Loading...
3626 Woodcrest Cir aL4 .0 6a Use BLUE or BLACK Ink P~ U~ Z ^-For- Office - Use ~ ~ qZsl Permit 07Z,4~ of Eapi ~ ° ~ I Permit Fee:~~ I 3830 Pilot Knob Road l I / I Eagan MN 55122 Date Received: 9~ Phone: (651) 675-5675 I I Fax: (651) 675-5694 1 Staff: I I I 2012 RESIDENTIAL BUILDING PERMIT APPLICATION Date_ Site Address: Y1 0202/ A&4-L dtd C4- Unit Name: ZeAIII/44 CO Phone: RESIDENT OWNER Address / City / Zip: /lf✓ g Applicant is: Owner Contractor ~j ~5 TYPE OF WORK Description of work: ~~W CO~s'~/'Gt~!`fo~•cJ~C[~ ~/1~, Construction Cost: Multi-Family Building: (Yes / No ) l Company:. ~-eNn/,92 610te Contact: Address -?S -S;5)i-s y g ddc.C J61 ~"l city: ~t74`44 u CONTRACTOR n State: MA./ /Zip: S30 Phone: 4g~lg License ? 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 la months, has the City of Eagan issued a permit for a similar plan based on a master plan? s~ _Yes No If yes, date and address of master plan: Licensed Plumber: Phone: ~~1 Mechanical Contractor: j r Cr Phone: / elf Sewer & Water Contractor: Phone(6f/J NOTE. Plans and supporting documents at 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 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.. D x //Trit/(rC/~tG /~SdL✓ x Applic nt's Pr' ted Name Applicant' gnature Page 1 of 3 ¢ DO NOT WRITE BELOW THIS LINE 1072q~ SUBTYPES -3coZ~o W66dcfe3~" C~ _ 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 PCA handout to applicant DESCRIPTION 3~r6 c~iv Valuation Occupancy f Rj_-_1. MCES System Plan Rev' Code Edition a, oo? SAC Units S,,0W414 ,f25%_ 100%_) Zoning P o City Water -V_X 9 Census Code f o/ Stories I- Booster Pump _0 # of Units i Square Feet 2,y03 PRV 04Q # of Buildings / Length G110 Fire Sprinklers ./O_ Type of Construction Width REQUIRED INSPECTIONS J Footings (New Building) Meter Size: Footings (Deck) -.Je Final / C.O. Required Footings (Addition) Final / No C.O. Required Jr Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: Ice & Water Final Pool: -Footings Air/Gas Tests -Final Framing Siding: rStucco Lath Stone Lath -Brick Fireplace: LRough in Air Test Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEE S ~M 4A4, Y-01 3G,i;o Sows 2AjV T2 Base Fee 3 *L Ui✓r~.v L G- ~Z !G~ d'~ g 3 Surcharge Plan Review ?•Jr~fo ~t 33 MCES SAC ts"0 /~yL lea? Qa A3 40,0 City SAC 3? !:l T931 29 Utility Connection Charge S&W Permit & Surcharge 1- A01v-f nati'G h 160 14~ Treatment Plant Copies 3 y~ , 0 TOTAL Page 2 of 3 M7,-zl New Construction Energy Code Compliance Certificate Per N1101.5 Building Certificate. A building ce:rtiftcate shall be posted in a permanently visible location inside Uate Certificate Posted the building. The cerliticate shall be completed by the builder and shall list bdormation and values of components listed in Table NI 101.8. Mailing Address of the Duelling or Dwelling Unit City 3626 WOODCREST CIRCLE EAGAN Name orResidenfial Contractor AIN License Number THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive (No Fail) of v Active (111ith fail atilt nroli01iieter nr E~ a ; orlier system inanitoring_rlevice , . en u ~ 0. w y U n 7 Q W Oa u U T Insulation Location ° z 9 8 U R w o a y E E°- 5 Z lz t£ ti Ii n a R Other Please Describe Here Below )Entire Slab X Foundation Wall 10 INTERIOR Perimeter; of Slab on Grude X Rim Joist (Foundation) 10 INTERIOR art Joist (1st FIOOr+) 10 INTERIOR Ri: Wall 211 1 Ceiling, flat ' 44 Ceiling, vaulted 44 Bay Windows or cantilevered areas 38 5 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 eloor) U: 0.29 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 r-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling S stem X Not required per mech. code Fuel `r -pe Natural Gas Natural Gas Electric Passive Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML193UH11OX048C GPVH50N 13ACX-042-230` Describe: Other, describe: Input in Capacity in Output in 3,5 Rating or Size BT US: 110,000 Gallons: SU Tons: Hent Loss: Heat Gain. Location of duct or system: Structure's Calculated 83,216 30,322 AFUE or SEER: 13 HSPrso 93 Calculated $6,19 Bfficienc coolie load: Cfnis PLAN 4013 " round duct OR Mechanical Ventilation 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 ca acit in cfms: 3 fans cant low, total I00cfm Mechanical Room Location of fan(s), describe: Owners bath, Main Bath ;_rW Cfm's Capacity continuous ventilation rate in cfms: 100 Insulated Flex Total ventilation (intermittent t continuous) rate in cfms: 475 " metal duct Created by SAM version 052009 V 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: 16305 36th Ave. No. Noise Zone - 4 LP Smart Board Suite 600 15/32" sheathing Plymouth, MN 55446 New Infill Residence is a "COND" Tyvek wrap 952-249-3000 use in Noise Zone 4 2x6 studs 16" O.C. R-21 batt insulation with 1/2" gypsum board Roof Construction: Plan Reviewed: I; l Peaked roof with manufactured trusses 24" O.C. Roo h of 9les vents '3CQZ.(v C 1L~zc LF-~ S Information Submitted: 15# felt Annotated architectural drawings includin : 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: All window and door openings are to be caulked Average window/wall area for exterior wall: 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): Z~ Other Exterior Wall Penetrations: Review Completed by: Tom Tamte Sill sealer between plates and blocks venvsat,on, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and Instructions are available at the City of 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 •r .Tt Date 9 /rj-Z ►/Z Contractor Completed I ,i !r r~r s ~ ey d~ Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including ~j Basement-finished or unfinished) 7 7 Total required ventilation Number of bedrooms Continuous ventilation 95 Directions- Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in Chin) N u m ber. of Bedrooms 1 2; 3 4". 5 6 Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ sq. ft.) continuous continuous continuous:: .contlnuous continuous continuous 1000-1500 60/40 75/90/45 105/53 120/60 135/68 1501-2000 70/40 85/43. 100/50. 115/58.. 13.0/65. 145/73 2001-2500 80/40 95110/55. 125/63 14;0/70.. 155/78 2501-3000 90/45: 105/53 120/60'. 135/68 150/15 165/83 3001-3500 100/50 115/58 130/65 145/73. 160/80 175/88 3501-4000 11p/SS 125/63 140/70 155/78.':. 17011.85 185/93: 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: 18,5/93. 10-07M 215/108 5501-6000 150/75 165/83 180/90. 195/98 210/105 22513- 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 - q 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:ISAFETYMVent-makeup-comb air submittal (2).docx Page 1 of 6 Section B Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only 404.. r~ 0 rj 13 . ery Ventilator) y cfm of unit In low must not exceed continuous venti- Continuous fan rating in cfm -/,4! lation ratio by more than 100%. tTh-~ Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed 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 c m airflow must be equal to or greater than the required continuous ventilation rate and less than 10096 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 Ventilation Fan Schedule Description Location Continuous Intermittent GTE U 3 y ^.f~ 30 8d .l- o¢h ~fc ~d Directions The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous orintermittent 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 10096 greater than the continuous rate. (For instance; if the low cfm is 46 cfm, the continuous ventilation ion 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) r T r L Directions,- Describe the operation of the ventilation system. There should be. adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. if an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures' installation instructions. if the Installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section E Make-up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.31) 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 Size and type (round, rectangular, flex or rigid) (NR means not required) Page 2 of 6 i Directions c 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, howetiei, 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 iMC501.3.2.3. 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 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 8 1. a).pressure factor 0.15 0.09 0.06 0.03 ;.(cfm/sf) b) conditioned floor area (sf) (including .unfinished basements) Estimated House Infiltration (cfm): [la x lb1' V lV 2. Exhaust Capacity a) continuous exhaust-only ventilation ?w 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); e K 3GO Kitchen hood typically (notapplicible.lfrecirculating system (6" or if powered makeup air is electrically V Interlocked and. match to exhaust . d) SO% of next largest exhaust rating (cfm); bath fan typically: Not (not applicable If recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust capacity (cfm); [7'75- [2a + 2b +2c+ 2d] 3. Makeup Air Quantity (efm) a) total exhaust capacity (from above) 5' b) estimated house infiltration (from above) 7 O tO Makeup Air Quantity (cfm); q [3a - 3b] / { JQ 70t (if value is negative, no makeup air is ! v neededj 4. For makeup Air Opening Sizing, refer /VA to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or all appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one-solid fuel appilance. 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 oil ap• vented gas or oil ap- Duct di- pliances, or no combus- power vent or direct piiance or one solid fuel piiances 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 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 a 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/motorkeif 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. 6; 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-1) Size and type ' X Other, describe: 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 1FGCAppendix F, 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 ,Direct Vent Input: Btu/hr or Power Vent Water Heater: yQ L1 _ Draft Hood X Fan Assisted _ Direct Vent Input: 1 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: ft3 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 k Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 46. 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 S. 4b: Known Air Infiltration, Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/h( input of all fan-assisted and power vent appliances Input: 4'Qg i!Q0 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA:..Oh 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: ft3 Required Volume Natural draft appliances (RVNDA) 3 Total Required Volume (TRV) =RVFA+ RVNDA TRV = + - ~r c3 a fl 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 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= ) "7& Step 6: Calculate Reduction Factor (RF). RF =1 minus Ratio RF =1- J 3 - 7 Step 7: Calculate single outdoor opening as if all combustion air Is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: __:Ja,2QQ Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per In' CAOA = p 7 U (S /3000 Btu/hr Perin'= in3 Step 9: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 13.33 x . an 7 j, In' Step 9: Calculate Combustion Air Opening Diameter (CAOD) 4i~~4 CAOD =1.13 multiplied by the square root of Minimum CAOA CAOD =1.13 V Minimum CAOA er go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Fallow procedures in Section G304. Page 5 of 6 " Wf Ig1t50'` Project Summary Job: 4013 Date: August 30, 2012 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-445.4692 Fax: 952.445.7487 Email: SALES@ELANDERMECHANICAL.COM For: ~(ncio W'ar-~CrrS~ `,icjC Notes: ~urrJ J/Otot~t`. • • • Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions / Summer Design Conditions / Outside db -15 °F✓ Outside db 88 OFv Inside db 70 OF Inside db 75 OF Design TD 85 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 26 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 60323 Btuh Structure 27409 Btuh Ducts 1646 Btuh Ducts 513 Btuh Central vent (100 cfm) 9071 Btuh Central vent (100 cfm) 1377 Btuh Humidification 12176 Btuh Blower 1024 Btuh Piping Btuh Equipment load 83216 Btu Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30322 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 4049 Btuh Ducts 99 Btuh Heatingg Cooing Central vent 100 cfm 1722 Btuh Area (W) 4770 4770 Equipment latent load) 5870 Btuh Volume (ft3) 30364 30364 Air changes/hour 0.35 0.35 Equipment total load 36192, B Equiv. AVF (cfm) 177 177 Req. total capacity at 0.70 SHR on Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox - Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH110P48C * Cond 13ACX-042-230'12 GAMA ID 4119048 Coil C33-43'++TDR ARI ref no. 3661202 Efficiency/ 93 AFUE Efficiency 10.9 EER, 13 SEER Heating input 110000 Btuh Sensible cooling 29050 Btuh Heating output 104000 Btuh Latent coaling 12450 Btuh Temperature rise 70 OF Total cooling 41500 Btuh Actual air flow 1383 cfm Actual air flow 1383 cfm Air flow factor 0.022 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Bold/ltelic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -Pk- wrigt~YSOf t Right-Suite® Universal 8.0.04 RSU13410 2012-Sep-14 13:10!35 ACCA ...Thomas H. Elander0esktop\Wrightsoft Heat LosslLennar 4013.rup Calc - MJ8 Front Door faces: Page 1 Job: 4013 9htsoftx Component Constructions Date: August Wri30, 2012 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952.445.4692 Fax: 952-445-7467 Email: SALES@ELANDERMECHANICAL.COM • • • e For: D- • e e e Location: Indoor: Heating Cooling Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 13 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 54.5 26.1 Dry bulb (°F) -15 88 Infiltration: Daily range (OF) - 19 ( M } Method Simplified Wet bulb - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft= BkjMt--*F Its-'F/Stuh ehdillt- Btuh Btuhllt= Btuh Walls 12F-osw: Frm wall, vnl e , r-21 av ins, 1/2" gypsum board int Irish, n 872 0.065 21.0 5.52 4818 0.89 774 2"x6" wood frm a 579 0.065 21.0 5.52 3200 0.89 514 IS 786 0.065 21.0 5.52 4342 0.89 697 w 825 0.065 21.0 5.52 4559 0.89 732 all 3062 0.065 21.0 5.52 16919 0.89 2717 10sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, n 384 0.050 10.0 4.25 1632 0 0 r-10 ns, 8" thk a 336 0.050 10.0 4.25 1428 0 0 s 448 0.050 10.0 4.25 1904 0 0 all 1070 0.050 10.0 3.99 4274 0 0 Partitions (none) Windows 61 A: VINYL Insulated Glass Double Hung; NFRC rated n 35 0.290 0 24.6 863 9.21 322 (SHGC=0.29) s 61 0.290 0 24.6 1504 17.2 1051 w 225 0.290 0 24.6 5542 30.8 6923 w 75 0.290 0 24.6 1849 30.8 2309 all 396 0.290 0 24.6 9757 26.8 10605 61A: VINYL Insulated Glass Double Hung; NFRC rated a 93 0.290 0 24.6 2286 28.0 2596 (SHGC=0.26) S 17 0.290 0 24.6 421 15.8 270 all 110 0.290 0 24.6 2707 26.1 2867 61A: VINYL Insulated Glass Double Hung; NFRC rated w 23 0.290 0 24.7 562 31.7 723 (SHGC=0.30) 60-0 _rS_ 11 JO: Door, mill fbrgl type n 21 0.600 6.3 51.0 1071 14.9 313 e 42 0.600 6.3 51.0 2142 14.9 626 all 63 0.600 6.3 51.0 3213 14.9 939 Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof mat r-44 it ins, 1846 0.022 44.0 1.87 3452 0.84 1557 5/8' gypsum board int fnsh -Fk- wrightsoft•, Right-Suite® Universal 8.0.04 RSUIS410 2012-Sep-1413;10:35 GCA ...Thomas H. ElandeADeskloplWrightsoft Heat Loss\Lennar 4013.no Calc = MJS Front Door faces: Page 1 Floors 20P-38c: Fir floor, frm flr, 12° thkns, carpet flr fns r 5 ext Ins, r-38 274 0.030 38.0 2.55 699 0.25 69 cav ins, gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1572 0.020 0 1.70 2672 0 0 4. - -PJ4- wrightsoft- Right-Suite® Universal 8.0.04 RSU13410 2012-Sep-14 13:10:35 .4C~ ...Thomas H. ElandeAlIesktopftightsolt Heat Loss\Lennsr 4013.rup Calc = MJ8 Front Door faces: Page 2 Q 07 N U) r N C N~ r 41 .R , V is FW- LL t6 ! N 2 LL Q y+. 0 ~ (D 0 ~ r N r r r r r M r N ~ r c+7 r r N r r c- r V cR. > C O y ~►'a~ w - OQ aaa i o a. 13 L5 D 5 i rz- o > ¢ ¢ :to CL in p > w° m O w cu m Q ¢ O O a❑ z m< m m n co z u m m « s~ S ❑ m z z 0 0 ~ 2 pwp o p 6. ' W r rn n o v o J X C x x A ti o N co ttRR N co X O x N N N N N N O W a} X X L::"i0 J 1' N Q tD 'v' V (D cfi h h- h !n CO v N -Q "t U` Q' Z X X X N X co x x X X X X X X X X X V o s! A O a M M M N tlh' M U r N h N h Q co h 't N N R h M N co F- w W U U ° x z z z z z z w w w w w w w w w w w w w w w w LU o C~ F- ! 0 w LU 0 0 0 0 0 0 O O O O O Q O O O Z O 0 0 0 0 0 q N© m z z z z z z z z z z z z z z z z z z z z z z z sy~ ~ O 's N a tiY J N ¢ (7 . to Gj w 'D Z LOO Y c W e v w U 0. o F-- Q W U n ff' N c Eq g J O C N h W w N a ❑ cn wox a Z'uC/3i U) u7 d ii a m a a o N 0 g to co N 0 m w co N . F- w F- C6 !A C!) y N~ V U W t z to m 7 N O U U M l1 ' U U a U C/3 O w m tq W M F- to m F U F LLJ a z z °a ¢ M M C ~ it m a E/) (m7 CL C) co ¢ C7 ¢ O w O o t~ ¢ F- F- U v 1- U F- a W a O O J M O CO co to !A (o w w co M ¢ O F- ¢ LU m .I r~ J C7 FV- U U` -1 0 U' U C9 U' C7 C? U' FO-- Q o l11 a. } ❑ ? z w a w cn F, IK _z W IX rz W 0: jr of a co w z i fl t~ zz W V O co ¢ 4 Q Q¢¢¢C9 - Q a H j ti. CD Lj U) CO _j W Z ~ C z Q z ¢ z z LI ¢ C7 U` C7 U' U U' C7 C7 C~ f7 ¢ -j d' z w LU m f2 C7 c7 w O N s r= x i x z i p z o¢ t9 qzi LL CO 25 L< z g z z z z z z z z z z x z x z W Q ' Z z 2 z O N O m O cn w m cn us m m cn N u_ 0 u. U. co m o Na o a o o X a # ❑ a. # N N N N N N N N N N N N or~ (D N ry Q I" Q Q = is 3~ it k ~c ak # # Q, ~k k ~k LO -,z r Z M I Z Z N N N N N O O O O O O C3 O O q O 'O i " W (o -i W Z O 2 O 2 T 2 O O x 2 2 Z N N N N N N N r N ' _f r Q J N co N Cl) N N co N m UJ to tq to f~ 0 U) 0) O N N Cn N not T ar O ~ ! O -m mm ' O 0 N LL N IL r r r f0 UOl a+ N 3. a o o O d d r i r r T N u N J!~ - CL ` V D N N t^y W` O O O O v O O O O X X X X X X tc) O cp to t~ +t CD iD tb cD an V K1 N to . O T! O 3 N _C , M cc M o O O 03 O O O O O XX O N X G C V Q U a. Q) f!1 C ~ M to c0 C7 t~ t~ M M (3 c7 c`3 M N colt m V C~J N M LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION 107z-`-1% PROPERTY LEGAL: 1811 00-k s d x,914 aid Add. DATE OF SURVEY: 3 Z LATEST REVISION: a~ c ca U o z a DOCUMENT STANDARDS "g ❑ ❑ • Registered Land Surveyor signature and company .0 ❑ ❑ • Building Permit Applicant ❑ ❑ • Legal description ❑ ❑ • Address 0 0 • North arrow and scale ❑ ❑ • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ 0 • Directional drainage arrows with slope/gradient % ❑ ❑ • Proposed/existing sewer and water services & invert elevation ❑ 0 • Street name ❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ ❑ • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners /ef 0 0 * Top of curb at the driveway and property line extensions ~j ❑ ❑ • Elevations of any existing adjacent homes ~g ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ lo' ❑ • Waterways (pond, stream, etc.) Proposed 0 ❑ • Garage floor ❑ ❑ • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) ❑ ❑ • Property corners 0 ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ • Easement line ❑ ❑ • NWL 0 ja 0 • HWL ❑ jd 0 • Pond # designation ❑ X 0 • Emergency Overflow Elevation ❑ ,0 ❑ • Pond/Wetland buffer delineation y C9 • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings & dimensions f~ ❑ ❑ • 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) ❑ 0 • Show all easements of record and any City utilities within those easements I-ff" 0 ❑ • Setbacks of proposed structure and s' yard setback of adjacent existing structures "E' 0 ❑ Retaining wall requirements: Reviewed By: Date GJFORMS/Building Permit Application Rev. 11-26-04 f~~ ~P18NEERengineering CIVI L 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: 3626 WOODCREST CIRCLE, EAGAN, MN LOT AREA =12459 SF BUYER: NORMAN MODEL: 4013 ELEVATION: C3 HOUSE AREA =2262 SF ' PORCH AREA =166 SF ++id SIDEWALK AREA =24 SF GRADED DRIVEWAY AREA =1012 SF+ COVERAGE = 27.8% ~\~G J BUILDING COVERAGE =18.2% /7 a r a HP BENCH MARK: I„o x \ TOP OF SPIKE 120.53 o co o ~p \ ELEV.=911.68 • „E ~go2,0) OI 900.6 \ .11\ . \ J p27 2 / 904.6 90 800-. \ ~ N7 $ L 61.6 ~ \ off. \ o ~g~1 7)i~. 10 I N 1 \ z9* 1013 0 / 47 32 Go I 14.0 r\ 910.z 'qw 0 10 I 910.7 *9 .5 I p 0 906.7 1 . I .a O d' 22.50 IF J I I - ~a1 - j d t ~•(O db 09.8 co ° 3 1 0 908.2 sr to / I .r \ 4p -1 N (~jr i 23 04.61 IQaI B .889 5 -J jm'~ ~l . 1000.9 Q Sp O 1 X IWrI I , 1 _ O 1 902 I O Z I 'I 0'4 1 N Q ; f C~j 1 ZmI 1C1 910.2 904.81107 wI C1 I VV \ I\ 5 / N 8 / ; W l'j 3 4 19oaA I w J V I , O so hk s 3 o 0,00 o i N ° W O I I /JRQ N O i N Vj 10.7- OO t` f I Q z : / ` i 2°) k 1 I r7 0 - I St 4 ^ Q -6. / 00 I O 11- ! 4. Op I I so 1 sos.o / 910.7 56.1 o s0a.8- 29. I --CIj O I I I 9 `n 01 N Q) O ` I 1 1 1 6p p~ O 903.4 X 90 1 Z v ~0~. 91QO~a w i~ Q I g I ' I BENCH MARK: 907 to I I TOP OF SPIKE (g0 s 1 910.7 79) N 101 ELEV.=907.93 rn 9113 910.3 56.1 0 rn (g69,0'~ ) rn 9\06.0 QD S7-/NG 16 1,C00) USE 0 EVVED SODDED E 577°1 - v 5'4 _ 2 " Y "UAN l:lNULNLW<JNU DEPT. ~ I ~5 BENCH MARK: TOP NUT HYDRANT LOTS 5-6 BLK 5 0 ELEV.=913.80 BUlL1'1 N Ct m , -'ACTIONS D I V I i00N NOTE: ADD FOUNDATION LEDGE AS REQUIRED NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 5/4/11 WAS USED LOWEST ALLOWABLE FLOOR ELEVATION :904.4 TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED) /ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL 905.7 LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. (913.7) / TOP OF FOUNDATION ELEV. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT 913.4 BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. @ DOOR 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. 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 8, BLOCK 5, 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 1 DAY OF ou ust, 2012. RE IsE : STAKE HOUSE SIGNED: /77R ENGINEERING, P.A. S 03 12 ST SCALE 1 INCH = 30 FEET BY: 7299 111195030 Peter J. Hawkinson License No. 42299 WWW,, M min inP PwNN H 1 00000000000-00-, on 9002-021I:apoD 6PL8 0 co co -I -I nnnn v r 0r fl,9 <.N w < w < nm nm u N r w t o 0 0 0 Ln O 0000 0 0 0 0 0 v vv"CS v UI In In In VI -h-h -h-h -h O8T/1 •01 ObZ/l :OIiVN "WO O A or • m n a 0< • VI 3 v 0 v aCC w n I- LO 3 I- 3 r r a n o rr . N + n utu N 3 0 0 0 I� i� 1 r• ID 0 In 3 w 0 0 8 O C a •• u1 3 h n II Ap z -i SO w 0 N IDN 'O 2' r+ �•w 0 Z in C 13 9 3 In -h • in -1 -I. N U DS Z - U 0 0 73- O C to WI 133 sh\ 30.01 3 a n -30. 3 0 oaw (D s 3..1 naort hm 3•m • a3 h rt 3- 0 S O 3 D ID w CL ID a -• w CO CO 8 (1 C w<3 ID 0 ID o w 3.0 30 SO h 3 an h h3 m Nw • = oa0 = r+ c h h 3 3 o a3 ID Ln n wits n C O -1 -3 as a• • 3 m h o 30 -h o CD v w n w s n CD nrraow w yAil \X3 CC11VHCOO �omvmwAwN n-1 rt oiovsz a• .D 0 NnJPor�O3T /J O 33rnmrrtci Irvivx A_._._._.__._II 4+232 _0,0, r,rwl r A r B l to t0,1> ��^rnHw SON =!1<13 N 101Oq r 4 r w'm OOm SD V,�U ovUUUVUU'yN"mO "°" n g"'� - ooff s' va AO oo y000000oMl1n " 3Y 2.PPPPPPPPPE TA my 3 - 000113' i £ 6oi :aweN qor Zo :dl ssnal 1< t t al5ti ay<:na:tut. Design Passed Building Code: IBC 2006 Member Report Label: TS2-31 Design Tag: 156371 3 pieces) of 1 3/4" x 11 7/8" TimberStrand® LSL Beam (1.55E) Member Type: Beam I Level: 2nd Floor Product is Sufficient for Application and Loads Described 1 .1, ., J, v v 9' 9" 5'1/2" 10'21/2" Design Methodology: ASD Member Cut Length: 10' 2 1/2" Member Drawing Not to Scale !Destan Results; 1Critical Reaction Shear 1 Moment lUve Load Deflection ;Total Load Deflection Design di1 Location Allowed Result i LPE 15571 Ib @ 9' 10 1/2" 1 20934 Ib (4 1/16") ; Passed - 74% 1.15 I 1.0 Dead + 1.0 Snow - (1) 7934 Ib © 11 7/8" 14817 Ib I Passed - 54% 1.15 1.0 Dead + 1.0 Snow - (1) 27519 Ib -fl 1 Passed - 93% 1 1.15 1.0 Dead + 1.0 Snow - (1) 0.24" @4' 6 9/16 i 0.33" U360 Passed L/493 i i 1 0 Dead + 1.0 Snow (1) 1.0 Dead+1.OSnow-(1) 25584 Ib -ft ia 3' 7 1/2" 0.40" © 4' 8 3/4" j 0.49" U240 Passed - U294 Design Notes; • Bracing (Lu): All compression edges (top and bottom) must be braced at 4-10-03 olc unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stabillly. Supports: Maximum Analysis Reactions Su000rt $16L1 End Source 124ild Floor Live 1 0" 0" BBO(147050) 3551 Ib 124 lb 2 9' 9" 10' 2 1/2" PB023(147094) 6808 Ib 1367 /-157 Ib Roof Uve Snow 5223 Ib 8876 Ib Loads: Maximum Load Magnitudes IY9.1 §tom End Source Dead Floor Live Roof Live Snow Self Weight 0" 10' 2 1/2" Self Weight 19 Ib/ft Uniform -0" 9' 9" User Load 200 lb/ft 350 lb/ft Uniform 0" 9' 9" FC8 Floor Decking 6 lb/ft 24 lb/ft Uniform 2 1/2" 9' 9" 5173(147463) 81 lb/ft - Uniform 2 1/2" 3' 6" 5173(147463) 148 Ib/tt 259 Ib/ft Uniform 3' 8" 3' 9" 5173(147483) 74 lb/ft 130 Ib/ft Uniform 3' 9" 9' 9" 5173(147463) 23 lb/ft 41 Ib/ft Uniform 9' 9" 10' 2 1/2" FC8 Floor Decking 5 Ib/ft 20 lb/ft Point 3' 7 1/2" - 5173(147483) 25091b - 4228 Ib Point 3' 9" E173(147463) 92 Ib - 180 Ib Point 9' 9" FC8 Floor Decking 1 ib 4 Ib Point 9' 11 114" BB01-3(147109) 4098 Ib 1238 / -157 lb 5187 Ib Point 9' 11 3/4" E172(147458) 351b - - Connector Information: Nailing Requirements Zugggli Manufacturer Model lop Face Member Min. Seat Lenoth Other information 1 Not Spedfied THDH610 Not Applicable Not Applicable Not Applicable 2 1/8" Backer Block(s): Not Required Filler. Not Required File Name: 4013 A-E SR -183657 Javelin® Software 4.4.0.445 LENNAR - MN 12/28/2012 9:27:20 AM Page 1 of 2 A V ra,rt.: Pr Yr+r Sr,r r. tiv . Design Passed Member Report Label: TS2-3 f Design Tag: 156371 3 piece(s) of 1 314" x 11 718" TlmberStrand® LSL Beam (1.55E) Member Type: Beam 1 Level: 2nd Floor Product is Sufficient for Application and Loads Described Minimum seat length reported is based on the design load User Dented Hanger - Not Designed Web Stiffeners: Not Required Errors. Warnings. & Notes: • The dead loads used In the design of this member were applied 10 the structure as projected dead bads. • The member graphic, dimensions, and locations shown on this report are based on the centerline of the member. • Analysts 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 Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for Installation details. (woodbywy.com) 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, builder or framer Is responsible to assure that this calculation is compatible with the overall project. The product application, input design bads, dimensions and support Information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. • SUSTAINABLE FORESTRY INITIATIVE File Name: 4013 A-E SR -183657 Javelins Software 4.4.0.445 LENNAR - MN 12/28/2012 9:27:20 AM Page 2 of 2 M a Truss ID: B U ce U Z_ N 0 0 R Z ^0 YY••OOOONNNNNNwwNNer4 JOONOelermNmp®OOaaia .e.N.ee:.p•.$i+ib'wiuw$a$$$Ng assass "r ASI aaaaaStx:a as #;...i .z" i �r .. reYyi- WWWrOOOOeOO...........A=24 ------ 11/.4 NNNNN pi$ , . mwmw•w•weweemwee••Ab.irmOOO•iR1E41.1:01] p.'4A442:Aztranimiii MESH 1 ell a ll /s.No$O liggigg$iiiiiie °WaW•pN'>OCrrwN°.�- « Y N$w$ JJ.. 9(.9(.54�03.Lr.�j1y mf{r»�.ir�ii...O�caaOOO u»c. caac»i�{s�c>r uY cua is GUl co ca cid .y q 4.5;41,140 . F F. MrfiummuYNrmrl n .I,FFFNY s.tacc 3 A, r myy fr�f�i:L.41:;.! ' 1 ki!" a in Win! ir�41 41 .illEE 4" 17.11'1': . � •!P«s•.� !Y 4Y111¢'CnC r s5 as x"1$ 11 €1I1s' :a•e!a.3s41smI! A-1-4iw IggA"5o33eY: "41314$ g3 3 eit.=3l'i 10E 00+ gat 05 t : v NN±1.+Y21.6p ^+� iy+�YnL +h Yp NpN+ • 'Y"YEb2 +4.4.4 AL1+:E.•. i:0 xnn w++Mier•+ Y Y h+ qe':G N +g4EI'I 1iys s3s r 5+ i...n ••e }}iai��.a� • Y 'MiV +i "VI YiMi.1 9+L. ++ EBSa+ ro PNMO a Il ..z 3 $s„amu gs=ss$:„aa "CUSSMssIz,. : i::::::::: i:: Y:i�� g!1!! 1a1 I i i a V:1: 1'„& :aaaaaaaaa ;O\::::i s : i Np �j �Sj �• v ONd �N1_"N $.S,}.ON 1 EL nN = i $ "112.0 '! O $ « N .•NOr N Ria.c F1 _NWlNOMrp mw ■ N NlNN•OMwppe NplNOwrp i..n$ b Y a i a AM QV51 WVWI � a mm a» •M Id! 161 0 6 01 6 0 rn CO a S 00 cos 0 oN ONO WD 6 N O ASA NSM O n •\ N x �aii a csi O lia 1 0 r m r� 1- 0 ti M •” 4 0 CO m CD a 2 °0 aw 44 .1 ,. $. * 8,1 "0 442.2• M •• V ..SN C Y • WO O DEFL RATIO: L/360 TC: L/300 zazx ggum 3 0 Truss ID: C w tis L .dii w .Ni: o0 TA £"r°^r r ! run 7i `ii is.m ill dryyr Ya }:� si: ;NNcN �` .r 11.1i �A s ee nMnn li z --yx� 13 3'1::E4 snit••. :i a :`Iw "J'Iffsf 11;1r =.n 5 Yku y"y . 4::5se yea {Yy. els?�isr i gp . a w.rth IIi!I1vili i1C : hailsal' V D': tlirl '..0 d� 110 (�• E.+ N N iE 9� t=17.3. It" NVa M 56 �q Z"ee 44 IC (0 a t?�aa3x xg M t 1!^�7�Eii� Z� i •s" •; 1.! tll o4o1 M N• y O Ye • 4 t0 w G• ANI 4 S 3 01411 12..i1J°M II 0 01 0 0 .A OO A CV aii.�w4. 3 i.�i Vx $$�`pVi O X lai el .t N L 9 O Y1,e4 toZa wA i Ai Ce 0111 e Y4�.OA .4.4.01.:f11 2 w i o t��1,M � {c," N C:��i°iS aA 4 ■S B yaw. • 0 0 " C wi K i1.3'` l; ewyy Y TA a 4A�`p"p"�a v k ! 3 7.A O GLG If O 7 A� N Z4 Ili i"; m: w `L v°, t ." 4 V m P. 3 a >! I N llhIt te00 V w Ayy® i� a e6 aa^G s00O i YY X i',,- MY n /10j - eti O 4 U Y YaR x O (y a" Y�t :IV. Y ; it `D a CAA 0 icr 0 .0 + TCCA . Et MR: F .5 .D CO M 4 DEFL RATIO: L/240 TC: 1/180 c'Ln Mrst � J a N REQUIRED (D N V 0 U S 2 P. 2 k 141.1677,0 8 E y m o m� c a m_ zr'S• aav $ E PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA109449 Date Issued:03/12/2013 Permit Category:ePermit Site Address: 3626 Woodcrest Cir Lot:8 Block: 5 Addition: Stonehaven 2nd PID:10-72701-05-080 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Charles Sundean 8201 Old Central Ave Spring Lake Park, MN 55432 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 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink For Office Use t~ n Permit4q Cit of Ea~d o Y ' ~ Permit Fee: ~ 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (661)676-5675 I I Fax: (651) 675-5694 1 staff: I - - - - 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 5-1111.3 Site Address: ~QpeiC "4 C yr Unit Name: Phone: Resident/ Owner Address / City / Zip: Applicant is: Owner Contractor r Type of Work Description of work: L /,J 00 Construction Cost: Multi-Family Building: (Yes / No ) Company: 4e X) Contact: X.~ Contractor Address: 1630s' - 36~~ P\& 1N. .StA City: State: NV1 Zip: _ y Phone: b 1 D --q qo l17J License N/_3 /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: 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 they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.ora 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 Bull g od must co Is d thin 180 x days of it ►a Issuance. ~ OA W / Cc I ~f tl x Applicant's Printe Name Applicant's S nature Page 1 of 3 DO NOT WRITE BELOW THIS LINE 110g-7 8 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 PCA handout to applicant DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100%4) 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 RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 PISNEERengineefing 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: 3626 WOODCREST CIRCLE, EAGAN, MN LOT AREA =12459 SF BUYER: NORMAN MODEL: 4013 ELEVATION: C3 HOUSE AREA =2262 SF PORCH AREA =166 SF SIDEWALK AREA =24 SF GRADED DRIVEWAY AREA =1012 SF COVERAGE = 27.8% S BUILDING COVERAGE =18.2% ~7 HP BENCH MARK: I-,o X \ TOP OF SPIKE 20.53 co S0 ELEV.=911.68 1 Cgp2,0) OI 900.6 9o I 2~ 904.6 goo: 7 $o 61 62 cs~ \ j Ng11,7) 905.3 - I10 6~p oo q7 32.E Co SN 14.0 O v~ I l LIJ 1 910.2 QN JI r 1 Q I 910.7 '4903. Q I N 1 ^ O d' I j 22.50 O 906.7 I O IQ D! I t_ r- C~ 1 I ~O 3 -mil O ~aai . 909.9 I co a v/ o 908.2 -1 N~41/ i owl 8 .889 5 -J 50 oa.6i / X z w I _ 4z: I/ 2.00 2,3 0 902.61 O W < Lli 0.4 I N Q 1 ~c~j o w I _ 910. / N 10.7 , O 0 ~ 904.8 ~S I C z yy V la\ 9 ~S / 83~ ! 4.904.429.41-- LtJ O N I 3 909.3 910. N`~ C) ~ ~03 Ll- 1 I S4! A• N c o of Qi o.7 o o o f u~ i M V, 1R6~ ♦ `rn~ Q N6 0p 110-1 j. 1 2;~ O/ X910.7 56.77 OO0 d II 9o 909.4 _ o/ N O e I l i 9 O~ 60. 06 XC\j i ° v o°j 9~~a i~ 903.4 0-~ Z 0.0 I II BENCH MARK: 907 TOP OF SPIKE (907.9) 1101 ELEV.=907.93 910.7 56.17 911.3 910.3 J I O ~ I ^ 901 .7 10-1 (901.7 I asa: ass M ^ 906.0 O^i I xp~NG HSE ui I°~ I SODDED I i S77015s42„ Y E v I 153~~' I 27 j ff0(- I BENCH MARK: TOP NUT HYDRANT LOTS 5-6 BLK 5 l v` I r ELEV.=913.80 I NOTE: ADD FOUNDATION LEDGE AS REQUIRED LOWEST ALLOWABLE FLOOR ELEVATION :904.4 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 :(905.7) LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. 913.7 / TOP OF FOUNDATION ELEV.. NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT 913.4 BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. @ DOOR 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. 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 8, BLOCK 5, 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 1 DAY OF au ust, 2012. REVISED: NOTE: 8/03/12 STAKE HOUSE SIGNED: P NEER ENGINEERING, P.A. SCALE 1 INCH = 30 FEET 4/23/13 ADD DECK BY: 7299 111195030 Peter J. Hawkinson License No. 42299 City of Evan Address: 3626 Woodcrest Cir Zip: 55123 Permit 107249 The following items were / were not completed at the Final Inspection on: Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage V/ Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope ✓ y~ r-ra t-- Sod / Seeded Lawn Trail / Curb Damage,, y , Porch Lower Level Finish ho Deck 0 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: Uke, 44,ct, i GABuilding InspectionsTORMS\Checklists MN WATS TELEPHONE 1-800-524-9990 715-924-4867 WI WATS ,� FAX 1-800-472-6510 •715-924-2585 � ' AUTOMATE� BUILDING COMPONENTS, INC. , COMPONENTPLANT Lennar House Inspection August 13, 2014 362fi Woodcrest Circle ', Eagan MN ', '� Mike lind with Lennar, Tom Mikl a with Cit of �a an, Buildin I� Y Y g g Inspector and I did a visual inspec#ion of a house at fihe above address #or a hump in an upper bedroom floor. tt was determined that the subfloor was spliced and also the carpet was seamed in that area. The house has no signs of excessive structure movement or deflections. The roof trusses appear to be structurally sound and up to all state building codes. Sincerely, � . �� David Danielson ABC Truss Company 1111 STN STREET • CHETEK,WISCONSIN 54728 r ,,, „„, ,,,, E AG A NFor Office Use 04) „. $ Permit#: /Otr41 , tv, _, .. �7:® %� Permit Fee: ti. -7` g 3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 EVE ,VE Date Received: (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: **P4- buildinginspectionscxcityofeagan.com APR 2 ? 2020 J 2020 RESIDENTIAL BUI - - APPLICATION Date: 02/21/2020 Site Address: 3626 Woodcrest Circle Eagan, MN 55123 Unit#: Name: James Norman Phone: 6124698988 Resident/ 1 3626 Woodcrest Circle Eagan, MN 55123 Owner Address/City/Zip: , ACi i Applicant is: Owner Contractor x Type of Work Description of work: Finish Basement t Construction Cost: 25000 Multi-Family Building: (Yes /No ✓ ) Company: Contact: i Contractor Address: City: • State: Zip: Phone: Email: I License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: k Yes, new build in 2012 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? c Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression 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-•ublic if ou provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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. 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.gopherstatennecali.oro 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 0,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. xJames Norman x ; € ' Applicant's Printed Name Applicant's' ignature S‘ C Woodc12-(-- -f C I - /b/3D-S- 1 SUB TYPES Foundation _ Fireplace Porch (3-Season) _ Exterior Alteration(Single Family) Single Family __ Garage _ Porch (4-Season) Exterior Alteration (Multi) — Multi Deck _ Porch(Screen/Gazebo/Pergola) ! Miscellaneous _ 01 of_Plex 1 Lower Level — Pool Accessory Building WORK TYPES New Y 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 2.7f 4100 Valuation d,!- -4-4 Occupancy Q I MCES System Plan Review Code Edition (QC 2.02..e, SAC Units (25%_ 100% ) Zoning 90 City Water Census Code Stories Booster Pump #of Units Square Feet , ( Z_6 PRV #of Buildings Length Fire Suppression Required Type of Construction S (• Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings(Addition) K Final/No C.O. Required Foundation Foundation Before Backfill IV HVAC Service Test Gas Line Air Test Hood Roof: Ice &Water Final Pool:_Footings _Air/Gas Tests _Final X Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In Air Test Final Siding: Stucco Lath Stone Lath Brick—EFIS r Insulation Windows Sheathing Retaining Wall:—Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In Final Braced Walls Erosion Control t Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3 P ,c_ a z ;m, E AG A N Permit#: � / / Umm.. �owP Permit Fee: Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: buildinginsnections(a`fcityefeanan.com 2020 RESIDENTIAL PLUMBING PERMIT APPLICATION Site Address: 3626 Woodcrest Circle Eagan, M N 55123 Date: 2/21/2020 Tenant: James Norman _ Suite#: Name: James Norman �� � ��� ��Phone: 6124698988 Resident/Owner q Address/City/Zip• 3626 Woodcrest Circle Eagan, MN 55123 ; Name: License#: . Address: City: Contractor State: Zip: Phone: i Contact: Email: Type of Work ✓ New Replacement Repair Rebuild Modify Space Work in R.O.W. Description of work: Finish Basement / Bathroom Tankless Water Heater Lawn Irrigation( RPZ/_PVB) Standard Water Heater Add Plumbing Fixtures( Main/ ✓ Lower Level) Description Water Softener Description: Shower, Toilet Septic System New Abandonment Connection to City Water from Well RESIDENTIAL FEES $60.00 Water Heater, Water Softener, or Water Heater and Softener(includes State Surcharge) ; • $60.00 Lawn Irrigation (includes State Surcharge) $60.00 New fixtures, adding or removing piping (includes State Surcharge) $60.00 Septic System Abandonment $100.00 New Residential (fee collected with Building Permit) $115.00 New Septic System (includes County fee and State Surcharge) . $60.00 Connecting to City Water from Well*` +$290 for Meter and $200 for Radio Read =$550 *Sewer&Water Permit also required for connection charges TOTAL FEES $ , 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.ora You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at vww.citvofeagan.com/subscribe. 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 o • is not to start withou a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approv=I of•lans. • xJames Norman ..-"_411KX \. ,� , Applicant's Printed Name Appli n Signature --- page 1 of 2