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988 Monarch Tr Use BLUE or BLACK Ink For Office Use City of Ev~ Permit o a ~t I Permit Fee: (J "i T I 3830 Pilot Knob Road I Eagan MN 55122, Date Received: 7 Phone: (651) 675-5675 Fax: (651) 675-5694y 1 1013 1 Staff: 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: .511 7/ 3 Site Address: q go /f/(D(~l~LYC~1 yra r Unit Name: _ LeAhrAQ✓ t~pyp, Phone: ,52- 2Y?- X6 Resident/ Owner Address /City /Zip: Av . Al ~ om _LI/j~t/ SSyf1( Applicant is: Owner V/ Contractor Z - Z 6-6 . hA ✓I~ jr~ ~ Type of Work Description of work: i'+t~ ~ot.t,S'i~-v'uL4►'i n~ ' ~zt f{S Ir'C~ Construction Cost: /C!v v v Multi-Family Building: (Yes No x ) Company: L.W ki-a l ot'P • Contact: MA7'~- l~(eN~ju!'t~l Contractor Address: 1J7 ~V(iHI~ PA4 City_ 5ex14*1 State: Mk Ziip: rJ612.3 Phone: 12 - f179 77?(o License `7 l3 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 asiimilar plan based on a m-a7stter plan? 1,, yh-~ ~s _No If yes, date and address of master plan: 35I, 53 f,-a'' V54 `Licensed Plumber: Ehtvidev MSG / ~lKN~1 bt~'IQ Phone: 952- yy$5- a.92 ~r u r Mechanical Contractor: Phone: Sewer & Water Contractor: rkQ Phone: GS! ' 2ft'o -l 3/ 2 NOTE: Plans and supporting docu ents 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.gonherstateonecall.om 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. x Avf *w*nd x Applicant's Printed Name Applicant's Signature Page 1 of 3 GM aYv-Y DO NOT WRITE BELOW THIS LINE + C~(~ 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 lA,D Occupancy MCES System Plan Rev' Code Edition ez7 SAC Units (25% 100%___) Zoning PI) City Water Census Code l DJ Stories Booster Pump yo # of Units Square Feet lo la PRV # of Buildings / Length yg Fire Sprinklers ~d Type of Construction ~ Width :iD B, I 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: 7 Roof: Ice & Water Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath Stone Lath -Brick Fireplace:Rough In Air Test ki-F Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector 02 bl ,2 RESIDENTIAL FEES UA/ ev L "?,2 16 Base Fee Surcharge L, f.. LJ7fo W Q qO ~ *T ~ 9 y~ Plan Review r~ 2g MCES 9 citysacc LY1 Utility Connection Charge s/JN/~J 660063r S&W Permit & Surcharge a~ Treatment Plant fgeo pa&C / j 8`~J `y y~ ? J t O Copies d TOTAL Page 2 of 3 New Construction Energy Code Compliance Certificate Per N 1101.8 Building Certificate- A building certificate shall be posted in a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N 1101.8. afai0ng Address of the Dwelling or Dneaing Unit City 988 MONARCH TRAIL EAGAN Name of Residenlisl Contractor TIN License Number THERMAL ENVELOPE Type: Check All That Apply X Passive (No Fan) 0 u Active (FY11h fan hod monomeler or other system nionilor iirg device) . C n 0 a Q m cc u Uv c j O vi vi O G Insulation Location a .9 z _S 2 u o - CJ O ~a W ~ ry ~ y Er q :O :O . z Est-. w w° w° i+2 i~ Other Please Describe Here Bclmv Entire Slab X: Foundation Wall 10 INTERIOR Perimeter of Slab oil Grade.: X. Rim Joist (Foundation) 10 INTERIOR Rim Joist (t'r Flofir+) 10 INTERIOR wall 21 Ceiling, at 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 door) U: 0.28 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 X R-value R-8 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Nature[ Gas Natural Gas Electric Passive - Manufacturer Lennox AO Smith Lennox Powered Interlocked with exhaust device. Model ML19SUH090P360 GPVH50N 13ACX-036.230 Describe: input in 88,000 Capacity in Output in 3 Other, describe: Rating or Size BTUS: Gallons: Tons: Heat Loss:: Heat Gain Location of duct or system: Structure's Calculated 59,439.`.. 23,165 AFUE or SEER: 13 HSPF'% 93 Calculated 27,082 Efficiency coolin o load: Cfin's PLAN 4010 " found duct OR Mechanical Ventilation System metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two fumaces or air Combustion Air Select a Tyre source heat pump with gas back-up furnace): Not required per mech. code Select Type X Passive - Heat Recover Ventilator (HRV) Capacity in cfins: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfins: Low: High: Location of duct or system: X Continuous exhausting fan(s) rated capacity in cfins: 2 continous fans c low TOTAL 90CFMS Mechanical Room Location of fan(s), describe: Owners bath, Main Bath Cftn's Capacity continuous ventilation rate in cfms: 90 Insulated Flex Total ventilation (intermittent + continuous) rate in cfins: 465 " metal duct Created by BAM version 052009 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: 'OU Plan Reviewed: p/p L 7- Peaked roof with manufactured trusses 24" O.C. q~ IrI0~1/ffk'G'N T~A~L Roof vents Shingles 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: 8 9c 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 Submittal Form For New Dwellings These blank submittal forms and instructions are available at the City 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: 40 Site address / Contractor /S - tot 3 / l Completed r Yf~ar)i .a / C. By J _ Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area Including Basement -finished or unfinished) Total required ventilation Q Number of bedrooms Continuous ventilation 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 cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in Total/ Total/ Total/ Total/ Total/ Total/ sq ft)continuous continuous continuous continuous continuous continuous 100Q-1500. 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000.. 70/40 85/43 100/50 115/58 130/65 145/73 2001-2soo 80/40 95/48 110/55 125/63 140/70 155/78 2501=3000:. 90/45 105/53 120/60 135/68 150/75 16.5/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3561-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001=4500; 120/60 135/68 150/75 165/83 180/90 195/98 4504,-5000. 130/65 145/73 160/80 175/88 190/95 205/103 5001=5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space) + (15 x (number of bedrooms + 1)) = Total ventilation rate (cfm)_. Total ventilation - The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or. both, for defrost or other equipment cycling. Continuous Ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. GASAFETYUMVent-makeup-comb air submittal (2).docx Pagel of 6 Section 8 Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov- Exhaust only p ® a/ ?'ors fo+.J ery Ventilator)-- cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm lation rating by more than 100%. k"4,1 go"A" Low cfm: I I High cfm: Continuous fan rating in cfm (capacity must not exceed go continuous ventilation rating by more than 100%) c-f 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 fm airflow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that Is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous intermittent uYF.- ~t~. /.l o 4~{'t~ For- QW J / 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 10096 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) 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. -T- 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 501.3.2) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type (round, rectangular, flex or rigid) (NR means not required) Page 2 of 6 Directions - In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new Installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see 1114C501.3.3. 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 1MC501.3.1.3. 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 tlon appliances appliances appliances Column C Column D Column A Column B 1. _ a) pressure factor 0.15 0.09 0.06 0.03 cfm/sf) b) conditioned floor area (sf) (including unfinished basements) S7 cj ti ated House infiltration (cfm): fla x 7U 2. Exhaust Capacity 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) 90% of largest exhaust rating (cfm); Kitchen hood typically X ' P (not applicable If recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% 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); f r [2a+2b+2c+2d] `f({37 3. Makeup A] r Quantity (cfm) a) total exhaust capacity (from above) b) estimated house Infiltration (from 7~~ above) Makeup Air Quantity (cfm); [3a-3b] 1U (if value is negative, no makeup air is needed) Z 4. For makeup Air Opening sizing, refer N 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.) B. Use this column if there is one fan-assisted appliance per venting system, (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there Is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or If there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 of 6 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 pliance or one solid fuel pliances or solid fuel ameter tion appliances vent appliances appliance appliances Column A Column a Column C Column 0 Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42 - 66 29-46 18 - 28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164 - 232 101-143 70 - 99 43 - 61 7 Passive opening 233 - 317 144-195 100-135 62 - 83 8 Passive opening 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. 0. 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 T&' ex Other, describe: Explanation - if no atmospheric or power vented appliances are installed, check the appropriate box, not required. l fa power vented or atmospherically vented appliance installed, use lFGCAppendix E, Worksheet E-1 (see below). Please entersize and type. Combos= 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 Cade 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 X Direct Vent Input: Btu/hr or Power Vent Water Heater: _ Draft Hood X Fan Assisted _ Direct Vent Input: 5rn,-)Q gtu/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: I'M) 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 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENTAPPLIANCES) 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: ft3 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 APPLI CES) Total Btu/hr input of all fan-assisted and power vent appliances input: )D UD Btu/hr Use Fan-Assisted Appliances column In Table E-1 to find RVFA: 3l 7f6 ft3 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 RVNDA: fts Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA+ RVNDA TRV = + = 3~ 5 TRV ft' If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Ste 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= 1 $rV / 3 Step 6: Calculate Reduction Factor (RF). RF=Iminus Ratio RF=1- . S - 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: SOIOUJ Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per In' CAOA = ~~b o0 d / 3000 Stu/hr er in= = 'G. (07 in3 Step 8: Calculate Minimum CAOA. S e Minimum CAOA = CACA multiplied by RF Minimum CAOA = 1(o • V7 x 1105V _ ~..3 y inz Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD =1.13 multiplied by thesquare root of Minimum CAOA CAOD =1.13 V Minimum CAOA in. diameter go up one inch in size if using flex dud 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Page 5of6 m C'4 ry) CC) CO U LO W E C-6" C) z ! w Q ! E` e, 'a) Z' :M i N r [7 r r M r r Cry r r N r r z C O p N N ;CJ m d Cl p 000 O5r } N Cd°` O a n. a c~ o s u a z LO C3 Z 0 0- cL. 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LL Z Z m o 0 0 0 o q 0 0 0 0 F' 0 0 0 0 N N N N N M N N N CC) QM° Q p p z Z O ; Z N N N c0 N N N CV Z Cl) Z i ' Q~j t Cq N N N N N N N d N M' N N N N r' w co d. J ; O a Q. r Y gg~~ 0 _ N p o y' N LL U. U- r w N M L- CQ In (V 0- 2 s` 0 c x x ski x x X x x x x Z3 GI' . C. ? C_ ' g QQ QQ Qg v o QQ ao pp. rn `t o t~' c7i M M e'f. U► M N N N M Lq NC-3 Project Summary Job: 4010Sinclairll wrightsoft= Date: December 17, 2012 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE. SHAKOPEE, MN 55379 Phone: 9524454692 Fax. 952-445-7467 Email: SALES@ELANDERMECHANICAL.COM Project Information For: /nol`1c-rc~ Notes: ! U,11vAG - 911, oeo " 5_ y -rf %V Design Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions / Outside db -15 OF Outside db 88 °F Inside db 70 OF Inside db 75 °F 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 39443 Btuh Structure 21234 Btuh Ducts 1390 Btuh Ducts 378 Btuh Central vent (113 cfm) 10236 Btuh Central vent (113 cfm) 1553 Btuh Humidification 8371 Btuh Blower 0 Btuh Piping uh Equipment load 59439 Btu Use manufacturer's data y Rate/swing multiplier Infiltration Equipment sensible load 165 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 1868 Btuh Ducts 106 Btuh Heating Coolin Central vent (113 cfm) 1943 Btuh Area (ft2) 3798 379g 8 Equipment latent load 3917 Btuh Volume (ft') 23275 23275 Air changes/hour 0.13 0.07 Equipment total load 27082 Btuh Equiv. AVF (cfm) 50 27 Req, total capacity at 0.70 SHR Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX SERIES - RFC Model ML193UH090P36C * Cond 13ACX-036-230*15 AHRI ref 4119046 Coil C33-43* AHRI ref 4634125 Efficiency 93AFUE Efficiency 11.0 EER, 13 Heating input 88000 MBtuh Sensible cooling 436 Btuh Heating output 83000 Btuh Latent cooling 10 0 Btuh Temperature rise 50 OF Total cooling 34800 Btuh Actual air flow 1556 cfm Actual air flow 1160 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-May-15 16:03:41 wrightsoft' Right-Suitee Universal 2012 12, 1.06 RBU13410 Page 1 ACCK ...erslscott miltardtDesktoplLennar4010 Eagan,nrp Calc = MJB Front Doorfaces: N - - Component Constructions Job: Si ll wri htso#t~ ~ bate: December 17 17, 2012 Entire House By: Scott M ELANDER MECHANICAL INCORPORATED 591 CITATION DRIVE, SHAKOPEE, MN 55379 Phone: 952-445-4692 Fax 952-445-7487 Email: SALESCELANDERMECHANI CAL. COM • Information For: Design Conditions Location: Indoor: Heating Cooling Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 75 Elevation: 837 ft Design TD (°F) 85 I Latitude: 45°N Relative huml ity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 54.5 26.1 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 (M } Method Simplified Wet bulb (°F) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area 1.11-value Insui R Htg HTM Loss Cig HTM Gain it' ElWhMt' -F M'--Ffikuh Stuhll? 8tuh 81uh/11' 8tuh Walls 12F-Osw: Frm wall, vnl ext r-21 av ins, 1/2" gypsum board int n 667 0.065 21.0 5.52 3685 0.89 592 fnsh, 2"x6" wood frm a 576 0.065 21.0 5.52 3181 0.89 511 s 596 0.065 21.0 5.52 3292 0.89 529 w 592 0.065 21.0 5.53 3268 0.89 525 all 2430 0.065 21.0 5.53 13426 0.89 2156 1 10sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, n 344 0.050 10.0 4.25 1462 0 0 r-101 s, 8" thk a 320 0.050 10.0 4.25 1360 0 0 s 344 0.050 10.0 4.25 1462 0 0 all 1008 0.050 10.0 4.25 4284 0 0 Partitions (none) Windows 61A: VINYL Insulated Glass Double Hung; NFRC rated n 8 0.280 0 23.8 190 9.08 73 (SHGC=0.29) s 28 0.280 0 23.8 666 17.1 479 s 34 0.290 0 24.6 842 17.2 588 w 208 0.28 0 23.8 4941 30.7 6366 all 278 0 23.9 6640 27.0 7506 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated a 64 0.280 0 23.8 1523 27.9 1783 `(SH GC=0.26) s 17 0.280 0 23.8 407 15.7 268 all 81 0 23.8 1930 25.3 2052 Stonehaven: VINYL Insulated Glass Double Hung; NFRC rated w 41 0.270 0 23.0 936 34.3 1398 (SHGC=0.33) Doors 11JO: Door, mtl fbrgl type a 40 0.600 6.3 51.0 2054 14.9 600 Ceilings 16CR-44ad:Attic ceiling, asphalt shingles roof m , r 44 all ins, 1474 0.022 44.0 1.87 2756 0.84 1244 5/8" gypsum board int fnsh 2013-May-15 16:03:41 wrightsoft" Right-Suite® Universal 2012 12.1.06 RSU13410 Page 1 ACCA ...ers%scott miilard%DesktoplLennar 4010 Eagan.rup Cale-M.18 Front Door faces: N Floors 20P-30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, -5 ext ins, r-30 156 0.035 30.0 2.97 464 0.29 46 cav ins, gar ovr 20P-30v: Fir floor, frm flr, 12" thkns, vinyl flr fnsh, -5 ext ins, r-30 108 0.035 30.0 2.97 321 0.29 32 cav ins, gar ovr 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 1210 0.020 0 1.70 2057 0 0 2013-May-15 16:03:41 Wrightsoft Right-Suttee Universal 2012 12.1.06 RSU13410 Page 2 ACCA ...ersiscatt miilardOesktop%Lennar 4010 Eagansup Cale = MJ6 Front Door faces. N LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: 2 DATE OF SURVEY: 3 lI LATEST REVISION: as c cs , U Y Q O z d DOCUMENT STANDARDS p ❑ Registered Land Surveyor signature and company ❑ ❑ Building Permit Applicant Z' 0 p Legal description p 0 Address p 0 North arrow and scale ~J 0 0 House type (rambler, walkout, split w/o, split entry, lookout, etc.) 0 ❑ Directional drainage arrows with slope/gradient % 0 0 Proposed/existing sewer and water services & invert elevation 21 0 0 Street name 0 0 0 Driveway (grade & width - in R/W and back of curb, 22' max.) 0 ❑ Lot Square Footage 0 0 Lot Coverage ELEVATIONS Existing ❑ 0 Property corners ❑ ❑ e Top of curb at the driveway and property line extensions 0 0 • Elevations of any existing adjacent homes 0 0 • Adequate footing depth of structures due to adjacent utility trenches 0 ,,0" ❑ • Waterways (pond, stream, etc.) Proposed 0 0 • Garage floor p 0 • Basement floor Al" 0 0 • Lowest exposed elevation (walkout/vAndow) 0 0 • Property corners Jd' 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) 0 0 • Easement line D 'X 0 • NWL 0 0 • HWL 0 0 • Pond # designation p 0 • Emergency Overflow Elevation p ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ 0 • Lot lines/Bearings & dimensions C ❑ 0 • Right-of-way and street width (to back of curb) 0 ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) X, 0 0 • Show all easements of record and any City utilities within those easements 0 ❑ • Setbacks of proposed structure and sideyard s tback of adjacent existing structures 0 0 • Retaining wall requirements: Reviewed By: Date '`f G]FORMSBuilding Permit Application Rev. 11-26-04 q I Y I c0ss PICNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS r 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 Pioneereng.com ~fia` lmu ?1 slopes y za ing Wall Wig Certificate of Surve for: LENNAR HOMES I eq md Be Rui ADDRESS: 988 MONARCH TRAIL, EAGAN, MINNESOTA BUYER: VASHISTHA MODEL: 4010 ELEVATION: B / LOT AREA =8938 SF HOUSE AREA =1879 SF PORCH AREA =148 SF SIDEWALK AREA =34 SF DRIVEWAY AREA =977 SF i COVERAGE = 34.0% / BUILDING COVERAGE = 22.7% / ° _ ry- \ wT~.A Ate'.'" .a \ / D a 89`3. ` g9391J Ar 1 3 C~~ > BENCH MARK: ` TOP OF SPIKE /~O~ ~ o ELEV.=893.38 AAe~ U 6&~ 4 n 899.7 i a93. 1-0. 893.4 i.0 10 \ Dd P JwaP 894.2 \ . Z o 60 9~. I \ ~ o 6°60 20 ~~~~J126 / G~ l 1~ c9 BENCH MARK: cr ~r ! t ~P 100, 8928 \ v TOP OF SPIKE \ Q°~ 9~ j'\0' ELEV.=893.72 ~0 oo 893.0 \ \ > a~ t 1 ~ ~0u a9~a\ ~t :tom \ lT~° ~ V j .OQ~r~ 0• % so yam' ~ ~ \ • J~ J /1 $ f~ j 891.7 \ VACANT I 0.1 \ 891.7 1.~ 2 \CD Nt D 5% / J B 0. Dk \ \ PN P `g 14 EAGAN ENGINEEPJNG DEPT> \\c, ~PSEMEN PER P~ 887.8 ~I \ \ \ o ~v I LI C; BENCH MARK: L2 B6 DRAINAGE AND UTILITY EASEMENT TOP NUT HYDRANT LOTS 1-2 BLK 2 6~ \ OVER ALL OF OUTLOT B ELEV.=899.97 / O/ka,5g / N7 2 \ / NOTE: ADD FOUNDATION LEDGE AS REQUIRED NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 12/04/11 WAS USED LOWEST ALLOWABLE FLOOR ELEVATION :888.8 TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS : (PROPOSED)/ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION 889.5) / CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. (897.5) / NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT 897.2 / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. ® DOOR HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. T.O.F. ELEVATION ®LOOKOUT (892.7) / 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 2, BLOCK 6, STONEHAVEN 4TH 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 5TH DAY OF MARCH 2013. REVIS1ED3 : NOTE: SIGNED: PI NEER ENGINEERING, P.A. 1 3 1 STAKE HOUSE SCALE 1 INCH = 20 FEET BY: 7386 112330006 KTH Peter. J. Hawkinson License No. 42299 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA116374 Date Issued:10/07/2013 Permit Category:ePermit Site Address: 988 Monarch Tr Lot:2 Block: 6 Addition: Stonehaven 4th PID:10-72703-06-020 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. Kris Oien 3670 Dodd Rd Eagan, MN 55123 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 Ste 600 Minneapolis MN 55446 Champion Plumbing 3670 Dodd Rd., #100 Eagan MN 55123 (651) 365-1340 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink For Office Use IC'1lja CityEaaallPermit#:of Permit Fee: t- 3830 Pilot Knob Road ?"--C72-9 r Eagan MN 55122 Date Received: Phone: (651)675-5675 buildinginspections(acitvofeagan.com Staff: 2017 RESIDENTIAL BUILDING PERMIT APPLICATION // �� Date: �rSite Address: C O M61, Lh'h 7/74:, Unit#: Name: Phone: Resident/ G Owner Address/City/Zip: fro !10 Applicant is: Owner /Contractor Tripe of Work Description of work: ,�°.i6�c,— Construction Cost: 2 DOS' Multi-Family Building:(Yes /No '✓ ) Company: 1p �lr' Ger) . ,rt -6 i, i l✓i/e-1 Contact:de Contractor Address:/1z--/ , v �- City: �h pi State:P? Zip: . 3 Phone: 1'2 VW77 email: License#: 1q1 72.5-g 7& Lead Certificate#: If the project is exempt from lead certification, please explain why: 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: 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-public if you 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.citvofeaoan.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.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name pplicant's Signature Page 1 of 3 ctg e ori,,q-al ---1 DO NOT WRITE BELOW THIS LINE /6/16/ 7 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 Lower Level _ Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding — Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation 5Occupancy IA_ -/ MCES System Plan Review _ Code Edition (,.("i3- SAC Units (25%_100%// ) _ Zoning P d City Water — Census Code 4/341 _ Stories Booster Pump #of Units / _ Square Feet 3J G PRV #of Buildings I _ Length JG Fire Suppression Required Type of Construction 2,4 _ Width ,2-11 REQUIRED INSPECTIONS Footings (New Building) Meter Size: - i)Vi Footings(Deck) Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: _Ice&Water _Final Pool: Footings Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: _Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath Brick_EFIS Insulation Windows Sheathing Retaining Wall: _Footings_Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In Final Braced Walls Erosion Control Shower Pan , Other: Reviewed By: , Building Inspector RESIDENTIAL FEES 3 7G 0 i2ig/ / --- -14,0 �d lid Base Fee // $4-6:- Sur charge ''Surcharge Plan Review 0 ?G �— MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant ro- Copies )egS --7`) TOTAL Page 2 of 3 • PlNEERengineering /� /c '' CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive,Mendota Heights,MN 55120, Phone:(651)681 1914 Fax:(651)681 9488-Pioneereng.com • ?.' rilfaximm Slopes ar. Retaining Wall Wilt Certificate of Survey for: LENNAR HOMES MINNESOTA. Be Required ADDRESS: 988 MONARCH TRAIL, EAGAN, -- BUYER: VASHISTHA MODEL: 4010 ELEVATION: B / / LOT AREA =8938 SF HOUSE AREA =1879 SF PORCH AREA =148 SF -,\� SIDEWALK AREA =34 SF /. DRIVEWAY AREA =977 SF / COVERAGE =34.0% / J BUILDING COVERAGE = 22.7% // ''SV. / G / il , ________—...... / o•, 1 V:72,3= oy- \ 4 893.3.1. .4 �f J, ....0 f. - - •w lg9 BENCH MARK: \ // //� ......... .• - ;,� EOE.0 SPIKE EAGAN \ o ti°c o R EQ I !/VED \mo,..,)\--,,,,,� -� o�('J 4 ,893.71.- ,i�\ u'� I ''':7: c�',� O'y/ G , X o' /7c ;�� \ u' / SD / /--\ \\ 893. •m. :° , \ /1 5 41_ `....... �aY.. �4`:�. \\\ 2 P / \\ �% gS (ai •1 IOi S DIVISION \ • op 893.4$ '. • // 9. to 43 0 yr �� • . at \\// 09°,Q4'4- 894.2 \ 'S.O o / \ o� `g0 \p� `IS%' `,C i Z1 p p0 \\ \\. / -3' \ v� o �\ ' /� \ >t� \\ O / ��'� \\\ a,c ? '1•`� .r X26)f I;On/ mo/ ��\y2. `fo \\ BENCH MARK: \� 4',N1-cr°o ,s, _ � /PJ" OPO 8928 \\\ TOP OF SPIKE Q ,Q ., .fie G '\ \\ \ \ — ELEV.=893.72 — _ ),p ,�11 oo m 9@ 3.a \ \ \ , ' �j rcrI. CP _. "v1 ► f cF. 1 \\ \ . c"2,O d / , 0 '� $ 891.7 \ CPI r \ *- ',0 \ // p':1/413� ti til ..\\ \ VACANT \ :4 �'1 \ 891.7"\11 ' 0 To .149 �� Q/ \ 5 - g‘,/ , !-----‘1V,F; D ,.... , \ ..._ ,..., ..\ ....„ ,.. . , , \ t.... . B;' A,/�/�;4/ •O� o �s S ZII� No to\-% sae 4) DK`yEAGAN ENGINEERING DEPT, \\\g \r PMENS PEa P`" 987:8 �a ,I \\ +O. \ (-01 \. I ITI /1T r vv I L.v I L�.) BENCH MARK:L2 B6 b �• A' DRAINAGE AND UTILITY EASEMENT TOP NUT HYDRANT LOTS 1-2 BLK 2 / .6951 9., 6 \ OVER ALL OF OUTLOT B ELEV.=899.97 , / N1 / 2°465 \ NOTE: ADD FOUNDATION LEDGE AS REQUIRED LOWEST ALLOWABLE FLOOR ELEVATION :888.8 NOTE: GRADING PLAN BY PIONEER ENGINEERING LAST DATED 12/04/11 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. HOUSE ELEVATIONS :(PROPOSED)/ASBUILT NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL 889.5 / LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO LOWEST FLOOR ELEVATION : CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. TOP OF FOUNDATION ELEV. : (897.5) / NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT 897.2 / BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC GARAGE SLAB ELEV. @ DOOR : HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. 89,1.7 / T.O.F. ELEVATION 0 LOOKOUT : 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 2, BLOCK 6, STONEHAVEN 4TH 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 5TH DAY OF MARCH, 2013. REVISED: NOTE: SIGNED: P NEER ENGINEERING, P.A. 3/11/13 STAKE HOUSE SCALE 1 INCH = 20 FEET BY: 73861 112330006 KTH Peter. J. Hawkinson License No. 42299