Loading...
983 Autumn Cir Zs 3 qo~3~q Use BLUE or BLACK Ink e~ I ^-ForO---ffice-- Use t I / l I v~ 21 < Permit v ' - ; Clay of Way I Permit Fee: .7 I 3830 Pilot Knob Road Eagan MN 55122 1/\ Date Received: ' 13 Phone: (651) 675-5675 I Fax: (651) 675-5694 , Y 1 Staff: 1 --J 2013 RESIDENTIAL BUILDING PERMIT APPLICATION 1'3 re Date: Site Address: _9R_3 "I P7 C. 1' to Unit Resident) Name: beAAow C oyn ~~P//hone: 152" 2Y?- c3M6 o Owner Address /City /Zip: I &SOS Ave. PI IWfA $50'6 00 Applicant is: Owner V/ Contractor A I i4Li hto jy r= Type of Work Description of work: /vow ~o►~t,S+ruC~"i0►~1 ' orl ~J Construction Cost:~tV5 DOD Multi-Family Building: (Yes / No Company: _ Lzin mitr Contact: A441741'_ eemund Contractor Address: 379 5pri hI>~ pk tt City: got. ate( State: MA) Zip: _55123 Phone: 12 - 298 - 779~P License / ql3 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?,,o Yes No If yes, date and address of master plan: A-1,, jC n T& Licensed Plumber: E14nc(e - Mid / R km brrlQ Phone: 952 y~92 tt p Mechanical Contractor: it Phone: Sewer & Water Contractor: rkQ Phone: G51 2V& 312 NOTE: Plans and supporting docu ents that you submit are considered to be public information. Portions of the information may be classified as non-public If you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours _ before you intend to dig to receive locates of underground utilities. www.gouherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit Issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit Issuance. X11440 *'k" vYld - x Applicants Printed Name Applicants Signature Page 1 of 3 AU+ O NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family - Garage - Porch (4-Season) _ Exterior Alteration (Single Family) _ Multi - Deck - Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of _ Plex _ Lower Level _ Pool _ Miscellaneous _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition SAC Units (25% X, 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 Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests Final- Framing Siding: -Stucco Lath -Stone Lat Brick Fireplace: Rough In Air Test Final" *N Windows Insulation Retaining Wall: - Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee Surcharge { 2 / (~~~3- , 1JK J`(r b Plan Review MCES SAC T ((p i l City SAC 0) Utility Connection Charge (/I S&W Permit & Surcharge Treatment Plant Copies -?f ~J TOTAL N ~VIJ ~ 3t v ! on, ge 2 of 3 T ' ~ 1v`~z13 New Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1 101.9. Mailing Address of the Dwelling or Dneaing Unit city 983 AUTUMN CIRCLE EAGAN Name of Residential Contractor MN Ucense Number THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Fan ) r0/l y Active (With fan and nionotneter or v F a other systern ntoniforing device ) cls ° a o r G n w re o Insulation Location z proo U O w E°- A z w i 12 w ~i Other Please Describe Here Below Entire Slab X Foundation Wall 10 INTERIOR Perimeter of Slab on Grade X Rim Joist (Foundation) 1101 1 INTERIOR Rim Joist (1't Floor+) 10 INTERIOR Wall 21 Ceiling, flat 44 Ceiling, vaulted 44 Bay 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 door) U; 0.29 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 CooliD System X Not uired per mech. code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH110XP48C GPVH50N 13ACX-042-230 Describe: Input in 110,000 Capacity in j Output in 3 5 Other, describe: Rating or Size BTUS: Gallons: Tons: Heat toss: 8,802 Heat Gain: 31,096 Location of duct or system: Structure°s Calculated AFUEor SEER 13 HsPt-^ra 93 Calculated 37,092 Efficiency coolie load: Cfm's PLAN 4013 " round duct OR Mechanical Ventilation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two f imaces 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: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in dins: Low: High; Location of duct or system: X Continuous exhausting fan(s) rated capacity in cGns: 3 fans cunt low, total 100cfin ]Mechanical Room location of fan(s), describe: Owners bath, Main 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" O.C. R-21 batt insulation with 1/2" gypsum board oof Construction: Plan Reviewed: Peaked roof with manufactured trusses 24" O.C. Roof vents Shingles Information Submitted: 15# felt Annotated architectural drawings including: 1/2" sheathing Blown insulation R-44 Windows: Atrium 5/8" gypsum board Swinging Patio Doors: Atrium Entry Doors: Therma Tru Mechanical Ventilation System: Skylights: N/A 3-ton central air conditioning unit Compliance with STC Requirements: Window, Door Frame, Perimeter and Other Seals: All window and door openings are to be caulked Average window/wall area for exterior wall: ~~•9 with butyl-based caulk With this window/wall area ratio and STC 40 walls, windows Fireplace Chimney Cap: with an STC 30 can be used to meet the noise reduction Built-in flue damper, chimney cap, glass enclosed requirements; Ventilation Duct Exterior Wall Penetrations: Summary: All exterior ducts will have bends as required by the ordinance Other measures including duct bends and caulking are being taken to ensure minimum transmission of noise through the Door and Window Construction: exterior building shell so that the construction should meet Windows: Atrium (30 STC) the compatibility guidelines. Sliding Patio Doors: Atrium (30 STC) Therefore, the materials and construction as proposed should meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC) Skylights: N/A Review Completed (date): • Other Exterior Wall Penetrations: Review Completed by: Tom Tamte Sill sealer between plates and blocks Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal farms and instructions are available at the City t wb,siteond at, City ed in "dfa'piicate.atthe time of appfiestiori of a mechanical permit for newe co neAdditlana! forms may be dovirnPoaded and printed atubmit- : Site address p Contractor G HA Al : ~ c [ Date a i~ zoo 3 j~/j Completed G /YC G ~e..~ sv t O~ Sectlon A Ventilation quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including Basement=finished or unfinished) Gj `~y Total required ventilation / ! 4) Number of bedrooms 5 Continuousventi lat[on Directions Determnre tfie total 'and. continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table andequatron are below. Table (41104.2 Total and Continuous Ventilation at s e.(in cfm)... Numb.erof Bedrooms 5 6 a Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total sq. ft.) continuous continuous continuous . continuous -continuous continuous 1000=1500 60/40 75/4Q 90/45 105/53 120/60 1501-2000 70/40 85/43. 100/50; 115/58 130/65 145(73; ' . 2001-2500 80/40 95/48 110/55 125/ti3 140/70.;, 155/78:;,; '.2501"-3000 .:.90/45: ;105/53 a001-3500 100/50 115/58 13%65 145/73 160/80 175%88; 3501-4000 11%55 125/63 :;140/70:......, SS/78: >1,70f85:..; 185/93' 4001-4500 - ;120j6t? :135/68.;. :,:150/75:; 165/$3: `1$0/9l}: 195/98 4501-5000 130165 145/73.: 160/80 575[88:; 190/95 245/103 5001-5500 0170: 155/78::. 170/85... 185/93: 200[100.: 215/108 5501 6000 150%75 165/83: 180/90.: 195/4$ 210/105. 225413 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 oorair to equal the total ventilation rate'average, for each one-hour period according to the above table or equation. For heat recovery ventilators W ) and energy recoveryventila- tors (ERV) the average hourly ventilation.capacity must be determined in consideration of any reduction of exfiaust qr 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 cfmshall be provided, on.a con- tinuous rate average for each one-hour period The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:iSAFETYUMVent-makeup comb. air submittal (2).docx Page 1 of 6 Section. i3 Ventilatlon'Method` (Choose either balanced or exhaust oni Balanced HRV (Heat Recovery Ventilator) or ERV (Energy Recov: Exhaust only ery Ventilator) r cfm of unit In low must not exceed continuous vents Continuous fan rating in cfrn lotion rating by more than 100%. Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed J continuous venttlation ratin by more than 100%} 1C>o~ Directions - Choose the method of ventilation, balanced or exhaust onlyy. B.olanced ventilation systems are #ypically NRV or ER V's. Enter the low and high cfm amounts. Low c 1m airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a largerfan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location- Continuous Intermittent 30 did 0 3~4 Q'f~ wt) Directions - The, ventilation fan schedule should describe what the fan Isfor, 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 antl less than 100% greater than the continuous rate (for tnstance; rf the low cirri is 40 cfm, the, continuous vents/btlon fan must not exceed 8O cfrn.) Automatic controls may allow the use of a larger fan that is operated a percentages of each hour. Section D Ventilation Controk (Describe operation and control of the continuous and inter ittentventilation). Gr i Ja. . Directions Describe the operation of the ventrldtlon system. There should be adequate detail for plan reviewers and Inspectors to verify design and + Installation compllance Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. if exhaust fans are used for building ventilation, describe the operation and location of any controls, fn. dicators and legends. !f do ERV or HRY Is to be Installed, describe how It wfllbe installed if it will be connected and Interfaced with the air handing. equipment, please describe such connections as derailed in the manufactures' Installation instructions if the in air h stallation instructions require or recommend the equipment to be Interlocked with the andling equipment far proper operation, such interconnection shall be made and described. Section E Make-up air E-rl rmined from calculations from Table 501.3.1) termined from calculations from Table SOi.3.1) ith exhaust device (determined from calculation from Table 501.3.1) e: or system ventilation make-up air: Deter mined from makg-up air opening table 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.50131 must be filled out (see below). For most new installations, column A will be appropriate, however, ff atmospherically vented appliances orsolid.fuel appliances are installed; use the appropriate column. For exlsting dwellings, see !MC 50133. Please note, ¢ the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table. Sol -i and size the opening Transfer the cfm; site of opening and type . (round, rectgngulbr, flex or rigid) to the last fine of section D. The make-up airsupply must be installed per IMC501.1Z.3. Table 501:3.5 PROCEDURE TO DETERMINE MAKEUP A(R QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be reciulred for combustlon ap fiances, see KAIR method for calculations} One or multiple power one or multiple fan- One atmospherically vent Multiple atmosphericat- 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 A Column B Column C Column O 1. . a) pressure factor 0.15 0.09 0.06 0,03 fm/sf) b) conditioned floorarea (sf) (including unfinished basements) ry Estimated House Infiltration (dm); (la` ,x.1b1 2. Exhaust Capacity k.` a) continuous exhaust-only Ventilation system (cfm); (not applicable to 6a- lanced ventilatlon systems such as H RV b)'dothes dryer (cfm13S 135 135 135 c):80% of largest exhaust rating (cfm); Kitchen hood typically; r X -?do (not applicable if recirculating system or if powered makeup air is elecfri[ally / interlocked and match to'exhaust)`. dI a of next largest exhaust rating Win); bath fan typically (not applicable if recircuiatin Not g system or If powered makeup air is electrically Applicable interlocked and matched to.exfiaust)' 'Total Exhaust Capacity( cfrri); [2a + 2b +2c+ 2d] 3 Makeup Air Quantity orn - a) total exhaust capacity„(from above) ti} estimatedhouse infiltration (from above) Makeup Air Quantity (cfm (3a:--734 (if value is negative, no makeup air is / ~ ~~J needed V 4 For makeup Air Opening Sizing, refer to Table 501.4;.2 _NA A. Use this column if there are other than fan-assisted or atmospherically vented gas or all appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) 0. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) . C. Use this column If there Is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. 0. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solld 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 Multlple atmospherically vent, direct vent m' assisted appliances and vented gas or oil ap- vented gas or oil ap- Duct dl- power vent or direct pllance or one solid fuel pliances or solid fuel ameter lion appliances or no cam' ion applia ance es 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 18-2B 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 dam er Passive opening 540-679 333-419 231-290 143-179 11 w/motorized damper Powered makeup air >679 11 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90 degree elbow to determine the remaining length of straight duct allowable. e. If flexible. duct is used, Increase the duct diameter by one Inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited In passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type r 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 fallow 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 Calculatlon Method (for Furnace; boiler and/or Wafer Heater in the Same Space Step 1: Complete vented combustion appliance information. Furnace/Boiler. _ Draft Hood Fan Assisted Direct Vent Input: Btu/hr lp~ or Power Vent Water Heater: Draft Hood Fan Assisted _ Direct Vent Input: % _o/ L1w Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances, rr~~ The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft' LxWxH L W H Step 3: Determine Air Changes per Hour (ACH)l 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; ft' Volume (TRV) if CAS.Volume. (from Step 21Isgreater than TRV then no outdoor openings are needed. If CAS:Volume (from Step 2) is less than TRV then go to STEP S. r` Ab. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total 8tu/hr input of all €an-asiisted and power vent appliances Input: g0A6eX) Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ~ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: etu/hr Use Natural draft Appliances column In Table E-1 to find RVNDA: W Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA+RVNDA TRV TRV ft' If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Ste 2 Is less than TRV then go to. STEP 5: 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= 62 176, / 3ax~ = g f Step 6: Calculate Reduction Factor (RF). 7 RF =1 minus Ratio RF =1 -7 / = r 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; V4000 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divi lid by 3000 Btu/hr per in' CAOA = (j CXX) / 3000 Btu/hr per In2 = 13.3-3 Inx Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA t 'S.33 x , 621 3r (0 in' Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD =1.13 multiplied by the square root of minimum CAOA CAOD =1,13 V Minimum CAOA - 02. /V ln. diameter o 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 i i Project Summa Job: 4013 wrightsoft° Date: August 30, 2012 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 WATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-445-4692 Fax: 952-445.7487 Email: SALES@ELANDERMECHANICAL.COM ~Jp Project Information For: /t'J~ N~~~crwr~v ~irc/P Notes: u,//)- I101oon ~c Ut'3Z. ` ~ , 65 2- A ~►l, s~f~ 37 Design 22 r Information Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -95 OF Outside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 85 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 26 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 64890 Btuh Structure 28127 Btuh Ducts 1597 Btuh Ducts 569 Btuh Central vent (100 cfm) 9079 Btuh Central vent (100 cfm) 9377 Btuh Humidification 12444 Btuh Blower 1024 Btuh Piping 0 Btuh Equipment load 88002 Btuh Use manufacturer's data y Rate/swing muitiplier 1.00 Infiltration Equipment sensible load 31096 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 4178 Btuh Ducts 97 Btuh Area (ft' Heating Cooling Central vent (100 cfm) 1722 Btuh 4930 4930 Equipment latent load 5996 Btuh Volume (ft3) 31644 31644 Air changes/hour 0.35 0.35 Equipment total load 37092 Btuh Equiv. AVF (cfm) 185 185 Req. total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH110P48C-* Cond 13ACX-042-230`12 GAMA ID 4119048 Coil C33-43'`++TDR ARI ref no. 3661202 Efficiency 93 AFUE Efficiency 10.9 EER, 13 SEER Heating input 110000 Btuh Sensible cooling 29050 Btuh Heating output 104000 Btuh Latent cooling 12450 Btuh Temperature rise 70 OF Total cooling 41500 Btuh Actual air flow 1383 cfm Actual air flow 1383 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.048 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 1 -Pk- wrighlCSdit- Right-SulteS Universal 8.0.04RSU13410 2013-Feb-0113:26:29 AC& ...Cott$ Items to Save1wrightsoR Heat LosslLennar 4013 Eagan.rup Calc = MJ8 Front Door Noes., Page 1 ug Job: Component Constructions Data: A4013 wrightsott9 Aug ust 30, 2012 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-445-4692 Fax: 952-445.7487 Email: SALESQELANDERMECHANICAL.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 (gr/lb) 54.5 26.1 Dry bulb (OF) -15 88 Infiltration: Daily range (°F) - 19 (M) Method Simplified Wet bulb (°F) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area u-value Insul R Htg HTM Loss Clg HTM Gain it' Btu1fft'--°F 11MR13tuh Btuh#P 131011 BtuhXt' Bluh Walls 1217-0sw: Frm wall, vni ext, r-21 cav ins, 1/2" gypsum board Int fnsh, n 917 0.065 21.0 5.52 5068 0.89 814 2"x6" wood frm a 569 0.065 21.0 5.53 3144 0.89 505 S 836 0.065 21.0 5.52 4618 0.89 742 W 828 0.065 21.0 5.52 4576 0.89 735 all 3150 0.065 21.0 5.52 17406 0.89 2795 15B-10sfc-8: Bg wall, heavy dryor light damp soil, concrete wall, n 384 0.050 10.0 4.25 1632 0 0 r-10 Ins, 8" thk a 336 0.050 10.0 4.25 1428 0 0 s 448 0.050 10.0 4.25 1904 0 0 all 1070 0.050 10.0 3.99 4274 0 0 Partitions (none) Windows 61A: VINYL Insulated Glass Double Hung; NFRC rated n 53 0.290 0 24.6 1306 9.21 488 (SHGC=0.29) s 115 0.290 0 24.6 2835 17.2 1981 W 210 0.290 0 24.6 5172 30.8 6461 W 75 0.290 0 24.6 1849 30.8 2309 all 453 0.290 0 24.7 11162 24.8 11239 61A: VINYL Insulated Glass Double Hung; NFRC rated n 41 0.290 0 24.6 1006 9.40 383 (SHGC=0.30) w 23 0.290 0 24.7 562 31.7 723 all 64 0.290 0 24.6 1568 17.4 1107 61A: VINYL Insulated Glass Double Hung-, NFRC rated a 103 0.290 0 24.6 2537 28.0 2881 (SHGC=0.26) s 17 0.290 0 24.6 421 15.8 270 all 120 0.290 0 24.6 2958 26.3 3151 Doors 11J0: Door, mill fbrgl type n 21 0.600 6.3 51.0 1071 14.9 313 IS 42 0.600 6.3 51.0 2142 14.9 626 all 63 0.600 6.3 51.0 3213 14.9 939 Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof mat, r-44 cell ins, 2014 0.022 44.0 1.87 3766 0.84 1699 5/8" gypsum board int fnsh A 'Pk- wrightsofY Right-Suitea Universal 8.0.04 RSU13410 2013-Feb-01 13:26:29 AXK ...cotts items to Saveiwrightsoft Heat LossWennar4013 Eagan rup Calc = MJB Front Door faces: Page 1 Floors 20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-5 ext ins, r-38 168 0.030 38.0 2.55 428 0.25 42 cav ins, amb ovr 20P-38c: Fir floor, frm flr, 12" thkns, carpet fir fnsh, r-5 ext ins, r-38 274 0.030 38.0 2.55 699 0.25 69 cav ins, gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1572 0.020 0 1.70 2672 0 0 -Fk wrllghtsoft- Right-Suite®Universal 8.0,04RSU13410 2013-Feb-0113:26:29 /Itt,,A ...cotts Items to Sava Wrightsoft Heat LosslLennar 4013 Eagan.rup Calc - MJS Front Door races: Page 2 I I U ~ NA r w Q 40 u. x mom" I ~ ` `J : R ` C7 L i.~- N r r N r r e- M r (O r r r M r e- N r r Z'12 > c 0 y or H O' m O w w w n d.0 a Q V p D u❑-i N a } r t° Q M M a 0 0 0 x S 2~ ap g m M a o a Y A W a z W a Imo- a ,z Q a ro Q J uwa 0° m O m m 4° 3 S' A a a a a Ca'J g y~ 07 n O O N tR ^ N W N Q W co O X N N N X N N N O m w X X X 7 m ` In N n Y ^ n kn to It N Q U~:.: (n z X X X X X X pX t~ X r O co X X X H7 X X X X X X r r Q O m a0 O ~3 tp -1 ^,Z M N V M N N V' A N M t0.7. N M 1+07 8 N N h Q (D a- V ti U'j U° 7u w w w w w w w w w w w u7 m w w w w w w w w w z z z z z z z z z z z z z z z z z z z z z z z C) g a 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MO C7 a 'DO z z z z z z z z z z z z z z z z z z z z z z z ,.:F4 M C) z C? crj :D Nt -1 V N O Q W c*> U ¢ co zu X rn u1 6 a 2 V) C7 R°7 w 0. a m d w C) Cli v~ o' w x M a to w= U U U UC U g a a s 0. 1i O. Q a vi N vi to y y N UJ p w ui Of ° a a s o o a 0 a ° v1 tq w o 0 C7 y F m cUn v0i ai FU y F F U OR ❑ U' (1 ❑ N tlJ fA U a ti o S? a cn rn o CO b 0 H ( y U K Ix F-- 1- m U) T a a 0 U Cl) of. U Q' U C7 (n O I- U Q O o U Q F- h- U U U F- U t- O (D ❑ N o J C3 C9 C7 U M V) to fn V7 m fA t0 m t/S tO U Q C.9 U' M of U' U U a Co C7 U U aCr! U t7 t9 C7 t- d p 0U N z z N < U ( CO ¢ Z Q Q¢ ai 4 a a 0 c~ a c~ o a 0 0 c~ c~ da ca c~ ca ca 7 u w z ¢ 0 z¢ z z a z z? t~li z z z z z z z z z z z _j a N z G T x T w z T w x x T x x - r x x x x W . z 0 z 0 z J C7 C9 Q a' (9 U' U' I7 cC C7 [7 C9 C7 'U w x ❑ X 0 W > zz ~❑zzzz2ozzzzzX Q C7 0 U W LL U) (1) LL cn N N p V) v~ to to to p rn rn rA w 0 _ w W W Z z QHj o 0 o a o o¢ o N o 0 0 0 0 o o c~ o a o a o z D a a Qcoo Q = V Z O Z Z N N N N N N O O O O O O O 4 O O 0 x c 3: 7: n° `1v z ° i 2 S z w co J t w Q7 U) N co U N U y U N M N y U N U M co to to VJ. U) N (n N Jr~ J . p a x o sar7 0 0 N t', r LL N N N C H 0 Q lb fD j"• V 3 `O d 4 d O 4 m 4 O = d co d O ` O d o AIA CL V N d 4. 0 m N 8 1n ly v In O i~ to f0 '4 m (~O c~ t0 m V- K7 47 a. CL o o a 7c~ v $ 9 0 0 o Q X a o o N 0 16. 3 w C a M In m 1~+ `M N t~S M m M c~ M l~ N M N U4v a. rn u~ 5 'Ss N cr- N{ ~ n O a p ~ `o z 000 0.. CL CL U Q F N tea N w J 0 X N .pz x r U` W m o 'o, N A I a Oq U < z z o o U :D °a w z z O. Z'uT J Q U` V Q Y co Ltl toN g, U) M m V CO L) Z Q U x rn aca.a~ M (f) to n v co m Q J z L) 1 0 z J U' N u 0 U. 2 w V) CL c!) O t~ N Z z S f/) z p Z c~ o z rn L o x J O G. N ik Q 4) r O U- N N C = Bala g. 6 X x 'p a CL a'', a v y3 ~ N ~ fv M CL m ca = ' LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: Q 3"'d 4j DATE OF SURVEY: Z I LATEST REVISION: m c t U O z Q DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company ❑ ❑ . Building Permit Applicant ❑ ❑ . Legal description ,B ❑ ❑ • Address .+!r 11 ❑ • North arrow and scale efl ❑ ❑ . House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ • Directional drainage arrows with slope/gradient % ❑ ❑ . Proposed/existing sewer and water services & invert elevation ❑ ❑ • Street name ❑ ❑ . Driveway (grade & width - in R/W and back of curb, 22' max.) 'z 11 11 * Lot Square Footage '1 ❑ ❑ • Lot Coverage ELEVATIONS Existinq ❑ ❑ . Property corners fd ❑ ❑ • Top of curb at the driveway and property line extensions ❑ ❑ . Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ . Waterways (pond, stream, etc.) Proposed ❑ ❑ . Garage floor ❑ ❑ . Basement floor ❑ ❑ . Lowest exposed elevation (walkout/window) ❑ ❑ . Property corners ❑ ❑ . Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ . Easement line ❑ ❑ . NWL ❑ ❑ . HWL ❑ ~1 ❑ • Pond # designation ❑ ;y ❑ . Emergency Overflow Elevation ❑ ~21 ❑ . Pond/Wetland buffer delineation Y (N7 . Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ,B ❑ . ❑ . Lot lines/Bearings & dimensions ~P1 ❑ ❑ . Right-of-way and street width (to back of curb) ~Y ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 17 ❑ ❑ . Show all easements of record and any City utilities within those easements ❑ ❑ . Setbacks of proposed structure an s' and setback of adjacent existing structures ❑ ❑ . Retaining wall requirements: / Reviewed By: Date G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 P19NEERengineefing 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: LEN N AR HOMES 3.1 Maximum Slopes ADDRESS: 983 AUTUMN CIRCLE, EAGAN, MINNESOTA Of Retaining Wall Will ~ ~~Ul~ BUYER: JOHNSON MODEL: 4013 ELEVATION: B WATER QUALITY BASIN 2-21P NWL=890.0 H WL= 892.4 577008,04"E NOTES: ` (900.0) 1. INSTALL ROCK CONSTRUCTION ` 7.99 89.20 2ETRANCE N INSTALL SILT FENCE AS NEEDED FOR EROSION CONTROL 'CP o 3. SIDEWALKS SHALL DRAIN AWAY FROM HOUSE A MINIMUM OF 1.0% / 500.2 X,7 7 1 96 uj I ~ l I s M • / 901.2 / - (901.6) ao 901.4 1N00 ?moo O" BENCH MARK: paw NO TOP OF SPIKE / ELEV.=907.27 / mac, o VACANT 0 53 L / NO 901.9\ \ r19O X 900.3 \ \ \ 907/8 ON1 \ --N 00 ~o0 (910.6 ^ ~s ~sz yOp 0 ~ ~ ~ Cis S~ , \ ct~ 00 I o \ 0 08.6 908.71 lbo 5' uJ / ~jJ O„ 908.6 N (o 908. ~i oO ) 892., S Oh /l jO J 116~~ o,~~ C9~9 905.3 S/ J s o0 cF 1 906.6 / (908.7) 0 ~,~0 ~~OSF \ \ / O q 9J-~ 908.6 0 t& gob. 9 S6~'O ~s ~1 66 0013 N ~O 911.3 Q' p 0 BENCH MARK: ^ 912.6 ~9103.6 ~ TOP OF SPIKE ELEV.=908.88 rn EXISTING 908.9 v 0) HOUSE (UNDER CONSTRUCTION) R.O.W. - 60.0 AUTUMN clRCL >-I E ~ LOT AREA =14159 SF 1001 HOUSE AREA =2274 SF 972.11 PORCH AREA = 360 SF TPTNH DRIVEWAY AREA =1014 SF NOTE: ADD FOUNDATION LEDGE AS REQUIRED COVERAGE = 25.8% BUILDING COVERAGE =18.6% NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 9/22/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL BENCH MARK: LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO~ TOP NUT HYDRANT LOTS 3-4 BLK 1 CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. l.~ ELEV.=912.11 NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC LOWEST ALLOWABLE FLOOR ELEVATION :902.1 HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. DfliB HOUSE ELEVATIONS (PROPOSED, /ASBUILT NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER 14 THAN THOSE SHOWN ON THE RECORDED PLAT. EAGAN NGIN" 'RING DEM LOWEST FLOOR ELEVATION ; (903.8) NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. TOP OF FOUNDATION ELEV. (911.8) / NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM GARAGE SLAB ELEV. @ DOOR (911.5) WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A DENOTES CONSERVATION POST SURVEY OF THE BOUNDARIES OF: x 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION LOT 2, BLOCK 1, STONEHAVEN 3RD ADDITION DENOTES DRAINAGE FLOW DIRECTION DAKOTA COUNTY, MINNESOTA DENOTES SPIKE IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR C UNDER MY DIRECT SUPERVISION THIS 12TH DAY OF DECEMBER, 2012. REVISED: NOTE: SCALE 1 INCH = 20 FEET 12/13/12 STAKE HOUSE SIGNED: PIONEER ENGINEERING, P.A. ~ BY: 7352 112229005 KTH Peter J. Hawkinson License No. 42299 Use BLUE or BLACK Ink l For Office Usef l j Permit City of Ea~~~ I 1 I Permit Fee: ~ 1 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 1 staff. I 2013 RESIDENTIAL BUI DING PERMIT APPLICATION Date ..3 Site Address: /'93 A (,e W YK A) Unit ~ I 6 Name: Phone: Resident! Owner Address / City / Zip: Applicant is: Owner Contractor Type of Work Description of work: _ 1< n Construction Cost: Multi-Family Building: (Yes / No ) Company: L X) !L) 0. try Contact: Contractor Address: _163 - 36 rk Ave ►y, 5u t6coitv: State: 1W►) Zip: Sq L Phone: y y9D " ~C7 License /q/3 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: 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.goi)herstateonecall.om 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 Bull Code must be completed within 180 days of rmit Issuance. r r x p) e4i x Per,- 1111;,, 11`11!111J:!~~ Lise Applicant's Prin d Name Applicant's Signature Page 1 of 3 ?3 oqvt+wwi n CAt i, cl< DO NOT WRITE BELOW THIS LINE it SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage _ Single Family Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi eck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) _ 01 of Plex _ Lower Level _ Pool Miscellaneous Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace Repair _ Egress Window Water Damage Retaining Wall *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 Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In Air Test -Final Windows Insulation Retaining Wall: _ Footings _ Backfill ! Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC'r " City SAC Utility Connection Charge / S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 PI$NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Pax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES ADDRESS: 983 AUTUMN CIRCLE, EAGAN, MINNESOTA BUYER: JOHNSON MODEL: 4013 ELEVATION: B WATER QUALITY BASIN 2-2P NWL=890.0 HWL=892.4 S77008'04"E NOTES (90D0) 1. INSTALL ROCK CONSTRUCTION ETRANCE 7.99 89.20 2 N INSTALL SILT FENCE AS NEEDED FOR EROSION CONTROL ° o`er 3. SIDEWALKS SHALL DRAIN AWAY FROM HOUSE A MINIMUM OF 1.07 5 °oozxtn ~i 61 0 (901.6) / o X991.. ~ \ 0 BENCH MARK: o ~f TOP OF SPIKE ELEV.=907.27 VACANT / ?00 6e°µ / Isgot. \ / , rpp X M3 3 W7/ f \ l ` AJy, dQ yo ~ko0 \ \ (910.8) 0 Poll G \ 90 \Q~ + N eon e°>.. ry~ / 70 s / J oo ~F / / / / ~ `L• O 906.6 908.7) o Vq. 00" 'I l'S S 908.6 / O C? i r \ \ J} / \~^'s~ / / 5$89 . ~ \ / / r ppBQ 6~ Qp / r lg~ ~6 ~2, ry a Z~ ~ 6009 Ss .0 J, BENCH MARK: n p126 soxa i~ TOP OF SPIKE rn \ \'u~ ELEV.=908.68 m EXISTING 90&9 HOUSE ( ~ _ I (UNDER CONSTRUCTION) R.O.W. F-- 60.0 AU TUMN CIRCLE LOT AREA =14159 SF ~i HOUSE AREA =2274 SF PORCH AREA = 360 SF °1MX DRIVEWAY AREA =1014 SF COVERAGE = 25.87 NOTE: ADD FOUNDATION LEDGE AS REWIRED BUILDING COVERAGE =18.67 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 9/22/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. BENCH MARK: NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL TOP NUT HYDRANT LOTS 3-4 BLK 1 LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. ELEV.=912.11 NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT LOWEST ALLOWABLE FLOOR ELEVATION :902.1 BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER HOUSE ELEVATIONS :(PROPOSED) /AB I T THAN THOSE SHOWN ON THE RECORDED PLAT. LOWEST FLOOR ELEVATION (903.6) / NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. TOP OF FOUNDATION ELEV. (911.6) / NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM GARAGE SLAB ELEV. ® DOOR (911.5) / WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A DENOTES CONSERVATION POST SURVEY OF THE BOUNDARIES OF: X ODO.DO DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION LOT 2, BLOCK 1, STONEHAVEN 3RD ADDITION - DENOTES DRAINAGE FLOW DIRECTION DAKOTA COUNTY, MINNESOTA A. DENOTES SPIKE IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 12TH DAY OF DECEMBER 2012. 12/13 12 STAKE HOUS SIGNED: PI NEER/ ENGINEERING, P.A. SCALE : 1 INCH = 20 FEET ' A DECK BY: 7352 112229005 KTH Peier J. Hawkinson License No. 42299 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA111673 Date Issued:07/08/2013 Permit Category:ePermit Site Address: 983 Autumn Cir Lot:2 Block: 1 Addition: Stonehaven 3rd PID:10-72702-01-020 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Charles Sundean 8201 Old Central Ave Spring Lake Park, MN 55432 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Us Home Corporation 16305 36th Ave N Ste 600 Minneapolis MN 55446 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature City of Eapn Address: 983 Autumn Cir Zip: 55123 Permit 109213 The following items were I were not completed at the Final Inspection on: Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: GABuilding InspectionsTORMS\Checklists PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA127036 Date Issued:09/19/2014 Permit Category:ePermit Site Address: 983 Autumn Cir Lot:2 Block: 1 Addition: Stonehaven 3rd PID:10-72702-01-020 Use: Description: Sub Type:Residential Work Type:New Description:Garage Heater Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Todd Wedin 591 Citation Drive Fee Summary:ME - Permit Fee (Replacements)$55.00 0801.4088 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael B Johnson 983 Autumn Cir Eagan MN 55123 Elander Mechanical 591 Citation Drive Shakopee MN 55379 (952) 445-4692 Applicant/Permitee: Signature Issued By: Signature For Office Use.e)6q1..) 4 4, ; o,0 Permit#: '-,%„,* .• „.• E AGA N Permit Fee: 'C.:.;)-Ci(461• '...' .,„,... ......„ Date Received: / 3830 PILOT KNOB ROAD I EAGANr , MN 55122-1810 ' --''' (651)675-56751 TDD: (651)454-8535 I FAX: (651)675-5694 Staff: buildinciinspectionscitvofeagan com , , 5 2.018 L .., C Ct 1 6-41 2018 RESIDENTIAL BUILDING PERMIT APPLICATION ,......,.__„, ---- , Name:• / \i lc- k 76 \ .(.\ S 6 r• Phone: 5-- G / /33 b - 3 g5 3 i Resident/ 1 I C..._1\r c C-e f k)...-. iv\,./. s-s--- I Owner Address/City/Zip: 9 c4 3 1-,,,--i-- t.A_iv, "., Applicant is: Owner _.--k Contractor t I Type of Work Description of work: 5 cr , r--;_,I.-, *"‘EIVW60_ A I ji i naart-0 1 Constr ction C t• t / 'c u '1: Multi-Family Building: (Yes /No)c- ) I I. i i -1-k. ,-,71-e t,0(1, L i ;. Company: 'i• C.,I'v k t LI 1,..:i e 1.4..4 r‘\.. H.4 f•---C, r COntaCtiA t- ! 1 Address: 7 -2- A Z-1,-61,_r-(A..ot s.) C.----1-- City I 1 Contractor i t i al 116.60 kk...Zicq Stat. \-"-- Zip: S.5-49.7 Phone: ) i/ Email:."±c^:t e-‘^'0 , 1 Aa i i License#: r-3 c G 0 ( (7 Lead Certificate#: c If the project is exempt from lead certification, please explain why: 1 — - — _ ______ ._ 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: i / Licensed Plumber: Phone: I , : Mechanical Contractor: Phone: I I Sewer&Water Contractor: Phone: i IFire 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-pubiLcAyouprdyide specific reasons that byddidarmit the City to conclude that the are trade secrets. _ _I You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeacian.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approva of plans. er\r c/1,-. 4.,,k....— TL„,•-i-c \,,-,) k .., . / ,a - --- pplicant's Printed Name Applicant's Signature 9 Cg 3 6\A-1)„.....r, C I/ /Sr )- 51-C) DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi _ Deck X Porc (S en azebolPergola) _ Miscellaneous 01 of_Piex — 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 ,2 Valuation „$ �6 Occupancy MCES System Plan Review Code Edition 011442-0 II° SAC Units (25% 100%1-) Zoning pit City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction Vo Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required X, Footings(Addition) ----fFinal!No C.O.Required Foundation HVAC_Gas Service Test Gas Line Air Test Roof:_Ice&Water _FinalPool:_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 WallsOther: Reviewed By: ,Building Inspector 1 le RESIDENTIAL FEES ' ` Base Fee "0 litlfr 1 r Surcharge , 4 ,14,,k,-Pki r ,,, , ye rif Plan Review tMCES SAC r City SACII Utility Connection Charge i+ S&W Permit&Surcharge Treatment Plantg(fti„,„_/ 6 gie v :coo �„ +f/` TOTAL Page 2 of 3 1. --)-selv : M PI erNEERengineering 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 3:1 Maximum Slopee Certificate of Survey for: LENNAR HOMES or Retaining Wall WM ADDRESS: 983 AUTUMN CIRCLE, EAGAN, MINNESOTA Be Required ii BUYER: JOHNSON MODEL: 4013 ELEVATION: B ___ .. WATER QUALITY BASIN 2-2P NWL=890.0 H WL=892.4 S7,ou8'04"E NOTES: N _ _ (900 0) 99 1. INSTALL ROCK CONSTRUCTION ENTRANCE 89'20 2. INSTALL SILT FENCE AS NEEDED FOR o EROSION CONTROL 0`\ 3. SIDEWALKS SHALL DRAIN AWAY FROM `\ HOUSE A MINIMUM OF 1.0% S / '': �''''-'7.8.,-_, � '97,1 V t\lOit ��)1 � 0/tJ �\j' `� _ 900.2 X� i cv / \\.,96, .._. 0 , , :-..-., / , A 901.2 (0,,,,ivoir) (901.6) ^ `� o '? ��� \ /' �� d �,901.4 ,�O O° `moi'. �� I C NCH MARK: ERI 40, \ N BE M TOP OF SPIKE ELEV.=907.27 / irg“""g.s* vp'0 ''0/ \ OLT°1 ).1 i VACANT `\ / / pOp �/i� 77. ,� \ / `� +O x 900.3 e.,\\ 1 907/9 <1 0 \\ r?� \ \ / `gra 00 �`9\` \ /// \ / , \\/� `�S eS � �' ° `? \(910.6) ��n oi J st Gp SS� 7 \ \ (11-1 °). / ' vF0 vAI O0 \\ \ \ OQi`- / '08.6 ` ; \ (� � �1. 7 p � 1° rt� c908 / ` • / \ \ / .7 �9 'gyp 908.6 6(' (1� / '0\ J ,J cO \ if / .`910 ,6^ '906,Grp 9�9 905.3 �� a°ry. v'� / / �5 1 / `� )' O 906.6 `\ / \CP / \ /C --- (908.7) / / o�Pp �� \ '9 �1 / / 9C)*\. � A 1 . • ` T S� 9l-� . 908.6 / '� 00 1 . • \\ s \\\�,6' .,..- -L. / / / 58 8g ,t, l / �o� F 90g 9 61 � ry0 � --- /k �12: 60Og2)` 1/416,60 N6 O,O �' ,/ 911.3 0 LC) BENCH MARK: ^ 972.6 50\3.8 TOP OF SPIKE a? 1 TV" f ��ON \1_!,4ELEV.=908.88 F) EXISTING M 0 '/__ __, -Z`4‘.-.,',11.1 i 2 SOD 908.9 HOUSE (UNDER CONSTRUCTION) _ \N R.O.W. ---------- 60.0 -----/ ------>-IAVTUM Nci ROLE NLOT AREA =14159 SF / 1001 HOUSE AREA =2274 SF ''' 912.11 PORCH AREA = 360 SF 'P'"" DRIVEWAY AREA =1014 SF COVERAGE = 25.8% NOTE: ADD FOUNDATION LEDGE AS REQUIRED BUILDING COVERAGE =18.6% NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 9/22/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL �- - rED BENCH MARK:TOP NUT HYDRANT LOTS 3-4 BLK 1 LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO \@`+J/��/ CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. ELEV.=912.11 NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT By . .t b. / LOWEST ALLOWABLE FLOOR ELEVATION :902.1 BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. Date v HOUSE ELEVATIONS :(PROPOSED)/ASBUILT NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. EAGAN ENGINEERING DEPT. LOWEST FLOOR ELEVATION : (903.8) NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. TOP OF FOUNDATION ELEV. : (911 .8)1 NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM GARAGE SLAB ELEV. @ DOOR : (911.5) / WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A o DENOTES CONSERVATION POST SURVEY OF THE BOUNDARIES OF: X 000.00 DENOTES EXISTING ELEVATION LOT 2, BLOCK 1 , STONEHAVEN 3RD ADDITION ( 000.00 ) DENOTES PROPOSED ELEVATION � DENOTES DRAINAGE FLOW DIRECTION DAKOTA COUNTY, MINNESOTA DENOTES SPIKE n.... IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 12TH DAY OF DECEMBER, 2012. REVISED: NOTE: SIGNED: PIONEER ENGINEERING, P.A. 12/13/12 STAKE HOUSE " SCALE 1 INCH = 20 FEET BY: i. <\� 7352 112229005 KTH Peter J. Hawkinson License No. 42299