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1312 Interlachen Dr--- Use BLUE or BLACK In ------------- I For Office Use I -- _ / .r / • `�7 L/ I Permit #: cc� City0fEaRaff1 I 7 D T � � I Permit Fee:�� � � �• I 3830 Pilot Knob Road i�-['� T , r _- Eagan MN 55122 v Date Received. - Phone: (651) 675-56751 I Fax: (651) 675-5694 N0_®� 2��8 1 Staff: I ------------ -- 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: $ Site Address: 51 L l �(Ao6PK nive Unit #: Name: D.R. Horton, Inc q54. qA1 ,1�� Phone: Resident/ 20860 Kenbrid e Court Suite 100, Lakeville, MN 55044 Owner Address / City / Zip - Applicant Applicant is: Owner X Contractor Type of work Description of work: lNew Residential, Single Family - Construction Cost: Multi -Family Building: (Yes / No X ) Company: D.R. Horton, Inc contact: Brooke Hareid Contractor Address: 20860 Kenbridge Court city: Lakeville State: MN zip. 55044 Phone: 952-985-7806 Email: bmhareid@drhorton.com License #: BC605657 Lead Certificate #: If the project is exempt from lead certification, please explain why: New Construction 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 X No If yes, date and address of master plan: Licensed Plumber: Sabre Plumbing & Heating Phone: 763-473-2267 Mechanical Contractor: Sabre Plumbing & Heating Phone: 763-473-2267 Sewer &, Water Contractor: Starr Plumbing Phone: 952-884-4149 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 specHic 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.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. x - x 'Ay"J Applicant's Pr nted Name Applicant' ignature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Fireplace _ Porch (3 -Season) Single Family _ Garage _ Porch (4 -Season) _ Multi Deck Porch (Screen/Gazebo/Pergola) 01 of Plex Lower Level Pool WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building Interior Improvement _ Siding Demolish Building* Move Building _ Reroof _ Demolish Interior Fire Repair _ Windows Demolish Foundation Repair _ Egress Window _ Water Damage *Demolition of entire building — give PCA handout to applicant Valuation 3 Doo Occupancy 2,/7 t- r I Plan Review Code Edition galq q 0 0 (25 /0 100 /o ) Zoning / Census Code /0/ Stories A # of Units Square Feet 31i� # of Buildings Length Type of Construction Width 460 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation ,Foundation Before Backfill Roof: Ice & Water Fina Framing 30 Minutes 1 Hour Fireplace: Rough Inir Test Final Insulation Sheathing Sheetrock Fire Walls -4: Braced Walls ShowerPan Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL MCES System SAC Units j City Water Booster Pump ^/G PRV Fire Suppression Required 419 Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Pool: Footings Air/Gas Tests Final Drain Tile / --,1\ Siding: Stucco Lat tone Lat Brick EFIS Windows Retaining Wall: Footings Backfill Final Radon Control Fire Suppression: Rough In Final Erosion Control Other: Building Inspector 41 v4,"@ �F,/✓ 4 Q /1 � 1 14)16 00 gr 5`63! z Page 2 of 3 New Construction Energy Code Compliance Certificate Date Certificate Posted Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. 11/7/18 Mailing Address of the Dwelling or Dwelling Unit 1312 Interlachen Dr Eagan Name of Residential Contractor MN License Number DRHorton Rranr,ati7 D•R°H01M)N*1h_ Community Plan ID Eagan 17070 THERMAL ENVELOPE RADON SYSTEM Other, describe: o Type: Check All That Apply Location of duct or system: furnace room Passive (No Fan) Locations of Fans, describe: Cfin's �r Capacity continuous ventilation rate in cfins: 95 4 " round duct OR y� Total ventilation (intermittent + continuous) rate in cons: 190 " metal duct Active (With fan and monometer or a [� w 03 [Location other s) stem monitoring device ) Q —F° U - U " M �on CU � (or future Location) of Fan: Cz In Attic Insulation Location z � , v o o H Z w w w° c° ri! i?: Other Please Describe Here Below Entire Slab X Foundation Wall (Sides) R-15 X R-10 Exterior, R-5 Interior Foundation Wall (Front and Back) R-10 X Exterior Rim Joist (Foundation) R-20 X Interior Rim Joist (l't Floor+) R-20 X Interior Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas R-30 X Bonus room over garage R-32 X r,—,—Ix Describe other insulated areas Building Envelope air Tightness: Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) U: 0.31 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.31 R-8 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 NAT GAS NAT GAS R-41 OA Passive Manufacturer Bryant Rheem Bryant Powered Interlocked with exhaust device. Model 912SC4808OS17 PROG5042NRH67PV BA13NA036 Describe: Input in 80000 Capacity in 50 Output in 3 Other, describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Efficiency HSPF°ro EER COOLING LOAD HEAT LOSS HEAT GAIN RESIDENTIAL LOAD CALC 64,230 27,286 33,951 Cfin's noun(luct UK Mechanical Ventilation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace Select Type Combustion Air Select a Type Not required per mech. code X Passive Heat Recover Ventilator (HRV) Capacity in cfins: Low: High: I Other, describe: X Energy Recover. Ventilator (ERV) Capacity in cfms: Low: 160%=105 High: 100%=200 Location of duct or system: furnace room Balanced Ventilation Capcity in CFM S: Locations of Fans, describe: Cfin's �r Capacity continuous ventilation rate in cfins: 95 4 " round duct OR y� Total ventilation (intermittent + continuous) rate in cons: 190 " metal duct 1312 Interlachen Dr Eagan HVAC Load Calculations for DR Horton Lakeville, MN Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Wednesday, November 07, 2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Wednesday, November 07, 2018, 1:21 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. i Sabre Plumbing & Heating ' = 1312 Interlachen Dr Eagan P1 lymouth, MN 55447 f Page 2 Project Report Genera! Project Information Project Title: 1312 Interlachen Dr Eagan Designed By: Michael Hoium Project Date: Wednesday, November 07, 2018 Client Name: DR Horton Client City: Lakeville, MN Company Name: Sabre Plumbing & Heating Company Representative: Michael Hoium Company Address: 15535 Medina Road Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 -- Reference City: Minneapolis, Minnesota Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 Cheqk Figures Total Building Supply CFM: 1,226 CFM Per Square ft.: 0.264 Square ft. of Room Area: 4,642 Square ft. Per Ton: 1,641 Volume (ft3): 40,198 Buildiing Loads Total Heating Required Including Ventilation Air: 64,230 Btuh 64.230 MBH Total Sensible Gain: 27,286 Btuh 80 % Total Latent Gain: 6,665 Btuh 20 % Total Cooling Required Including Ventilation Air: 33,951 Btuh 2.83 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Wednesday, November 07, 2018, 1:21 PM RhvAc - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heatinq 1 1312 Intetiachen Dr Eagan Plymouth, MN 55447 Page 31 Load Preview Report Scope Building System 1 Ventilation Supply Duct Latent Return Duct Humidification Zone 1 1 -Basement 2 -Main Floor 3 -Second Floor Net ft. 2. Sen, Lat Net Sen Sys Sys: Sys Duct Ton /Ton Area Gain Gain Gain Loss Htg CFM Clg„ CFM Act Size CFM: 2.83 1,641 4,642 27,286 6,665 33,951 64,230 760 1,226 1,226 2.83 1,641 4,642 27,286 6,665 33,951 64,230 760 1,226 1,226 12x17 1,054 4,409 5,463 7,057 107 107 55 49 104 366 7,184 4,642 26,176 2,101 28,277 49,623 760 1,226 1,226 12x17 1,531 3,963 0 3,963 16,425 252 186 186 2--6 1,531 14,276 2,101 16,377 17,107 262 669 669 7--6 1,580 7,938 0 7,938 16,091 247 372 372 4--6 Wednesday, November 07, 2018, 1:21 PM Wednesday, November 07, 2018, 1:21 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 1312 Interlachen Dr Eagan Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Area Sen Lat Sen Total, Description Quan Loss Gain Gain Gain 1 DRH LowEE 3131: Glazing-DRH Windows, u -value 0.31, 405 10,928 0 7,238 7,238 SHGC 0.31 DRH LowEE 3132: Glazing-DRH Windows/Glass Doors, 88 2,374 0 2,182 2,182 u -value 0.31, SHGC 0.32 'Door H`_0 DR_o6_r 3-1 UF: --b- ­RH Exterior Door- .31 ctorl 37.8 1,018 0 281 281 .23 S _R15 Eag5`N­- 9ft: Wall-Basqpept, Custom, Eagan - 8" 450 2,310 0 228 228 poured concrete wall,A-1 5'oard insulation to footing, no interior fini8h-,-9`/fIoor depth Eagan - R15 4ft: Wall -Base. t Custom, Eagan - 8" 96 492 0 48 48 poured concrete wall 5 �oard insulation to footing, no interior'floor depth , 12F-Osw: Wall-Framqk-2 insulation in 2 x 6 stud 3385.2 19,144 0 2,927 2,927 cavity, no board in ion, siding finish, wood studs Eagan - R10 9ft: Wall -Base . Custom, Eagan - 8" 450 2,310 0 228 228 ;nt, poured concrete wall� R-1 board insulation to footing, no interior finis 9' floor depth RJ 20 Spray Foam: Wall -Frame, Custom,1��, Joist R-20.) 500.4 2,176 0 614 614 Closed Cell Spray Foam R49 1613-49: Roof/Ceiling-Under Attic with Insulation on 1580 3,162 0 1,744 1,744 Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, -49 Blown Insulation, No 9 (2' Radiant Barrier, Ven ed Attic, Asphalt Shingles 21A-20: Floor -Basement, Concrete slab, any thickness, 2 1531 3,596 0 0 0 or more feet below grade, no insulation below f oor. any floor cover, shortest side of floor slab is 20' wide P-32 R-32: Floor -Over open crawl space or garage, 216 564 0 52 52 Blanket insulation, 3/4" Foamboard�'9', -Custom,(R-30) 111 -any coyer .......... .......... Subtotals for structure: 48,074 0 15,542 15,542 People: 6 1,200 1,380 2,580 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 1,915 156 393 548 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 190, Summer CFM: 190 7,057 4,409 1,054 5,463 Humidification (Winter) 19.59 gal/day: 7,184 0 0 0 AEP Excursion:0 0 538 538 Total Building Load Totals: 64,230 6,665 27,286 33,951 Check A q - [ gures ----I J Total Building Supply CFM: 1,226 CFM Per Square ft.: 0.264 Square ft. of Room Area: 4,642 Square ft. Per Ton: 1,641 Volume (ft3): 40,198 [_Build'inn Loads --- Y. Total Heating Required Including Ventilation Air: Ll 64,230 Btuh 64.230 MBH Total Sensible Gain: 17,286 Btuh 80 % Total Latent Gain: 6,665 Btuh 20 % Total Cooling Required Including Ventilation Air: A,3,951 Btuh 2.83 Tons (Based On Sensible + Latent) Ltiotes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Wednesday, November 07, 2018, 1:21 PM Wednesday, November 07, 2018, 1:21 PM Rhvgkc . Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating �+I 1312 Interlachen Dr Eagan Plymouth, MN 55447`` Page 5 Detailed Room Loads - Room 1 - Basement Avera e Load Procedure I eneral Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 30.6 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,531.0 sq.ft. Supply Air: 186 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.8 AC/hr Volume: 13,779 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 63 CFM Runout Air: 93 CFM Percent of Supply.: 34 % Runout Duct Size: 6 in. Actual Summer Vent.: 29 CFM Runout Air Velocity: 473 ft./min. Percent of Supply: 15 % Runout Air Velocity: 473 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.140 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item -- -- - - Area - -U- - Httg Sen Clg Lat Sen Description ___ Quantit Value _ HTM Lass - HTM Gain Gate W -Wall-Eagan - R15 9ft 25 X 9 225 0.042 5.1 1,155 0.5 0 114 W -Wall-Eagan - R15 4ft 12 X 4 48 0.041 5.1 246 0.5 0 24 W -Wall-12F-Osw 12 X 5 60 0.065 5.7 339 0.9 0 52 W -Wall-12F-Osw 9 X 9 81 0.065 5.7 458 0.9 0 70 S -Wall-12F-Osw 50 X 9 365 0.065 5.7 2,064 0.9 0 316 E -Wall-12F-Osw 9 X 9 81 0.065 5.7 458 0.9 0 70 E -Wall-12F-Osw 12 X 5 60 0.065 5.7 339 0.9 0 52 E -Wall-Eagan - R15 4ft 12 X 4 48 0.041 5.1 246 0.5 0 24 E -Wall-Eagan - R15 9ft 25 X 9 225 0.042 5.1 1,155 0.5 0 114 N -Wall-Eagan - R10 9ft 50 X 9 450 0.050 5.1 2,310 0.5 0 228 W -Wall-RJ 20 Spray Foam 46 X 69 0.050 4.4 300 1.2 0 85 1.5 S -Wall-RJ 20 Spray Foam 50 X 1.5 75 0.050 4.4 326 1.2 0 92 E -Wall-RJ 20 Spray Foam 46 X 1.5 69 0.050 4.4 300 1.2 0 85 N -Wall-RJ 20 Spray Foam 50 X 1.5 75 0.050 4.4 326 1.2 0 92 S -GIs-DRH LowEE 3131 shgc-0.31 45 0.310 27.0 1,215 18.1 0 816 0%S (3) S -GIs-DRH LowEE 3132 shgc-0.32 40 0.310 27.0 1,079 18.6 0 744 0%S Floor -21 A-20 50 X 30.6 _ 1531 0.027 2.3 3,596 0.0 0 0 Subtotals for Structure: 15,912 0 2,978 Infil.: Win.: 0.0, Sum.: 0.0 2,016 0.000 0 0.000 0 0 Ductwork: 513 51 AED Excursion: 81 Lighting_ - --- - --- - ----- _ 250 853 Room Totals: 16,425 0 3,963 Wednesday, November 07, 2018, 1:21 PM Rhvac - Residential & Light Commercial HVAC Loads 1 Elite Software Development, Inc_ Sabre Plumbing & Heating 1312 Interlachen Dr Eagan Plymouth, MIS 55447 Paae 6 Detailed Room Loads - Room 2 - Main Floor (Average Load Procedure 0 7,075 Infil.: Win.: 0.0, Sum.: 0.0 1,940 0.000 0 0.000 0 0 Ductwork: 534 184 AED Excursion: Calculation Mode: Htg. & clg. 293 Occurrences: 1 1,380 Equipment: Room Length: 30.6 ft. 3,638 System Number: 1 1,705 Room Totals: Room Width: 50.0 ft. 14,276 Zone Number: 1 Area: 1,531.0 sq.ft. Supply Air: 669 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 13,779 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 66 CFM Runout Air: 96 CFM Percent of Supply.: 10 % Runout Duct Size: 6 in. Actual Summer Vent.: 104 CFM Runout Air Velocity: 487 ft./min. Percent of Supply: 15 % Runout Air Velocity: 487 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.148 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg -- Sen- -- Clg - - Lat Sen -I Q ggri tion:.__ _ _ _.... _ Quantity Value --. HTM Loss �_.. HTM_.. _ . __. Gain Ga ri_ W -Wall-12F-Osw 46 X 9 374 0.065 5.7 2,115 0.9 0 323 S -Wall-12F-Osw 50 X 9 330 0.065 5.7 1,866 0.9 0 285 E -Wall-12F-Osw 46 X 9 372 0.065 5.7 2,104 0.9 0 322 N -Wall-12F-Osw 50 X 9 376.2 0.065 5.7 2,128 0.9 0 325 W -Wall-RJ 20 Spray Foam 41 X 47.8 0.050 4.4 208 1.2 0 59 1.2 S -Wall-RJ 20 Spray Foam 50 X 1.2 58.4 0.050 4.4 254 1.2 0 71 E -Wall-RJ 20 Spray Foam 41 X 1.2 47.8 0.050 4.4 208 1.2 0 59 N -Wall-RJ 20 Spray Foam 50 X 1.2 58.4 0.050 4.4 254 1.2 0 71 N -Door-DRH Door 31 OF 3 X 6.7 20 0.310 27.0 539 7.4 0 149 N -Door-DRH Door 31 OF 2.7 X 6.7 17.8 0.310 27.0 479 7.4 0 132 S -GIs-DRH LowEE 3131 shgc-0.31 90 0.310 27.0 2,425 18.2 0 1,635 0%S (5) W -GIs-DRH LowEE 3132 shgc- 40 0.310 27.0 1,079 33.9 0 1,358 0.320%S S -GIs-DRH LowEE 3131 shgc-0.31 30 0.310 27.0 810 18.1 0 544 0%S (2) E -GIs-DRH LowEE 3131 shgc-0.31 30 0.310 27.0 810 33.0 0 990 0%S (2) E -GIs-DRH LowEE 3131 shgc-0.31 12 0.310 27.0 324 33.0 0 396 0%S N -GIs-DRH LowEE 3131 shgc-0.31 36 0.310 27.0 970 9.9 0 356 1000 oS (2)_ Subtotals for Structure: 16,573 0 7,075 Infil.: Win.: 0.0, Sum.: 0.0 1,940 0.000 0 0.000 0 0 Ductwork: 534 184 AED Excursion: 293 People: 200 lat/per, 230 sen/per: 6 1,200 1,380 Equipment: 901 3,638 Lighting: 500 1,705 Room Totals: 17,107 2,101 14,276 Wednesday, November 07, 2018, 1:21 PM Rhvec - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heatnq 5 1312 Interlachen Dr Eagan P1mt�uth, MN 55447 Page 7 Detailed Room Loads - Room 3 - Second Floor (Average Load Procedure) Infil.: Win.: 0.0, Sum.: 0.0 1,456 0.000 0 0.000 0 0 Ductwork: 502 102 AED Excursion: 163 Equipment: 0 478 Lighting:500 _ ..... _ _ 1,705 Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 31.6 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,580.0 sq.ft. Supply Air: 372 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 12,640 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 62 CFM Runout Air: 93 CFM Percent of Supply.: 17 % Runout Duct Size: 6 in. Actual Summer Vent.: 58 CFM Runout Air Velocity: 473 ft./min. Percent of Supply: 15 % Runout Air Velocity: 473 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.140 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htrg Sen CIg Lat Sen Qescrip#i©iq_. Quantity.- Value _ HTM Loss HTM Gain_ Gain I W -Wall-12F-Osw 41 X 8 316 0.065 5.7 1,787 - 0.9 0 273 S -Wall-12F-Osw 50 X 8 325 0.065 5.7 1,838 0.9 0 281 E -Wall-12F-Osw 41 X 8 328 0.065 5.7 1,855 0.9 0 284 N -Wall-12F-Osw 50 X 8 317 0.065 5.7 1,793 0.9 0 274 W -GIs-DRH LowEE 3131 shgc- 12 0.310 27.0 324 33.0 0 396 0.31 0%S S -GIs-DRH LowEE 3131 shgc-0.31 75 0.310 27.0 2,025 18.1 0 1,360 0%S (5) N -GIs-DRH LowEE 3131 shgc-0.31 75 0.310 27.0 2,025 9.9 0 745 100%S(5) N -GIs-DRH LowEE 3132 shgc-0.32 8 0.310 27.0 216 10.0 0 80 100%S(2) U P-Cei l -R49 1613-49 31.6 X 50 1580 0.023 2.0 3,162 1.1 0 1,744 Floor -P-32 R-32 18 X -2 216 0.030 2.6 564 0.2 0 52 Subtotals for Structure: 15,589 0 5,489 Infil.: Win.: 0.0, Sum.: 0.0 1,456 0.000 0 0.000 0 0 Ductwork: 502 102 AED Excursion: 163 Equipment: 0 478 Lighting:500 _ ..... _ _ 1,705 Room Totals: 16,091 0 7,938 Wednesday, November 07, 2018, 1:21 PM Site address 1312 Interlachen Dr EaganDate 11/7/2018 Contractor Sabre Plumbing & Heating Completed I B Michael H Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet (Conditioned area including Basement —finished or unfinished) 4642 Total required ventilation 190 A ,5 r C .� Number of bedrooms Continuous ventilation Directions - Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Table R403.5.2 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/ 1000-1500 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 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 0 195/98 4501-5000 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 ventilators (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 continuous 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. Section B Ventilation Method (Choose either balanced or exhaust only) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Exhaust only Ventilator) — cfm of unit in low must not exceed continuous Continuous fan rating in cfm ventilation ratine bv more than 1001/.. Low cfm: 105 V High cfm: 200 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 cfm 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 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 cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a largerfan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) ERV has wall control- set to 60%= 105 CFM ERV has wall control- set to 100%= 200 CFM 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 t.:-� �-r��3t't�rts►iiie�;d fir�trl c�lcl,fl�iduri�o frr �•n 3�I�e +Oi.� 'Ii t ov,-t,t+ id (iieteirniae(i from icalckriations from sada Sol.3.11 kxki d wdlti F°jl;h4iv"i t?t t ;'t ki,'Atxi iiisoeti t!Of , I, Il 04 -IRA' ftrtit. T J dt', �-ucation of d u t.'i '5ysttm',-,LnUlGIUunmdkt-UP dir ,%t�';t�.II.Oi��-'i''E�"f!.is 'Y•- ,�_ii:I' i�lJd=r _. . i.flti _ not rcgj •edl 4i and type (iouiid, iecta%ular, flex or rigid) Directions - In order to determine the makeup air, Table 501.4.1 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. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. Table 501.4.1 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- pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus- tion appliances vent or direct vent appliances fuel appliance or solid fuel appliances Column D Column A Column B Column C 1. 0.15 0.09 0.06 0.03 a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including 4642 unfinished basements) Estimated House Infiltration (cfm): [la 696 x 1b] 2. Exhaust Capacity a) continuous exhaust -only ventilation system ERV=O (cfm); (not applicable to ba- lanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked d) 80% of next largest exhaust rating Not (cfm); bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked Total Exhaust Capacity (cfm); 375 [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) 375 a) total exhaust capacity (from above) b) estimated house infiltration (from V X96 above) Makeup Air Quantity (cfm); [3a -3b] (if value is negative, no makeup air is needed) -321 4. For makeup Air Opening Sizing, refer to Table 501.4.2 NOT REQ'D 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 included.) 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 fule appliances. Table 501.4.2 Makeup Air Opening Sizine Table for New and Fxictina r)wPllina 1 mite 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. Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type 3�� Rigid, 4° Flex 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 IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. One or multiple power vent, direct vent ap- pliances, or no combus- tion appliances One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vented Multiple atmospherically gas or oil ap- vented gas or oil ap- pliance or one solid fuel pliances or solid fuel appliance appliances Duct di - ameter 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 —2 8 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 w motorized damper 318-419 196-2S8 136— 179 84-110 9 Passive opening w/motorized damper 420-539 259 —332 180 —230 111-142 10 Passive opening w/motorized damper 540-679 333 —419 231 — 290 143— 179 11 Powered makeup air >679 1>419 1>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. Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type 3�� Rigid, 4° Flex 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 IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 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: 80000 raft Hood Dan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: 40000 raft Hood Z Fan Assisted —]Direct Vent Input: Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. 824 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H 12 L MW 8JH Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: 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) i s less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan -assisted and power vent appliances Input: 40000 Btu/hr Use Fan -Assisted Appliances column in Table E-1 to find RVFA: 8000 ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: 0 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: 0 ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume TRV = RVFA + RVNDA TRV = 3000 +0 _ 3000 TRV ft3 Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) di vided by TRV (from Step 4a or Step 4b) Ratio = 1824 / 3000 = 0.61 Step 6: Calculate Reduction Factor (RF). RF = 1 mi n us Ratio RF = 1- 0.61 = 0.39 Step 7: Calculate single outdoor opening as if all combustion air is from outside. 40000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr di vi d ed by 3000 Btu/hr per inz CAOA = 40000 / 3000 Btu/hr per inz = 13-33 inz Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = 13.33 x 0.39 = 5.23 inz Step 9: Calculate Combustion Air Opening Diameter (CAOD) Q CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 V Minimum CAOA = 2.58 in. diameter go up one inch in size if using flex duct FG If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 S,000 2SO 375 188 52S 263 10,000 S00 750 375 1 OSO S2S 15 000 7SO 1-11-2-S- S63 1,57S 788 20,000 1,00-0- 1 500 7SO 2,100 1 OSO 2S,000 1,2S0 1,87S 938 1,313 30,000 1 500 2 2SO 112S -2,62S 3,1S0 1,S75 3S,000 1,750 2,62S 1 313 367S 1,838 40,000 2,000 3,000 1,500 4,200 2,100 4S,000 2,2S0 3,37S 1-,6-8--8 4 72S 2,363 S0,000 2 S00 3 750 1 675 5 250 55 000 2 750 4 125 2 063 5775 -2,62S 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2 438 6-,8-2-5- 3 413 70,000 3,500 5,250 2 625 7,350 3,675 7S,000 3,750 5,625 2 813 7 875 3,938 80,000 4 000 6,000 3,000 8,400 4,200 85,000 4,250 6,37S 3 188 892S 4,463 90,000 4 SOO 6,7S0 3 375 9,450 4,725 9S,000 4,750 7,12S 3S63 9 975 4,988 100,000 5,000 7 SOO 3,750 10,500 5,250 10S,000 5,2S0 7,875 3 938 11 025 5,513 110,000 5,500 8,250 4 125 11,550 5,775 115,000 S 750 8.625 4,313 12 075 6,038 120,000 6,000 9,000 4 S00 12,600 6,300 125,000 6,250 9,375 4 688 1-3,12-5 6,563 130,000 6,500 9,750 487S 13,650 6,82S 135,000 6 750 10 125 S063 14 175 7,088 140,000 7,000 10 500 S,250 14Y700 7 3SO 145,000 7,250 10,87S S438 1522S 7,613 150,000 7,500 11,250 5 625 15,750 7,87S 155 000 7,750 11,625 S,8-1-3- 16 275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6 188 1-7,3-2-5- 8,663 170,000 8,500 12,750 6 375 17 8SO 8,925 17S,000 8 750 13,12S 6 563 18 375 9,188 180,000 9,000 13,500 6 7SO 18,900 9 4SO 18S,000 9 2SO 13,875 6­93-8- 1942S 9,713 190 000. 9,500 14,250 7 125 19,950 195,000 9 7SO 14,625 7 313 20 475 -9,97S 10,238 200,000 10,000 15,000 7 500 21,000 10,500 20S,000 250 1S,375 716-8-8 21 525 10,783 210,000 500 15,750 7 875 22 OSO 11,02S 21S,000 L1O,75016 125 8 063 22 575 11288 220000 000 16 SOO 8 250 23,100 11 S50 22S,000 11,250 16,875 8,438 23,625 111,813 230,000 11,500 117,250 18,625 24,150 ][12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. EAGAN City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Dakota Path 4 I Add. Lot Number 4 Block Number Address 1312 Interlachen Drive Builder D. R. Horton Phone Number: 612-508-1642 Contact: Kevin Tree Protection Requirements: Replacement Trees: 3 Tree Protection Fencing Installed on Site (Erosion tubes) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Not Required: X As Follows: Two (2) Category B trees (>= 2.5" deciduous trees). Mitigation trees to be installed in front yard area following construction. An additional fifteen mitigation trees required in backyard area have already been installed by developer. EACaAN FORESTRY DIVISION Attachments: REVIEWED X Yes (Refer to att d ocuments for details) No r� / C / Additional Notes: IA�E 1 I r G H:\ghove\2017fiie\treepres\Tree Preservation Plan Dakota Path 4d Add. 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A w N� rn 1 Z7 ° �z 7rt- < E� m y m O :fDm m Q O c'r (Zj O -i N VC X O C i C is\� rQ �T C7 0 0 Q $ 9 g -a = °' °' p ° o ma= o c m 3 = :v 3c a m g (n m r y M \ O t\ �N N A 2 ' -JX X07 r+ rroi'm x U nLp O � r7 v i 1 OtIca J ow /o R �2 6' o / yr38 0 O` , �3 /. 9 O 8 ti� � ypj�t54 o totto0 13X00D> LA � 0 0 �O O O O O p p 0 0 0 m m m ro M m M � N N N V1 N V1 N N N O x'OC O o�°oca'aov n O'A -• 7 Jc' la m nom. O m m F n n Q= o < n p C = CM x = N ° m 3 = O rn LQz m r -I O a ; ovF<m Foo C 0o- m y Iowa �r- o OD oo.vm y. A w N� rn Z ►+ Z7 ° ° m ° m n -.0c I' < E� m y m O :fDm m Q O c'r (Zj O -i N X 0 a X O sin = v ro m m in m m=<nc5 rn '< ; O w rQ �T C7 0 0 Q $ 9 g t� 0 �' = °' °' p ° o ma= o c m 3 = :v 3c a m g (n m M c M a N 'V 3 N G N .�, S M ? /Zt 1 i/, < �. 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Block 3, DAKOTA PATH 4TH ' 223M VM CDUNTY R011D 42, SUITE 120, + W ADDITION, Dakota County, Minnesota. SVII.E, NN 55331 PNOW (OR) 890-8014 FAX (952) W -E244 \ \ 3 MAMMM�\ I / 4. A _..- '' Jam.. ✓/ / � \ \�. DL Wo. TV. ia'm PER PROnv� mss, �. � . _ _ �, OR, 4-4 CD F - w (D 0 2 z z i-: � ly 0 0- n C) (1) (n 0 0 06 0.5 Cid OZ5 06 06 06 LM < m < co < 00 < m < co < co < Z C) C) U C) U C) C) W LO Ln LO U-) LO Ljr) Lr) (N N CN (N N N CN CU 0 (1) > 0 0 U) 'Lo C) 0) E U (V Q) > 7E > -Y U) 0 w 4) 0 c (ID LL M M 00 E 0 < Z 4- M '2 Z (n > m -0 U) Z F-0 0 0 :3 X U) < 0 I z < 0 < w W Z W < 0 n - w o 0 C) < < wof W Z Z UJ L.L z w 0 Z < ty (/) = 0 wz w w z w w 0 0 0 < C) n 0(t) w < 0 z U) W 0 (Y) 0 :D w < m 0 0 w U- CD Li I LIK '71�r 40, IJ 3RD'�,ADPITIQN, TREES AA, 6 GG ti 2 m HE 61 N 9 0 r 4 K KK KI To. ?_' fir_ •� \ �. ? J FOUI TO L! MM TV BB BB H . FROW M 7 2 F 11A. 0 N F - z w 0 co CD co CO m co cn 06 06 F- 000 F- F- F- 0 (n 06 ED 06 0 06 m CZ5 co 05 ED co CD co co co co mm cL o- n ¢ < < <J J< Z �S C) C) C) C) 0 (D 0 C) C) W z icy LO Lo T- = 0 : C) © C:) a N S1N C6 M, bo bo Cb U) 0 C) 0 cu 0 N > W E .C: 0 0 CU C C: :3 .0 0 .— L - M cu <D w 0 La cn r- 0 = C)) 0 < Q) -a > o c E > cn Z Z (nco :3 70 CD :30) —M L- =3 (D ow CL - a) M 0) (n :3 Z F- :3 0 ca a) Lo m c C: < 1 E :3 E C 0 �5; L- cu 0 > >, co o 0 :D C3 Z z 0 0 7- 0 F- (D C) LU Z) m < 0 < Z CC ty < TZ ui = CL 0 w D < 0 w "T _j w 0 C) IL ui co C� < 0 �z z < 3: Z w w ui U) 0 ui 0 m < 0 < z UJ w 0 1-- w UJ Q� ED D w UJ LLI -j z C� N Fr _j -i z (J) w < z < z (D 0 F- >- o Lu w y== EL- (J) Z >- ly ui -i Z T- U 0— �5 it X�: CD =cy- 0 v Q w F- W 0 C( 0 0 W <C) 3: < 0 � U-) < W co < fy- 0 -r U) w :E 0 ui U) z co ]z z W 00 w CL co --) < C) Cr w w > 0 DZ 0 D < [C U) D 0 (.0 CY) CN (/) CY) CT) CIO 0 CO W N :D D o D 0 0 G 0 w w D D I D U- r) 0 w <m < M 0 C) w W 0 (D W F W 2 Z 0 I C) C) 0 --- L --L— 0 LOT SURVEY CHECKLIST FOR RESIDENTIAL } (BUILDING PERMIT APPLICATION � "{ PROPERTY LEGAL: /� { J d4 DATE OF SURVEY: 6 7 i LATEST REVISION: DOCUMENT STANDARDS o Registered Land Surveyor signature and company o Building Permit Applicant Legal description Address North arrow and scale House type (rambler, walkout, split w/o, split entry, lookout, etc.) Directional drainage arrows with slope/gradient % Proposed/existing sewer and water services & invert elevation o Street name Driveway (grade & width - in R/W and back of curb, 22' max.) Lot Square Footage o Lot Coverage 9=1 M/A-r1nn1c Existing ❑ ❑ a Property corners ❑ ❑ o Top of curb at the driveway and property line extensions dz ❑ ❑ o Elevations of any existing adjacent homes ye ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches 0 0 e Waterways (pond, stream, etc.) Proposed ❑ o Garage floor ❑ o Basement floor ❑ o Lowest exposed elevation (walkout/window) ❑ ® Property corners ❑ o Front and rear of home at the foundation k` o PRV Required PONDING AREA (if applicable) • Easement line o NWL o HWL • Pond # designation o Emergency Overflow Elevation • Pond/ Wetland buffer delineation o Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS ❑ ❑ Lot lines/Bearings & dimensions ❑ ❑ Right-of-way and street width (to back of curb) yY 0 ❑ o Proposed home dimensions including any proposed decks, overhangs greater than 2, porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ o Show all easements of record and any City utilities within those easements �' ❑ ❑ o Setbacks of proposed structure a . yard setback of adjacent existing structures ❑ ❑ o Retaining wall requirements: Reviewed By: Date% G:/1 Engineering/FORMS/Cert. of Survey Checklist Rev. 11-16-16 a 011X! SUM SlOpe3 C. : f z Walt Will IN►TA1 COWRO'L R1Mit PE (930.0) Denotes proposed elevation o�� o LAGAN ENGNiLLAI +G DEFT, O A)• \ \ l3` 104tc�s ,� \ \\601, `y u, 1076.7 i 0\ 1077.0) \N�j 5 r rn o 706f0• 26 0 0 , 6�2 1077.75tc 10-78.3 o�g,�l ` <1 BENCH MARK , SERV. Uj o \ 011< TOP OF SPIKE -- M PROPOSED C)' ELEV.=1076.26 `� n N DRIVEWAY / I \ O � I N \\ `� I p O7 C� 19.5io r� ' I \ % 3 1080.6 �\ • �,� 0 11.50 � ) % 19.0 0 N " "Q � CO r- o� GARAGE/� PORCHCo CD 19.0 00 r / I r r p O o SCALE IN FEET 0 30' 60' > . I C� M (� o PROPOSED o M o HOUSE ►� L6 w 1'— A / / A (WALKOUT) \ 31.0,7.0 ,�_ `. 1074.0_ °0 0 1071.0(107 . 93) ' �� '_ 4.17 �. 1072.3 0 a I 12.0' o \o i r PA - LTIO -� -- - T -31 x x `.__REAR OF BLDG PAD 1070.9 1071.5 PER GRADING PLAN DRAINAGE & UTILITY 18" MAPLE Y SPRUCE 2" SPRUCE +EASEMENT PER PLAT!' M 5 2" 2- CRAB 3" SPRUCE 2- SPRUCE Y PINE Y` 0 SPRUCE � 2.SPRUCE (1064.3) Ln " 2M SPRUCE FENCE LIES 2.8' SOUTH____.' OF PROPERTY CORNER L 0 T 4 v, �G x (1070.0) " 2" SPRUCE �t ` 2" ELM ,, 3OAK " S89040'58"W 160.10 2 PROPERTY DESCRIPTION �53�;) 5� 7 Lot 4, Block 3, DAKOTA PATH 4TH ADDITION, Dakota County, Minnesota PROPERTY ADDRESS 1312 Interlachen Drive, Eagan, Minnesota NOTES I. Bearings are based on the recorded plat. 2. Building dimensions shown are for horizontal and vertical placement of structure only. See architectural plans for building and foundation dimensions. 3. No specific soils investigation has been completed on this lot by James R. Hill, Inc. the suitability of soils to support the specific house proposed is not the responsibility of James R. Hill, Inc. or the surveyor. 4. No specific title search for existence or non-existence of recorded or un -recorded easements has been conducted by the surveyor as a part of this survey. Only easements per the recorded plat are shown. 5. Proposed grades shown were taken from the grading &/or development plan prepared by SATHRE-BERGQUIST, INC and James R. Hill, Inc. 6. Grading plan date/revision date: July 26, 2017. 7. Sanitary service invert elevation =1068.2 8. Plan No. 7070-B 'JORDAN' BENCHMARK Denotes set spike O Denotes set iron monument • Denotes found iron monument X Denotes found scribed "x" o Denotes set hub - Denotes proposed drainage tc Denotes top of curb X900.0 Denotes existing elevation (930.0) Denotes proposed elevation o�� o LAGAN ENGNiLLAI +G DEFT, O A)• \ \ l3` 104tc�s ,� \ \\601, `y u, 1076.7 i 0\ 1077.0) \N�j 5 r rn o 706f0• 26 0 0 , 6�2 1077.75tc 10-78.3 o�g,�l ` <1 BENCH MARK , SERV. Uj o \ 011< TOP OF SPIKE -- M PROPOSED C)' ELEV.=1076.26 `� n N DRIVEWAY / I \ O � I N \\ `� I p O7 C� 19.5io r� ' I \ % 3 1080.6 �\ • �,� 0 11.50 � ) % 19.0 0 N " "Q � CO r- o� GARAGE/� PORCHCo CD 19.0 00 r / I r r p O o SCALE IN FEET 0 30' 60' > . I C� M (� o PROPOSED o M o HOUSE ►� L6 w 1'— A / / A (WALKOUT) \ 31.0,7.0 ,�_ `. 1074.0_ °0 0 1071.0(107 . 93) ' �� '_ 4.17 �. 1072.3 0 a I 12.0' o \o i r PA - LTIO -� -- - T -31 x x `.__REAR OF BLDG PAD 1070.9 1071.5 PER GRADING PLAN DRAINAGE & UTILITY 18" MAPLE Y SPRUCE 2" SPRUCE +EASEMENT PER PLAT!' M 5 2" 2- CRAB 3" SPRUCE 2- SPRUCE Y PINE Y` 0 SPRUCE � 2.SPRUCE (1064.3) Ln " 2M SPRUCE FENCE LIES 2.8' SOUTH____.' OF PROPERTY CORNER L 0 T 4 v, �G x (1070.0) " 2" SPRUCE �t ` 2" ELM ,, 3OAK " S89040'58"W 160.10 2 PROPERTY DESCRIPTION �53�;) 5� 7 Lot 4, Block 3, DAKOTA PATH 4TH ADDITION, Dakota County, Minnesota PROPERTY ADDRESS 1312 Interlachen Drive, Eagan, Minnesota NOTES I. Bearings are based on the recorded plat. 2. Building dimensions shown are for horizontal and vertical placement of structure only. See architectural plans for building and foundation dimensions. 3. No specific soils investigation has been completed on this lot by James R. Hill, Inc. the suitability of soils to support the specific house proposed is not the responsibility of James R. Hill, Inc. or the surveyor. 4. No specific title search for existence or non-existence of recorded or un -recorded easements has been conducted by the surveyor as a part of this survey. Only easements per the recorded plat are shown. 5. Proposed grades shown were taken from the grading &/or development plan prepared by SATHRE-BERGQUIST, INC and James R. Hill, Inc. 6. Grading plan date/revision date: July 26, 2017. 7. Sanitary service invert elevation =1068.2 8. Plan No. 7070-B 'JORDAN' BENCHMARK Top nut of hydrant located at Lots 1 and 2, Block 3 = 1078.16 oP FLOOR ELEVATIONS ' Proposed Garage Floor @ Front = 1080.8 Garage Top of Block = 1080.2 �G House Top of Block = 1080.2 +�oJ�� IoJ Lowest Floor = 1072.53 Ly�P QPM\ HARD COVER CALCULATIONS Lot = 15,415 sq. ft. or 0.3539 Acres �tK' House/Garage/Porch = 2,360 sq. ft. or 15.31% of Lot Area < -� Driveway = 910 sq. ft. 6-�o DRIVEWAY TOTAL 1,193 S.F. ` %0 •� ��,, `'A+ SURVEYOR'S CERTIFICATE j �0o's I n ereby certify that this survey, plan or report was prepared by me or under �. my direct supervision and that I am a duly Licensed Land Surveyor under the .0-1 ` o ��° laws of the State of Minnesota. That this survey does not purport to show all 91 �'G of improvements, easements or encroachments, to the property except as shown thereon. Signed this 17th day of October, 2018 1" SPRUCE ,----FENCE LIES 2.25' SOUTH "'������'"""`+•.,� OF PROPERTY CORNER Ma us F. Hampton, M 1 BRAUN Page of :mt-dson 10/14 INTERTEC The Science You Build On. Daily Soil Observation Notes Project No.: 1 `J U 32-Oi't,E 1 Date: 1/42-/ \\ (1E) `Report No.: Project Name: 1-212-n ✓� �G G �Is ECOroject Location: 1..-0it"'{ ,&(--31t- 3 t b, \.o-*. Ait, y Client: b„ Temp/Weather: 2o° Project Manager: Ju'C W1" Time Arrived: Departed: Areas Observed: ❑ Building Pad ❑ House Pad ❑ Roadway ❑ Pkng/walks ❑ Footing ❑ Proof Roll ❑ Other(describe) Soil report available? ❑ Yes ❑ No Report reviewed? ❑ Yes ❑ No Report prepared by: Get copy Benchmark: Icv-e7c,✓ S-J-J ff Benchmark elevation : VA e j Benchmark provided by: ,V�',� Finish floor elevation : ct, ,(>,�V Bottom of footing elevation(..-.3,...,_ K.L Bottom of excavation elevation: C � ta, /,„ Approved plans available? Specified compaction : Fill source: Oversizing appears adequate? ❑ NA cy Yes ❑ No Soils observed agree with Soils report? ❑ Yes 0 No Soils appear adequate for design loads? (X'` Yes ❑ No Proposed project bearing capacity(psf): �)U Contractor notified of results? ][X� Yes ❑ No Name of person notified: l' c j-e' K ‘,.41 btL filr`b-, Was a copy of this report left on site? Yes ❑ No If so,whom was it submitted to? '4' mom= lif .11, ' - _ ap „., Rev ,. __ +,,,....... e. h 1 11111 1 i 1 • E �01 '‘, e Milait ci P-e iii ' -.) - 1 .EIS EMI #411111 - 111,63* lei„,„„,„ - - „-41 ei. . , .,- ."---• ailiiiiMi Miiiiiiiik'iiiiii‘W711 P c roll�'3 1.1-el • i'le. .� 11111111111 - I111.11111,NH i d Illial .._. : I Lf ! i , moo. E IN ( III E I i Notes/Comments: 1111 , - U Li- 0-12'5 i i j C-F \ • � E__ i € Jr ; , , L T- ' bottom elevations, do=e excavated, Qsersizincg and type of bottom soils on sl<etch ? ' Performed By: Reviewed By: Date: This is a preliminary report and i provided solely as evidence that field observations and/or testing was performed. Observations and/or conclusions and/or recommendations conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. RECEIVED FEB 277Uq Jeffrey Wheeler From: Nick Hanson <nick.hanson@hansongroupmn.com> Sent: Wednesday, February 27, 2019 9:56 AM To: Jeffrey Wheeler; Lue Lee Subject: Re: 1312 Interlachen Dr, D. R. Horton �:z✓Z,��r .#- (5g g,5^¢f We are comfortable with that provided that the HTT5 is nailed into 3" of wood material and the studs are fastened together with a minimum of of(26)10d nails. Simpson requires a 3" depth for the 2.5" nails to penetrate. Thank you Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612) 708-3572 www.hansonproupmn.com 3407 Kilmer Lane North Suite#4 Plymouth, MN 55441 On 2/27/2019 9:43 AM,Jeffrey Wheeler wrote: Thanks Nick. Is it OK if they add the dbl stud at the hold down location (approx. 6" in from the outside corner as specified on the plan) Thanks, Jeff Wheeler u OF ; Jeffrey Wheeler ' ' z Building Inspector "" 0 3830 Pilot Knob Rd I Eagan, MN 55122 • ^. ; Office:651-675-5680 4•ass•sv` https://www.cityofeagan.com From: Nick Hanson <nick.hanson@hansongroupmn.com> Sent: Wednesday, February 27, 2019 9:22 AM To:Jeffrey Wheeler<JWheeler@cityofeagan.com>; Lue Lee<LLee@drhorton.com> Subject: Re: 1312 Interlachen Dr, D. R. Horton Jeff, I'm basing this off the 5470 plan. I have not reviewed the 7070 plan to determine if it is the same plan. 1.All horizontal joints are to have blocking installed per R602.10.10 at braced wall locations. I am fine with the replacement of OSB for gyp board-but all horizontal joints are required to be blocked and fastened to edges per our notes. 2. The holdown is not installed with a double stud per Simpson requirements. The holdown is to be attached to a double stud with anchorage per our detail 5/S1. The holdown may be rotated in order to fit into the corner. Thank you Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612) 708-3572 www.hansongroupmn.com 3407 Kilmer Lane North Suite#4 Plymouth, MN 55441 On 2/26/2019 3:58 PM,Jeffrey Wheeler wrote: Hi Nick: Please see the attachments As we discussed on the phone the plans for the home at 1312 Interlachen Dr was submitted as a Model Jordan-7070- B Attached to those plans were page S-1 for a model 5470-B-GR dated 2/17/15 and Page S-2 for a Model 5470-GR dated 8/27/18, both with project#5.050 The file size was too big for one E-mail, I will send page S-1 in a separate E-mail I have 2 questions Picture one shows the back side of an interior braced wall panel at the rear of the garage where the gyp does not go all of the way to the top plate. The ceiling on the other side is dropped to the top of the gyp height. My question does this require horizontal blocking at the horizontal seam between the gyp and the OSB. Picture 2 shows the lower right hand corner of the shearwall on 4/S2. In the picture the left side of the corner is the shear wall.You see they did not install the dbl stud in the outside corner and the anchor installed is not in a location to be attached to the dbl stud if it was there. What is the alternative attachment they can use? Please call or E-mail if you need more info Thanks, 2 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA155343 Date Issued:05/10/2019 Permit Category:ePermit Site Address: 1312 Interlachen Dr Lot:4 Block: 3 Addition: Dakota Path 4th PID:10-19543-03-040 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. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 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 - Dr Horton Inc Minnesota 20860 Kenbridge Ct Ste 100 Lakeville MN 55044 Taplin Soft Water Inc 10977 101st Place N Maple Grove MN 55369 (651) 730-9700 Applicant/Permitee: Signature Issued By: Signature For Office Use I a Permit#: EAGANPermit Fee: ' JVED /0 -a-9 Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 [IL T 2 9 2019 Staff: l buildinginsoections a(�.citvofeagan.com 2019 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 10/29/2019 Site Address: 1312 Interlachen Dr., Eagan, MN 55123 Unit#: Phone: 651-270-3267 Name: James Bishop Resident/ 1312 Interlachen Dr., Eagan, MN 55123 Owner Address/City/Zip: Applicant is: ✓ Owner Contractor Type of Work Description of work: Install new deck on back of house (16'x31') $10 000 Construction Cost: Multi-Family Building: (Yes /No 1 ) Company: Contact: Contractor Address: City: y� State: Zip: Phone: Email: f, i C .).t-a p &t1 K-L,, oidi License#: 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 classified as non-public if you provide specific reasons that would.ermit the Cit to conclude that the 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.comisubscribe. 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.aoaherstateonecall.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 s. x James Bishop x Applicants Printed Name Applica s Signature ( / h(fcL /t P/9 DO NOT WRITE BELOW THIS LINE 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* 4 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 67a0 Occupancy �'�,( MCES System Plan Review Code Edition . d (SAC Units (25%_100% v ) � Zoning (� /s City Water Census Code / $b( Stories Booster Pump #of Units t Square Feet h/7/ PRV #of Buildings 1 Length /. Fire Suppression Required Type of Construction ——T Width 3/ REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) ‘14 Final/ No C.O. Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof: Ice&Water _Final Pool:_Footings Air/Gas Tests _Final XFraming 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick EFTS 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: f f'f , Building Inspector RESIDENTIAL FEES/ ✓ Base Fee /G if!( O --706.0 Surcharge Plan Review /495- MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Radio Meter Read Copies �l . oZ / S—O TOTAL Page 2 of 3 • Jeffrey Wheeler /E0 7/ From: Pam Dudziak Sent: Tuesday, March 31, 2020 12:42 PM To: Jeffrey Wheeler Subject: RE: 1312 Interlachen Dr, permit application for a deck on an R-15 lot Attachments: SKM_C654e20033110470.pdf Follow Up Flag: Follow up Flag Status: Completed This is one of the larger lots in Dakota Path (south of the trail easement),and is subject to R-1 standards. There is a private buffer easement over the southern 15'-20'of this lot abutting Lebanon Hills Regional Park. Because the buffer easement is with the County and not the City and by separate document rather than dedicated on the plat, it doesn't show up on the survey. The easement is filed in Laserfiche. This development is not in a Shoreland Overlay District, so the 25%max impervious coverage does not apply. This is okay from a zoning standpoint. The proposed deck appears to stay outside of the buffer easement, and otherwise satisfies R-1 zoning standards. Pam oF .�c' Pam Dudziak 7 Planner = 3830 Pilot Knob Rd I Eagan, MN 55122 Office:651-675-5691 +�c�a»�o` ;' https://www.cityofeagan.com From:Jeffrey Wheeler<JWheeler@cityofeagan.com> Sent:Tuesday, March 31,2020 10:50 AM To: Pam Dudziak<pdudziak@cityofeagan.com> Subject: 1312 Interlachen Dr, permit application for a deck on an R-1S lot Good morning Pam: Please see the attachment for the site plan,for a proposed deck at 1312 Interlachen Dr. This is an R-1S lot. The permit app was submitted in October and has apparently waiting here for planning approval. Thanks, Jeff 1 tra9-069 (ass) xvd 1+09-068 (ash) :34ONd Y M o}osauulw '/(}uno0 o}o>Io0 'NOLLIOOb c 0 Z L££S9 NW '3T11ASNanB Hit HI`dd dl0>I` CI `£ '10018 `t 101 m ap Z a� J M 'OZL 311f1S ti, 0V02! ALNf100 1S3M 009E U O (\ satA3nans / sa33NION3 / sa3MlVld MOSIMimr - MI �raINH at Q 5 = ^ ° oo LT_ o iq p I— (n `II�H �H sewer ao� a c s M o L I LIA2il1S SIO SLVOLALL2�0 U O s 0.U V1 N ' Y W Y H ' VI . C L O i a) N cl" m L Y Q. 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