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3417 Chestnut Lane Use BLUE or BLACK Ink l Dl,eFor Office Use------------ City of Eakan 1 q o (mod I Permit -79 _L 3830 Pilot Knob Road Permit Fee: j Eagan MN 55122 Phone: (651) 675-5675 j Date Received: i Fax: (651) 675-5694 L'i I I t Lo 1 Staff: I I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ' D 2 51. t 12 7 Site Address: Unit Name: Le. v A a j/ Resident! Phone: `J2 29- Owner Address / City / Zip: ~u;I- Pd Vyy,,,tJ~ Applicant is: Owner _kContractor r W~Vj - Type of Work Description of work: A) 90 -f &;&I LCC1 Construction Cost: Multi-Family Building: (Yes / No Company: Le-~V'I Gllrr' Contact: _ Contractor Address: 11,~ 31~*"A✓~. p ! / / city: C u State: 1V Zip: 'i Phone: z7c License I Li Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) fl 44 J 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? IYes _No If yes, date and address of master plan: 3q/1 CL Lf-~+ LA.--J Licensed Plumber: L' ~Ol~l eN QC ~ y) i ~a I Phone:--9 5-Z ,1 jl Mechanical Contractor: %k A Phone: Sewer & Water Contractor: I 2-q& 05ft Phone: NOTE; Plans and supportlny documents that. you submtt,~rq Cons e information ma ldered;ta be publlc.information., Portions of Cl y.be asslfied a9-p' orl publid if you l7 tr)~/e specific masons that: would permit "the .City to " ghclddo thgf'tile ' ~e >irade sacra , : ' . CALL BEFORE YOU DIG. Call Gopher State One Cali 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 aooherstateon ~A 110- A & 4( 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. Applicant's Printed Name x Applicant's Sig ture Page 1 of 3 DO NOT WRITE BELOW THIS LINE l Z SUB TYPES - Foundation _ Fireplace Porch (3-Season) - Single Family Garage Storm Damage _ Porch (4-Season) _ Exterior Alteration (Single Family) _ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) 01 of Plex - Lower Level Pool - Accessory Building - -Miscellaneous WORK TYPES - New - Interior Improvement Addition -Siding _ Demolish Building* - Move Building _ Reroof Demolish Interior - Alteration -Fire Repair - _ Windows Demolish Foundation - Replace -Repair - _ Egress Window Water Damage _ Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition h1 SAC Units (25%100%___) Zonin Census Code 9 ~ City Water Stories Booster Pump # of Units Square Feet ---i-!-L! _ PRV # of Buildings Length / Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Meter Size: C 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 Sidin c Fireplace: ough InAir Test Final g' -Stucco Lath Stone L ----Brick Windows Insulation Retaining Wall: -Footings Backfill - Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES -7f9)0e7'- Base Fee A, 711> 74 ! / 1 Surcharge If,,-5 Plan Review I MCES SAC ~-j , , qj 1 q1 City SAC . Utility Connection Charge S&W Permit & Surcharge 4) 1044 Treatment Plant Copies TOTAL Page 2 of 3 New Construction Energy Code Compliance Certificate Per N1101.8 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. atailing Address or the Dnel ing or Dwelling Volt City 3417 CHESTNUT LANE EAGAN Name of Residential Contractor M1rN License Number THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X r Passive (No ran) o m Active (Mali fan anal monometer or T G E a % otter os em ntonBoring 4wice ) w c U b e a a as 99 '8 U Insulation Location o z U t' h o E:o O bb ba p O .~D .fl tl e H z w 'w' w w a Other Please Describe Here Below:Ent€rc:Slab . X Foundation Wall X Perimeter of glib' ona;rade 10 ItirERioR R€m Joist (Foundation) X Rim `Joist (tu Floor+) 10 INTERIOR Wall 21 Ceilin , flat 44 Ceiling, vaulted X Bag,:Windows or: cantilevered areas X Bonus room over garage 38 5 Describe otherinsulated areas Windows 8r 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 ace Solar Heat Gain Coefficient (SHGC): 0.26 r-6 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel:Type Natural Gas Electric Electric Passive Manufacturer Lennox AO Smith Lennox Powered with exhaust device. ::Ed Model ML493UH045XP246: GPVH50N 13ACX-018-230 Input in 44Ofl0 Capacity in Output in 1,5 ribe' Rating or Size BT US: ' Gallons: cs Tons: Structure's Calculated Heat Cross: 35,700 Heat Gain: 13,241 Location of duct or system: . AFUE or SEER: 13 HSP['% 93 Calculated 16,245 Efticiettcv 2DOhi load: Cfins PLAN CMS Jefferson " 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): X Not required per mech. code Select Type Passive Heat Recover Ventilator (HRV) Capacity in cfins: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Law: High: Location of duct or system: X Continuous exhausting fan(s) rated capacity in efrns: I fan continous low 50c€in Mechanical Room Location of fan(s), describe: Owners bath, Main Bath Cfm's Capacity continuous ventilation rate in cfins: 50 Insulated Flex Total ventilation (intermittent + continuous) rate in efins: 185 " metal duct Created by BAM version 052009 MULTI-FAMILY 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 Vinyl Suite 600 15/32" sheathing Plymouth, MN 55446 New lnfill 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: l ( F- Peaked roof with manufactured trusses 24" O.C. W 11 V~C l~N G 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 2-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: r „ 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 N/A 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, tUfokeup 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 maybe downloaded and printed at: Site adElp-, r In 4 yt Date 3117 JT ContraCompleted .s o&Aew, ea 8y C C37j S ection A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area including Basement-finished or unfinished) I9r~ TT.,t'al, requi red ventilation Number of bedrooms nuous ventilation Sd Directions - Determine the total and continuous ventilation rate by either using Table ld1104.2 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 10664500 6.0/40 75/40 90/45 105/53 120/60 135/68 150]:-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001=2500 80/40 95/48 110/55 125/63 140/70 155/78 2501 30iiQ: 90/45 105/53 120/60 135/68 150/75 165/83 3001=3500: ' 100/50 115/58 130/65 145/73 160/80 175/88;; 3501-4000: 110/55 125/63 140/70 155/78 170/85 185/93-:: 4001-4500 :120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145173 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 ll-1 nbA x square feet of conditioned space) + [15 x (number of bedrooms + 1)j = 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 (ERVi 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 m, 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 flaw rate for each hour is met. G_\SAFETYUMVent-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 ery Ventilator) - cfm of unit in low must not exceed continuous venti. Continuous fan rating in cfm lation rating by more than 100%. Low cfm: High cfm; Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) fp . 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 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 7N Ta,+. ~ .s SO SU r N As rre. '9, .9"i 11 R.0 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 far continuous ventilation must be equal to or greater than the low Gtm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation 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 on 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 501.3.1) 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 S{y' f 7YfSG~~ I 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 orsolid fuel appliances are installed, use the appropriate column. For existing dwellings, see iMC 501.3.3. 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 airsupply must be installed per IMC 501.3.2.3. 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 piiances 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 a 1. a) pressure factor 0.15 0.09 0.06 0.03 (cfmisf) b) conditioned floor area (sf) (including unfinished basements) l Estimated House Infiltration Win): Ile x 1b) 2. Exhaust Capacity a) continuous exhaust-only ventilation system {cfm); (not applicable to ba- i;b lanced.ventilation systems such as HRV b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (dm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically Interlocked and match to exhaust) d) 80% of next largest exhaust rating (dm); 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); [2a+2b+2c+2d] $ S 3. Makeup Air Quantity (dm) a) total exhaust capacity (from above) b) estimated house infiltration (from c~ above) Makeup Air Quantity (cfm); [3a - 3b] t (If value Is negative, no makeup air is ~.c' ~E needed 4. For makeup Air Opening Sizing, refer n to Table 501.4.2 A. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) 8.- Use this column if there Is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be in- cluded.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column If there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page 3 Of 6 see . 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 all ap- Duct di- piiances, 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 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 67-104 42-66 24-46 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 >fi74 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, Increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air X Not required per mechanical code (No atmospheric or power vented appliances) ` rr N 1/moo plt,~. 1 lAGC t 4/G ii e Passive (see IFGC Appendix E, Worksheet E-1) Size and type Other, describe: Explanation -If no atmospheric or power vented appliances are installed, check the appropriate box, not required. !f a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-3 (see below). Please entersize 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 CC Project Summa Job: CMS Jefferson B&D unit - wrlghtsoft~ Date: October 24, 2013 Entire House By: Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone! 952445-4692 Fa)c 952-445-7487 Project Information For: Notes: Design Information Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 OF Outside db 88 OF Inside db 70 OF inside db 70 OF Design TD 85 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28355 Stuh Structure 11493 Btuh Ducts 1125 Btuh Ducts 639 Btuh Central vent (69 cfm) 6272 Btuh Central vent (69 cfm) 1321 Btuh Humidification 0 Stuh Blower 0 Btuh Piping 0 Btuh Equipment load 35751 Btuh Use manufacturer's data y Ratelswing multiplier 1.00 Infiltration Equipment sensible load 13453 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1217 Btuh Ducts 117 Btuh Heating Cooling Central vent (69 cfm) 1670 Btuh Area (ft2) 1852 1852 Equipment latent load 3004 Btuh Volume (ft') 14816 14816 Air changes/hour 0.14 0.07 Equipment total load 16457 Btuh Equiv. AVF (cfm) 35 17 Req. total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX Series - RFC Model ML193UH045XP24B-* Cond 13ACX-018-230-* AHRI ref 4792130 Coil C33-25*+TDR AHRI ref 1031313 Efficiency 93AFUE Efficiency 11.9 EER, 13.5 SEER Heating input 44000 MBtuh Sensible cooling 12950 Btuh Heating output 41000 Btuh Latent cooling 5550 Btuh Temperature rise 50 OF Total cooling 18500 Btuh Actual air flow 768 cfm Actual air flow 617 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 BoldNtalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Oct-24 16:29:41 !~4r + wrightsoft' Right-sufte® Universal 2012 12.1.06 RSU13410 Page 1 sfi, K ...Heat Losses 20131Lennar Patriot Jefferson B.rup Cak = MJ8 Front Door faces: N Component Constructions Job: CMS Jefferson B&D Unit wrightsoft° Date: October 24, 2013 Entire House By: Elander Mechanical Inc. $91 Citation Drive, Shakopee, MN 55379 Phone: 952445.4692 Fax: 952-445-7487 Project Information For: Design Conditions Location: Indoor: Heating Cooling Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 70 Elevation: 837 ft Design TD {°85 18 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/!b) 54.5 36.6 Dry bulb (°F) -15 88 Infiltration: Daily range F) - 19 ( M) Method Simplified Wet bulb {°F - 71 Construction quality Ti F ht Wind speed (mph) 15.0 7.5 Fireplaces 1 Tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain tr atuhM?'F AMFlatuh Btu", 9Wh SWIP Btuh Walls 12F-Osw: Frm wall, vnl ext, r-21 cav ins, 1/2" gypsum board int n 556 0.065 21.0 5.52 3070 1.21 674 fnsh, 2"x6" wood frm a 399 0.065 21.0 5.52 2207 1.21 484 s 513 0.065 21.0 5.52 2837 1.21 622 W 422 0.065 21.0 5.53 2330 1.21 511 all 1890 0.065 21.0 5.52 10443 1.21 2291 Partitions (none) Windows 61A: VINYL Insulated Glass Double Hung; NFRC rated a 77 0.280 0 23.8 1841 29.3 2263 (SHGC=0.26) s 42 0.280 0 23.8 1004 17.1 721 W 74 0.280 0 23.8 1769 29.3 2175 all 194 0.280 0 23.8 4613 26.6 5159 Doors 11JO: Door, mill fbrgl type n 20 0.600 6.3 51.0 1040 17.9 365 e 19 0.600 6.3 51.0 983 17.9 345 s 20 0.600 6.3 51.0 1040 17.9 365 all 60 0.600 6.3 51,0 3063 17.9 1076 Ceiiin ,as 16CR-4 ad: Attic ceiling, asphalt shingles roof mat, r-44 cell ins, 1116 0.022 44.0 1.87 2087 0.95 1064 5!8" gypsum board int fnsh Floors 20P-38c: Fir floor, frm fir, 12" thkns, carpet flr fnsh, r-5 ext ins, r-38 250 0.030 38.0 2.55 638 0.40 100 cav ins, gar ovr 2013-38v: Fir floor, frm fir, 12" thkns, vinyl flr fnsh, r-5 ext ins, r-38 130 0.030 38.0 2.55 332 0.40 52 cav ins, gar ovr 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, 134 0.355 10.0 30.2 4043 0 0 r-10 edge ins 2013.00-24 16:29:41 wrightsoft' Right-Sufte® Universal 2012 12.1.06 RSU13410 Page 1 ACCA ...Heat Losses 20131Lennar Patriot Jefferson B.rup Cate ■ MJ8 Front Door faces: N i Project Summary Job: CMS Jefferson A&C Unit wrightsoft~ Date: October 24, 2013 Entire House By: Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 phone: 952-445-4692 Fax. 952-445-7457 Project Information For: Notes: D- • Information Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -95 OF Outside db 88 OF Inside db 70 OF Inside db 70 OF Design TD 85 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28302 Btuh Structure 11257 Btuh Ducts 1127 Btuh Ducts 663 Btuh Central vent (69 cfm) 6272 Btuh Central vent (69 cfm) 1321 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35700 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 13241 Btuh Method Simplified Construction quality Tight Latent Cooling Equipment Load Sizing Fireplaces 1 (Tight) Structure 1217 Btuh Ducts 117 Btuh Heating Cooling Central vent (69 cfm) 1670 Btuh Area (ft2 1852 1852 Equipment latent load 3004 Btuh Volume (fta) 14816 14816 Air changes/hour 0.14 0.07 Equipment total load 16245 Btuh Equiv. AVF (cfm) 35 17 Req. total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT 90 Trade 13ACX Series - RFC Model ML193UH045XP24B * Cond 13ACX-018-230-* AHRI ref 4792130 Coil C33-25*+TDR AHRI ref 1031313 Efficiency 93AFUE Efficiency 11.9 EER, 13.5 SEER Heating input 44000 MBtuh Sensible cooling 12950 Btuh Heating output 41000 Btuh Latent cooling 5550 Btuh Temperature rise 50 OF Total cooling 18500 Btuh Actual air flow 768 cfm Actual air flow 617 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0 In H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Soldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Oct-24 16:31:30 _ + wrightsoft' RtghtSuite® Universal 2012 12.1.06 RSU13410 Page 1 ACCA ...Heat Losses 20131Lennar Patriot Jefferson A rup Calc - MJ8 Front Door faces: N Component Constructions Job: CMS Jefferson A&C Unit wrightsoft' Date: October 24, 2013 Entire House By: Elander Mechanical Inc. 591 Citation Drive, Shakopee, MN 55379 Phone: 952445-4692 Fax 952-445.7487 Project Information For: -Design Conditions Location: Indoor: Heating Cooling Minneapolis-St. Paul, MN, US Indoor temperature (°F) 70 70 Elevation: 837 ft Design TD (°F) 85 18 Latitude: 45°N Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 54.5 36.6 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 19 ( M) Method Simplified Wet bulb (°F) - 71 Construction quality TI ht Wind speed (mph) 15.0 7.5 Fireplaces 1 Tight) Construction descriptions Or Area u-value Insui R Htg HTM Loss Clg HTM Gain k' Btuh11N•'F m- Akuh BWhIW Btuh BWhHN BWh Wails 12F-Osw: Frm wall, vnl ext, r-21 cav ins, 1/2" gypsum board int n 555 0.065 21.0 5.52 3066 1.21 673 fnsh, 2"x6" wood frm a 398 0.065 21.0 5.52 2197 1.21 482 s 513 0.065 21.0 5.53 2833 1.21 622 W 432 0.065 21.0 5.52 2386 1.21 523 all 1897 0.065 21.0 5.52 10483 1.21 2300 Partitions (none) Windows 61A VINYL Insulated Glass Double Hung: NFRC rated a 77 0.280 0 23,8 1841 29.3 2263 (SHGC=0.26) s 42 0.280 0 23.8 1004 17.1 721 W 64 0.280 0 23.8 1527 29.3 1878 all 184 0.280 0 23.8 4371 26.5 4862 Doors 11JO: Door, mil fbrgl type n 21 0.600 6.3 51.0 1071 17.9 376 e 21 0.600 6.3 51.0 1071 17.9 376 s 21 0.600 6.3 51.0 1071 17.9 376 all 63 0.600 6.3 51.0 3213 17.9 1128 Ceilings 16CR-44ad: Attic ceiling, asphalt shingles roof mat, r-44 cell ins, 1116 0.022 44.0 1.87 2087 0.95 1064 518" gypsum board int fnsh Floors 20P-38c: Fir floor, frm fir, 12" thkns, carpet ftr fnsh, r-5 ext ins, r-38 250 0.030 38.0 2.55 638 0.40 100 cav ins, gar ovr 20P-38v: Fir floor, frm fir, 12" thkns, vinyl flr fish, r-5 ext ins, r-38 130 0.030 38.0 2.55 332 0.40 52 cav ins, gar ovr 22B-101pm: Bg floor, heavy dry or light damp soil, on grade depth, 134 0.355 10.0 30.2 4043 0 0 r-10 edge ins 2013-Oct-24 16:31:30 * wrightsoft` Right-Sute* Universal 2012 92.1.06 RSU13410 Page 1 /4M ...Heat tosses 20131Lennar Patriot Jefferson A.nrp Cale = MJ8 Front Door feces: N Rio O CO ° W y ! 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N ~ cl~ M ~ c~ c`n c3 t3 i~ ~ ~ 1. ~0 a0 CE (j) A j . i - LOT SURVEY CHECKLIST FOR RESIDENTIAL s BUILDING, P~jERMIT APPLICATION PROPERTY LEGAL: h4 1-3 R k 3 1 yYIC' 7 DATE OF SURVEY: g 13 LATEST REVISION: d c U_ Q ~ O z Q DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company 0 0 • Building Permit Applicant ❑ 0 • Legal description ❑ 0 • Address ❑ 0 • North arrow and scale 0 0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ • Directional drainage arrows with slope/gradient % ❑ ❑ • Proposed/existing sewer and water services & invert elevation ❑ ❑ • Street name ❑ ❑ • Driveway (grade & width - in R/W and back of curb, 22' max.) ❑ ❑ • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existin ❑ ❑ • Property corners s0' 0 0 - Top of curb at the driveway and property line extensions '90 ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways (pond, stream, etc.) Proposed ❑ 0 • Garage floor ❑ V 0 • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) jv ❑ ❑ • Property corners 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ X, 0 • Easement line ❑ ,0 ❑ • NWL ❑ 'f 0 • HWL ❑ ❑ • Pond # designation 0 0 • Emergency Overflow Elevation 0 fd' D • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y Conservation Easements DIMENSIONS 'g 0 0 Lot lines/Bearings & dimensions 0 / 0 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 0 0 Setbacks of proposed structure and yard setback of adjacent existing structures 0 0 Retaining wall requirements: Reviewed By: Date G:/FORMS/Building Permit Application Rev. 11-26-04 Lot 1-3, Block 5, STONEHAVEN 6TH ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 3413,415,3417 Chestnut Lane, Eagan, Minnesota .r',,,1M ~a0PeS House Model: 1778 Elevation: C,C,D L .,wti~dai,g. ViallWli Buyer: Inventory Est; Requii'1ed Bench Mark: Benchmark: Top Nut Hydrant top of spike Elev.=889.98 elevation =887.28 n 1 1 I 1 I 1 1 Scale: 1" = 20' 890•0 887.3 x 887.2 i N89°37'50"W 67.00 X 957.2 X 885.3 884.6 884.6) 3s I ~ 01 D 887.2 , OI 886.1 15.00 886.1 X 1!86.9 887.3 - - _ -e r I 36.33 4 .6 - I I 5 Y lol 8~ 887.1 1 N - 0 10.00 O CN, I 0r '0 I ~ 886.7 p n OD I I O I J d _ 00 xOD v O 25. ao 36.33; Y CO J I 10.00 I 15.00 886.9 Z N , 887.4 N8 7 W 67 0` XI 88 .4 886.7 887.1 36.33 U 5 't5 o N I I Z, W 886.7 O 0 88 9 886.9 1 O N F•+ I o r o CL O Y I (886.5 V I II 886.5 6.00 0 10.00 o I E.O.F. W X E w V) N N 7 I tip ~ P7 in M I ~ o3 ; n ° I I W IJ~ Iq 0 j ~ 01 i 00 00 v u' Wo v x005 I E,, a 10.00 89° 50" 7.0 15.00 1 W ' 866.8 X886 / N r 36.33' 886.8 887.2 I I Q "g, Z f r ^ I N O 11~~+ a) 00 / O 886.3 O W 00 ( N 00 L L6 a Q OO~QyQ O/ ap O X~ 7 O I / -~i O o "I- s... O O o 0 I I Z o N o 3 0 N ° N / a .a 10.00 886.1 887.0 10.0 36.33 15.00 - - x / / - 886.8 886.2 686.3 885.7 C~t i (887.0) OI / l (88 (886.2j) - 885.7 Benchmark: ~i X 886.6 ' » 3.9 top of spike N89037 50 W , 67.0 elevation =887.05 885.4 n I 1 I 1 co V co co 1 ~ Y Lot area =7772 SF House area =3411 SF (1163 SF PER UNIT) Porch area =77 SF X 000.00 Denotes existing elevation =30 60 SF 000.00Denotes proposed elevation EWED Patio Sidewalk area area S SF Denotes drainage flow direction Driveway area =457 SF Denotes spike B- Impervious Coverage =58.5% )DM.; Building Coverage =44.9% EAGAN ENGINEERING DEPT, Construction Notes: 1. Install rock construction entrance. House elevations (Proposed) / As-built 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. Top Of Foundation Elev. (888.0) 4. Contractor must verify driveway design. (887 7) 5. Contractor must verify service elevation prior to construction. Garage Slab Elev. @ Door 6. Add or remove foundation ledge as required. General Notes: 1. Grading plan by Pioneer Engineering last dated 5/9/13 was used to determine proposed elevations shown herein. We hereby certify to Lennar Corporation that this survey, plan or 2. This survey does not purport to show improvements or report was prepared by me or under my direct supervision and encroachments, except as shown, as surveyed by me or under my that I am a duly licensed Land Surveyor under the laws of the direct supervision. State of Minnesota, dated 09/12/13. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: Pioneer ngineering, P.A. 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than Peter J. Hawkinson, Professional Land Surveyor those shown on the recorded plat. Minnesota License No. 42299 6. Bearings shown are based on an assumed datum. email-phawkinson@pioneereng.com Revisions: y` 1J9-17-13 STAKE HOUSE Certificate of 1 Survey .LOl PD&ONEERengineering 1LeVnnllarr Corporation CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Ph.: (651) 681-1914 16305 36th Ave N Ste #600 2422 Enterprise Drive Fax: (651) 681-9488 Project # : 113083001 Plymouth, MN 55446-4270 Mendota Heights, MN 55120 www.pioneereng.com Folder#: 7509 Drawn by: TSS Phone: (952) 249-3000 / Fax: (952) 404-1909 © 2013 Pioneer Engineering Date: City of Eau 3830 PilotKnob Road Eagan MN 55122 Phone: (851) 675-5675 Fax: (651) 675-5694 • RECEIVED JAN Z t 2014 Use BLUE or BLACK Ink 1 For Office Use Permit tY: 1 lbs% Permit Fee' Date Received` t I Star: 2014 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* 2 -14 Site Address: l iJ Suite *: R ' Work } 11. t... Name J JAF4JAR # &EJ Phone: 352-2 Address t City i Zip: 652 340611 .)"i4lail-14 AA 1 Applicant is. Owner L_Contractor 5 544k, Description of worm: 1 l3 D let cP' 114KL Sq' 51- rft Citucfiort Cast. Estimated Completion Date: 3 - ' 1 CQi!t�BCfnO>: Name. i 1 R. '-a* L.) P PLF' i 01-1 4,C_ ' i11 L. License* a_ 147 Address t i /->01,is rztpit_ 0-iftL.l �W City: £L.J4.- gp- State:f ° 'zio: 7 J 33o% Phone - 2T7 -in k() Contact: Emafi: FIRE PERMIT TYPE Sprinkler System (9 of Fore Pump _.._ Other. i WORK TYPE heeds i New Adthtion Standpipe Alterations Remodel -- Other DESCRIPTION OF WORK: Commercial Residential Edea tionai FEES 555.00 Permit Fee Minimum _ Contract Value $ G ' x- .01 'If contract value is LESS •*if contract value is GREATER • 'If the project valuation is - $ '' Perrnit Fee than $10,010, Suez rrge = 55.00 than $10,01C Surcharge = Contract Value x 50.0005 $ rte} c; Stege' over 51 million, please call for Surcharge = 5 i TOTAL PEE 14' Displacement Fire Meter - 5260.00 = $ Fire Meter i r1 ' TOTAL FEE 'Requirements: 2 complete sets of drawingsandspecifications, cut sheets an materinis and c omponents to las used I hereby apply for a Fire Suppression System permit and ac;t r wfedge that the information is completeandaccurate: that the wo* will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Bulic!.ng/Fire Codes: that I understand ills R not • pewit, but on y an applicabon for a permit, and work is not to start without a permit: that the wr' is tie in accosoance with the approved plan in the case of work which requires a review and approval of pians. x JASON/ &r-tiv Applicant's Printed Name 12-0-31-17 Apr 07 14 09:14a Water Doctors CityofEaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Tenant: 7635351805 p.2 Use BLUE or BLACK Ink For Office e, f 5,5` 02 Permit #: Permit Fee Date Received: Staff: 2014 RESIDENTIAL PLUMBING PERMIT APPLICATION Site Address: 31-P 7 a h-esr/q %' L 4e-Ne— Date: Resident/Owner Name: F Address / City / Zip: Name:(.t) 12 S License #: ikiC (046-00 Z Address: 8 pF C ek`T'Rr cive $ cut< City: S,PRiAieSi L#146- Atift State: " � Zip�J-4132 Phone: ZL3 �7 S 8-0 0 Contact; 64-evC XNew _ Replacement Repair _ Rebuild _ Modify Space _ Work in R.O.W. Description of work: Contractor. Type of Work Suite 11: Email: RESIDENTIAL Water Heater Lawn Irrigation ( RPZ / PVB) Septic System New Abandonment RESIDENTIAL FEES: I$60.00 Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 minimum State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment Water Turnaround* (includes $5.00 State Surcharge) 'Water Turnaround (add $200.00 if a 5)8" meter is required) $115.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) TOTAL FEES $ &a° 0 Water Softener Add Plumbing Fixtures L_ Main / _ Lower Level) Water Turnaround 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.qopherstateonecallorq 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 . sans. 54IWC eu pol Applicant's Printed Name FOR OFFICE USE Reviewed By: Date: Required Inspections._ Under Ground ,Rough -In Air Test Gas Test Final.:- Meter Related Items: Meter Size Radio Read Staff: x Applicant's Signature r 34t? ~NtSrNV3' r Project Number: 3.204 P~A~ 7'' $GQ Date: 2-10-14 Sheets: 2 of 2 3407 Kilmer Lane North, Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com FASTEN IN ACCORDANCE w/ S1 PROVIDE (2) 2x6 HEADER, KING, AND BEARING STUDS AT EACH END STUDS FOR INADEQUATE OF SHEARWALL GARAGE DOOR HEADER LENGTH FOR PORTAL FRAME HATCHED AREA INDICATES %6' MIN. PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS Qa 3" 2x6 STUDS @ 16" O.C. O.C. AT PANEL EDGES & Ca 12" O.C. AT INTERIOR SUPPORTS USP STAD14 HOLDOWN ANCHORS EMBEDDED INTO CONCRETE (REFER TO 2/S3 FOR ALTERNATIVE OPTIONS) FOUNDATION WALL BELOW t t 4 4.. 4 a a 4 FRAMING DETAIL S2 SHEARWALL Project Number: 3.204 Date: 2-10-14 Sheets: 1 of 1 3407 Kilmer Lane North, Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupm n.com IN&XATE I! I Ulf R-96 1_'J 1/4' WARD A W - -ool¢ I I _T J I! r r! J ! J I J ! I P Ic I I I ! ! 1 cue 7}4LJ>1,.. I' J J! r( I i<'' BRACED i Z--- 1 -------a a WALL LINE ENGINEERED PORTAL ZENGINEERED SHEAR FRAME SIMILAR TO 1/S3 WALL-SEE SHEET 2 FOR FOR CONSTRUCTION DETAIL REQUIREMENTS JEFFERSON C MAIN LEVEL PLAN S1 PARTIAL MAIN LEVEL SHOWN FOR LOCATION REFERENCE ONLY (ACTUAL LAYOUT MAY BE MIRRORED) ~ ~se , I r J r! I J~J` 1 II JJ J Ar. - as JI r I f, 1 3_t ~ f r ROO; wcox; [ pJ!I !J II L,. rTtM I I.e~. 77T J J f ! I J ! J P J. ( if fl J ! t ! ! I t is! .i BRACED I ! I J II ! ! I J f I WALL LINE -~oT) t - nnv_=-- „a nrsv-7ENEERED F ENGINEERED SHEAR PORTAL WALL-SEE SHEET 2 FOR FRAME SIMILAR TO 1/S3 DETAIL FOR CONSTRUCTION REQUIREMENTS JEFFERSON D 2 MAIN LEVEL PLAN S1 PARTIAL MAIN LEVEL SHOWN FOR LOCATION REFERENCE ONLY (ACTUAL LAYOUT MAY BE MIRRORED)