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4735 Prairie Dunes Way / 6--_---56 �L 9 r Use BLUE or BLACK Ink G � �� - � (�` �� For Office Use I 3 1 11 4iiel? l ��1 Permit 4k City of Eaft G J Cf `� Permit Fee: �/ 1� 3830 Pilot Knob Road L / 1 Eagan MN 55122 9 ��i , / l1"Date Received: a Phone:(651)675-5675 Fax:(651)675-5694 Staff: /16 0-/Li664/ .5-,, , 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: /0/23//7 Site Address: 1'/3 5 fielillg/ems 6otii s it)4 r Unit#: Name: /✓/Z. /J iV A Phone: Resident! Owner Address I City I Zip: ,p l 114_ Applicant is: Owner ic Contractor L-11, tiJ-1 ka° 1 Go �' Description of work: /Vett) � v n le .' f i is'!y Type of Work i y Construction Cost: 54G�w'70 Multi-Family Building: (Yes /No A) ) Company: D/z /Ipg_?bAI Contact: etoDKE 11-47€&-113 Address: 2 'bo ke.1,7,,:,(14. 6sOr# City: /CeVitl ie°.�Contractor Stater/ Zip: 55b1"/</. Phone616-1,g8 c-780 4Email: 6114 A Bret¢ d rho, bill .47114 License#: /?C CO'Si co 5 7 Lead Certificate#: yA If the project is exempt from lead certification, please explain why: iV C 5* 14-cAor( 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? X Yes No If yes,date and address of m7/r al plan: l r 7 - 112 T I"Ati21L I6S k Licensed Plumber: /1.15r,•-.6 ®Lv/17/314/6:, Phone: 76 3-L1 7.3 2.2-G, Mechanical Contractor: ��}-/S./ j- -TIA) 6 Phone: 76;-• / 73- 2l4 7 Sewer&Water Contractor: S'1k 4Z- PL u N?131 a• 1 lPhone: `52 243 11 "9 14 , Fire Suppression Contractor: d//"r Phone: NOTE:Plans and supporting documents that you submit are;cons,dered,to be public in formation.,, ortio`s of the information may tae classifiedzas non public if you provide specific reasons that weld permit the City to conclude;that they are trade-secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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. r d x i � i'di I�-G-e x Y--,_ Applicant's Printed Name Applicant's Signa ure Page 1 of 3 DO NOT WRITE BELOW THIS LINE / g(e M1 SUB TYPES 7 e. / tr� _ Foundation _ Fireplace Porch (3-Season) Extefior Alteration(Single Family) 4 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 je 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 Valuation 330 CVO Occupancy 724 -/ MCES System Plan Review z Code Edition ,�.0/9 SAC Units / (25%_ 100% f') Zoning ,;/) City Water Pr Census Code /d/ Stories 5, Booster Pump Any #of Units / Square Feet ;Za9, , PRV /1.40 #of Buildings / Length li 9 Fire Suppression Required O Type of Construction a Width la REQUIRED INSPECTIONS Footings (New Building) Meter Size: ,3K Footings (Deck) 91 Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation ae Foundation Before Backfill HVAC Gas Service Test Gas Line Air Test Roof: (/ Ice &Water * Final Pool: Footings Air/Gas Tests _Final j Framing 30 Minutes //li Hour Drain Tile Fireplace: tie Rough In Air Test lie Final Siding: Stucco Lath _Stone Lath Brick_EFIS Insulation Windows 1- Sheathing Retaining Wall:_Footings_Backfill_Final . Sheetrock / Radon Control Fire Walls Fire Suppression: _Rough In Final $._ Braced WallsErosion Control Shower Pan Other: Reviewed By: — , Building Inspector RESIDENTIAL FEES �� U4/14 4 4 /k/7 & /G fp/ J v 90 i Base Fee �fj JG _ -- Surcharge i Sr Plan Review 6.32✓ ��/7 757 `J y9 y� MCES SAC City SAC ��, /G3L0€ gq§gx l6( pi Utility Connection Charge S&W Permit &Surcharge 9d /t 71-/ oe i/0 `/! i 135 L/ Treatment Plant Copiesj' n ,,�s a0 TOTAL OAT &i,- //1lo�/s/ 3- 7�/ ---- Page 2 of 3 /46 New Construction Energy Code Compliance Certificate D.R.HO I Date Certificate Posted 't • r Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 10/24/17 Mailing Address of the Dwelling or Dwelling Unit 4735 Prairie Dunes Way Name of Residential Contractor MN License Number DRHorton BC605657 Community Plan ID Eagan 5470 THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No Fan) 0 w E~ °� Active(With fan and monometer or a, other system monitoring device) a U a ;° c U Location(or future Location)of Fan: ca a:1 13U > o z c u A Insulation Location U p Z w w 2 2 a: Other Please Describe Here Below Entire Slab X Foundation Wall(Sides) R-15 X R-10 Exterior,R-5 Interior Foundation Wall(Front and Back), R-10 X Exterior Rim Joist(Foundation) R-20 X Interior Rim Joist(15t 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 l 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 BA13NA036 Describe: Input in 80000 Capacity in 50 Output in 3 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Efficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALC 57,182 29,731 36,164 Cfm's "rouna auct 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 cfrns: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: 60%=105 High: l00%=200 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: Cfm's Capacity continuous ventilation rate in cfms: 90 4 "round duct OR Total ventilation(intermittent+continuous)rate in cfins: 180 "metal duct 4735 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 Tuesday,October 24,2017 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. 1 hiraC Residential&1Jight Commercial HVAC Load ` ,i Jif n t®' 40, a` e u bind&Heating :.. � �i 4735rnfet a E an P trivt ttl tlN:,55447' !/ ,,,, Project Report Project Title: 4735 Prairie Dunes Way Eagan Designed By: Michael Hoium Project Date: Tuesday, October 24, 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 Reference City: Minneapolis, Minnesota Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb /W t Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15d -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 Total Building Supply CFM: 1,344 CFM Per Square ft.: 0.312 Square ft. of Room Area: 4,305 ✓ Square ft. Per Ton: 1,428 {Volume(ft3): 33,152 3utldt j y F i Total Heating Required Including Ventilation Air: 57,182 Btuh /7 57.182 MBH Total Sensible Gain: 29,731 Btuh 82 % Total Latent Gain: 6,433 Btuh / 18 °A) Total Cooling Required Including Ventilation Air: 36,164 Btuh ✓ 3.01 Tons(Based On Sensible+ Latent) - .. r. tilt z r. r Rte._:; 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. Tuesday, October 24, 2017, 7:34 AM rr " rc . � • t peV#sk5 me 3cvac Residential&LightCommetat�jN�C ' ' � Elite_•ac ,,, 73 flWEaa0�#tIl7� �/ ting// � 44044,i % 4 , � � ues � agn Plymotht.Mf45517 .y „,; A ,r ,,... ; , �... i �/ , � Pa§e3 Load Preview Report ' € ': Sys a Sys Sys Nets ft.z' I Sen i Lat Neta Sen; Htg i Clg Act Duct Scope Ton /Ton Area( Gain Gain I Gain Loss CFM! CFM CFM Size J Building 3.01 1,428 4,305 29,731 6,433 36,164 57,182 671 1,344 1,344 System 1 3.01 1,428 4,305 29,731 6,433 36,164 57,182 671 1,344 1,344 12x19 Ventilation 999 4,177 5,175 6,685 Supply Duct Latent 107 107 Return Duct 55 49 104 366 Humidification 6,421 Zone 1 4,305 28,677 2,101 30,778 43,710 671 1,344 1,344 12x19 1-Basement 1,302 3,577 0 3,577 12,644 194 168 168 2--5 2-Main Floor 1,423 14,737 2,101 16,838 14,904 229 690 690 7--6 3-Second Floor 1,580 10,363 0 10,363 16,162 248 486 486 5--6 Tuesday, October 24, 2017, 7:34 AM Rhvac Residents 8 Light Carnm�erclal I'11AC Loads *it ! r„y �� lit S ftware ® Y ,, 10; Sabre Plurr tiktg I r eating / s 4* Ines lata . z>PIYE y i' rruth�' �1 '�J�17 ,,.,./ ".. . di-,..� ?.�,/, F,.,wB. six .�...,n/�� //�a�< , / //.aziw,.. � Total Building Summary Loads • ----,; s.. r,r. - rill `t} rr{1' DRH LowEE 2932: Glazing-DRH Windows, u-value 0.29, 52.5 1,326 0 1,563 1,563 S,�GC 0.32 DRH LowEE 3131: Glazing-DRH Windows, u-value 0.31, 308 8,309 0 8,157 8,157 SH 31 DRH LowEE 3132: Glazing-DRH Windows/Glass Doors, 40 1,079 0 1,201 1,201 u-value 0.31, SHGC 0.32 Door 31 UF: Door-Exterior Door- .31 U Factor, .23 SHG(' 37.8 1,018 0 281 281 DR 8ft-4in: Wall-Basement, Custom, DRH-8" 616.6 2,728 0 162 162 p.• d concrete wall, R-15 board insulation to footing, no interior finish, 8'-4"floor depth DRH- R10 3.5ft: Wall-Base t, Custom, DRH-8" 175 898 0 89 89 poured concrete wall, r-1 board insulation to 4„rtgitaru1' footing, no interior fin' , 3.5'floor depth 12F-Osw: Wall-Fram R-21 nsulation in 2 x 6 stud 2825.4 15,979 0 2,444 2,444 cavity, no board in ion, siding finish,wood studs DRH-R10 8ft-4in: Wall-B. -is-nt, Custom, DRH-8" 416.7 1,982 0 110 110 poured concrete wall R-10 4oard insulation to footing, no interior finish, :'-4"floor depth RJ 20 Spray Foam: Wall-Frame, Custom, im Joist R-22 473.4 2,058 0 580 580 Closed Cell Spray Foam R49 16B-49: Roof/Ceiling-Under Attic with Insulation on 1580 3,162 0 1,744 1,744 Attic Floor(also use • nee Walls and Partition Ceilings), Custom, R-49 clown Insulation, No Radiant Barrier, Ve -. Attic, Asphalt Shingles 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1302 3,058 0 0 0 or more feet below grade, no insulation below flo any floor cover, shortest side of floor slab is 20'wide P-32 R-32: Flo -Over open crawl space or garage, 216 564 0 52 52 Custom, R-30 lanket insulation, 3/4" Foamboardt8- any cov Subtotals for structure: 42,161 0 16,383 16,383 People: 6 1,200 1,380 2,580 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 1,915 156 393 548 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 180, Summer CFM: 180 6,685 4,177 999 5,175 Humidification (Winter) 17.51 gal/day : 6,421 0 0 0 AED Excursion: 0 0 2,198 2,198 Total Building Load Totals: 57,182 6,433 29,731 36,164 Total Building Supply CFM: 1,344 CFM Per Square ft.: 0.312 Square ft. of Room Area: 4,305 Square ft. Per Ton: 1,428 Volume(ft3): 33,152 a Total Heating Required Including Ventilation Air: 57,182 Btuh 57.182 MBH Total Sensible Gain: 29,731 Btuh 82 Total Latent Gain: 6,433 Btuh 18 % Total Cooling Required Including Ventilation Air: 36,164 Btuh 3.01 Tons(Based On Sensible+ Latent) Notes :.. 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. Tuesday, October 24, 2017, 7:34 AM Rfivac Fesidr# 1& � N� # r�ial iLvads � ,,l � � ----4 80nfare©66,6-s nen Sabre Pith a�9&R a 1� ,'' -�'' 4, �''-nes 1 a an Detailed Room Loads - Room 'I Basement (Average Load Procedure) J Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 26.0 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,302.0 sq.ft. Supply Air: 168 CFM Ceiling Height: 8.3 ft. Supply Air Changes: 0.9 AC/hr Volume: 10,850 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 52 CFM Runout Air: 84 CFM Percent of Supply.: 31 Runout Duct Size: 5 in. Actual Summer Vent.: 22 CFM Runout Air Velocity: 614 ft./min. Percent of Supply: 13 Runout Air Velocity: 614 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.301 in.wg./100 ft. Actual Summer Infil.: 0 CFM , , -7----A,-47,,,,,-. ,,k, -f,t,c4fir,,,,,:• 55EX-147,DLV,,:tgF,:e42',SMON.A gii',•'07 :2141=„7„-\;, ,,:,,,,p,,,.--,s,:, ,';;,''',!'qeo_-_,II:w*-4. .,,,,,-„„; .besotoda .. mm NW-Wall-DRH-R15 8ft-4in 37 X 8.3 308.3 0.042 4.4 1,364 0.3 0 81 SW-Wall-DRH-R10 3.5ft 50 X 3.5 175 0.054 5.1 898 0.5 0 89 SW-Wall-12F-0sw 50 X 4.8 189.2 0.065 5.7 1,070 0.9 0 164 SE-Wall-DRH-R15 8ft-4in 37 X 8.3 308.3 0.042 4.4 1,364 0.3 0 81 NE-Wall-DRH-R10 8ft-4in 50 X 8.3 416.7 0.050 4.8 1,982 0.3 0 110 NW-Wall-RJ 20 Spray Foam 37 X 55.5 0.050 4.4 241 1.2 0 68 1.5 SW-Wall-RJ 20 Spray Foam 50 X 75 0.050 4.4 326 1.2 0 92 1.5 SE-Wall-RJ 20 Spray Foam 37 X 55.5 0.050 4.4 241 1.2 0 68 1.5 NE-Wall-RJ 20 Spray Foam 50 X 75 0.050 4.4 326 1.2 0 92 1.5 SW-Gls-DRH LowEE 2932 shgc- 52.5 0.290 25.2 1,326 29.8 0 1,563 0.32 0%S (3) Floor-21A-20 50 X 26 1302 0.027 2.3 .__.. 3,058 0.0 0 0 Subtotals for Structure: 12,196 0 2,408 Infil.:Win.: 0.0, Sum.: 0.0 1,215 0.000 0 0.000 0 0 Ductwork: 448 42 AED Excursion: 274 Lighting: 250 853 Room Totals: 12,644 0 3,577 Tuesday, October 24, 2017, 7:34 AM vac Residential& �g �6mmercial HVAC L.o 4 ,?0�,'',**, � �, " ftlitt$r t are Dees! rrttetni 1 y at t'e Fiurnb,i) &$eat n9 , ` 4735 Prairie un Warr gag Plymouth.t t4 544 atr:: �3! _ ��e�. Y.�%.�.s' ✓�= < �.+4, y YyiS ,.a„ ::::"*"''''"" 6%44' ;', �' :;''' .k: oa 3, ,.,a " pe j Detailed Room Loads- Room 2 - Main Floor (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 28.5 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,423.0 sq.ft. Supply Air: 690 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 12,807 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 61 CFM Runout Air: 99 CFM Percent of Supply.: 9 % Runout Duct Size: 6 in. Actual Summer Vent.: 93 CFM Runout Air Velocity: 502 ft./min. Percent of Supply: 13 Runout Air Velocity: 502 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.157 in.wg./100 ft. Actual Summer Infil.: 0 CFM EAVainar a � t� li .i it . . ..:$.�..a u4, �;t .7..1 is ii-(TM .. t'i g NW-Wall-12F-0sw 37 X 9 333 0.065 5.7 1,883 0.9 0 288 SW-Wall-12F-Osw 50 X 9 320 0.065 5.7 1,810 0.9 0 277 SE-Wall-12F-0sw 37 X 9 321 0.065 5.7 1,815 0.9 0 278 NE-Wall-12F-Osw 50 X 9 376.2 0.065 5.7 2,128 0.9 0 325 NW-Wall-RJ 20 Spray Foam 41 X 47.8 0.050 4.4 208 1.2 0 59 1.2 SW-Wall-RJ 20 Spray Foam 50 X 58.4 0.050 4.4 254 1.2 0 71 1.2 SE-Wall-RJ 20 Spray Foam 41 X 47.8 0.050 4.4 208 1.2 0 59 1.2 NE-Wall-RJ 20 Spray Foam 50 X 58.4 0.050 4.4 254 1.2 0 71 1.2 NE-Door-Door 31 OF 3 X 6.7 20 0.310 27.0 539 7.4 0 149 NE-Door-Door 31 OF 2.7 X 6.7 17.8 0.310 27.0 479 7.4 0 132 SW-Gls-DRH LowEE 3131 shgc- 90 0.310 27.0 2,425 29.2 0 2,630 0.31 0%S (5) SW-Gls-DRH LowEE 3132 shgc- 40 0.310 27.0 1,079 30.0 0 1,201 0.32 0%S 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- 36 0.310 27.0 970 22.8 0 820 0.31 0%S (2)- Subtotals for Structure: 14,376 0 6,711 Infil.: Win.: 0.0, Sum.: 0.0 1,778 0.000 0 0.000 0 0 Ductwork: 528 174 AED Excursion: 1,130 People: 200 lat/per, 230 sen/per: 6 1,200 1,380 Equipment: 901 3,638 Lighting: __ 1,705 Room Totals: 14,904 2,101 14,737 Tuesday, October 24, 2017, 7:34 AM *lividRes al&LI10c me j t�£AC L gads 1=1r#eA�x t i�13e f�p' Inc :'Sabre PI bins&I1,ea�r�e ;4 /r 4735 PratrrelresWay E Plyxr odic 111*I 55447 ,i .., �✓i• ,� f ' Detailed Room Loads - Room 3 Second Floor (Average Load Procedure) deiier - -., Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 31.6 ft. System Number: 1 Room Width: 50.0 ft. Zone Number: 1 Area: 1,580.0 sq.ft. Supply Air: 486 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 12,640 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 67 CFM Runout Air: 97 CFM Percent of Supply.: 14 Runout Duct Size: 6 in. Actual Summer Vent.: 65 CFM Runout Air Velocity: 495 ft./min. Percent of Supply: 13 % Runout Air Velocity: 495 ft./min. Actual Winter Infil.: 0 CFM iActual Loss: 0.152 in.wg./100 ft. Actual Summer Infil.: 0 CFM NW-Wall-12F-Osw 41 X 8 316 0.065 5.7 1,787 0.9 0 273 SW-Wall-12F-Osw 50 X 8 325 0.065 5.7 1,838 0.9 0 281 SE-Wall-12F-Osw 41 X 8 328 0.065 5.7 1,855 0.9 0 284 NE-Wall-12F-Osw 50 X 8 317 0.065 5.7 1,793 0.9 0 274 NW-Gls-DRH LowEE 3131 shgc- 12 0.310 27.0 324 22.8 0 274 0.31 0%S SW-Gls-DRH LowEE 3131 shgc- 75 0.310 27.0 2,025 29.2 0 2,190 0.31 0%S (5) NE-Gls-DRH LowEE 3131 shgc- 75 0.310 27.0 2,025 22.8 0 1,710 0.31 0%S (5) NE-Gls-DRH LowEE 3131 shgc- 8 0.310 27.0 216 22.8 0 182 0.31 0%S UP-Ceil-R49 16B-49 31.6 X 50 1580 0.023 2.0 3,162 1.1 0 1,744 Floor-P-32 R32 12 X 18 .... 216 _._...... 0.030 2.6 564 ._... 0.2 0 52 Subtotals for Structure: 15,589 0 7,264 Infil.: Win.: 0.0, Sum.: 0.0 1,456 0.000 0 0.000 0 0 Ductwork: 573 122 AED Excursion: 794 Equipment: 0 478 Lighting .........____ 500_ ..____ _.. _... 1,705..... Room Totals: 16,162 0 10,363 Tuesday, October 24, 2017, 7:34 AM • Site address 4735 Prairie Dunes Way Eagan Date 10/24/2017 Contractor Completed Sabre Plumbing & Heating By Michael H Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) / Square feet(Conditioned area including 4305 Total required ventilation 180 (i/ Basement—finished or unfinished) 5 Continuous ventilation 90 Number of bedrooms 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 l5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ so ft 1 nnntinunns continuous continuous rontinurnis rontinuntts 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 12.(1/3 185/93 04001-4500 120/60 135/68 150/75 165/83 0180/90 195/98 �Lsm:sow / 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)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: OG noo High cfm: Continuous fan rating in cfm(capacity must not exceed J G 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 60%=105 CFM ERV has wall control-set to 100%=200 CFM Directions-Describe the operation of the ventilation system.There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance.Related trades also need adequate detail for placement of controls and proper operation of the building ventilation.If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends.If an ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures' installation instructions.lithe 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 4305 unfinished basements) Estimated House Infiltration(cfm):[la 646 x ib] 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 646 above) Makeup Air Quantity(cfm); [3a-3b] (if value is negative,no makeup air is needed) -271 4.For makeup Air Opening Sizing,refer to Table 501.4.2 NOT REQ'D A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C.Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fule appliances. Table 501.4.2 Makeup Air Opening 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. I— Combustion air Not required per mechanical code(No atmospheric or power vented appliances) ✓ Passive(see IFGC Appendix E,Worksheet E-1) (Size and type 3"Rigid,4"Flex Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required.If a power vented or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. • Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: 80000 raft Hood pan 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. 1 824 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 LxWxH 12 LnWnH Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)i s less than TRV then go to STEP S. 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= 1824 / 3000 = 0.61 Step 6:Calculate Reduction Factor(RF). RF=l minus Ratio RF=1- 0.61 = 0.39 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per in CAOA= 40000 /3000 Btu/hr per in2= 13.33 int Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x 0.39 = 5.23 int 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= 2.58 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. 4111 City Inspection Dept. Copy City of Eagan City Forester Copy Applicant/Builder Copy /1/‘� � 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 16 Block Number 1 Address 4735 Prairie Dunes Way Builder D. R. Horton Phone Number: 612-508-1642 Contact: Kevin Bartol Tree Protection Requirements: Tree Protection Fencing Installed on Site 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: Three(3) Category B trees (>= 2.5" caliper deciduous trees), per approved Tree Mitigation Plan. One(1) swamp white oak in front yard and two (2) red sunset maple in back yard area. Trees to be installed following completion of construction. Attachments: EAGAN FORESTRY DIVISION X Nees (Refer to attac eftpoyrr�� f r BY Additional Notes: DATE LO- 21-- 1) H:\ghove\2017file\treepres\Tree Preservation Plan Dakota Path 6'"Add.Lot 16 lock 1 0 amn •O r 5. D o0 g m • O m / m m i_ii A A ll , o T O m 22Am222 0 r �a 21:g 2 It. a Ai m Ark,A !may / /#17 ps a3 = ��'° /�a c.) i �°d°�,b; 64.k. CO-14. 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Paul, MN 55102 LOT SURVEY CHECKLIST FOR RESIDENTIAL /7/4 BUILDING� PERMIT APPLICATION LEGAL: 1.-5)4 �i�J I ' th2 1, �t P C' DATE OF SURVEY: ro////C7 LATEST REVISION: m L—/ 7:5i):74/g;i21- tee, C��j a O z Q DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company ,Zr 0 0 • Building Permit Applicant 0 ❑ • Legal description ,17 ❑ ❑ • Address • ❑ 0 • North arrow and scale 7 ❑ ❑ • House type(rambler,walkout, split w/o,split entry, lookout,etc.) g ❑ 0 . Directional drainage arrows with slope/gradient% $ 0 ❑ • Proposed/existing sewer and water services&invert elevation X El ❑ • Street name 0 ❑ • Driveway(grade&width-in R/W and back of curb,22' max.) • ❑ ❑ • Lot Square Footage ja' ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners /el ❑ ❑ • Top of curb at the driveway and property line extensions 21 ❑ 0 • Elevations of any existing adjacent homes El ❑ • Adequate footing depth of structures due to adjacent utility trenches ,X ❑ 0 • Waterways(pond,stream,etc.) Proposed yf ❑ ❑ • Garage floor ❑ ❑ • Basement floor ❑ ❑ • Lowest exposed elevation(walkout/window) y ❑ ❑ • Property corners ❑ ❑ • Front and rear of home at the foundation Y (,9 • PRV Required PONDING AREA(if applicable) ❑ ❑ • Easement line ❑ ❑ • NWL ❑ ❑ • HWL ❑ 4 ❑ • Pond#designation ❑ , ❑ • Emergency Overflow Elevation ❑ 4' • Pond/Wetland buffer delineation V • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS X ❑ ❑ • Lot lines/Bearings&dimensions ❑ ❑ • Right-of-way and street width(to back of curb) Jd ❑ ❑ • Proposed home dimensions including any proposed decks,overhangs greater than 2', porches,etc. (i.e.all structures requiring permanent footings) mi ❑ ❑ • Show all easements of record and any City utilities within those easements ,R' 0 ❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures ❑ 0 • Retaining wall requirements: Reviewed B • y 1� ',� 7 Date/fe9d G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev. 11-16-16 • irtZ9-O69 (zs6) 1xvj 41,o9-06e (zss) 13NOHd o 444 MSG NW '311VSNan9 'o}osauum ',tlunoo olo>ioa 'NOILI4o'd >... c0 4) Wao Z 1.1, 'On mins 't1' avOa AINn03 .LSJM OOSz HL9 Hldd VlONVO '1. �fool8 '9L WI C13 r. 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S!, CO 0 tt/ h 4/ el FO/N,.,, o o �N 09 :' oo --••••.„.. !°6,C 4/ A-6. ,moo oc� \ 0! 4Z/i — / 1%��A QO��' OSS -1 9kb0/ V >/ �oa� P0:- ,� •G� 0 0350 /&0 <0 \04/ / 40 ^ow 0 44);........\ a�) \ cr OG'kr (0� 0 f i� � O` c ,,c/0,9,, ^�. `4Q- / � J&4/ 1 Q-... V. i h e` OQ ��2 �? �� ,•• ,'Z')°� s�o/, Or ���0\ BOJ o ^� /.°�c�r� -1, ,c.„ sot Q4 �/ 0 0 L \ O h a tZ' �// �? fn C10�7•��.`\ >00 O�o/ ',0 '.1. �, �4,,z_ /` 0,y 4., off. .° 4-1 / QQr Is se / •,- , 1, .e,00.6.25. 00 0. E.,,,.. ..... 4? /-•*--• 0 F"ki /v":-% c)/ (1,4- Y 4,6 ,,,' , , ,...4 PO� ! 9o0� moo° ,�� J/ P �0 << s ;� /ZO, \ /� � tiA P ,1....'/ ...,„s ... \ ` 4 Ibl,,,,, 6?,,, ..)/ ' ('S , , -/ .?. 9. ' f }`4 BOJ a�oJ /l h/Sk8 yo 4(Y0 '90, ¢c co O ... ...... / �Ci r / o c,�<v .. /., 1 bJ �- 0� =� !'1 �` BOO L / °i '/. O� Apt- +, / Dry / Cci QV� • a, c K 7 !r L C- c v • c rca .° to' / �k / (/ q-' -' o " > O (� / ' w o E `o(13 ai a)CU Q ...e. / a0 1 �/ v�P x C ` 0Ca N 7 �-at / rr : O �Q c o Q o Z -1 1� / �.4, Cj '` co 0wwoi- x 1o.. 7. 7 off w Cu °' .v a °' -! VA r1 ` / C) aCi v a a CU CU v W w / W O 0000000 .�� Cj - L , N') ¢ E" W Zo 11 Aa. its, c U . . c,0 ._ c, > tz atzre ieln. 7c----........p— rn ao . � � a 0 BRAUN Page of ural- son to/t INTERTEC (14/ 77Z /, The Science You Build On. 1 Daily Soil Observation Notes Project No.: (I'c O I-VZ C.“-f 61.1 Date: I j/P1/r7 Report No.: 1 -LProject Nam:: 7 .?� Pro,'Kir ✓i 5 `/1/7 Project Location: L, f `fes I J I _ De..it...) l--•`/i c_n— y Client: be tiTi'- Temp/Weather: (/J,./L� I/O" Project Manage Jbt W-5-113 14I Time Arrived: Departed: Soil Q Areas Observed: O Building Pad Q House Pad O Roadway O Pkng/walks O Footing O Proof Roll O Other(describe) /� Soil report available? ❑ Yes ❑ No Report reviewed? ❑ Yes ❑ No Report prepared by: Get copy Benchmark: / 54_ ( Benchmark elevatione .,� Benchmark provided by: f',.,,k, Finish floor elevation : Bottom of footing elevation Bottom of excavation elevation Approved plans available? V� Specified compaction : Fill source: Oversizing appears adequate? ❑ NA / Yes ❑ No Soils observed agree with Soils report? ❑ Yes ❑ No Soils appear adequate for design loads? r Yes ❑ No Proposed project bearing capacity(psf): 100 Contractor notified of results? 1k] Yes O No Name of person notified: Uc Was a copy of this report left on site? Yes ❑ No If so,whom was it submitted to? I 1I ( 113 1111111111 - ampumemornmme _ . __.... ...._ „„ MI � E .► r lin Ii'. l tr. III IIh ,t !. ra MINIMMAIIillIlIllNMIIIIIIIIIIIIIIIIIIIIIIINIv / j r ►•_. ''��i�.' ..__ rr it I S _„ IIIIIIIIIIIIIIIIMIIIIIIIIIIIIII I ll�l yip amamouiiiii s._ .. 11 r IIIIIIIIIIIIIIIIIIIIIIIIMIII=1M..III Notes/Comments: 1.1111111111111111111111 1111111111111MMINIMMI1 la Inn111111111111111111111111111 111111.11111.1111111111111111 iii= 1112111/11111/1. 111111111111111111111111111.111111111111 IIHIIIIMI -IIIIIIIIIMIINIIIIIIINIMIMIIIIIIIIII j Write bottor levations, date excavated, oversizing and type of bottom soils on sketch E 1 , Performed By: --. Reviewed By: Date: This is a preliminary repo 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. Job Truss Truss Type Qty Ply NC Roof Repair 302855-C A COMMON y 1 l-i 3 S , 12-0...;-P- !,1132886685 Job Reference(optional) v I)vi e s A-�1 Villaume Industries,Inc, St.Paul,MN-55121, 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Mar 30 12:42:34 2018 Pale 1 ID:8BAf?F 1 P5GkeYXrUCwFJRLzeeFc-510YAvbB8w?wsr_IVe5XvFdQ 1 XVt6Fd7OPkO7XzVktp 11-0-01 6-9-6 I 12-3-1 I 17-6-0 I 22-8-15 28-2-10 l 35-0-0 36-04 I-0-0 6-9-6 5-5 12 5-2-15 5-2-15 5-5 12 6-9 6 -0-0 29"SECTION DAMAGED ON WEB 5-13 AS SHOWN. Scale=1:60.7 4x6 II 6.00 12 6 oe 3x4% 3x4 7 3x6 \. 3x6 1.5x3 \\ 4�� •*�'p*** 148 1.5x3 // 7 3 e*0 Co ,i 2 10 6x6*I 14 15 16 13 17 18 12 6x6,11 110 3x4 = 6x8= 3x4= APPLY 2 X 4 X 6'SPF/DF/SP NO.2 SCAB(S)TO EACH FACE OF TRUSS CENTERED TOINSTALLFIT TIGHT.2 X 4 SPF/DF/SP N0.2 I. N NEW MEMBER.ATTACH WITH(0.131"X 3")NAILS PER THE 4"M FOLLOWING NAIL SCHEDULE:UL 1 ROW:SPACEDCING FRO.@FRONT FACE AND BACK FACE CUT FOR A NET 2"O.0 SPACING IN THE TRUSS. USE 2"MEMBER END DISTANCE. 0.1-8 8-10-9 17-6-0 26-1-7 I 34-11-8 35-0-0 0-d-8 8-10-1 8-7-7 8-7-7 8-10-1 o-d-8 Plate Offsets(X.Y)— (2:0-0-0,0-4-10],110:0-0-0,0-4-10],(13:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. a PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 1 1 MT20 197/144 TCDL 7.0 Lumber IDOL 1.15 BC 1.00 •a 12-13 >791 180 BCLL 0.0 * Rep Stress Incr YES WB 0.52 r t BCDL 10.0 Code MNSRC2015/TPI2007 Matrix-S Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-4,8-11:2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SPF No.2 WEBS 1 Row at midpt 5-13,7-13 WEBS 2x3 SPF Stud*Except* 5-13,6-13,7-13:2x3 SPF No.2 WEDGE Left:2x4 SPF No.2,Right:2x4 SPF No.2 REACTIONS. (lb/size) 2=1904/0-5-8,10=1904/0-5-8 Max Horz 2=121(LC 12) Max Uplift 2=-117(LC 8),10=-117(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3261/184,3-5=-2970/196,5-6=-2092/162,6-7=-2092/162,7-9=-2970/196, 9-10=-3261/184 BOT CHORD 2-14=-213/2758,13-14=-108/2268,12-13=-18/2268,10-12=-92/2758 WEBS 3-14=-420/168,5-14=-40/637,5-13=-800/171,6-13=-55/1362,7-13=-800/171, 7-12=-40/637,9-12=-420/168 NOTES- I Hereby certify that this plan,speck 1)Unbalanced roof live loads have been considered for this design. ficafion,or report wan prepared by 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=4.2psf;BCDL=6.Opsf;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 Nacional --r undo. .,.r lawn 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. of the t•ate of Minnie".a. 4)*This truss has been designed for a live load of 20.Opsf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=117,10=117. STEVEN E,FOX DATE REG,NO,21980 March 30,2018 8 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5(1-7473 rev.10/03/2015 BEFORE USE. NI' 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 k' 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 ANSIITPI1 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 ` pF E,q a • a o 3830 Pilot Knob Road I Eagan MN 55122 Phone: (651)675-5675 I Fax:(651)675-5694 buildinqinspections(cacitvofeagan.com Address: 4735 Prairie Dunes Way Permit r: 46636 The following items were/were not completed at the Final Inspection on: it/( 4 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 hif Porch Lower Level Finish q Deck Fireplace 1 • 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: 1 RECEIVED For Office Use j 1 ' /� I. ,,,_, , /‘, FEB 12 2019 Permit#: /61 010- 4J EAGANPermit Fee: Date Received: 'a'0- 1 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: i 1`i buildinginspections(acitvofeagan.com L 2019 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: // ((r-1 Unit#: L Name: TU,JI Phone: bZ3_1 216 3 Resident/ Owner Address/City/Zip: 14 /-7 3-5- pr,16,e II;L- ¢C LI l Applicant is: OwnerContractor Type of Work Description of work: (<,l,rr L , Construction Cost:-.°12._..00‘) Multi-Family Building:(Yes /No ) Company: Vc ��GiRQ,�. C�S���.vc2, Contact: V� tib 4- 1 Contractor Address: 1 1 S1(S .,,k(9‘71- TAi I City: SA Ie RS State/W1)tt Zip:J S-V { ' Phone: 141Z` Wz 9ZEm iL• - 1 q.e £ -�-t9I.COP-N License#: \7-�---A 6 q-(6 Lead Certificate#: If the project is exempt from lead certification, please explain why: ,[3v/ .. I i, jig k \) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.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 accor ance with the approved plan in the case of work which requires a review and approval . plans. x c'r4/1,k- x � Applicant's Printed Name , .plicant's Signature DO NOT WRITE BELOW THIS LINE "/ 7Z5 Po.A_; l E / SUB TYPES Foundation Fireplace Porch (3-Season) Exterior Alteration(Singlo Family) Single Family Garage Porch (4-Season) Exterior Alteration (Multi) _ Multi ji 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 DESCRIPTION4, Valuation 5av Occupancy ‘,76 -/ MCES System Plan Review Code Edition 9,04 SAC Units (25% 100% ✓) Zoning PP City Water Census Code £13t/ Stories _ Booster Pump #of Units / Square Feet )--71- PRV #of Buildings 1 Length Fire Suppression Required -- Type of Construction Width 74 REQUIRED INSPECTIONS Footings (New Building) Meter Size: - Footings (Deck) Final I C.O. Required Footings (Addition) Final /No C.O. Required Foundation Foundation Before Backfill HVAC Service Test Gas Line Air Test Hood Roof: _Ice &Water _Final Pool: Footings Air/Gas Tests Final Framing �0 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: /t� , Building Inspector RESIDENTIAL FEE' !!// Q J) Dn /1' g /5 /i4O Base Fee /1? an Surcharge Plan Review X MCES SAC City SAC Utility Connection Charge S&W Permit &Surcharge Treatment Plant Copies TOTAL Page 2 of 3 — - 4429-069 (ZS6) :Xv.J 4409-069 (ZS6) :3NOHd ... ci �- L££SS Nil '3l11ASN U18 •o}osauultry 'd}unop o}0�0p 'N011.100V } N o Z 0 'On almS 'z4 Ovoa ALNnoo 1S3M OOSZ H19 HIVd d10>VO 'L 10018 '9l 10-1 03 W Z f, �� 1.- c 0 S2l01�3AafiS / S2J33NI9N3 / Sa3NNVld t��LQSSNXD[ SNI tODfOX 7f 11 i F- M. 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