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988 Maple Trail CtDate: City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 PECE1VED JUL 202011 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: 1 C, 7 T -O Date Received: 7-4704( 4 Staff: 16 2011 RESIDENTIAL BUILDING PERMIT APPLICATION Z9 i (57 04C I Site Address: '?9.3-15- .p L ci ) Unit #: RESIDENT/ OWNER Name: X ! iJ 6 .2, 0 Phone: V' i Address / City / Zip: V r' VIA ( / 'Act.- ( / C Applicant is: Owner )(Contractor TYPE OF WORK . Description of work: J e_w / 4 SC /7 C c G- k Construction Cost: � j (POO Multi -Family Building: (Yes / No/' ) CONTRACTOR Company: U (A...i O& 4 (c9-,...,Sf Contact: Address: 6 9 C) 7 L.- coq cx.i. t Ave S City:c--A e" 107. State: /14A -hp: S S.-- (?- Phone: 4 f aZ 7v / "a"a License #: 2-0 ¥ f/ ci.? 8 7 Lead Certificate #: it___ JA If the project is exempt "....Le_c.4...) ('5-4 from lead certification, please explain why: (see Page 3 for additional information) S4-//c-c,esfe.-L Dcii11.7' GC /71-e/' i (7,k_Ave- �/t't `�° / s' JI dt�j In the last 12 months, Yes If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING J has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: _No 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 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 accordanc 'th the approved plan in the case of work which requires a review and appr. : plan Applifcant's Printed Name x Ap _ s Signature Page 1 of 3 SUB TYPES Foundation Single Family AP& DO NOT WRITE BELOW THIS LINE Multi 01 of Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction Fireplace Garage Deck Lower Level Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Interior Improvement Move Building Fire Repair Repair 1.13W -333 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Occupancy Code Edition Zoning Stories Square Feet Length Width Footings (Addition) Foundation Drain Tile Roof: _Ice & Water Final Framing Fireplace: Rough In Air Test Final Insulation Sheathing Sheetrock Reviewed By: RESIDENTIAL Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL //8. -2/ 70 Siding Reroof Windows Egress Window 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 .V-20 lit MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required . Final / No C.O. Required HVAC Gas Service Test Other: Gas Line Air Test Pool: _Footings _Air/Gas Tests Siding: Stucco Lath _Stone Lath _ Windows Retaining Wall: _ Footings Backfill Radon Control Erosion Control , Building Inspector Final Brick Final Planner- /7o lanner"/7o p as2-- 0220 4it pica 7-c/ Page2of3 PINEERengineering /O.0&"( CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHTT'hCTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES LOT AREA =13,169 SF. HOUSE AREA =2,367 SF, SIDEWALK AREA =77 SF. PORCH AREA =188 SF. DRIVEWAY AREA =1,000 SF. COVERAGE =27.6% BUILDING COVERAGE COVERAGE =19.4% X 000.00 ( 000.00 ) 51 ADDRESS: 988 MAPLE TRAIL/, . BUYER: ZHAO XING MODEL: SPRINGDALE ELEVATION: A DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION A / DENOTES SPIKE IR 033 / j701 2 ala 0 c,,co Y10 LA 1• L 1 I I 1 901.7 3:1 4 SlerVeS • ' '�'�' r % WanWip red (902.0) BENCH MARK: 901.6 ,TOP OF SPIKE ELEV.=902.80 N. I 1 —B 900.1 --/33.3 -- �-60.0-- I .O.W. 107. 897.2 PROPOSED AND UTILITY p 895.2 EASEMENT PER PLAT I�.2E SS3054'31WWATE(RgQUALITY BASIN 2-1P = NWL=892.0 HWL=894.0 raleo) rpm nom Ofon fig rW A TRAIL... 895,1 ...... NOTE: ADD BRICK LEDGE AS REQUIRED NOTE: GRADING PLAN BY PIONEER LAST DATED 5-28-2010 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. NOTE: 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. NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM /'\I ITI (\ VV l L_\J _ Date EAGAN ENGINEERING DEPT. IWATER QUALITY BASIN 2-2P NWL=890.0 I HWL=892.0 EOF=892.0 LOWEST ALLOWABLE FLOOR ELEVATION HOUSE ELEVATIONS LOWEST FLOOR ELEVATION TOP OF FOUNDATION ELEV. :894.5 :(PROPOSEDVASBUILT (896.9) / (904.9) / GARAGE SLAB ELEV. @ DOOR : (904.6) / WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 5, BLOCK 4, STONEHAVEN 1ST ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENT OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 3RD DAY OF FEBRAURY, 2011. REVISED: NOTE: SCALE : 1 INCH 30 FEET 3498 110162013 3D NJKx2 2-8-11 STAKED HOUSE 2-1-11 client building revisions 3-8-11 city revisions SIGNED: , PIONE R ENGINEERING, P.A. BY: Peter J. Hawkinson License No. 42299 City orsapil Address: 988 Maple Trail Ct � Com, Genf- �v Y/e/YAecun44 Zip: 55123 Permit #: 98212 The following items were / were not completed at the Final Inspection on: 6/07/// 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 I' ) Porch d 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 7 -Z ,51 *City of Eagan q ° ' 670 g 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 4-1,0 geOli MAR 0 3 ?Oil ; -1 2010 RESIDENTIAL BUILDING PERMIT APPLICATION - 2, -- v me Date ?(3ii/ Site Address: 9 77( C7 : Tenant: 4 LoiC, ely_Kg ‘ ddo RESIDENT / OWNER TYPE OF WORK Name: Address / City / Zip: 93S—F 4241/4-1 7A Applicant is: Owner Contractor Phone: (7Q) �i,'.) ('211—.9e Description of work: eetAi 4,fte Construction Cost: d ca Multi-Family Building: (Yes / No CONTRACTOR k) Name: le otAt) 4 t A " eP License #: / WS Address: 93SE. le 47e4/0 /ad cit (A14 y2 44 State: &A) Zip: t.5 92 Phone: (9Q ) 69 3600 Contact: 7CO Email: 4o y , f /1 ek C Mr4) N le/WO e 1 Ca 4.1 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: E/4 a Mechanical Contractor: /5 / otifrelf fizie4 Sewer & Water Contractor: 4re6y Phone: O Phone: )1 7e7(-5—"`` 211* e .and supporting . 'd en, ,: ruU , ..s,u the ,,, • foimation m ay becass documents :::::, a concl if d as'non . .. . - th at eif4i4,'eradaisecre cons idere d , .-----7,,--hEl !;tioU i„..-:_..::,..-:,,,''A`r;L: . tP:Aoene:0,:q(b:179'rnifc2irdt".nf- itiiliii:niii-!( NOTE: Plans 7 7 fb :9 j:t fl :I o : ; :', liP7Idii'.#:#--.F1t r e asons '.14:',":1:'4; 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.aopherstateonecall.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 ,--1 ki e, 0 al Applicant's unted Name x , / f x AppHcant r Permit #: 00 Permit Fee: q ifb ' Date Received: 1 / Staff: Use BLUE or BLACK Ink Page 1 of 2 • SUB TYPES Foundation Single Family Multi 01 of _ Plex _ Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25©% Reviewed By: 100% ) Census Code #of Units # of Buildings Type of Construction kg mF�iEr� c+ Fireplace _ Garage Deck Lower Level Interior Improvement — Move Building Fire Repair Repair REQUIRED INSPECTIONS X Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _ Ice & Water Final Framing Fireplace: 'y !Rough In Insulation Meter Size: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies TOTAL DO OT WRITE BELOW THIS LINE Porch (3- Season) Porch (4- Season) Porch (Screen /Gazebo /Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width *Air Test y Final(2) _ Siding Reroof Windows Egress Window rriv 21207 la so Sheetrock Finai / C.O. Required Final / No C.O. Required HVAC Other: Radon Control Erosion Control , Building Inspector UN 3“ CU A-.tel 6 3, �wb 14scfC STn� _ 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 Booster Pump PRV Fire Sprinklers Pool: Footings _Air /Gii,Tests _ Final Siding: _ Stucco Lath Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill _ Final 03 X tsc- 6 /0V, 2-o5, oL /5q c(fs Ot 417 1S -741)1 ,q,11-1,12 9 Li ag of 2 Per NI101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table NI 101.8. Date Ceti' cote j Pos j / 1 l [/ Mailing Address of the Dwelling or Dwelling Unit 988 MAPLE TRAIL COURT City 4 4- Name or Residential Contractor Lennar THERMAL ENVELOPE RADON SYSTEM Total R -Value of all Types of Insulation Type: Check All That aPPIY X Passive (No Fan) Non or Not Applicable Fiberglass, Blown sue •sseigiagr3 Foam, Closed Cell Foam Open Cell Mineral Fiberboard 1 Rigid, Extruded Polystyrene Rigid, Isocynurate Active (With fan and manometer or other system monitoring device) Other Please Describe Here Below Entire Slab :: }( ... Foundation Wall 5 EXTERIOR Perimeter of Slab on Grade Rim Joist (Foundation) 10 INTERIOR Rim Joist (1 Floor +) .. 10 INTERIOR Ii Wall 21 Ceiling, flat ... 44 Ceiling, vaulted 44 Bay Windows or cantilevered areas 38 Bonus room over garage 38 5 Describe other insulated 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 R - 8 R -value MECHANICAL SYSTEMS ( I Make - up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural Gas' : : :. Natural Gas Electric :` Passive Manufacturer Lennox AO Smith Lennox Powered Model ML193UH090048. GPVH5ON. 13ACX- 042 -230 Interlocked with exhaust device, Describe: Rating or Size Input in BTUS: 88 000 ' Capacity in Gallons: Output in Tons: 3,5 Other, describe: Structure's Calculated Heat Loss:. 65,082 Heat Gain: 25,078< Location of duct or system: Efficiency AFUE or HSPF% 93 SEER: 13 Calculated cooling load: I 32,128 Cfm's PLAN 6008 SPRINGDALE I " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces 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: Location of duct or system: Mechanical Room X Continuous exhausting fan(s) rated capacity in cfms: 3 fans coat low total 100cfm Location of fan(s), describe: Owners Bath and Main Bath and 3/4 Bath Cfm's Capacity continuous ventilation rate in cfms: 1 00 4" Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 475 " metal duct New Construction Energy Code Compliance Certificate Created by BAM version 052009 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: WOOS / u-5P<4 qs2 ;c3 0002-1 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: 1Z 7 .-t 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): j -� 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 Table N1104.2 Total and Continuous Ventilation Rates (in cfm) /e r Number of Bedrooms Iftio/Ps 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 100/50 115/58 130/65 145/73 160/80 175/88 3501 -4000 110/55 125/63 140/70 155/78 170/85 185/93 4001 -4500 120/60 135/68 150/75 165/83 180/90 195/98 4501 -5000 130/65 145/73 160/80 175/88 190/95 205/103 5001 -5500 140/70' 155/78 170/85 185/93 200/100 215/108 5501 -6000 150/75 165/83 180/90 195/98 210/105 225/113 Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11 -1) Square feet (Conditioned area including or unfinished) Number of bedrooms /e r Total required ventilation Continuous ventilation Iftio/Ps V Mia 9 3 Ventilation, Makeup and Combustion Air Calculations q c J " Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City ofStmentsao 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: sattitteMINAMISIORMIMANIKO I Date 3„a•. aort Site address Contractor Section A 9 6 m" 0 /, ;;; t-..Ou •--" Cpl eld n I t'e Completed By �GD 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 +3.)] = 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: \SAFETIIJKIVent- makeup -comb air submittal (2).docx Page 1 of 6 Ventilation Fan Schedule Make -up air Location Passive (determined from calculations from Table 501.3.1) Intermittent g.,1 2 /f l Powered (determined from calculations from Table 501.3.1) ii A 90 Interlocked with exhaust device (determined from calculation from Table 501.3.1) t ld i•, 174- V '64144 Other, describe: Location of duct or system ventilation make - up air: Determined from make - up air opening table Cfm ! 1 Size and type (round, rectangular, flex or rigid) Ventilation Fan Schedule Description Location Continuous Intermittent g.,1 2 /f l ,....4.14-:i al t t TGn 1 A1 h3 90 O t ld i•, 174- V '64144 30 cf-d Ventilation Method (Choose either balanced or exhaust only) ❑ Balanced, ery Ventilator) felon rating by HRV (Heat Recovery Ventilator) or ERV (Energy Recov- —cfm of unit in low must not exceed continuous venti- more than 100 %. rsKi Exhaust only ,7 Co.,, so co al. /o,.. 4%1 Continuous fan rating in cfm . , 4 c , Al CrR 3U c.. , e '° c r✓y+ Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100 %) /O Section B 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) i/,., e ,t e I '7 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. 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 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- ton 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 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) S/ /b Estimated House Infiltration (cfm): [la E 7/ C D 2. Exhaust Capacity a) continuous exhaust -only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) /0 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) c2 T 6 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] ��77 9/5 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) y b) estimated house infiltration (from above) ! tri Makeup Air Quantity (cfm); [3a -3b] value is negative, no makeup air is needed) AI (if 4. For makeup Air Opening Sizing, refer to Table 501.4.2 ,t / J 4 1 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 lMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make -up air supply must be installed per IMC501.3.2.3. 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 Sections F 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 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. 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 IFGC Appendix E, Worksheet E -1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 One or multiple power vent, direct vent ap- pliances, or no combus- don 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 Sections F 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 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. 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 IFGC Appendix E, Worksheet E -1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 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 I t - 'y: s. h / Other, describe: "� Sections F 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 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. 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 IFGC Appendix E, Worksheet E -1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 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: .r _Draft Hood — Fan Assisted _ Direct Vent Input: Btu /hr or Power Vent Water Heater: _ Draft Hood _ -Fan Assisted _ Direct Vent Input: 3%660 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: 4 : 9 ,'9 Z ft' IxWxH 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 InfiitFation Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu /hr input of all fan - assisted and power vent appliances Input: 96 1000 Btu /hr Use Fan - Assisted Appliances column in Table E -1 to find RVFA: 3 OOa 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 = + = t/1Q� 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) Ratio = R.5 Z- / 3, coo = , 6 7 Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1- . if 7 = . / 3 Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu /hr input of all Combustion Appliances in the same CAS Input: 1 10/00C.) Btu /hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu /hr divided by 3000 Btu /hr per In CAOA = 1 / doff / 3000 Btu /hr per In;_ /3.3g in Step 8: Calculate Minimum CAOA. 7 Minimum CAOA = CAOA multiplied by RF Minimum CAOA = /3. Y I. x , / 3 = 74j/ in' Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CA00 = 1.13 d Minimum CAOA = `4 S 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. Page 5 of 6 4 1+ 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: Desi • n Information Outside db Inside db Design TD For: ?se Winter Design Conditions Weather: Minneapolis -St. Paul, MN, US -15 °F Outside db 70 °F Inside db 85 °F Design TD Daily range Relative humidity Moisture difference Bo!d/Itallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Job: 6008 Date: August 11,2010 By: Scott Summer Design Conditions 88 °F 72 °F 16 °F M 50 % 33 gr /lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 65082 Btuh Structure 25078 Btuh Ducts 1556 Btuh Ducts 569 Btuh Central vent (50 cfm) 4535 Btuh Central vent (50 cfm) 848 Btuh Humidification 9683 Btuh Blower 1365 Btuh Piping 0 Btuh Equipment load 80856 Btuh Use manufacturer's data n Rate /swing multiplier 0.93 Infiltration Equipment sensible load 25882 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Semi - tight) Structure 5069 Btuh Ducts 98 Btuh ft Heating Cooling Central vent (50 cfm) 1079 Btuh Area ( 5039 Equipment latent load 6246 Btuh Volume (ft 31176 31176 Air changes /hour 0.35 0.35 Equipment total load 32128 Btuh Equiv. AVF (cfm) 189 189 Req. total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090P48C -* Cond 13ACX- 042 - 230 *13 GAMA ID 4119047 Coil C33- 43 * + +TDR ARI ref no. 3661262 Efficiency 93 AFUE Efficiency 10.9 EER, 13 SEER Heating input 88000 Btuh Sensible cooling 29050 Btuh Heating output 83000 Btuh Latent cooling 12450 Btuh Temperature rise 50 °F Total cooling 41500 Btuh Actual air flow 1556 cfm Actual air flow 1160 cfm Air flow factor 0.023 cfm /Btuh Air flow factor 0.045 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 - t`f-t w 1g 1 - rtsaft Right - Suite® Universal 8.0.04 RSU13410 2011- Mar - 0311:28:37 4 %� ... H. Elander?Desktop\Wrightsoft Heat LosslLennar 6008 Eagan.rup Cale m MJ8 Front Door faces: Page 1 go(9- -+ wrightsoft Component Constructions Entire House Elander Mechanical inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952- 445 -4692 Fax: 952- 445.7487 Project information Location: Minneapolis -St. Paul, MN, US Elevation: 837 It Latitude: 45°N Outdoor: Dry bulb ( °F) Daily range (°F) Wet bulb (° ) Wind speed (mph) Doors 11JO: Door, mtl fbrgl type For: Design Conditions Heating -15 15.0 Construction descriptions Walls 12F -Osw: Frm wall, vnl ext, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "x6" wood frm n e s w all 15B- 4sfc -8: Bg wall, light dry soil, concrete wall, r -4 Ins, 8" thk n e s w all Partitions 12F -Osw: Frm wall, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "x6" wood frm 12F -Osw: Frm wall, vnl ext, r -21 cav ins, 1/2" gypsum board int fnsh, 2 "x6" wood frm Windows Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated (SHGC =0.22) Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated (SHGC = 0.22); 50% indoor insect screen 100 -v: 2 glazing, clr tow -e outr, air gas, vnl frm mat, clr inns, 1/4" gap, 1/8" thk; NFRC rated (SHGC =0.24) Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated (SHGC = 0.23); 50% indoor insect screen ' 1T wrightsoft Right - Suite® Universal 8.0.04 RSU13410 Cooling 88 19 (M ) 71 7.5 Indoor: Indoor temperature ( °F) Design TD ( °F) Relative humidity ( %) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Or Area U -value lnsulR h" Btuh/fi "F It"- "F /Btuh n e s w w all w w e n all Job: 6008 Date: August 11,2010 By: Scott Heating 70 85 50 54.5 Simplified Tight 1 (Semi-tight) Cooling 72 16 50 32.7 Htg HTM Loss Cig HTM Galn Btuhlit' Btuh Btuhlfr Btuh 571 0.065 21.0 5.53 3154 1.08 618 611 0.065 21.0 5.52 3376 1.08 661 814 0.065 21.0 5.52 4498 1.08 881 615 0.065 21.0 5.52 3395 1.08 665 2610 0.065 21.0 5.52 14423 1.08 2825 352 0.072 4.0 6.12 2154 0 0 384 0.072 4.0 6.12 2350 0 0 352 0.072 4.0 6.12 2154 0 0 271 0.072 4.0 2.81 761 0 0 1359 0.072 4.0 5.46 7420 0 0 162 0.065 21.0 5.52 895 0.60 97 195 0.065 21.0 5.52 1077 0.60 117 19 0.300 0 25.5 489 8.92 171 148 0.300 0 25.5 3774 24.0 3556 71 0.300 0 25.5 1807 14.2 1009 193 0.300 0 25.5 4909 24.0 4625 73 0.300 0 25.5 1849 24.0 1742 484 0.300 0 25.5 12338 22.6 10933 17 0.270 0 23.0 390 18.7 317 41 0.280 0 23.8 971 24.6 1004 21 0.600 6.3 51.0 1071 16.7 351 21 0.600 6.3 51.0 1071 16.7 351 42 0.600 6.3 51.0 2142 16.7 702 2011 Mar - 0311:28:37 ... H. Elander\Desktop \Wrightsoft Heat Loss\Lennar 8008 Eagan.rup Caic = MJ8 Front Door faces: Page 1 Ceilings 16CR -44ad: Attic ceiling, asphalt shingles roof mat, r -44 cell ins, 2079 0.022 44.0 1.87 3888 0.91 1891 5/8' gypsum board int fnsh Floors 20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r -38 39 0.030 38.0 2.55 99 0.34 13 cav ins, amb ovr 20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r-38 416 0.030 38.0 2.55 1061 0.34 142 cav ins, gar ovr 20P -38t: Fir floor, frm fir, 12" thkns, tile fir fnsh, r -5 ext ins, r -38 cav 24 0.030 38.0 2.55 61 0.34 8 ins, gar ovr 21 A -32t: Bg floor, light dry soil, 8' depth 1600 0.020 0 1.70 2720 0 0 wrightsaft Right- Suite® Universal 8.0.04 RSU13410 2011 - Mar -03 11:28:37 ... H. Elander\DesktoppWrightsoft Heat Loss\Lennar 6008 Eagan.rup Cabo MJ8 Front Door faces: Page 2 �i g From: Troy.Hendrickson @Lennar.com Subject: Fw: Window RO's and Specs Date: March 1, 2011 3 :51:37 PM CST To: elandermechanical <elandermechanical @mac.com> From: "Brenda hanson" ibhanson @wdrmn.com] Sent: 03/01 /2011 03:50 PM CST To: Troy Hendrickson Subject: Re: Window RO's and Spec "s When will I see the P.O. for this job? They are ordered. Rough Openings: Walkout: 1 ea. 71 1/4 x 80 Fut Rec Room SHGC =.23 U Value =.28 STC =30 3 ea. 42 1/4 x 60 1/4 Fut Rec Room SHGC =.22 U Value =.30 STC =30 1 ea. 60 1/4 x 48 1/4 Future Bedroom SHGC =.22 U Value =.30 STC =30 Main: 1 ea. 44 1/4 x 72 1/4 Dining SHGC =.22 U Value =.30 STC =30 1 ea. 72 1/4 x 72 1/4 Living SHGC =.22 U Value =.30 STC =30 1 ea. 48 1/4 x 72 1/4 Stairs SHGC =.23 U Value =.30 STC =30 1 ea. 42 1/4 x 42 1/4 Kitchen SHGC =.22 U Value =.30 STC =30 1 ea. 72 1/4 x 72 1/4 Nook SHGC =.22 U Value =.30 STC =30 3 ea. 42 1/4 x 72 1/4 Nook SHGC =.22 U Value =.30 STC =30 1 ea. 72 1/4 x 72 1/4 Study SHGC =.22 U Value =.30 STC =30 Upper: 1 ea. 24 1/4 x 24 1/4 BR #4 SHGC =.22 U Value =.30 STC =30 1 ea. 72 1/4 x 60 1/4 BR #4 SHGC =.22 U Value =.30 STC =30 1 ea. 72 1/4 x 60 1/4 Loft SHGC =.22 U Value =.30 STC =30 1 ea. 24 1/4 x 42 1/4 Laundry SHGC =,22 U Value =.30 STC =30 3 ea. 36 1/4 x 60 1/4 Owners Suite SHGC =.22 U value =.30 STC =30 1 ea. 48 1/4 x 24 1/4 Owners Bath SHGC =.23 U Value =.30 STC =30 9 g 1 ea. 72 1/4 x 60 1/4 BR #2 SHGC =.22 U Value =.30 STC =30 1 ea. 44 1/4 x 60 1/4 BR #2 Closet SHGC =.22 U Value =.30 STC =30 Original Message From rr'��, l i iii t r tr , n €rz ?i ri7 i To: Brenda han cq Sent: Tuesday, March 01, 2011 1:56 PM Subject: Window RO's and Spec "s Need RO's and window Spec's for 988 Maplr Trail Ct a.s.a.p. Thanks Troy Troy Hendrickson Sr. Construction Manager Pinecliff Cell: 612 - 490 -0975 email : trr; l� <,rir :�:r::,h ;i;tellney.COn;i ELEVATIONS Existing ❑ ❑ • Property corners .J ❑ ❑ • Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes J' ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways (pond, stream, etc.) Proposed • Garage floor ❑ ,2' • Basement floor ❑ y • Lowest exposed elevation (walkout/window) ,21` ❑ ❑ • Property corners ❑ ❑ • Front and rear of home at the foundation ❑ ❑ ,� ❑ ❑ ,e- ❑ ❑ -� ❑ ❑ ❑ ,e1 ❑ ❑ .r Y Y N. gas M161 C, LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION ,,! J4 , PROPERTY LEGAL: J $ + R 4, t -hii- lit / �� 4.4 -; �VJ DATE OF SURVEY: a/3J// LATEST REVISION: 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 PONDING AREA (if applicable) • Easement line • NWL • HWL • Pond # designation • Emergency Overflow Elevation • Pond/Wetland buffer delineation • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS • 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) • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and .. r setback of adjacent existing structures • Retaining wall requirements: G: /FORMS /Cert. of Survey Checklist Rev. 3 - 3 - 11 Reviewed By: l/ Date 3/6 )/J/ 4 A 7 Z z¢ C) W D GU C4 Q C1.H oa a z 3498 DRAINAGE UTILITY EASEMENT PER PLAT TRAIL • BUILDING COVERAGE COVERAGE =19.4% CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES LOT AREA = 13,169 SF. HOUSE AREA =2,367 SF. SIDEWALK AREA =77 SF. PORCH AREA =188 SF. DRIVEWAY AREA =1,000 SF. — ,-- COVER =27.6% NOTE: ADD BRICK LEDGE AS REQUIRED PINEER engineering X 000.00 ( 000.00 ) 0.; 5 69° NOTE: GRADING PLAN BY PIONEER LAST DATED 5 -28 -2010 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. NOTE: 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 NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM SCALE : 1 INCH = 30 FEET 110162013 3D NJKx2 2 -8 -11 2 -1 -11 3 -8 -11 ADDRESS: 988 MAPLE TRAIL /. BUYER: ZHAO XING MODEL: SPRINGDALE DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION DENOTES SPIKE 31 � 5 � 442 0 LOT 5, BLOCK 4, STONEHAVEN 1ST ADDITION STAKED HOUSE client building revisions city revisions /\ I ITI ,m �JV I L_ L/ - - i ri..r ___ HL� Date SIGNED: BY: S83 °5 ELEVATION: A ..... .......... W W 8951 HOUSE ELEVATIONS LOWEST FLOOR ELEVATION TOP OF FOUNDATION ELEV. WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: 3 : 1 Maxi 895.2 (902. BENCH MARK: 907.6 ,TOP OF SPIKE / ELEV.= 902.80 (g05.0) W co red Wa1�I WM ■ 9 (894 31 WATER QUALITY BASIN 2 -1P NWL =892.0 HWL =894.0 EAGAN F.NGINEERI';NG DEPT. I WATER QUALITY BASIN 2 -2P NWL= 890.0 HWL =892.0 EOF =892.0 LOWEST ALLOWABLE FLOOR ELEVATION :894.5 :(PROPOSED) /ASBUILT (896.9) (904.9) GARAGE SLAB ELEV. ® DOOR : (904.6) / DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENT OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 3RD DAY OF FEBRAURY, 2011. REVISED: NOTE: IONE R ENGINEERING, P.A. Peter J. Hawkinson License No. 42299                ÿþþý  üûüû     úýýþþ ðññ  ôÿîè  ìô   ÿþ   ÿþýüûúøÿã øüûú÷ö  úøÿã õÿÙõüûúõþãþÿ÷þðýð÷þðýÿÙ ýÿý  þ ôììñþýè÷å ÷öâú õôôìê éôéô  æôåê åê ÷ú  ÿþî çäæôå åì ô  öõõô  óò úú ýÿýÿè ÿâðùú ôììñþýè÷éôøûÙè ÷öâúõ÷ôôìêøûÙõ÷ôôé í ìëôéôì îýûö î îèî úú îîãð  ðúûöîúúýÿ ãõ ÿþ ùûã ò å úúà þûÿ þ PERMIT City of Eagan Permit Type:Building Permit Number:EA129911 Date Issued:03/24/2015 Permit Category:ePermit Site Address: 988 Maple Trail Ct Lot:5 Block: 4 Addition: Stonehaven 1st PID:10-72700-04-050 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 by law in ALL single family homes . 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 - Xing Zhao 988 Maple Trail Ct Eagan MN 55123 Hearth and Home Technologies 2700 N. 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C?fi���; g� ' R�er���red��: �t�i���Frt�t��r� R��1��[�i7"C�L F��S ��se�ee '�',�- Sur��tat€�� ���n,Ft�viev+r ' �'"�� �A+�E�S#� ; "�tty��C :,�tt[if��+art '+�r�+��€8r��': fi��V�+��tt��.��tr��i���': Tr+���er�t�'t�n� Ctapt+�� T�t'��L �a�e��€� ''` � Use BLUE or BLACK Ink �----------------- � For Office Use � C� j Pertnit�: ����� j � �ty of����� � Pertnit Fee: � �.-�� � , s 3830 Pilot Knob Road � � � „� � ����� � Eagan MN 65122 j Date Received: �S Phone:(661)675-5675 i I Fax:(651)675�694 � Sta�: � , �-----------------� 2014 RESIDENTIAL BUILDING PERMIT APPLICATtON Date: Si�Address: Unit#: I� :�� �� �' � � !, � Name: Phone: � � ;� r� ' � � < 3' a,ddress i City i zip: 988 Mapie Trail Court, Eagan � �� r �� �- �_� � � x� ,; Applicant is: Owner �y Contrador �� � � � � s � ' �>r Description of wor�: Add 16x24 addtion to Existing Deck �,����������� : �_� � � � ' �= Construction Cost: $15,000 Multi-Family Building:(Yes /No�} w �' ' �.� �t � ; : � � � ' � :� Company: Dedc and Basement Co Contac�: Pat Noonan � � �� } � �������� r ��_' � � � �� , `, �� � �� ������� ;, Address:�9Q7 Loaan p�v@,S City: Rirhfield � � ; '� ` Pa DECKANDBASEMENT.CUM �' $ 3�; �'4 �Y; State:- mn Zip: 55423 Phone: ����a�.99RA Email: � � � > License#: BC449287 Lead Ce�tlticate#: NA7�1o7�s37_1 ,.,; �.�, If the project is exempt from lead certification,piease explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A I�EW BUILDING _ in the last 12 moMhs,has the City of fagan Issued a permft for a similar plan based on a master pian? �Yes _No If yes,date and address of master plan: Licensed Plumber. Phone: Mechanical Contractor. Ph��� Sewer&Water Contractor. Phone: �- � � � � � � 1 ��� �� �`������������� ��� � �� � $` � �' ,^ � � �.�. z,.,,.,�. ..,.;s� r�� _ :.€ 2� i. :»' �� .��� 3�� � �r,�� � a + .s � „. ,,,M. ,;-� s z'.� . , . tv;� 5,u�s� �u �„�'. - z<. N-, „�, , g,,-..:�,,.t . ��.�. ,.�.. �a n.:,- , s.,..a K., ., ,� .. , „ , �" , ... . . ,. .�.� "; ' CALL BEFORE YOU DIG. Ca0 GopherStab�Qne Ca11 at(651)454-0002 for protection against underground utility damage. Ca1148 hours before you intend to dig to receive tocates of underground utilities. www.saooherstateonecall.ora i hereby acknpwledge that this information is compfete 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 far a pe�mit, and work is not to start without a permit;that the work wilt be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterlor work authorized by a building permlt issued in accordance with ri�e Minn�ota State Building Code must be comp�wkhin 180 days of permit issuance. � �-� X ��" V �� fi�/ X � ��'�C-a/.�i`'1_�tyii.� Applicant's Prinbed Name Ap canfs Signature Page 1 of 3 . /�� ��12- ��� DO NOT WRITE BELOW THIS LINE ����� SUB TYPES _ Foundation _ Flreplace _ Porch(3-Season� � Exterior Alteration(Singie Family) _ 8ingle Family Garage _ Porch(4�eason) _ E�cterior Alter�tion(Multi) _ Multl � Deck T Por�h(3creeNGazebo/Pergola) _ Miscellaneous T 01 of_Plex _ Lower Level r Pool _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building• � Addition � Move Buildtng _ Reroof _ Demolish Interior _ Alteration � Pfre Repair _ Windows _ Demolish Foundation ^ Replace _ Repair _ Egr+ess�ndow � Water Damage � Retaining WeN 'DemoNdon of entlre buikling—give PCA handout to appiicant DESCRIPTION Valuation � Occupancy ��-L_ MCES System '""�"' Plan Review Code Edition vir SAC Unit� ""` (25°k_100°�� Zoning � City Water — Census Code fy3� Stories -�''" Booster Pump #of Units � Square Feet 3�' PRV '"' #of Buildings / Length /G Fire Sprinkiers `� Type of Construction -:�� Width �,W REQUIRED,INSPECTIONS Footings(New Building) Metsr Size: Footings(Deckj Final/C.O. Required Footings(Addition) � Final/No C.O.Required oundation HVAC_Gas Service Test Gas Line Air Test Roof:_Ice 8�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 WaN:+Footings_„Backfill,_Final Sheetrock Radon Controi Fire Walls Erosion Control Braced Wails Other: Reviewed By: Building Inspector RESIDENTIAL FEES � � _ � �� )�J ��G� � /� %�//�' �'1Go � Base Fee /3.Z Y~ `t� Surcharge Plan Review g'G � MCES SAC City SAC Utility Connection Charge S8W Permit 8 Surcharge Treatme�t Piant Copies '�' � TOTAL Page 2 of 3 � _ " Y � ' ��'�s� �!I'l 1���� , � ( �� 1�3�yS PI ���R.en zn�°er�n � g CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAP'E ARCHTI�CTS 2422 Enterprise Drive,Mendota Heights,MN 55120, Phone:(651)681 1914 Fax:(651)681 9488-Pioneereng.com cert�ficate of Sur�ey for: LENNAR HOMES ADDRESS: 988 MAPLE TRAIL/ , . LOT AREA =13,169 SF. BUYER: ZHAO XING MODEL: SPRINGDALE ELEVATION: A NOUSE AREA =2,367 SF: X 000.00 DENOTES E%IS11NG ELEVATION -�'� � SIDEWALK AREA =77 SF. � 000.00� DENOTES PROPOSED ELEVA770N �/ � d.� PORCH AREA =188 SF. - DENOTE$pRAINAGE FLOW WRECTION��A O /� �� � DRIVEWAY AREA =1,000 SF. —�k— DENOTES SPIKE � � COVERAGE =27.6q /'��2 f� �n � w�y� ���11 BUII DING CQVERAG� �� R O�°��J O � � � COVEftAGE =19.4� ���� p,� \ � �,� \ cr•p y �� � , �w � � 1 %, 2�,,,�,Z� W ,�,� G w ,' 6g �} , � �o� s � P�L c� � 90,.� � ` � , _ a� h �o n , f �j N b� �. Pp�,,,fG- � -�'-�' ..�,''�'''' '�.._..-- Q)�� �� M 902.4 .6 t9�02'�� BENCH MARK: � / . ,TOP OF SPIKE ../ L ���N MSP KE eoz.a �J- �• ` � �.� � %�ELEV.=902.80 B�p pF 9�,�2� �,� � � !�' /� E��� �` � �- o �9p3.�, a � \ ,d . n 902.6 \\ Q , �.�� � X \ � ; 2 (905.0� �� � � .:: 1 . N •�� � �Qj RppO�`p �t3d4.2 �� p n '' �'�` � � � pR�`�WAY ro 9.5 a io.o��o. �� O o w ��,'it:Y� �\ °� . Q2.9 8.50� p(Ch g J a' �r � t:,;�, ., ��/ �� �gp4.b� $ 019•5� . � � w Q � /` ^� '' � �U' �` �i .c��# n ,. '� �3 9o3i -- � /�, �c�..�� 9o2_a - `i> �• 12.46� 19.�J ;���! � � ��+" !.- 15•�� `'6,/ ' .P � R``' N 10 so3.2 N -.� , .P 'W rf�C�" l�N � �A�p,GE ; �ppS�p/w �` �q A ; pR o N�u � S � � -_ 3p.3 ' 12•0�/ " ��4,. F.8`N.O� � � �� � � 901.3 , 90U 9 '�r a B �� �, ! ��: U1' O �i � 1 l!�°'� � , 4g. 0 9 �v � �'''' '� � 4. c,g� � � � `-� ��� n �� D t!� a � �I�1W Q� 6 ��� � asa.a 5,00 y_ 891.1, /li ��,Rtlb ' �W � i� 6j�,s, . � �. 4� i 3p g �O• � A ��� - � � � � � x n�o� � �� '� �` 5 �.3 t zH � yoo G '. 8�.5� z � �¢a' I � � I `� � 5 .. � � � � � �a I ► -- -- — � --- � W ,� l p 899.2y_ UnUT DRAINAGE AND ` Q w � �• � _.. EASEMENS PER PIAT » t&g4.r'J� . . p • w � � � � 900,3 ��� 42 SS3°54 31 WATER QUALITY� 0 � i -B 900., �sQp,g� • BASIN 2-1 P = w x a -- 33.3 --- � B97.2 A p„ E•. > : . x�. .. ..NWL=892.0 HWL=894.0 fl W � --- �b0.0 --- --. . .,,_�Rtip05ED TRAI�: _....ssa.�..��..�..�..�.. \. _. ._ ...... .. . . ....�. ........ . .O.W, , � w F.� C^. � � I (�11 1 T� /1 —.�� f•33r �..r W I J� lJ V I L_LJ NOTE: ADD BRICK IEDGE AS REOUIRED NOTE: GRADING PLAN BY PIONEER LAST DATED 5-28-20i0 WAS USED ��� TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THfS CERTIfICATE. � ^ O� 3,� OCA�TION OF STRUCT'UR S ON THEI�OT ON��CONTACT BUOD'ERNPRIOR TO �/ FiAC�AN�C�INL�BRI�VC3 L}G(-;� CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. � WATER QUALITY BASIN Z—ZP NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON 7H15 LOT NWL=890.0 BY THE SURVEYOR. THE SUITABI�ITY OF S011S TO SUPPOR? THE SPECIFIC � HWL=H9Z.O HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. � EOF=89Z.O LOWEST ALLOWAB�E FLOOR ELEVATION :894,5 NOTE: THIS CERTIFlCATE DOES NOT PURPORT T0 SHOW EASEMENTS OTHER I HO�J,��LEVATIONS :(pROP4SED)/A�SBUILT THAM THOSE SHOWN ON THE RECORDED PLAT. L�WEST FLOOR ELEVATION :{��•g� / NOTE: CONTRACTOR MUST VERIFY ORIVEWAY DESIGN. TOP OF FOUNDATION ELEV. : �9�''�•g� '/ NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM GARAGE SLAB ELEV, Ga p00R : ��'6� � . WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS 1S A TRUE ANp CORRECT REPRESENTATION OF A SURVEY OF THE BOUNpARIES OF: LOT 5, BLOCK 4, STONEHAVEN 1 ST ADDITION DAKOTA COUNTY, MINNESOTA . !T DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME dR UNDER MY DIRECT SUPERVISION THIS 3RD DAY OF FEBRAURY 2011. � ' N SIGNED: IONE R ENGINEERING, P.A. 2-8-11 STAKED HWSE � 2-1-11 client buildin revisions l SCALE : 1 INCH .= 30 FEET 3—s_» �;f �e�g;ons �T BY: 7 3498 ` 110162013 3D NJKx2 Peter J. Hawkinson License No. 42299