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3547 Sawgrass Tr WDate: x� /63// ? 7- ft /0 Ea r , - City of titan /(J 5L{ ?te 3830 Pilot Knob Road r Phone: (651) 675-5675 651 675- 675 t‘ 0\_ . ‘ 0\_ . Lead Certificate #: 1 Appl cant's Sig r re Use BLUE or BLACK Ink( For Office Use Permit # J 0 ( f 7 Permit Fee: Date Received: 7 -5-1 2- Eagan MN 55122 '* ‘ (651) 5694 2011 RESIDENTIAL BUILDING PERMIT APPLICATION c t Site Address: — .) i% Z /4c/ / ��� /i = 6.94— Unit #: Staff: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) Name: ' NIVA- Address / City / Zip: 04" " '9Lc AA Sic Applicant is: Owner ✓Contractor Description of work: Construction Cost: Phonel(�Sit 7 6/ k g- ► �� �'° Multi- Family Building: (Yes / No Company: 4414, / *X. C O/I 3 �f �/ Contact: /I'/ /�j(��/►i `ti ,r7s..� Address: 2i / 9 44', 4N .'� 4 /4 City Ga. i•t�,j State: I' � L�7v '� Q om+ /N /1/ Zip: .!7 L .6/a. 7' ` " / ®7 7f Phone: License #: ___ _ �i/ 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? 1 . 'es No If yes, date and address of master plan: + Licensed Plumber: f 4j44i !fie 1 7 4 f JS t/ Phone: T �� Y6,02 - Mechanical Contractor: # r t / , • 3c / Phone: 1 Sewer & Water Contractor: � is O � / -.- 1 , , :" � •-- Phone: Y 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.00nherstateonecall.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 1 understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit Issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. Applicant's - inted Name Page 1 of 3 S B Y E Foundation _X Single Family Multi 01 of Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRI_ . Valuation Plan Revi9 (25% j/ 00 %.___) Census Code #of Units # of Buildings Type of Construction Fireplace Garage Deck Lower Level Interior Improvement _ Move Building Fire Repair Repair .132 R EQUIRED INSPECTIONS ) e Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: ,_,ce & Water Ifinal Framing Fireplace: ,Rough In ..Air Test Insulation Sheathing Sheetrock Reviewed By: RESIDENTIA F ES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies TOTAL DO NOT WRITE BELOW THIS LINE /.c Occupancy Code Edition Zoning Stories Square Feet Length Width ,,Final Siding Reroof Windows Egress Window MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Demolish Building• Demolish Interior Demolish Foundation Water Damage 'Demolition of entire building — give PCA handout to applicant _ Porch (3- Season) Storm Damage Porch (4- Season) Exterior Alteration (Single Family) Porch (ScreenlGazebolPergola) Exterior Alteration (Multi) Pool Miscellaneous Meter Size: Final 1 C.O. Required Final/ No C.O. Required HVAC Gas Service Test Gas Line Air Test Other: Pool: __,_Footings Siding: __Stucco Windows Retaining Wall: Radon Control Erosion Control Building Inspector Air /Gas Tests „_Final Lath Stone Lath Brick Footings Backfili Final - t i LL- 3 /, 1 , /G 5' ZG a vgAt /s= ioN /¢t A'' / . /3109' @ . / )/4 4J16 OP*, Gz 7/4"1 F a/e7 iaan cw /4/..? # ® �`�`'� /l�1 C/%7 Cis -3-29 9 A3 144 Page 2 of 3 Per N1101.8 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 N1101.8. Date Certificate Posted Sinclair Mailing Address of rl,e Dwelling or Dwelling Unit 3547 SAWGRASS TRAIL WEST EAGAN Name of Residential Contractor MN License Number THERMAL ENVELOPE 3583sq ft( 5 beds _ Insulation Location Total R -Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) Non or Not Applicable UMolg •ssailiagt sung `sselatagr3 Foam, Closed Cell Foam Open Cell lucotpagw i¢aauyy Rigid, Extruded Polystyrene Rigid, Isocynurate Active (With fan and manometer or other system monitoring device) Other Please Describe Here Below Entlre Slab Foundation Wall Jo • INTERIOR Perimeter of Slab oti Grade. )t Rim Joist (Foundation) 10 INTERIOR Rim Joist (1.. Floor+):; . :.: , . ' : ,. , , . .; .: .. 10 INTERIOR • Wall 21 'Ceiling; flat::,' 44 Ceiling, vaulted 44 Bay Windows or cantilevered areas .. ... .:. ;'.. 5: Bonus room over garage Describe other insulated areas :: : Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U- Factor (excl skylights and one door) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 X R -value R -8 MECHANICAL SYSTEMS lI I Make - Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type '. Nat Gas : s Natural Gag:.::.. Electric Passive Manufacturer Lennox AO Smith Lennox Powered Model M L193UH090P36C:: GPVH5ON 13ACX- 036 -230' Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 88,000 Capacity in Gallons: so I Output in Tots; 3 Other, describe: Structure's Calculated Heat Loss 63,759 s' Heat Gam:: 24,398 Location of duct or system: Efficiency AFUE or HSPF% 93 SEER: 13 Calculated 1 cooling load: 29,712 Cfm's PLAN SINCLAIR 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: Loca ion of duct or system: Mechanical Room X Continuous exhausting fan(s) rated capacity in cfms: 2 continous fans on low TOTAL 90CFMS Location of fan(s), describe: I Owners bath, Main Bath Continous, Cfm's Capacity continuous ventilation rate in cfms: 90 6" Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 465 " metal duct New Construction Energy Code Compliance Certificate Created by BAM_version 052009 Venthhation Makeup and Cotilbustio Air Calculations Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City oftsidfillsom website and at City Hall. The completed form must be submit - tedIn duplicate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at Date Site address Contractor Completed By Section A Square feet(conditioned:area including i3asement finished or unfinished) Number of bedrooms..... , .. • .. Drrectioris ,Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11 -1. The tabl and equatron are below; . . Tabl N , Total and ContinUOUS Ventilation Rates (incfm) j Number of Bedrooms onditioned space (fn Total/ Total/ Total /,: Total/ sq ft ,{ continuous continuous ` Conti..nuous continuous 1000;1500 60/40: 75/40 90/45: � 1501,2000 105%53 70/40 85/43_ 100/50.. 115/50: 2001,2500 8Q /40 95/48,. 110/55 _ 125/63 2501x'3000 30013500, 3501 4000 1001 -4500 4501 -5000 5001 5500 5501 Equation 11 1 (0 02 x square feet of conditioned space) + (15 x (number of bedrooms + 1)) =Total ventilation rate (cfm) Total ve n n tilatiot The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one hour periodaccording to the ove table or equation; For heat recovery ventilators (HRV) and energy recovery ventila- • tors (ERV) average h ventilation c must be: determined in consideration of any reduction.of exhaust or out outdoor air intake, the or both, f defrost or other equipment cydfng : Continuous ventilatio - 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. 3 : 1 $AFETYiJKIVent- makeup -comb air submittal (2).docx 3 4 Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11 -1) � 3 `� 8.3 Total required ventilation Continuous ventilation Total /. , Total/ continuous Continuous 120/60 135/68 130/65 145/73 90/45'. 140/70` 155/78 • . 105/53: 120/60 135/68 15075 165%8 100/50 115/58 130/65 145/73`: ;' - ,00/80 . . 175/88; 110/5 10/4$ ;...1.4.00 155/78, 170/85 185/93. 120/60 135/68 150/75 . 1 65/83' 180 90 : 195/98:':': 130/65 145/73 160/80,: 175/88`. •190/95 205/103 140/70 15 :170/85: 185/93 200.100 215/108 150/75 165/83 180/90.'. 195/98,. :`210/105 225/113 5 16 /?0 Page 1 of 6 Section B Ventilation Method (Choose either balanced or exhaust only) Balanced, NRV (Heat Recovery Ventilator) or ERV (Energy Recov- JJ Exhaust only ery Ventilator) — cfm of unit In low must not exceed continuous vents- Continuous fan rating in cfm * f �� /d "' ) • Iation rating by more than 100 %. ' °' `/ P p i /a"' Low cfm: I I High cfm: Continuous fan rating in cfm (capacity must not exceed I continuous ventilation rating by more than 100 %) 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, f 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. $ection Section 'E Description : Ivrr, 4 1✓ I Cfm JR means not required) Ventilation Fan. Schedule Location' .... Directions The ventilation fan schedule should describe what the: fan is for, the location,, cfm, and whether it is used for continuous or intermitte ventilation The fan t hat is •chose forcontinuous ventilation mustbe equal to or grea t er 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 fah that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation). / f.te, Continuous 1 7 1 0 :,/ Make -up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other; describe: Location of duct or system ventilation make -up air: Determined from make -up air opening table Size and type (round, rectangular, flex or rigid) intermittent � o Directions Describe the operation of the ven system There should be adequate detail for plan, reviewers and inspectors to verify design and installation compli Related trades also need adequate de • • ex tail for placement of controls and proper operation of the building ventilation. If haust 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 10000 in; the manufactures' installation instructions. if the installation instructions require or recoinniend the equipment to be interlocked with the • iirhandling equi for proper operation such interconnectionshall be made. and described Page 2 of 6 Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see NW 50.1.3.3. 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) pre factor (cfm /ff)' b) conditioned floor area (sf) (including • • unf)hished basements) ;' r Estimate ( Houseinfiltratlon (cfm) [la' x 2bL 2 Exhaust Capacity: a) continuous exhaust only ventilation • yste t c rn (not applicable to ba '' arced ve nation systems such as, HRV) :1 ###0 , 0 'dryer (cfm) c) 80% o f< largest exhaust rating (cfm); Kitchen hood typically (not appliable if recirculating s or if powered makeup air is electrically interlocked and match to exhaust)' d) 80% ofnext largest exhaustrating (cfm), bath fan typically ;(not applicable If r ecircufatin g .syste m br if powered makeup air is electrically interlocked and matched to etlaust) Total ExhaustCapacity (cfm);. (2a +,2b.tzc +2d) 3 MakeuprAirQuantit a) total exhaust capacity (from above) lareatiniatert houseinfittration (from Makeup AlrQuantity (cfm)• (3a 3b) (if value is negative, ..no makeup air is needed)' i Far makeup Alr opening Sizing, refer :o Table 561.4 .2 • Tabfe 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion alr will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent ap- pliances or no combus- tion appliances Column A 0.15 /83 saa ?c) 135 a Not Applicable N4 One or multiple fan - assisted appllances and power vent or direct vent appliances Column B 0.09 135 One atmospherically vent gas or oil appliance or one solid fuel appliance Column C 0.06 135 Multiple atmospherical- ly vented gas or all appliances or solid fuel appliances Column 0 0.03 135 Use this column If there are other than fan - assisted or atmospherically vented gas or oil appliance or If there are no combustion appllances. (Power vent Ind direct vent appllances may be used.) 1. Use this column If there is one fan - assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- :tuded.) 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. ►. 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 ppliances and solid fuel appliances. Page 3 of 6 Passive opening Passive opening Passive opening Passive opening, Passlve.opeiing Passiveope$ih'g =. Passive opening•: w /motorzed damper : Passfve opening::: w /motorized "+d'a'mper Passiveopening w /motorized damper :.PnWerertitiakelipieir : One or multiple power vent, direct vent ap- pliances, or no combus- tion appliances Column A 1 -36 37— 66 67- 109 110 -163 164 -232 233 - 317 318 -419 420 - 539 :540 • >679 One or multiple fan - assisted appliances and power vent or direct vent appliances Column B 1 -22 23 —41 42 — 66 67 -100 101 -143 144 --195 196 - 258 259 -332 333 -419 >419. One atmospherically vented gas or oil ap- pliance or one solid fuel appliance Column C 1 -15 16 -28 i 10 -17 29 -46 1 18 -28 47 -69 i 29 -42 70 -99 100 -135 136 -179 231— 290 >290 Multiple atmospherically vented gas or oil ap- pliances or solid fuel appliances Column D 1 -9 43 -61 62 -83 84 -110 180.230 1 111 -142 3 4 S 6 7 8 9 10 143 —179 i 11 >179 i NA Duct di- ameter 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 remalning length of straight duct allowable. B. If flexible D. , 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. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Makeup Mr Opening Table for New and Existing Dwelling Table 501.3.2 Cornbustion air Not required per mechanical code (No atmospheric or power vented appliances) I Size and type I , y 1 4 - 1 6 , A Passive (see 1FGC Appendix E, Worksheet E -1) Other describe: E>iplanation 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 !FGCAppendix E, Worksheet E -1 (see below). Please enter size and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page 4 of 6 Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. 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 /Bolter: Draft Flood _, Fan Assisted Direct Vent Input: or Power Vent p Btu /hr Water Heater: Draft Hood x Fan Assisted _ Direct Vent Input: 9 4006 Btu/hr or Power Vent / StepZ 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: 50 ft' LxWxH L W 11 Step 3 Oeterrrilne Air Changes per Haur ()KiiJ1 Default ACH v alue s havebeen Incorporated into Table E -1 for use with Method 4b (KAIR Method). If.the year of c onstruction or ACH is not known, use method 4a (Standard Method). Step 4 Determine Required Volume. forCombustlon Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a Standard Method Total Btu/hr input of al combustion a Use Standard Method column In Table E 1 to find Total Required iTRV: Btu /hr Volufrie (TRV) ft If CAS Volume (from Step 2) greater TRV then no outdoor openings are needed. If CAS Volume (from Step isless than TRV then go to STEP 5. 4b Known Air f • In R te (KAI ( NOT COUNT DIRECT VENT APPLIANCES) Total Btu/ rr Input of ail fan- asslsted and power vent appliances input: ' /U, dod Btu /hr Use Fan Assisted Appliances column in Table E -1 to find ? Required Volume Fan Assisted (RVFA) RVFA: ...a, 400 ft Total Btu/hr (nput of all Natural draft appliances input: Btu /hr Use Natural draft Appliances column In Table E -1 to find RVNDA; ft' Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV). RVFA +, RVNDA TRV = 3 .'60 if, TRV ft if CAS Volume (from Step 2) 1, greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) Is less thin. : TRV then go. to. STEP S. Step 5i; Calculate the ratio ofavallabfe;Interior volume to the total required volume. Ratio =CAS Volume (from Step 2) cliulded by TRV (from Step 4a or Step 4b) Step 6: Calculate Reduction Factor (RF). Ratio = .54: 7 8 / RF = l minus Ratio. - f A 02 - Step 7: Calculate single outdoor opening as Nall combustion air is from outside. _ 1 � Total Btu /hr input of all Combustion Appliances in the same CAS Input; 4 4 (EXCEPT DIRECT VENT) xO Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu /hr per In' Step 8: Calculate Minimum CAOA. CAOA = yv coots /3000 Btu /hr per in = /3 .3 y in Minimum CAOA = CAOA multiplied by RF Minimum CAOA = /3 3 Y x - 8.71 _ /p , P y In s Step 9: Calculate Combustion Air Opening Diameter (CAOD) 2 / CAOD =1.13 multiplied by the square mat of Minimum CAOA CAOD =1.13 V Minimum CAOA = 3` 3 in. di v/ ameter 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. Page 5 of 6 4i wrightsoft Project Summary Entire House Elander Mechanical Inc. 591 Citation Drive, Shakopee. MN 55379 Phone: 952-445-4692 Fax: 952-445-7487 For: Lennar Minnesota Eagan, MN f- to /,M Nete4, fie o0c) 63, 7 s'f - Se? A c- ---� 3 s yoo = a 9, 7/2--:: /pi/. Winter Outside db Inside db Design TD Structure Ducts Central vent (90 cfm) Humidification Piping Equipment Toad Method Construction quality Fireplaces Area (ft Volume (ft Air changes/hour Equiv. AVF (cfm) Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Design Conditions -15 °Fi 70 °F 85 °F Heating Summary Infiltration Weather: Minneapolis -St. Paul, MN, US 45016 Btuh 948 Btuh 8164 Btuh 9632 Btuh Simplified Tight 1 (Tight) Heating Cooling 4 21000 21000 0.35 0.35 123 123 Heating Equipment Summary Make Lennox Trade MERIT 90 Model ML193UH090P36C * GAMA ID 4119046 93 AFUE 88000 Btuh 83000 Btuh 66 °F 1180 cfm 0.026 cfm /Btuh 0 in H2O �M wrightsoft- Right - Suitee Universal 8.0.04 RSU13410 ACCA ...Elander\Desktop \Wrightsoft Heat Loss\Lennar Eagan Sinciair.rup Cato = MJ8 Front Door faces: 35 y7 �•ur �. / Outside db Inside db Design TD Daily range Relative humidity Moisture difference Structure Ducts Central vent (90 cfm) Blower Use manufacturer's data Rate /swing multiplier Equipment sensible load Latent Cooling Equipment Structure Ducts Central vent (90 cfm) Equipment latent load Equipment total load Req. total capacity at 0.70 SHR Bold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Job: EAGAN SINCLAIR Date: April 6, 2012 By: Scott Pro'ect Information Desi n Information Summer Design Conditions 88 °F 75 °F 13 °F M 50 % 26 gr /Ib Sensible Cooling Equipment Load Sizing 21978 Btuh 157 Btuh 1239 Btuh 1024 Btuh 1.00 24398 Btuh Load Sizing 3709 Btuh 55 Btuh 1549 Btuh 5314 Btuh Cooling Equipment Summary Make Lennox Trade 13ACX SERIES - RFC Cond 13ACX- 036- 230 *10 Coil C33- 43 *++TDR ARI ref no. 3231463 Efficiency 11.0 EER, 13 SEER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Air flow factor 0.053 cfm /Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 2012-Jul-03 08:52:01 Page 1 441 wrightsoft Component Constructions Entire House Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone; 952-445-4692 Fax: 952-445-7487 Project Information For: 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 e 2 "x6" wood frm Partitions 12F -Osw: Frm wall wood frm Lennar Minnesota Eagan, MN Heating Cooling -15 88 - 19(M) 71 15.0 7.5 cav ins, 1/2" gypsum board int fnsh, - 10sfc -8: Bg wall, heavy dry or light damp soil, concrete wall, ns, 8" thk av ins, 1 /2" gypsum board int fnsh, 2 "x6" Windows 61A: VINYL Insulated Glass Double Hung; NFRC rated (SHGC =0.29) 61A: VINYL Insulated Glass Double Hung; NFRC rated (SHGC =0.26) 61A: VINYL Insulated Glass Double Hung; NFRC rated tSH • =o X1) Doors 11 JO: Door, mtl fbrgl type ^� wrightsoft• Right - Suite® Universal 8.0.04 RSU13410 ...ElandeADesktop \Wrighisoft Heat LosssLennar Eagan Sindair.ntp Cato = MJ8 Front Door faces: Indoor: Indoor temperature ( °F) Design TD (°F) Relative humidity ( %) Moisture difference (grub) Infiltration: Method Construction quality Fireplaces Job: EAGAN SINCLAIR Date: April 6, 2012 By: Scott Heating Cooling 70 75 85 13 50 50 54.5 26.1 Simplified Tight 1 (Tight) Or Area U -value Insul R Htg HTM Loss Clg HTM Gain IP Bluhln' -°F It=- °F/Btuh Btuh/P Btuh BIuh/IP Bluh n e s w all n e s w all all n s w w all e e all w e n all 478 0.065 21.0 5.52 2641 0.89 424 381 0.065 21.0 5.52 2104 0.89 338 536 0.065 21.0 5.53 2960 0.89 475 480 0.065 21.0 5.52 2650 0.89 426 1874 0.065 21.0 5.52 10355 0.89 1663 272 0.050 10.0 4.25 1156 0 0 320 0.050 10.0 4.25 1360 0 0 272 0.050 10.0 4.25 1156 0 0 269 0.050 10.0 3.72 1000 0 0 1133 0.050 10.0 4.12 4672 0 0 177 0.065 21.0 5.52 978 0.41 72 108 0.065 21.0 5.52 597 0.91 98 285 0.065 21.0 5.52 1575 0.60 170 8 0.290 0 24.6 197 9.21 74 58 0.290 0 24.6 1434 17.2 1002 160 0.290 0 24.6 3934 30.8 4915 51 0.290 0 24.6 1257 30.8 1570 277 0.290 0 24.6 6823 27.3 7561 34 0.290 0 24.6 842 28.0 956 46 0.290 0 24.6 1134 28.0 1288 80 10.290 0 24.6 1976 28.0 2244 41 0.290 0 24.6 1006 31.7 1294 21 0.600 6.3 51.0 1071 14.9 313 21 0.600 6.3 51.0 1071 14.9 313 42 0.800 8.3 51.0 2142 14.9 626 2012 - Jul -03 08:52:01 Page 1 Ceilings 16 R -44ad: Attic ceiling, asphalt shingles roof ma 5/8" gypsum board int fnsh eil ins, 1392 0.022 44.0 1.87 2603 0.84 1174 72 0.022 44.0 1.87 135 0.84 61 all 1464 0.022 44.0 1.87 2738 0.84 1235 Floors 20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r 31 0.030 38.0 2.55 79 0.25 8 cav ins, amb ovr 20P -38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r -5 ext ins, r -38 110 0.030 38.0 2.55 281 0.25 28 — cav Ins, gar ovr 20P -38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r -5 ext Ins, r -38 155 0.030 38.0 2.55 395 0.25 39 cav ins, gar ovr �.- 21A -32t: Bg floor, heavy dry or light damp soil, 8' depth 1096 0.020 0 1.70 1863 0 0 ti wrightsoft' Right - Suite® Universal 8.0.04 RSU13410 2012-Jul-03 08:52:01 ACCA ...Elander1Desktop \Wdghtsoft Heat Loss\Lennar Eagan Slnclair.rup Cain = MJ8 Front Door faces: Page 2 0 + 0 . 0 0 0 0 Q — CO Z Z z 1.11 LI- OHI z z M � CI 0 W 0 - 0. L o � U U �r 0 C CO as toc - --._.._. tli .N r r N N .- (•9 r co') r r N r• .• CO O a O E O ❑ O O a c a a a U 0; u ❑ '�; (o 'uJ A 0) z o, LL m C.) g m o o CD CO N N Z r r X X 0 H N N N F- 0) J CO 0) W Z 0 < (.. U W eD 0 01 0 .. r 0 0 . CU ID U O Z a a z co 0 et 0 0; J •+ m fl.• `7 O CO a z Q: O 0 U) U) N N CO O. w z z z z Z Z z od o I z or I- W m m .I 0 0 ca 4 co 0 0 0 0 0 0 0 0 z z z z z z z z n '. O O O N O N N N N N 0) M 0 CO CO N o O Q 0 00 y d co 0 o 0 O o : LO CO (l c� (3 (D co a u, c� a x x x x x x x ` x " X x ' G ' M a s '1) r M ( M 0) CO w 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: 'z7 'D 35 SkdoGi2.41/4.55 TZ L 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: \L1 ] 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): (Q, 2. t 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 YQ Oz „12- 0 .B ❑ ,8 0 ,0 0 0 ❑ 0 .5] ❑ 0 y LOT SURVEY CHECKLIST FOR RESIDENTIAL 1 BUILDING PERMIT APPLICATION PROPERTY LEGAL: 1-4 -7 Ne,k. -6)e_liciw 2 • Add. DATE OF SURVEY: /3 /% G: /FORMSBuilding Permit Application Rev. 11 - 26 - 04 Proposed ❑ ❑ • Garage floor ,21' ❑ 0 • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ ❑ • Property corners ❑ 0 • Front and rear of home at the foundation PONDING AREA (if applicable) Reviewed By: frm/ LATEST REVISION: r � 10/1 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 ,( ❑ 0 • Property corners A ❑ ❑ • Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures clue to adjacent utility trenches ❑ ❑ • Waterways (pond, stream, etc.) 77e- ba Date 7/ -1/2 ❑ X 0 • Easement line ❑ ,Er ❑ • NWL O ,ef 0 • • HWL ❑ ,e ❑ • Pond # designation O 4 0 • Emergency Overflow Elevation ❑ ••6 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y # • Conservation Easements DIMENSIONS AT ❑ ❑ • 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 ,I?f 0 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures ,e' ❑ ❑ • Retaining wall requirements: 5 J LOT AREA = 9165 SF HOUSE AREA =1792 SF PORCH AREA =160 SF SIDEWALK AREA =33 SF DRIVEWAY AREA =869 SF COVERAGE =31.1% BUILDING COVERAGE =21.5% co CO O O INSTALL PERIMETER co os 07 °23'3 (g0 2.A) NOTE: ADD FOUNDATION LEDGE AS REQUIRED NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM SCALE : 1 INCH = 30 FEET 7299 111195020 PleNEERengineering /0'`' ? 7 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 6)&5t ADDRESS: 3547 SAWGRASS TRAIL, EAGAN, MN BUYER: KOSNICK MODEL: 4007 ELEVATION: D N VP% 902- }i g iiVaU IMO quired (g02. 4.0 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/4/11 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. REVISED: NOTE: 6/11/12 STAKE HOUSE co 0 n BENCH MARK: TOP OF SPIKE ELEV.=905.63 1 O� � 0 � 3 3.50 (907. ) 905 44.00 (g07.9') E X H0 )SE 14 • °C) X 000.00 ( 000.00 ) 3 33.50 ■ BENCH MARK: TOP OF SPIKE ELEV.= 907.03 BENCH MARK: TOP NUT HYDRANT LOTS 7 -8 BLK 1 ELEV.= DATE: 5I2ILL ' DNS DIVISION LOWEST ALLOWABLE FLOOR ELEVATION :900.4 HOUSE ELEVATIONS : (PROPOSED) /ASBUILT (901.1) / TOP OF FOUNDATION ELEV. : (909.1) GARAGE SLAB ELEV. ® DOOR : (908.8) T.O.F. ELEVATION CP LOOKOUT : (904.3) LOWEST FLOOR ELEVATION — 60 - 3 \. DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: BY: A LOT 7, BLOCK 1, STONEHAVEN 2ND ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 8TH DAY OF JUNE, 2012. SIGNED: ,q PIONEER, ENGINEERING, P.A. Peter J. Hawkinson License No. 42299 To: Re: 3 3 Project No. 2.0182 Lennar Corporation Pad Foundation Review 4007 — Sinclair "D" — Cottage �345r7"Sawgrass Trail West, Eagan, MN MEMORANDUM I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the t. a of- Minnesota. Nick Hanson Date: 7 -13 -12 Minnesota Registration No. 46665 The purpose of this memorandum is to report tlfie'fi'ndings of a structural engineering review of the proposed pad foundation at the shared garage /house wall to the 4007 — Sinclair "D" — Cottage plan proposed at the address above. The Hanson Group has reviewed the proposed foundation and the following is noted: 1. The attached partial foundation plan at the area in question is attached below for reference. 2. The shared house /garage foundation wall is reportedly at least 8' -0" tall and 8" thick at the noted areas. The footing is reportedly a minimum of 16" wide. The foundation walls are to be poured and inspected per The Hanson Group's 2012 Foundation Guidelines. 3. Truss shop drawings by ABC were provided and attached for the girder truss point loads and locations. 4. The proposed 3'- 0 "x3'- 0 "x1' -0" pad foundation will be centered below the specified PSL post that will carry Girder Truss C and Girder Truss F2 above. A structural engineering review was conducted of the proposed pad foundation at the base of the shared house /garage foundation wall. The modification proposed above and in the attached partial plans will be structurally adequate based on an allowable soil bearing capacity of 2,000 pound -per- square foot. After our review of the above information and associated documentation, it is our professional engineering opinion that the proposed 3'- 0 "x3'- 0 "x1' -0" pad foundation will be structurally adequate provided the foundation system is poured as described above and within the limitations of The Hanson Group's 2012 Foundation Guidelines. This document applies to the review of the proposed pad foundation to support the girder truss Toads above and attached on the following pages for reference purposes. All other aspects of the project are outside the scope of this document. If any of the information noted above is found to be inaccurate, contact The Hanson Group immediately for further direction. Lennar Corporation Hanson Group Project: 2.0182 July 13, 2012 Page 2 All construction is to be in accordance with this document, standard industry practice, and the requirements of the Code. Sincerely, The Hanson Group Reportedly Full Height Foundation Wall Illustration 1: Existing Foundation Plan by Lennar Attachment: Manufacture Truss Layout Manufacture Girder Truss C Manufacture Girder Truss F2 City of Eapil Address: 3547 Sawgrass Tr W Zip: 55123 Permit The following items were / were not completed at the Final Inspection on: Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry ('1 105437 071"7.../ X Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage hilyk Porch Lower Level Finish Aro PorLL/,' Deck Fireplace Peru' 66 • 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 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA108026 Date Issued:11/13/2012 Permit Category:ePermit Site Address: 3547 Sawgrass Tr W Lot:7 Block: 1 Addition: Stonehaven 2nd PID:10-72701-01-070 Use: Description: Sub Type:e - Water Softener Work Type:New Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Bob Sable 5242Quebec Ave N. New Hope, Mn 55428 763-535-4694 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - US Home Corporation 16305 36th Ave N Minneapolis MN 55446 Bob Sable Services 5242 Quebec Ave N New Hope MN 55428 (612) 534-6526 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink For Office Use I I I Pennit#: City of Ea ~q Permit Fee: 3830 Pilot Knob Road 1 t I Eagan MN 55122 IJ 4 n13 ~ Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 1 Staff:? I I I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: i3 /3 Site Address: 5 Saw v~tss Unit Name: V Yi 1I0 5 c Phone: Resident/ Owner Address/City/Zip: '35 LO Sg(,vcr-a55 %p- (ti Applicant is: Owner X_ Contractor Type of Work Description of work: ~r L1~ Construction Cost: yoC.) Multi-Family Building: (Yes / No ==L~ Company: _ Er4 wtLCo6r S - JIL Contact: /~Iz f ~ S Contractor Address: _75,26 U!M N AV( 5 City: i-l C-1+F1 e1__b State: Iv 1,v Zip: _5_39 Phone: (pia- - 3~ - -Lg( -7 License Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) N~(w 6Lt s~rv~ /Zcrc~ toil ( COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 13Aonths, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that 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 the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conform a with the ordinances nd 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 startthout a perm' 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` uildi Code m e completed within 180 days of 7,A, t~~ ante. x S~,,, x Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITEMELOW THIS LINE M10 SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) Multi 4Y Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous _ 01 of - Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation V Occupancy MCES System Plan Review Code Edition SAC Units (25%! 100%) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector i RESIDENTIAL FEES Base Fee Surcharge Plan Review A e MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies o TOTAL Page 2 of 3 PI NEERen ineerin 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; ADDRESS: 3547 SAWGRASS TRAIL, EAGAN, MN BUYER: KOSNICK MODEL: 4007 ELEVATION: D LOT AREA = 9165 SF HOUSE AREA =1792 SF PORCH AREA =160 SF SIDEWALK AREA =33 SF DRIVEWAY AREA =869 SF COVERAGE =31.1% BUILDING COVERAGE =21.5% ,600-. BENCH MARK: _ 3 .-5 N VA% TOP OF SPIKE J ELEV.-905.63 INSTALL 41 00 Lop1. +w t._ 1 90 .7 n bra P~ b V) 77023' 3Z>, E `gp1 1) 3-5 190 9ps Zw, may/ 1 v N Cg02,1) 4.00 905.6 No 1 G, _ 1 902 8 _ . -go ~ Q7 ~ Xp 11 to z _~~~'J17 > o ~oI 34 00 p 0°~ O 0 56.0q. J Ul , X 902.0 / , 8p 14.83 1 t T. A Z O -n O O A~ 905 N rn0 ` O 01 fn i O / 0 9~~ C~~p (O 1 gps 90 o r' cA ~O O v , cm, -010 9 899.9 7 50 O O ~Z1 21 d ° 0 4 < W oo a°^ n 0 22 50 '90 90 r-1 i 0 s s ➢~~,1 0 9° ~e 9 0 33 5 1 DO, 5 ` 44.0 c 10 _ 0902 BENCH MARK: 1 ' ~ ? 0~L TOP OF SPIKE 1900 ELEV.=907.03 EXISTING ' ~O ~ ~ HOUSE ~1 ~4A.00 -7 t s BENCH MARK: Xt~4k:1!"til~i lk}''T"4 TOP NUT HYDRANT LOTS 7-8 BLK 1 ELEV.= NOTE: ADD FOUNDATION LEDGE AS REQUIRED LOWEST ALLOWABLE FLOOR ELEVATION :900.4 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/4/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION 901) / / CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. (909.1) TOP OF FOUNDATION ELEV. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR (908.8) / HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. T.O.F. ELEVATION Co? LOOKOUT . (904.3) / NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. X 000.00 DENOTES EXISTING ELEVATION NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM A- DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR- HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 7, BLOCK 1, STONEHAVEN 2ND ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 8TH DAY OF JUNE, 2012. REVISED: NOTE: 6/11/12 STAKE HOUSE SIGNED: PIONEER ENGINEERING, P. A. SCALE 1 INCH = 30 FEET W-~~ BY: 7299 111195020 Peter J. Hawkinson License No. 42299