � ,% '; .. i1 i ,�. , � d �', �, N79°29 48 (g0�5$ �°�:� i :: '�r� _ � � i �°' P 1 ' � 44.00 �: ; �9p3.8) o ;.. 1 1 � .� •� i _- ` �� �3 .3 � _ - rn � — -" p a. .e°k� ��''0.0 � —�i�BENCH MARK: �X8• ) \ , .. '' sos,�;6 .p -� I_ p � � — � �TOP OF SPIKE--�J- ` °k 2 � NQ I �`� 1 o � o ELEV.=907.90 f ; 907•9 1 �0 1 , � ' J � ' 9oa6�� 01� wl'o � 0 g0 . � 11 �' Z/� I •' :� \ �����•�1..1.'•'..'.•'.'.'.'.'.'.'.'.'.'.'.'.'.'..904.6...---��:.►�.-.'.'.".'.'.'.`�'. '.-. '. � ' W/ � � �f lal..................... ... .'. 1'....:tA''''.'.'�.J..... I .a �� � x so2.s ..�.ti . .9oa:6. ...� .:1�.... ...:.. .�. :i..f,.�30.��,�. �n � I \ •:•.:.�.�. ..1>....�..........�..;......: .�Z ...._.....• .... :. � 1 Q ..r.�. �.�....... ....... � .. ... �. � � . Z -c, ........� .v.. . Q v `a N � �....i....c�?...�.-..cp....,.�� C o ... � � . . ....... � �,'J�� l4�t�icG .....r. 'a..�.....:�.;o:�.. ....o .��...... � � 1 � o r.. o..�.�.�.�.�.�.-.�. `o.�..�.�.�.�:.. r. .00.�. 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U' 37.91 �o •�� 1 � O cp�-�. �'"" o � 1 •�� 10� � 44.�� (907.0, \`�` �I � � U; 89(899.0) I �42�36 \��� � ,�E �. ` °29�48 900.9 soa.s \�`�` BENCH MARK: � � i , °�"� .y�, N7g �eo9.o �TOP OF SPIKE EXISTING I ELEV.=905.67 ��� H OU SE �;' a - O;:.:.; LOT AREA =16304 SF �G� �G�Fr�_u►NG��['o HOUSE AREA =2144 SF PORCH AREA =2p2 SF BENCH MARK: SIDEWALK AREA =77 SF TOP NUT HYDRANT LOTS 1-2 BLK 5 DRIVEWAY AREA =848 SF ELEV.=908.31 COVERAGE =20.1 � BUILDING COVERAGE = 14.4� NOTE: ADD FOUNDATION LEDGE AS REQUIRED LOWEST ALLOWABLE FLOOR ELEVATION :898.5 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS :�PROPOSED��ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR WORIZONTAL D � � i • JO0.2 LOCATC�d OF STRUCTUR€� CN T!-!E LO� ONLY. CORTACT BUlLDER PRlOR TO LOWEST FL00�. EL�4 RTIO�v . � � � CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. . 9OS.Z TOP OF FOUNDATION ELEV. . � ) / NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT . 9O7.S / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. � DOOR . � � HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. � NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER DENOTES CONSERVATION POST THAN THOSE SHOWN ON THE RECOROED PLAT. X 000.00 DENOTES EXISTING ELEVATION NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION �- DENOTES DRAINAGE FLOW DIREC110N NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM —,�— DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPF2�t�A�i��1 OF A SURVEY OF THE BOUNDARIES OF: �������A ,�� ,� LOT 1 , BLOCK 5, STONEHAVEN 1 ST AD��TION_,���'���` DAKOTA COUNTY, MINNESOTA � IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACNA4EN.� EXCEPT AS SHOWN, AS SURVEYED Y E OR UNDER MY DIRECT SUPERVISION THIS 13TH DAY OF SEPTEMBER `°"2f�1"�' --- �/ f1� REVISED: NOTE: -a:` � � �3i"�����.��� ''I� �� � �Q5 � �G� i J 9 78 12 STAKE HOUSE SCALE : 1 INCH = 30 FEET ' BY: 3498 110162038 Peter J. Hawkinson License No. 42299