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4707 Prairie Dunes Way Li OC 9 �� Use BLUE or BLACK Ink II �j_ Q7(i �� I For Office Use City of Eappi f;triL--‘ I L� S�< ba- lo _ .. iqO S3 RECEIVED L k) I. Permit Fee: 6t / -.---(7 ,s-- r. 3830 Pilot Knob Road Eagan MN 55122Date Received: /?-4'4 Phone: (651)675-5675 (- � DEC 2 8 2016 Fax: (651)675-5694 Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION '�1 Date: ‘a ab 16° Site Address: t 1 oI -ra�C1v "W b k101 Unit#: v rt(1e � ' G re or 4 Name: Phone: Resident! Winer Address/City/Zip: Applicant is: Owner Contractor Lb ( 1�1 I Q• Type `f Work / Description of work: NGV�I �Gei21 Jett11 a1 'A LlliG' t vn l y J Q Construction CostA7tejor 1t , Multi-Family Building:(Yes /No V) i Company: b. kfortc 'v F lei. Contact: ?X€244C• ti,tro Lei Address: 1--(* � V bi VriAGi G Ctwir{ City: 1•-o vi`tc, �+ on� tor AA,,�� G� cI pQ (,, >� State:l'1't . Zip: "✓Ott Phone: 102i13512DEmail: �1i lattrci616 A C�DCtmr'1•CSN License#: OC' &'C '& '1 Lead Certificate#: If the project is exempt from lead certification, please explain why: [`Rw Ga 'ootion COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In t last 12 months, has the City of Eagan issued a permit for a similar plan based� on a master plan? II Yes N l I Cir ' /;� r c i t7 riv No If yes,date and address of master plan: I i Licensed Plumber: V rG Phone: f' + * • 21 ."-T Mechanical Contractor: ;Il`f Phone: 1& • 't 2&1 a� I�w►�c Phone: i'2• ! till am Sewer&Water Contractor: Fire Suppression Contractor: Phone: NOTE:dans and supportin :documents that3you submit-ar r considered to be-ii''''if lic in matron. ons aof ' the infor Cation maybe ass -pt as non-public if you provide specifiie re ons that would pert e,,:,,,,.,.:4,:::::;, *z--, ,:conclude that'the iare trade secret`s _ 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.t x 1�41 t'r /!�/1,rGt�l xe�( Applicant's Prin*d Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) 1 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 ( ValuationLairi Occupancy „L, f MCES System Plan Review Code Edition °,,f SAC Units (25% 100% ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length ` Fire Suppression Required Type of Construction Width ('l 1 t REQUIRED INSPECTIONS `i, Footings(New Building) Meter Size: -t Footings(Deck) ( Final/C.O. Required Footings(Addition) Final l No C.O. Required 7 Foundation HVAC Gas Service Test Gas Line Air Test Roof: _Ice &Water _Final Pool: Footings Air/Gas Tests _Final , Framing \ \ Drain Tile Fireplace: '•1,..,Rough In A \ir Test 34 Final Siding: Stucco Lath Stone Lat Brick Insulation Windows Sheathing Retaining Wall: Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In Final Braced Walls 1( Erosion Control Shower PanOther: Reviewed By: 1 l'"", Building Inspector RESIDENTIAL FEES ( e-c . v ; L.// i v )c" ' C ri , 4 Base Fee f g97' - 2 Surchara to� `" Plan Review iK q ,t�. /Ili 6.7/ , MCES SAC - City SAC .�, „ 4 `'. 17/f Ifr fi 24 11 C5Utility Connection Charge ,,)N S&W Permit&Surcharge 2 0 )( oto / "' t „ -'. Treatment Plant O.A\A\A4l _ _ v Copies ') ``�h" "` ! TOTAL v ii r I 5-t:, 0,,,A- Page 2 of 3 / LfD3 New Construction Energy Code Compliance Certificate B.°11014111N* Date Certificate Posted 171,11ferieet , Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 12/28/16 Mailing Address of the Dwelling or Dwelling Unit 4707 Prairie Dunes Way Name of Residential Contractor MN License Number DRHorton BC605657 Community Plan ID Eagan 5440 ITHERMAL ENVELOPE I RADON SYSTEM w, Type:Check All That Apply X Passive(No Fan) F Active(With fan and monometer or b " 1) other system monitoring device) a a 3 Y U a 5 Q a tj Location(or future Location)of Fan: a n a Insulation Location .g p w a o .5 -o c FE z w w w w° % cG Other Please Describe Here Below Entire Slab X Foundation Wall(Sides) R-1 5 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(1't Floor+) R-20 X Interior Wall R-21 X Ceiling,flat R-49 X Ceiling,vaulted R-49 X Bay Windows or cantilevered areas R-30 X Bonus room over garage R-32 X 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 aType 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 BA13NA042 Describe: Input in 80000 Capacity in 50 Output in 3.5 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Efficiency HSPF% : EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALL 64,513 30,801 37,549 Cfin'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 meth.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfins: 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 cfins: 95 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfins: 190 "metal duct 4707 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 Wednesday, December 28,2016 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. RltvacC ResidentialCommercial H AC 1 ds ��te aftwa l evef4t�y lrtttn Sabre Plumbing"&Heating Ai!-,ET-:-Al,a40404AVANNVIgwaiNitaginiso0, 47117 Dunes Way Ea an Plymouth,'MN :9EM N,'//,,,, ,S#a612 Project Report teneral.Pralect.lnfar atlbn....la l I.. . ;,a. ., .. SI rnn ......... . ... . . SN Project Title: 4707 Prairie Dunes Way Eagan Designed By: Michael Hoium Project Date: Wednesday, December 28, 2016 Client Name: DR Horton Client City: Lakeville, MN Company Name: Sabre Plumbing & Heating Company Representative: Michael Hoium Company Address: 15535 Medina Road Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Reference City: Minneapolis, Minnesota Building Orientation: Front door faces Southeast 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 Total Building Supply CFM: 1,390 CFM Per Square ft.: 0.292 Square ft. of Room Area: 4,752 Square ft. Per Ton: 1,519 Volume (ft3)of Cond. Space: 39,992 Total Heating Required Including Ventilation Air: 64,513 Btuh 64.513 MBH Total Sensible Gain: 30,801 Btuh 82 % Total Latent Gain: 6,749 Btuh 18 % Total Cooling Required Including Ventilation Air: 37,549 Btuh 3.13 Tons(Based On Sensible+ Latent) MEE Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Wednesday, December 28, 2016, 9:15 AM RIii 4;R0019,0 I*tiikili; 111@rvia1 VA ty t a'tdf 0 E1it s ftiv i[ 49 J€tc. ,Plumber &H /�� 4TH" ries Way En f" Yittt,MN%av�44 9/ Load Preview Report Net ft?J Sen Lat Net Sen' Sys Sys Sys Duct Scope Ton /Ton Area Gain Gain Gain Loss Htg Clg Act Size CFM CFM CFM Building 3.13 1,519' 4,752 30,801 . 6,749 37,549 64,513 762 1,390 1,390 System 1 3.13 1,519 4,752 30,801 6,749 37,549 64,513 762 1,390 1,390 12x19 Ventilation 4,409: 5,463 7,057 Supply Duct Latent 166 166 Return Duct 82 73 156 550 Humidification 6,865 Zone 1 4,752 29,664 2,101 31,765 50,041 762 1,390` 1,390 12x19 1-Basement 1,482 4,442 0 4,442 15,553 237 208 208 2-6 2-Main Floor - 1,482 14,777 2,101 16,878 16,974 258 692 692 7--6 3-Second Floor 1,788 10,444 0 10,444 17,514 267 489 489 5-6 Wednesday, December 28, 2016, 9:15 AM • Rhva esidential&Light Ce erciai tK dads y' yy f s�a i eveloper ent,lnc Sabre Plumbing&H atint „ 707Pra rrte ut s W iy Eaganrs Plymouth..MN 65447, ' ,., 3 Pane h Total Building Summary Loads Ar`� Sept � Sergi a '`ot�l DRH LowEE 3131: Glazing-DRH Windows, u-value 0.31, 358 9,659 0 9,181 9,181 SHGC 0.31 DRH LowEE 3132: Glazing-DRH Windows/Glass Doors, 106 2,860 0 2,600 2,600 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" 600 2,654 0 158 158 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 3342.9 18,903 0 2,889 2,889 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-20 522.7 2,274 0 640 640 Closed Cell Spray Foam R49 16B-49: Roof/Ceiling-Under Attic with Insulation on 1788 3,578 0 1,974 1,974 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 1482 3,481 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, 330 861 0 79 79 Custom, R-30 Blanket insulation, 3/4" Foamboard R- 2, any cover Subtotals for structure: 47,654 0 17,916 17,916 People: 6 1,200 1,380 2,580 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 2,937 239 602 841 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 190, Summer CFM: 190 7,057 4,409 1,054 5,463 Humidification (Winter) 18.72 gal/day: 6,865 0 0 0 AED Excursion: 0 0 1,470 1,470 Total Building Load Totals: 64,513 6,749 30,801 37,549 Check Total Building Supply CFM: 1,390 CFM Per Square ft.: 0.292 Square ft. of Room Area: 4,752 Square ft. Per Ton: 1,519 Volume (ft3)of Cond. Space: 39,992 Butt � t. .... • Total Heating Required Including Ventilation Air: 64,513 Btuh 64.513 MBH Total Sensible Gain: 30,801 Btuh 82 % Total Latent Gain: 6,749 Btuh 18 Total Cooling Required Including Ventilation Air: 37,549 Btuh 3.13 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Wednesday, December 28, 2016, 9:15 AM Rhvac Residential&Light Commercial,HVAC Loads a Elite Software'Development,in y Sabre Plumbing.&Heating` ,,t„K, 4707 Prairie Dunes Way E Plymouth,I IN 55447 ' ,,: ..N P ge a Detailed Room Loads - Room I - Basement (Average Load Procedure) {t ,, 14,;',,, ', tf ` Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 29.6 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,482.0 sq.ft. Supply Air: 208 CFM Ceiling Height: 8.3 ft. Supply Air Changes: 1.0 AC/hr Volume: 12,350.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 59 CFM Runout Air: 104 CFM Percent of Supply.: 28 % Runout Duct Size: 6 in. Actual Summer Vent.: 28 CFM Runout Air Velocity: 530 ft./min. Percent of Supply: 14 Runout Air Velocity: 530 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 0 CFM tem , ;-,1 ••?:.:(,-4,,,-.. \/ �j4,,,,,,,,*, .„4 Htg #I GE i]ii © \ ' - �`?f ,_ i \\ '- • HTM -- r• \ �+(�}[(� }y}� ir-�'{ .._j Value j}gam+ . escription. -\��\ .\f.. iia ,titZ.,... .._:: \... 7.-ily.3 ..:�\� �c, a� i.. ....v\� NE-Wall-DRH-R15 8ft-4in 36 X 8.3 300 0.042 4.4 1,327 0.3 0 79 NE-Wall-DRH-R15 4ft-4in 12 X 4.3 52 0.041 3.7 192 0.0 0 2 NE-Wall-12F-Osw 12 X 4 48 0.065 5.7 271 0.9 0 41 NW-Wall-12F-Osw 50 X 8.3 316.7 0.065 5.7 1,791 0.9 0 274 SW-Wall-12F-Osw 12 X 4 48 0.065 5.7 271 0.9 0 41 SW-Wall-DRH- R15 4ft-4in 12 X 4.3 52 0.041 3.7 192 0.0 0 2 SW-Wall-DRH- R15 8ft-4in 36 X 8.3 300 0.042 4.4 1,327 0.3 0 79 SE-Wall-DRH-R10 8ft-4in 50 X 8.3 416.7 0.050 4.8 1,982 0.3 0 110 NE-Wall-RJ 20 Spray Foam 48 X 72 0.050 4.4 313 1.2 0 88 1.5 NW-Wall-RJ 20 Spray Foam 50 X 75 0.050 4.4 326 1.2 0 92 1.5 SW-Wall-RJ 20 Spray Foam 48 X 72 0.050 4.4 313 1.2 0 88 1.5 SE-Wall-RJ 20 Spray Foam 50 X 75 0.050 4.4 326 1.2 0 92 1.5 NW-Gls-DRH LowEE 3131 shgc- 60 0.310 27.0 1,620 22.8 0 1,368 0.31 0%S(4) NW-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 29.6 1482 0.027 2.3 3,481 0.0 0 0 Subtotals for Structure: 14,811 0 3,292 Infil.: Win.: 0.0, Sum.: 0.0 1,344 0.000 0 0.000 0 0 Ductwork: 742 78 AED Excursion: 220 Lighting: 250 853 Room Totals: 15,553 0 4,442 Wednesday, December 28, 2016, 9:15 AM Rhvae Residential&Light CoiYrmercral HVAC Lands44 x ititef o V are Developmertnrgq Sabre Plumbing&Heating Vii' f. , y 44 P iri Dunes Way Eagan Plyrmouth,MN"56447. -'„ ,,,, , fir,,- , ,, t r,,,.., ,, , pitle-ie Detailed Room Loads - Room 2 - Main Floor (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 29.6 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,482.0 sq.ft. Supply Air: 692 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 13,338.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 64 CFM Runout Air: 99 CFM Percent of Supply.: 9 ok Runout Duct Size: 6 in. Actual Summer Vent.: 95 CFM Runout Air Velocity: 504 ft./min. Percent of Supply: 14 Runout Air Velocity: 504 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.158 in.wg./100 ft. Actual Summer Infil.: 0 CFM !, ,� a a �� i r �� � asap 1\\I I iffier Qta"a l itty:71 V Iue: , T'I••••T1 I -, . _. a.,II '' .,,,,. <_.. . ,.: .�� �S. �., qac a... Galli � 4.,.,0afrt NE-Wall-12F-Osw 48 X 9 416 0.065 5.7 2,352 0.9 0 360 NW-Wall-12F-Osw 50 X 9 332 0.065 5.7 1,877 0.9 0 287 SW-Wall-12F-0sw 48 X 9 396 0.065 5.7 2,239 0.9 0 342 SE-Wall-12F-Osw 50 X 9 376.2 0.065 5.7 2,128 0.9 0 325 NE-Wall-RJ 20 Spray Foam 48 X 56 0.050 4.4 244 1.2 0 69 1.2 NW-Wall-RJ 20 Spray Foam 50 X 58.4 0.050 4.4 254 1.2 0 71 1.2 SW-Wail-RJ 20 Spray Foam 48 X 56 0.050 4.4 244 1.2 0 69 1.2 SE-Wall-RJ 20 Spray Foam 50 X 58.4 0.050 4.4 254 1.2 0 71 1.2 SE-Door-DRH Door 31UF 3 X 6.7 20 0.310 27.0 539 7.4 0 149 SE-Door-DRH Door 31UF 2.7 X 6.7 17.8 0.310 27.0 479 7.4 0 132 NE-Gls-DRH LowEE 3132 shgc- 8 0.310 27.0 216 23.5 0 188 0.32 0%S (2) NE-Gls-DRH LowEE 3131 shgc- 8 0.310 27.0 216 22.8 0 182 0.31 0%S NW-Gls-DRH LowEE 3131 shgc- 24 0.310 27.0 648 22.8 0 548 0.31 0%S (2) NW-Gls-DRH LowEE 3131 shgc- 54 0.310 27.0 1,455 22.8 0 1,230 0.31 0%S (3) NW-Gls-DRH LowEE 3132 shgc- 40 0.310 27.0 1,079 23.4 0 936 0.32 0%S SW-Gls-DRH LowEE 3131 shgc- 36 0.310 27.0 970 29.2 0 1,052 0.31 0%S(2) SE-Gls-DRH LowEE 3131 shgc- 36 0.310 27.0 970 29.2 0 1,052 0.31 0%S (2) Subtotals for Structure: 16,164 0 7,063 Infil.: Win.: 0.0, Sum.: 0.0 1,993 0.000 0 0.000 0 0 Ductwork: 810 259 AED Excursion: 732 People: 200 lat/per, 230 sen/per: 6 1,200 1,380 Equipment: 901 3,638 Lighting: 500 1,705 Room Totals: 16,974 2,101 14,777 Wednesday, December 28, 2016, 9:15 AM • cRh tommercialHAt -•oas "� nke$aftwareDeveelsopmenEt,Inc.hvesd t�atgN '------9';'''',-,:•-•- fdSabi Puurm& &Hea , 4PpunWay agarn Plymouth,MN55447 ,,. „, � 1 4 .. Paae 7 Detailed Room Loads - Room 3 - Second Floor (Average Load Procedure) it6eneralit , .,.... `. .., f' a a 4m Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 35.8 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,788.0 sq.ft. Supply Air: 489 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 14,304.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 67 CFM Runout Air: 98 CFM Percent of Supply.: 14 Runout Duct Size: 6 in. Actual Summer Vent.: 67 CFM Runout Air Velocity: 498 ft./min. Percent of Supply: 14 % Runout Air Velocity: 498 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.155 in.wg./100 ft. Actual Summer Infil.: 0 CFM - � , a,, Iter �h� ��� ��� ' U Ht �`�'��� � Cly �``� en E.Des nptir rt ' Quantity a 4 Ue ., Nom. i o !--* :HTM. Gairt..*aulAGain`? NE-Wall-12F-0sw 48 X 8 376 0.065 5.7 2,126 0.9 0 325 NW-Wall-12F-Osw 50 X 8 355 0.065 5.7 2,008 0.9 0 307 SW-Wall-12F-0sw 48 X 8 339 0.065 5.7 1,917 0.9 0 293 SE-Wall-12F-Osw 50 X 8 340 0.065 5.7 1,923 0.9 0 294 NE-Gls-DRH LowEE 3131 shgc- 8 0.310 27.0 216 22.8 0 182 0.31 0%S NW-Gls-DRH LowEE 3131 shgc- 45 0.310 27.0 1,215 22.8 0 1,026 0.31 0%S (3) SW-Gls-DRH LowEE 3131 shgc- 45 0.310 27.0 1,215 29.2 0 1,314 0.31 0%S (3) SE-Gls-DRH LowEE 3131 shgc- 30 0.310 27.0 810 29.2 0 876 0.31 0%S (2) SE-Gls-DRH LowEE 3132 shgc- 18 0.310 27.0 486 30.0 0 540 0.32 0%S(3) SE-Gls-DRH LowEE 3131 shgc- 12 0.310 27.0 324 29.3 0 351 0.31 0%S UP-Ceil-R49 16B-49 35.8 X 50 1788 0.023 2.0 3,578 1.1 0 1,974 Floor-P-32 R-32 20 X 16.5 330 0.030 2.6 861 0.2 0 79 Subtotals for Structure: 16,679 0 7,561 Infil.: Win.: 0.0, Sum.: 0.0 1,568 0.000 0 0.000 0 0 Ductwork: 835 183 AED Excursion: 517 Equipment: 0 478 Lighting: 500 1,705 Room Totals: 17,514 0 10,444 Wednesday, December 28, 2016, 9:15 AM Site address 4707 Prairie Dunes Way Eagan MN (Date 12/28/2016 Contractor Sabre Plumbing & Heating Completed ted Michael H Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4752 Total required ventilation 190 Basement—finished or unfinished) - — Continuous ventilation 5 ^ 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) Number of Bedrooms _ 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ so,ft 1 continuous continuous 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 1 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 ii ii ii 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. Section B Ventilation Method (Choose either balanced or exhaust only) Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Exhaust only Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating in cfm ventilation rating by more than 100%. _ Low cfm: ^n A High cfm: n,,7 Continuous fan rating in cfm(capacity must not exceed 24 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 an ERV or HRV into 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 l 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 4752 unfinished basements) Estimated House Infiltration(cfm):[la 713 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 713 above) Makeup Air Quantity(cfm); [3a-3b] -338 (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. 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 4"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 raft Hood Dan Assisted Iirect 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. 1 120 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 LxWxH nLnw ]H Step 3:Determine Air Changes per Hour(ACI-I)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)15 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: O 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= 1120 / 3000 = 0.37 Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- 0.37 = 0.63 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per inz CAOA= 40000 /3000 Btu/hr per inz= 13.33 inz Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x 0.63 = 8.36 inz Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 m ultiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 3'27 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. LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATIONJ / ,f PROPERTY LEGAL: I J J k )1 °Ju1�O�G� -1"1 DATE OF SURVEY: #2.€ I(d LATEST REVISION: m c as t 0 O z Q DOCUMENT STANDARDS /1 ❑ ❑ • Registered Land Surveyor signature and company ❑ ❑ • Building Permit Applicant /' ❑ ❑ • Legal description At ❑ ❑ • Address y' ❑ ❑ • North arrow and scale ❑ ❑ • House type(rambler,walkout,split w/o,split entry, lookout,etc.) ❑ ❑ • Directional drainage arrows with slope/gradient% ,r ❑ ❑ • Proposed/existing sewer and water services&invert elevation / ❑ ❑ • Street name ❑ ❑ • Driveway(grade&width-in RNV and back of curb,22' max.) rle ❑ ❑ • Lot Square Footage 2 ❑ ❑ • Lot Coverage ELEVATIONS Existing If ❑ ❑ • Property corners El ❑ • Top of curb at the driveway and property line extensions ❑ ,d ❑ • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways(pond, stream,etc.) Proposed ❑ ❑ • Garage floor ❑ ❑ • Basement floor _ ❑ ❑ • Lowest exposed elevation(walkout/window) ❑ ❑ • Property corners ❑ ❑ • Front and rear of home at the foundation Y I • PRV Required PONDING AREA(if applicable) Al ❑ ❑ • Easement line Jf ❑ ❑ • NWL / ❑ ❑ • HWL AT ❑ ❑ • Pond#designation /6 ❑ ❑ • Emergency Overflow Elevation ❑ ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ,C1 ❑ ❑ • Lot lines/Bearings&dimensions ❑ ❑ • Right-of-way and street width(to back of curb) ,P1 ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e. all structures requiring permanent footings) ,ZS ❑ ❑ • Show all easements of record and any City utilities within those easements �i ❑ ❑ • Setbacks of proposed structure and s'•e ar• setback of adjacent existing structures ,,/n1 ❑ ❑ • Retaining wall requirements: D Reviewed By:A 4# 1 Date!« 7 /C G:/FORMS/Cert.of Survey Checklist Rev.3-3-11 1gfo5C13 City Inspection Dept. Copy 4°9 City of Eakail City Forester Copy Applicant/Builder Copy IN©IVIDUAL£RESIDENTIAL LOT TREE PRESERVATIONSo MARY ass CITY OF EAGAN FORE T RY DI f r. •.. K �:n ti 675-53 (BUILDER, PLEASE READ ATTACHMENTS) Development Dakota Path 6th Addition Lot Number 9 Block Number 1 Address 4707 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: Four(4)Category B trees(>=2.5"caliper deciduous trees, or>= 6 foot hgt coniferous tree), per approved Tree Mitigation Plan in front yard. One Northern Red Oak to be installed in the front yard and two New Horizon Elms and one Green Spruce to be installed in the ba ;< <'^‘k .'+v • , Attachments: EAGAN FORESTRY DIVISION X Yes (Refer to at1aR ci eV ! 4)t s) No BY Additional Notes: DATE 4 l I-:\ghove\2016file\treepres\Tree Preservation Plan Dakota Path 6'^Add.Lot 9 Block 1 0 iz Iv= Ir — 1 —.,,,i m. s i II ' II O Z 42a. .61 032.5, V.b `3355.18 It--<. \\ A, L ), I en I Z ' --- sy /1%.N4'.%1.4P4/4/...1)4/1)"ss ,I.Q.:::9`-1.0- 7 i I C) 1(4' -I(` p$ (p r ' sem v/ ` 44, ` i -tom +, 8 /(W�4� / .11 1 —� l `l or- NUR �.q� .. y,.7 0' NJ 10.0 • w/,.,........A>.; OF v a ti4 t �� ,' / ' ti 10 / -4`;62` \ -'rvC' INI\l'' A. C� pe cec0t " . gV *1.0, J . °•,` 8 8 •OIC / oir9s0� `r:44 3S°� r +�' • �YJ s o 4F.% ItIlPiI R Ata ii CI .01,41(11 opo 3 4 UI/ o C v o 6 D o d m r c PTT, ao.4 F. 6 e w ;.+r Z V '13 rt -0 xi n fi•q n g m iAi o _ —1 .. 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"19'Zt— '' I- 4/ ,e. „1.)�� ;a) III M«b 5� f oo LON 1028.71 I-' 74 d 01'\N% 1026.55 f >---)0-----<--<1 FES O r0) C�•ib k4/ FE5 , rOk 0 LLJ -C C �( O °° x CD 0 ZL,M o I MOL II o>: (°i!p .../ _J .;.. 0 w O I- N PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA140666 Date Issued:01/12/2017 Permit Category:ePermit Site Address: 4707 Prairie Dunes Way Lot:9 Block: 1 Addition: Dakota Path 6th PID:10-19545-01-090 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 -i ' yD5—ro 3 Job——• Truss Truss Type Qty Ply pg.0:71.e. MJK A 477 Dtine 5 6 1 129428718 HIP 9 1 Job Reference(optional) Villaume Industries,Inc, St.Paul,MN-55121, 8.110 s Mar 28 2017 MiTek Industries,Inc. Thu Mar 30 13:33:56 2017 Page 1 ID:L?yphkVbV z7NwgXWhiMx2zVkab-SyFgOkuPKticcUbe2w0vOoD5FmjxBnXuzVk7f 11 -01 8-5-4 16-6-0 I 24-6-0 I 32-6-12 I 41-0-0 41-0-0 1-4-0 8-5-4 8-0-12 8-0-0 8-0-12 8-5-4 SEE NOTES 1-2 FOR REPAIR CONDITIONS. Scale=1:75.5 6x6 = 6x6 = 8.0012 6 w w em as 7 4x6 4x6�� 1.5x4 \\ 5 g 0, ie 1.5x4 // • 4 g 4x4<---A11,2, 3x4 Q lialli 10 3x4 ad,1 2 11 oII/ I `�II. ro 25 26 16 15 27 28 14 29 IIIIIIIIIIIIIIIIPMPrallr 32 5x8 3x4 II 3x6= 3x4 = x6 =3x4 II 6x6 II I 10-3-0 I 20-6-0 30-9-0 41-0-0 10-3-0 10-3-0 I 10-3-0 10-3-0 Plate Offsets(X,Y)-- [2:0-4-1,0-0-6],[6:0-3-0,0-2-3],[7:0-3-0,0-2-3],[12:0-1-12,0-1-8],[16:0-1-12,0-1-81 LOADING (psf) SPACING- TCLL(roof) 35.0 2-0-0 CSI. DEFL. in floc) 1/deft Ud PLATES GRIP Snow(Pf/Pg) 38.5/50.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.37 12-14 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.94 Vert(TL) -0.66 14-16 >743 180 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code MNSRC2015/TPI2007 Matrix-MS Weight:200 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied,except 6-7:2x6 SPF 1650F 1.5E,1-5:2x4 SPF 1650F 1.5E 2-0-0 oc purlins(5-7-2 max.):6-7. 8-11:2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SPF 1650F 1.5E WEBS 1 Row at midpt 6-16,6-14,7-14,7-12 WEBS 2x4 SPF 1650F 1.5E*Except* 4-16,9-12:2x3 SPF Stud MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SPF 1650E 1.5E 3-6-14,Right 2x4 SPF No.2 3-6-14 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2399/0-5-8,11=2274/Mechanical Max Horz 2=224(LC 7) Max Uplift 2=-109(LC 10),11=-85(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2987/140,4-6=-3123/253,6-7=-2049/143,7-9=-3136/257,9-11=-2997/142 BOT CHORD 2-16=-159/2673,14-16=-12/1990,12-14=0/1987,11-12=-20/2617 WEBS 4-16=-616/267,6-16=-165/1063,6-14=-157/435,7-14=-158/434,7-12=-170/1077, 9-12=-633/274 rO;NOTES- * 1)Repair Condition:bottom chord has 0-1-0 long break centered at 0-8-11 to the left of joint 13. 47/2)/2)Apply 79"long 2x4 SPF No.2 scab to both side(s)of truss centered on damage located 0-8-11 to the left of joint 13 with 2 row(s)of 10d(0.131"x3")nails spaced 4"o.c.from each face.Minimum 0-3-0 end distance. 3)N/A I Hereby certify that this plan,species 4)Unbalanced roof live loads have been considered for this design. fication., or report was prepared by 5)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; me or under my direct supervision MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate and that I am a duly Licensed Pro- grip DOL=1.60 fenutonal Ens nee rider the laws 6)TCLL:ASCE 7-10;Pr=35.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=50.0 psf(ground snow);Pf=38.5 psf(flat of the Stat- Mi eaota. roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 7)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 8)Provide adequate drainage to prevent water ponding. JUANaARCIA 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) *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. DATE REG,NO.41469 11) Refer to girder(s)for truss to truss connections. 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 lb uplift at joint 2 and 85 lb uplift at March 30,2017 •I •I r mit WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 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 iiek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the K fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSIITPII 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:EA142636 Date Issued:05/11/2017 Permit Category:ePermit Site Address: 4707 Prairie Dunes Way Lot:9 Block: 1 Addition: Dakota Path 6th PID:10-19545-01-090 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. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). 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 (612) 508-1642 Milbert Company (culligan) 1801 50th St E Inver Grove Heights MN 55077 (651) 451-2241 Applicant/Permitee: Signature Issued By: Signature CityofEaall Address: 4707 Prairie Dunes Way Permit#: 140563 The following items were/were not completed at the Final Inspection on: /0/141,7 Complete Incomplete ; :; Comments Final grade - 6"from siding \/ Permanent steps — Garage Permanent steps— Main Entry �( Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck 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. Building Inspector: G:\Building Inspections\FORMS\Checklists Lill For Office Use /1 / 1 , „f 6 .,� i i ��, EAGAN Permit#: l 19..:)/67 57 Permit Fee: Date Received: ,5- V"-/- 3830 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694MAY 0 4 2018 Staff: buildinginspections(acitvofeacian.com L 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: ( � t/ Fr G r -' K Pi (S w Unir#: Name: �s T�^7 -Z. it Phone: tesidenv { _ Q� f Address/City/Zip: <'"1 7 O - l irs_t /2'1' ��C _"(�(� ' 0-;Li r Applicant is: Owner Contractor , , -, .-' r , ' 'P_Ir) ' p Description of work- : Type of Work :£ DC-CI, �,.., } Construction Cos: ' (--N) , Multi-Family Building:(Yes /No ) jECompany: 0Contact: �� c r,( *()Contractor Address: 6 1 C�/l U Jp/]y/��l///y: �GZ/M - ^� ') M W , State:, � "Zip: `jPhone: �S i- d4-�i aii: 111to2l C9 o ci d� r���� License#: x, '31 ' OL", LC Lead Certificate#: If the project is exempt from lead certification, please exp i' ( / 3 2 CC i COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: -. Sewer&Water Contractor: Phone: Fire Suppression Contractor:. + Phone: l►OTE Al rnd ¥portingdocuments that you submit considered to x -"s Portions of tl)e oil ( e ear li classifiednoe ,-. lic if you provide,specific reason ''''' ould pp ft the. o ceve ud40. e thathey d , . _:w You may subscribe to receive an electronic notification from the City of proposed ordinances by signing • . . ail update on the City's website at www.cityofeagan.com/subscribe. ' Exterior work authorized by a building permit issued in accordance with the Minnesota State B ' •ing Code must be ••mpleted within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection ag.' st underground utility dam-•e. 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 se in conformance with the '.r• ance• and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, nd work is not to start wi •.. a pe , it; that the • ill be in accordance with the aaproved plan in the case of work which requires a review and .•proval of plans. X .--- ---0 ,fes /l`4 CZ if' Applicant's rinted Name , ' .licant's SiigggIfIr� A p lqq /6, DO NOT WRITE BELOW THIS LINE (6 76 ----? m 6. bitiz., SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi 4 Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex Lower Level Pool Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* fr Addition _ Move Building _ Reroof _ Demolish Interior Alteration — Fire Repair _ Windows Demolish Foundation _ Replace — Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation 7a5V Occupancy ,Td 4 -/ MCES System Plan Review / Code Edition A,0i.r SAC Units (25% 100% I/) Zoning Pi) City Water Census Code 113 if Stories Booster Pump #of Units / Square Feet 1114 r PRV #of Buildings I Length /i Fire Suppression Required Type of Constructioni 's Width 31. REQUIRED INSPECTIONS Footings (New Building) Meter Size: 4, Footings(Deck) Final I C.O. Required Footings(Addition) 414, Final I No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice&Water Final Pool:_Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: _Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: ii , Building Inspector RESIDENTIAL FEES to 1, J0 pit U+6 Q (l� �f �p/AO Base Fee /`Y? `f�' Surcharge Plan Review /6- MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 guessammummuummmeor 1-54Z9-069 (Z56) :XV! ri09-069 (lc6) :3N0Hd ''. 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