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3470 Sawgrass Tr E
fiL 7q. `y 10 0 Use BLUE or BLACK Ink yt 1 For Office Usie✓ ^ 7 vl j Permit { 0( D7 17 3 j City of Ea a~ RECEIVE I 7g, Permit Fee: _ 3830 Pilot Knob Road I 1 Eagan MN 55122 FEE 1 0 7014 j Date Received: Phone: (651) 675-5675 I r I Fax: (651) 675-5694 I Staff: v 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: I y Site Address: 3 ~1o Unit Name: Lem n a\(\ Phone: ~~yy,, c Resident/ Owner Address / City / Zip: ions 3&1-!:- Ayi, SK,Ife. 600 p`t/V401 4 MAJ ; Applicant is: Owner ~ Contractor ✓e., Y7 u' -~re~ b Description of work: Ale W H0 JAAQ CD ►%S4rr (,t, f+160 ri rc.t Type of Work Ej Construction Cost: Multi-Family Building: (Yes / No ) Company: VA a Contact: Address: 1I 30S 36-"' , Stt 1* 00 City: PjyV140t4 A Contractor r State: k) Zip: 5~ q& Phone: q Zt~ 1 ~ 300 License l 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: Sa raS5 y Shc/T/y Licensed Plumber; J " `~~aV~Cp I~~ Phone: q52 ^q`I5- q&611 e f i'1 Mechanical Contractor: Phone: q f Sewer & Water Contractor: \l\ U ~"V 6J " ~orfv'~' Phone: 6S , q& - D~ l 1 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 thatthe 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.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued In accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x e VVt to J x Applicant's Printed Name Applicant's Sig attire Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation T Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of - Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION r,. Valuation '30i( OFD Occupancy X& - J MCES System Plan Rev' Code Edition ~ SAC Units (25%_ 100 0 Zoning P10 City Water Y& _ Census Code Q / Stories _ t Booster Pump 41' # of Units / Square Feet 3R PRV ~✓p # of Buildings / Length •31 Fire Sprinklers Type of Construction Width 52 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 ~L Roof: eelce & Water Final Pool: -Footings Air/Gas Tests -Final r Framing Drain Tile Fireplace: Rough in ALAir Test Final Siding: -Stucco Lath ,'Stone Lath -Brick Insulation Windows Sheathing Retaining Wall: - Footings - Backfill _ Final Sheetrock ' Radon Control Fire Walls Erosion Control Braced Walls Other: Reviewed By: , Building Inspector RESIDENTIAL FEES (JN 1°~~ ; L ~O 0 Q ~u 3 ~G Base Fee 3Y7C i, - 133 t3 G~{ 2 Surcharge >3 90~ ~ 9Q p 3 Plan Review MCES SAC 1 C~ /7 LEI City SAC f Mo fg~?~ Utility Connection Charge 4-1 S&W Permit & Surcharge 7 IvQ' ~~G Treatment Plant l/V r d Copies r )QpA.CN 160 a 19 L/ TOTAL 303 TTA Page 2 of 3 -7, New Construction Energy Code Compliance Certificate Per NI 101.8 Building Certificate. A building certificate shalt be posted it) a pennanently visible location inside Dale Cerlstale Posted the building. The cenificate shall be completed by the builder and shall list information and values of components listed in Table NJ 101.8 Flailing Address of the Dwelling or Dwelling Unit Cit. 3470 SAWGRASS TRAIL EAST EAGAN Name of Residential Contractor AIN License Number THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Fait) o a O Active (M!'ith far and ntononieter or t- a > other system monitoring device ) a°. e.3 120 Q o m m u fJ y C Insulation Location 4 41 o z g u O C Ua u G b V F°- z w w w° ts° 2 iR oll do cG Other Please Describe Here Below Entire Slab X Foundation Wall 1 INTERIOR Perimeter of Slab on Grade X Rim Joist (Foundation) 101 INTERIOR Rim Joist (1" Floor+) 101 INTERIOR Wall 21 Ceiling, flat 44 Ceiling, vaulted X Bay Windows or cantilevered areas 38 5 Bonus room over garage X Describe other insulated areas Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes s fights and one door) U: 0.28 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 Hcating System Domestic Water Heater Cooling System X Not required per mech. code Fuel T pe Natural Gas Natural Gas Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH090XP48C GPVT50 13ACX-042-230 Describe: input in gg~000 Capacity in so Output in 3 5 Other, describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 77,529 Heat 33,013 Location of duct or system: Structure's Calculated Gain: APUE or SEER: 13 HSPF% 93 Calculated 39,092 Efficiency coolin load: Cfm's PLAN 4015 " round duct OR Mechanical Ventilation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech. code Select Tye X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: X Continuous exhausting fan(s) rated capacity in cfms; 3 fans cont low, total 100cfm Mechanical Room Location of fan(s), describe: Owners bath, Main Bath, JW 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 j ventilation, Makew and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and mstructlons are available at the City website and at City Hail. The completed form must be submit- ted in duplicate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at: Site address 1/70 ca G(N e / 1' /s u . f Date 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) T otal required ventilation CJ Number of bedrooms o ntinuous ventilation IAA 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 hates (in cfm Number of 8edrooms 1 2 3 4 5 6 Conditioned space (in Total/ Total/ Total/ Total/ Tatat/ Total/ Sq. ft.)... continuous continuous continuous continuous continuous - continuous 10004500 60/40 75/40 •90/45 105/53 120/60 135/68 1561-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 255/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3500 100/50 115/58 130/65 145/73 160/80 175j88 35014090 110/55 125/,6 155/78 3 .140/70 ' 170/85 185/93 E4: 404014560 120/60 135/68 150/75 165/83 180/90 195/48 450.1-5000. 130/65 145/73 160/80 175/88 190/95 205/103 51701-5500 140/70 155/78 170/85 185/93 200 1 215/108 5501-6000.. 150/75_ 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (602 x square feet of conditioned space) + [25 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. GASAFETi UKIVent-makeup-comb air submittal (2).doex Page 7 of 6 717-- ir- Lrrp: .1e'Tzi l ~sU;t Section B Ventilation Method (Choose either balanced or exhaust only) Fery lanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only ' iII, ntilator) cf m of unit in low must not exceed continuous venti- Continuous fan rating in fm rating b more than 100%. m: High cfm: Continuous fan rating In cfm (capacity must not exceed JJ' continuous ventilation rating by more than 100% 1r} G J'1~. 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 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 S_ r Description Location Continuous Intermittent AS-rfe, C) ?6 T~ TV Directions - The ventilation fan schedule should describe whot 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 ow c 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 largerfan that is operated a percentage of each hour. Section D Ventilation Controls Describe o eration and control of the continuous and int nt ventilation Directions -Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. if exhaustfans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be Installed, describe how it will be installed. if it will be connected and interfaced with the air handling equipment please describe such connections as detailed in the manufactures' installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section E Make-up air Passive (determined from calculations from Table T01.3 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 openfng 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 IMC501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flexor rigid) to the last line of section D. The make-up airsupply 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 MultPple atmospherlcaP- vent or direct vent ap- assisted appil.no and gas or oil appliance or [Y vented gas or oil pfiances or no combus- power vent or direct It one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column A Column 8 Column C Column D 1. a) pressure factor 0.15 0.09 0.06 cfm/sf) 0.03 b) conditioned floor area (sf) (including unfinished basements Estimated House infiltration (cfm): [ia x 1b) 7 - 2. Exhaust Capacity a) continuous exhaust-only ventilation system (cfm); (not applicable to be- [a nced ventilation systems such as HRV b) clothes dryer (cfm) 135 135 135 13S c) 80% of largest exhaust raring (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air Is electrically Interlocked and match to exhaust) d) 80% of next largest exhaust rating (dm); bath fan typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d) 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) j Makeup AIr Quantity (cfm); [3a-3b) n !1 45 (if value is negative, no makeup air is needed 4. For makeup Air Opening Sizing, refer A to Table 501.4.2 A 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 off 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. i t I i 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 Mui'ple atmospherically vent, direct vent ap- assisted appliances and vented gas or all a pliances, or no combus- P vented gas oil ap- Duct er power vent or direct pliance or one solid fuel pliances or solid fuel uel ameter tion appliances vent appliances appliance appliances Column A Column B Column C Column 0 Passive opening 1-36 1-22 1-15 1-9 3 Passlveopening 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 233-317 144-195 100-13S 62-83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized dam er Passive opening 420-539 2S9-332 180-230 111-142 10 w/motorized damper Passive opening 540 - 679 333 - 419 231-29o 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight dud allowable. B. If flexible duct Is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. compressed duct shag not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. 0. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not require d per mechanical code (No atmospheric or power vented appliances) X Passive (see IFGC Appendix E, Worksheet E-1) Size and type Other, describe: Explanation -if no atmospheric or power vented appliances are installed, check the appropriate box, not required. If o power vented or atmospherically vented appliance installed, use 1FGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. i i 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 inflitration 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 appUance Information. Furnace/Boiler: Draft Hood _ Fan Assisted Direct Vent Input: _Btu/hr or Power Vent Water Heater. _ Draft Hood Fan Assisted _ Direct Vent Input: G 00 0 Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances, j The CAS Includes all spaces connected to one another by code compliant openings. , yto 3 ft3 CAS volume: 1 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 S. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: YO) 645>0 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: `_ft' Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + D CSr' 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 S. step s: 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= NO 3 / 3 orX} _ . y Step 6: Calculate Reduction Factor (RF). RF =1 minus Ratio RF =1- - Ito t Step 7: Calculate single outdoor opening as If all combustion air is from outside. L! Total Btu/hr input of all Combustion Appliances In the same CAS Input: 0j 000 Btu/hr (EXCEPT DIRECT VENT) combustion Air Opening Area (CAOA): Total Btu/h r divided b 3000 Btu/hr per in= CAOA = yd O d0 / 3000 Btu/hr per inr = / 3, 3J in= Step B: Calculate Minimum CAOA. Minimum CAOA=CAOAmultipiledb RF MinimumCAOA - 3-3 x ~I = 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 = a. / in. diameter o up one inch in site if using flex duct 1 If desired, ACH can be determined using ASH RAE calculation or blower door test. Follow procedures in Section 6304. I i Page 5 of 6 ~N. E b C"i w N R Gp l~9 tp p wl4 N a- w r r r r M r M a- w r M N r r r N O a d0 a U o O = IS z a ca a C1-w" r tY 0 0 0 2 w o z z C. v nw 8 0 _3 _3 m O U o z u~ a w L1 p H w 0 Q z O h z p w 00 m m Q I m m LL S° 3 3 Q 0 z Sc m i_ M M `h W N m O O J R X N R h .y. kA N A x tN tbL1 H ~ ~ ~r §{q~ 0 $ ti f~+ ~ N f~0 i~ '~Y 'V' 1~ V^ N N1~. M W M N i v U) { k i' ~ In w w w w to to w w w 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 0 pq z z z z z z z z a z z z z z z z z z N c' Z N Z I a N W 0 Q~ ~m (Z Ir y N ~ Ir It w (0 qD N U V of p O U CO Z3 Gt to to fA w ~ y U N t a 1,7 M cn a u. _a. a G. z ion c? c~ ~0 10) Ir .C .C v p s ~ M U o3 U W O M O jy t/? {A f/? m C9 N hWW N ¢ o i71 ¢ ci o k 45 t~ J M M C11 9 €f co M w ¢ _i Z Z n w~ in ~OZ ai n g C~ cc (n O O O u'f n ¢ ¢ t+ O c7 ¢ ¢ C7 O S9 c9 [9 u¢r z; U. i X a W r i z X o X zz z= o -j 2 z z g z z z 0 z z z z z (!y m u! m u to p w w CO p U(0 LL 0 0 0 N w 1 LL x Z Z d 0 0 0 ¢ o 4 0 0 O O O o o a p z M z 2 2 p r N N C N N N N r LU co -J w 41 j Q. r N y to N to N M V1 to CO M N N CA co co N N 4 O 0 Q, cli V R r LL O C N N N LL N N r LL a' an d y x X X x x x x x x x x X X x ~ O a Q.. cri Q p Q ~O Q to) C-L US U) Project Summate' Job: 4015 - wright5oft° Summary Date: February 14, 2014 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-445-4692 Fax: 9$2-445.7487 Email: SALES@ELANDERMECHANICAL.COM Project Information -'S /t~~ G~c~ tut rc rS 7' Far: , T Notes: 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 70 OF Design TD 85 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 50188 Btuh Structure 29581 Btuh Ducts 1985 Btuh Ducts 522 Btuh Central vent (153 cfm) 13896 Btuh Central vent (153 cfm) 2910 Btuh Humidification 11460 Btuh Blower 0 Btuh Piping h Equipment load 529 Btu Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33013 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1986 Btuh Ducts 152 Btuh Heating Cooling Central vent (153 cfm) 3942 Btuh Area (ftz 5078 5078 Equipment latent load 6079 Btuh Volume (ft') 32828 32828 Air changes/hour 0.13 0.07 Equipment total load 9092 Btu Equiv. AVF (cfm) 71 3B Req. total capacity at 0.70 SHR Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090XP48C ` Cond 13ACX-042-230*15 AHRI ref 4792309 Coil C33-43*++TDR AH R 1 ref 4634303 Efficiency 93AFUE Efficiency 10.9 EER, 13 SEER Heating input 88000 MBtuh Sensible cooling 29050 Btuh Heating output 83000 Btuh Latent cooling 12450 Btuh Temperature rise 56 OF Total cooling 41500 Btuh Actual air flow 1383 cfm Actual air flow 1383 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Soldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-Feb-14 15:51:53 + wrightsoft' Right-Sultel® universal 2012 12.1.06 RSU13410 Page 1 .4CC ...1DesktopWeat Losses 20131Lennar 4016 Eagan.rup Cale = MJ8 Front Door faces: N wri htsoft• Component Constructions Job: 4015 9 Date: February 14, 2014 Entire House Sy: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE. SHAKOPEE, MN 55379 Phone: 952.445.4692 Fax: 952-445.7487 Email: SALESCELANDERMECHANICAL.COM Project Information For: Design Conditions Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US indoor temperature (°F) 70 70 Elevation: 837 ft Design TD (°F) 85 18 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/ib) 54.5 39.0 Dry bulb (°F) -95 88 Infiltration: Dally range (°F) - 19 (M) Method Simplified Wet bulb (°F) - 72 Construction quality T'r ht Wind speed (mph) 15.0 7.5 Fireplaces 1 Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Bain W BtuhM? -F W-*Ffihuh BtuhflF Btuh BtuhAN Ruh Walls 12F-Osw: Frm wall, vnl ext, -21 av Ins, 1/2" gypsum board int n 748 0.065 21.0 5.52 4133 1.22 914 fnsh, Z x6" wood frm a 701 0.065 21.0 5.52 3875 1.22 857 s 732 0.065 21.0 5.52 4044 1.22 895 w 884 0.065 21.0 5.52 4884 1.22 1080 all 3065 0.065 21.0 5.52 16936 1.22 3746 15B-6: Bg wall, heavy dry or light damp soil, concrete wall, n 352 0.050 10.0 4.25 1496 0 0 r-10 s, 8" thk a 400 0.050 10.0 4.25 1700 0 0 0s 352 0.050 10.0 4.25 1496 0 0 all 1104 0.050 10.0 4.25 4692 0 0 Partitions (none) Windows 61A: VINYL Insulated Glass Double Hung; NFRC rated n 32 P0.270 0 23.8 762 10.5 335 (SHGC-0.29) s 48 0 23.8 1142 18.5 886 w 251 0 23.8 5970 32.0 8036 w 20 0 24.6 493 32.2 644 all 351 0 23.8 8367 28.2 9901 61A: VINYL Insulated Glass Double Hung; NFRC rated a 108 0 23.8 2578 29.2 3167 691~(f3,QfNV sulated Glass Double Hung; NFRC rated w 82 0 23.0 1873 35.6 2904 6gKG. QL- sulated Glass Double Hung; NFRC rated w 14 0 24.6 335 31.3 425 (SHG~~`~ Doors 11JO: Door, mtl fbrgi type a 40 0.600 6.3 51.0 2054 18.0 725 Ceilings 16CR-44ad:Attic ceiling, asphalt shingles roof mat (r-44 cell ins, 1878 0.022 44.0 1.87 3512 0.96 1797 5/8" gypsum board int fnsh Floors 20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fns r-5 ext fns, r-3 206 0.030 36.0 2.55 525 0.41 83 cav ins, gar ovr 2D14-Feb-1415:51:52 ~~L+-- wrightSOft' Right-Sufte® Universal 2012 12.1.06 RSU13410 Page 1 ,'$rM ...1Desktop1Heat Losses 20131Lennar 4015 Eagan.rup Calc - MJ8 Front Door faces: N 20P-38v: Fir floor, frm fir, 12" thkns, vinyl flr fnsh =-5e)dlnsr-38 26 0.030 38.0 2.55 66 0.41 11 cav ins, gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1646 0.020 0 1.70 2798 0 0 i zz. 20i4-Feb-14 15:51:52 "rj- wrightSOft° Right-Suitee Universal 2012 12.1.06 RSU13410 Page 2 .4CCf~ ...iDesktop%Heat Losses 20131Lennar 40115 Eagan.rup Cale - MJ6 Front Door faces: N 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 "CONY Tyvek wrap 952-249-3000 use in Noise Zone 4 2x6 studs 16" O.C. R-21 batt insulation with 1/2" gypsum board Roof Construction: Plan Reviewed: Peaked roof with manufactured trusses 24" O.C. Roof vents Shingles Information Submitted: 15# felt Annotated architectural drawings includin : 1/2" sheathing Blown insulation R-44 Windows: Atrium 5/8" gypsum board Swinging Patio Doors: Atrium Entry Doors: Therma Tru Mechanical Ventilation System: Skylights: N/A 3-ton central air conditioning unit Compliance with STC Requirements: Window, Door Frame, Perimeter and Other Seals: All window and door openings are to be caulked Average window/wall area for exterior wall: Z~ 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 Irequirements, Ventilation Duct Exterior Wall Penetrations: Summa : All exterior ducts will have bends as required by the ordinance Other measures including duct bends and caulking are being taken to ensure minimum transmission of noise through the Door and Window Construction: exterior building shell so that the construction should meet Windows: Atrium (30 STC) the compatibility guidelines. Sliding Patio Doors: Atrium (30 STC) Therefore, the materials and construction as proposed should meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC) Skylights: N/A Review Completed (date): Other Exterior Wall Penetrations: Review Completed by: Tom Tamte Sill sealer between plates and blocks LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: DATE OF SURVEY: LATEST REVISION: as a~ c c L U_ Q ~ O z Q DOCUMENT STANDARDS 'z 0 ❑ Registered Land Surveyor signature and company ,g- ❑ p Building Permit Applicant ❑ ❑ Legal description ❑ ❑ Address ❑ ❑ North arrow and scale ❑ ❑ House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ Directional drainage arrows with slope/gradient % ~g p ❑ Proposed/existing sewer and water services & invert elevation ❑ ❑ Street name ,B' ❑ 0 Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ ❑ Lot Square Footage ❑ ❑ Lot Coverage ELEVATIONS Existing ❑ ❑ Property corners 0 0 Top of curb at the driveway and property line extensions ❑ 0 0 • 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) ❑J 0 • Easement line 0 0 • NWL 0 ,0 0 • HWL ❑ ❑ • Pond # designation ❑ ,P1 p • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings & dimensions 0 0 • Right-of-way and street width (to back of curb) 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 0 0 • Show all easements of record and any City utilities within those easements ,E!r ❑ 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures ,e 0 0 • Retaining wall requirements: Reviewed By: Date G:/FORMS/Building Permit Application Rev. 11-26-04 Lot 10, Block 1, STONEHAVEN 5TH ADDITION , according to the recorded plat thereof Dakota County, Minnesota .d Address: 3470 Sawgrass Trail East, Eagan, Minnesota House Model: 4015 Elevation: D Buyer: Roetzel -T-' r,T n< N87028'1 9"W 50.07 Is (868.9) 869.8 566~~~ I I N Drainage and utility I N `$6ej91 easement per plat I W I I / I I c°D 5 10 I I W 06 ~~~dl I Z X I I L4 X I I 0 u I / / g-7g.5 i t o X osed building p°d I 13.3 ~ o p`$ _ _-I- ao Scale: 1 20, -4 edge - (878.6) \ - C5 CID. 38 BY. Propose I N Ho se I w DATE: \ N i3NS, DiVI . N o \ N Benchmark: IK' top of spike Benchmark: Garage 0 17 (b J elevation =884.36 \ cn X12• top nut hydrant 00 elevation = 885.97 ~A \ .67 cA porch 9.B3 - (886.6) 91 N tp T \ O O _ aD O E6 0 10.00 tT Benchmark: d~ \ ZO.OO~o - ~gS6.8) I o Lot area =10908 SF top of spike -P 5~ House area =2368 SF elevation =884.47------- 7 ° ~aa7'2) X Porch area =152 SF '$$6•~~ ! N Sidewalk area =23 SF o$g l) a' \ proposed Driveway area =815 SF Wi \ o, eway I 00 Building Coverage =2520 SF \ I I _ J a9 Impervious Coverage =30.8% N \ 7.9`'_ NCp 5 I I r ° R (884.7) X 000.00 Denotes existing elevation c~ o s 000.00) Denotes proposed elevation I Q Denotes drainage flow direction ° Denotes spike ' a as _ I .I . T Denotes conservation post Lowest allowable floor elevation (878,8) 00 260. House elevations (Proposed) / As-built 0 Lowest Floor Elevation :(879.5) Top Of Foundation Elev. :(887.5) / ~Y~\ -I->-- - __a -GR AS T~ Garage Slab Elev. @ Door (887.2) / -P W 5 SAW Construction Notes: F 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. p--'~` 6. Add or remove foundation ledge as required. Li&GAN ENGLNEEWNG DEPT, General Notes: / i 1. Grading plan by Pioneer Engineering last dated 5/13/13 was used to determine proposed elevations shown herein. We hereby certify to Lennar Corporation that this survey, plan 2. This survey does not purport to show improvements or or report was prepared by me or under my direct supervision encroachments, except as shown, as surveyed by me or under my and that I am a duly licensed Land Surveyor under the laws direct supervision. of the State of Minnesota, dated 01/30/14. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: Pioneer Engineering, P.A. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor those shown on the recorded plat. Minnesota License No. 42299 6. Bearings shown are based on an assumed datum. email-phawkinson@pioneereng.com Revisions: P19NEERengineering 1.) 01-31-14 Stake house Certificate of Survey for: Lennar Corporation CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHCI'ECTS Ph.: (651) 681-1914 16305 36th Ave N Ste #600 2422 Enterprise Drive Fax: (651) 681-9488 Plymouth, MN 55446-4270 Mendota Heights, MN 55120 www.pioneereng.com Project # : 113206022 Folder#: 7498 Drawn by: TSS Phone: (952) 249-3000 / Fax: (952) 404-1909 May 29 14 08:44a Water Doctors 7635351805 p.2 Use BLUE or BLACK Ink For Office Use 4'r o f E/ut ~Q Permit >a5 ~+l alll I GO I My l I Permit Fee: I 3830 Pilot Knob Road I I Eagan MN 55122 1 Date Received: I Phone: (651) 675-5675 I 1 stars: l Fax: (651) 675-5694 I ! r 7 201/4 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: >0 1 Site Address: -~{(J~ 4ifss 7, (L E-#5! Tenant. Suite Name: Resident/Owner Phone: Address I City ! Zip: j Name: it}T f/cQ License ~~(o yS~~2 ! C011~1aCtOr Address: 93~o( r-"rj*?o1 tee City: 5 oK1,,y(g L~C Ptic I State: /44 Zip: S-e-7-f3 Z Phone: 3 r S 7Y l gD 0 Contact: ~~u~t- Cc~ov~~-~y Email: S~-eveC ®(~~rU~aS-GU"`' Type of Wark New -Replacement -Repair -Rebuild -Modity Space -Work in R.O.W. Description of work: RESIDENTIAL Water Heater Water Softener Lawn Irrigation RPZ; - PVB) ! Permit Type Add Plumbing Fixtures Main Lower Level) _ Septic System 1 - - New E _ Water Turnaround - Abandonment RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes S5.00 minimum State Surcharge) 4 $60.D0 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes S5.00 State Surcharge) f `Water Turnaround (add $200.00 if a 518" meter is required) I $115.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) o TOTAL FEES $ &3 .0 i 9 CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 49 hours before you intend to dig to receive locates of underground utilities. www,gopherstateonecall_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 perni at the work will be in accordance with the approved plan in the cased work which requires a review and approval of plans. X X Applicant's Printed Name Applicant's Signature FOR OFFICE USE 'Reviewed By: Date. . Re tilred Inspections: Under Ground Rough-—In Air Test Gas Test " Final Meter:Relater d Items: Meter Size Radio Read Staff., Jun 06 1411:30a Water poctors 7635351805 p.2 . �� � Use BLUE or BLACK ink ���'�� j ForOf#iceUse ---------� Ci� of�a aIl � �e�f��: ��� �.�� ' � � JUN 0 6 2014 � / � 3830 Piloi KnOb Road j Permit Fee: CO� � � Eagan MN 55T22 � � Phone: (651�675-5675 �Y� I Date Received: �/ I 1 '� I Fax:(651)675-5694 � Statt:_ � ���������.�_�'����J 2014 RESIDENTIAL PLUMBII�G PERIIAIT APPLICATION Date• � p��''f Y Site Address: �-b �V sf�(�) �Qi�SS T/�lL EJ�$'� Tenant: I SuPte�F: Name: ��el�M f�✓� �.(a rkEs � �esidentlOwner Phone: a Address/City(Zip: ; _ - � Name:j,C>F��["Q�[�Q s' License#: �.C�.(p�/,j��Z- r � � Address'�o?O( �G^sT1?A� 1�UE �ontractor ci�y: S P�<�r(� L,t�C �/f{�C � State: �� Zip: .S3 l�3 Z Phone:�f��" S 3.�-- f CJOO � I ��P � � � Contad:�.,TW� CfB�QI��Y Email� S��UCC C � (�Hr[177�s•C,U� � i Type of 1RIQr-k �Ne'^' _Replacement _Repair _Rebuild _Modify Space _Work in R,O.W. � � � Description of work: � � = RESIDENTIAL � _Water Heater [ � _Lawn Irri ation 1 � Water Softener Penn�t Type , -� s (_RPZ�_Pva� � — Septic System � _fldd Plumbing Fixtures�Main J_Lower�evel} ` f ' _New VVater Turnaround 3 _Abandanment � RESIDENTIAL FEES: $60.00 Water Heater,Water Softener,or Water Heater and Softener(includes$5.40 State Surcharge) $60.00 Lewn IrTigation(includes�5.00 minimum State Surcharge) $60.00 Add Plumbing Fixtures, Seotic Svstem Abandonmenl,Water Turnaround'(inc�udes�5.00 State Surcnarge) 'Water Tumaround(add$2Q0,00 if a 5/8"meter is required) $115.00 Septic Svstem New(3�0_00 per as built)(includes County tee ar�d$5.00 State Surcha�ge) � TOTAL FEES� �'�� CALL BEFORE YOU DIG. Call Gopher State One Call at(657)454-0002 for p�otection against underground uiility damage. Call 48 hours before you inlend to dig to receive locatas of underground utilities. www.aooherstateonecatl oro I hereby acknowledge that this information is cornplete and accurate;that the work will be in confortnance v✓ith the ordinances and codes ot the City of Eagan; that I understand this is not a pertnit, but onfy an application`or a permit, and work is not to start without a permi� hei;he work will be in accordance with the approved plan in ihe case of ti�ork wh;ch requires a review and approval of plans. X S-�eveG'u»rNy Applicant's Printed Name X ApplicanYs Signature . . ,; FOR OFFI�E USE . ` . , : _ . . . Reviewed By ' '; Date: , _ - _. R�quired tns�ectionsc , tJnd�F Ground Rough-fn �4i�Test . GaS.Test Firial Meter Refate:d.fiem�:.. Nieter Size Radia Read Staff:: . w ; Clty of E��a� Address: 3470 Sawgrass Tr E Permit#: 120773 The following items were /were not completed at the Final Inspection on: `J�I �! ��� Z`��� ,� �� ��v��c�ri�ple��`� � In�o�t'1pt�te � ' '' , ' ;���Corxirr�;�n�s�,� �� � . Final grade - 6"from siding � Permanent steps— Garage Permanent steps — Main Entry Permanent Driveway � Permanent Gas � Retaining Wall or 3:1 Max Slope �'�1 f 1�' Sod Seeded Lawn /� Trail / Curb Damage � Porch �a�v n-� � Lower Level Finish � Deck n/ �- p�1.���r,.d� �. Fireplace � vV�q,G 1� • 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: `�.�'-e�� �`'� �M-��,�' �=�,�,+�. ' G:\Building Inspections\FORMS\Checklists � . Use BI.UE or B�ACK InK 1 Por Offlc•Uss -^+�—+T j �^�. �j � Permh#: � ��ln � , L� �11 �V�' V � I �� `''� o+ 1 Cl�� 0� � I Pemtlt Fee: � JUL 2 � 2014 ' ► 3830 Pllot Knob Rodd � DsYe Recelved: � EagBn M1d 5512� ff,,,� Phone:(651)675-5B75 QY,_ F'"_`��.__..----- I S�� I Fex:(651)615�694 1.-- --------_—_—"'�J � '����r0 2014 RESIQEN?IAL BUILDING PERMIT APPLICATIQN Y.��� p�: �.Q� �� 101 Slte AddreSS: .a-�� S.►..�oo,.v.a Tvd.• '� unct#• � " Neme_ Z.CN 1�44Y fs Phone: (sl'L� '1� • O Resident/ . �A v�� M tJ S 51 �n�.. : . Address 1 City 1 Zip: �`��O 5 A u�toR � - �: AppliCant is: Owner �Contractor Description of work: �E't'� 1�p6�Of 11M01'�C COnst1'UC���oSt: � O Multl-Famity Buiiding:(Yes I No ) /� LT co�tact: a o w N ��,�.�..v� CofnPanY: �l�1 v►1 O l.0 StQV G . Addfess: 5�1(. 1 s r G Ciry: _�a�. s.�.a.�.� Contractor.� �, ,� ' State:�Z�P� S�_ 30�-- Phone_Wl" Emall: •.�� �� ;: ucense#' O C.O q l��3 Lead Certiflcate#: N A`r -�� y - If the proJect is exempt from lead cortification, please explain why-(see Page 3 for additfonal information) COMPLETE THIS AREA ONLY IF C�NSTRUCTING A NEW BUILDING In the last 12 months,has the City of Esga�issued a permlt for a simllar plan based on a master plan? Yes No If yes,date en4 addrtss of master plan: � Phone' Llcensed Plumbe�: Mechanlcal Contractor. Phone: Sewer d.Water Corrtractor: Phons: �OTEs•Plans arrd sr�pportln9.dacuments that you submJt a�cuns dered to be p.ubflc inRormadon.. Portions af . the lnforrnatl+�n mey bei,cla�li�ed ss�a�r-publle If yob prov/d�sl�iflc r�a�ops t�at vrould p��t.h City fo e be � . . aon�ludr ihat the are�de secrets. CALL B�FOR�YOU 1(3. Cell l3opher State One Cal�at(651)464-OOO2 tor protection againat�nderground utillty dama9e• CaM 46 hours before you Intend to dlg to receive locafes o1 under9round utilltles. www aooherstat�onecall2q l hereby acknawledge thet th{s Iriformatlon is eomP�etA and accurate;that ihe work WIII be in co�fformence vVlth the oMlnanCes and codes a�F the City ot Eagan; that 1 underatand Ihis is not 8 pemiit, but on�y an a�llcation for a permit, and work is not to sta�t w�thoul a permit;thet tha work wi11 be In accordance with ihe approved plan in the cese of worlc whlch requlres a revlew and appraval of plans. Exterio�Wark autborized by a building{rem+it Issued In accordance wlth the Mi�neaota Steta Building Code mu9t be completsd withln 180 daya ot permk IsauenCs. ow.��e. X .��. 7 . x��o�a.J ��_►Se►�.�'�� qppllcant's S(g�aturo Appllcant's Printed Name page 1 of 3 80/Z0 �JCd NOIl�f1�IlSNO� QNf1��JN3 Lb68-5Cb—ZS6 ZZ�SZ bTOZ/8Z/L0 -3�f�� ��J�`��� T, � ( � �g�� DO N07 WRITE BELOW YN�S UNE SUB TYPES Porch(3-Season) � Exterlor Akeration(Singla�am�ly) Fountletian , Fireplace , EMerlor Altaralion(Muiti) � 3ingle Femlly _ Qarage � Porch(4-Seaaon) --- porch(ScreenlQazebo/Psrpola) � Miscellaneaus � Mult1 �;Deck � � qccessory Building "! Lower 4eve1 Poo1 01 of,plex � — W���� Siding � bamoli6h Bullding' New � Interlor Improvement � Reroof Demollsh Interior �Additivn �, Move 8uilding ` � Demo116h Foundation Fire Rapal� Windows ataretion "'� �gress Window _„ Wa�r Demage � Replace � Repair -� iva PCA hendout to aPP���nt � "DemoliUon o!�nGFS bWlding—9 Retaining Watl DE C PT N '�' Occupancy � MCES System �_, Valuatlo� t,,�� SAC Units Plan Review Code�ditlon J��� _ Zoning City Water ��. �2g%____100%�) _„_� gooater Pump Cenaus Code Storles �_ Squaro Feet PRV �—.— i�of Units �� p��Sprinklers �l of Buildings L.ength ____�._ — Type of Constructlon �� Wldth � E U RED IN3PECT10 pAeter 51ze: �oatings(New Building) Final!G.O.Requl�ed � Footings (Deck� � Flnat/Na C.O.Requlred Footings(Additlon) Foundation HVAC�Gas Senrice Test Gas Line Air Test Roaf•____fce&Water ____�inal Pool:�Fooiings Air/Gas Tests �Final ��m�ng Draln Tile Fireplace: Rough In Air Test �Final Siding: 8tucco Lath Stone Lath Brick Insulation Wlndows Retalninq Wall:�Footings�Backfill�Final 5heathing Radon Control $h�etrock F��Wa��S Erosion Controf B�aced Walls Other: . Reviewad By: ,Bullding Inspe�tor RESI ENT AL F ES Basm Fee Surcharge �� / �� Plan Review �� MC�S SAG City 3AC Utlllty Connectlon Charge � 38�W Permlt&Suraharge """� � 't�eatment Plau�t �- �./ ���'"� / �� Coples �},,,� � ��,,,�` � �,...��5.._... � TOTAL pa�e z oP 3 80/�0 3JCd NOIl�f12l1SN0� QNf1�JN3 Lb68-5�b-Z56 ZZ�9Z bI0Zl8ZlL0 � � Lot 10, Block 1 , STONEHAVEN 5TH ADDITION ` ����1 � ' according to the recorded plat thereof Dakota County, Minnesota . Address: 3470 Sawgrass Trail East, Eagan, Minnesota _ , House Model: 4015 Elevation: D Buyer: Roetzel �' 'T, '�T �� N87°28'19"W 50.07 �vi �_� i L, $ c�2 0 , 5'�N (ssa.s� S o�� � g.9- - -. 66 � , 86g.e � � N Draino e � N 18659� 6. eosement per platty � � I � �, � 1 � � a6�� ; `� , � � � � � � � � , o �� �� � ° 10 ' � `° i 5 � 9' � 0� � / / b�I I O ���f ` / /� . �1'� � 01 � / X � (�•I � � . / / I N ��ti � � i � � X .�i�� 1f�5� i � �' � jjGtlMl'�i u ' � � g78.5 � 00 .., � i X a � ^ �QcJ�L ���� d� � � � G buildin9 P i 13 3� ' � � j � e o P�opos � Scale: 1"= 20' � e 9 __Cg�g,O __------; � --���� � (878.6) O � � �- ' ^- I U? ,�3 3g_ ���0 � � �-o/__ --_- � � �' C r ° � I � � � � � •�_,. . �r , � ._. _ �8��;�> `� \ �� ; ' � � � � , m,. ��� ` ,� �� � � � �.�� ., � proposed •� � � N .; ,..._��.� .__ . _.. � J' I ' (� House W � w �,_ �/�G� � ,4„ _---- - 8 _ F'g� � ; �Y _ .. _. , ... �' -- -----i , . I � I _. �� N - N, � �� / 1��� -P 'O � N Benchmark: � \ h �,��„�°` b top of spike GarOge o . � �`�� J elevation =884.36 Benchmark: � cr a`�2. i top nut hydrant � �,�� ��a � � � aa N '� elevation = 885.97 J p � � � � 6 � OfCh983 " _ �� ' (886.6) � � � �o ��"6_ ° �o.00� ---_ �. 5 � Benchmark: �Q� s. -__- 6•8� Lot area =10908 SF top of spike � � 5� �°'� 20.�0 _ - (Sa � o � � H o u s e a r e a =2 3 6 8 S F e leva tion =8 8 4.4 7------- 7 - �as�'2) �i X � Porc�; crea -',5" �� � �• \ � , aR�.3) 1, 5 , �, Sidewalk area =23 SF r8$('j.�� .W PrpPosed ' I �, Driveway area =815 SF � J � p�iveW°y � Building Coverage =2520 SF � I �� _ _ J e,,9 Impervious Coverage =30.8% N � 7,g%- � � , -"" � � N 5 � � r o / X 000.00 Denotes existing elevation � e�'" I I o� 46 \884•�� � ( 000.00 ) Denotes proposed elevation � � � 1 � a ro_ d . � Denotes drainage flow direction � a °.,. `�°"° � Denotes spike �. � ° �• a � $� �� � s ^ ti Denotes conservotion post r$a�k1� ^ `� I I ��,. % ..0aa;°�,e°:. � $ ��� I I _y i . � , � Lowest allowable floor elevation : (87$.g� �° a ��^��' ' QQ \ -�� R 2�'p-3_---i-----i-----i- House elevations (Proposed� / As-built � � �- �� �\ Lowest Floor Elevation :(879.5) � �� \� ��� � � � Top Of Foundation Elev. �(887•5) � \��'; /7�----�->S TR�-t '�-� -> Garage Slab Elev. C�? Door �(887•2� � /� � c�� �� wGRAS o�o ��' S p` o�� � �d � � / � �� � z � � , �� Construction Notes � 1. Install rock construction entrance. �� �� `�� : � `'� 2. Install silt fence as needed for erosion control. � ;� f,�'`� £: int�. ,,,��t,�:_ 3. Sidewalks shall drain away from house a minimum of 1.0%. � _.- - ? -....�.��,�.. �� J 1 ' 4. Contractor must verify driveway design. �\ .--- �_�, � � �' 5. Cantractor must verify service elevation prior to construction. � �� � �'�'"��'``"'�"°"""`"�"` �`�°'"°" °°"""'�`°- °��"`r` 6. Add or remove foundation ledge as required. �V / / �.�s�'�'�����9 r°��"������'��4�� �'�.�.a,; ��� t=���, General Notes: � i 1. Grading plan by Pioneer Engineering last dated 5�13/13 was used to determine proposed elevations shown herein. We hereby certify to Lennor Corporotion that this survey, plan 2. This survey does not purport to show improvements or or report was prepared by me or under my direct supervision encroachments, except as shown, as surveyed by me or under my and thot I am a duly licensed Land Surveyor under the laws direct supervision. of the State of Minnesota, dated 01�30�14. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: Pioneer Engineering, P.A. 4. No specific soils investigation has been performed on this lot by the � surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor those shown on the recorded plat. Minnesota License No. 42299 6. Bearings shown are based on an assumed datum. email-phawkinson�pioneereng.com Rcvisions: � �.,�,_�,_,45�.,��,,���,�� Certificate of Survey for: PI�.NEER � � en�ineel'2n� Lennar Corporation CIVILCNGWHBRS LANDPLANNHRS LANDSUI:VGI'ORS LANDSCAPL'ARCIiITHCTS � Ph. :(651)6fi7-1914 16305 36th Ave N Ste#600 . 2422 Enter�rise Drive Fax:(651)681-9488 Plymouth,MN 55446-4270 � Mcndota Heights,MN 55120 www.pioneereng.com Projcct#: 113206022 Phone:(952)249-3000/Fax:(952)404-1909 � Foldcr#: 7498 Dra�vn by: TSS ��,,,�,,:---- r--°-------- Use BLUE or BLACK Ink For Office Use/(v < /'�g C 1111�� Permit#: 7 ll COof EaRall T CEIVED Permit Fee: ,..2'" ,== 0L7 ; / �i 3830 Pilot Knob RoadJJAN3 O 2017 7 Eagan MN 55122 Date Received: I`30 " Phone: (651)675-5675 Fax: (651)675-5694 Staff: 2017 RESIDENTIAL BUILDING PERMIT APPLICATION 30 � 17 Site Address: `17 0 SGt J Ct44 Tr/ C Unit Date: #: n l Name: , 8 c7/i/ A ;) _� Phone: Resident/ I 1 Owner I Address/City/Zip: y67/77 ,/j",✓ i !/ I Applicant is: Owner Contractor T e of Work Description of work: c�Jc/ e > e711('(Z /eL'a'1'l (? iS/)( ,,,/ IConStruCUOnCOSt22 T.. m Multi-Family Building: (Yes NA/No ) n y Company: 7.7;,;////424e Z cu Al Contact: -7;71_, Address: /22,77 �Cn,`/f lit' City: i�,✓i7.SUr /1PContractor / g Statee/ Zip: 5573 7 Phone: 732.7 ' bEmail: 1/7,i0Uyijc lee .(4,1 1 I - � I License#: .p.>-700/5 Lead Certificate#: I If the project is exempt from lead certification, please explain why: µ 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: Mechanical Contractor: Phone: I. Sewer&Water Contractor: Phone: i I Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to'be public information. Portions of i i the information may be classified as non-public if you provide specific reasons that would permit the City to nN 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.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, 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./ e. x /,/,'4/ (2// x 4r,l<-14 1/7 Applicant's Printed Name Appl' tint's Signature Page 1 of 3 `7 7C' _ �Q}���f�� DO NOT WRITE BELOW THIS LINE #(e 67 SUB TYPES Foundation Fireplace Porch (3-Season) Exterior Alteration (Single Family) Single Family Garage Porch(4-Season) Exterior Alteration(Multi) Multi X., Deck Porch (Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex Lower Level Pool Accessory Building WORK TYPES New Interior Improvement _ Siding Demolish Building* pAddition 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 DESCRIPTIONcf) 7 0 ,, Valuation Occupanc4 y ' MCES System Plan Review Code Edition 14 ,,.i,-,a' - ��, SAC Units (25% 100%} ) Zoning City Water Census Code l'a Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required _ Type of Construction Y ft Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: s Footings (Deck) Final/C.O. Required Footings (Addition) f x Final/ No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: _Ice &Water _Final Pool:_Footings Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath Brick_EFIS Insulation Windows Sheathing Retaining Wall: _Footings_ Backfill_ Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: 1 7, , Building Inspector RESIDENTIAL FEES x,, ` V4ki A-11 Base Fee ,i. „,, , ,'` , Surcharge4if 1,44-, f - , ` # Plan Review * 1 MCES SAC 0 61 ' ' (LA'City SAC �' `" Utility Connection Charge „„ .6;1 S&W Permit& Surcharge (77c; /f4 .d c* 5 20 Treatment Plant Copies TOTAL Page 2 of 3 ir Lot 10, Block 1 , STONEHAVEN 5TH ADDITION J�-, R :s according to the recorded plat thereof Dakota County, Minnesota / o9 t. _ . . :.aii Address: 3470 Sawgrass Trail East, Eagan, Minnesota i 1E.0.: : ..:.., ttuJ ..A House Model: 4015 Elevation: D Buyer: Roetzel r--0 I'1-I /'\T '-' Li v I L_v I N87°28'19"W 50.07 Ob X -. ''� (868.9) 9 A 5 566 I lc 869.8 N ` Drainage and utility N r$fjFj9i �. easement per plat CA \ \\ i 0 i ---- ---- \ - 1 •. ipv viri 069 10 -/ I �f N II. GA / / 0��p' it Z / l/ �� I I LA p )-I 1 0^rye / - ` CD ) 1‘q 7-7" x 1,-/:7 5j,,, I• / i / - .1!... ► (� dingp ,�• I�1svtteScale: 1"= 20, O \ fD�Il �e�/9 L879_0�� h�' (878.6) ^13.cr, - u/ . ' ill 21 -C- Al E i 1 EY: _ II. proposej N souse . . wDATE: ---- g'4.___-•-F@_ - ,, 1 tr BUILDING IPS;:; - ' TIONS DIVISION \� o - -P Benchmark: CA \ e .�+'h a N top of spike Benchmark: Garo9 O 412.17 t ^�{ elevation =884.36 top nut hydrant \ tri I a N --' elevation = 885.97 �s \ 67�' arch gym \ iN - (886.6) LA \ /o '$' °`; 'S to.008-__ i-. CO Benchmark: kr ,n. \ e`' 20.00 �_`�'-==-Is 586.85 1 b Lot area =10908 SF top of spike e� _ - `� House area =2368 SF - "- 7'S� - 887.2} - i elevation =884.47------ - ( X Porch area =152 SF " (586.3') I N Sidewalk area =23 SF $6.1) a' \ proposed 15 Driveway area =815 SF �� \ Driveway o0 Building Coverage =2520 SF \ I I:. _ ,A Impervious Coverage =30.8% N \ 7.9�_ Jf �i �.-- � X 000.00 Denotes existing elevation NCA 5 --- I I----- O1 O (884•.7) (,000.00 ) Denotes proposed elevation I Denotes drainage flow direction O 1 uM ../......:,".... .;.fl.... ADenotes spike • „..:.."''"': 1s • Er Denotes conservation post .,,,�.� •.'0. ti ' 1 I Ate, /' L..'•„ • I ,,.;.+r-s ,----moi.' Lowest allowable floor elevation : (878.8) ‘, ' 00 ` #� R 260 ---i I i House elevations (Proposed) / As-built \I�` �\ �- Lowest Floor Elevation :(879.5) / ` Top Of Foundation Elev. :(887.5) / - Garage Slab Elev. ® Door :(887.2) / /�� `6(3? W �-.7 GRp,SS �� ^- w ` SAW 00 \ \ Construction Notes: \ \` r �'A if °"'� Or- r1.1) 1. Install rock construction entrance. \\ , , 2. Install silt fence as needed for erosion control. \ 3. Sidewalks shall drain away from house a minimum of 1.0%. \ _____ 4. Contractor must verify driveway design. \ DG.: "2/24) > ��- 5. Contractor must verify service elevation prior to construction. `\ i / ` 6. Add or remove foundation ledge as required. ENGINEERING ENGEERING DEFT General Notes: /-- ...--- 1. Grading plan by Pioneer Engineering last dated 5/13/13 was used to determine proposed elevations shown herein. We hereby certify to Lennar Corporation that this survey, plan 2. This survey does not purport to show improvements or or report was prepared by me or under my direct supervision encroachments, except as shown, as surveyed by me or under my and that I am a duly licensed Land Surveyor under the laws direct supervision. of the State of Minnesota, dated 01/30/14. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: Pioneer Engineering, P.A. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed i / is not the responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor those shown on the recorded plat. Minnesota License No. 42299 6. Bearings shown are based on an assumed datum. email-phawkinson©pioneereng.com OW Revisions: ?Mat PIONEER 1.)01-31-14 Stake house Certificate of Survey for: engineering Lennar Corporation CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Ph.:(651)681-1914 16305 36th Ave N Ste#600 2422 Enterprise Drive Fax:(651)681-9488 Plymouth,MN 55446-4270 Mendota Heights,MN 55120 www.pioneereng.comject#: 113206022 Phone:(952)249-3000/Fax:(952)404-1909 Folder#: 7498 Drawn by: TSS •!1 nn1fl 112____-n__I-_____.