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3547 Springwood Path
C) Use BLUE or BLACK Ink I 3830 Pilot Knob Road Eagan MN 55122 Permit Fee: Phone: (651) 675-5675 I Date Received: Q ` 1 Fax: (651) 675-sP94 I i I staff. I -----g- 2011 RESIDENTIAL BUILDING PERMIT 76 APPLICATION C~~~ Date' Site Address: 3SL/,7 ' r ) w P AA a~ O PAA Unit / E 1' /V,9/~rll RESIDENT Name: / ~Me` 42!~~ OWNER Phone--nav Address 1. City / Zip: 1j4A Applicant Is: Owner Contractor TYPE OF WORK Description of work: ' Construction Cost ~i Multi-Family Bung: (Yes / No, ) Company: fl ~j f✓~ e CONTRACTOR Address: Contact: A City' State:, 04N zP. Phone: License ooeW Lead Certificate Does this project require Lead Remediation? AXNo If no, please explain: (see Page 3 for additional information) \ COMPLETE THIS AREA ONLY IF CONSTRUCTING ANEW in the last 12 months, has the City of Eagan Issued a pehnlt for a similar Ian BUILDING Yes -_..No If yes, date and address of master plan: P based on a master plan? Licensed Plumber: wobd tt Phone:Td"- Mechanical Contractor: Sewer & Water Contractor: Phone: ~rNpTE ' J'''ai d; r ' F Phon 6,l! r~lr~ 0~1 MAN CALL BEFORE YOU DIG. ' Call Gopher State One Call at (651) 4 54.0002 for Protection against underground utility " damage Call 48 hours before you Intend to dig to receive locates of underground utilities. . I hereby acknowledge that this Information is Eagan; that I understand this is not a pecomplete and accurate; that the work wip be In conformance with the ril, but only an application jor a Pe►rrrit, and work la- accordance with the approved plan in the case of work which requires a review and a ordinances and codes of the City of of to start without a pe It that the work will be in Applicant's~P►tnted Name X AP tcant's 3 •e Page 1 of 3 DO NOT WRITE BELOW THIS LINE bA~ 7~ SUB TYPES Z; (2 t. G d Foundation - Fireplace _ Pot. h (3-Season Single Family Garage ) Storm Damage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi - Deck _ Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) - 01 of _ Plex - Lower Level Pool - _ Accessory Building Miscellaneous WORK TYPES New Interior Improvement Addition _ Siding -Demolish Building* _ Move Building _ Reroof Demolish Interior - Alteration -Fire Repair - _ Windows _ Demolish Foundation - Replace - Repair Egress Window -Retaining Wall - -Water Damage Temolition of entire building - give PGA handout to applicant DESCRIPTION Valuation 429 Occupancy ILC, - MCES System Plan RCodeEdition P,oa7 SAC Units (251 %--1 Zoning PQ City Water Census 12 Code /O Stories Booster Pum # of Units p N i1 Square Feet PRV of Buildings I Length Fire Sprinklers Type of Construction Width ~6-- 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:jtIce & Water Final Framing Pool: -Footings ____Air/Gas Tests Fi _ nal Siding: -Stucco Lath Stone Lath Fire lac Brick p e. - Rough in it Test _4EFinai Windows Insulation ---~Retaining Wall: Footings - Backfill _ Final Sheathing Shea Radon Control trock Erosion Control Reviewed By , Building Inspector RESIDENTIAL FE Base Fee BOG g 8 Surcharge -YO9G~ d3 / ~G 3 _ Plan Review r- 97,;o) ~g ,ro 11~~~ l GAO MCES S H Ac ~C .z City s - AC Utility Connection 0 Charge w 5 ono a y ~ o r✓ j~ 2c / 6 ~ C S$W Permit & Surcharge Treatment Plant qo z3 d 3y Copies TOTAL Page 2 of 3 New Construction Energy Code Compliance Certificate RECEB V ED Per N1101.8 Building Certificate. A building certificate cate shill be posted in a perntat>ently visible location inside Date Certificate Posted 7011 the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N 1101.8. Mailing Address ortire Dwelling or Dwelling Unit City Sinclair 3547 SPRINGWOOD PATH EAGAN Name of Residential Contractor MN License Number THERMAL ENVELOPE 3583sq ft/ 5 beds Type: Check All That Apply X Passive (No Fart ) ~ v H ~ 2 Active (With fan and monometer or F- Z other stistem monitoring device) L) ° T es ~ ~ a 2 ~ Insulation Location a z u O w E E rs 50 °A E-° S z w I t° tr? , ~ c>~ R Other Please Describe Here Below Entire Slab X . _ Foundation Wall D INTERIOR Perimeter of Slab on Grade X Rim Joist (Foundation) 10 INTERIOR Rim Joisf (lst Mooir+) 10 INTERIOR Wall 21, Ceiling, flat:..... 44 Ceiling, vaulted 44 Bay Windows or cantilevered areas 38 S Bonus room over garage X Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: D.30 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.20 X R-value R-8 MECHANICAL SYSTEMS Make-up Air Select a Tyne Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. cute Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. )<todel. ML193UH09OP36C GPVHSON. 13ACX-030-230 Describe: Input in 88,000 Capacity in output in 2,S Other, describe: Rating or Size BTUS; Gallons: so Tons: Location of duct or system: Heat Loss; 67,657 Heat Gain: 20,959 Structure's Calculated AFUE or SEER: 13 HSPF:c 93 Calculated 28,609 11 Efficiency coolit a toad: Cfm's PLAN SINCLAIR " round duct OR Mechanical Vent€lation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech. code Select Type X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High; Location of duct or system: X Continuous exhausting fan(s) rated capacity in cfms: 2 continous fans on low TOTAL 90CFMS Mechanical Room Location of €an(s), describe: Owners bath, Main Bath Continous, Cfm's Capacity continuous ventilation rate in cfms: 9016" Insulated Flex Total ventilation (intermittent + continuous) rate in cfms: 465 "metal duct Created by BAM version 052009 -7r PLAN REVIEW FOR COMPLIANCE WITH AIRCRAFT NOISE ORDINANCE . Compliance with Procedures to Ensure Submitter: Noise Impact Area Adequate Noise Attenuation: Lennar Airport - MSP International Exterior wall construction: 935 E. Wayzata Blvd. Noise Zone - 4 LP Smart Board Wayzata, MN 55391 15/32" sheathing 952-249-3000 New Infill Residence is a "COND" Tyvek wrap use in Noise Zone 4 2x6 studs 16" O.C. R-19' batt insulation with 1/2" gypsum board Roof Construction: Plan Reviewed: Peaked roof with manufactured trusses 24" O.C. p Roof vents ~t L'~ \ t CY ~Wop FK7 H Shingles Information Submitted: 15# felt Annotated architectural drawings including: 1/2" sheathing Blown insulation R-44 Windows: Atrium 5/8" gypsum board Swinging Patio Doors: Atrium Entry Doors: Therma Tru Mechanical Ventilation System: Skylights: N/A 3-ton central air conditioning unit Compliance with STC Requirements: Window, Door Frame, Perimeter and Other Seals: p All window and door openings are to be caulked Average window/wall area for exterior wall: ~ lb with butyl-based caulk With this window/wall area ratio and STC 40 walls, windows Fireplace Chimney Cap: with an STC 30 can be used to meet the noise reduction Built-in flue damper, chimney cap, glass enclosed requirements; Ventilation Duct Exterior Wall Penetrations: Summa : All exterior ducts will have bends as required by the ordinance Other measures including duct bends and caulking are being taken to ensure minimum transmission of noise through the Door and Window Construction: exterior building shell so that the construction should meet Windows: Atrium (30 STC) the compatibility guidelines. Sliding Patio Doors: Atrium (30 STC) Therefore, the materials and construction as proposed should meet the requirements of the Eagan aircraft noise ordinance. Entry Doors: Therma Tru (29 STC) Skylights: N/A Review Completed (date): Other Exterior Wall Penetrations: Review Completed b : Tom Tamte Sill sealer between plates and blocks ventilation, Makeup and Combustion Air Calculations 0, Submittal For For a Dwellings These blank submittal forms and instructions are available at the City o€ 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 3 5- 7 tplOW Date 0-/0- U Contractor r y G l By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11.1) Square feet (Conditioned area including Easement - finished or unfinished) Total required ventilation Number of bedrooms > Continuous ventilation U a Directions - Determine the total and continuous ventilation rate by either using Table N1104.1 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) [Number of Bedrooms 1... 2 3 4 5 fi Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ sq:.fr);;:,. continuous continuous continuous continuous continuous continuous 1000-1500. 60/40 75/40 90/45 105/53 120/60 135/68 1501=2000 70/40 85/43 100/.5 0 115/58 130/65 145/73 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 4601-4500 120/60 135/68 150/75 165/83 1079-0 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 50015500 140/70 155/78 170/85 185/93 200/100 215/108 55016000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + (15 x (number of bedrooms + 1)) = Total ventilation rate (dm) 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:15AFElYUKiVent-makeup-comb air submitfal (2).docx Page 1 of 6 4 tUid i Section B Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- ® Exhaust only 0,3 C eL"~ ery Ventilator) - cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm lation rating by more than 100%. / gat .A., Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed C~ I - I I E continuous ventilation rating by more than 100%) l v C¢1~j Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems ore typically HRV or ERV's. Enter the low and high cfm amounts. Low c fm airflow must be equal to or greater than the required continuous ventilation rote and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed so cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Descriptions Locatio Continuous Intermittent A F441 ~/d p 10 Directions- The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low c fm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls {Describe operation and control of the continuous and intermittent ventilation) 4=1 0C Directions -Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures' installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the airhandling equipment for proper operation, such interconnection shall be made and described. Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) z 171 Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table Urn Size and type (round, rectangular, flex or rigid) (NR means not required) Page 2 of 6 e T i it 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, flexor rigid) to the last line of section D. The make-up air supply must be installed per IMC501.3.2.3. Table 541.3.1 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 One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column D Column A Column 6 1. a) pressure factor 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) x Estimated House Infiltration (cfm): [1a 7 1b] 7 2. Exhaust Capacity d a) continuous exhaust-only ventilation system (cfm); (not applicable to ba. lanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system f1 i,,! f~ or if powered makeup air is electrically O~ f V interiocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fart typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm); [2a'+ 2b +2c + 2d] -75 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above)3 Makeup Air Quantity (cfm); (3a-3bj (if value is negative, no makeup air is C S/ needed) 4. For makeup Air Opening Siting, refer J/) to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) 8. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent, direct vent ap- assisted appliances and vented gas or oll ap- vented gas or oil ap- Duct di- pliances, or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel ameter Lion appliances vent appliances appliance appliances Column A Column 8 Column C Column D Passive opening 1-36 1-22 1-15 1-9' 3 Passive opening 37-66 23-41 16-28 10-17 4 Passiveopening 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 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420 - 539 259 - 332 180 - 230 111-142 10 w/motorized damper. Passive opening 540 - 679 333 - 419 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct Is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-i) Size and type Other, describe: Explanation - if no atmospheric or power vented appliances are installed, check the appropriate box, not required. if o power vented or atmospherically vented appliance installed, use 1FGCAppendix 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/Boiler: _ Draft Hood _ Fan Assisted kDlrect Vent Input: _Btu/hr or Power Vent Water Heater: _ Draft Hood 4)4 Fan Assisted _ Direct Vent Input: YOB &6 4 Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 677(o ft' LxWxH L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). if the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: W 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 S. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: _±0j066 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: d06 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: W Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA+RVNDA TRV = + dc'o 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 o to STEP S. 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= J'~'7 Step 6: Calculate Reduction Factor (RF). RF =1 minus Ratio RF = 1- Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Stu/hr input of all Combustion Appliances in the same CAS Input: 116O~ Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in' CAOA = pot / 3000 Btu/hr per in' = /43Y in= Step 8: Calculate Minimum CAOA. Minimum CAOA= CAOA multiplied b RF Minimum CAOA = 13.3 x 0.6 in: Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 d Minimum CAOA = 3 G in. diameter go u one inch in size if using flex duct 11f desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures In Section G304. Page 5 of 6 rol i ~`~yr, y 4 'vry v per, r it _ ! rr ! [ 1 , 1 i t N f {~j ~ $r _Cj• C ' t i t t E ° I l t : , f I a I f .5 f f i 7 i f Nt N f ~J n h t to s i N.4 x Ifi 4 1 Q ~i 1~ ` i cJ( = t ~ ~ I ► f '$~i i i 1 I i i \11 j r I i s f l W; CIO - W - m` ~ ! ! fir, I ~ ~ i ,U~ t ~ Li ! ii lam l u G ~ ~ ( I I ! I I tii ~ ~ G au f~7I L7I "U{ h-I ^~.]i .='7I 21 1 ~ f i N x I 1 Ju _ I 5z © y,~ v 3 - i I d y ; I I I i 4 _ti 1 ! j { I I t „ r i IS,~ S I 1 t v, U^d t27 I n' ! ~ t j t qg ; Sf Uy ,r. i I tC ! I s i r I v 7:1 w +n , x l , t I I ~ ~ 4~ it { I I I - m ~ ' ~ ~ I st m ~ ~ i - I . #I# i ~ V ~I I 1 I i d m ' ti ✓ a t ' ! t I ' r _ - - p au Q1t Ct~ e - N{ L i I t7i cp~ n J ^vy a i t- wrightsoft- Project Summary Job: EAGAN SINCLAIR Date: January 19, 2011 Entire House By: Scott Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952-445.4692 Fax: 952-445-7487 8 0 For: Lennar Minnesota Eagan, MN 30 Notes: Fu_"? e, C E FE;ouv ,Q c. a 9, ~o a o1 Go g = E- o e o Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 OF ✓ Outside db 88 OF Inside db 70 OF Inside db 72 OF Design TD 85 OF Design TD 16 OF Daily range M Relative humidity 50 % Moisture difference 33 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 48201 Btuh Structure 20959 Btuh Ducts 1042 Btuh Ducts 162 Btuh Central vent (90 cfm) 8164 Btuh Central vent (90 cfm) 1527 Btuh Humidification 10250 Btuh Blower 1024 Btuh Piping 0 Btuh Equipment load 67657 Btuh / Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 21992 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 4613 Btuh Ducts 62 Btuh Heating Coolin Central vent (90 cfm) 1942 Btuh Area (fn) 3584 3581 Equipment latent load 6617 Btuh Volume (ft3) 23946 23946 Air changes/hour 0.35 0.35 Equipment total load 28609 Btuh Equiv. AVF (cfm) 140 140 Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090P36C-* Cond 13ACX-030-230*12 GAMA ID 4119046 Coil C33-43*++TDR ARI ref no. 3660511 Efficiency 93 AFUE Efficiency 11.0 EER,.13.5 SEER Heating input 88000 Btuh Sensible cooling 20860 Btuh Heating output 83000 Btuh Latent cooling 8940 Btuh Temperature rise 50 OF Total cooling 29800 Btuh Actual air flow 1556 cfm Actual air flow 993 cfm Air flow factor 0.032 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 0.78 BoWtaiic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrtghYS4fY' Right-suites Universal 8.0.04RSU13410 2011-Oct-0711:52:22 .UCCA EtanderlDesktoplwrightsoft Heat LosslLennar Eagan Sindair.rup Calc = MJ8 Front Door faces: Pagel WrlghtSOf" Component Constructions Job: EAGAN SINCLAIR Date: January 49, 2011 Entire House By: Scott Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952.445-4692 Fax: 962-445.7487 For: Lennar Minnesota Eagan, MN Location: Indoor: Heating Cooling Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 72 Elevation: 837 ft Design TO (°F) 85 16 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr1lb) 54.5 32.7 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 (M) Method Simplified Wet bulb (°F) - 71 Construction quality Ti ht Wind speed (mph) 15.0 7.5 Fireplaces 1 Tight) Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain W BtuhRt'-°F WFB1uh Stuhlk" stuh BUMP etuh Walls 12F-Osw: Frm wall, vnl e 0,r-21 av ins, 1/2" gypsum board int fnsh, n 478 0.065 21.0 5.52 2641 1.08 517 2"x6" wood frm a 436 0.065 21.0 5.53 2408 1.08 472 s 539 0.065 21.0 5.53 2977 1.08 583 w 806 0.065 21.0 5.52 4453 1.08 872 all 2259 0.065 21.0 5.52 12478 1.08 2444 1 Osfc-8: Bg wall, heavy dry or fight damp soil, concrete wall, n 272 0.050 10.0 4.25 1156 0 0 r-t 0 s, 8" thk a 320 0.050 10.0 4.25 1360 0 0 S 272 0.050 10.0 4.25 1156 0 0 all 783 0.050 10.0 3.96 3102 0 0 Partitions 12F Osw: Frm w Cr-21)av ins, 1/2" gypsum board int fnsh, 2"x6" 177 0.065 21.0 5.52 978 0.60 106 wood frm 204 0.065 21.0 5.53 1127 1.11 225 all 381 0.065 21.0 5.52 2105 0.87 332 Windows Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated n 8 0.300 0 25.5 204 8.73 70 (SHGC=0.21) 6 24 0.300 0 25.5 612 14.5 349 all 32 0.300 0 25.5 816 13.1 419 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated a 73 0.300 0 25.5 1867 22.3 1629 (SHGC=0.20); 50% indoor insect screen s 31 0.300 0 25.5 796 13.4 417 w 153 0.300 0 25.5 3908 22.3 3411 all 258 0.300 0 25.5 6570 21.2 5457 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated w 41 0.280 0 23.8 971 24.6 1004 (SHGC=0.23); 50% indoor insect screen w 41 0.280 0 23.8 971 24.6 1004 all 82 0.280 0 23.8 1942 24.6 2008 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated w 40 0.300 0 25.5 1020 23.1 926 (SHGC=0.21); 50% Indoor insect screen Doors 11JO: Door, mill fbrgl type a 21 0.600 6.3 51.0 1071 16.7 351 n 21 0.600 6.3 51.0 1071 16.7 351 all 42 0.600 6.3 51.0 2142 16.7 702 -rid- wrigttitsoft- Right-Suite® Universal 8.0.04 RSU13410 2011-Oct-0711:52:22 ACCk ElandeADesktop\Wrightsoft Heal LosskLennar Eagan Sinclair.rup Calc = MJB Front Door faces: Page 1 I Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof m t, r-44 all ins, 1392 0A22 44.0 1.87 2603 0.91 1266 5/8" gypsum board int fnsh 72 0.022 44.0 1.87 135 0.91 65 all 1464 0.022 44.0 1.87 2738 0.91 1332 Floors 20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fnsh~5' xt ins, r-38 31 0.030 38.0 2.55 79 0.34 11 cav ins, amb ovr 20P-38c: Fir floor, frm fir, 12" thkns, carpet fir fns , r-5 ext ins, r-38 110 0.030 38.0 2.55 281 0.34 37 cav ins, gar ovr 20P-38v: Fir floor, frm fir, 12" thkns, vinyl fir fnsh, r-5 ext ins, r-3 155 0.030 38.0 2.55 395 0.34 53 cav ins, gar ovr 21 A-32t: Bg floor, light dry soil, 8' depth 1096 0.020 0 1.70 1863 0 0 ti -Pk wriightsoft- Right-Suite®Umversa18.0.04RSU13410 2011-Oct-0711:52:22 ACCK Elander\DesktopIftghtsoft Heat Loss\Lennar Eagan Sindaicrup Calc = MJ8 Front Door faces: Page 2 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: n hLCG~ I I DATE OF SURVEY: 3 4. & LATEST REVISION: ar -7~~- ' ,plc (CIcd i4. U O `z Q DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company ❑ ❑ • Building Permit Applicant ❑ ❑ • Legal description A ❑ ❑ • Address '0 ❑ ❑ • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) D D • Directional drainage arrows with slope/gradient % ❑ 0 • Proposed/existing sewer and water services & invert elevation ❑ ❑ • Street name ❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.) 0 0 • Lot Square Footage ❑ 0 • Lot Coverage ELEVATIONS Existing ~j ❑ ❑ • Property corners ❑ 0 • Top of curb at the driveway and property line extensions ❑ 0 ❑ • Elevations of any existing adjacent homes 'z 0 0 * Adequate footing depth of structures due to adjacent utility trenches zi X ❑ • Waterways (pond, stream, etc.) Proposed ❑ 0 • Garage floor 0 • Basement floor ,Py ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ ❑ • Property corners 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ D • Easement line 0 /0 D • NWL ❑ ❑ • HWL ❑ ❑ • Pond # designation ❑ 0 • Emergency Overflow Elevation ❑ Pond/Wetland buffer delineation Y . Shoreland Zoning Overlay District Y Conservation Easements DIMENSIONS 0 0 Lot lines/Bearings & dimensions ❑ ❑ Right-of-way and street width (to back of curb) fd 0 0 Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 0 ❑ Show all easements of record and any City utilities within those easements ❑ 0 Setbacks of proposed structure and yard setback of adjacent existing structures ❑ ❑ Retaining wall requirements: Reviewed By: Date G:/FORMS/Building Permit Application Rev. 11-26-04 PICNEERengineering 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 SPRINGWOOD PATH, EAGAN, MN BUYER: MODEL: SINCLAIR ELEVATION: B J~ Q 3" Maximum Slopes or Re aining Wall Wig Be Required Q • co pi• I 'ALL ti ERIH 70 190 Q~ 9 'tom VACANT o S 90 1 Q~ 891.8 °tZ P~~ / 8s? 3 / ~sr 7 01 ? S O a 10 o~ 3 ;4 0O BENCH MARK. . 9 A \ 4i ~ O ~ '1 •,3 O TOP OF SPIKE 70 _ V O 3 9 _ - / o,. po ~(~,~p 003 ? 899.0 Pi ELEV.=899.04 o. p 885.0 Q1~• 894.8 1900 ^ \ \ 0s *fM/ T - LL P0"N Li Q.1 \ < SOf lb~ 9 0 C~ 0 soo / C 00.0' \ 70 6 e9s0 \ 900.6 / 00 5 0 i S'00'~ 938) \ \900 ~?S0 C qff / Oc hj Q / Q~ O O 6 '69 s l36 900,8 0 ? VACANT 1008 O / off, LOT AREA =9,689 SF. HOUSE AREA =1,797 SF. / ROk, PORCH AREA =97 SF. SIDEWALK AREA =74 SF. 33e DRIVEWAY AREA =811 SF. BENCH MARK: COVERAGE -28.7% \ TOP OF SPIKE BUILDING COVERAGE =19.5% ELEV.=900.80 ~~V Vim. `,:r. P-~,~,~~ By m DATE: 0' ~ J Ow.: %d11~~1f E3LILDING IN!S LGT101`vS ID!' 1J10N NOTE: ADD BRICK LEDGE AS REQUIRED EAGAN ENGINEERING DEPT. NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/28/10 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. LOWEST ALLOWABLE FLOOR ELEVATION :894.5 NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO HOUSE ELEVATIONS : (PROPOSED) /ASBUILT CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. LOWEST FLOOR ELEVATION (895.0) / NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC TOP OF FOUNDATION ELEV. (903.0) / HOUSE PROPOSED IS NOT THE RESPONSIBILITY of THE SURVEYOR. GARAGE SLAB ELEV. @ DOOR (9021 ,7) / 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 10, BLOCK 1, STONEHAVEN 1ST ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 25TH DAY OF MARCH, 2011. REVISED: NOTE: 3/31/11 STAKE SIGNED: /27S ENGINEERING, P.A. SCALE : 1 INCH = 30 FEET BY: 3498 110162.028 PJB Peter J. Hawkinson License'No. 4Z'299 o ort@ MEMBER REPORT Level, Roof.- Porch Beam PASSED software i piece(s) 3 1/2" x 7 1/4" 1:3E TimberStrand@ LSL Overall Length: 18 0 0 D D 700 9100 '120 o a o All Dimensions Are Horizontal;Drawing Is Conceptual Desl n RE:Sults A&M41 Locatign Allowed Result LDF Load. Combination (Pattern) System : Roof Member Reactlon (Ibs) 2679 @ 7 0 0 10710 Passed (25%) - 1.0 D + 1.0 S (All Spans) Member Type : Drop Beam Shear (ibs) 1186 @ 7 9 8 7782 Passed (15%) 1.15 1.0 D + 1.0 S (All Spans) Building Use : Residential Moment (Ft-lbs) -2272 @ 7 0 0 5232 Passed (43%) 1.15 1.0 D + 1.0 S (All Spans) Building Code : IBC Live Load Defl. (in) 0.113 @ 12 3 15 0.482 Passed (L/999+) 1.0 D + 1.0 S (Ail Spans) Design Methodology : ASO Total Load Defl. (in) 0.174 @ 12 3 15 0.643 Passed (L/665) - 1.0 D + 1.0 S (AII Spans) Member Pitch: 0/12 Deflection criteria: LL (1-1240) and TL (L/180). • Overhang deflection criteria: LL (21-/240) and TL (2L/180). • Bracing (Lu): All compression edges (top and bottom) must be braced at 18 0 0 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports (Ibs) SUppOrts Total Available Required Dead Snow Total Accessories 1--Column-SPF___ 4.50" _450".. 1.50".. 249 477. 726 Blocking 2 - Column - SPF 4.50" 4.50" 1.50" 927 1751 2678 Blocking 3 - Column - SPF 4.50° 4.50" 1.50" 445 834 1279 Blocking " Blocking Parcels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location Width (0.90) (1.15) Comments 1- Uniform(PSF) 0 0 0 to 6 6 0 560 17.0 35.0 Monos 2- Uniform(PSF) 6 6 0 to 18 0 0 460 17.0 35.0 Monos 1LEVEL Notes - - - l" SUSTAINABLE FORESTRY INITIATIVE (Level warrants that the sizing of Its products will be in accordance with (Level product design criteria and published design values. (Level expressly disclaims any l other warranties related to the software. Refer to current (Level literature for Installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, bulkier or framer is responsible to assure that this calculation is compatible with the overall project. iLevel products manufactured at Weyerhaeuser facilities are third-party certined to sustainable forestry standards. The product application, input design loads, dimensions and support Information have been provided by Lennar I I i I Forte Software Operator Job Notes 12/30/20115:41:36 AM Mark Weegman Lennar iLevel Forte v3.0, Design Engine: V5.4.3.2 iLevel by Weyerhaeuser 4007 B (651) 775-5794 3547 Sprinngwood Path mark.weegman@weyerhaeuser.com Stonehaven Page 2 Of 2 i A i Use BLUE or BLACK Ink I For Office Use I j Permit I A,- City of EaEd I 70 I Permit Fee: 3830 Pilot Knob Road I Eagan MN 55122 j Date Received: j Phone: (651) 675-5675 l I Staff: I Fax: {651} 675-5694 I I 2012 RESIDENTIAL BUILDING PERMIT APPLICATION CO-, Date: a0t Site Address: Unit t F Name: ~oR17~T Phone: 1012• 39~- 3 a'l~ RESIDENT ! OWNER Address t City ! Zip: 35q7 .5%21 /JcrW0&b PJ-rJ' eA-640.1 573; /91__3 i Applicant is: Owner X Contractor TYPE OF WORK Description of work: C Oi►l~'oSiT~ I Construction Cost: Multi-Family Building: (Yes ! No X Company: fI~6 WVXKS D67516A Contact: M/R1T Sal ut~/S c Address: 7(204 /~IV57 S -City: PC CONTRACTOR 3oZb ty: State: M nl Zip: 53~YFOL-3 Phone: ~1l 1;~L - 3 16 9 ' .9 -7 License 8u(0 3a85;)- Lead Certificate Abp r- 6870,5- / If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) t_ans6cc- J )n aDf 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? __._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 theV 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.ooaherstateonecall.oro I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the o,'4, ces and code 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 st itho 2r permit; that th 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 ng a must be feted within 180 days of permit issuance. x M41-r sti VEW s x Applicant's Printed Name Applicants Sign re Page 1 of 3 NOT WRITE BELOW THIS LINE /63~2-D • SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) _ Multi Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) _ 01 of Plex _ Lower Level _ Pool Miscellaneous 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 PGA handout to applicant DESCRIPTION MCES System - Valuation Occupancy ~/2 14 Plan Review Code Edition 29-V12 SAC Units (25%_ 100-/6z) Zoning AD City Water Census Code q,541 Stories - Booster Pump # of Units ) Square Feet )G PRV # of Buildings Length Z6- Fire Sprinklers Type of Construction Width_ REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final I C.O. Required Footings (Addition) Final 1 No C.O. Required _we 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 _ Backfiil _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES 17C Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies 10 g TOTAL Page 2 of 3 PI NEERengineering a3 ~ CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 6819488 - Pioneereng.com Certificate of Survey for: LENNAR HOMES ADDRESS: 3547 SPRINGWOOD PATH, EAGAN, MN BUYER: MODEL: SINCLAIR ELEVATION: B JP Q 3:1 Maximum Slopes or retaining Wall Will Be Required JK- ~-c ry STA DER C'ON'K ERIN 110 S Irv S VACANT Aw ry ~R •s , 90 ^1 a~~~ • J ~~O 891.8 L o 0 4'P / ; RR2 1 10 S \ 9, 60 BENCH MARK: 4 70 899.____- -TOP OF SPIKE 885.0 / oo Q~/w 0/ ^ 3s ELEV.=899.04 \ O LL F.!101P-11!4 894. S 4 1 SO/ ; j 6 8 ~0~• ' 0 N s A., X00. 600 eg.o oo P~~ ~0 900.6 S X89 QY / o 00 38J \ \go\~ r v 4420 N \ O C6 Q~oQ E~GAN r9~78 RE 'e WED X36 900.8 70 BY ~00 LOT ARDAT • x~ /~l ^/2 ~o p~ HOUSE ARE`ft'- 4-INS 'ECTIONS DIVISION S PORCH AREA =97 SF. S 9 SIDEWALK AREA =74 SF. 3 DRIVEWAY AREA =811 SF. COVERAGE =28.7% \BENCH MARK: \TOP OF SPIKE { ELEV.=900.80 BUILDING =19.5% COVERAGE :D By DATE: 1•-•r.°-SPEC: l rF BUILDING I14TIOIA~:S 0111 3ION NOTE; ADD BRICK LEDGE AS REQUIRED EAGAN ENGINEERING DEPT. NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/28/10 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. LOWEST ALLOWABLE FLOOR ELEVATION :894.5 NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO HOUSE ELEVATIONS : (PROPOSED)/ASBUILT CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. LOWEST FLOOR ELEVATION (895.0) / NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC TOP OF FOUNDATION ELEV. ; (903.0) HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. NOTE: THIS CERTIFICATE N / DOES NOT PURPORT TO SHOW EASEMENTS OTHER GARAGE SLAB ELEV. @ DOOR (902-7) 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 DENOTES SPIKE WE HEREBY CERTIFY TO LENNAR HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 10, BLOCK 1, STONEHAVEN 1ST ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 25TH DAY OF MARCH_2011. REVISED: NOTE: 3/31/11 STAKE SIGNED: P ONEE ENGINEERING, P.A. SCALE : 1 INCH = 30 FEET BY: 498 110162.028 PJB Peter J. Hawkinson License'No. 42'299 t y~ A City of EAddress: 3547 Springwood Path Zip: 55123 Permit>#: 101678 jt&j.' The following items were /were not completed at the Final Inspection on: - Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace - • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: V GABuilding InspectionsTORMS\Checklists