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4754 Winged Foot Trail L rs y&_. o _ 9,yb c fi 11, PL / - 'co -CO I For Office Use i .16‘1 : S �a-- .oo - 0C) i y��v �i / y Permit#: Ni? 6&0- 01 Permit Fee: Q� �%(/0. cif RECEIVED Date Received: 3-1-/9 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 MAR 01 2019 Staff: buildinginspections(a)cityofeagan.com L 2019 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 2 f'2t/fri Site Address: +1 , IA il�lg0� n Trl Unit#: r'Y VVV q Name: . V 1t 1! 1 1110. Phone:d102• I ef•�00d0 Resident! 20600 �OfiyCi Owner Address/City/Zip: G . .11 L. X // ''ll U nnIK IF Applicant is: Owner Contractor . 1� ( 4. + , Type Of Work Description of work:104 i• 4I.t 1, k� $41 7 ,y�j D Y Construction Cost: 3141/'�n% Multi-Family Building: (Yes /No 10114.) Company: t Hort"/ Iria' Contact:l!/�a r Contractor Address: 20$40 + City: State:M,1. Zip:W(i Phone4.1111%2'1 '71)wEmail: �r01d) 04}'Itbl1. Opm License#: 076 600*461 Lead Certificate#: If the project is exempt from lead certification, please explain why: G010141 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In th last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? nnoml. A '_ -•_ {,� Yes No If yes, date and address of master plan4 1 0 Silt IS 11726' ( Lm� Yrive• Licensed Plumber: `� 0y� � L. i'�I.q Phone:10, irl • 24 VI K a a V lr Mechanical Contractor: '�+�. Phone: �}+ 4 Sewer&Water Contractor: :/1�� rt ,W $I Phone: ���. �b , , Ifil Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if ou .rovide s•ecific reasons that would permit the Ci to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeaoan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved� plan in the case of work which requires a review and approval of plans. prArotrA Applicant's Printed Name Applica itgnature DO NOT WRITE BELOW THIS LINE /47,---(7/ t i n &d �of l �S-D ' SUB TYPES Foundation Fireplace Porch (3-Season) Exterior Alteration (Single Family) Single Family Garage Porch (4-Season) Exterior Alteration (Multi) _ Multi Deck Porch (Screen/Gazebo/Pergola) Miscellaneous 01 of Plex Lower Level Pool Accessory Building WORK TYPES f\, New Interior Improvement Siding Demolish Building* _ Addition _ Move Building Reroof _ Demolish Interior Alteration Fire Repair Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION 3 )/$'L1.3n �Valuationccupancy b1MCES System Plan Review l Code Edition ,A, ( SAC Units (25% 100% ) Zoning R 0 114, City Water Census Code Stories Booster Pump #of Units Square Feet 111 PRV #of Buildings Length ) Fire Suppression Required Type of Construction ----f6--- Width REQUIRED INSPECTIONS Footings (New Building) ` Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) 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 A • Framing 30 Minutes . 1 Hour Drain Tile Fireplace: is, Rough In Air Test Final Siding: Stucco Lath (,Stone Lat Brick_ EFIS Insulation Windows Sheathing Retaining Wall: Footings Backfill Final Sheetrock X. Radon Control Fire Walls Fire Suppression: Rough In Final Braced Walls (_' Erosion Control Shower Pan Other: Reviewed By: 11/ , Building Inspector RESIDENTIAL FEES UAtiVielti ��]° yib,s7) ; �q 9-s ;s ;Base Fee ( l / ` 7 Surcharge .L.FON ' Q-'."' q 7`J-; Plan Review / ( /r MCES SAC o � / ► -- ll/�D � }� 9,�f9 City SAC y15;73 .., �/J o Utility Connection Charge 3 / 6,1111IS&W Permit & Surcharge 7 ( Cif J _ 9�U o/y5Treatment Plant Y I �t / Copies 41 ' + v �i TOTAL , .- 17PPag 2 of 3 3911 5-s 7? New Construction Energy Code Compliance Certificate D.R-HUJffON` Date Certificate Posted _: «` 2t Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 3/1/19 Mailing Address of the Dwelling or Dwelling Unit 4754 Winged Foot Trail Name of Residential Contractor MN License Number DRHorton BC605657 Community Plan ID Eagan 7031 THERMAL ENVELOPE IRADON SYSTEM c Type:Check All That Apply X Passive(No Fan) 0 >, F. p Active(With fan and monometer or at S o other system monitoring device) _� Q ° i✓ U ' a Fa m U Location(or future Location)of Fan: `° o _o n a Insulation Location .oir, z ro �' u O w In Attic k ,, t° n ii, 2 ° w° .- a! z 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(1st Floor+) R-20 X Interior I 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 X 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 R-410A Passive Manufacturer Bryant Rheem Bryant Powered Interlocked with exhaust device. Model 912SC48080517 PROG5042NRH67PV BA13NA042 Describe: Input in 80000 Capacity in 50 Output in 3.5 Other,describe: Rating or Size BTUS: Gallons: Tons: AFL'E or 92% SEER or 13 Location of duct or system: Efficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALL 67,871 30,955 37,465 Cfin's I "round duct UK Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfins: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 60%=105 High: l00%=200 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room [ Locations of Fans,describe: Chn's Capacity continuous ventilation rate in cfms: 95 5 "round duct OR Total ventilation(intermittent+continuous)rate in dins: 190 "metal duct 4754 Winged Foot Trail 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 Friday, March 01,2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating 4754 Winged Foot Trail Eagan Plymouth,MN 55447 Page 2 Project Report General PrpeCt 4imatlon Project Title: 4754 Winged Foot Trail Eagan Designed By: Michael Hoium Project Date: Friday, March 01, 2019 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 Design Data �, < Reference City: Minneapolis, Minnesota Building Orientation: Front door faces Southwest 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 -15.33 n/a 30% 72 33.90 Summer: 88 73 50% 50% 75 35 ,::heck Flo ores . ' Total Building Supply CFM: 1,401 CFM Per Square ft.: 0.282 Square ft. of Room Area: 4,965 Square ft. Per Ton: 1,590 Volume (ft3): 42,655 rIt ftdinq Loads _ = Total Heating Required Including Ventilation Air: 67,871 Btuh 67.871 MBH Total Sensible Gain: 30,955 Btuh 83 Total Latent Gain: 6,510 Btuh 17 Vo Total Cooling Required Including Ventilation Air: 37,465 Btuh 3.12 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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. Friday, March 01, 2019, 9:21 AM �A h,� : *- 47 4 Load Preview Report Sy Net ft? Sen La Net Sen HtSys Cts Act Sys Duct Scope Ton /Ton Area Gain Gain Gain Loss 9 g Size CFMI CFM CFM Building 3.12 1,590 4,965 30,955 6,510 37,465 67,871 814 1,401 1,401 System 1 3.12 1,590 4,965 30,955 6,510 37,465 67,871 814 1,401 1,401 12x19 Ventilation 1,054 4,409 5,463 7,057 Humidification 8,513 Zone 1 4,965 29,901 2,101 32,002 52,301 814' 1,401 1,401 12x19 1-Basement 1,470 4,027 0 4,027 15,124 235 189 189 2-6 2-Main Floor 1,465 13,791 2,101 15,892 15,839 247 646 646 6--7 3-Second Floor 2,030 12,083 0' 12,083 21,338 332 566 566 6 6 Friday, March 01, 2019, 9:21 AM Rhvac-Residential&Light Commercial HVAC Loads y'.; Elite Software Development,Inc. Sabre Plumbing&Heating 4754 Witi*ZOot,TrairEagari; Plymouth,MN 55447 ,,. gage"4 Total Building Summary Loads Cvtrip��f � :bat •1l Din ruin :$ la......,° �E F DRH LowEE 3131: Glazing-DRH Windows, U-value 0.31, 428 11,553 0 10,822 10,822 SHGC 0.31 DRH LowEE 3132: Glazing-DRH Windows/Glass Doors, 80 2,158 0 1,872 1,872 U-value 0.31, SHGC 0.32 DRH LowEE 3123: Glazing-DRH Door w/Sidelite, U- 16 432 0 364 364 value 0.31, SHGC 0.23 DRH LowEE 3028: Glazing-DRH Windows, U-value 0.3, 15.8 411 0 420 420 SHGC 0.28 DRH Door 31 UF: Door-DRH Exterior Door- .31 U Factor, 41.8 1,126 0 311 311 .23 SHGC, U-value 0.31 DRH- R15 8ft: Wall-Basement, Custom, DRH-8" poured 540 2,772 0 274 274 concrete wall, R-15 board insulation to footing, no interior finish, 8'floor depth, U-value 0.042 DRH-R15 4ft:Wall-Basement, Custom, DRH-8"poured 96 492 0 48 48 concrete wall, R-15 board insulation to footing, no interior finish, 4'floor depth, U-value 0.041 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 3234.5 18,289 0 2,798 2,798 cavity, no board insulation, siding finish,wood studs, U-value 0.065 DRH- R10 8ft: Wall-Basement, Custom, DRH-8"poured 396 2,033 0 201 201 concrete wall, R-10 board insulation to footing, no interior finish, 8'floor depth, U-value 0.05 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 513.6 2,234 0 628 628 Closed Cell Spray Foam, U-value 0.05 R49 16B-49: Roof/Ceiling-Under Attic with Insulation on 2030 4,062 0 2,241 2,241 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles, U- value 0.023 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1470 3,453 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide, U-value 0.027 P-32 R-32: Floor-Over open crawl space or garage, 666 1,739 0 160 160 Custom, R-30 Blanket insulation, 3/4" Foamboard R- 2, any cover, U-value 0.03 Subtotals for structure: 50,754 0 20,139 20,139 People: 6 1,200 1,380 2,580 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 17, Summer CFM: 0 1,547 0 0 0 Ventilation: Winter CFM: 190, Summer CFM: 190 7,057 4,409 1,054 5,463 Humidification (Winter)23.21 gal/day : 8,513 0 0 0 AED Excursion: 0 0 3 3 Total Building Load Totals: 67,871 6,510 30,955 37,465 Check Figures 777rf,3 1 Total Building Supply CFM: 1,401 CFM Per Square ft.: 0.282 Square ft. of Room Area: 4,965 Square ft. Per Ton: 1,590 Volume (ft3): 42,655 Bu lding Loa,:a Total Heating Required Including Ventilation Air: 67,871 Btuh 67.871 MBH Total Sensible Gain: 30,955 Btuh 83 % Total Latent Gain: 6,510 Btuh 17 % Total Cooling Required Including Ventilation Air: 37,465 Btuh 3.12 Tons(Based On Sensible+ Latent) Friday, March 01, 2019, 9:21 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc- Sabre Plumbing&Heating 4754 Winged Foot Trail Eagan Plymouth,MN 55447 • Page 5 Total Building Summary Loads (cont'd) Notes _ ��..,amu ` :. Rhvac is an ACCA approved Manual J, D and S 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. Friday, March 01, 2019, 9:21 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software OeveNoOMOnt,Inc. Sabre Plumbing.&Heating 4754 Winged FOOt:traittagan Plymouth,MN':55447 :.' Page 6 Detailed Room Loads - Room I - Basement (Average Load Procedure) � a Genera) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 29.4 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,470.0 sq.ft. Supply Air: 189 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 13,230 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 55 CFM Runout Air: 94 CFM Percent of Supply.: 29 % Runout Duct Size: 6 in. Actual Summer Vent.: 26 CFM Runout Air Velocity: 480 ft./min. Percent of Supply: 14 Vo Runout Air Velocity: 480 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.144 in.wg./100 ft. Actual Summer Infil.: 0 CFM . ' ty i-DeScnties ' . . gi � '' tIT ;, tosw . SE-Wall-DRH- R15 8ft 30 X 9 270 0.042 5.1 1,386 0.5 0 137 SE-Wall-DRH-R15 4ft 12 X 4 48 0.041 5.1 246 0.5 0 24 SE-Wall-12F-Osw 12 X 5 60 0.065 5.7 339 0.9 0 52 NE-Wall-12F-0sw 44 X 9 311 0.065 5.7 1,759 0.9 0 269 NW-Wall-12F-Osw 12 X 5 60 0.065 5.7 339 0.9 0 52 NW-Wall-DRH-R15 4ft 12 X 4 48 0.041 5.1 246 0.5 0 24 NW-Wall-DRH-R15 8ft 30 X 9 270 0.042 5.1 1,386 0.5 0 137 SW-Wall-DRH- R10 8ft 44 X 9 396 0.050 5.1 2,033 0.5 0 201 SE-Wall-RJ 20 Spray Foam 42 X 63 0.050 4.4 274 1.2 0 77 1.5 NE-Wall-RJ 20 Spray Foam 44 X 66 0.050 4.4 287 1.2 0 81 1.5 NW-Wall-RJ 20 Spray Foam 42 X 63 0.050 4.4 274 1.2 0 77 1.5 SW-Wall-RJ 20 Spray Foam 44 X 66 0.050 4.4 287 1.2 0 81 1.5 NE-Gls-DRH LowEE 3131 shgc- 45 0.310 27.0 1,215 22.8 0 1,026 0.31 0%S (3) NE-Gls-DRH LowEE 3132 shgc- 40 0.310 27.0 1,079 23.4 0 936 0.32 0%S Floor-21A-2050 X 29.4 1470 0.027 2.3 3,453 0.0 0 0 Subtotals for Structure: 14,603 0 3,174 Infil.: Win.: 5.6, Sum.: 0.0 1,806 0.288 521 0.000 0 0 AED Excursion: 0 Lighting: 250 853 Room Totals: 15,124 0 4,027 Friday, March 01, 2019, 9:21 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heatingilk) 4754 Winged Foot Trail Eagan Plymouth,MN 55447 :H.^. � Page 7.> Detailed Room Loads - Room 2 - Main Floor (Average Load Procedure) General � .,, . .r ' -4 E...., r,4, c ,:.. • Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 29.3 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,465.0 sq.ft. Supply Air: 646 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 13,185 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 58 CFM Runout Air: 108 CFM Percent of Supply.: 9 Runout Duct Size: 7 in. Actual Summer Vent.: 88 CFM Runout Air Velocity: 403 ft./min. Percent of Supply: 14 Vo Runout Air Velocity: 403 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.082 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item fig Sen ICl I Hest iO4'14- ,,• w �. ...-. .. �.�.a .teft� � woes-..� � ;... HTM .: ; Loss HT�[� �lrl SE-Wall-12F-0sw 42 X-9- 9 378 0.065 5.7 2,138 0.9 0 327 NE-Wall-12F-0sw 44 X 9 284 0.065 5.7 1,606 0.9 0 246 NW-Wall-12F-0sw 42 X 9 358 0.065 5.7 2,024 0.9 0 309 SW-Wall-12F-0sw 44 X 9 272.2 0.065 5.7 1,539 0.9 0 235 SE-Wall-RJ 20 Spray Foam 45.5 X 53.1 0.050 4.4 231 1.2 0 65 1.2 NE-Wall-RJ 20 Spray Foam 64 X 74.7 0.050 4.4 325 1.2 0 91 1.2 NW-Wall-RJ 20 Spray Foam 45.5 X 53.1 0.050 4.4 231 1.2 0 65 1.2 SW-Wall-RJ 20 Spray Foam 64 X 74.7 0.050 4.4 325 1.2 0 91 1.2 SW-Door-DRH Door 31UF 3 X 8 24 0.310 27.0 647 7.4 0 179 SW-Door-DRH Door 31UF 2.7 X 6.7 17.8 0.310 27.0 479 7.4 0 132 NE-Gls-DRH LowEE 3131 shgc- 30 0.310 27.0 810 22.8 0 684 0.31 0%S (2) NE-Gls-DRH LowEE 3131 shgc- 30 0.310 27.0 809 22.8 0 684 0.31 0%S NE-GIs-DRH LowEE 3131 shgc- 12 0.310 27.0 324 22.8 0 274 0.31 0%S NE-Gls-DRH LowEE 3132 shgc- 40 0.310 27.0 1,079 23.4 0 936 0.32 0%S NW-Gls-DRH LowEE 3131 shgc- 12 0.310 27.0 324 22.8 0 274 0.31 0%S NW-Gls-DRH LowEE 3131 shgc- 8 0.310 27.0 216 22.8 0 182 0.31 0%S SW-Gls-DRH LowEE 3131 shgc- 66 0.310 27.0 1,780 29.2 0 1,928 0.31 0%S (4) SW-Gls-DRH LowEE 3123 shgc- 16 0.310 27.0 432 22.8 0 364 0.23 0%S (2) .... Subtotals for Structure: 15,319 0 7,066 Infil.: Win.: 5.6, Sum.: 0.0 1,804 0.288 520 0.000 0 0 AED Excursion: 2 People: 200 lat/per, 230 sen/per: 6 1,200 1,380 Equipment: 901 3,638 Lighting: 500 1,705 Room Totals: 15,839 2,101 13,791 Friday, March 01, 2019, 9:21 AM Rhvac Residential&Light Commercial HVAC LoadsElite Software Aeveeloiment,Inc. Sabre=Plumbing&Heating 4754 Winged Foot.Trail Eagan Plymouth.MN'-55447 , Page 8 Detailed Room Loads - Room 3 - Second Floor (Average Load Procedure) +w7°41 *T,I .. . ,' A `,`�'• ;•.. t --\-A>, ,' i;...'...E t 4. i,., , 'ate.i ^a -,10• Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 40.6 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 2,030.0 sq.ft. Supply Air: 566 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 16,240 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 78 CFM Runout Air: 94 CFM Percent of Supply.: 14 Runout Duct Size: 6 in. Actual Summer Vent.: 77 CFM Runout Air Velocity: 481 ft./min. Percent of Supply: 14 % Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.144 in.wg./100 ft. Actual Summer Infil.: 0 CFM ItsAr+agip' Description . Quantity k ®!,, : tflii;;''''W11 :..' 7 g; A 111<` SE-Wall-12F-0sw 45.5 X 8 364 0.065 5.7 2,058 0.9 0 315 NE-Wall-12F-0sw 64 X 8 387 0.065 5.7 2,188 0.9 0 335 NW-WaIl-12F-Osw 45.5 X 8 364 0.065 5.7 2,058 0.9 0 315 SW-Wall-12F-0sw 64 X 8 396.2 0.065 5.7 2,241 0.9 0 343 NE-GIs-DRH LowEE 3131 shgc- 105 0.310 27.0 2,835 22.8 0 2,394 0.31 0%S (7) NE-Gls-DRH LowEE 3131 shgc- 20 0.310 27.0 540 22.8 0 456 0.31 0%S (2) SW-Gls-DRH LowEE 3131 shgc- 90 0.310 27.0 2,430 29.2 0 2,628 0.31 0%S (6) SW-Gls-DRH LowEE 3028 shgc- 15.8 0.300 26.1 411 26.7 0 420 0.28 0%S SW-Gls-DRH LowEE 3131 shgc- 10 0.310 27.0 270 29.2 0 292 0.31 0%S UP-Ceil-R49 16B-49 40.6 X 50 2030 0.023 2.0 4,062 1.1 0 2,241 Floor-P-32 R-32 2 X 12 24 0.030 2.6 63 0.2 0 6 Floor-P-32 R-32 11 X 22 242 0.030 2.6 632 0.2 0 58 Floor-P-32 R-32 20 X 20 4000.030 2.6 1,044 0.2 0 96 Subtotals for Structure: 20,832 0 9,899 Infil.: Win.: 5.4, Sum.: 0.0 1,752 0.289 506 0.000 0 0 AED Excursion: 1 Equipment: 0 478 Lighting: 500 1,705 Room Totals: 21,338 0 12,083 Friday, March 01, 2019, 9:21 AM Site address 4754 Winged Foot Trail Eagan Date 3/1/2019 Contractor Sabre Plumbing & Heating Completed Michael H By Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4965 Total required ventilation 190 Basement—finished or unfinished) -- 5 Continuous ventilation ^ Number of bedrooms y 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) 1 Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sa.ft.) continuous continuo is con in io us ontin io s ontin io s ontin uo us 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 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 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 n Exhaust only Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating in cfm ventilation rating by more than 100%. _ Low cfm: 05 High cfm: 200 Continuous fan rating in cfm(capacity must not exceed L 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 air flow 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 SII 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 larger fan 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%=105cfm ERV has wall control-set to 100%=200cfm 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. Saetion E Make-up air Passive (determined from calculation',horn Table 501.3,1)' Powered(determined from calculations from fable 501.3,1)` 1 Interlocked wexhaustdevice(determinedfrcmcalculatonfromTable501.31) J ° NA__ describe: __ _ Location of duct or system ventilation make-up air:l Determined from make-up air ncening table Clot Sbe and type(round,rectanplar,flexor rigid) (NR leans not required) 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 4965 unfinished basements) Estimated House Infiltration(cfm):[la 745 x ib] 2.Exhaust Capacity ERV-0 a)continuous exhaust-only ventilation system (cfm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 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 745 above) Makeup Air Quantity(cfm); • [3a–3b) —370 (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer NOT REQ'D to Table 501.4.2 A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be 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 Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. ICombustion air Not required per mechanical code(No atmospheric or power vented appliances) i Passive(see IFGC Appendix E,Worksheet E-1) Size and type 14" Rigid, 5" 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 I 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. 672.75 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 LxWxH ® L FIN 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: 3000 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)divided by TRV(from Step 4a or Step 4b) • Ratio= 672.75 / 3000 = 0.22 Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1-0.22 = 0.78 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 Btuhrdivided by 3000 Btuhr perin2 CAOA= 40000 3000 Btuhr perin2= 13.33 int Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x 0.78 = 10.34 int Step 9:Calculate Combustion Air Opening Diameter(CAOD) G CAOD=1.13 multi lied bythe squ are root ofMinimum CAOA CAOD=1.13 V Minimum CAOA= 3.63 in.diametergo upone inch in size P if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. IFGC Appendix E,Table El Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 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 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 _10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 _11,625 5,813 16,275 8,138 160,000 8,000 12,000 .6,000 16,800 8,400 165,000 ' 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 • 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 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 t- 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 4th Add. Lot Number 10 Block Number 1 Address 4754 Winged Foot Trail Builder D. R. Horton Phone Number: 612-297-7197 Contact: Nick Tree Protection Requirements: 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: Replacement Trees: Not Required: X As Follows: Five (5) Category B trees (>= 2.5" deciduous trees) mitigation trees to be installed following construction, this includes (one(1) Discovery elm and one(1)Autumn Blaze maple Maple in the backyard area, one(1) Northern red Oak in west side yard area, and two (2) Littleleaf Linden in - • • - Attachments: EAGAN FORESTRY DIVISION X Yes (Refer to a :c ►R IEWEDtails) Awl No BYLam ; Additional Notes: ii l '^JAATT 1 H:\ghove\2019fi1e\t epTi!!4ee1'rlsE_. M_. 11_1....t..14.1. 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' ' .. 1/l \ ' - , 0 , u 1 \ \. /,.' /a,"iII- s0. 4,1,.... -,,, 01-," N irk0, ,..,, — 16, ,,, J -� ... . ... 20‘ 7.: ( , , .. / „,.., 1 , to: ,, -_,,. ,,, ---,..;,.. - . . ii , ,__v . . . ...,......._._, , _______ :r . .., . . ...,_. , , \ . .!: 0 1 I 323” .. ..•:, . ....,..., 7,44--s �, �e 1 11 V_ _ /::----T7s*---L------,.--, I1 - �-—�1 I LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLI ATION PROPERTY LEGAL: i.pr � JOS11 t `'44 -6711(\ DATE OF SURVEY: I/241/ LATEST REVISION: a c ca YQ -tea O Z < DOCUMENT STANDARDS • ❑ ❑ • Registered Land Surveyor signature and company pJ ❑ ❑ • Building Permit Applicant ,Q ❑ ❑ • Legal description ,e( ❑ ❑ • Address if ❑ 0 • North arrow and scale fit ❑ 0 • House type(rambler,walkout, split w/o, split entry, lookout, etc.) / ❑ ❑ • Directional drainage arrows with slope/gradient% Al 0 ❑ • Proposed/existing sewer and water services&invert elevation • ❑ ❑ • Street name /J ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22' max.) • ❑ ❑ • Lot Square Footage X( ❑ ❑ • Lot Coverage ELEVATIONS Existing / ❑ ❑ • Property corners ❑❑ • To of curb at the driveway and property line extensions P p ❑ • Elevations of any existing adjacent homes Z ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches • ❑ ❑ • Waterways(pond, stream,etc.) Proposed ❑ ❑ • Garage floor ,g ❑ ❑ • Basement floor ,ef ❑ ❑ • Lowest exposed elevation(walkout/window) ,j ❑ ❑ • Property corners /g' 0 0 • Front and rear of home at the foundation Y • PRV Required PONDING AREA(if applicable) ❑ PI CI • Easement line ❑f�' ❑ • NWL ❑ ,Zr ❑ • HWL ❑ ❑ • Pond#designation ❑ l' 0 • Emergency Overflow Elevation U 11 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings&dimensions 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) • ❑ ❑ • Show all easements of record and any City utilities within those easements ❑ ❑ • Setbacks of proposed structure an• ey•rd etback of adjacent existing structures ❑ ❑ • Retaining wall requirements: Reviewed By L Date.3/Of G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev. 11-16-16 tiZ9-069 (Z96) :(Vd 1409-068 (lS6) 3NOHdr •o}osauum '�luno0 0}0)i00 'NOI1100b co • LCC NH '3llNSNaf1B ELL-17 Hlb'd `d.ON`d0 'L >1002 'O l 401 } U) W O Z U- 'OZn mins Zi' avoa AJNl0O 1S31% 000 rn Z J rn n O SN0A3Aaf1S / SN33NION3 / Sb3NNVld v1O NN - Da kau10H Fa x cL W ° v o •ou ` I • sauce ao3 W Q M M W II.Hn�ns doYoo a N o , 4 4— +O c .r _ ai aci o Q Q " c ,_ 3 +� c o -o @ o -o = ° 0 14 ° E ° T Q ,,, v (i a ,- -a c ra t. • 1 / U w Tu 0 L w > —. • Cro Q O v �oa -av � c +' � Q � on. 0 (Ua mc a ° 4-, +' rac(13 +' U. 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O ! viiiie, , I ,, , \ \,0::?, 9 . . t.‘ 7 A., ,4v. 0, /1 :.:.! etA <4.• /0 ,q- 0 ' SeQ^ o / 'y ! /o \ /Sys, ryo/ Z0, /'p /� h� JM / <.7:co UOU1 / '-, 7/ A. \Y- k ^ so o! so! s ` / / ho / ,. ......., • 2s. V , /„. 4-4 .0c\I C)... / 0OO �� -o .� /`/ � W E cu CU TU> ' z O , , ,.0fC, _ 0 0 9e 1.0 6> • 141) (0 0 to r, Q C • L � UOD N O 0 , , ' / :v. , . ,n _ao� �, ' �, , CoQO -o -o c O4° 'c o O ' t �� ,n i c C t Q ''' Q 'Cr 1 ', OL � in �, , Os / ‘CS Vf• V, V 4- 4- VI _ 4.. a, OQ � `ooV W � 1, � � � � � � � ° ° ° ° ° ° a, a, ° o * O o © 000000000 V. T (0 ••":: �� ccccCCccC V � ' Lj ^• � l000000000 E W � o` ,. 0 /i & e�oQ � ti04,• . g ii 00 O r r�� F - is ri lin Am/ CO a do • xo ' � c►» c'� Za BRAUN Page of cmt-dson 10/14 I NTE RTEC The Science You Build On. Daily Soil Observation Notes Project No.: —3 15 03 c 0 z'/"• C7 / Date: 47/7/0/74, Report No.: Project Name: i_crf IO. 1'f•-,E I l ;:4; U ,-. Project Location: )� L,... T.+jj Ea rvl. Client: T _`. 14 r 4 '..�.^, Temp/Weather: -> V t C ;D.nd v Project Manager: 5-;=;P we R''/,/-.I? Time Arrived: 9 -J' Departed: Soil Observation Areas Observed: O Building Pad j4 House Pad O Roadway O Pkng/walks 0 Footing ❑ Proof Roll 0 Other(describe) Soil report available? ( Yes 0 No Report reviewed? ❑ Yes ❑ No Report prepared by: Get copy Benchmark: al Benchmark elevation : Benchmark provided by: cG 'nish floor elevation : Bottom of footing elevation : Bottom of excavation elevation: Approved plans available? Specified compaction : i,,,, i, Fill source: Oversizing appears adequate? ❑ NA 0 Yes 0 No Soils observed agree with Soils report? __&d--Yes 0 No Soils appear adequate for design loads? 0 Yes ❑ No Proposed project bearing capacity(psf): Contractor notified of results? ( 3 Yes ❑ No Name of person notified: lt/\ 4- {,J/ PI;)if r &co S, Was a copy of this report left on site? Q Yes ❑ No If so,whom was it submitted to? �e e lc/ r,/.a‘„,,,.., . 14k z__.-__ __- _ - ?, ...,.„,____ . . _ . 111 57 . . .- .. ..- ' ' Notes Comments: F ✓r < 1 '` �?�<�o,L : /tet �:�:--/-�,�e, 'S-'.-„ �, -.��,�;t l•,�t�SP -1�o .T-, ,,q5 . ?Pt r`k o r r h' 0,...,1,-,. ,. 4.r 1,1 r r ✓ r1)1a.4 ! etnc: r,/a j�'i , ,' "� "t!/ .5 . /� de.,,f i• -`((" .1" C t l.- ,, v_': o'„-c_r- 414 ' II,�,ed-e e LO,,'; o lf,F'l:!-€c”.' C 1 A.r l3C Ii' N I- 4 f h(J Q.je t rtt i'�Pork, / p �1 }S G\ i_.-- A � Q y /(�yrr/�, � _.-,„ t c' `l.. �a O!. CI8'4a f ��` . ,. J7 r �"LvY,"•ftl �a, 1�1Ia!t�,��',-i�'� ���`J 1/ Write bottom elevations, datelccavated, oversizing and type of bottom soils on sketch .-,- r .p... ‘ 'Performed Performed By: _' ` ` r 1. - Reviewed By: Date: This is a preliminary report and is 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. MiTeIC MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield,MO 63017 314-434-1200 Re: 307910-C NC Roof Repair The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Villaume Industries. Pages or sheets covered by this seal: I37182814 thru 137182814 My license renewal date for the state of Minnesota is June 30,2020. k U J lliv(t Rif I Hereby certify that this plan,sped• fication,or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional -er under t - •rs of the ate of Minnesot$ . TEVEN E.FOX DATE REG.NO.21980 May 23,2019 Fox, Steve IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g., loads,supports,dimensions,shapes and design codes),which were given to MiTek orTRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENC 0 has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSI/TPI 1,Chapter 2. a Job Truss Truss Type Qty Ply NC Roof Repair 137162814 307910-C Al Common 10 1 Job Reference(optional) Villaume Industries,Inc,St.Paul,MN-55121, Run:8.3 E 0 May 10 2019 Print:8.300 E May 10 2019 MiTek Industries,Inc.Wed May 22 16:18:07 Page:1 ID:HsSK BL9G3V6GvtRoa3RUzRXIo-gXodn9wVpOC4401KWz6bu6j57oSyJMOyZ BErHzDufm • [1-4-0} 6-9-3 14-3-2 l -0{ 20-0-0 + 24-11-10 2S-8-14 33-2-10 I 39-8-6 I 1-4-0 6-9-3 7-5-15 01_9-1 4-11-10 4-11-10 _9 7-5-12 6-5-12 o APPLY 2 X 4 X 4'SPF NO.2 SCAB(S)TO EACH FACEOF TRUSS CENTERED REPAIR:WEB 15-13 BROKEN APPROX 2'DONN FROM JOINT 15 ON DAMAGE.ATTACH WITH(0.131"X 3")NAILS PER THE FOLLOJNNG NAIL MTHN 618 SCHEDULE 1 ROW:SPACED t 4"0.C. — STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE •` FOR A NET 2"O.0 SPACING IN THE TRUSS. USE 2"MEMBER END DISTANCE. r7; MTH18 ` H18 4x8 ,11,...,..74x88.k. 4 _ 8 8� 2x3 p 4 2x3* 4- 3 9 Alkitx60 T 11 — 1/ 23 24 14 25 26 13 27 28 12 29 30 , 6x8 ii 3x4 n 5x12= 3x4= 5x10 n 0-9-8 10-2-4 I 20-0-0 29-9-12 I 39-8-6 I 04-8 10-1-12 9-9-12 9-9-12 9-10-10 Scale 1:80.7 Plate Offsets(X,Y): [2:0-3-8,Edge],[5:0-0-11,0-1-2],[5:0-0-11,0-1-2],[6:0-1-3,0-1-12],[6:0-1-3,0-1-12],[7:14-9-10,22-6-5],[7:14-9-10,22-6-5],(11:0-5-15,Edge],[13:0-6-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL(roof) 35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.40 12-13 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.88 Vert(TL) -0.71 12-13 >671 180 BCLL 0.0* Rep Stress Incr YES WB 0.53 Horiz(TL) 0.19 ' 11 n/a n/a BCDL 10.0 Code MNSRC2015/ Matrix-MS Weight:172 lb FT=20% TP12007 LUMBER 1) Unbalanced roof live loads have been considered for TOP CHORD 2x4 SPF 2100F 1.8E*Except*5-6,7-6:2x4 this design. SPF No.2 2) Wind:ASCE 7-10;Vult=115mph(3-second gust)V BOT CHORD 2x4 SPF 1650F 1.5E (IRC2012)=91 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft; WEBS 2x3 SPF No.2*Except*14-3,12-9:2x3 SPF Cat.II;Exp B;Enclosed;MWFRS(envelope)exterior Stud,4-8:2x4 SPF No.2 zone;cantilever left and right exposed;end vertical left WEDGE Left:2x6 SPF 1650F 1.5E and right exposed;Lumber DOL=1.60 plate grip SLIDER Right 2x6 SPF 1650F 1.5E—2-0-0 DOL=1.60 BRACING 3) All plates are MT20 plates unless otherwise indicated. TOP CHORD Structural wood sheathing directly applied or 4) Attach MiTek MTHNH18(Half and Half Plate)on each 2-2-0 oc purlins. face of truss with USP NA11 nails(0.131"x 1.5")in pre- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc punched holes provided.All nail holes must be filled(6 bracing. Nails per side 12 nails total). WEBS 1 Row at midpt 4-13,13-15,8-13,4-15, 5) See HINGE PLATE DETAILS for plate placement. 8-15 6) Provisions must be made to prevent lateral movement of JOINTS 1 Brace at Jt(s):15 hinged member(s)during transportation. REACTIONS (lb/size) 2=2178/0-5-8,11=2063/ 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Mechanical 8) *This truss has been designed for a live load of 20.0psf Max Horiz 2=269(LC 5) on the bottom chord in all areas where a rectangle Max Uplift 2=-125(LC 8),11=-99(LC 9) 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (Ib)-Maximum Compression/Maximum chord and any other members,with BCDL=10.0psf. Tension 9) All bearings are assumed to be SPF 1650F 1.5E TOP CHORD 1-2=0/62,2-3=-3084/181,3-4=-2782/206, crushing capacity of 425 psi. 4-5=-553/72,5-6=-381/91,6-7=-381/91, 10)Refer to girder(s)for truss to truss connections. 7-8=-553/72,8-9=-2718/205, 11)Provide mechanical connection(by others)of truss to I Hereby certify that this plan,speoi- 9-10=-2970/179,10-11=-756/0 bearing plate capable of withstanding 99 lb uplift at joint fication,or report was prepared by BOT CHORD 2-23=-248/2584,23-24=-248/2584, 11 and 125 lb uplift at joint 2. me or under my direct supervision 14-24=-248/2584,14-25=-96/2032, LOAD CASE(S) Standard and that •• duly Linen.-- Pro- 25-26=-96/2032,13-26=-96/2032, fessi• al Engi ,er u - r the laws 13-27=-10/1919,27-28=-10/1919, of the to of PA' n- 12-28=-10/1919,12-29=-73/2359, 29-30=-73/2359,11-30=-73/2359 WEBS 3-14=-507/217,4-14=-61/736, STEVEN E.FOX 4-13=-179/457,13-15=-39/4,8-13=-154/482, 8-12=-60/659,9-12=-450/214, 4-15=-1763/148,8-15=-1763/148 DATE REG.NO.21980 NOTES May 23,2019 •A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an individual building component,not I• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,D5B-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ! Chesterfield,MO 63017 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA157984 Date Issued:09/18/2019 Permit Category:ePermit Site Address: 4754 Winged Foot Tr Lot:10 Block: 1 Addition: Dakota Path 4th PID:10-19543-01-100 Use: Description: Sub Type:Residential Work Type:Underground Sprinkler System Description:PVB 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. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - RPZ/PVB/Lawn Irrigation $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 Sabre Plumbing Heating & A/c Inc 15535 Medina Road Plymouth MN 55447 (763) 473-2267 Applicant/Permitee: Signature Issued By: Signature f of Eq �� C 0 O ,m 9 @4ISNE9 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax:(651)675-5694 buildinginsoections( cityofeagan.com Address: 4754 Winged Foot Tr Permit#: 154320 The following items were/were not completed at the Final Inspection on: A i l� � x : fa ;r` , - cad 3 ,°;,,, ',,), S T '','14';,..3 Y n., e .<p 'a3,-, Final grade - 6"from siding Permanent steps—Garage ?C. Permanent steps—Main Entry �( Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope X Sod / Seeded Lawn 2( Trail / Curb Damage /1, ,° tM6/1 Porch IV o h/rt,_ Lower Level Finish i•hr/v Deck SON IIL Fireplace ' ( • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. oz,Building Inspector: PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA159270 Date Issued:12/04/2019 Permit Category:ePermit Site Address: 4754 Winged Foot Tr Lot:10 Block: 1 Addition: Dakota Path 4th PID:10-19543-01-100 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