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3475 Sawgrass Tr W (3L I) M3 g3R5 *F VL 0 0 dl" 00.00 Use BLUE or BLACK,. For Office Use City /~G~ Permit ~ V / 93 of Eapn ~ 1.1~~ E09 / / v1 1 I Permit Fee: el I ~~J I 3830 Pilot Knob Road L Eagan MN 55122 EB Z 201 Date Received: f Z I j Phone: (651) 675-5675 I 1 Fax: (651) 675-5694 I Staff: S ! w - (a o q ko 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 2 ) q Site Address: 3915 S~ w I~aSS ~1'~ t I VV 31~ Unit Name: L eyiyi 6ty- Phone: q5-2 -2il9 3" Resident/ / -/l, a Owner Address / City / Zip: ~ ✓ NrrC►L CO(~(J , iD~~ o"` `1,/yLIV qz& T ry E Applicant is: Owner Contractor Z-~ - S~2s~pq✓e 7 /t/el~J a►~-2 & vt s- 'rv.Cflo n S r e lb Type of Work Description of work: Construction Cost: Multi-Family Building: (Yes / No Company:~~jj(~ Contact: Address: V L ~ve /V J~"'I (f~~/ City: Pl wdK Contractor I State: 114'^ / Zip: SrJ`1`i w Phone: ! tJ2 - 2 y! ' 3U0 y License 11 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? Sa'f~~ra r'A~ ►~V ~°s f Yes _No If yes, date and address of master plan: -309 Licensed Plumber: Phone: 52 Z~~~ S y(a y 2 It Lt /r %A Mechanical Contractor: Phone: Sewer & Water Contractor: Y ~A y Sewer tnd w a~e l~ 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.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 (1l x Applicant's Printed Name Applicant's Sig ature Page 1 of 3 i 3 415 Sao ,mss I r W I ocIWA 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 _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of - Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES .Y 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 x~ z MCES System Plan R71 w Code Edition SAC Units (25% 00%Zoning P-0 City Water Yly Census Code /O/ Stories Booster Pump zw # of Units / Square Feet PRV iti?! # of Buildings / Length CJ Fire Sprinklers ~Q Type of Construction _ Width ~O REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof: -*Ice & Water Final Pool: Footings Air/Gas Tests Final Framing Drain Tile Fireplace: Rough In Air Test Final Siding: -Stucco Lath 'k Stone Lath -Brick Insulation Windows Sheathing Retaining Wall: _ Footings - Backfill - Final Sheetrock Radon Control Fire Walls Erosion Control Braced Walls Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee 3 .2G-4, 7~ f. L 0 0 6P 9`~ / d ? A 1-2 Surcharge t 11 d 40 Plan Review G; f 5"'f C /,6;.o Z7'Y'' MCESSAC City sac kf Utility Connection Charge S&W Permit & Surcharge J Treatment Plant F~'*NCR J tv- 40 51110 000 ar Copies W Page O r- TOTAL ~'7 Page 2 of 3 New Construction Energy Code Compliance Certificate Per 1 ,11101,13 Building Certificate. A building certificate shall be posted in a permanently visible location inside rertilicale posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N 1101.8. T/atitng Address or the Dwelling or Dwelling Vail City 3475 SAWGRASS TRAIL EAST EAGAN Name of Residential Contractor AIN License Number LENNAR THERMAL, ENVELOPE RADON SYSTEM Types Check All That Apply X Passive (No Fan ) w o ~ c Active (With fan and mononrefer or l~ other system monitoring device } W V C a O u 0 ¢ O U d 0°i a M m u U y a a i5 rn v iz 2 v z r~ UO I i O O ,a Op ~ b F°- Z a t° u°. rx R Other Please Describe Here Below Entire Slab X Foundation Wall INTERIOR 6R Perimeter of Slab on Grade X Rim Joist (Foundation) 10 INTERIOR Rim Joist (I't Floor+) 10 INTERIOR Wall 21 Ceiling, not 44 Ceiling, vaulted X Bay Windows or cantilevered areas 38 5 Bonus room over garage X Describe other insulated areas Windows & Doors eating or Cooling Ducts Outside Conditioned Spaces Avera a U-Factor (excludes skylights 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 Selecta Type Appliances Heating System Domestic Water Heater Coolin S stern X Not required per mech. code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH090XP48C GPVH60N 13ACX-042-230 Describe: Input in 88 000 Capacity in ss Output in 3,5 Other, describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 74,714 Heat 33,148 Location of duct or system: Structure's Calculated Gain: AFUE or SEER: 13 I{SPF% 93 Calculated J3:8.668 Efficiency coolin load: Cfm's PLAN 6012 a round duct OR Mechanical Ventilation System a metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a Type ource heat pump with gas back-up furnace): Not required per mech. code Select Type X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: Ili h: Other, describe: Ener Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: X Continuous exhausting fan(s) rated capacity in cftns: 3 fans cont. low total 100cfm Mechanical Room Location of fan(s), describe: Owners Bath and J&J Bath and 314 Bath C11, Is Capacity continuous ventilation rate in cfms: 10016- Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 475 " metal duct Created by BAM version 052009 PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE 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 Roof Construction: Plan Reviewed: AL Peaked roof with manufactured trusses 24" O.C. ff ii [ 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 '7L Average window/wall area for exterior wall: ~~6 with butyl-based caulk With this window/wall area ratio and STC 40 walls, windows Fireplace Chimney Cap: with an STC 30 can be used to meet the noise reduction Built-in flue damper, chimney cap, glass enclosed requirements; Ventilation Duct Exterior Wall Penetrations: Summa : All exterior ducts will have bends as required by the ordinance Other measures including duct bends and caulking are being taken to ensure minimum transmission of noise through the Door and Window Construction: exterior building shell so that the construction should meet Windows: Atrium (30 STC) the compatibility guidelines. Sliding Patio Doors: Atrium (30 STC) Therefore, the materials and construction as proposed should meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC) Skylights: N/A Review Completed (date): Other Exterior Wall Penetrations: Review Completed by: Tom Tamte Sill sealer between plates and blocks Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City website and at City Hall. The completed form must be submit- ted In duplicate.at tha time of application.of a mechanical permit for new construction. Additional forms may be downloaded and printed at: 44 Site address L~~! S Date contractor / 77 °7- rs/ completed ✓ ~ G r+ g ~ Section A Ventilation quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including jl `5 ~O Basement -finished or unfinished) 'J Total required ventilation Number of bedrooms Continuous ventilation 7 Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ sq. ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 .90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3507.-4000 110/S5 125/63 140/70 155/78 170/85 185/93 40014500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation -The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. GASAFETYWK1Vent-makeup-comb air submittal (2).docx Page 1 of 6 Section 8 Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- 91 Exhaust only ,e-S- ~C, 7 /nts✓ ery Ventilator) - cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm lation rating b more than 100%. Low cfm: High I I cfm: Continuous fan rating in cfm (capacity must not exceed ~c c/continuous ventilation rating by more than 100%) /f313L ~"i41 Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low c fm airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent A-rA A Jri 36 fv ~ : N r ~rk ~l0 Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low c fm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a largerfan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation C/ r Directions - Describe the operation of the ventilation system. There should be adequate detail for pion 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 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type (round, rectangular, flex or rigid) (NR means not required) Page 2 of 6 Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flexor rigid) to the last line of section D. The make-up air supply must be Installed per iMC 501.3.2.3. Table 501.3.1 F PROCEDURE TO DETERMINE MAKEUP AIR QUANiTY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be reoulred for combustion a pliances, see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column D Column A Column B 1. a) pressure factor 0.15 0.09 0.06 0.03 (cfm/sf) b) conditioned floor area (sf) (Including unfinished basements Estimated House Infiltration (cfm): Ila x 1b) 2. Exhaust Capacity a) continuous exhaust-only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as V H RV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically 306 (not applicable if recirculating system CP or If powered makeup air is electrically interlocked and match to exhaust d) 80% of next largest exhaust rating (cfm); bath fan typically Not (not applicable If recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust Total Exhaust Capacity (cfm); [2a + 2b+2c+ 2d 3. Makeup Air Quantity (dm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) / Makeup Air Quantity (dm); (3a - 3b) (if value is negative, no makeup air is ✓ e;7 needed) 4. For makeup Air Opening Sizing, refer I to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (power vent and direct vent appliances may be used.) 8, Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be ln- cluded.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap. Duct d!- pliances, or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance Column A appliances 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 30-17 q Passive opening 67-log 42 - 66 Y9 - 46 18-28 5 Passive opening 110-163 67-100 47 - 69 29 - 42 6 Passive opening 164-232 101-143 70-99 - 61 7 Passive openin 233 - 317 43 144-195 100-135 62 62 - 83 Passive opening 318-419 196-258 136-179 8 w/motorized dam er 84-110 g Passive opening 420 - 539 259 - 332 180 - 230 w/motorized damper 111-14Z 1D Passive opening 540 - 679 333 - 419 231- 290 w/motorized damper 143 -179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct Is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, Increase the duct diameter by one inch. Flexible duct shag 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 + Other, describe: Explanation - if no atmospheric or power vented appliances are installed, check the appropriate box not required. If a power vented or atmospherically vented appliance installed, use IFGCAppendix E, Worksheet E-1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. ix E, Worksheet E-1 ombustion Air calculation Method Boiler, and/or Water Heater In the Same Space) lete vented combustion appliance information. Fe er: d _ Fan Assisted ~ Direct Vent Input: `Btu/hr or Power Vent Water Hea ter: -Draft Hood x Fan Assisted _ Direct Vent Input; QQQ or Power Vent Btu/hr FStandardd Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. p S Includes all spaces connected to one another by code compliant openings. rr~~ CL-- a CASvalume:_ollrn9ft LxWxH L W H Determine Air Changes per Hour (ACH)1 ult ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If year of construction or ACH Is not known, use method 4a (Standard Method). Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) dard Method u/hr input of all combustion appliances Input: Btu/hr ndard Method column in Table E-1 to find Total Required TRV: fta (TRV) olume (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: , OO Btu/hr Use Fan-Assisted Appliances column In Table E-1 to find RVFA: 3ft a 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) i Total Required Volume (TRV) = RVFA+ RVNDA TRV = + _ ~ TRV fta If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) Is less than TRV then o to STEP S. Step S: Calculate the ratio of avallabfe interior volume to the total required volume. rRa CAS Volume (from Step 2) divided by 7RV (from Step 4a or Step 4b) Ratio = 8 / 3 0 Calculate Reduction Factor (RF). inus Ratio RF - 1- alculate single outdoor opening as if all combustion air is from outside. u/hr Input of all Combustion Appliances in the same CAS Input: Btu/hr DIRECT VENT) tion Air Opening Area (CAOA): /hr divi ded b 3000 Btu/hr per In= CAOA = y10 OQ / 3000 Btu/hr per iW - 3. 3J alculate Minimum CAOA. m CAOA = CAOA multiplied b RF Minimum CAOA = 13. ~3 x = f! 3 in' o ,3 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD =1.13 multiplied by the square root of M!nfmum CAOA CAOD =1.13 V Minimum CAOA = in. diameter o u one inch In size If using flex duct 1 if desired, ACH can be determined using AS14RAE calculation or blower door test. Follow procedures in Section G304. 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O ' s p m ZL e s v "a W N .a v A W v W r N N W N N ' CL K _ H ~ Z tr t a ► N ic~,i L- o o"---~ wr o~ Project Summary Job: 6012 -I wrightsoft° 7 Date: February 21, 2014 Entire House By: Scott IN ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 9524454692 Fax: 952445-7467 Email: SALES@ELANDERMECHANICAL.COM Project Information Far: 3,175- >e w~~ q97 Notes: Design Information Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions /r Outside db -95 OF t1Outside 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 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 49027 Btuh Structure 29876 Btuh Ducts 1419 Btuh Ducts 471 Btuh - Central vent (147 cfm) 13300 Btuh Central vent (147 cfm) 2801 Btuh Humidification 10968 Btuh Blower 0 Btuh Piping Btu Equipment load tr"4714 uh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33148 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1885 Btuh Ducts 94 Btuh Heating Cooling Central vent (147 cfm) 3541 Btuh Area (ft2) 4816 4816 Equipment latent load 5520 Btuh Volume (ft') 31420 31420 Air changes/hour 0.13 0.07 Equipment total load 38668 B u Equiv. AVF (cfm) 68 37 Req. total capacity at 0.80 SHR Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090XP48C * Cond 13ACX-042-230-** AHRI ref 4792309 Coil C33-43*++TDR AHRI ref 5560938 Efficiency 93AFUE Efficiency 11.0 EER, 13 SEER Heating input 88000 MBtuh Sensible cooling 33200 Btuh Heating output 83000 Btuh Latent cooling 8300 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 0.86 Boldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. * wrights+oft' Right-SuRe® universal 2012 12.1.06 RSU13410 2014•Feb-20 1 Pa9ge 1 ...tiDeskloplHeat Losses 20131Lennar 6012 Eegan.nrp Cato - MJ8 Front. Door faces: N Component Constructions Job: 6012 - wrightsoft° Date: February 21, 2014 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-4454692 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 TO (°F) 85 18 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 54.5 36.6 Dry bulb (°F) -96 88 Infiltration: Daily range (°F) - 19 ( M) Method Simplified Wet bulb (F - 71 Construction quality Ti ht Wind speed (mph) 15.0 7.5 Fireplaces 1 Tight) Construction descriptions Or Area U-value Insui R Htg HTM Loss Cig HTM Gain n BtuhAP-'F m-TFretuh BIuhAF Btuh BtuhAN Btuh Walls 12F-Osw. Frm well, vnl ext r-21 av ins, 1/2" gypsum board tnt n 729 0.065 21.0 5.52 4028 1.21 884 fns h, 2"x6" wood firm a 542 0.065 21.0 5.52 2997 1.21 658 _ s 714 0.065 21.0 5.52 3945 1.21 866 W 729 0.065 21.0 5.52 4030 1.21 884 all 2715 0.065 21.0 5.52 15000 1.21 3291 1 B-10sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, n 336 0.050 10.0 4.25 1428 0 0 Q71 t , 8" thk a 352 0,050 10.0 4.25 1496 0 0 Q7s 304 0.050 10.0 4.25 1292 0 0 all 992 0.050 10.0 4.25 4216 0 0 Partitions (none) Windows 61A: VINYL Insulated Glass Double Hung; NFRC rated n 19 0.280 0 23.8 452 10.5 199 (SHGC=0.29) s 54 0.280 0 23.8 1285 18.5 999 w 234 0.280 0 23.8 5577 32.1 7513 w 20 0.290 0 24.6 493 32.2 645 w 55 0,280 0 23.8 1309 32.1 1763 all 382 0 23.8 9117 29.1 11120 61A: VINYL Insulated Glass Double Hung; NFRC rated a 131 0.280 0 23.8 3120 29.3 3836 (SHGC=0.26) a 34 0.280 0 23.8 813 29.3 1000 s 12 0 280 0 23.8 286 17.1 205 all 177 0.2 0 0 23.8 4219 28.4 5041 10D-v: 2 glazing, cir low-e outr, air gas, insulated vin l frm mat, clr w 20 0 25.5 520 15.5 316 innr, 114" gap, 1/8" thk; NFRC rated (SHGC=0.18 61A: VINYL Insulated Glass Doub a RC rated w 41 .270 0 23.0 936 35.6 1453 LGHGCD3 Doors 11JO: Door, mil fbrgl type a 40 0.600 6.3 51.0 2054 17.9 721 Ceilings 16CR-44ad; Attic ceiling, asphalt shingles roof me r-44 c it ins, 1824 0.022 44.0 1.87 3411 0.95 1740 5/8" gypsum board int fnsh 2014-Feb-20 16:23:14 !~•C wrightsoft' Rlght SuiteO Universal 2012 12.1.08 RSU13410 Page 1 flt ZP, ...1DesktoplHeat Losses 20131Lennar 6012 Eagen.rup Cale = MJ8 Front Door faces: N Floors 20P-38c: Fir floor, frm flr, 12" thkns, carpet fir fns r-5 ext ins, r-38 252 0.030 38.0 2.55 643 0.40 101 cav ins, gar ovr 20P-38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh r-5 ext ins, r-38 52 0.030 38.0 2.55 133 0.40 21 cav ins, gar ovr Fir floor, frm fir, 12" thkns, hrd wd fir fnsh r-5 ext ins 24 0.030 38.0 2.55 61 0.40 10 r-36 gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1496 0.020 0 1.70 2543 0 0 2014-Feb-20 16:23:14 4::. wrightSOW Right-Suites Universal 2012 12.1.06 RSU13410 Page 2 /Z?A~~7 ...1Desktop%Heat Losses 20131Lennar 6012 Eagan.rup Cale m MJ8 Front Door faces: N LOT SURVEY CHECKLIST FOR RESIDENTIAL 7 BUILDING PERMIT APPLICATION PROPERTY LEGAL:Cl~ -7~~~_ DATE OF SURVEY: LATEST REVISION: m as c ca U Y Q -a O z d DOCUMENT STANDARDS ,f ❑ ❑ • Registered Land Surveyor signature and company ,B' 0 ❑ • Building Permit Applicant z ❑ ❑ • Legal description 2r ❑ 0 • Address g ❑ ❑ • North arrow and scale 'K 0 0 • 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.) ❑ 0 • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing 0 ❑ • Property corners '00 0 * Top of curb at the driveway and property line extensions ❑ ,0' 0 • Elevations of any existing adjacent homes X ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches le 0 0 • Waterways (pond, stream, etc.) Proposed 'z ❑ 0 • Garage floor jar ❑ 0 • Basement floor k 0 0 • Lowest exposed elevation (walkout/window) 'J2, 0 0 • Property corners 0 ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) X-0 0 • Easement line 0 4 ❑ • NWL ❑ ;2' 0 • HWL 'z 0 0 • Pond # designation 0 ,fd- 0 • Emergency Overflow Elevation ❑ 0 • Pond/Wetland buffer delineation (]W . Shoreland Zoning Overlay District Y N Conservation Easements DIMENSIONS 0 Lot lines/Bearings & dimensions ,0' ❑ ❑ Right-of-way and street width (to back of curb) Z' ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements p' ❑ ❑ • Setbacks of proposed structure an sideyard setback of adjacent existing structures /,2' 0 0 • Retaining wall requirements: Reviewed BY1 Date 7 GIFORMS/Building Permit Application Rev. 11-26-04 V t Lot 7, Block 1, STONEHAVEN 5TH ADDITION according to the recorded plat thereof Dakota County, Minnesota WETLAND Address: 3475 Sawgrass Trail West, Eagan, Minnesota W-G House Model: 6012 Elevation: C3 - - --TBuyer: Inventory i Edge of wetland or per plat 61 510\\\ Scale: 1" = 20' ` s \ `9 Benchmark: top nut hydrant Lots 6-7 Blk 1 e o~e~ p\oti ` elevation =886.18 `$6 OseeOt P ~U1° / CL > a 0 CS \ m C~p Vacant v i ~X 2l CP X0 10 la~$ 26 00 \\\C~~ (f Q \'w 00 t5`, O % O oPas cs tS 'll 0O? p ` ✓ O 8 5 Benchmark: top of spike elevation = 883.84 ~0 ~ ~ sed \ O Vacant a~G o~I w ooP boy SO hN cp cp, o ~o 0 9 Lot area =10783 sf House area =2151 sf Porch area =195 sf laSS' O CPO Sidewalk area =71 sf lag5~~ \ i a a Driveway area =849 sf Benchmark: u' \ \ Impervious Coverage =30.3% top of spike Building Coverage =21.8% elevation = 883.71 X 000.00 Denotes existing elevation ( 000.00) Denotes proposed elevation Denotes drainage flow direction 83 °~>m D Q / / / O ~-7 A Denotes spike Denotes conservation post / W 4 A TREE LINE ~ . 00 ~ G°~~ K w i6 Lowest allowable floor elevation (877,0) V i S P 'S House elevations (Proposed) / As-built Lowest Floor Elevation :(878.7) i~// / Top Of Foundation Elev. :(886.7) Garage Slab Elev. ® Door :(886.4) _7 / Construction Notes: O EWED 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. By 3. Sidewalks shall drain away from house a minimum of 1.0%. Date ,~7~/ 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 'i', 6. Add or remove foundation ledge as required. F,pGAN E.NGII+~EERWG DJ 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 or 2. This survey does not purport to show improvements or report was prepared by me or under my direct supervision and encroachments, except as shown, as surveyed by me or under my that I am a duly licensed Land Surveyor under the laws of the direct supervision. State of Minnesota, dated 01/22/14. 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. Hawkinsc 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: P12NEERengineering I,07_24_74Stake House Certificate of Survey for: CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIIl'I'ECTS Lennar Corporation Ph.: (651) 681-1914 16305 36th Ave N Ste #600 2422 Enterprise Drive Fax: (651) 681-9488 project # : 113206021 Plymouth, MN 55446-4270 Mendota Heights, MN 55120 www.pioneereng.com Folder 7498 Drawn by: TSS Phone: (952) 249-3000 / Fax: (952) 404-1909 0 ?014 PinnPer Fnoin-rino City of���a� Address: 3475 Sawgrass Tr W Permit#: 120983 The following items were/were not completed at the Final Inspection on: ��/'� � '"�������,���'' - -p i '�� .n Isg�,�vlo.���i���r�Y�i�m���i�i���:�x�, i���(��,a>r i.,� z ' ��►,r���F��+� �rl��m�li�°�8 ��or�1n1�'r1tS �.�. �4 �9 ���I�� � It mi�_'M". IIGS��IIIIkdt�,.A,� i��'_.r;r Final grade - 6"from siding Permanent steps —Garage Permanent steps— Main Entry Permanent Driveway �p�� � �rZ� � �j _� Permanent Gas Retaining Wall or 3:1 Max Slope Sod eded Law �p p�.� � � �� ��.- Trail / Curb Damage ' Porch �h,�" �L.'�''G�1 ���� 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: G:\Building Inspections\FORMS\Checklists . � Use'BLUE or BLACK Ink �------------------, � For Office Use I • � Permit#:����� I �lt� Of ����Il - I Permit Fee: ���K I 3830 Pilot Knob Road � ' �, , � ' � Eagan MN 55122 � Y� ; � Date Received: �� � � Phone:(651)675-5675 � �l I Fax:(651)675-5694 � Staff: �-----�=---------� 2014 RESIDENTIAL BUILDING PERMIT APPLICATION ` ���� ���� I, (� � ��'� �� ,�� Date: � / Site Address: �J � f�� �, Unit#: � Name: �I�L%�i�4Li S�I.vA-2^F- Phone: �7g "g3to—`�3"��0 R@StC�Etlt/' �wner Aaaress i c�ry i z�p: �v��I� ��C�t�A�S Ti2�1+=� l.� Applicant is: Owner �ontractor " Type of Work Description ofwork: ��� ��1'�,C_ Construction Cost: � J, ��C� Multi-Family Building:(Yes_/No.�� Company:�� ��G.�G, � k�:YJt� �. C�C� r Contact: �!!'�C� �`cz�-21� : C011t1dCt01' Address:�p�'(� ` �/ �-� sT2tC� �I City: �ip���`� L��C�/ State: /�Zip:� Phone: 9S1Z-�3Z-��r ail: �il:/c�b�,�G�Cc'�r�/�df�, � License#: J '7 �7 Lead Certificate#: �'T -�a.�S$ "l D ��t S5'/ 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 y�r�s�rb�it are considered to be public inforalat�on. Portions of the information may be classified as non p�rb�ic if pc�provide specific reasons thaf wouJd_permit the Gity to conclude#t�at t�e are trade secr�ets. CA���EFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. C81148 hours befq�you intend to dig to receive Iocates of underground utilities. www.aooherstateonecall.orp 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 compl ted within 180 days of permit issuance. x ��(.u- ���YJ�-f� ApplicanYs Printed Name Ap c s Si ture Page 1 of 3 r .. � � �3`�7� �u'��`'Ss '�r DO NOT WRITE B�LOW THIS LINE ��� / 3� SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Altera�ion(Single Family) _ Single Family Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi �[ Deck Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex 7i 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 �'} � Valuation �`�' Occupancy MCES System . _ Plan Review Code Edition �/',��"� SAC Units (25%_100%�) Zoning � City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: � Footings(Deck) Final/C.O. Required Footings(Addition) � Final/No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Roof:_Ice&Water _Final Pool:_Footings _Air/Gas Tests _Final Framing Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining Wall:_Footings "_Backfill_Final Sheetrock Radon Control Fire Walls Erosion Control Braced Walls � Other: ' Reviewed By: � �, Building Inspector �... `�-_—�:�`'�' -�—'�''�a_."""�,.� i . _ � � RESIDENTIAL FEES �' Base Fee � _ '� Surcharge +���` Plan Review MCES SAC �/` � � , • � � � City SAC � Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 I � . .. Lot 7, Block 1 , STONEHAVEN 5TH ADDITION ��,�--� 3 ' according to the recorded plat thereof Dakota County, Minnesota WETLAND Address: 3475 Sawgrass Trail West, Eagan, Minnesota W-� House Model: 6012 Elevation: C3 � �--�Buyer: Inventory � � , /.-� `$65 j � 3:1 N4�.�murn ���;��� Edge of wetland ---- �� g'19 �, tlr��3��1�"!im&� �rA���� ���'��� �� �� ����ai'�£� per plat ��/ 1 i •a ° /�� � ,�o- � `A1 �� /� '�V� °' ���� � �� � a� ; � ,�� � o� � , � � S6� �`� � � , `, ` � `� Scale: 1" = 20' �� \ s ��'Y'�a5+ k��F r-1 � � � �`9 :: ,�„ , chmark: �i � `P�, �t����y � ,� � � to nut hydrant Lots 6-7 Blk 1 �� � ond p�oti � � ��` elevation =886.18 la/ ` �os me`Pat 6� � ��� "1 ` � I / ��� a 'p� � �� A �� � � � � � � X \\\x � �+ �� $ .� Q� ���/`4i.a�� , � � r' � � ���1� � � � �� �z !� ��; �� ����: � ,��� , 7 ,� � o �a`'. � � �J � �` wa ��C�� .. -��'� � � � o � � � �� r ' � � �� ��� � �R��. ��?�l� ' _.. � �'� _ i � la�� � i k :\ ';.„:, �� � t��i..� -____ ,_._. _ .._._._ � � � � � � X .��� �M� �� A �'���'�'Va�ca��i �.C:��d��VJ D1Vi:.�I{�:'!; v � �X 2� 2 $ � ��o �� <$� �6�O r'� \��� Q 5 � cS`cS.. �' o �W � o0 o `� � 6�� ��� o, ��j�� / Q� �� �� 6p0 � � 1 a '' 1a ed N� � �� a$6�� � � L �'I� PtNoug`N0�` s° �� ��'�,✓ O l$� � F � � $ � � 5 ��� Benchmark: "�cp `, s.� 20�0 �\ ��` top of spike � �� a86�� �� elevation = 883.84 , o , '- ��� \ �, ��p0 � d � 6, � •� o5e VaCant �����,o�� � P�°Pe�jOy � � �0 `�w o<�r N 9 \ 37 � �� s ��'/° `0��$ 5' % •/ . w�; �mw 9 a�s o � 2� / .. .. O - .a, a �, �$$6 0 �\ � � A � 188�`/: ��' � L O't U C B Q =I L 8�• �' � / :-� - . ' ' �./ � ; � , ... ,.. House area =2151 sf \ � � Porch a�ea =195 sf �> i �� `8B5y> �o i � �� ` �' � d Sidewalk area =71 sf `�g5 � � `�� i 'N ° Driveway area =849 sf Benchmark: v' � � � � / Impervious Coverage =30.3% top of spike s 5 \ � � �� . ' �• �• w� ���� Building Coverage =21.8� elevation = 883.71 �' � � � �•Q '" ' > / �, ��� l � e / / � / X 000.00 Denotes existing elevotion � � � :a. e �� \��� /��� W ( 000.00 ) Denotes proposed elevation �m `�m � �� i� � Denotes droinage flow direction p�j� �`O ^.'e ,!. . �i� �7� - Denotes spike l$�3• �i� L��O � � i ✓ i i �.' a.:' i � �� � Denotes conservation post / ' W '��� \ � \ + (��,� � // , '\� d � � 0�2 AC✓ /f�� �� .,. ;.�' TREE LINE � .' � ` 66 `' S . � � �P Lowest allowable fioor elevation : ($77.p� � �' �i i �'j �/ � ,, ,, �- ,:S P�1JG � �� House elevations �Proposed� / As—built � �\ � �� / Lowest Floor Elevation :(878.7) / ��\ �\��� /��� / Top Of Foundation Elev. �($86•7) / � /�''�,� i � � � /.�� �� / Garage Slab Elev. � Door �(886.4) � .so0 � � � i / ..o �� � � � {I �� Construction Notes: �� �� / 1. Install rock construction entrance. � � / 2. Install silt fence as needed for erosion control. �� / �y 3. Sidewalks shall drain away from house a minimum of 1.0%. � � Date ��7��� 4. Contractor must verify driveway design. � / , 5. Contractor must verify service elevation prior to construction. �� F.pGqi�1 p,.i�((}INL',EitiNG DEPTa 6. Add or remove foundation ledge as required. � � �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 or I 2. This survey does not purport to show improvements or report was prepared by me or under my direct supervision and encroachments, except as shown, as surveyed by me or under my that I am a duly licensed Land Surveyor under the laws of the direct supervision. State of Minnesota, dated 01/22/14. 3. Proposed buiiding 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. Hawkinso , Professional Land Surveyo those shown on the recorded plat. Minnesota License No. 42299 ! 6. Bearings shown are based on an assumed datum. email—phawkinsonC�pioneereng.com I � Revisions: 1.)O1-24-14 S[ake Housc I PI�NEERen ineerin Certificate of Survey for: � � Lennar Corporation CIVIL ENGINEERS LANU PLANNBRS LAND SURVETORS LANDSCAPE ARCIII'I'ECTS 1 Ph.:(651)681-1914 16305 36th Ave N Ste#600 2422 Enterprise Drive Fax:(651)681-9488 Plymouth,MN 55446-4270 y Mendota Heights,MN 55120 www.pioneereng.com Project#: 113206021 Phone:(952)249-3000/Fax:(952)404-1909 � Folder#: 7498 Drawnby: TSS PERMIT City of Eagan Permit Type:Building Permit Number:EA139380 Date Issued:10/20/2016 Permit Category:ePermit Site Address: 3475 Sawgrass Tr W Lot:7 Block: 1 Addition: Stonehaven 5th PID:10-72704-01-070 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael S Stewart 3475 Sawgrass Tr W Eagan MN 55123 Fireside Hearth & Home 2700 Fairview Ave N Roseville MN 55113 (952) 985-6675 Applicant/Permitee: Signature Issued By: Signature Ink 1 For Office Use (IVi Permit#: S -77 E AG N •- •--• Permit Fee: g -v�_ � RECENT' 'F�� Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 RECEIVED (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 CAU1 5 019 Staff: buildinginspections(cr�.cityofeagan.com 2019 RESIDENTIAL BUILDING PERMIT APPLICATION Date: g f 11'( Site Address: 3'415 SA,-.,9«f S 1-PA71. I.J. Unit#: AQ N= eA-r GAY (,12-Z2-2- '1111 I Name: Phone: Resident/ Owner Address/City/Zip: 3 47 S 5A1.4 ccASS TO.. w- t 466 iQ Au) S$I Z 3 Applicant is: Owner )( Contractor Description of work: A01:17-T rOPJ Type of Wolk Construction Cost: 10S, S5 . t2 Multi-Family Building: (Yes /No ?C ) Company: ‘a-EAT NbITHLRN Bu L.og es 1-1.-L Contact: 4 Sl- 3oL-'111.4 (Pwre) Contractor Address: 3S2...0 TER"�zNv- pie. City: EAGAKI State: MN Zip: 541.01 ffILt Phone:`n• 'its"437 t Email: nv..fs-LgKbMn.co•s.% License#: Q L 4 S(.1 es" Lead Certificate#: If the project is exempt from lead certification, please explain why: Qt)z�z Pc T 7 g $9't r /t COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plansand supporting documents that you submit are considered to be public Information. Portions of the Information maybe classified as non:public if youprovide'sped&reasons'that would permit the City to conclude that they are trade secrets.3 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 approv plans. x NA-re 13L-34") x Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE ( 7 S f� 1F- C) S -7 6- yLç4 ) SUB TYPES Foundation Fireplace Porch (3-Season) Exterior Alteration(Single Family) Single Family Garage *e- 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 Valuation j/C2V Occupancy /AC -/ MCES System Plan Review / Code Edition Q /( SAC Units -- (25% 100% V) Zoning P D City Water — Census Code II 311 Stories I Booster Pump .-- # #of Units / Square Feet 3 36" PRV #of Buildings / Length 9-/ Fire Suppression Required Type of Construction z,0 Width /(i REQUIRED INSPECTIONS Footings (New Building) Meter Size: ,i Footings (Deck) Final/C.O. Required it Footings (Addition) Final / No C.O. Required Foundation Foundation Before Backfill „„e HVAC Service Test Gas Line Air Test Hood Roof: 1- Ice& ater .,y( Final Pool: Footings Air/Gas Tests Final Framing V30 Minutes 1 Hour Drain Tile Fireplace: Rough In Air Test Final Siding: Stucco Lath Stone Lath Brick EFIS eInsulation Windows ,& Sheathing Retaining Wall: Footings Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In Final * Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector oP RESIDENTIAL FE S IS ii-sddle,-/e -7ty,ti ,)5- .or _, Base Fee /77 ..i Surcharge a),9-4 /* Pg ex /s_°/ 3 3 0 ',-` Plan Review 3/0 spi4m, .Cfhi i , r� Grr/ MCES SAC City sac � B,�----;7--G � Utility Connection Charge S&W Permit&Surcharge Treatment Plant Radio Meter Read Copies 6 & --Jr TOTAL Page 2 of 3 .s-76.47 Lot 7, Black 1 , STONEHAVEN 5TH ADDITION according to the recorded plat thereof Dakota County, Minnesota R E C 2E 1:13E190 WETLAND Address: 3475 Sawgrass Trail West, Eagan, Minnesota W-G House Model: 6012 Elevation: C3 AU' ------Buyer: Inventory '� C �g r . . Edge of wetland -- or Retein1::g ti ,. '. L eli� per plat �`---- 1 g• I i "\�c, Be fleyu!red \ - m Akba, �' Ø Scale: 1" = 20' s \ `.- Benchmark: \ 6, J�1\,ty \ '2 top nut hydrant Lots 6-7 Blk ,�� •> a�a 9\ati \ elevation =886.18 e �$6k' p<ose�t Pe Lo / `$�, m� o \ NO / -/f .C.7-4,4"4/111 44 ai9)2i4 70 co, n-is Pita/tic X u4 ON.... :- \ .7:' ' ' ""I r-D , 7 ,.., _ . ....x .,.,>0 c, -2. 0 S ti f: ''.{: e.9 Z. 1'11 • 3/?��! CP $7 \ r •� 1 , �, \ .. A Vacant �t: ,.vZ i /X \\ ;I\ sam LI% \ _- --- •\ - J (5)1.0 C6.1% g • �� 1a�0 ,\600 ftiv-liii 3? a as O $6.1 a :ose se s do Ts% Crl�1PcN �y 0 \ o �� c•J O `a�1. ,, FB 1. A.\ 0 't • Benchmark: `'gyp ,, �� �s� 20� \ top of spike EAG/ N \ elevation = 883.84 REYIIWED o �866�1 \ BY: '� /1 4--00 - 0 sea \• Vacant -',°\1 POfwe,'°y `s4 DATE: 0-1 / ; (9 --a<arN \ - T �` --- p °°_o pJ°fo / BUILDING INSPECTIONS DIVIS JN' 56 %9`.1t1, - .cp gs� % \°. I 5• 0. 2) ..• •. Lot area =10783 sf Le / 1 \ i:**) = House area =2151 sf ...-t'.. 6 Porch area =195 sf / \\‘ k\ laB�' . �. .eSidewalk area =71 sf a$5:11 �i Driveway area =849 sf ` Benchmark: (.4 \--- \ �� Impervious Coverage =30.3% top of spike s 5 \ q, �'\/ Building Coverage =21.8% elevation = 883.71 \� i �� `, • • • �_�• f CP \��� 1 o ' ' • • X 000.00 Denotes existing elevation El ''.••• :Q. • ��-.A /` /� � ( 000.00 ) Denotes proposed elevation 0, w . -�i Denotes drainage flow direction 91`� Q .•. �7 A Denotes spike f�� CP �' • ,-\/ 1 O / TDenotes conservation post / ': i�\ ./' \ 1 TREE LINE \ �5 f r \� 66°�� C21AAS5 Lowest allowable floor elevation : (877.0) \ mss\i y S �r 27 0 \/ \ 7 - V 5 House elevations (Proposed) / As-built \ \\ �i / Lowest Floor Elevation :(878.7) / \\\ \ �i�- //7� ..------ \ Top Of Foundation Elev. :(886.7) / \ V\'i- �� / Garage Slab Elev. @ Door (886.4) / .6'00 \ �� ,.o\ i� / . Construction Notes: )/ \\ / r' :,EWED 1. Install rock construction entrance. \ \ ...----- 2. 2. Install silt fence as needed for erosion control. \\ / By �I� #:- 3. 'Sidewalks shall drain away from house a minimum of 1.0%. /5 ) / 4. Contractor must verify driveway design. \ Date / �f�� 5. Contractor must verify service elevation prior to construction. \ /� EAGAN ENGINEERING DENT', 6. Add or remove foundation ledge as required. \\\ 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 or 2. This survey does not purport to show improvements or report was prepared by me or under my direct supervision and encroachments, except as shown, as surveyed by me or under my that I am a duly licensed Land Surveyor under the laws of the direct supervision. State of Minnesota, dated 01/22/14. 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 riot the responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than Peter J. Hawkinso , 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: I.>0'-24-14 Stake H°� Certificate of Survey for: PINEERengineenng Lennar Corporation • CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS i I Ph.:(651)681-1914 16305 36th Ave N Ste#600 2422 Enterprise Drive Fax:(651)681-9488 Plymouth,MN 55446-4270 www.pioneereng.com Mendota Heights,MN 55120 www. Project#: 113206021 p g Folder#: 7498 Drawn by: TSS Phone:(952)249-3000/Fax:(952)404-1909