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3611 Springwood Ctet/02-73c/-- City of Eap.alirp,) -/00. 0 03830 Pilot Knob Road -/ 33 ~ Eagan MN 55122 Phone: (651) 675-5675 RECEIVED Fax: (651) 675-5694 7IIRESIDENTI A7PtiiI�Date3Off m� Site Address: 6/ S /ice/ o �j� d Unit#: Use BLUE or BLACK Ink For Office Use /0 77z Permit Fee:4 3 34/1 vy' Date Received: g - Staff: Name: LeM/614/L Ctj/'C PhonesL Address / City / Zip: i‘,30•.�1"G� /9(� 4/. fALs<c `l. 1�,� •� Q Applican3 is: Owner ✓" Contractor USG i ►it ' h� S 'eL1 Arne Construction Cost: / J fl// ' 2 Description of work: Compan Address: Yn VL Multi -Family Building: (Yes / No yICA :A, if /1... coo Sfi*j &, 00, 41 114 State: /N N ,r. Zip: . ri.Lj Phone: 6/ed�' 7" 7� "'417 %J Contact: r409 fi't 4 fC ) City: i/i,j License #: /Y/3 Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes No If yes, date and address of master plan: 9/4i'T-(ai /I-) Licensed Plumber: (AAA ! C `% //4#riI.j Phone: Yf. V 'f y6/2 tt Mechanical Contractor: Sewer & Water Contractor: i`"/ i/ A - Phone: Phone: t/ 6J-/) u6, -0j F2 CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Cali 48 hours, before you intend to dig to receive locates of underground utilities. www.ao!herstateonecall.orq I hereby acknowledge that this information Is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in. accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit Issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit Issuance. //'� witi i c) t, Applicant's Tinted Name x , Appl cant's Sig - r.. re Page 1 of 3 SUB TYPES Foundation Fireplace Single Family Garage Multi Deck 01 of _ Piex Lower Level Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100 %__Z MPS. Si Census Code /O/ # of Units 1 . # of Buildings Type of Construction Interior Improvement Move Building Fire Repair Repair 39 Z8 REQUIRED INSPECTIONS �F- Footings (New Building) Footings (Deck) Footings (Addition) xr Foundation Drain Tile S.. Roof: s Alce & Water ,,_Final Framing ,it Fireplace: Rough In ILAir Test *Final - Insulation t Sheathing Sheetrock Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies TOTAL C l DO NOT WRITE BELOW THIS LINE Porch (3- Season) Porch (4- Season) Porch (Screen/Gazebo /Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Siding Reroof - Windows Egress Window 'Demolition of entire building – give PCA handout to applicant 2x Le Go Demolish Building* Demolish Interior Demolish Foundation Water Damage MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers /O 7 "0 Pus/ 4'* 9 !�3 / rr fl i'-• /3Yrg& �' /8`�,S ,&' fl ./L / 3 ?D FUR 'fib yfi /434 orl A no- Storm o Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Other: Pool: ,_Footings Air /Gas Tests _Final Siding: __Stucco Lath XStone Lath _Brick Windows Retaining Wall: _ Footings — Backfill Final Radon Control Erosion Control , Building inspector , 5 UM F,y 41, wPtQ ': ft ( ?A ° "o l o� 1 3✓7 i 3 1r4y 9 .Z3 139 f' Apo PoiLoi f g 4, 0 1 16 3 9/ .5 Page 2 of 3 Per N1101.8 Building Certificate. A building certificate shall be posted in n permanently visible location inside the building. The certificate shall be completed by the builder list information and values of components listed in Table Ni 101.8. Dale Certia le Posted //� / Ye. / / 2 Mailing Address of the Dweaiog or Dwelling Unit 3611 SPRINGWOOD COURT City . EAGAN Name of. Residential Contractor Lennar 11IN License Number V73 THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Other Please Describe Here Below Entire Slab ' ... X Foundation Wall ID ) //INTERIOR Perimeter of SIab on Grade :: :: X Rim Joist (Foundation) 10 INTERIOR Rim Joist (1sI Floor+) 10 . :: INTERIOR '.. Wall 21 1 Ceiling, flat::: 44 Ceiling, vaulted 44 Bay. Windows or cantilevered areas : 38 X 5 Bonus room over garage X Describe other insulated areas Windows & Doors Hea ing or Cooling Ducts Outside Conditioned Spaces Average U- Factor (excludes skylights and one door) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 R - B R -value MECHANICAL SYSTEMS JI 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 :. M1.193UIH090P36C GPVH5ON 13ACX- 036 -230 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 88,000 Capacity in Gallons: ( So Output in Tons: 3 Other, describe: Structure's Calculated Heat Loss: 73,125 Heat Gain 26,855 ` : Location of duct or system: )Efficiency AFUB or FISPF% 93 SEER: 13 Calculated cooling Toad: 132 2901 Cfm's PLAN 6011 1 " 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: ' h: Loca ion of duct or system: Mechanical Room X Continuous exhausting fan(s) rated capacity in cfms: 3 fans cont low tota I00cfnt 3O Location of fan(s), describe: Owners Bath and Main Bath and J &J Ba fm's Capacity continuous ventilation rate in cfms: gv 00 6" / Insulated Rex Total ventilation (intermittent + continuous) rate in cfms: 1465 " metal duct New Construction Energy Code Compliance Certificate 7 . SY--7 Created by BAM version 052009 PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE Submitter: Lennar 16305 36th Ave. No. Suite 600 Plymouth, MN 55446 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: f 01 k f 3(o \\ 5\-\ -wcy Coo tv 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: 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): ?) • 7,0 e t Z 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 -21 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) �/ ,./° 1 Number of Bedrooms /eo 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 Basement — finished or unfinished) Number of bedrooms �/ ,./° 1 Total required ventilation Continuous ventilation /eo S 16 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City oferitostago 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: Site address Contractor Date I"3r1V z — o lr.\ 3 /1 . Cp.•i (67, `. rev CB b •�`� E/ er e.i Me/*X 417:et / c Completed By 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:ISAFETYIJKIVent- makeup -comb air submittal (2).docx Page 1 of 6 Ventilation Fan Schedule Make -up air Location Continuous Passive (determined from calculations from Table 501.3.1) 4 High cfm: Powered (determined from calculations from Table 501.3.1) 4 0, 9G C (Ph interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make - up air: Determined from make - up air opening table Cfm 1 Size and type (round, rectangular, flex or rigid) Ventilation Fan Schedule Descri 'tion Location Continuous Intermittent High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100 %) 9G C (Ph Ventilation Method (Choose either balanced or exhaust only) 0 Balanced, ery Ventilator) lation 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 � j Cdr //NJ Continuous fan rating In cfm - 7L / 90 41,- Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100 %) 9G C (Ph 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) /04%.,,a (43 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. 1f 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- ',fiances 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 0 1. a) pressure factor (cfm /sf) • 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basem ents) � /7j a 7 r Estimated House infiltration (cfm): [la xlb] / 2. Exhaust Capacity a) continuous exhaust -only ventilation system (cfm); (not applicable to ba- lanced ventilation systems such as HRV) 90 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) , Q' X 30 r� 'ID CX 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 + 26 +2c+ 2d] I / 6 5 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) �„ y(p �j b) estimated house infiltration (from above) 'J Makeup Air Quantity (cfm); [3a — 3b] (if value is negative, no makeup air is needed) Ale 4. For makeup Air Opening Sizing, refer to Table 501.4.2 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 !MC 501.3.2.3. A. Use this column if there are other than fan - assisted or atmospherically vented gas or all appliance or 0 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 15 one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. 0. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 Combustion air One or multiple power vent, direct vent ap- pliances, or no combus- Lion 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- pilances 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 Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet 6 -1) I Size and type Px Other, describe: 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 atmospherlcally vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 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: _ Draft Hood _ Fan Assisted .Direct Vent Input: Btu /hr or Power Vent Water Heater: _ Draft Hood X Fan Assisted ,_„ Direct Vent Input: 2 /(9) o OD Btu /hr ar 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: Pi a d ft' LxWxH I. 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. 4h. 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: VC, ndO Btu /hr Use Fan - Assisted Appliances column in Table E -1 to find RVFA: 3, Oo0 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 = + _ �� Gc01) 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 = asaNe. / 3 000 = •• 7 r Step 6: Calculate Reduction Factor (RF). ,rte' RF =1 minus Ratio RF = 1- • 4-7 r = . 925 Step 7: Calculate single outdoor opening as if all combustion air is from outside. u Total Btu /hr input of all Combustion Appliances in the same CAS Input: !e Joe> Btu /hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CADA): 1-/0 Total Btu /hr divided by 3000 Btu /hr per in CAOA = U B / 3000 Btu /hr per ire = r3 ✓ ire in Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA m u l t i p l i e d by RF Minimum CAOA = / . 3 ' f x . 2 5 = ! • 3 `r in Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 U Minimum CAOA =,J 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 - - wrightsoft. Project Summary Entire House ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-445-4692 Fa,c 952-445-7487 Email: SALES® ELANDERMECHANICAL.COM Project Information Outside db Inside db Design TD For: 3(0 /( Notes: fu N n aco ; 73, 4 = a is 4 c 3y, Px r 32, a? o = Desi • n Information Winter Design Conditions Heating Summary Heating Equipment Summary Weather: Minneapolis -St. Paul, MN, US -15 °F 70 °F 85 °F V Outside db Inside db Design TD Daily range Relative humidity Moisture difference Job: 6011 Date: March 30, 2012 By: Scott M Summer Design Conditions 88 °F 75 °F 13 °F M 50 % 26 grill) Sensible Cooling Equipment Load Sizing Structure 52281 Btuh Structure 24138 Btuh Ducts 1696 Btuh Ducts 454 Btuh Central vent (90 cfm) 8164 Btuh Central vent (90 cfm) 1239 Btuh Humidification 10984 Btuh Blower 1024 Btuh Piping uh Equipment load Use manufacturer's data Rate /swing multiplier 1.00 Infiltration Equipment sensible load 26855 Btuh Method Simplified - Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure Ducts Heating Cooling Central vent (90 cfm) Area (ft 4287 4287 Equipment latent load Volume (ft 27449 27449 Air changes /hour 0.35 0.35 Equipment total load Equiv. AVF (cfm) 160 160 Req. total capacity at 0.70 SHR 3757 Btuh 129 Btuh 1549 Btuh 5435 Btuh Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090P36C -* Cond 13ACX- 036 - 230 *13 GAMA ID 4119046 Coil C33 -43* ARI ref no. 3660944 Efficiency 93 AFUE Efficiency 11.0 EER, 13 SEER Heating input 88000 Btuh Sensible cooling 24360 Btuh Heating output 83000 Btuh Latent cooling 10440 Btuh Temperature rise 50 °F Total cooling 34800 Btuh Actual air flow 1556 cfm Actual air flow 1160 cfm Air flow factor 0.029 cfm /Btuh Air flow factor 0.047 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Bold/ltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Ac ' + wrights , ft - Right - Suite® Universal 8.0.04 RSU13410 2012-Mar-30 10:57:05 ct ...Thomas H. ElandehDesktop \Wrighisoft Heat Loss\Lennar 6011 sup Caic = MJ8 Front Door faces: Page 1 wrightsoft Component Constructions Entire House ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952 - 445 -4692 Fax: 952- 445 -7487 Email: SALESSELANDERMECHANICAL.COM Project Information For: Design Conditions Location: Minneapolis -St. Paul, MN, US Elevation: 837 ft Latitude: 45°N Outdoor: Dry bulb ( °F) Daily range ( °F) Wet bulb ( °F) Wind speed (mph) Construction descriptions Walls 12F -Osw: Frm wall, vnl ext 2"x6" wood frm Partitions (none) Heating Cooling -15 88 19 (M ) 71 15.0 7.5 v ins, 1/2" gypsum board Int fnsh, n e s w all •1 osfc -8: Bg wall, heavy dry or light damp soil, concrete wall, n s, 8" thk e s all Windows Stonehaven 2: VINYL Insulated Glass Double Hung; NFRC rated (SHGC =0.26) Stonehaven 2: VINYL Insulated Glass Double Hung; NFRC rated (SHGC =0.29) Doors 11JO: Door, mtl fbrgl type Ceilings 16CR -44ad: Attic ceiling, asphalt shingles roof mat 5/8" gypsum board int fnsh oil ins, Indoor: Indoor temperature ( °F) Design TD (°F) Relative humidity ( %) Moisture difference (gr/lb) infiltration: Method Construction quality Fireplaces Or Area U -value Insul R Htg HTM Loss Clg HTM Gain iN Bluh44'- F Ii' "F/Btuh 131UFVIR Btuh etuhfIt' Btuh 680 0.065 21.0 5.52 3757 0.89 603 551 0.065 21.0 5.52 3043 0.89 489 666 0.065 21.0 5.52 3677 0.89 590 815 0.065 21.0 5.52 4504 0.89 723 2712 0.065 21.0 5.52 14981 0.89 2406 336 0.050 10.0 4.25 1428 0 0 320 0.050 10.0 4.25 1360 0 0 336 0.050 10.0 4.25 1428 0 0 895 0.050 10.0 3.94 3528 0 0 n 4 0.290 0 O 108 .290 0 s 34 .290 0 all 146 .290 0 n 8 .290 0 s 15 0.290 0 w 185 0.290 0 W 97 0.290 0 all 305 0.290 0 n 21 0.600 6.3 e 21 0.600 6.3 all 42 0.600 6.3 . -4d- wrightsc,ft- Right - Suite® Universal 8.0.04 RSU13410 ACCA ...Thomas H. ElandeI Desktop\wrighttsoft Heat Loss\Lennar 6011.nrp Cabo s MJ8 Front Door laces: Job: 6011 Date: March 30, 2012 By: Scott M Heating Cooling 70 75 85 13 50 50 54.5 26.1 Simplified Tight 0 24.6 99 8.65 35 24.6 2668 28.0 3030 24.6 838 15.8 538 24.6 3605 24.6 3603 24.6 197 9.21 74 24.6 357 17.2 250 24.6 4554 30.8 5689 24.6 2403 30.8 3001 24.6 7511 29.6 9013 51.0 1071 14.9 313 51.0 1071 14.9 313 51.0 2142 14.9 626 1615 0.022 44.0 1.87 3020 0.84 1363 2012•Mar•3010:57:04 Page 1 Floors 20P -38c: Flr floor, frm fir, 12" thkns, carpet fir fnsh cav ins, gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 264 0.030 38.0 2.55 673 0.25 66 1351 0.020 0 1.70 2297 0 0 ,ti w rightsoft- Right - Suites Universal 8.0.04 RSU13410 2012-Mar-30 10:57:04 ACGIt ...Thomas H. 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';0 i L. 0 c a c o o +r d d o o w w . - pie- < N 5 _ o d d d o m Q coo a 3 is G i l0 Ff N C hi N N CO M (9 al t0 M N O Q 13 . +~-' c' '3 v o v'3 - 0 0 v co 0 •7" 0 CD o ro N o a,. 3 '1 N .: M M M M M CV M M CO '0 t�+ M Cf) M M M (N n. v) u) c § LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL ] DATE OF SURVEY: 31 Z1//2- LATEST REVISION: LET Y¢ � Oz ❑ ❑ 4 ❑ ❑ A 0 ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ i 0 ❑ ' ❑ 0 M ❑ 0 D ❑ ,Pl ❑ ❑ 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 jg 0 ❑ • Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ❑ / 2' ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ / 0 1 ❑ • Waterways (pond, stream, etc.) Proposed X 0 ❑ • Garage floor 5/ 0 ❑ • Basement floor .0' ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ ❑ • Property corners 0 ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ 2i' ❑ • Easement line ❑ Jd ❑ • NWL ❑ 7 0 • HWL ❑ 7 ❑ • Pond # designation ❑ / 0 • Emergency Overflow Elevation ❑ i d 0 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • 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 side and setback of adjacent existing structures 0 • Retaining wall requirements: Reviewed By: �I�(«/ Date 1/5 G: /FORMS /Building Permit Application Rev. 11 -26 -04 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 892. 895.4 • co 3 14le ':!4.!1'!11 Slopes c >g fi3i $ �1' aii Wilt X 899.4 #3017 892.8 N w o #3016 LOT AREA = 12,050 SF. HOUSE AREA =2,036 SF. PORCH AREA =195 SF. SIDEWALK AREA = 59 SF DRIVEWAY AREA =1,116 SF. COVERAGE = 28.3% (89g N76c18,58» w BUILDING COVERAGE= 16.9% BENCH MARK: =r= TOP NUT HYDRANT COTS BLK ELEV.= 908.31 r>. NOTE: ADD BRICK LEDGE AS REQUIRED PINEERengineering / 2 SODDED MOW' E N 0 » w 897.7 (899.5) 0 0 0) (0 / 4 2. 77 VACANT NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/28/10 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 WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND SURVEY OF THE BOUNDARIES OF: ADDRESS: 3611 SPRINGWOOD COURT, EAGAN, MN BUYER: INVENTORY MODEL: MONTICELLO ELEVATION: D BENCH MARK: ,TOP OF SPIKE 908.0 905.3 ELEV.= 907.76 139 42 2 (907 9 07.8 ' ( 9 p 8.1), 1 40. 00 \\ o oi 0) `\ BENCH MARK: ELIOSION TOP OF 906.21E s „r\ 'l r .. SOD LOT 3, BLOCK 5, STONEHAVEN 1ST ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, UNDER MY DIRECT SUPERVISION THIS 24TH DAY OF MARCH, 2011. SCALE : 1 INCH = 30 FEET 34981 110162.023 PJB /BJM REVISED: NOTE: 3 -30 -11 STAKE 3 -16 -12 NEW HOUSE 3 -21 -12 RESTAKE NEW HOUSE 36 .04 ), Ar AIM HOUSE ELEVATIONS LOWEST FLOOR ELEVATION TOP OF FOUNDATION ELEV. GARAGE SLAB ELEV. @ DOOR DENOTES TAGGED TREE CORRECT REPRESENTATION EXCEPT AS SHOWN, AS SIGNED: BY: I I R. a t , —6 B O I 906.6 33e - - X 000.00 DENOTES EXISTING ELEVATION ( 000.00 ) DENOTES PROPOSED ELEVATION � - DENOTES DRAINAGE FLOW DIRECTION DENOTES SPIKE OF A 906.5 / EAGAN ENGINEERING DEPT. LOWEST ALLOWABLE FLOOR ELEVATION :900.0 90 6 SURVEYED BY ME OR : (PROPOSED) /ASBUILT (901.3) (909.3) (909.0) / ION EI't ENGINEERING, P.A. Peter J. Hawkinson License No. 42299 Javelin' software Design Passed Building Code: IBC 2006 3// C Member Report Label: TS1-2 1 Design Tag: 110240 2 piece(s) of 1 3/4" x 11 7/8" TimberStrand® LSL Beam (1.55E) Member Type: Beam 1 Level: Foundation Product is Sufficient for Application and Loads Described T r JirdittAtTtgllgir;-liLARMMSM.tto:4.42::Ql RECEIVED tiL 42 2012 Ms/filly /4i9®/ 4 Iv/i 7a PiPof 1r# /03 7317, 1 2 5 "1/2" 9' 7" 5'1/2" Design Methodology: ASD 10' 6" Member Cut Length: 10' 6" Member Drawing Not to Scale 'Design Results' Design (a) Location Allowed Result ' L Critical Reaction ;Shear (Moment (Live Load Deflection 'Total Load Deflection 5723 Ib @ 4" 5704 Ib © 1' 5 3/8" 15658 Ib -ft © 6' 0" 0.33" @ 5' 2 7/8" 0.42"@5'213/16" 8181 Ib (3 7/8") 8590 Ib _.. Passed - 70% 1.00 Passed - 66% 1 1.00 Load Combination - (Load Group) 1.0 Dead + 1.0 Floor - (1) 1.0 Dead + 1.0 Floor - (1) Passed - 98% 1.00 j 1.0 Dead + 1.0 Floor - (1) Passed - L/284 1.0 Dead + 1.0 Floor - (1) 1.0 Dead + 1.0 Floor - (1) Design Notes: • Bracing (Lu): All compression edges (top and bottom) must be braced at 1-02-03 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Support 1 2 Start 0" 10' 0 1/2" End 5 1/2" 10' 6" Source F1(i32459) TS4-3(i10239) Maximum Analysis Reactions Dead 1212 Ib 1465 Ib Floor Live 4471/ -439 Ib 5807 / -563 Ib Roof Live Snow Loads: Type Self Weight Uniform Point Point Point Point Point Point Point Point Point Point Maximum Load Magnitudes Start End Source Dead 0" 10' 6" Self Weight 13 lb/ft 1' 0" 9' 0" Smoothed Load 2' 0" - FJ2(i41784) 462 Ib 2' 0" - FJ4(i32473) 143 Ib 4 0" FJ2(i41788) 378 Ib 4 0" FJ4(i32441) 143 Ib 6' 0" FJ4(i32471) 501 Ib 6' 0" FJ2(141786) -7 Ib 8' 0" FJ2(i41785) 337 Ib 8' 0" FJ4(i32501) 143 Ib 10' 0" FJ3(i32437) 465 Ib 10' 0" FJ2(i41787) -24 Ib Floor Live -105 Ib/ft 1678 Ib 570 Ib 1473 Ib 570 Ib 1753 Ib 290 Ib 1507 Ib 570 Ib 1638 Ib 230 / -166 Ib Rocf Live Snow Errors, Warnings. & Notes: "CAUTION: This member is within a floor container, but is not in contact with the floor sheathing. It has not been assigned with directly applied floor loads. The dead loads used in the design of this member were applied to the structure as projected dead loads. File Name: 6011 Lansing A-E SR -173408 Javelin® Software 4.3.2.614 Design Engine: V5.3.0.1 LENNAR - MN 7/23/2012 3:13:16 PM Page 1 of 2 Javelin' software Design Passed Building Code: 18C 2006 3 .Ap/2,,k) tacr o c i Member Report Label: TS4-3 1 Design Tag: 110239 3 piece(s) of 1 3/4" x 11 7/8" TimberStrand® LSL Beam (1.55E) Member Type: Beam l Level: Foundation Product is Sufficient for Application and Loads Described r -1 1 1 5 "1/2" Design Methodology: ASD 6' 0 1/4" 5 "1/2" 6'111/4" Member Cut Length: 6' 11 1/4" RECEIVED JUL 42 2012 O,Dii ', J, - Ta f %t, Awn:r /037, y Member Drawing Not to Scale Desian Results;, Critical Reaction Shear ;Moment 'Live Load Deflection :Total Load Deflection �l Design 0 Location 120371b @ 4" 3684 Ib @ 1' 5 3/8" Allowed Result 20934 Ib (3 3/16") I Passed - 57% 5374 Ib -ft @ 3' 11 1/2" 0.04"@3'49/16" 0.05"@3'49/16" 12884 Ib Passed - 29 23930 lb -ft Load Combination - (Load Group) 1.0 Dead + 1.0 Floor - (1) a M 1.0 Dead + 1.0 Floor - (1) Passed - 22% Passed - L/999 0.31" L/240 ( Passed -11999 0.21" L/360 1.0 Dead + 1.0 Floor - (1) 1.0 Dead + 1.0 Floor - (1) 1.0 Dead + 1.0 Floor - (1) Design Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 6-11-04 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Support 1 2 aaft 0" 6' 5 3/4" End 5 1/2" 6' 11 1/4" Source P801(i41806) 8178041807) Maximum Analysis Reactions 2454 Ib 495 Ib Floor Live 9968 / -931 Ib 2170 / -40 Ib Roof Live Snow -7 Ib -1 Ib Loads: Type Self Weight Point Point Point Point Point Start End Source 0" 6' 11 1/4" Self Weight 1 1/2" TS 1-2(i 10240) 1' 1 1/2" FJ1(i41795) 1' 11 1/2" FJ1(141796) 3' 11 1/2" FJ1(141794) 5' 11 1/2" FJ1(141792) Maximum Load Magnitudes Dead Floor Live 19 Ib/ft 1465 Ib 598 Ib 224 Ib 317 Ib 210 Ib 5807 / -563 Ib 2626 / -384 Ib 1082 Ib 1527 Ib 1096 / -24 Ib Roof Live Snow -8 Ib Errors. Warnings. & Notes: * The dead loads used in the design of this member were applied to the structure as projected dead loads. * The member graphic, dimensions, and locations shown on this report are based on the centerline of the member. * Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. * Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15 File Name: 6011 Lansing A-E SR -173408 Javelin® Software 4.3.2.614 Design Engine: V5.3.0.1 LENNAR - MN 7/23/2012 3:13:43 PM Page 1 of 2 Javelin software Design Passed Building Code: IBC 2006 36 S PiLit f 'q c 7 Member Report Label: TS3-2 I Design Tag: 110243 2 piece(s) of 1 3/4" x 11 7/8" TimberStrand® LSL Beam (1.55E) Member Type: Beam 'Level: Foundation Product is Sufficient for Application and Loads Described t 1 t 1 t t 1 � 1 8' 10 3/4" Design Methodology: ASD 9' 4 3/4" Member Cut Length: 9' 4 3/4" RECErvFD /9pp/l v4;# ; ro prZ, T ,. Member Drawing Not to Scale Desian Results: Design @ Location Critical Reaction ;Shear 7473 Ib @ 1 1/2" 5701 Ib @ 1' 2 7/8" j Moment 9601 Ib -ft @ 3' 9" Allowed Result d 7613 Ib (2 15/16") 8590 Ib 159531b -ft Passed - 98% Passed - 66% Passed - 60% 1.00 Load Combination - (Load Grouo) 1.00 ;Live Load Deflection 0.18" @ 4' 6 1/4" 1 1.00 0.30" L/360 1 Passed - U613 j - 1.0 Dead + 1.0 Floor - (1) 1.0 Dead + 1.0 Floor - (1) 1.0 Dead + 1.0 Floor - (1) 1.0 Dead + 1.0 Floor - (1) Total Load Deflection 0.22" @ 4' 6 3/16" 0.46" L/240 j Passed - U496 1 1.0 Dead + 1.0 Floor - (1) Desian Notes: * Bracing (Lu): All compression edges (top and bottom) must be braced at 9-04-12 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Support 1 2 Start 0" 9' 1 3/4" nd 3" 9'43/4" Source B53(i32502) B52(i32493) Maximum Analysis Reactions Dead 1586 Ib 572 Ib Floor Liv@ 5887 / -142 Ib 2318 / -100 Ib Roof Live Snow Loads: Type Self Weight Point Point Point Point Point Point 0" 11" 1' 9" 3' 9" 5' 9" 6' 5" 7' 9" End 9' 4 3/4" Source Self Weight FJ1(i41795) FJ1(i41796) FJ1(i41794) FJ1(141792) M1 -2(i10237) FJ4(i32503) Maximum Load Magnitudes Dea 13 Ib/ft 1244 Ib 160 Ib 226 Ib 230 Ib 18 Ib 158 Ib Floor Live 4137 / -33 lb 915 / -47 Ib 1291 / -67 Ib 1195/-46 Ib 36 / -49 1b 631 Ib Roof Live Snow Errors. Warninas. & Notes: * The dead loads used in the design of this member were applied to the structure as projected dead loads. * The member graphic, dimensions, and locations shown on this report are based on the centerline of the member. * Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. * Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15 File Name: 6011 Lansing A-E SR -173408 Javelin® Software 4.3.2.614 Design Engine: V5.3.0.1 LENNAR - MN 7/23/2012 3:12:44 PM Page 1 of 2 City of Eaall Address: 3611 Springwood Ct Zip: 55123 Perit #: 103734 The following items were / were not completed at the Final Inspection on: 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 N 'J (9a*/.3 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 C!ty of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ea Use BLUE or BLACK Ink Permit #: 07 23 S Permit Fee: �✓ Date Received: Staff: 2011 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: Site Address: Tenant: Suite #: RESIDENT / OWNER Name: KO rbi/e Phone: J Address / City / Zip: 5 l J/ S,/ 1y Wder2 ar CONTRACTOR Name: MILBERT COMPANY INC.dba CULLIGAN WATER Address: 1801 50TM ST EAST City:AVER GROVE HGTS State: MN Zip: 55077 Phone: 651 :.45.1.-2241 Contact•. BILL.MILBERT:; Email: TYPE OF WORK _ New Replacement Repair Rebuild Modify Space Work in.R.O.W. _ _ _ Description of work:.. PERMIT TYPE •Septic RESIDENTIAL plater Water HeaterSoftener Add Plumbing Fixtures (._ Main / Lower Level) _ Lawn Irrigation ( RPZ / PVB) Water Turnaround System New _ Abandonment RESIDENTIAL FEES: $55.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $35.00 Lawn Irrigation $55.00, Add Plumbing "Water Turnaround $105.00 Septic System $95.00 Fire Repair (replace (includes $5.00 State Surcharge) Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) (add $166.00 if a 5/8" meter is required) New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) TOTAL FEES $ V CALL BEFORE YOU DIG. Cali 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.nooherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. • i x Applicant's Printed Name Ito' OF 1 S SE Requ r�Ispe o s Pt X Applicant's Signature 4110111'City afEap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: L •s" -z'<' -l� 2012 RESIDENTIAL BUILDING PERMIT APPLICATION Date: �I7(-1 Z Site Address: S(A: I 5 "eitil(. LcJoJ0 Co t.)tz Unit #: Name:AThN -DO !flop() w.D I(_L 0n Phone: (PIZ ` (1JO J (o�D 3 Address / City / Zip: '3co I 1 5PA. 3rz rn:WO -0 Lia 1 Applicant is: Owner )( Contractor Description of work: It.2 (...0 to 6-v3 Construction Cost: IS , UU r7 Multi -Family Building: (Yes / No aC ) Company:f; S �C: iL AJ Contact: "r'NR./ 1 alPCc%T Address: 3yL(, DO 17O' State: (I'I -t Zip: S--12.-) License #:i �c caD Zff O Phone: Lead Ce icate #: CEJ '7e66 City: 14CoifA.t If the project is exempt from lead certification, please explain why: ee Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING ................. In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes )(No If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: doc sh nonce conclude >? Phone: Phone: Phone: t mi#are you considered to be p bli ht u irtfc rrrf pid$cific reasons tat sid p they are rovtrade secretseas. Portion: the City CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota ate Building Codep(ust b- ompleted within days of permit issuance. x AMI t P U I I Applicant's Printed Name Page 1 of 3 r NOT WRITE BELOW TTHISLINE 1 d F 1 l� I�vu CJ(•l\ SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall Fireplace Garage *" Deck Lower Level Interior Improvement Move Building Fire Repair Repair DESCRIPTION Valuation /2a0 Plan Review (25% 100% 14 Census Code !a 3 4 #of Units / # of Buildings / Type of Construction REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool 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 FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 95(2 Siding Reroof Windows Egress Window Storm Damaje 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 1 RC, -i MCES System ,ZCc77 SAC Units City Water Booster Pump /O 76 PRV 3 y Fire Sprinklers 6/ Meter Size: Final / C.O. Required Final / No C.O. 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 , Building Inspector /O7 a D,Z ,t Page 2 of 3 • f. • PlZNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS /v 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com ! `l Certificate of Survey for: $1!"s!? '1urr1 Slopes Will E.;ruired 892. N #3017 rn aD 892.8 Lc/ #3016 LENNAR HOMES ADDRESS: 3611 SPRINGWOOD COURT, EAGAN, MN BUYER: INVENTORY MODEL: MONTICELLO ELEVATION: D EAGAN L NSOD init1sirst`?14 A6s7.79 5) BY: - 3-1A, VOL HOUSE 39.70 (807.5)� o f 907.8 1� 36.04 ori ED 'S DIVISION BENCH MARK: 908.0 ,TOP OF SPIKE z' ELEV.=907.76 1 l 895.4 �h. 0 0 v 90.5 03 Property lines to be vverrifi by contractor/owner. fia mitis x •vsP 899.5) W 0 LOT AREA =12,050 SF. HOUSE AREA =2,036 SF. PORCH AREA =195 SF. SIDEWALK AREA = 59 SF DRIVEWAY AREA =1,116 SF. COVERAGE = 28.3% BUILDING COVERAGE= 16.9 4 , /42. (c 17 (9O8.1)\ /40.00 a \ O \ 0) `\ BENCH MARK: osmium. LCtomom ' TOP O s SPIKE ..SOD VACANT 36.1 BENCH MARK: Bj ";-- ,2r7.4s_ TOP NUT HYDRANT ELEV.=908.31 NOTE: ADD BRICK LEDGE AS REQUIRED • NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/28/10 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 906.6 D/ e:• EAGAN ENGINEERING DEPT. LOWEST ALLOWABLE FLOOR ELEVATION :900.0 HOUSE ELEVATIONS LOWEST FLOOR ELEVATION TOP OF FOUNDATION ELEV. GARAGE SLAB ELEV. @ DOOR X 000.00 ( 000.00 ) : IPROPOSED)/ASBU!LT (901.3) / (909.3) / (909.0) / DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION DENOTES SPIKE DENOTES TAGGED TREE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 3, BLOCK 5, STONEHAVEN 1ST ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY UNDER MY DIRECT SUPERVISION THIS 24TH DAY OF MARCH, 2011. REVISED: NOTE: 3-30-11 STAKE 3-16-12 NEW HOUSE 3-21-12 RESTAKE NEW HOUSE SCALE : 1 INCH = 30 FEET 3498 110162.023 PJB/BJM ME OR SIGNED: IONEENGINEERING, P.A. BY: Peter J. Hawkinson License No. 42299