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4712 Prairie Dunes Way mle, ,L 11-K-1.0 01119 -(eco Use BLUE or BLACK Ink I For Office Use �" ' PL t � ��Cl r ,, 4011'' ' f L11 l� ��� / © /bb Permit#: ,,`�u`'�'(� , P�Cilyof na�al �� 'V`� I -ermit Fee: /O 5./ J 3830 Pilot Knob Road �� —i/ Eagan MN 55122 .CEq; • p: • ' — , I 7 g ��� f L„�,,�,� _, �G�,�'�Date Received: Phone: (651)675-5675 , X l�� /v)2 I Fax:(651)675-5694 v`' SEP 7 1 21 • - I Staff: 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 7/2-//1/ Site Address: 47! Z p /le-/e b VAiL S WA-7' Unit#: Name: hie. fibpir,A) Phone: Resident/ Owner Address I City I Zip: Applicant is: ,( Owner X Contractor ��� Description of work: /I e& �II'1 /�, - awf Type of Work ✓� y A' Construction Cost:,?4 p R'I g oo Multi-Family Building: (Yes I NoiJI( ) I ` Company: big 11-0g1-0 Al Contact: 812100y1E f/t1K J 7 Address: 2.0$60 Ke4 brikli G.)rt City: /4 keds/1 e Contractor +I V / t State:�J/y Zip:05 YV Phone(452)VP-78DbEmaiL OMhdre ti @drftOribl1,4,AI License#:13C605b 57 Lead Certificate#: ('- ......---.... \\ If the project is exempt from lead certification, please explain why: 77 Alegi, ails lieu c-fioil -207 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? EX Z P1I ' S/2 11 Yes X No If yes, date and address of master plan: 1NRxe-� s vie 57/50 NAS 7-e-L. t Licensed Plumber: 5 , IP4U/Ylt31i✓6 Phone: 76 3- q7 3-22-ep 7 Mechanical Contractor: A-f 1.-6 bI /f7 A)Ca Phone: 763- 'J73-22,4. 7 L Sewer&Water Contractor: -it -t Pum //l)4 Phone: /JAZ r ft �IT7 Fire Suppression Contractor: Phone: NOTE:Plants and supporting documents that you submit are considered to be public information !ortions of the information maybe-classified-as non-public if you provide specific reasons that Would permit he City to conclude that they are trade secrets ,. , '-‘:,:;,:;,,j1;44,-,,,,,,.. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 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 z ; !/t L x --J Applicant's Printed Name App ' is Signature Page 1 of 3 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* 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 J Valuation ) Occupancy MCES System Plan Review Y,) Code Edition )`' SAC Units (25% 100% Zoning ,/� City Water Census Code Stories Booster Pump #of Units Square Feet Q , g, PRV #of Buildings Length ° Fire Suppression Required Type of Construction V6 Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) ) Final/C.O. Required Footings (Addition) Final/ No C.O. Required ((, Foundation )e-Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: Ice &Water Final Pool: Footings _Air/Gas Tests Final Framing 30 Minutes X 1 Hour Drain Tile Fireplace: )(Rough 1�Rough In )( Air Test V Final Siding: Stucco Lath /Stone Lat _Brick_EFIS Insulation tWindows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In Final Braced Walls x Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES !„s �� VI 113 j 11 Base Fee ' / SurchargeAl'ami =- '� r t Plan Review ,* MCES SAC „ 7 01 510;6k0 City SAC �� 713 ?� }14/ �` 1 c 12 ,3 3 Utility Connection Charge � `Y T{��.(.��; S&W Permit & Surcharge _ c b--()Treatment Plant r/1 q yam/ ) l) 2Y 59 -` ( i'ZCopies -'QQ to TOTAL Page 2 of 3 - „itt City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 NEW SINGLE FAMILY DWELLING - BUILDING PERMIT REQUIREMENTS Site Address: lf7/2 Pie-nber : vA/63 k'4- Applicant: /-/orbN' Phone Number: Check ✓Appropriate Box One (1)signed and completed building permit application including a current contractor license number. Two (2) copies of detailed plans, drawn to scale including but not limited to; foundation plan and wall design including foundation wall insulation, radon control system, floor plan(s), cross section(s), elevation plan(s), beam size(s),joist size(s)and spacing. 0 /MA'SMX. VI Three (3) copies of a scaled Certificate of Survey prepared by a Minnesota registered land surveyor complying with City approved Survey requirements (maximum size 11 x 17). vr One (1) copy of Energy Code design criteria, labeled on plan, verifying that the building envelope meets the provisions of Table R402.1.1. Exceptions would include one of the following calculations that must be submitted for approval: o R-value computation method per Table R402.1.1. o Total UA alternative per Table R402.1.3. o Engineered systems alternative per R405. One (1)copy of calculated heat loss/gain and calculated cooling load verifying HVAC sizing in compliance with the Minnesota Energy Code 2015 (ACCA Manual J 8th Edition)or equivalent, approved by Building Official. One (1) copy of IFGC Appendix E, Worksheet E-1 calculating combustion air size, AND One (1) copy of IMC Table 501.4.1 calculating makeup air quantity. 121 One (1) copy of ventilation calculations including ventilation rate, conditioned square footage space and number of bedrooms verifying compliance with the 2015 Minnesota Energy Code R403.5. ❑ Two (2) copies of the individual lot tree preservation plan, if required by the development contract, shall be in accordance with the Eagan City Code. Lf' One (1) copy of mandatory Building Certificate R401.3 in the Energy Code. Please reference following page for requirements. ut One (1)copy of the braced wall design path, per R602.10. Page 3 of 3 /V-90 New Construction Energy Code Compliance Certificate B.ItHO' 1 ` Date Certificate Posted 4 ? .41.010 Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 9/21/17 Mailing Address of the Dwelling or Dwelling Unit 4712 Prairie Dunes Way Name of Residential Contractor MN License Number DRHorton BC605657 Community Plan ID Eagan 5450 THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No Fan) 0 ^� Active(With fan and monometer or b other system monitoring device) 0 a 3 = o ti Qa Lj tI T Location(or future Location)of Fan: cc 4is .. .. C .D Insulation Location o z a c rn :c o F z w w w w° u a Other Please Describe Here Below Entire Stab 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 Intenor Rim Joist(1°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 X Describe other insulated areas Building Envelope air Tightness: Duct system air tightness: I 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-410A Passive Manufacturer Bryant Rheem Bryant Powered Interlocked with exhaust device. Model 912SC48080S17 PROG5042NRH67PV BA13NA036 Describe: Input in 80000 Capacity in 50 Output in 3 Other,describe: Rating or Size BTUS: Gallons: Tons: AEUE or 92% SEER or 13` Location of duct or system: Efficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALL 64,437 28,884 35,940 Cfm's ( "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 cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 40%=124 High: 70%=217 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: Cfm's Capacity continuous ventilation rate in cfms: 103 4 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 205 "metal duct • • 4712 Prairie Dunes Way 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 Thursday,September 21,2017 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. Rhvac Residential 8 Light Commercial HVAC Loads �j� Elite 5ottw i v fop r t Inc Sabre Ptumbi 9&He • • •• 4712 Pratr Duns c art r'Pititti th,,,M T55447 wry,.,. :: " ,P,. ge;2' Project Report ., :.. Project Title: 4712 Prairie Dunes Way Eagan Designed By: Michael Hoium Project Date: Thursday, September 21, 2017 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 ,..y,,., ... 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 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 'fir• � _ •:F i c� s ,�S• ,: .10 Total Building Supply CFM: 1,297 CFM Per Square ft.: 0.265 Square ft. of Room Area: 4,884 Square ft. Per Ton: 1,631 Volume (ft3): 37,519 Total Heating Required Including Ventilation Air: 64,437 Btuh 64.437 MBH Total Sensible Gain: 28,884 Btuh 80 % Total Latent Gain: 7,056 Btuh 20 % Total Cooling Required Including Ventilation Air: 35,940 Btuh 2.99 Tons(Based On Sensible+ Latent) Totes ytiy c b sem . %._.. , 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. Thursday, September 21, 2017, 8:27 AM Rhvac Fv,isMeotkal&Light Commef di fl4 IAG Loads ,,, S' !,rey T Elite Software DeveIo ri��nc Sabre'P1uintsiiig&I-e tin 'rr i ,A,„,,''‘'''')''''''' �fne Durles�tay Eagan .PIvmouth,'MN(4641f ✓� ,, :wa„,,, , _fir ' ,,.,, , '''Piflati Load Preview Report Net ft.2= # Sen 1 Lat Net, Sen Sys Sys l Sys Duct Scope , Ton /Tont Area[ Gain CFGain' Gain Loss FMj CFMj Mi Act CFM Size Building 2.99 1,631 4,884 28,884 7,056 35,940 64,437 754` 1,297 1,297 System 1 2.99 1,631 4,884 28,884 7,056 35,940 64,437 754 1,297 1,297 12x18 Ventilation 1,138 4,757 5,894 7,614 Supply Duct Latent 136 136 Return Duct 70 62 132 465 Humidification 7,258 Zone 1 4,884 27,676 2,101 29,777 49,100 754 1,297 1,297 12x18 1-Basement 1,484 3,871 0 3,871 14,942 230 181 181 2--6 2-Main Floor 1,618 13,733 2,101 15,834 16,674 256 643 643 6--6 3-Second Floor 1,782 10,072 0 10,072 17,484 269 472 472 5--6 Thursday, September 21, 2017, 8:27 AM Rhvac fae ideptiat&;Light Commercial HVAC ,i, j�� Lite Softwaretevelotsment,tnc, Sabre Plumbin &Heating 4712 Prh, 1+ y'Eagarr' 1P1ymouth.MN a '' • �..,,f% .:y Page 4; Total Building Summary Loads DRH LowEE 3131: Glazing-DRH Windows, u-value 0.31, 375 10,118 0 9,296 9,296 SHGC 0.31 DRH LowEE 3132: Glazing-DRH Windows/Glass Doors, 88 2,374 0 2,112 2,112 u-value 0.31, SHGC 0.32 DRH Door 31 UF: Door-DRH Exterior Door- .31 U Factor, 37.8 1,018 0 281 281 .23 SHGC DRH-R15 8ft-4in: Wall-Basement, Custom, DRH-8" 550 2,432 0 145 145 poured concrete wall, R-15 board insulation to footing, no interior finish, 8'-4"floor depth DRH-R15 4ft-4in: Wall-Basement, Custom, DRH-8" 104 384 0 4 4 poured concrete wall, R-15 board insulation to footing, no interior finish, 4'-4"floor depth 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 3324.5 18,800 0 2,873 2,873 cavity, no board insulation, siding finish,wood studs DRH- R10 8ft-4in: Wall-Basement, Custom, DRH-8" 416.7 1,982 0 110 110 poured concrete wall, R-10 board insulation to footing, no interior finish, 8'-4"floor depth RJ 20 Spray Foam:Wall-Frame, Custom, Rim Joist R-20 516.7 2,248 0 634 634 Closed Cell Spray Foam R49 16B-49: Roof/Ceiling-Under Attic with Insulation on 1782 3,566 0 1,967 1,967 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1484 3,486 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide P-32 R-32: Floor-Over open crawl space or garage, 275 718 0 66 66 Custom, R-30 Blanket insulation, 3/4" Foamboard R- 2, any cover Subtotals for structure: 47,126 0 17,488 17,488 People: 6 1,200 1,380 2,580 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 2,439 198 500 698 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 205, Summer CFM: 205 7,614 4,757 1,138 5,894 Humidification (Winter) 19.79 gal/day ......... 7,258 0 0 0 Total Building Load Totals: 64,437 7,056 28,884 35,940 checker ... .. ; 'r ,¢ Total Building Supply CFM: 1,297 CFM Per Square ft.: 0.265 Square ft. of Room Area: 4,884 Square ft. Per Ton: 1,631 Volume(ft3): 37,519 Bu�ldiq Load ,i. ... Inangafillitaltign,.. Total Heating Required Including Ventilation Air: 64,437 Btuh 64.437 MBH Total Sensible Gain: 28,884 Btuh 80 % Total Latent Gain: 7,056 Btuh 20 13/0 Total Cooling Required Including Ventilation Air: 35,940 Btuh 2.99 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. Thursday, September 21, 2017, 8:27 AM 0, hvac Reside hitt .44igttt,Commerciai HVAC Loads r�, p� ' Mite oftwire i?evelopment inc. Sabre Plumbin &Keating �' O, % 47't 1P panes Way E ate % ... Pape Detailed Room Loads - Room I Basement (Average Load Procedure) Oigeral,,, s„ /, 71» .�J :i>a :� s mi„:z firm A4``...... 44r1.1\.:2c�a.4 1::: , � �.'�.,��„ag'i Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 29.7 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,484.0 sq.ft. Supply Air: 181 CFM Ceiling Height: 8.3 ft. Supply Air Changes: 0.9 AC/hr Volume: 12,367 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 62 CFM Runout Air: 91 CFM Percent of Supply.: 34 Runout Duct Size: 6 in. Actual Summer Vent.: 29 CFM Runout Air Velocity: 462 ft./min. Percent of Supply: 16 % Runout Air Velocity: 462 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.133 in.wg./100 ft. Actual Summer Infil.: 0 CFM Ite .� ��Af �i u' t e /� J :Sen a ...,� _.... ,.,. ... ,•LAS �:_...._ g SE-Wall-DRH- R15 8ft-4in 32 X 8.3 266.7 0.042 4.4 1,179 0.3 0 70 SE-Wall-DRH- R15 4ft-4in 12 X 4.3 52 0.041 3.7 192 0.0 0 2 SE-Wall-12F-Osw 12 X 4 48 0.065 5.7 271 0.9 0 41 SE-Wall-12F-Osw 2 X 8.3 16.7 0.065 5.7 94 0.9 0 14 NE-Wall-12F-Osw 50 X 8.3 331.7 0.065 5.7 1,875 0.9 0 287 NW-Wall-12F-Osw 12 X 4 48 0.065 5.7 271 0.9 0 41 NW-Wall-DRH-R15 4ft-4in 12 X 4.3 52 0.041 3.7 192 0.0 0 2 NW-Wall-DRH-R15 8ft-4in 34 X 8.3 283.3 0.042 4.4 1,253 0.3 0 75 SW-Wall-DRH-R10 8ft-4in 50 X 8.3 416.7 0.050 4.8 1,982 0.3 0 110 SE-Wall-RJ 20 Spray Foam 46 X 69 0.050 4.4 300 1.2 0 85 1.5 NE-Wall-RJ 20 Spray Foam 50 X 75 0.050 4.4 326 1.2 0 92 1.5 NW-Wall-RJ 20 Spray Foam 46 X 69 0.050 4.4 300 1.2 0 85 1.5 SW-Wall-RJ 20 Spray Foam 50 X 75 0.050 4.4 326 1.2 0 92 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-20 50 X 29.7 1484 0.027 2.3 3,486 0.0 0 0 Subtotals for Structure: 14,341 0 2,958 Infil.: Win.: 0.0, Sum.: 0.0 1,328 0.000 0 0.000 0 0 Ductwork: 601 60 Lighting: 250 853 Room Totals: 14,942 0 3,871 Thursday, September 21, 2017, 8:27 AM - -- •Residential•'&�`l i it`C€rnmercial HVAC Lets e � Itite Software beuelopment Tn A Sabre;Plumbing&Heatingyyr' ' �r f ���r 471 Pt6l WAY Egger tPly utth 1113,.55447.,'x+... ••..... '44*,''' ,,.,., Psge; Detailed Room Loads - Room 2 - Main Floor(Average Load Procedure2 {� J titer\ ......... i e"v ,..3"' ✓� i. �3 : y 7 Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 32.4 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,618.0 sq.ft. Supply Air: 643 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 14,562 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 70 CFM Runout Air: 107 CFM Percent of Supply.: 11 clo Runout Duct Size: 6 in. Actual Summer Vent.: 102 CFM Runout Air Velocity: 546 ft./min. Percent of Supply: 16 % Runout Air Velocity: 546 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.185 in.wg./100 ft.[ Actual Summer Infil.: 0 CFM \\ _ i �` '.\ "i U lf%4 r9r s �0:, ,1/i '`ty re tioTi'.T _.�i ., s ,,a, .�di ,,, . .. a Cr, `,„ ff; • .. r3 ..z e , SE-Wall 12F Osw 46 X 9 414 0.065 5.7 2,341 0.9 0 358 NE-Wall-12F-Osw 50 X 9 302 0.065 5.7 1,708 0.9 0 261 NW-Wall-12F-0sw 46 X 9 384 0.065 5.7 2,172 0.9 0 332 SW-Wall-12F-Osw 50 X 9 382.2 0.065 5.7 2,161 0.9 0 330 SE-Wall-RJ 20 Spray Foam 48 X 56 0.050 4.4 244 1.2 0 69 1.2 NE-Wall-RJ 20 Spray Foam 50 X 58.4 0.050 4.4 254 1.2 0 71 1.2 NW-Wall-RJ 20 Spray Foam 48 X 56 0.050 4.4 244 1.2 0 69 1.2 SW-Wall-RJ 20 Spray Foam 50 X 58.4 0.050 4.4 254 1.2 0 71 1.2 SW-Door-DRH Door 31UF 3 X 6.7 20 0.310 27.0 539 7.4 0 149 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- 108 0.310 27.0 2,910 22.8 0 2,460 0.31 0%S (6) 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- 18 0.310 27.0 485 22.8 0 410 0.31 0%S NW-Gls-DRH LowEE 3131 shgc- 12 0.310 27.0 324 22.8 0 273 0.31 0%S (3) SW-Gls-DRH LowEE 3131 shgc- 30 0.310 27.0 810 29.2 0 876 0.31 0%S(2)_........... Subtotals for Structure: 16,004 0 6,797 Infil.:Win.: 0.0, Sum.: 0.0 1,957 0.000 0 0.000 0 0 Ductwork: 670 213 People: 200 lat/per, 230 sen/per: 6 1,200 1,380 Equipment: 901 3,638 Lighting: 500 1,705 Room Totals: 16,674 2,101 13,733 Thursday, September 21, 2017, 8:27 AM c-Vac i iht erciat KV Load . � * ,j y* tta afeDeYeis pmteLic ;£abr� itf m , / . / . . ., 47f irlebuneW Eagan 1viiouth„ N _55447 y 0 �,.�� . .r . may "&a,' �?�t0-7 Detailed Room Loads - Room 3 - Second Floor (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 35.6 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,782.0 sq.ft. Supply Air: 472 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 14,256 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 73 CFM Runout Air: 94 CFM Percent of Supply.: 15 % Runout Duct Size: 6 in. Actual Summer Vent.: 75 CFM Runout Air Velocity: 481 ft./min. Percent of Supply: 16 °A) Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.144 in.wg./100 ft. Actual Summer Infil.: 0 CFM 3/414giiiiiiiANGam--1,_$1 © 5rornptit ` W ....... # r✓ '•... ,d / = whr.,, V 6. Lass. `,<: .,z1�; SE-Wall-12F-0sw 48 X 8 372 0.065 5.7 2,104 0.9 0 322 NE-Wall-12F-Osw 50 X 8 325 0.065 5.7 1,838 0.9 0 281 NW-Wall-12F-0sw 48 X 8 384 0.065 5.7 2,172 0.9 0 332 SW-Wall-12F-Osw 50 X 8 317 0.065 5.7 1,793 0.9 0 274 SE-Gls-DRH LowEE 3131 shgc- 12 0.310 27.0 324 29.3 0 351 0.31 0%S NE-Gls-DRH LowEE 3131 shgc- 75 0.310 27.0 2,025 22.8 0 1,710 0.31 0%S (5) SW-Gls-DRH LowEE 3131 shgc- 75 0.310 27.0 2,025 29.2 0 2,190 0.31 0%S (5) SW-Gls-DRH LowEE 3132 shgc- 8 0.310 27.0 216 30.0 0 240 0.32 0%S (2) UP-Ceil-R49 16B-49 35.6 X 50 1782 0.023 2.0 3,566 1.1 0 1,967 Floor-P-32 R-32 12.5 X 22 275 0.030 2.6 718 0.2 0 66 Subtotals for Structure: 16,781 0 7,733 Infil.: Win.: 0.0, Sum.: 0.0 1,568 0.000 0 0.000 0 0 Ductwork: 703 156 Equipment: 0 478 Lighting: 500 1,705 Room Totals: 17,484 0 10,072 Thursday, September 21, 2017, 8:27 AM Site address 4712 Prairie Dunes Way Eagan Date 9/21/2017 Contractor Sabre Plumbing & Heating Completed By Michael H Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4884 Total required ventilation 205 Basement—finished or unfinished) Continuous ventilation 6 103 Number of bedrooms Directions-Determine the total and continuous ventilation rote 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/ sn ft) continuous rontinuous continuous continuous continuous continuous 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: 1 n A High cfm: n Continuous fan rating in cfm(capacity must not exceed L`1 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 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 40%=124 CFM ERV has wall control-set to 70%=217 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 on ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures' installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. 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 4884 unfinished basements) Estimated House Infiltration(cfm):[la 733 x lb] 2.Exhaust Capacity a)continuous exhaust-only ventilation system ERV=0 (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 733 above) Makeup Air Quantity(cfm); [3a-3b] -358 (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. L_ Combustion air Not required per mechanical code(No atmospheric or power vented appliances) i Passive(see IFGC Appendix E,Worksheet E-1) Size and type 2"Rigid,3"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 draft Hood Dan Assisted ✓ )irect 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. 2736 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 LxWxH E1LnWnH 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)is less th an TRV then go to STEPS. 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= 2736 / 3000 = 0.91 Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- 0.91 = 0.09 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): 13.33 Total Btu/hr divided by 3000 Btu/hr per inz CAOA= 40000 /3000 Btu/hr per in2= int Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 3.33 x 0.09 = 1 .17 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the sq u are root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 1'22 in.diameter go up one inch in size 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 E-1 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. /9' 96 City Inspection Dept. Copy City of Eagan 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 6th Addition Lot Number 4 Block Number 1 Address 4712 Prairie Dunes Way Builder D. R. Horton Phone Number: 612-508-1642 Contact: Kevin Bartol 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: Two (2) Category B trees (>= 2.5" caliper deciduous trees), per approved Tree Mitigation Plan. Trees to be installed following completion of construction. 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N st.. 4 3 C G m 0 c m • N 2 m 3 ,. m o c flU m ra9,3 .. iJ 9 a 6 n ° c 2 o ' er 3 m miQ g ,m,. , a,C oR ! v, g � 3 ma 3 .. 33 m - , 02.,3,-A 3 o N 3 6D, . 0. " - 1 13 Q VJ A C) CERTIFICATE OF SURVEY O :14' co,3,;• & j ? FOR James R. Hill, Inc. r n 0 tt A -.2 DR DORXO - O!A PUMPERS/ENGINEERS/SURVEYORS R D, , +} v Oz 9,g y m Lot 4, Block I. DAKOTA PA6TH - 2500 WEST COUNTY5 337 42,SUITE 120, $ ADDITION,Dakota County, Minnesota. BURNSNLLE,MN 55337 PHONE:(852)990-6044 FAT(:(952)890-6244 '.ems:�� ,,+� e.-�c3- +�-_ ...�.�.A .'.s -_�� _ �s«+te- .. = .e•ria-. ':�"_ .-,p..e....n:rvama�.. _ .. IF 33.0 V, TREES, TYP. ` 1 702s3s 1a U • FB q�'7029 BF 1025.0 iir . _ T. 7 ,, . • .l \ ,. , 03 , . 9 qG 703 \ AG:7032.4 F 1p33 5 I eit.- ,03 4 /�• \ 3 ��15 I rF�O / \ ` 1F 10411 GF X004 4 / / 4 , t `t . ,, GF I 1 �•o / / I ,‘., / / 41•0? 7 IT "< voi AK/ . c, G-:--____, \, _ 11114110 -w , 0 ,„ ..<, u) Fa C�T �o •' B N .---;.."- --•., , t 0"CP-1 . 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K - 2 § k -I a K E J ■ q - k ch ) 3, 8 I k .. . 2 c iE . ¥ ¥ iv ¥ ¥ k 41 e e e % e D D D D> D D D 00 E r r r r r r r r co co 07 03 CO CO CO CO 0 Po Po Q Po go 90 Po P 03 ■ CO 07 07 CO w CO 0 Cl) Cl) 0 2 0 0 m O 0 Z E E LOT SURVEY CHECKLIST FOR RESIDENTIAL /2/S"tb6 BUILDINGPERMIT APPLICATION PROPERTY LEGAL: 14+ 4d .kk e., > 1 , T,1+� f ';:itt DATE OF SURVEY: 9/14417 LATEST REVISION: m rn s v O z a DOCUMENT STANDARDS 4' 0 ❑ • Registered Land Surveyor signature and company A0 0 • Building Permit Applicant 0 0 • Legal description X 0 0 • Address • ❑ 0 • North arrow and scale fa' 0 0 • House type(rambler,walkout, split w/o,split entry, lookout, etc.) ,g ❑ ❑ • Directional drainage arrows with slope/gradient% ,P1 ❑ 0 • Proposed/existing sewer and water services&invert elevation kr 0 0 • Street name 0 0 • Driveway(grade&width-in R/W and back of curb,22' max.) 0 0 • Lot Square Footage ❑ ❑ • Lot Coverage ELEVATIONS Existing `la_ 0 0 • Property corners ,B' 0 0 • Top of curb at the driveway and property line extensions X 0 ❑ • Elevations of any existing adjacent homes ,2' 0 0 • Adequate footing depth of structures due to adjacent utility trenches O 7 0 • Waterways(pond, stream,etc.) Proposed ,firr 0 0 • Garage floor 0 ❑ • Basement floor 0 0 • Lowest exposed elevation(walkout/window) ,s 0 0 • Property corners ❑ 0 • Front and rear of home at the foundation Y 1 • PRV Required PONDING AREA(if applicable) O 0 • Easement line ❑ 7 ❑ • NWL ❑ X ❑ • HWL ❑ ❑ • Pond#designation ❑ /6 0 • Emergency Overflow Elevation O P • Pond/Wetland buffer delineation Y •• Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings&dimensions )2' ❑ 0 • Right-of-way and street width(to back of curb) g 0 0 • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e. all structures requiring permanent footings) .X 0 0 • Show all easements of record and any City utilities within those easements 0 0 • Setbacks of proposed structure an• si•eyard se:ack of adjacent existing structures 0 0 • Retaining wall requirements: Reviewed By: ' 4.400 Date VZ• 7 G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 4429-069 (zc6) :xtld 4409-069 (Z96) c3NOHd L££SS NNI '3111ASN8119 'o}osauum 'e(}un00 0}0m00 "NOI11a4V >. 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Ix 'gyp°� vQPI LSP „� "? +6,„ iii UTiI.iTY QPM ��, z. P DRAINAGE & PLAT ` 5 ("� �' `� c GPS co CI EASEMENT PER ! 4.o�P ,, ',.:'r,�`�o; a,� 1i',/,e � QQPC14aj6elm, _ �;" ` �' `\ o�oi t9,LjS. 0` -r Y t to. N, /9C• N. .k.�S1' S. C�• � S' i , ` ` M en IP Ifo �•f 10 v) r t • t,\ • \� r Pio 1 6\ o, \\ S1 �, Q°Q e F got. P: ZT to ,2 C4 `�P foe% ' ,4, ocp\slo \ 0��Qe„- V (.14/1,04,pU0 •1 Q4 BOJ ' `f 1t * t M / F>' f r,05 ' - ' G� i. C ` I N ,o•,t\' g6 0 \/. > A\ o ...sist- a tE t GE , Or o ,' y,D + 51 A GNRP Ino o \° o'."2'. h`�0 0�F,� �1 �o �P = 02 �� o. a Qolk / ,o (SC' P , of .1,..0 E .c PORCH , o(Q� `C1i; p9 j 6l Q�\�� > o�y, r' ✓ 1 ` `R e `C � /': �E� s A042.56 1041.1• r Ott\e),° ' �c0 0�� '..%'\s\ pllo .44 00 C o ` as .�� E o c •° > \ vi <-0 4t,`\8 Q�` f 0 E v \ \1` t° SERV b� c) +' 0 Q v a ..............(104. ` �Y I.- 1044• /o a / FZQ° 0.11(6) fJ0 0. o co \ 00to +.(c)..1 v /�Z0o 44 •+ a-' o ° O �In VI 4- a a 0. ! w cu 0 CU CU t°#!‘l .,..+ Y'. .+ ++ .I, +a, a /! I O 0 0 0 (11 0 0 0 cccccca ✓ � LLI OM Z lE) Z O II L .c ..J 0 O O < C C) O OM N '- a B RAID N Page of t-dso c 10/74 I NTE RTEC The Science You Build On. Daily Soil Observation Notes Project No.: `u7\S d..(��2-O� . \ t.t Date: , % ii i fp( i c� Report No.: Project Name: 1 12 C C�it ��v`r W Project Location: �\ a `��e;� ` i ", c.,, t 6�� Client: UcTemp/Weather: jL ��a Project Manager: J6 C Time Arrived: Departed: Areas Observed: ❑ Building Pad ❑ House Pad ❑ Roadway ❑ Pkng/walks ❑ Footing ❑ Proof Roll ❑ Other(describe) Soil report available? ❑ Yes ❑ No Report reviewed? V Yes ❑ No Report prepared by: Get copy Benchmark: ,iv? Benchmark elevation : VAe1{i Benchmark provided by: Finish floor elevation : to,t,1,,,, U Bottom of footing elevation :( I. Bottom of excavation elevation: y4e ( /,t,,, Approved plans available? Specified compaction : Fill source: Oversizing appears adequate? ❑ NA Yes ❑ No Soils observed agree with Soils report? IVI Yes ❑ No Soils appear adequate for design loads? CJ Yes ❑ No Proposed project bearing capacity(psf): 2.000 Contractor notified of results? ❑ Yes ❑ No Name of person notified: ,;-c C L W, ,` (--6,--17 Was a copy of this report left on site? ❑ Yes ❑ No If so,whom was it submitted to? 1 i I rill etri H / ' t6- ) 111111111111111111111111111111111 ,_ IIIINIMIIIIIIIIIIIIIMIMIRIIPIIIIII FM E INESSI ingtiminammommitommilgammummim IIIMMMMENIllihZBIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIII Notes/Comments: ligL- -3,1,, gm 0 .., 1111111111111111 1111111111111111111111111111111111•111 111111E1111111111111111111111111111111111 11111111111111111111111111111111111111111 I Write ..ttor 1 elevations, date excavated, oversizincd and type of bottom soils on sketch Performed By: r(:)r 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. s PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA146302 Date Issued:10/18/2017 Permit Category:ePermit Site Address: 4712 Prairie Dunes Way Lot:4 Block: 1 Addition: Dakota Path 6th PID:10-19545-01-040 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 Job Truss Truss Type Qty Ply NC Roof Repair 132508885 302479-E A-REP1 Common 3 1 Job Reference(optional) Villaume Industries,Inc, St.Paul,MN-55121, 8.200 s Nov 30 2017 MiTek Industries,Inc. Thu Feb 22 09:38:35 2018 Page 1 ID:Si9r43u9IsVKpYBOS_V_rGyQDm1-7BfUj5dAaagPcKHQydGNF?NZxb2CgFPX5HAr8LzidM2 14-0 6-7-4 13-0-0 19-4-12 26-0-0 127-4-0 1-4-0 6-7-4 6-4-12 6-4-12 6-7-4 1-4-0 4x6 Scale=1:60.7 SEE NOTE 1 FOR REPAIR CONDITION. '7'/4( 59° 5 Y < l2 13iD^ s t.+�9-�p��fr�Pts W � 8.00 ' .i.5x3 \\ 1.5x3 /I �.r� ��4`�Y7`*v+ 4 6 3x4�i 3x4 3 7 cam`co \ '� 12 21 22 11 10 a 3x4= 3x6= 3x8 II 3x8 II3x4 = 0- -8 8-8-13 i 17-3-3 25-11-8 26-Q-0 0-0-B 8-8-5 8-6-5 8-8-5 0-0-8 APPLY 2 X 4 X 4'SPF/DF/SP NO.2 SCAB(S)TO EACH FACE OF TRUSS CENTERED NG NAIL jON SPACED @ 4""0.C.STAGGER NAIL SPACING WS FRONLARGER FACE AND BACK FACE FOR A NET 2"O.0 SPACING IN THE TRUSS. USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y)— [2:0-4-5,Edge],[8:0-4-5,Edge],[10:0-1-12,0-1-8],[12:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.28 10-12 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.42 10-12 >744 180 BCLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code MNSRC2015/TPI2007 Matrix-MS Weight:98 lb .FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x3 SPF No.2*Except* 6-10,4-12:2x3 SPF Stud SLIDER Left 2x4 SPF No.2 2-0-0,Right 2x4 SPF No.2 2-0-0 REACTIONS. (lb/size) 2=1464/0-5-8,8=1464/0-5-8 Max Horz 2=185(LC 7) Max Uplift 2=-89(LC 8),8=-89(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1651/110,4-5=-1653/171,5-6=-1653/172,6-8=1651/110 BOT CHORD 2-12=-115/1440,10-12=0/974,8-10=-9/1432 WEBS 5-10=-99/702,6-10=-479/207,5-12=-99/702,4-12=-479/206 NOTES- 1) Repair Condition:bottom chord has 0-1-0 long break centered at 0-10-5 to the right of joint 11. I Hereby certify that this plan,speci- 2) N/A fication,or report was prepared by 3) Unbalanced roof live loads have been considered for this design. me or under Try direct supervision 4)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; and that l am a duly Licensed Pro- MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate fessional Eng' eer under the laws grip DOL=1.60 of the State o Mi esota, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8. JUAN GARCIA DATE REG.NO.41469 February 22,2018 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MM1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 ANSVTPII Quality Criteria,DSB-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:EA148610 Date Issued:04/10/2018 Permit Category:ePermit Site Address: 4712 Prairie Dunes Way Lot:4 Block: 1 Addition: Dakota Path 6th PID:10-19545-01-040 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 City of Faall Address: 4712 Prairie Dunes Way Permit#: 145906 The following items were /were not completed at the Final Inspection on: Complete Incomplete Comments Final grade - 6"from siding Permanent steps— Garage Permanent steps — Main Entry ��� 5r eP Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope L f� Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck - ------- -- -- 1 Fireplace ►�' /110:A (/ /2_ • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: I t0 M ' A /yn G:\Building Inspections\FORMS\Checklists