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3610 Springwood CtDate: °war ItoIL decj 67/a fq Awe' 3.79f oil City of Eaall PL q g1 q — X6.0® 3830 Pilot Knob Road r Eagan MN 55122 Phone: (651) 675-5675 RECEIVED g514- + Qt� Fax: (651) 675-569. 1 ( FEB 1 5 211 r Use BLUE or BLACK Ink Permit #: Permit Fee: Date Received: J Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION frOVA 74/20i -t_ 1/-1/ Site Address: / ,---5;4V!'N Z/t/G'7J' / 3-1 CA Tenant: /J+Z%. lf\- _s -7/6,4d.41/&--1 / Suite #: RESIDENT / OWNER Name: Ai /V » & 1,144 Phone: ` j'°)..`2W- 2i1 Address /City /Zip:3 s.-, 6+%A. f 74 /4-. 4" Applicant is: Owner Contractor TYPE OF WORK . Description of work: 4 ia) pfd ,1,(... 674/..11-- Construction Cost / Ve.4 tic/ .) Multi -Family Building: (Yes / No . ) CONTRACTOR Name: /€I)k}'( 4v License#: /C7( Address: f .3- t it A- y24 /./_) I /' e1 : (/JA- ' 2Kt71,9 State: /MA-) Zip: 5" f- 3 (1,/ Phone:n Contact: fD / Email: ;u u I fl P r1 t O ,&v.0Jr 11'a4''l COMPLETE In the last 12 months, has _Yes No If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan?/- date and address of master plan: /� Q.-J'�j-t 34i_1 " Licensed Plumber: 1 6v MC GjPhone: OP) V K - J ( Mechanical Contractor: Sewer & Water Contractor: Phone: ii r' / of !t' Phone: c'J7) fY �� '03 97 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.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 appcoual of -Fan . x I r d %. ileffefer L �JG'tr..._ Applicant's Pr -lilted Name Page 1 of 2 /►'11� Reviewed By: f_-( 0,3000( DO NOT WRITE BELOW THIS LINE Accessory Building WORK TYPES X. New Addition Alteration Replace Retaining Wall SUB TYPES Foundation Fireplace Single Family Garage Multi Deck 01 of Piex Lower Level DESCRIPTION Valuation Plan Review (25% 100 %_( Census Code # of Units # of Buildings Type of Construction Interior Improvement Siding Move Building _ Reroof Fire Repair _ Windows Repair Egress Window / 0 / TB RESIDENTIAL FEES' Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies rt* TOTAL Porch (3- Season) Porch (4- Season) Porch (Screen /Gazebo /Pergola) _ Pool Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) �,/ Foundation 1 Drain Tile Roof:tce & Water Final Framing Fireplace: Rough In :ti Test 4? Final Insulation Meter Size: J,tc - 2 9 , ,Z. / ? -�L Sheetrock Final / C.O. Required Final / No C.O. Required HVAC Other: Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous _ Demolish Building* Demolish Interior Demolish Foundation _ Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water r Booster Pump �p PRV NO Fire Sprinklers ND Pool: _Footings _Air /Gas Tests Final Siding: Stucco Lath je Stone Lath Brick Windows — - - Retaining Wall: Footings _ Backfill Final Radon Control Erosion Control , Building Inspector /2.3/ id a4/ >10-44) eS /47 / sr /"ut- / 2 74 & f112- /y09 a ' l9C0$@ fl2 nti,SJt Role & 3 -- Y Page 2 of 3 rer rvr lu l s [sanding Certificate. A building certificate shall be poste d in - permanently visible location inside the building. The certificate shall be completed by the builder information and values of components listed in Table N 1 101.8. Date Certificate Pasted °) �� 7 Mailing Address of the Deellin / - _` Unit ` (' `° 7 / lW /fV or 7 r 6004 ADDISON Name of Res dei ial Contra or J L 'en" THERMAL ENVELOPE 3977sq ft/ 5 beds Insulation Location Total R -Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) Non or Not Applicable nmolg `sssl2aagt,3 Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard auai,Ctsxloa papnatxg `plan' Rigid, Isocynurate .., Active (With fail and ntononteter o, outer syste,t Monitoring device) : Other Please Describe Here Below Entire Slab X Foundation Wall 5 EXTERIOR Perimeter of Slab on Grade ... : ' .. .. _ .. . Rim Joist (Foundation) 10 INTERIOR Rim Joist (1"l Floor +) : " 10 INTERIOR Wall 21 Ceiling, flat < 44 Ceiling, vaulted 44 Bay,Windows or cantilevered areas 38 <: Bonus room over garage 38 � JrT 5 Describe other iiisulnted areas ; , :.. Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U- Factor (excludes skylights and one door) U: 0.30 Not applicable, all ducts Located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.22 X R -value R -8 MECHANICAL SYSTEMS lI 1 Make -up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per meclt. code Fuel: Type ;. N Gas : . Natural Gas:: Electric Passive Manufacturer Lennox AO Smith Lennox Powered Model ML193UH090P38C • :.. GPVH5ON ;, 13ACX- 030 -230: Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 88,000 Capacity in Gallons: se Output in Tons: 30,200 Other, describe: Structure's Calculated Heat Loss :: 84,830 Heat Gam 17,039 . Location of duct or system: Efficiency AFUE or HSPF% 93 SEER: 13 Calculated I cooling load: 22,598 Cfm's PLAN 6004 ADDISON ( " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two fumaces or air source heat pump with gas back -up furnace): Select Type " metal duct Combustion Air Select a Type Not required per mech. code X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Loca ion of duct or system: Mechanical Room X Continuous exhausting fan(s) rated capacity in cfms: 2 continous fans on low TOTAL 90CFMS Location of fan(s), describe: Owners bath, Main Bath Contlnous, Cfm's Capacity continuous ventilation rate in cfms: 90 4" Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 465 " metal duct New Construction Energy Code Compliance Certificate Created by BAM version 052009 qe-/a-7 9/a PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE Submitter: Lennar 935 E. Wayzata Blvd. Wayzata, MN 55391 952 - 249 -3000 Noise Impact Area Airport - MSP International Noise Zone - 4 New Infill Residence is a "COND" use in Noise Zone 4 Plan Reviewed: ter)(-1 ( L. co - (V \ \ (Li Information Submitted: Annotated architectural drawings including: Windows: Atrium Swinging Patio Doors: Atrium Entry Doors: Therma Tru Skylights: N/A Compliance with STC Requirements: Average window/wall area for exterior wall: \\ 5 7 With this window /wall area ratio and STC 40 walls, windows with an STC 30 can be used to meet the noise reduction requirements; Summary: Other measures including duct bends and caulking are being taken to ensure minimum transmission of noise through the exterior building shell so that the construction should meet the compatibility guidelines. Therefore, the materials and construction as proposed should meet the requirements of the Eagan aircraft noise ordinance. Review Completed (date): Review Completed by: Tom Tamte Compliance with Procedures to Ensure Adequate Noise Attenuation: Exterior wall construction: LP Smart Board 15/32" sheathing Tyvek wrap 2x6 studs 16" O.C. R -19 batt insulation with 1/2" gypsum board Roof Construction: Peaked roof with manufactured trusses 24" O.C. Roof vents Shingles 15# felt 1/2" sheathing Blown insulation R-44 5/8" gypsum board Mechanical Ventilation System: 3 -ton central air conditioning unit Window, Door Frame, Perimeter and Other Seals: All window and door openings are to be caulked with butyl -based caulk Fireplace Chimney Cap: Built -in flue damper, chimney cap, glass enclosed Ventilation Duct Exterior Wall Penetrations: All exterior ducts will have bends as required by the ordinance Door and Window Construction: Windows: Atrium (30 STC) Sliding Patio Doors: Atrium (30 STC) Entry Doors: Therma Tru (29 STC) Skylights: N/A Other Exterior Wall Penetrations: Sill sealer between plates and blocks Jeffrey Wheeler From: Sent: To: Subject: Attachments: I sent this info on 2 -23 -11 please let me know what else I need to do to get this permit approved. Troy Hendrickson Sr. Construction Manager Pinecliff CeII: 612 - 490 -0975 email : troy.hendrickson@ lennar.com Troy.Hendrickson @Lennar.com Wednesday, March 02, 2011 8:11 AM Jeffrey Wheeler Fw: 3610 Springwood Ct, 20110223135231344. pdf Forwarded by Troy Hendrickson /WAYZATA /CENT /Lennar on 03/02/2011 08:06AM To: Jeffrey Wheeler <JWheeler@acityofeagan.com> From: Troy Hendrickson /WAYZATA /CENT /Lennar Date: 02/23/2011 01:58PM Subject: Fw: 3610 Springwood Ct, Is this what your l000king for? Troy Hendrickson Sr. Construction Manager Pinecliff CeII: 612 - 490 -0975 email : troy.hendrickson@ lennar.com Forwarded by Troy Hendrickson /WAYZATA /CENT /Lennar on 02/23/2011 01:56PM To: "Troy Hendrickson" <troy.hendrickson@ lennar.com> From: "Brenda hanson" <bhanson@wdrmn.com> Date: 01/24/2011 10 : 04AM Subject: 3610 Springwood Ct, Eagan R.O.'s Lookout: 3 ea. 60 1/4 x 40 1/4 Main: 1 ea. 24 1/4 x 24 1/4 1 ea. 72 1/4 x 72 1/4 1 ea. 72 1/4 x 72 1/4 3 ea. 42 1/4 x 72 1/4 1 ea. 71 1/2 x 80 1/4 1 ea. 42 1/4 x 42 1/4 Upper: 1 ea. 72 1/4 x 60 1/4 3 ea. 24 1/4 x 24 1/4 3 ea. 72 1/4 x 60 1/4 1 ea. 36 1/4 x 60 1/4 1 ea. 48 1/4 x 24 1/4 SHGC =.22 U Value =.30 STC =30 Powder SHGC =.23 U Value =.30 STC =30 Study SHGC =.22 U Value =.30 STC =30 Dining SHGC =.22 U Value =.30 STC =30 Great Room SHGC =.22 U Value =.30 STC =30 Nook SHGC =.23 U Value =.28 STC =32 Kitchen SHGC =.22 U Value =.30 STC =30 BR #3 SHGC =.22 U Value =.30 STC =30 BR #3, Laundry SHGC =.23 U Value =.30 STC =30 BR #2, BR #4, Owners Suite SHGC =.22 U Value =.30 STC =30 Owners Suite SHGC =.22 U Value =.30 STC =30 Owners Bath i u. LJ. L v I I I . 11 1 I11 PHYSICAL CHARACTERISTICS Color Specific Gravity Tensile Strength Elongation ( %) Graves Die Tear Elemendorf Tear Masiand SP1 Cold Crack Cold Flex Weatherometer (5,000 hrs.) Hardness Shore A Brittleness Temp Volatile Loss (24 hours. 70° C.) Water Vapor Transmission (Orams /100 sq. inch) Staining 171f 1 1 1 V I I V V I V V I{ L 1 L P.O. BOX 98, SPR1NGVALE, MAINE 04083 TEL 1- 800 -252 -2306 or 1;207-490-2306 ADVANCED FAX 207- 490.2998 Building Products Inc. www.advancedflashing.corn Black 1.28 -1.33 2200 to 2800 Psi 250 450 lbsJinch 150 (gram/mil) - 10 ° t -5 °F? No cracks at 20 °F. 1/32" Mandrel No change 80 -57° C. 1.05% 0.24 240 hrs. 212° L . None 240 hrs. 212° F. SPECIFICATION BULLETIN No. 109 nu, / 7V't r. I MOISTSEAL WATERPROOFING DESCRIPTION: A non- reinforced polyvinyl chloride, waterproofed, impermeable sheet, composed of elastomeric substances which have been reduced to a thermoplastic state and Formed into a continuous sheet available in the following thicknesses: Type 10 .010 ") weighing approx. I 1 ounces per sq. yd. Type 20 (.0 ") weighing approx. 22 ounces per sq. yd. Type 30 (.030 ") weighing approx. 33 ounces per sq. yd. Type 60 (.056") weighing approx. 60 ounces per sq. yd. Roll Sizes; Type 10, rolls 48" and 72." wide, 150' long. Type 20, roils 48" and 60" wide, 150' long and rolls 72" wide, 100' long. Type 30, rolls 48" and 72" wide, 100' long- Type 60, rolls 48" wide, 50' long. Can be slit to multiple widths. FEATURES: Moistseal is Intended for use as a concealed waterproofing membrane on foundation walls and under concrete slabs. Material will not be physically deformed when stretched at room temperature nor will it tear or rip. It will show no cracking or flaking when bcitt through 180 degrees over a 1/32" mandrel and then bent at the same point over the same size mandrel in the opposite direction through 360 degrees. The material is suitably stabilized to resist exposure without physical deterioration when tested in accordance with A.S.T.M. standard D -822 for a period of not less than 400 hours. It is resistant to acids, alkalis and caustics. RECOMMENDED FOR CONCEALED APPLICA- TIONS ONLY. Recommended adhesive is Type R Cement, DO NOT USE ASPHALT BASED MASTICS. MODEL SPECIFICATIONS: Special Requirements: 1. Protect all adjacent work from damage by work performed under this section. 2. All materials specified shall be delivered to jobsite in approved manufacturer's sealed containers bearing manufacturer's name and material identification. Preparation: All surfaces to receive waterproofing shall be smooth, hard, frost -free, thoroughly dry and clean to the satisfaction of the dampproofing contractor, Membrane shall be applied as work progresses and in no case shall the membrane be left exposed longer than necessary. Metal surfaces to receive membrane must be free from scale, rust, grease or oil. Use a fast evaporating solvent to clean metal surfaces. Materials: For membrane waterproofing, material shall be Advanced Moistseal (specify one, i.e., Type 20) as manufactured by Advanced Building Products, Inc., Springvale, Maine. Applications: Foundation Dampproofing: • Install material using the greatest width obtainable and lengths not to exceed 20'. The material shall be applied vertically from the top down and be laid in a full trowel coat of Type R Cement using a notched trowel with a cement build -up of not less than 1/16 ", which is equivalent to approximately 100 square feet to the gallon. Lap membrane 6" at all joints. The surface of the membrane shall be rolled in with a rubber hand roller forcing all air out causing cement to protrude around all seams, eliminating all air entrapment. If wrinkles appear and are not gone in 24 hours, rerolling will become necessary. Dampproofing material shall be applied from exterior finish grade down to bottom of foundation wall and tied in with waterproofing at footing. All conduits passing through wall should be sealed with membrane and Type R Cement. Prior to back - filling and after 48 hours has elapsed and dampproofing has been inspected and approved, protect the membrane from damage by applying hard -board sheets or 1" polystyrene boards the full height of the wall, spotting sheets with Type R Cement to prevent movement during back - filling operation. Slab Dampproofing: Install material using the greatest width obtainable and Lengths not to exceed 20'. The material shall be laid in a full trowel coat of Type R Cement, using a notched trowel with a cement build -up of not less than 1 /16 ", which is equivalent to approximately 100 square feet to the gallon. Joints shall be butt - ended. Apply pressure using 50-100 Ib. sectional roller forcing cement to protrude at all joints. Apply Type R Cement with the same notched trowel over each joint and cover joints with a minimum of 6" wide strips of Moistseal again, apply pressure forcing the cement to protrude at all edges. Turn up material at sides and around all columns and vertical protrusions as required. Dampproofing Under Slab: On grout surfaces or tamped earth and prior to pouring slab, lay on substrate the widest width and lengths obtainable lapping a minimum of 6" on sides and 10" on ends. Seal laps with a full trowel coat of Type R Cement and apply pressure until a bead of cement appears at edges. Turn vp on conduits, columns or any vertical protrusions a minimum of 4 ". Where two vapor barriers meet, cement thoroughly to make a watertight joint. Protect membrane after installation against damage by other trades prior to pouring. ASTM D -792 ASTM D -882 & 412 ASTM D -882 & 412 ASTM D -1004 ASTM D -689 ASTM D -1543 ASTM D -822 ASTM D-6'76 ASTM D -746 ASTM D -1203 a,n•r•>r, a nun r u - 'rr rani niter_ vvnnrtrT.c iNr flOKS NOT F.NnOR THE INF. OF PVC AS A THRU -WALL FLASHING. Ray 7117 Table N1104.2 Total and Continuous Ventilation Rates (in cfm) ( ?-1-1 Number of Bedrooms / 26 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ 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 1 80 175/88 3501 -4000 110/55 125/63 140/70 155/78 170/85 185/93 4001 -4500 120/60 135/68 150/75 165/830 195/98 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 Ventilation Quantity {Determine quantity by using Table N1104.2 or Equation 11 -1) Square feet (Conditioned area including Basement — finished or unfinished) Number of bedrooms ( ?-1-1 Total required ventilation Continuous ventilation / 26 5 845 Site address "7 /_ /v ^^� c 6 t r i 5 t�eJ 0 a .✓ `n ax., 4 Date 1/ .2 a v/, Contractor / / 4.. �/// ( � / ' /,d/ J, t , n <a.f Co By SCL Ventilation, Makeup and Combustion Air Calculations q ' i 7 Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City ofim website and at City Hall. The completed form must be submit- ted in duplicate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at: Section A Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11 -1. The table and equation are below. Equation 11 -1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] =Total ventilation rate (cfm) Total ventilation — The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one -hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous rate average for each one -hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:ISAFETY\JKIVent- makeup -comb air submittal (2).docx Page 1 of 6 Ventilation Fan Schedule Make -up air Descri ption Passive (determined from calculations from Table 501.3.1) Location Powered (determined from calculations from Table 501.3.1) i ous Interlocked with exhaust device (determined from calculation from Table 501.3.1) &.9-7 ocr.? Other, describe: Location of duct or system ventilation make -up air: Determined from make -up air opening table f Cfm j I Size and type (round, rectangular, flex or rigid) Ventilation Fan Schedule ❑ Balanced, ery Ventilator) ration rating by Descri ption ® Exhaust only o? Co ,.rt , 464,,.s o- iO 1.0 Continuous fan rating in cfm � l dye- r 9d 4,_ Location C ous Intermittent &.9-7 ocr.? �v � �r J � T 1 in / 5 /, d Ventilation Method (Choose either balanced or exhaust only) ❑ Balanced, ery Ventilator) ration rating by HRV (Heat Recovery Ventilator) or ERV (Energy Recov- - cfm of unit in low must not exceed continuous venti- more than 100 %. ® Exhaust only o? Co ,.rt , 464,,.s o- iO 1.0 Continuous fan rating in cfm � l dye- r 9d 4,_ Low cfm: High cfm; Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100 %) �v Section 8 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 cfm air flow 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 Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) ,'Z Z). 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 exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. !f an ERV or HRV is to be installed, describe how it will be installed. !fit 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 Page 2 of 6 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 vent or direct vent ap- pliances or no combus- tion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherical - ly vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm /sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) 3 i...7,7 Estimated House Infiltration {cfm): [1a x 1b] 7? 2. Exhaust Capacity a) continuous exhaust -only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) 9 0 b} clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically–) interlocked and match to exhaust) Li 0 d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 1 /67 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) 7 /� 6 5 b) estimated house infiltration (from 5-/ 7 Makeup Air Quantity (cfm); (3a –ub} (if value is negative, no makeup air is needed) 4. At. 9� 4. For makeup Air Opening Sizing, refer to Table 501.4.2 NA 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 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, flex or rigid) to the last line of section D. The make -up air supply must be installed per IMC 501.3.2.3. A. Use this column if there are other than fan - assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan- assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there is one atmospherically vented (other than fan - assisted) gas or oil appliance per venting system or one solid fuel appliance. 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 IFGC Appendix E, Worksheet E -1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and /or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: _ Draft Hood Fan Assisted _Direct Vent Input: Btu /hr or Power Vent Water Heater: /d Draft Hood Fan Assisted _ Direct Vent Input: 4/C3/ nrn Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 11 12. 0 ft LxWxH L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E -1 for use with Method 4b (KAIR Method}. If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu /hr input of all combustion appliances Input: Btu /hr Use Standard Method column in Table E -1 to find Total Required TRV: ft Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan - assisted and power vent appliances Input: O) ddC Btu /hr Use Fan - Assisted Appliances column in Table E -1 to find RVFA: 3, OOD ft Required Volume Fan Assisted (RVFA) Total Btu /hr input of all Natural draft appliances input; Btu /hr Use Natural draft Appliances column in Table E -1 to find RVNFA: ft Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = 3l One) TRV ft If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) p Ratio= 1 ' r (ZD / ' 3 ,CkC) _ ' 3O Step 6: Calculate Reduction Factor (RF). RF =1 minus Ratio RF =1- • 3 ? = c Z Step 7: Calculate single outdoor opening as if all combustion air is from outside. tr Total Btu/hr input of all Combustion Appliances in the same CAS Input: 9 . ( Btu /hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu /hr divided by 3000 Btu /hr per in CAOA = 9C3 oC / 3000 Btu /hr per in = /3 3 Y ]n Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA =/S x • t!p = 8 27 in' Step 9: Calculate Combustion Air Opening Diameter (CAOD) G CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 Y Minimum CAOA = 2. $ 7 in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 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. Page5of6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. if flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers ale 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 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 One or multiple power vent, direct vent ap- pliances, or no combos- tion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances ;Column B One atmospherically vented gas or oil ap- pliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil ap- pliances or solid fuel appliances Column D Duct di- ameter Passive opening 1 -36 1 -22 1 -15 1 -9 3 Passive opening 37 -66 23 -41 16 -28 10 -17 4 Passive opening 67 -109 42 -66 29 -46 18 -28 5 Passive opening 110 -163 67 -100 47 -69 29 -42 6 Passive opening 164 -232 101 -143 70 -99 43 -61 7 Passive opening 233 -317 144 -195 100 -135 62--83 8 Passive opening w /motorized damper 318 — 419 196 — 258 136 —179 84 —110 9 Passive opening w /motorized damper 420 — 539 259 — 332 180 — 230 111 --142 10 Passive opening w /motorized damper 540 — 679 333 —419 231— 290 143 —179 11 Powered makeup air >679 >419 >290 >179 NA Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. if flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers ale 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 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 Combustion air Not required per mechanical code (No atmospheric or power vented appliances) X Passive (see IFGC Appendix E, Worksheet E -1) I Size and type s Other, describe: Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. if flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers ale 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 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 4 wrightsoft Project Summary Entire House Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952-445-4692 Fax: 952-445-7487 Project Information Notes: For: 36/0 Sp/l7) t.,loo? Cot r+ (00 ( 4)d;s be) Desi. n Information Outside db Inside db Design TD Winter Design Conditions — Nov rig htoft' Right - Suite® Universal 8.0.04 RSU13410 Lennar 6004.rup Calc = MJ8 Front Door faces: N Weather: Minneapolis -St. Paul, MN, US -15 °F 70 °F 85 °F Outside db Inside db Design TD Daily range Relative humidity Moisture difference Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Job: 6004 Date: Jan 26, 2010 By: Scott Summer Design Conditions 88 °F 75 °F 13 °F M 50 % 26 grill) Heating Summary Sensible Cooling Equipment Load Sizing Structure 50634 Btuh Structure 17039 Btuh Ducts 1605 Btuh Ducts 577 Btuh Central vent (50 cfm) 4535 Btuh Central vent (50 cfm) 688 Btuh Humidification 8056 Btuh Blower 1024 Btuh Piping 0 Btuh Euiment Toad 64830 Btuh Use manufacturer's data n Rate /swing multiplier 0.93 Infiltration Equipment sensible load 17955 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 1 (Average) Structure 3668 Btuh Ducts 114 Btuh Heating Cooling Central vent (50 cfm) 861 Btuh Area (ft 4001 4001 Equipment latent load 4643 Btuh Volume (ft 23595 23595 Air changes /hour 0.35 0.35 Equipment total load 22598 Btuh Equiv. AVF (cfm) 143 143 Req. total capacity at 0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090P36C -` Cond 13ACX- 030 - 230`10 GAMA ID 4119046 Coil C33 -43 ARI ref no. 3231399 Efficiency 93 AFUE Efficiency 11.0 EER, 13 SEER Heating input 88000 Btuh Sensible cooling 20860 Btuh Heating output 83000 Btuh Latent cooling 8940 Btuh Temperature rise 50 °F Total cooling 29800 Btuh Actual air flow 1556 cfm Actual air flow 1200 cfm Air flow factor 0.030 cfm /Btuh Air flow factor 0.068 cfm /Btuh Static pressure 0 in H2O Static pressure 0.10 in H2O Space thermostat Load sensible heat ratio 0.81 2011 -Jan- 2514:53:28 Page 1 -�+ wrightsoft® Component Constructions Entire House Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952 - 445.4692 Fax: 952 - 445.7487 Project information For: 000 Design Conditions Location: Minneapolis -St. Paul, MN, US Elevation: 837 ft Latitude: 45 °N Outdoor: Dry bulb ( °F) Daily range (°F) Wet bulb (° ) Wind speed (mph) 15.0 Heating - 15 Cooling 88 19 (M ) 71 7.5 Construction descriptions Walls 12F -Osw: Frm wall, vnl ext, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "x6" wood frm 15B- 4sfc -8: Bg wail, heavy dry or light damp soil, concrete wall, r -4 ins, 8" thk Partitions 12F -Osw: Frm wall, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "x6" wood frm Windows Eagan Vinyl: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC = 0.22); 50' indoor insect screen Eagan Vinyl: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC = 0.23); 50% indoor insect screen Eagan Vinyl: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC = 0.23); 50% outdoor insect screen wrightsaft^ Right- Suite® Universal 8.0.04 RSU13410 Lennar 6004.rup Calc = MJB Front Door faces: 14 Or Area U - value Insul R Htg HTM h° Bluh/lt" -"F it= "F/Btuh Btuh/ft" n e s s w w all n e s w all n n e s s w w all e w Indoor: Indoor temperature ( °F) Design TD ( °F) Relative humidity ( %) Moisture difference (grill)) Infiltration: Method Construction quality Fireplaces 480 0.065 21.0 443 0.065 21.0 216 0.065 21.0 432 0.065 21.0 99 0.065 21.0 446 0.065 21.0 2116 0.065 21.0 316 0.072 4.0 320 0.072 4.0 328 0.072 4.0 272 0.072 4.0 1236 0.072 4.0 267 0.065 21.0 30 0.300 0 12 0.300 0 96 0.300 0 36 0.300 0 15 0.300 0 63 0.300 0 50 0.300 0 302 0.300 0 12 0.300 0 39 0.280 Job: 6004 Date: Jan 26, 2010 By Scott Heating Cooling 70 75 85 13 50 50 54.5 26.1 Simplified Semi -tight 1 (Average) Loss Cig HTM Gain Bhrh Btuh/ft" Btuh 5.52 2652 0.89 426 5.53 2448 0.89 393 5.52 1193 0.89 192 5.52 2387 0.89 383 5.52 547 0.89 88 5.52 2463 0.89 395 5.52 11690 0.89 1877 5.82 1839 0 0 6.12 1958 0 0 6.12 2007 0 0 4.72 1285 0 0 5.74 7090 0 0 5.52 1475 0.41 108 25.5 765 7.62 229 25.5 306 7.62 91 25.5 2448 23.2 2224 25.5 918 13.4 482 25.5 383 13.4 201 25.5 1607 23.2 1460 25.5 1281 23.2 1164 25.5 7707 19.4 5852 25.5 306 24.1 289 23.8 928 22.6 880 2011 - Jan -25 14:37:50 Page 1 Eagan Vinyl: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr Innr, w 48 0.300 0 25.5 1224 22.0 1054 1/4" gap, 1/8" thk; NFRC rated (SFIGC =0.22); 50% outdoor insect screen Doors 11 K0: Door, mtl fbrgl type, mtl strm strm e 21 0.360 6.3 30.6 643 8.95 188 n 21 0.360 6.3 30.6 643 8.95 188 all 42 0.360 6.3 30.6 1285 8.95 376 Ceilings 16CR -44ad: Attic ceiling, asphalt shingles roof mat, r -44 cell ins, 1675 0.022 44.0 1.87 3132 0.84 1413 5/8" gypsum board int fnsh Floors 20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r -38 240 0.030 38.0 2.55 612 0.25 60 cav ins, gar ovr 20P -38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r -5 ext ins, r -38 7 0.030 38.0 2.55 18 0.25 2 cav ins, amb ovr 21A-24c: Bg floor, light dry soli, 5' depth, carpet fir fnsh 14 0.025 0 2.13 30 0 0 21A -32t: Bg floor, heavy dry or Tight damp soil, 8' depth 1256 0.020 0 1.70 2135 0 0 41- wrightsc ft • Right- Suite® Universal 8.0.04 RSU13410 2011 •Jan- 2514:37:50 Lennar 8004.rup Calc = MJ8 Front Door faces: N Page 2 a ca s U Y �a oz ❑ ❑ 0 ❑ fa' ❑ ❑ .2 0 ❑ ❑ ❑ e 2" 0 ❑ _z 0 0 -0' ❑ ❑ ' .-0` 0 0 .2' ❑ ❑ ❑ ❑ ,B' 0 ❑ PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION DOCUMENT STANDARDS • Registered Land Surveyor signature and company • 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 % • Proposed /existing sewer and water services & invert elevation • Street name • 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' ❑ • Elevations of any existing adjacent homes ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ,a 0 • Waterways (pond, stream, etc.) Proposed .2'' ❑ ❑ • Garage floor ^P1 0 0 • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) -0" ❑ ❑ • Property corners ❑ ❑ • Front and rear of home at the foundation DATE OF SURVEY: IR12.W/ 0 LATEST REVISION: PONDING AREA (if applicable) ❑ ❑ • Easement line ❑ ,Ef ❑ • NWL ❑ g ❑ • HWL ❑ ,- ❑ • Pond # designation ❑ ,g- ❑ • Emergency Overflow Elevation ❑ .. • PondlWetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 16 ❑ ❑ • Lot lines /Bearings & dimensions • ❑ ❑ • Right -of -way and street width (to back of curb) • ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) if ❑ ❑ • Show all easements of record and any City utilities within those easements ,112' ❑ ❑ • Setbacks of proposed structure an ideyard setback of adjacent existing structures 9 ❑ ❑ • Retaining wall requirements: Reviewed By G: /FORMS /Building Permit Application Rev. 11 - 26 - 04 Date Z/7 / //' Certificate of Survey for: LENNAR HOMES LOT AREA = 12,370 SF SF HOUSE AREA =1,933 SF SIDEWALK =64 SF PORCH =131 SF DRIVEWAY AREA =1,039 SF COVERAGE =32.2% BUILDING COVERAGE COVERAGE =19.4% C' \, A .w. 5 3 3 10 10 L G111 N N 906.8 r- -y t0 0906.9 907.3 m 907. 905.2 (.0 904.9 0 60.3 - - - - - 905.0 905.0 1 - - - - - -1 I_, 904.8 0 904.1 904.0 2 10 I0x IJ I I I• 1 t . NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pi coil ° � ` :� r ;�tmUrrtl Slope or Retaining wail win jilp Required .,.� -- 6.00 - 3 .34 B -6 B: 2 /12/1/ SCALE : 1 INCH = 30 FEET 3498 110162009 PINEERengineering q g �� 7 c 0 o gg:61 0 0) SEWED LAUAN WSCiJUNWIIXINCi O t, BENCH MARK: TOP NUT HYDRANT ELEV.= ADD BRICK LEDGE AS REQUIRED GRADING PLAN BY PIONEER LAs.T_biiiED: 5.-..28.4 -0 -WAS USED TO DETERMINE THE PROPOSED ELEV - T1ONS SHOWN - ON THIS CERTIFI PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. 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. THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM REVISED: NOTE: 12/28/10 STAKE ADDRESS: 3610 SPRINGWOOD COURT, EAGAN, BUYER: MODEL: ADDISON ELEVATION: B BENCH MARK: 0 TOP OF SPIKE ELEV. = 905.31 9s 48 + +E Nag ° 2 0 VACANT co (g O7.3) 40.7 '(908.8) S88 ° 07 ' 16 " E BENCH MARK: o^i TOP OF SPIKE 0 ELEV.= 907.25 •• VACANT (g04.A) 38.58 40 69 0 tom) 1 000.0 LOT 2, BLOCK 3, STONEHAVEN 1ST ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT UNDER MY DIRECT SUPERVISION THIS 27TH DAY OF DECEMBER, 2010. 04.1) 1 14 140.00 0 0) INSTALL CONTROL LOWEST ALLOWABLE OPENING ELEV. : (900.6) HOUSE ELEVATIONS :(PROPOSED) /ASBUILT (901.9) TOP OF FOUNDATION ELEV. : (909.9) GARAGE SLAB ELEV. ® DOOR : (909.6) T.O.F. ELEVATION ® LOOKOUT: (905.1) LOWEST FLOOR ELEVATION Q � 000.B6� -- oENOTES EXISTING ELEVATION - NS DIVl c .�/ DENOTES PROPOSED ELEVATION • - DENOTES DRAINAGE FLOW DIRECTION DENOTES SPIKE M A - DENOTES PROPOSED SILT FENCE ref DENOTES PROPOSED ROCK CONSTRUCTION DENOTES EMERGENCY OVERFLOW DENOTES ELEVATION ON DENOTES CONSERVATION POST WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: AS SHOWN, AS SURVEYED C30 901.1 902.7 m DRIVEWAY BY ME OR SIGNED: ION E" ENGINEERING, P.A. BY: Peter J. Hawkinson License No. 42299 City of Eaall Address: 3610 Springwood Ct Zip: 55123 Permit #: 98127 The following items were / were not completed at the Final Inspection on: 7-21" ` 1/ Final grade - 6" from siding Permanent steps - Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: G:\Building Inspections\FORMS\Checklists ty of EaRaII 3830 Pilot Knob Road RE EJVE Eagan MN 55122 Phone: (651) 675-5675 MAY 112011 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: °di Date Received: S _ Z Z Staff: 2012 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit #: RESIDENT / OWNER Name: ' P \ kV V----iNA fl -12 Phone: "'7ls �' �. Address / City / Zip: r 0 ti1 tyO 7) Applicant is: Owner / Contractor TYPE OF WORK Description of work: ----0%e•-`414,-- d-'— d;t Construc/ N Construction Cost: 1.0 (.l CA (7 Multi -Family Building: (Yes c"::.),, CONTRACTOR ,, Company: I-tJ va iV'k' n cct:: t\ �r— 27 7 �1 , ( LIP 1 't; -NI city Address: 1 W 1 /_�'i' i State: 77Zip: - l2 Phone: e' 2, CO 1r4 (p License ft: LL -4 0 ( Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) In the last 12 months, _No If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: _Yes Licensed Plumber: Mechanical Contractor Sewer & Water Contractor: Phone: Phone: 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 spec reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One CaII 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.popherstateonecall.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 1 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 days of permit issuance. 4 it efl - v con x / �i► _ be completed within 180 Applirinted Name App r'nt's Si Page 1 of 3 SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building 3 1 0 Sp( G DO NOT WRITE BELOW THIS LINE J lb Q 7 ) Fireplace Garage Deck Lower Level WORK TYPES New_ interior improvement Addition_ Move Building Alteration ^ Fire Repair Replace ____ Repair _ Retaining Wall DESCRIPTION Valuation Pian Review (25%_ 100%)( Census Code # of Units # of Buildings Type of Construction Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pe Pool Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) $ Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water Final Framing Fireplace: Rough In Air Test Final Insulation Sheathing Sheetrock Reviewed By: v Building Inspector Siding Reroof Windows ola) Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous _ Demolish Building* _ Demolish Interior _ Demolish Foundation _ Egress Window _ Water Damage *Demolition of entire building — give PCA handout to applicant fl -Lt vviA.))-1,0 MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required 1.. Final / No C.A. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: ^Footings Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Erosion Control RESIDENTIAL FEES Base Fee Surcharge Pian Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 PINEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 9 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pippefrr.co>m Slopes Certificate of Survey for: LENNAR HOMES or Retaining Wal WN LOT AREA =12,370 SF SF ADDRESS: 3610 SPRINGWOOD COURT, EAGAN, 1P Required HOUSE AREA =1,933 SF BUYER: MODEL: ADDISON ELEVATION: B SIDEWALK =64 SF PORCH =131 SF DRIVEWAY AREA =1,039 SF COVERAGE =32.2% BUILDING COVERAGE COVERAGE =19.4% • Ca C� 13, 2//2/1/ LALIAN r ilrit .ki Mt 1),Ars. to BENCH MARK: 0 TOP OF SPIKE "coo ELEV.=905.31 ° ,a8"E N�9 29 (go4. ) N. VACANT 0 1)614 r- ./".• CD 38.61 r- 10 9o g07.3) 40.79 • Tfi1 11 LA N 906.8 _ 38.00 00 / CO 906.9 3 O v 6.0 ., N, o to 9967 -n)71O • R. . W. --6 .00 -- 3 .34 B-8 0, N. 0) v .4 I i4 906. c0 0 0 I L 907.3 2.0 2a' 00/fOT1 Pg • 22.50 4 r+) 11 I Ito 904.9 O1 O O tjuo 2.5 r A 40.03 • 904.1 0 2 0 ,t v. .. 18.00° __ - 60.3 -----r- rz- , 10 In C1 905.2 1 905.0 905.0 1 ----- -4 I IJ Io 907. 38.58 �"(908.8) 40.69 BENCH MARK: n• TOP OF SPIKE o ELEV.=907.25 °% S88°07'16"E IEWED BENCH MARK: TOP NUT HYDRANT ELEV.= NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: VACANT 904.8 904.0 U) 10 04.1) 140.00 n O 0, 902.7 m 0 IJ `0 v V I INSTALL PERIMETER CONTROL LOWEST ALLOWABLE OPENING ELEV. : (900.6) HOUSE ELEVATIONS LOWEST FLOOR ELEVATION TOP OF FOUNDATION ELEV. : (PROPOSED)/ASBUILT (901.9) (909.9) GARAGE SLAB ELEV. ® DOOR : (909.6) T.O.F. ELEVATION ® LOOKOUT:(905.1) ADD BRICK LEDGE AS REQUIRED GRADING PLAN BY PIONEER LASTIWTED:5=28-10-WAS USED TO DETERMINE THE PROPOSED ELEW1ONS SHOWN -ON THIS CERTIFICrIENS DIVISI..,5 PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER ---46--- PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. 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. THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM DENOTES DENOTES DENOTES no A all DENOTES rokitIF 1000.0 I EXISTING ELEVATION PROPOSED ELEVATION DRAINAGE FLOW DIRECTION SPIKE PROPOSED SILT FENCE DENOTES PROPOSED ROCK CONSTRUCTION DRIVEWAY DENOTES EMERGENCY OVERFLOW DENOTES ELEVATION ON Q DENOTES CONSERVATION POST WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 2, BLOCK 3, STONEHAVEN 1ST ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 27TH DAY OF DECEMBER, 2010. REVISED: NOTE: SCALE : 1 INCH = 30 FEET 3498 110162009 12/28/10 STAKE SIGNED: ION E" ENGINEERING, P.A. BY: Peter J. Hawkinson License No. 42299 1 , Use BLUE or BLACK Ink --------i �-------- � �fE� I For Office Use � . I � 1 l.� � Permit#: �O -�� � �/ Clty of �a��n � Permit Fee: � j ' �� � 3830 Pilot Knob Road � ..-^ � Eagan MN 55122 � Date Received: 'Z� ' �J � Phone: (651)675-5675 I � I Fax: (651)675-5694 � Staff: l I � I 2015 RESIDENTIAL BUILDING PER�VIIT APPLICATION Date: Site Address: � � ff�✓l rk� C�T Unit#: . �.. . Name: � �'lq�T Phone: � Address/City/Zip: (1� �D V /'��'1 � C� ' Applicant is: Owner �Contractor �-- Description of work:___� .�►�� Construction Cost: � � M�alti-Family Building: (Yes /No�) �---- � Company: �SG ���c�. �;��—���0-1 _Contact: ����e-� Address ��� ��h �c/G � _City: V lrlG��� �� � State: �fU Zip: J��3 Z`� Phone: ��o��/ 7�/l� ErnaiL ���.•CC�S1'",^v + � �C � �� � License#:_F�(��7��02 Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Pa��e 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTIPJG 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: 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 approval of��lans. Exteriorwork authorized by a building permit issued in accordance with the Minnesota State 'Iding Code must be completed within 180 days of permit issuance. X �f�. Ic7 ���..- X� ApplicanYs Printed Name ApplicanYs Signature Page 1 of 3 ' 1 ��� /.�� � r ��>�-/G�° `?n�2i�'?(�(.C���' � �� ' � � � 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 _ 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 � � I��� Valuation ' Occupancy �� MCES System Plan Review Code Edition a=�i , �' ��'` SAC Units (25%_100%�) Zoning � City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required 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 Fire Suppression: _Rough In_Final Braced Walls Erosion Control Other: Reviewed By: , Building Inspector RESIDENTIAL FEES � Base Fee ��'�' Surcharge �,- Plan Review MCES SAC � �,,, j' �.�"� l� City SAC �` � �° Utility Connection Charge S&W Permit 8�Surcharge Treatment Plant Copies TOTAL Page 2 of 3 kramer mechanical 6514621434 p.1 Use BLUE or BLACK I►�k �------------ � For Offiee Use . �. � 1 Clt of�� aIl � ���- ���� ; �,;t#: �-����� � Y � � �(/�` � Pemnit Fee: ��. j 3830 Pilot Knob Road � i Eagan MN 55122 � Date Received: i Phone: (651)675-5675 � Fax: (651)675-5694 I Staff: � 2015 RESIDENTIAL PLUMBING PERMIT APPLICATION Date� Site Address• �(�/L" 1.-�,✓� 7L✓.1�?/ G� Tenant: Suibe#: c-_�_�.»....._.._.._ j ��sa�r � � R � � � p ` Resident/Owner ; Name: � v,?'�� Phane: � ���, � Address/Ciiy/Zip: 3 i y • ,���:� � ! � Name:Ti�/,�j�l,��/i i,�t �!?,f�f N vr1�l7 i N� d/��'ci�'�'�J license�:_ �i�l���� 2 Contractor � Add�ess: ��.�L' i-c vr�l L-a��e. ��J% �;iy. - ; �. - i � State: ".� Zip: `���'G�`I Phone: /��/ -! '�G��� 'l/C� � � ' � � �� � Contact: i � f11 Emaii: l P ii ` � Q.� G�'� ���.�........�.�...,.,. � � _New Re laoement _Repair Rebuild �Modify Space Woric in R.O.W. � � Type of Work � — p — _ ; /� I /� � � ;k �Descrip�ion of work: l7i,sJ v''��fu?T �L�� /r"'Gr�''��) '�"r}!1 ��� � 1 --�:.,�.,.�..�.....�....._ � � RESIDENTIAL s '� ' F Water Heater � � s � � Water Sofhener � ! Lawn Irrigation(_RPZ/_PVB) j PerRl lt Type Add Plumbin Fixtures Main! � !. � Septic Syslem s � 9 � �Lower Levei) � � � i � � _New WaterTurnaround � ; ' � � i a i __.; _Abandonment � � 3 RESIDENTIAL FEES: � � � � $60.00 Water Heater,Water Softener, or Water Heater and Softener(inc�udes�5.00 State Surcharge) � , � $60.0�Lawn Irrigation(includes$5_00 minimum Shate Surcha�e) � ! � $60.00 Add Plumbing Fixtures, Septic Svstem Abandonment, WaterTurnaround*(includes$5.04 State Surcharge) � � "Water Turnaroand(add$200.00 if a 5/8"meter is required) � 1 $115.00 Septic Svstem New($10.00 peras built)(includes County fee and$5.00 State Surcharge) � TdTAL FE ES� � �`-- 3 .� t CALL BEFORE YOU DIG. Call Gopher Sta#e One Call at�651�454-OOD2 for protection against undergrouncf utility damage. Call 48 hours before you irrtend to dig to reoeive locates of underground utilities. www.00pherstateonecall.org I fiereby acknowledge that this infamation is complete and aocurate;that the work will be in con(onnance with the ordinances and codes of Ihe City of Eagan; Ihat 1 understand Ihis is not a permil, but or�fy an application for a permil, and work is not to staA wilhout a permil;Ihaf the work will be in accordance with Ihe approved plan in die case of work which requires a review and approval of plans x �/���,�n�l"`�'t/ x ��� - A�pl�canYs Printed Name plicants gnature FOR OFFICE USE Re�iewed By:. Date: Required Inspections: Under Ground Rough-In Air Test Gas Test Final Meter Related Items: Meter Size Radio Read Manometer Staff: PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA150404 Date Issued:07/06/2018 Permit Category:ePermit Site Address: 3610 Springwood Ct Lot:2 Block: 3 Addition: Stonehaven 1st PID:10-72700-03-020 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Sanjiv Kumar 3610 Springwood Ct Eagan MN 55123 Dakota Water Treatment 17484 Goodland Path Lakeville MN 55044 (952) 953-4643 Applicant/Permitee: Signature Issued By: Signature