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1552 Deerwood Dr :0 0� Use BLUE or BLACK Ink /' C� For Office Use " �� �� /� I Permit#:��� 7�j� dA f/1 41111 City of EaEd � � — I ;� soq o I permit Fee: 3830 Pilot Knob Road �L! G0q, I I Eagan MN 55122 Date Received: 7 Phone: (651)675-5675 I I Fax:(651)675-5694 I Staff: I GQ U) /3e-7 -7 17 2016 1----------------- I 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: ( Site Address: l ) r(4� l/�� Unit M Name: ti 7e Phone: 3 . Ow. Address/City/Zip: ,} Applicant is: Owner Con tractor ZOL CL4 v /14�Z Description of work: fC Construction Cost: Multi-Family Building:(Yes /No � PTV ^A Company: �-T, �,�_IIIA4 17,,'ICJ Contact: sre9 f sss� �/- 5, ;4 L y: ' PdCtot Address• 7( city: State: Zip: Phone: 0 Email: License M Lead Certificate#: ca 41 If the project i�s exempt from lead certification, please explain why: /mow 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: 31a Mechanical Contractor: A Phone: 2sU T3/ _5NZ Sewer&Water Contractor: Phone: 5O5 � Z Fire Suppression Contractor: Phone: �T fans a up0 rtrrgltcirmentsh61# ou A;ti mitare considered#o bec far ;Portro � tltie#� � matro jr be, 'cu ed as on pp c;if,you provide specific reasons that�0u d ecin�t the y `z. � snrxprfluthat tie 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 uridergr6und utilities. www.goaherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a`permit, but Only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by i1builaing permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. / X v° x .e J Applicant's Prin ed Name Ap cant's Signa ure Page 1 of 3 1 }Od Pr-'DO NOT WRITE BELOW THIS LINE 130 �6 9- SUB TYPES Foundation _ Fireplace _ Porch (3-Season) _ Exterior Alteration (Single Family) Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex Lower Level Pool _ Accessory Building WORK TYPES New _ Interior Improvement Siding _ Demolish Building" _ Addition Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace Repair Egress Window _ Water Damage Retaining Wall 'Demolition of entire building-give PCA handout to applicant DESCRIPTION v� Valuation Occupancy -�'Jjc -/ MCES System Plan Review / Code Edition �O _ SAC Units _ L (25%_100% ) Zoning /'Z ^/ City Water Census Code Stories Booster Pump #of Units J Square Feet 17,7sg PRV — A62 #of Buildings L Length 7/ Fire Suppression Required Vv Type of Construction Width _ REQUIRED INSPECTIONS C Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required G'A Foundation HVAC_Gas Service Test Gas Line Air Test Roof: Ice &Water ,4Fina Pool: _Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace- j Rough In jAir Test Final Siding:_Stucco Lat Stone h _Brick Insulation Windows Sheathing Retaining Wall: FootingsBackfill Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final 47 Braced Walls Erosion Control TShower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES 1.�. tl!Y/=�N ?y3, C. �� 7 �93 Base Fee 01 A 1 . c�i X34 Surcharge r j ST f-�.jZ 3d���'��R/$ �J J� Plan Review 3 �� _ MCES SAC 'Y-0 74A 2,6" !3� City SAC Utility Connection Charge 9 �A� - 1G ?? S -fsJ �13 S&W Permit&Surcharge f�f Gb Treatment Plant �7 7 OG Copies 57 �E• f' d°«9 Jr'G� �� gad G�3 - TOTAL Page 2 of 3 I New Construction Energy Code Compliance Certificate Per N 1101.8 Building Certificate.A building certificate shall be posted in a permanently visible location inside Imm Certifluft Need RE C E I VE'D the buittling. Tin certificate shall be completed by the builder and shall list information and values of uwqxwcDts listed in Table NI 101.8. 1 6/1612016 JUL 2 17016 Maffial Addrm of the ftviling or Dwelling Vail City 1652 Deerwood Drive Ea an MN Licose Number GREENWOOD DESIGN BUILD, LLC BC629M THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(.,Vo Pan) ss ACfi < 0 V C I t Insulation Location 96 16 ca 'oo V- V. I W. Other Please Describe Here Aeft Foundation Wall 10, x Exterior Rim Joist(Foundation) 21 x hAeflor X Wall 21 x IFIWMI..bft cal ,:tint .49. Ceiling,vaulted 77= .1my Windows" or_eanfifegered areas Bonus room over garage ether ln§utatedareas. Windows&Doom eating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylighu and one door)U: 10.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 10.29 JR-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Not required per mech,code atu. E Passive Manufacturer Carrier Bradford White Powered Interlocked with exhaust device. 577 An 5::.Qa Describe: Input in r COO Capacity in 75 Output in Other,describe: Ratin or Size BTUS: 00 Gallons: Tom: 3-T-riz4 I Lisa' 7�, Location system: y ion of duct or -7A;F;U�Eot SEER:, �L�A HSPF% V0 Calculated' /31 -If 0 EfricienSj 1><coolie s In.& round duct OR Mechanical Ventilation System 0()erd4,4 If cto 3Yj4cA- L mow duct N- fift?,-- OA 4-rA4,er CIO 5 04 Combustion Air Sdre a TW Describe any additional or combined%, g r cooling systems ifinstalled:(e.g. aw or air*5' source heat pump with gas back-up furnace): 5)t5+lrA4 J— Not required per mech.code Sded 7),pe Not IfErl-e-liC — Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: 41 Other,describe: X En=Recover Ventilator(UM Capacity in efts: Low: Imm lHigh: JE!!=faMl Location of ftiZ or system: lContinuous exhausting fan(s)rated capacity in cfms: ;rYS�eAlt -t- .2 /Vidtk TOUA- Location of fan(s),describe: tr.2, Icaws 7iCapacity continuous ventilation rate in cfms: 739 r 4.-A. :kt � .round duct OR r-4.&Y A4- Metal duct 02, 1 * Total vcmilation(intermittent+continuous)rate in cfm: -7 Created by BAM version 052009 AUG 0 8 2016 Greenwood Design Build HVAC Load Calculations for Patel Residence 1552 Deerwood Drive Eagan, MN 55122 E CLI ME 86M R"MVACHftV8A'rC)zLNcn>A"os Prepared By: Randy Andrews Lofgren Heating&Air Cond. Apple Valley, MN Friday,August 5,2016 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. Elite So '" t hvac;-Resi"Iitial&Light C� �ja11iVAC Loads :. � evelq w c: Minne�ia Air[Blwrning#d ] t reef nr esi ild. BI Proiecty,Report BMW A W neraf kfy x3Ormaf. . s:h 5 5: r # . Project Title: Greenwood Design Build Project Date: Friday,August 5, 2016 Project Comment: Client Name: Patel Residence Client Address: 1552 Deerwood Drive Client City: Eagan, MN 55122 Company Name: Lofgren Heating&Air Cond. Company Representative: Randy Andrews Company City: Apple Valley, MN VF 7 . ; es� ,a#a ... Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb /\Ll[eL uth Rel.Hu Rel.HI1t1] y Bulb Difference Winter: -15✓/ -15.33 n/a n/a 72 n/a Summer: 88 �/ 72 47% 45% 75 36 w , Total Building Supply CFM: 2 7 CFM Per Square ft.: 0.335 Square ft. of Room Area: 8,131 Square ft. Per Ton: 1,390 Volume(ft')of Cond. Space: 80, 94 Total Heating Required Including Ventilation Air: 11 3,292 tuh 113.292 MBH Total Sensible Gain: 52,998 Btuh 75 % Total Latent Gain: 17,223 B�(h 25 % Total Cooling Required Including Ventilation Air: 70,221 tuh 5.85 Tons(Based On Sensible+ Latent) 101-i Q. . 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. C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Friday,August 5,2016, 10:47 AM Mitr� s4#8 4ir oomtntessy r . loofnih t n MN`5543$ Miscellaneous Report x _ Winter: -15 -15.33 '80% n/a 72 n/a Summer: 88 72 47% 45% 75 36.03 Syste o' erl=loor', , r tis: F } Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 72 47% 45% 75 36.03 aD6ati in 1n tats Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 8 in. 6 in. Maximum Height: 8 in. 6 in. Qutside Air,leaf r � v Winter Summer Infiltration Specified: 0.250 AC/hr 0.130 AC/hr 228 CFM 119 CFM Infiltration Actual: 0.250 AC/hr 0.130 AC/hr Above Grade Volume: X 54,729 Cu.ft. X 54,729 Cu.ft. 13,682 Cu.ft./hr 7,115 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 228 CFM 119 CFM Total Building Ventilation: 252 CFM 126 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 23.77 = (0.68 X 0.970 X 36.03 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(125 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(65 CFM), Construction: Semi-Tight ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 23.77 = (0.68 X 0.970 X 36.03 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(103 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(53 CFM), Construction: Semi-Tight C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Friday,August 5, 2016, 10:47 AM 1 �c v slid ' eight Corrimercfa UAt Loads Elite So a relopment Inc. miss ton 1 _ si9 Build I0omin t 43, Load Preview Report Net ft.2 San Lat Net Sen Sys Sys, Sys Duct Scope Ton /Ton Area Gain Gain Gain Loss Htgl CIg9 Act Size CFM' CFM: CFM: ___.., ._.. Building 5.85 1,390 8,131 52,998 17,223 70,221 113,292 2,188 2,727 2,727 System 1 2.97 1,863 5,526 28,430 7,164 35,594 72,154 1,408 1,462 1,462 33x8 Ventilation 340 1,664 2,004 4,550 Zone 1 5,526 28,090 5,500 33,590 67,604 1,408 '`1,462 1,462 33x8 1-Lower Level 2,963 3,847 640 4,487 22,478 468 200 200 3--6 2-Main Level-Without Sunroom And Gym 2,311 17,206 3,560 20,766 38,437 800 896 896 11--6 4-Sunroom 252 7,037 1,300 8,337 6,689 139 36fi,' _366 5--6 System 2.89 903 2,605 24,568 10,059 34,627 41,138 781 ;1,265' 1,265 28x8 Ventilation 272 1,331 1,603 3,640 Zone 1 2,605 24,296 8,728 33,024 37,498 781 '1,265 1,265 28x8 3-Upper level 2,209 14,055 3,316 17,371 28,824 600 ;,'xr=73 2 732 9--6 5-Gvm 396 10,241 5,412 15,653 8,674 181 rt,' 5,33 533 7--6 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Friday,August 5, 2016, 10:47 AM n igh#C4rt� dads 1eRes�de � Minn fg f., Total Building Summar y Loads ; orp E n;fi. 4A-5a-d: Glazing-Double pane low-e(e=0.20 or less), 334 8,718 0 6,875 6,875 sliding glass door, a=0.05 on surface 2,wood with metal clad frame, u-value 0.3, SHGC 0.29 4A-5a-d: Glazing-Doubles paneZow-e(e=0.20 or less), 793 21,387 0 15,720 15,720 sliding glass door, a=0.05 on surface 2,wood with metal clad frame, u-value 0.31, SHGC 0.29 11 N: Door-Metal -Polystyrene e- ne Co 48 1,462 0 403 403 15130-10sf-10:Wall-Basement, , -10 board insulation to 2448 10,437 0 0 0 floor, no interior finish 0'floor depth 12F1-Osw: Wall-Frame, L2 open cell 1/2 lb. spray foam �M 696 3,936 0 604 604 insulation in 2 x 6 stud cavity, no board insulation, 31110 siding finish,wood st s 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 3962 22,404 0 3,425 3,425 cavity, no board insu ation, siding finish,wood studs 1613-50: Roof/Ceiling-Under Attic with Insulation on Attic 3711 6,457 0 3,563 3,563 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shin I or Dark Metal, Tar and Gravel or Membrane R-50 Insulation 21A-24:21A-24: Floor-Basement, Concrete slab, any thickness, 2 2869 6,240 0 0 0 or more feet below grade, n insulation below floor any floor cover, shortest side of floor slab is 24'wide 22B-10ph: Floor-Slab on grade,Vertical board insulation 69 2,887 0 0 0 covers slab edge and extends s fight down to 3' below grade, any floor cove R-10 nsulation, t�/gLh ovi dpi✓ passive heavy moist soil Subtotals for structure: 83,928 0 30,590 30,590 People: 14 2,800 3,220 6,020 Equipment: 8,610 12,840 21,450 Lighting: 1200 4,092 4,092 Ductwork: 0 0 0 0 Infiltration: Winter CFM:228, Summer CFM: 119 21,174 2,818 1,644 4,462 Ventilation: Winter CFM:252, Summer CFM: 126 8,189 2,995 612 3,607 Exhaust: Winter CFM: 252, Summer CFM: 126 Total Building Load Totals: 113,292 17,223 52,998 70,221 s u. Total Building Supply CFM: 2,727 / CFM Per Square ft.: 0.335 Square ft. of Room Area: 8,131 v Square ft. Per Ton: 1,390 Volume(ft )of Cond. Space: 80,494 Total Heating Required Including Ventilation Air: 113,292 Btuh v--113.292 MBH Total Sensible Gain: 52,998 Btuh 75 % Total Latent Gain: 17,223 Btuh 25 % Total Cooling Required Including Ventilation Air: 70,221 Btuh 5.85 Tons(Based On Sensible+ Latent) E 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. C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Friday,August 5, 2016, 10:47 AM Rhvac-Resider+Oal& a' c�a VAC Loads �i#e Snrare DeeloAmer l # IIN 54 x Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,963.0 sq.ft. Supply Air: 200 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 26,667.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 47 CFM Runout Air: 67 CFM Percent of Supply.: 23 % Runout Duct Size: 6 in. Actual Summer Vent.: 10 CFM Runout Air Velocity: 340 ft./min. Percent of Supply: 5 % Runout Air Velocity: 340 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.073 in.wg./100 ft. Actual Summer Infil.: 8 CFM N. o ,}�. ' 4j'"t " 1 tlra .,K Y � ,v Q .A. ,�y,.,�t k s. �,��" J N -Wall-1560-10sfy 10 67 X 9 603 0.049 4.3 2,571 0.0 0 0 S -Wall-1560-10sf-10 67 X 9 603 0.049 4.3 2,571 0.0 0 0 E -Wall-1560-10sf-10 49 X 9 441 0.049 4.3 1,880 0.0 0 0 W-Wall-1560-10sf-10 49 X 9 441 0.049 4.3 1,880 0.0 0 0 N -Wall-12F1-Osw 67 X 1.5 100.5 0.065 5.7 568 0.9 0 87 S -Wall-12F1-Osw 67 X 1.5 100.5 0.065 5.7 568 0.9 0 87 E -Wall-1 2F1-Osw 49 X 1.5 73.5 0.065 5.7 416 0.9 0 64 W-Wall-12F1-Osw 49 X 1.5 73.5 0.065 5.7 416 0.9 0 64 W-Wall-12F-Osw 8 X 9 0 0.065 5.7 0 0.9 0 0 W-GIs-4A-5a-d shgc-0.28 0%S 36 0.300 26.1 940 30.1 0 1,083 W-GIs-4A-5a-d shgc-0.29 0%S✓ 36 0.310^� 27.0 971 31.1 0 1,121 Floor-21A-24 1 X 2473 2473 0.025 2.2 5,379 0.0 0 0 Floor-226-1 0ph 69%.Per. _._ 69 0.481 41.8 2,887 0.0 0 0_ Subtotals for Structure: 21,047 0 2,506 Infil.:Win.: 15.4, Sum.: 8.0 420 3.407 1,431 0.264 190 111 People:200 Iat/per, 230 sen/per: 1 200 230 Equipment: _ _ 250 1,000 Room Totals: 22,478 640 3,847 5avfP W*°t' CI'0 s v.A9 S 1-jc o 3 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Friday,August 5,2016, 10:47 AM h�ac' Residential&Light Commercial HVAC Lets Elite So ©pment,Inc. 1rr nes44aAir{Bloomington's 17esiyn Build Bloomin ton MN_5543 Detailed Room Loads - Room 2 - Main Level - Without Sunroom And Gym (Average Load Procedure k'whiad Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,311.0 sq.ft. Supply Air: 896 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 23,110.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 11 Actual Winter Vent.: 80 CFM Runout Air: 81 CFM Percent of Supply.: 9 % Runout Duct Size: 6 in. Actual Summer Vent.: 43 CFM Runout Air Velocity: 415 ft./min. Percent of Supply: 5 % Runout Air Velocity: 415 ft./min. Actual Winter Infil.: 98 CFM Actual Loss: 0.107 in.wg./100 ft. Actual Summer Infil.: 51 CFM l i "#ion Quan#i lue. 1Til al " N -Wall-12F-Osw 67 X 10 464 0.065 5.7 2,624% 0.9 0 401 S -Wall-12F-Osw 67 X 10 408 0.065 5.7 2,307 0.9 0 353 E -Wall-12F-Osw 49 X 10 438 0.065 5.7 2,477 0.9 0 379 W-Wall-12F-Osw 49 X 10 412 0.065 5.7 2,330 0.9 0 356 N -Wall-12F1-0sw 67 X 1.5 100.5 0.065 5.7 568 0.9 0 87 S-Wall-1 2F1-Osw 67 X 1.5 100.5 0.065. 5.7 568 0.9 0 87 E -Wall-12F1-Osw 49 X 1.5 73.5 0.065 5.7 416 0.9 0 64 W-Wall-1 2F1-Osw 49 X 1.5 73.5 0.065 5.7 416 0.9 0 64 N -Door-11 N 6 X 8 48 0.350 30.5 1,462 8.4 0 403 N -GIs-4A-5a-d shgc-0.29 100%S 158 0.310 27.0 4,261 9.5 0 1,505 S-GIs-4A-5a-d shgc-0.29 0%S 108 0.300 26.1 2,819 17.1 0 1,847 E-GIs-4A-5a-d shgc-0.29 0%S 52 0.300 26.1 1,357 31.0 0 1,612 W-GIs-4A-5a-d shgc-0.29 0%S 78 0.310 27.0 2,104 31.1 0 2,429 S -GIs-4A-5a-d shgc-0.29 0%S 154 0.310 27.0 4,153 17.2 0 2,653 UP-Ceil-16B-50 854 X 1 854 0.020 1.7 1,486 1.0 0 820 Subtotals for Structure: 29,348 0 13,060 Infil.:Win.: 97.9, Sum.: 50.9 2,668 3.407 9,089 0.265 1,210 706 People: 200 Iat/per, 230 sen/per: 3 600 690 Equipment: _ _ 1750 2,750 Room Totals: 38,437 3,560 17,206 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Friday,August 5, 2016, 10:47 AM • i 12hvart e nt�al&Li mmercial H1/A6 T re De IL 1 ;16E4 f[Blo©rritpr t©r� � 'iii ton .MN c _ . Detailed Room Loads - Room 4 - Sunroom (Average Load Procedure 6 ra ' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 252.0 sq.ft. Supply Air: 366 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 8.7 AC/hr Volume: 2,520.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 14 CFM Runout Air: 73 CFM Percent of Supply.: 4 % Runout Duct Size: 6 in. Actual Summer Vent.: 18 CFM Runout Air Velocity: 373 ft./min. Percent of Supply: 5 % Runout Air Velocity: 373 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.087 in.wg./100 ft. Actual Summer Infil.: 6 CFM k .. S -Wall-12F-Osw 18 X 10 96 0.065 5.7 543 0.9 0 83 E-Wall-12F-Osw 15 X 10 81 0.065 5.7 458 0.9 0 70 S-GIs-4A-5a-d shgc-0.29 0%S 84 0.310 // 27.0 2,265 17.2 0 1,447 E-GIs-4A-5a-d shgc-0.29 0%S 69 0.310 ✓ 27.0 1,861 31.1 0 2,148 UP-Ceil-1613-50 252 X 1 252 0.020 1.7 438 1.0 0 242 Subtotals for Structure: 5,565 0 3,990 Infil.:Win.: 12.1, Sum.: 6.3 330 3.406 1,124 0.264 150 87 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: — _-- ----._.__ 750 2,500 Room Totals: 6,689 1,300 7,037 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Friday,August 5,2016, 10:47 AM Rhvac Res►def►tia# tgh#Commerc►al HVAC Loads Elite Soft De ent,�n . Minnesota fngton l A t�tiy i9Ca Bull Bl .x on MNt 554381k Detailed Room Loads Room 3 - Upper level (Average Load Procedure ME A G n. rat Mlp... xj v Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 2,209.0 sq.ft. Supply Air: 732 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 19,881.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 9 Actual Winter Vent.: 86 CFM Runout Air: 81 CFM Percent of Supply.: 12 % Runout Duct Size: 6 in. Actual Summer Vent.: 32 CFM Runout Air Velocity: 414 ft./min. Percent of Supply: 4 % Runout Air Velocity: 414 ft./min. Actual Winter Infil.: 82 CFM Actual Loss: 0.107 in.wg./100 ft. Actual Summer Infil.: 43 CFM r.� �:: a �,. tg � •Clg �nM. T. Qua Va #10: r N -Wall-12F-Osw 58.5 X 9 408.5 0.065 5.7 2,310 0.9 0 353 S -Wall-12F-Osw 58.5 X 9 408.5 0.065 5.7 2,310 0.9 0 353 E-Wall-12F-Osw 49 X 9 417 0.065 5.7 2,358 0.9 0 360 W-Wall-12F-Osw 49 X 9 397 0.065 5.7 2,245 0.9 0 343 N -GIs-4A-5a-d shgc-0.29 100%S 28 0.310 ✓ 27.0 755 9.5 0 267 N -GIs-4A-5a-d shgc-0100%S 0 90 0.886 26.1 2,349 9.4 0 845 S-GIs-4A-5a-d shgc-0.29 0%S 108 0.310 27.0 2,913 17.2 0 1,861 S -GIs-4A-5a-d shgc-0.29 0%S 10 0.310 e 27.0 270 17.2 0 172 E -GIs-4A-5a-d shgc-0.29 0%S 24 0.310 ✓ 27.0 647 31.1 0 747 W-GIs-4A-5a-d shgc-0.29 0%S 44 0.310✓ 27.0 1,187 31.1 0 1,370 UP-Ceil-1613-50 2209.X 1 2209 0.020 1.7 _ __3,844 1.0_ 0 2,121 Subtotals for Structure: 21,188 0 8,792 Infil.:Win.: 82.2, Sum.: 42.8 1,935 3.946 7,636 0.306 1,016 593 People: 200 lat/per, 230 sen/per: 4 800 920 Equipment: _ 1,500 3.750. Room Totals: 28,824 3,316 14,055 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Friday, August 5, 2016, 10:47 AM n. mot• MiriritsotaAii'(131oommgtor�� s .� �.� � . � w� rawer Detailed Room Loads'- Room` 5 - Gym (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 22.0 ft. System Number: 2 Room Width: 18.0 ft. Zone Number: 1 Area: 396.0 sq.ft. Supply Air: 533 CFM Ceiling Height: 21.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 8,316.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 26 CFM Runout Air: 76 CFM Percent of Supply.: 5 % Runout Duct Size: 6 in. Actual Summer Vent.: 24 CFM Runout Air Velocity: 388 ft./min. Percent of Supply: 4 % Runout Air Velocity: 388 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.094 in.wg./100 ft. Actual Summer Infil.: 11 CFM og mot m. x, i"a �4 w, N-Wall-1 5BO-1 0sf-1 0 18 X 9 162 0.049 4.3 691 0.0 0 0 E-Wall-15130-10sf-10 22 X 9 198 0.049 4.3 844 0.0 0 0 N-Wall-12F-Osw 18 X 12 216 0.065 5.7 1,221 0.9 0 187 E-Wall-12F-Osw 22 X 12 216 0.065 5.7 1,221 0.9 0 187 E-GIs-4A-5a-d shgc-0.29 0%S 48 0.,3f1b X` 26.1 1,253 31.0 0 1,488 UP-Ceil-1613-50 22 X 18 30 396 0.020 1.7 689 1.0 0 380 Floor-21A-24 18 X 22 396 0.025 2.2 861 0.0 0 0 Subtotals for Structure: 6,780 0 2,242 Infil.:Win.: 20.4, Sum.: 10.6 480 3.946 1,894 0.306 252 147 People: 200 lat/per,230 sen/per: 4 800 920 Equipment: 4,360 2,840 Lighting: _ 1,200 4,092 Room Totals: 8,674 5,412 10,241 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Friday,August 5, 2016, 10:47 AM IV ED JUL 21 2016 Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings : ." " These blank submittal forms and Instructions are available at the City of Edina webs€te and at aty Hall. The completed form must be submitted in duplicate at the time of application for a mechanical permit for new construction. Additional forms may be downloaded and printed ar http.,//cityefedina.com/dep2rtments/L3.04_building,htrn OMAN" 14 '! caaaea�L,d d r e Gc 1$ Seetion A ventilation Quantity (Determine quarift by using Table N1104.2 a Equatlori 11-1) square feet{conditioned area Imiudrng Basement-finished or unfir0ohedl Taus required ventilation 1 Number of bedrooms Continuous ventilation " (,7 Directions-Determine the total and continuous ventNctfon rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N11041 Total and Continuous Ventilation Rates(In cfm) Numberof Bedrooms 1 2 3 4 5 6 Oonditloned spate(in Total/ Total/ Total/ Total/ Total/ Total/ sq,ft.) continuous` continuous ` continuous continuous continuous continuous 1000-1500 1 60/40 75/40 90/45 305153 120/60 135/68 1501-20M 70/40 85/43 I00/50 115/58 130/65 145/'13 2001-25M 90/40 95/48 110/5S 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 195168 150/75 165/83 3001-3500 100/50 115/58 130165 145/73 160/90 175/88 35014000 110/55 125/63 140170 155178 170185 185/93 4001-4500 120/640 135/68 150/75 165/83 180/90 195/93 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 , 1S5/78 170/35 18S/93 200/100 215/108 5501-6000 150/75 165/83 190/90 195/98 210/105 225/113 Equation 11•1 (0.02 x square feet of conditioned space)+115 x(number of bedrooms+1))■Total ventilation rate(dm) 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 IHRV)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 detract of other equipment eyetiog. Continuous ventlhtion-A minimum of 50 percent of the total ventilation rate,bUt rootlet Moo 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. 3e1�liart� Yentllatton me ttad ettie2e bat6eaaaaed ort aar Nol mcK HIM tint N or)or eRV(tnerky Lj Erdry m 0.* IteaallatCer)—aGn ed uadt M low ataaaat nat sMttead aar►ikuloaac ixxaNrwoes!o►a tew�`In d+n vendhdara mare Naen ir>t�. Law dm: Mteit a im: cmtlnalaili Pen m ft ha dm ICepeft ttauaat ttat a1 Wd / epatiksneaasVoloet m nft!d 7AG4i vmtbtbn aNrrct�s-Criaartre the rn�h�d a�uee°ntlb a�ha�t t� 8cdanad verdilbtla+r sy+stuseut aa+r t�k 1�RU+or ER1Fs,aT;htsrthelowtta�idliigAtdfrtawtts. �,�j,adrfliaerrnatttabeerwal tsar•�t�Mr`ti+prrtl�atrsyuir� ,y� rubs mW Am thou 1 WX groamer than the mrt&nmm rote,(For historrar,If the low rfin Is 40 tin,dye are dbdm foci must not emwed EAU 4m)Autamattc eaaatmts may trAaw OW M Off lorper foo that Is g Woftd a ptmceraape of am*how, Ste""C Vonttlatton Fan Schedtde Location cCadtimms Intarrah"tt t kvct$ofw-ft Wntll don fora sclredukshauhf deso$c what the fan Js for,the locom",Q04 and Wmtharr It Is used fw ctTav auaws ar baterrrafttaRnt urrattlptt»et. Tice fin diet Is dco far torrttneeous Vent k ton must he @qW to or greater diem than aotr mthV turd km dmn JWN fur rhrm the rorrtfimnnru etrter_ [A:w bmtaroM/Jttee bw on!s 4D qbt dray cm&Avw w»ttlatfon a►nstaar trot exceed ml?r,jm.J AutmoWk cmvofs may allow ttee use On hew fan that is ap d' ad a pormsup of tfaCll ftaW. Srt6t10et D vomtttatlon Controls rates:rat crane W orthe cams4mo and Warrottent ventfau" i N 'o c v J v l�rLvt/ t kr&am-desmAW the opwatko Olds ventAatba sysism. Trim shmeld be adequate~far plan rovievom andk mpalCWS so vWb dash and Inmaktion oomp#me. M ooed trades atea nstad adegerate d 16r pkeoeenent of txrnra�or+d prtrper operotibn Qf ve atteatba. A'esdraast Jeans was tasedfar is,esdhyT veirdIIatlory aiawcribr the opaatatbn and kaeatbas a f any oaerti s,N+dsdarees and 4rpw►ds. If an Mar fWAr to be hutotA di"scrtiae haw It wflt be kmtd kd IF#wN to cormected aced kmfaW with the air homVng t*d pJam aieacrlbe such cmnnt%v m dotmW kr dw rr aatgrDCtages'bestaAadbn harftrileeatr<f dW trutVAotlao iatd+xVW mfvft W reasrnnm mif On eaxar<r mah t to ar ihbr#DdW wtttr dw sk ltsrtdAntr squ0motfor Pmpergwr+a&)M such hiWw aaeff n Ag be nadir and deatrllKd. SmWon It Maite-up air Pawn.Wdm.t and ftom okulations*am t4w.5D3.a.ls a,rd iaaaa ra s hom Table Sm-in aAlwkck d mft v6mt=ry tdtW mind from rda*don froA1 Tvbk 501.31.1) tither,descarlbe: Lace ayrt of duct of iptern ventdation mWm.up air.mourmwod hero meaawp ow spomm elms cia 3hs tARN t ,rtcbwuIIr,floc ar VO (NR rmaru curt regtdrod) Q farms\Vari itoptomt+AdCait0ai1Alisada Per 2 of 6 � k RECEIVED JUL 21 � .... . - f, Installation Supplement Model: EV200 Energy Recovery Ventilator(ERV) s Product Compliance: t This ERV is UL listed under standard 1812. F; Net Supply Airflow at 0.4"ESP= 76 CFM Apparent Sensibly Effectiveness■85%(at 181 CFM). }": Ventilation Qu Using optional PT-L FAA control a natime percentage will ` provide the following ventilation rate. 10%-17 CFM 00%-105 CFM -' 20%-35 CFM 70%-123 CFM A[ 3Q%.52 QFM BO%-140 CFM s ° - 0 CFM 90%-156 CFM 50°/,-88 CFM 100%-170 CFM i Other Installation Notes: s For general residential ventilation in all climate zones where f winter design temperatures are-25°F or warmer.Air balancing i requirements are met if the total equivalent duct length difference between the exhaust air and fresh air paths is less than 100 feet. f Statement of Compliance: i This Installation has been compietad consistent with the manufacturer's installation instructions and applicable codes and E standards. Date: Telephone: - f Signature: Certified installer for RenewAire LLC ;� i installation Supplement Moiel: EV130 EnArgv Recovery Ventilator(ERV) Product Compliance: T is ERV is UL listed under standard 1812. Tt•performance is HVI certified(in accords CANtCSA�39;: Net Supply Airflow at 0.4"ESP 126 CFM. Apparent Sensible Effectiveness=77%(at 130 CFM). Vertilation Qu Usin.1 optional PT-L 1 Q SgntrgjAhe runtime percentage will provide the following ventilation rate. 101/e-12 CFM 60% 75 CFM 20%-25 CFM 7011,-88 CFM 30%-37 CFM 80%-100 CFM 01a, -50 CFM 90%-113 CFM 50%-63 C 100`.4 •126 CFM Other Installation Notes: For general residential ventilation in all climate zones wheie winter design temperatures are-251F or warmer.Air balancing requirements are met if the total equivalent duct length difference between the exhaust air and fresh air paths is less than 100 feet. Statement of Compliance: This installation has been completed consistent with the manufacturer's installation instructions and applicable codes and standards. Date: Telephone: Signature: Certified installer for RenewAire LLC f w r V P JUL 21 2% Directions-In order to determine the makeup air, Table 501.3.1 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.for existing dwrilings,see tMC 501.3.3. 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 501.3.1 and size the opening. Transfer the cfm,site of opening and type(round,rectangular,flexor rigid)to the lost line of section D. The make-up air supply must be instolled per 1MC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWEWNGS (Additional combustion air will be re uired fior combustion ap lianees,see KAIR method for cakuiattoris) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances or no power vent or direct vent one solid fuel appliance appliances or solid fuel combustion appliances appliances appliances Column C Column d Column A Column 8 1. al pressure factor 0.15 0.09 0.06 0.03 (dmfsf) b)conciltkmed floor area(st((inducting t unfinished basements) J Estimated House infiltration Icfrn):(1a x]b) 1 2.Exhaust Capacity a)contrnuousexhaust-only ventilation I systern(cfm];(not applicable to i i balanced ventilation systems such as i HRY) b)clothes dryer(cfm) 135 135 135 135 c)8496 of largest exhaust rating(cfm); Kitchen hood typically Q i4 141 (not applicable lf recirculating system VV or if powered makeup air is electrically tf interlocked and match to exhaust) C 17 Oa d)50%of next largest exhaust rating (cfm); bath fan typically Not (not applicable N recirculating system Applicable t or if powered makeup air b ally pp electric , Interlocked and matched to exhaust) Total Exhaust Capacity(dm); S,r 2a+2b+2c+2d 3.Makeup Air Quantity(cfm) i a total exhaust capacity,(from above) b)estimated house Infiltration(from above Makeup Air Quantity(cfmi; 13a—3b] i (if value is negative,no makeup air Is f IJ needed) l _ 4.For makeup Air Opening Sizing,refer T to Table SMA2 A. Use this column if there are other than fan-assisted or atmospherically vented gas tN oil appliance or If there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column H there is one fan•asststed 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 all appliance per venting system or one solid fuel appliance. D. Use this column it there are multiple atmospherical iy vented gas or oil appliances using a common vent or if there are atmosphericaNy vented gas or oil appliances and solid fuel appliances, G:\For mskventMakupCombAirCaisMI511.c-mx Page 3 Of 6 Makeup Air Opening Table for New and Existing Dwelling Tabie 501.3.2 One or multiple power One or multiple fan- r One atmosphericaR ; multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Drat diameter appliances,or no power vent or direct appliance or one solid } appliances or solid fuel combustion appliances vent appliances r fuel appliance appliances Column A Column 8 Column C Column D Passive owing 1-36 1-22 i-15 1-9 3 Passive opening 37-66 23-41 - 16-28 10-17 4 Passive opening 67•-109 42-66 29-46 18-29 5 l Passive opening 110-163 y 67-100 i 47-69 ! 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive o nin 233-317 144-195 100-135 62-83 8 Passive opening 316-429 196-258 136-179 84-110 9 w motorized damper Passive opening 420-539 259-332 18D-230 111-142 10 w/motorized d2mper Passive opening 540-679 333-419 231-290 143-179 11 w/motorized dam Powered makeu air >679 >419 >290 .r179 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 Alowable. a. if flexible duct is used,increase the duct diameter by are inch. flexible duct shall be stretched with mrnimal sags. Compressed duct shall riot be accepted. C,earometric dampers are prohibited in passive makeup air openings wftenany atmospherically vented appliance Isinstaled. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) Passive(see tFGC Appendix E,Worksheet E-1) Size and type 1 eX other,describe: Explanation-if no atmospheric or power vented appliances are installed,check the appropriate box,not required. if o power vented or atmospherically vented appliance Installed,use/FGC Appendix E,Worksheet F-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 1 pages. 6:\Forms\VentMakupComWrCaIW41511.docx Page 4 of 6 EIVE JUL 21 X016 Directions-The Minnesota fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Asir infiltration(fate Method. For new canstrudion,4b of step 4 is required to be fflied out. IFGC Appendix I.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/Wet 000 —Draft mood _Fan Assisted Direct Vent Input: d 0 Btujhr or Power Vent Water Heater: y� 000 Drab Hood Fan Assisted _Direct Vent Input:,7__ Btu/hr or Power Vent Stop 2:Calculate the volume of the Combustion Appliance Space(CIS)contalrting combustion appliances. Co J B -ft3 The CAS includes all Spaces connected to one another by Code compliant openings. �'.,rl CAS volume: !� LxWxH L I W/0H 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 As(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO ifOT COUNT DIRECT VENT APPUANCE5) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btulhr- Use Standard Method column in Table E-1 to find Total Required TRV: ft' Volume(TRV) If CAS Volume(from Step 21 is greater tim TRV then no outdoor openings are needed. If CAS Volume(from Step 2(is lest than TRV then go to STEP S. W.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPL. ES O Total fitu/hr input of all fo"osisted and power rent appliances input Btu/br Use Fan-Assisted Appliances column In"table F-1 to find RVFA;,,`6­,� ft' Required Volume Fan Assisted(RVFA) s Total Btulhr input of all Natural draft appliances Input: Btu/hr j Use Natural draft Appliances column In Table E-1 to find RVNFA: if j Required Volume Natural draft appliances{RVNDA) Total Required Volume,(TRV)-RVFA+RVNOA TRV= vv, _ �` _ ! TRV ft' ` if CAS Volume(from Step 2)is prealter tbon TRV then no outdoor openings are needed. If CAS Volume(From step 21 is Jess than TRV then So to STEP S. Step S:Calculate the ratio of available Interior volume to the total required votyme. Ratio=CAS Volume(from Step 2)dhWed by TRV(from Step 4a or step Obi Ratio= ,r", e,! G 6 l Seep 6:Calculate Reductioh Factor(RF), AF=2 mklalr Ratio RF=1- Stop 7.Cakulate single outdoor opening as if all combustion air is from outside. �, 1 Total Btu/hr input of all Combustion Appliances In the same CAS Input: hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr dh*kd by 3000 Btu/hr per In= CAOA=7 r O'/3000 Btu/hr per In'• In' Step B.Calculate Minimum CAOA. Minimum CAOA-CAOA mdVpbd RF Minimum CAOA= S x Q = ( Imp Step W.Calm late Combustion Air Opening Diameter(CAOD) CAOD=1.13 um CAOA CAOD=1.13 V Minimum CAOA= ✓ a in.diameter W up one Inch In site[f using ilex duct 1 If deslr ermine u n ra eulatian or blower door test.f=ollow procedures in Section 6304. 6:%Fwms yVentMakuprombAirCakO4l512.doex Pap 5 of 6 IfGC Appendix E,Table E-1 i 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 51000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 100 1,0 20,000 1,000 _ L500 750 2 0� , 25,000 1250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 21625 1,313 3,675 1 1,838 40,000 2 ODD 3,000 11500 4,200 7,100 4-51000,000 2,250 3,375 11688 , 4,725 2,363 ,000 2,500 3,750 1,675 51250 2.625 2,750 4,125 2,063 5,775 2888 60,000 3,000 4,500 1 2250 643M 3,150 65,000 3,250 4,875 2,438 6,825 T3,413 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 6013! 3,000 8,400 4,200 851000 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 ' 1001000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 31938 11,025 5,513 110,000 5,500 81250 4,125 11,550 5,775 1151000 5,750 8.625 4313 12,075 6,035 120,000 6 000 9,000 4,500 12,600 61300 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 ig125 5,063 14,175 7,0 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,280 1 10,875 5,438 15,225 7,613 1%,000 71500 11,250 5,625 15 7SO 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 161800 8,400 1651000 8,250 12,375 6,IN 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 9,188 150,000 9,000 13,500 6,750 18,900 9,450 155,000 9,250 13,875 6,938 19,425 9,713 1901000 9,500 14,250 7,125 19,950 9,975 195,000 91750 14,625 7,313 20,475 10,238 200,000 101000 15,000 7,500 21,000 10,500 205,000 10 250 15,375 7,688 21,525 10,783 218,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11000 16,500 8,250 23,100 11,550 225,000 11,250 1 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. 6;\Fwms\Vona«IahupCombAirCels041511.docx page 6 of 6 ♦ / —3 V 7,,/ _ City inspection Dept.Copy City of Eapn City Forester Copy Applicant/Builder Copy I,NDI IiDUAL RLItL'1�7"/ L 1f �' N3 }f (BUILDER, PLEASE READ ATTACHMENTS) Development Oakbrooke 9th Addition Lot Number 1 Block Number 1 Address 1552 Deerwood Drive Builder Greenwood Desian Build Phone Number: 612-840-4306 Contact: Scott Loeher Email: scott Cc�greenwooddesignbuild.com 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: X Not Required As Follows: Attachments: �/� X Yes (Refer toatta ZAG"fofcQRESTRY DIVISION No REVIEWED Additional Notes: BY HAghove\2016file\treepres\Tree Preservation Plan Oakbrooke 9"Add.Lot 1 mDATE 46; CERTIFICATE OF SURVEY 1 �� FOR GREENWOOD DESIGN BUILD, LLC ADDRESS: 1552 DEERWOOD DRIVE CATM Z �,J,� 1�.• wi`3t J 4 1 'a T 11403 1 ,v h� 0 =(u _ Of 'WA A t b 0) N GARAG fNBVi E: AY \ HANH 2A.0 (n I0- PROPOSKD o I' 2-STORY Fwwo 1"=30' m, � ' I SETBACK INFORMATION: FRONT=40' SIDE YARD=10' REAR YARD=15' \ � y rl f lI l� ® DEN(YTHS MAILBOX ' ' N75 U DENOTES IRON PIP!MONUMENT SVT ' DI?NOTES POUND IKON PIPE MONUMENT •.e9k-- DRNOTI?SPROPOSI'UDRAINAUl;1»RI'.(T10N �} DhNOTRS SERVICP 1 OCATION C] I)E.NOTI'SWWIIIIUIi NOTE,ALL BUILDING DIMENSIONS ARE SHOWN TO PROPOSED TOP OF WALL. ELF V. 929.5 000.0 I)HNUTF,$EXISTING ELEVATION OUTSIDE OF fOUND4770M PROPOSED &18EM£AFLOOR FLOOR LEV. 929.2 WALL UVNOI'P.S PRUIY)SI!D lil.l!VAT70N • ko DINOTESItXI61INGCON-JOUR PROPJfWI'YDUSCRUMON LOT AREA 43,993 SO, FT. DPNOT'PS DECIDUOUS TRY,)'. HODS£AREA m 4,407 SO. f7. LOT 1,BLOCK 1,OAKSROOKF 9TI1 ADDITION, CITY OF KAGAN,DAKOTA COUNTY,MINNKSOTA. DENOTES L'VRRGRIJ:N TRIT Bohlen I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR DKNMT S HITUMINOUS SIIRPACT Surveying&Associates UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED LAND SURVEYOR UNDER TI IE LAWS OF THE STATF OF MINNLSOTA DENOTHS(.'UN(AIiTR SUKF•A(It 31432 FO"ps Aware t002 Cen aweE, Nonnfkm.MN L3082 UurrevGb,AW 95p7 B q DATE: 8-27.2010 ,z_ m.... Ph":(5D7)MS728B rnww:On)8004M THOMAS J.O•MEARA,LAND SURVEYOR DENOTES URAVid.SURFACE t M"""� " a"a'(aazl"es•atw MINNESOTA L X;EW NO 88107 :ISTwjxtsUtA \m k-6ro"ka9th-additkmidwKq,llilAJ!R7'.dwg LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: DATE OF SURVEY: LATEST REVISION: 7 �9 tv as c to U a Y z a DOCUMENT STANDARDS ❑ 'X • Registered Land Surveyor signature and company N. - ,0+ 0 0 • Building Permit Applicant ❑ 0 • Legal description /t3 0 0 • Address 0 ❑ • North arrow and scale �{ ❑ ❑ • House type(rambler,walkout,split w/o,split entry, lookout,etc.) 0 0 • Directional drainage arrows with slope/gradient% 0 X • Proposed/existing sewer and water services&invert elevation /0 ❑ 0 • Street name 0 D • Driveway(grade&width-in R/W and back of curb,22' max.) it7 0 0 • Lot Square Footage _'Ef 0 0 • Lot Coverage ELEVATIONS Existing ❑ Property corners ❑ �' Top of curb at the driveway and property line extensions 0 jd 0 Elevations of any existing adjacent homes �PJ ❑ 0 Adequate footing depth of structures due to adjacent utility trenches ❑ )z 0 • Waterways(pond,stream, etc.) Proposed f� 0 ❑ Garage floor 0 0 Basement floor ❑ ❑ • Lowest exposed elevation(walkout/Mndow) 0 'z • Property corners V 0 0 • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ 0 • Easement line 0 ❑ • NWL ❑ 0 • HWL ❑ 0 • Pond#designation 0 ❑ • Emergency Overflow Elevation 0 0 • Pond/Wetland buffer delineation Y <V • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS Ja' ❑ 0 • Lot lines/Beadngs&dimensions 0 X • Right-of-way and street width(to back of curb) ,0' D 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2',porches, etc. (i.e. all structures requiring permanent footings) �' ❑ ❑ • Show all easements of record and any City utilities within those easements 0 ❑ Setbacks of proposed structure and dey r setback of adjacent existing structures ,8 ❑ 0 • Retaining wall requirements: Reviewed By Date�j.� G:/FORMS/Building Permit Application Rev.11-26-04 pj/�� CERTIFICATE OF SURVEY . FOR / � „ 905 � � 1S GREENWOOD DESIGN BUILD LLC i D.7'''.1 9 ADDRESS: 1552 DEERWOOD DRIVE t• ‘ ;,' . " CA CH q i �0 • BA51N ' 093 g�g1 • • ` / .0 CAC pR�- • r gag j 3:1 Maximum Slopes BA51N '., ....„,00%.0... Npr„2 p� _ 0,1 or Retaining Wall WW ��/ -- .r Be Required _ 4 • .e t 1-� oo / 9 r • / Q l 5 `( ' / / !7 91_•:--- c� �f N5 ��' t0 j it •�� • 1;v • 912 - or., / -Ax- J` -,,,t0 ,N\,`• \ ;'/ GZIi) ': v ' i w r' °A.Irk' --- '43 --- , ; p /(G� Eni �.s _ _ X q13 p - al ,40- 91 /.i �f/ - j ' I ..........i.„ .... miiiiiiiiiiiiiiiiiii.,./- 4.,...., ....... ..,,„... �� i YZr1• .... ..„,..0. v krcy , ,r, rp. P Pi �LICI r � `e DR WA _ ` _----- Qldjr:-, .7 tZ7'� .- i” `- :: L�z+• / pi - Zi i k;:, a - �,-- i-'__ CO •�r) i *til � .50....d, ,, j 1 O .,. `moo '`, .�3oA41 100 IITO -- .r" b }r p 'f- e . o .y - DR?°a AY IZ ,/ Ac GARAGE - —, Y2.0 b o ;\ '. sg„ 28.0 u (O , i '\\ '1'1.5 + 1 111,‘ 'v ) P`OPOSED I 4 „ ., 928. t IN, •� -STORY '' ®NA \-a v TWO E ` Pyo , � / i • K 41.00 i' 1/ 1 .6 . ...,......, - o�A2- �\ _. 30, � v-o „ e ,,r.-Poo 0 A F V� VA= Cr: 930. 4110r s SETBACK INFORMATION: �� f ��% � v'' ” FRONT=40' ,.. \\ - / ---� � �� ` INSTALL����, ,RO�, 4I SIDE YARD = 10' REAR YARD'= 15` / • \ \ss � � _, _ J i - fili// ''s ; it//04 l , ' ' gos 93 M DENOTES MAILBOX - OW OW `"' 'y;' N �O$ R1Vi. O DENOTES IRON PIPE MONUMENT SE 9ti9.6` . :y �i/ • DENOTES FOUND IRON PIPE MO 1 NT I •Le j ri .4 ' li -..zz-Z DENOTES PROPOSED DRAINAGE 'IRECTION EAGAN ENG, G lur.Pr {' DENOTES SERVICE LOCATION DENOTES WOOD HUB NOTE: ALL BUILDING DIMENSIONS ARE SHOWN TO PROPOSED TO. OF WALL ELEV. = 929.5 000.0 DENOTES EXISTING ELEVAT ON OUTSIDE OF FOUNDATION PROPOSED GA 'GE FLOOR ELEV. = 929.2 WALL PROPOSED BAS,MENT FLOOR ELEV. = 920.8 (000.0) DENOTES PROPOSED ELEV TION r \000-- DENOTES EXISTING CON OUR LOT AREA = 43,993 SQ. FT. PROPERT IESCRIPTION DENOTES DECIDUOUS r• E HOUSE AREA = 4,407 SQ. FT LOT 1,BLOCK 1,OA t:ROOKE 9TH ADDITION, CITY OF EAGAN,DAKO A COUNTY,MINNESOTA. ;: DENOTES EVERGREE ' TREE Bohlen I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR DENOTES BITUMINOUS SURFACE Surveying & Associates UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DENOTES CONCRETE SURFACE 31432 Foliage Avenue 1682 Cliff Road E. Northfield,MN 55057 Burnsville,MN 55337 T B A DATE: 6-27-2016 �,pd .1 C r`L ona. Phone:(507)645-7768 Phone:(952)895-9212 REVISED: 7-29-2016 THOMAS J.O'MEARA,LAND SURVEYOR tomeara@bohlensurveying.com Fax:(952)895-9259 DENOTES GRAVEL SURFACE MINNESOTA LICENSE NO.46167 Z:\SWrojects\Eagan\oak-brooke-9th-addition\dwg\L1B1-CERT.dwg ITCO ALLIED ENGINEERING CO. AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory Testing, Geotechnica/ Services, Commercial, Residential and Municipal 7125 West 126th Street, Suite#500 - Savage, MN 55378 Telephone: (952)890-7366 Fax: (952)890-5883 October 11, 2016 Final Grade, Inc. 3441 — Bluff Drive Phone: 952-492-5100 Jordan, Minnesota 55352 —8304 Fax: 952-492-5101 RE: 1552 Deerwood Drive pj1Q,N-r' # iJ??d?' Eagan, Dakota County, Minnesota Dynamic Cone Penetrometer Test Report As requested, site visits were made on October 10, and 11, 2016 to test engineered fill placed for construction of a house pad for a single family residence. Our initial inspections and tests (#1 thru #4) for the building pad cleanout, were conducted on October 4, 5, 6, & 7, 2016. Note: for the ease of test location reference, this report will refer to the front of the pad as north, although magnetic north is approximately 45 degrees to the left when viewed from the street. At the time of the inspection, fill had been placed within an area along the west pad line &the front or north pad line. Imported granular soils were being blended with an on-site sandy clay loam, for engineered fill. A soil consolidation assessment was made by penetrating the fill zones at random with full body weight applied to a 5/8th inch diameter smooth probe. The probes indicated generally acceptable penetration, although soils of lower consolidation were observed within the west fill zone. Soil consolidation/bearing capacity was evaluated, within 2 sections of the excavation by, dynamic cone penetrometer tests per ASTM STP-399. The dynamic cone penetrometer (DCP), employs an eight kilogram (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in millimeters per blow. From the DCP readings, a per/blow, penetration average was recorded and an N-value derived. This N -value is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Test#5 —West Fill Zone (Max. 5' Fill) DCP Depth Per Blow Avg. / N-Value Estimated Load 620 MM (24.4") 49.5 MM / N —5.8 2063 PSF +. w Test#6— North Fill Zone (Max 5' Fill) DCP Depth Per Blow Avg. / N-Value Estimated Load 313 MM (12.3") 28.8 MM / N — 11 3740 PSF 10/11/16— (1:39 P.M.): At the time of the inspection, the pad fill had been completed to footing elevation. A soil consolidation assessment was made with full body weight applied to a 5/8t" inch diameter smooth probe, penetrating the fill at random along the perimeter footing lines & selected areas of the pad interior. The probes indicated generally acceptable penetration, although soils of lower consolidation were observed at an isolated point within the upper 18" of the west footing line. The soil consolidation was evaluated by DCP tests as follows: Test#7 —West Footing Line (Near Mid-point) DCP Depth Per Blow Avg. / N-Value Estimated Load 391 MM (15.4") 30.2 MM / N — 10.5 3625 PSF Test#8— Rear Footing Line (Approx. 36' From SE Corner) DCP Depth Per Blow Avg. / N-Value Estimated Load 375 MM (14.8") 27.3 MM / N — 11.25 3813 PSF Test#9— Front Footing @ NE Corner DCP Depth Per Blow Avg. / N-Value Estimated Load 460 MM (18.1") 35.7 MM / N —8.75 3188 PSF Test#10—SW Garage Corner (Pad Area) DCP Depth Per Blow Avg. / N-Value Estimated Load 420 MM (16.5") 32.8 MM / N — 9.75 3438 PSF Test#11 — House Front Footing Line (Approx. 21' From Garage) DCP Depth Per Blow Avg. / N-Value Estimated Load 381 MM (15.0") 29.4 MM / N — 10.75 3688 PSF Test#12 —Approximate pad centerline (Load Bearing Pad) DCP Depth Per Blow Avg. / N-Value Estimated Load 300 MM (11.8") 22.6 MM / N — 15 Exceeds 4000 PSF In our opinion, the observed and tested engineered fill is acceptable for footing construction, exceeding the target load bearing capacity of 2000 PSF. Sincerely, Itco Allied Engineering Company Reviewed By: Gary Standish Robert P. Sullentrop, P.E. Senior Inspector Minnesota Reg. # 17823 Cc: City of Eagan Building Inspections Greenwood Design Build #701 - 0 /#605- 1%/#614-2 /#610 — '//#304 / (6) DCP /#612 -29 ITCO ALLIED ENGINEERING CO. AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laboratory Testing, Geotechnica/ Services, Commercial, Residential and Municipal 7125 West 126th Street, Suite #500 - Savage, MN 55378 Telephone: (952)890-7366 Fax: (952)890-5883 October 8, 2016 Final Grade, Inc. 3441 — Bluff Drive Phone: 952-492-5100 Jordan, Minnesota 55352 —8304 Fax: 952-492-5101 RE: 1552 Deerwood Drive Yr fL/o Eagan, Dakota County, Minnesota As requested, site visits were made on October 4, 5, 6, & 7, 2016 to evaluate and test subgrade soils for construction of a single family residence. 10/4/16 (11:20 A.M.): At the time of the inspection, the contractor had excavated a small section in the rear SE corner of the building pad to approximate footing elevation (919.4 -), or a depth estimated at 10' to 12' below surrounding surface soils. Excavated material consisted of undocumented fill, predominately a slightly plastic sandy loam, with isolated pockets of coarse granular. Soil at the excavation base was a very soft, gray sandy clay, at or above optimum moisture. To evaluate the depth of this material, full body weight was applied to a 1 5/8th inch diameter fluted hand auger, with penetration exceeding 3'. The excavator removed an additional 3%to 4 feet of material to a strata of sandy clay. Penetration with the hand auger at this lower elevation indicated well consolidated soil. Ground water transmission through the pad was observed at the north wall of the excavation, at approximate footing elevation or slightly above. Based upon surrounding topography, and our initial viewing of the subgrade, would indicate that the proposed build area may contain substantial quantities of undocumented fill to an unknown depth. Indicators such as "soft spots" or debris which may be encountered by the backhoe operator, should be further evaluated for buried materials at depth. 10/5/16 (12:10 P.M.): With the exception of the garage area in the NE, The excavation had been extended to the east, removing 5 plus feet of over burden materials to an elevation approaching proposed grade. Base soils consisted of a gray/brown and olive colored plastic sandy loam considered fill materials. Soil moisture was elevated, with some standing water observed in the SE. A soil strength assessment was made by penetrating the perimeter footing lines and the excavation base at random, with full body weight applied to a 5/8th inch diameter smooth probe. The probes indicated generally acceptable penetration with the exception of the east footing line extending approx. 25' from the SE corner, and the rear footing line extending 15' east from the SW corner. The referenced areas contained soft high moisture soils with penetration approaching 3'. Soil bearing capacity was evaluated, at areas of increased probe penetration in the east and southwest by, dynamic cone penetrometer tests per ASTM STP-399. The dynamic cone penetrometer (DCP), employs an eight kilogram (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in millimeters per blow. From the DCP readings, a per/blow, penetration average was recorded and an N-value derived. This N -value is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Test#1 — Excavation East Pad Line— Fill Soils (15' from NE Cor.) DCP Depth Per Blow Avg. / N-Value Estimated Load 704 MM (27.7") 53 MM / N —5.75 1917 PSF Test#2— Excavation Rear Pad Line — Fill Soils (5' From SW Cor.) DCP Depth Per Blow Avg. / N-Value Estimated Load 1052 MM (41.4") 63.5 MM / N —4.9 1645 PSF The test results were conveyed to the contractor, for which additional soil removal maybe required to evaluate soils to a greater depth. 10/6/16 (12:10 P.M.): The contractor had removed fill material over a large percentage of the proposed build area, with a concentration of buried debris uncovered at the SW corner (ref. test#2). The excavation was stepped down following the transition slope between fill and what appeared to be natural occurring soils, to a depth approaching 15' near the excavation mid-section. Two 1 5/8'h inch diameter fluted hand auger probes were conducted at the lowest elevation, with westerly most probe indicating consecutive zones of organically stained sand and clay. To evaluate soil capacity at the clean-out base near proposed build elevations, DCP tests were conducted near the mid-section and west end of the pad excavation. Test#3 — Excavation Upper South Mid-section (Approx. 916.47) DCP Depth Per Blow Avg. / N-Value Estimated Load 455 MM (17.9") 36.8 MM / N —8.5 3115 PSF Test#4— Excavation West Section (Approx. 919.47) DCP Depth Per Blow Avg. / N-Value Estimated Load 614 MM (24.2") 42.3 MM / N —7.25 2625 PSF 10/7/16 (1:56 P.M.): An inspection was made to assess the final pad clean-out prior to fill placement. Maximum depth to remove undocumented fill or unsuitable soils was estimated at approximately 8'-10' below proposed grade. Hand auger probes conducted at random indicated acceptable subgrade soils. A probe put down 33/4' at the mid-section low point, indicated an organically stained medium/fine sand underlain by a stained cohesive soil, consistent with the probe placed in the same general area on 10/6/16. In our opinion, the observed and tested sub-grade soils are acceptable for fill placement. Our observations and subsequent soil evaluations are limited in scope to soil conditions observed within the completed pad excavations, and to the depths achieved by shallow probes and dynamic cone penetrometer tests. Therefore, we are unable to assess sub-grade soils, which may be encountered by borings conducted as part of a standard subsurface geotechnical investigation. Sincerely, Itco Allied Engineering Company Reviewed By: Gary Standish Robert P. Sullentrop, P.E. Senior Inspector Minnesota Reg. # 17823 Cc: Greenwood Design Build #701 - 1 /#605-3'/2/#614— 13/4/#610— '//#304 / (4) DCP /#612 -58 UIQ CERTIFICATE OF SURVEY �� dPe / r-. /I v o 9pz5 FOR / �1,� • GREENWOOD DESIGN BUILD, LLC ! ``..J‘ •°a' ,.561 9 It /3 7 762 / ADDRESS: 1552 DEERWOOD DRIVE �� 9�a - r v� v. _ 2 _ 9999 / Iwo i •..-- \n, _ ••093 q09� • •• q ED ATC '\4\\ � I .+9c o, S 1 rMaysmum Slopes �����/ \rJ\ O�� ��91?-- 's :):9''lls PRO IDEG" �r'Ii sg Wail W!U j �' �\ �0 9�0 - 9103cg �� "I AIN Bur�uired / .> (c-)(3`� a 5 INL4 EC'TIO° UNTIL ... - �� 0•' i 6 FI AT, UR I� \ h V ,t ' 1 5 ,,,,, J1 ` 7 .,, . 0,,,,\,,, ,,. ,, \ , \ ,,„ ,„, , s h `j �' I , , , OR COPYJ , ,," ,,,,,,h ���" `23 -NoP�� �,P���N�''0,, ,/ I .- ��A . \�\ r 1 tFG - F3 ) ,05I mmA �\ N .:/\ / ® I a - w9t � ,z � 2 ' 097 �s I y 1 -- .. ,1I 4o \,50 4.14k �Z�h� (915.5) \ /00001111111111111111111111011121 I ' -„..---- i ' I g 9 I 1I a ,/ 9•\--):1 (O 2silioN � ,o •f ,••••'" «y r' � ` trCY % '71W .,t-ON Cii) 9 A elit. PROPOSED ° DR EWA ODD �yQ kyr ` ,• ` -- cIE • _ C OD sCO yam, �ti _ \° Zt 5 COJo yk'1 WI 041111 ' k 1 N �Y33. 928 8 q '• \ 41C 916.r\\ 5\,,'` 1 �\ SIDEWALK .. b. ��� :o T 30.0 41 •0 \ N II coo \� . A PROF'uSED927 O 929.0 .N I5.5 N GARAGE ` \ {,\ % p-)120. O a 135 .-yo ( is o PORCS \\ . 28.0 N I , 10.5 ` 1' \\ \ \ 'P 2. J \ 4 J 5 n tib \ % \ c4� PROPOSED (928.5) Nck,. \ \ 0, M N 2-STORY � � o FBIWO • I t+ \a N, 85.0 41 .00w _,,. ; - (929.0) COW\ S i .,..,1 2" (922) ��� scr� :, � .- gya ( 1" = 30' 2� - ate: \\4S 4+ (930.5) 1 \„ , SOIL \C'4, F` '� ---4---CORRECTION LIMITS I�`�< \BOG S • *_itA_SIVOlit C .... SETBACK INFORMATION: ?Oita , - . FRONT =40' `s.\--\ SIDEYARD = 10' �F� J 0 REAR YARD = 15' \<\..c,. \\°- �\ i ,---‹ c ' \F \ { \k t i-- 0 •324 cam' , ,,,,,,e/1:D al.93 ' - . "7 F D l0.---: ay QM DENOTES MAILBOX ®� N�O00B 1 .itt((� O DENOTES IRON PIPE MONUMENT SET 9296 f /1 a/ zig • DENOTES FOUND IRON PIPE MONUMENT .A e AN ENC.►7NBiCK11`J V Biter Q DENOTES PROPOSED DRAINAGE DIRECTION {2' DENOTES SERVICE LOCATION NOTE: ALL BUILDING ID DENOTES WOOD HUB DIMENSIONS ARE SHOWN TO PROPOSED TOP OF WALL ELEV. = 929.5 000.0 DENOTES EXISTING ELEVATION OUTSIDE OF FOUNDATION PROPOSED GARAGE FLOOR ELEV. = 929.2 WALL PROPOSED BASEMENT FLOOR ELEV. = 919.8 (000.0) DENOTES PROPOSED ELEVATION r f-\000-- DENOTES EXISTING CONTOUR PROPERTY DESCRIPTION LOT AREA = 43,993 SQ. FT DENOTES DECIDUOUS TREE HOUSE AREA = 4,407 SQ. FT LOT 1,BLOCK 1,OAKBROOKE 9TH ADDITION, CITY OF EAGAN,DAKOTA COUNTY,MINNESOTA. DENOTES EVERGREEN TREE Bohlen I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR DENOTES BITUMINOUS SURFACE Surveying & Associates UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 31432 Foliage Avenue 1682 Cliff Road E. DENOTES CONCRETE SURFACE Northfield,MN 55057 Burnsville,MN 55337 �„• +,,•- T �'M____ B A DATE: 6-27-2016 , ' Er wa J• i Lwii. Phone:(507)645-7768 Phone:(952)895-9212 REVISED: 10-17-2016 THOMAS J.O'MEARA,LAND SURVEYOR tomeara@bohlensurveying.com Fax:(952)895-9259 DENOTES GRAVEL SURFACE MINNESOTA LICENSE NO.46167 Z:\S\Company Shared\Projects\Eagan\oak-brooke-9th-addition\dwg\L1B1-CERT-1 0-1 7-16.dwg 10/17/2016 12:22:11 PM CDT a) co Z Q ,J��9� Il/S'% ❑, ,2P 0 0 g0 0 "1 ❑ ❑ • 0 0 �( ❑ 0 1r ❑ ❑ -4( 0 0 it7 0 ❑ .6' 0 0 PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION Lfstl i he i Oafkl-oke 9A II - DATE OF SURVEY: la a�1��� LATEST REVISION: 7/29)J1074 DOCUMENT STANDARDS • Registered Land Surveyor signature and company /A4.0'ga-r-/1,04 ,(n (' .,2i" • Building Permit Applicant ' • Legal description • Address • North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) • Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing 4 ❑ 14 • Property corners �' !J Af 0 • Top of curb at the driveway and property line extensions ��❑ _ ❑ • Elevations of any existing adjacent homes • 0 ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ / 0 • Waterways (pond, stream, etc.) Proposed ❑ 0 • Garage floor le 0 0 • Basement floor 0 0 • Lowest exposed elevation (walkout/window) ❑ .' • Property corners j' 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) "P -:"?-77 d a. in, ❑ 1 0 • Easement line ❑ � 0 • NWL ❑ 4 ❑ • HWL ❑ 0 • Pond # designation ❑ /Ef❑ • Emergency Overflow Elevation ❑ 4 ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS j2' 0 0 • Lot lines/Bearings & dimensions ❑ ,py • Right-of-way and street width (to back of curb) Al 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ,% 0 0 • Show all easements of record and any City utilities within those easements ,g' 0 0 • Setbacks of proposed structure and dey;rsetback of adjacent existing structures ,? 0 0 • Retaining wall requirements: Reviewed By' - Date 6,‘ VOC "AIR G:/FORMS/Building Permit Application Rev. 11-26-04 CERTIFICATE OF SURVEY n FOR ' A `••-•P GREENWOOD DESIGN BUILD, LLC \-\Au ADDRESS: 1552 DEERWOOD DRIVE . 4 \ A 5AsTNI-1 909 .1 1"e4,-1mum Slopes Wall Will • I, - A \••• ./ • '‘,\ (` \A J 901 5 9019 TAN/ .4( 1/ 017/4, 903 5E0 C.) 0 • 9 0 ‘11.4 ‘21.4.40 SIDEWALK CD 0 / • ; 28.0 (929.0) 1" = 30' SETBACK INFORMATION: FRONT = 40' SIDE YARD = 10' REAR YARD = 15' 0 000.0 (000.0) "boo - DENOTES MAILBOX DENOTES IRON PIPE MONUMENT SET DENOTES FOUND IRON PIPE MONUMENT DENOTES PROPOSED DRAINAGE DIRECTION DENOTES SERVICE LOCATION DENOTES WOOD HUB DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES EXISTING CONTOUR DENOTES DECIDUOUS TREE DENOTES EVERGREEN TREE DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES GRAVEL SURFACE *vp 2. .9 ED 929 6 NOTE: ALL BUILDING DIMENSIONS ARE SHOWN TO OUTSIDE OF FOUNDATION WALL LOT AREA = 43,993 SQ. FT HOUSE AREA = 4,407 SQ. FT. Bohlen Surveying & Associates 31432 Foliage Avenue Northfield, MN 55057 Phone: (507) 645-7768 tomeara@bohlensurveying.com B A 1682 Cliff Road E. Burnsville, MN 55337 Phone: (952) 895-9212 Fax: (952) 895-9259 By Date EAGAN ENGINEERING 1)EPE PROPOSED TOP OF WALL ELEV. = 929.5 PROPOSED GARAGE FLOOR ELEV. = 929.2 PROPOSED BASEMENT FLOOR ELEV. = 919.8 PROPERTY DESCRIPTION LOT 1, BLOCK 1, OAKBROOKE 9TH ADDITION, CITY OF EAGAN, DAKOTA COUNTY, MINNESOTA. I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 6-27-2016 Thariad3 arkana, REVISED: 10-17-2016 THOMAS J. O'MEARA, LAND SURVEYOR MINNESOTA LICENSE NO. 46167 Z \ Company Shared \Projects \ Eagan \ oak-brooke-9th-addition dwg L1B1-CERT-10-17-16.dwg 10/17/2016 12:22:11 PM CDT ME ( 38 ?70 4, GreenWood Construction HVAC Load Calculations for Patel Residence 1552 Deerwood Drive Eagan, MN 55122 EjetillANI R HA RESIDENTIAL HVAC LOADS Prepared By: Randy Andrews Lofgren Heating&A/C Apple Valley, MN Wednesday, December 21, 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. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] • GreenWood Construction Bloomington,MN 55438 Page 3 Miscellaneous Report System 1 Lower,Main, Gym And Sunroom Grains Input Data Outdoor Outdoor Outdoor Indoor Indoor Differenc Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 72 47% 45% 75 36.05 System 2 Upper Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -15.33 80% n/a 72 n/a Summer: 88 72 47% 45% 75 36.05 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 8 in. 6 in. Maximum Height: 8 in. 6 in. Outside Air Data Winter Summer Infiltration Specified: 0.250 AC/hr 0.130 AC/hr 228 CFM 119 CFM Infiltration Actual: 0.250 AC/hr 0.130 AC/hr Above Grade Volume: X 54.729 Cu.ft. X 54.729 Cu.ft. 13,682 Cu.ft./hr 7,115 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 228 CFM 119 CFM Total Building Ventilation: 232 CFM 116 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 23.78 = (0.68 X 0.970 X 36.05 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 92.82 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(145 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(76 CFM), Construction: Semi-Tight ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 23.78 = (0.68 X 0.970 X 36.05 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 92.82 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(83 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(43 CFM), Construction: Semi-Tight C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 "M Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington I GreenWood Construction Bloomington,MN 55438 Page 2 Project Report General Project Information Project Title: GreenWood Construction Project Date: Wednesday, December 21, 2016 Project Comment: Client Name: Patel Residence Client Address: 1552 Deerwood Drive Client City: Eagan, MN 55122 Company Name: Lofgren Heating &A/C Company Representative: Randy Andrews Company City: Apple Valley, MN Design Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 844 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Bel.Hum Dry Bulb Difference Winter: -15 -15.33 n/a n/a 72 n/a Summer: 88 72 47% 45% 75 36 Check Figures Total Building Supply CFM: 2,825 CFM Per Square ft.: 0.347 Square ft. of Room Area: 8,131 Square ft. Per Ton: 1,335 Volume (ft3)of Cond. Space: 80,494 Building Loads Total Heating Required Including Ventilation Air: 114,301 Btuh 114.301 MBH Total Sensible Gain: 54,813 Btuh 76 °A° Total Latent Gain: 16,987 Btuh 24 % Total Cooling Required Including Ventilation Air: 71,800 Btuh 6.09 Tons(Based On 75% Sensible Capacity) 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. C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] GreenWood Construction Bloomington,MN 55438 Page 4 Load Preview Report Rec ft.2 Sen Lat Net Sen SyHts lss Act s Duct Scope Ton /Ton Area Gain Gain Gain Loss CFM CCFMi CFM Size Building 6.09 1,335 8,131 54,813 16,987 71,800 114,301 2,224 2,825 2,825 System 1 4.37 1,354 5,922 39,373 12,332 51,705 80,627 1,598 2,035 2,035 49x8 Ventilation 291 1,427 1,718 3,898 Zone 1 5,922 39,082 10,905 49,987 76,729 1,598 2,035 2,035 49x8 1-Lower Level 2,963 3,849 643 4,492 22,499 469 200 200 3--6 2-Main Level 2,311 17,971 3,579 21,550 39,084 814 936 936 12--6 4-Sunroom 252 7,039 1,302 8,341 6,706 140 367 367 5--6 5-Gym 396 10,223 5,381 15,604 8,440 176 532 532 7--6 System 2 1.72 1,288 2,209 15,440 4,656 20,095 33,673 626 790 790 19x8 Ventilation 272 1,332 1,603 3,638 Zone 1 2,209 15,168 3,324 18,492 30,035 626 790 790 19x8 3-Uooerlevel 2,209 15,168 3,324 18,492 30,035 626 790 790 10--6 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] illi GreenWood Construction Bloomington,MN 55438 Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A-5a-d: Glazing-Double pane low-e(e =0.20 or less), 377 9,841 0 7,820 7,820 sliding glass door, e=0.05 on surface 2, wood with metal clad frame, u-value 0.3, SHGC 0.29 4A-5a-d: Glazing-Double pane low-e(e =0.20 or less), 830 22,386 0 16,706 16,7l6 sliding glass door, e=0.05 on surface 2, wood with metal clad frame, u-value 0.31, SHGC 0.29 11N: Door-Metal - Polystyrene Cor- 48 1,462 0 403 413 15B0-10sf-10: Wall-Basement, ,C•oard insulation to 2448 10,437 0 0 0 floor, no interior finis 0'floor •epth 12F1-0sw: Wall-Frame,In.pen cell 1/2 lb. spray foam 696 3,936 0 604 614 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood s uds 12F-Osw: Wall-Frame,nsulation in 2 x 6 stud 3882 21,952 0 3,357 3,3.7 cavity, no board insu a ion, siding finish, wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 3711 6,457 0 3,563 3,5.3 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shin. - or Dark Metal, Tar and Gravel or Membrane,al insulation 21A-24: Floor-Basement, Concrete slab, any thickness, 2 2869 6,240 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24'wide 22B-10ph: Floor-Slab on grade, Vertical board insulation 69 2,887 0 0 0 covers slab edge and extends straight down to 3' below grade, any floor cover,(R-1 nsulation, passive,heavy moist soil w ill‘. du-7- Wes% 1/F v'f%%*''`- Subtotals for structure: 85,598 0 32,453 32,453 People: 14 2,800 3,220 6,020 Equipment: 8,610 12,840 21,450 Lighting: 1200 4,092 4,092 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 228, Summer CFM: 119 21,166 2,819 1,645 4,464 Ventilation: Winter CFM: 232, Summer CFM: 116 7,537 2,758 563 3,321 Exhaust: Winter CFM: 232, Summer CFM: 116 Total Building Load Totals: 114,301 16,987 54,813 71,800 Check Figures _ Total Building Supply CFM: 2,825 CFM Per Square ft.: 0.347 Square ft. of Room Area: 8,131 Square ft. Per Ton: 1,335 Volume(ft3)of Cond. Space: 80,494 Building Loads Total Heating Required Including Ventilation Air: 114,301 Btuh 114.301 MBH Total Sensible Gain: 54,813 Btuh 76 % Total Latent Gain: 16,987 Btuh 24 % Total Cooling Required Including Ventilation Air: 71,800 Btuh 6.09 Tons(Based On 75% Sensible Capacity) 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. C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] 110. GreenWood Construction Bloomington,MN 55438 _ Page 6 Building Pie Chart Floor 8% Ventilation 7% Roof 6% Infiltration 19% Door 1% Wall 32% Glass 28% Roof 5% Ventilation 5% Wall 6% Infiltration 6% Lighting 6% Glass 34% Equipment 30% Door 1% People 8% C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] • GreenWood Construction Bloomington,MN 55438 Page 7 System 1 Lower,Main, Gym And Sunroom Pie Chart Floor 11% Ventilation 5% Roof 3% Infiltration 17% N Door 2% Wall 34% Glass 28% Roof 3% Ventilation 3% Wall 5% Infiltration 5% Lighting 8% A Cj t Glass 35% h: ' ` , >� ` Equipment 31% Door 1% People 8% C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] GreenWood Construction I Bloomington,MN 55438 Page 8 System 2 Upper Floor Pie Chart Roof 11% Ventilation 11% N • Infiltration 23% Wall 26% • Glass 28% Roof 11% Ventilation 8% Infiltration 8% Wall 7% 11111111 Equipment 26% Glass 32% People 9% C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington I • Greenwood Construction Bloomington,MN 55438 Page 9 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,963.0 sq.ft. Supply Air: 200 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 26,667.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 35 CFM Runout Air: 67 CFM Percent of Supply.: 18 % Runout Duct Size: 6 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 340 ft./min. Percent of Supply: 3 % Runout Air Velocity: 340 ft./min. Actual Winter Infil.: 16 CFM Actual Loss: 0.073 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value _ HTM Loss HTM Gain Gain N -Wall-15B0-10sf-10 67 X 9 603 0.049 4.3 2,571 0.0 0 0 S -Wall-15B0-10sf-10 67 X 9 603 0.049 4.3 2,571 0.0 0 0 E -Wall-15B0-10sf-10 49 X 9 441 0.049 4.3 1,880 0.0 0 0 W-Wall-15B0-10sf-10 49 X 9 441 0.049 4.3 1,880 0.0 0 0 N -Wall-12F1-0sw 67 X 1.5 100.5 0.065 5.7 568 0.9 0 87 S -Wall-12F1-0sw 67 X 1.5 100.5 0.065 5.7 568 0.9 0 87 E -Wall-12F1-0sw 49 X 1.5 73.5 0.065 5.7 416 0.9 0 64 W-Wall-12F1-0sw 49 X 1.5 73.5 0.065 5.7 416 0.9 0 64 W-Wall-12F-Osw 8 X 9 0 0.065 5.7 0 0.9 0 0 W-Gls-4A-5a-d shgc-0.28 0%S 36 0.300 26.1 940 30.1 0 1,083 W-Gls-4A-5a-d shgc-0.29 0%S 36 0.310 27.0 971 31.1 0 1,121 Floor-21A-24 1 X 2473 2473 0.025 2.2 5,379 0.0 0 0 Floor-22B-10ph 69 ft..Per. 69 0.481 41.8 2,887 0.0 0 0 Subtotals for Structure: 21,047 0 2,506 Infil.: Win.: 15.6, Sum.: 8.1 420 3.457 1,452 0.269 193 113 People: 200 lat/per, 230 sen/per: 1 200 230 Equipment: 250 1 000 Room Totals: 22,499 643 3,849 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM 1 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] ilk GreenWood Construction Bloomington,MN 55438 Page 10 I Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,311.0 sq.ft. Supply Air: 936 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 23,110.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 12 Actual Winter Vent.: 61 CFM Runout Air: 78 CFM Percent of Supply.: 7 ok Runout Duct Size: 6 in. Actual Summer Vent.: 28 CFM Runout Air Velocity: 397 ft./min. Percent of Supply: 3 % Runout Air Velocity: 397 ft./min. Actual Winter Infil.: 99 CFM Actual Loss: 0.099 in.wg./100 ft. Actual Summer Infil.: 52 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-Osw 67 X 10 464 0.065 5.7 2,624 0.9 0 401 S -Wall-12F-Osw 67 X 10 408 0.065 5.7 2,307 0.9 0 353 E -Wall-12F-Osw 49 X 10 413 0.065 5.7 2,336 0.9 0 357 W-Wall-12F-Osw 49 X 10 412 0.065 5.7 2,330 0.9 0 356 N -Wall-12F1-0sw 67 X 1.5 100.5 0.065 5.7 568 0.9 0 87 S -Wall-12F1-0sw 67 X 1.5 100.5 0.065 5.7 568 0.9 0 87 E -Wall-12F1-0sw 49 X 1.5 73.5 0.065 5.7 416 0.9 0 64 W-Wall-12F1-0sw 49 X 1.5 73.5 0.065 5.7 416 0.9 0 64 N -Door-11 N 6 X 8 48 0.350 30.5 1,462 8.4 0 403 N -Gls-4A-5a-d shgc-0.29 100%S 158 0.310 27.0 4,261 9.5 0 1,505 S -Gls-4A-5a-d shgc-0.29 0%S 108 0.300 26.1 2,819 17.1 0 1,847 E -Gls-4A-5a-d shgc-0.29 0%S 77 0.300 26.1 2,010 31.0 0 2,388 W-GIs-4A-5a-d shgc-0.29 0%S 78 0.310 27.0 2,104 31.1 0 2,429 S -Gls-4A-5a-d shgc-0.29 0%S 154 0.310 27.0 4,153 17.2 0 2,653 UP-Ceil-16B-50 854 X 1 854 0.020 1.7 1,486 1.0 0 820 Subtotals for Structure: 29,860 0 13,814 Infil.: Win.: 99.4, Sum.: 51.7 2,668 3.457 9,224 0.269 1,229 717 People: 200 lat/per, 230 sen/per: 3 600 690 Equipment: 1,750 2,750 Room Totals: 39,084 3,579 17,971 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington I • GreenWood Construction Bloomington,MN 55438 Page 11 Detailed Room Loads - Room 4 - Sunroom Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 252.0 sq.ft. Supply Air: 367 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 8.7 AC/hr Volume: 2,520.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 10 CFM Runout Air: 73 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 373 ft./min. Percent of Supply: 3 % Runout Air Velocity: 373 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.087 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Wall-12F-Osw 18 X 10 96 0.065 5.7 543 0.9 0 83 E -Wall-12F-Osw 15 X 10 81 0.065 5.7 458 0.9 0 70 S -Gls-4A-5a-d shgc-0.29 0%S 84 0.310 27.0 2,265 17.2 0 1,447 E -Gls-4A-5a-d shgc-0.29 0%S 69 0.310 27.0 1,861 31.1 0 2,148 UP-Ceil-16B-50 252 X 1 252 0.020 1.7 438 1.0 0 242 Subtotals for Structure: 5,565 0 3,990 Infil.: Win.: 12.3, Sum.: 6.4 330 3.458 1,141 0.270 152 89 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 750 2,500 Room Totals: 6,706 1,302 7,039 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] GreenWood Construction Bloomington,MN 55438 Page 12 Detailed Room Loads - Room 5 - Gym (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 22.0 ft. System Number: 1 Room Width: 18.0 ft. Zone Number: 1 Area: 396.0 sq.ft. Supply Air: 532 CFM Ceiling Height: 21.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 8,316.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 13 CFM Runout Air: 76 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 16 CFM Runout Air Velocity: 387 ft./min. Percent of Supply: 3 0/0 Runout Air Velocity: 387 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.094 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-15B0-10sf-10 18 X 9 162 0.049 4.3 691 0.0 0 0 E -Wall-15B0-10sf-10 22 X 9 198 0.049 4.3 844 0.0 0 0 N -Wall-12F-Osw 18 X 12 216 0.065 5.7 1,221 0.9 0 187 E -Wall-12F-Osw 22 X 12 216 0.065 5.7 1,221 0.9 0 187 E -Gls-4A-5a-d shgc-0.29 0%S 48 0.300 26.1 1,253 31.0 0 1,488 UP-Ceil-16B-50 22 X 18 396 0.020 1.7 689 1.0 0 380 Floor-21A-24 18 X 22 396 0.025 2.2 861 0.0 0 0 Subtotals for Structure: 6,780 0 2,242 Infil.: Win.: 17.9, Sum.: 9.3 480 3.458 1,660 0.269 221 129 People: 200 lat/per, 230 sen/per: 4 800 920 Equipment: 4,360 2,840 Lighting: 1,200 4,092 Room Totals: 8,440 5,381 10,223 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Minnesota Air[Bloomington] lit GreenWood Construction Bloomington,MN 55438 Page 13 Detailed Room Loads - Room 3 - Upper level l (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 2,209.0 sq.ft. Supply Air: 790 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 19,881.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 10 Actual Winter Vent.: 112 CFM Runout Air: 79 CFM Percent of Supply.: 14 % Runout Duct Size: 6 in. Actual Summer Vent.: 56 CFM Runout Air Velocity: 402 ft./min. Percent of Supply: 7 % Runout Air Velocity: 402 ft./min. Actual Winter Infil.: 83 CFM Actual Loss: 0.101 in.wg./100 ft. Actual Summer Infil.: 43 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-Osw 58.5 X 9 390.5 0.065 5.7 2,208 0.9 0 338 S -Wall-12F-Osw 58.5 X 9 396.5 0.065 5.7 2,242 0.9 0 343 E -Wall-12F-Osw 49 X 9 392 0.065 5.7 2,217 0.9 0 339 W-Wall-12F-0sw 49 X 9 397 0.065 5.7 2,245 0.9 0 343 N -Gls-4A-5a-d shgc-0.29 100%S 28 0.310 27.0 755 9.5 0 267 N -Gls-4A-5a-d shgc-0.29 100%S 108 0.300 26.1 2,819 9.4 0 1,014 S -Gls-4A-5a-d shgc-0.29 0%S 116 0.310 27.0 3,129 17.2 0 1,999 S -Gls-4A-5a-d shgc-0.29 0%S 14 0.310 27.0 378 17.2 0 241 E -Gls-4A-5a-d shgc-0.29 0%S 49 0.310 27.0 1,322 31.1 0 1,526 W-GIs-4A-5a-d shgc-0.29 0%S 44 0.310 27.0 1,187 31.1 0 1,370 UP-Ceil-16B-50 2209 X 1 2209 0.020 1.7 3,844 1.0 0 2,121 Subtotals for Structure: 22,346 0 9,901 Infil.: Win.: 82.8, Sum.: 43.1 1,935 3.974 7,689 0.309 1,024 597 People: 200 lat/per, 230 sen/per: 4 800 920 Equipment: 1,500 3,750 Room Totals: 30,035 3,324 15,168 C:\Users\omx\Desktop\Lofgren, Patel Residence, Eagan 2 Story.rh9 Wednesday, December 21, 2016, 1:42 PM • RECEIVED Job: lip g ti. Load Short Form Date: Feb 09,2017 Entire House FE0 13 20V By: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55102 Phone:763-229-4252 Email:tledo@dsginc.biz Project Information For: Patel Residence,Servin Plumbing and Heating 1552 Deerwood Drive,Eagan, Mn lt r c,4' p,Zvt•.t;7 ' l 3 3'770 3(ytikavi't /1c47 Design Information Htg Clg Infiltration Outside db(°F) -15 88 Method Simplified Inside db(°F) 72 75 Construction quality Average Design 1D(°F) 87 13 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 34 29 HEATING EQUIPMENT COOLING EQUIPMENT Make Noritz Make Trade CB199 Modulating Combi Boiler Trade Model AFUE 96 Cond AHRI ref Coil AHRI ref Efficiency 96 AFUE Efficiency 0 SEER Heating input 26042 Btuh Sensible cooling 0 Btuh Heating output 25000 Btuh Latent cooling 0 Btuh Temperature rise 104 °F Total cooling 0 Btuh Actual air flow 225 cfm Actual air flow 225 cfm Air flow factor 0.012 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) game room/bath 316 398- 4125 2428 50 114 bed 5/bath &?, -2# 4164 2198 51 103 storago/stairs 263 1362 22 17 1 wet bar 314 282 7 3 0 • ' .. ... 98 73 5 + storogc 100 916 16 11 1 rec. room 5 OK -gam• 1555 27 19 1 MilifPEI) 34.40 /L/?,, 01 /O/aG 0712 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Feb-10 10:06:10 w�°•ghtsoft� RightSuiteO Universal 2017 17.0.08 RSU16575 Page 1 F:Gservin\1552 deerwood.rup Calc=MJ8 Front Door faces: N . 4 Job: - + Component Constructions Date: Feb 09,2017 wrig game room/bath By: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55102 Phone:763-229-4252 Email:tledo@dsginc.biz Project Information For: Patel Residence,Servin Plumbing and Heating 1552 Deerwood Drive, Eagan, Mn Design Conditions Location: Indoor: Heating Cooling Minneapolis/St.paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD(°F) 87 13 Latitude: 45°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 34.0 28.7 Drybulb(°F) -15 88 Infiltration: Daily range(°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 72 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Gig HTM Gain ft' Btuh/R'-°F ft'-°F/Btuh Btuh/R' Btuh Btuh/R' Btuh Walls 12F-Osw:Frm wall,vnl ext, 1/2"wood shth,r-21 cav ins,1/2"gypsum w 227 0.065 21.0 5.65 1285 0.94 214 board int fnsh,2"x6"wood frm,16"o.c.stud 15611-8wc-8:Bg wall,heavy dry or light damp soil,2"x4"wood int frm, s 162 0.041 19.0 3.70 600 0.06 10 concrete wall,r-15 ins,10"thk,1/2"gypsum board int fnsh , Partitions (none) Windows 4A5-2ocd:2 glazing,clr low-e outr,argon gas,clad wd frm mat,clr w 42 0.320 0 27.8 1169 33.1 1389 innr, 1/4"gap, 1/8"thk;NFRC rated(SHGC=0.31);6.67 ft head ht Doors (none) Ceilings (none) Floors 22C-10tpm:Bg floor,heavy dry or light damp soil,full ext ins coy,on 2 1.108 10.0 96.4 215 0 0 grade depth,r-8 ins,carp 80%flr fnsh 44A0:Radiant panel,concrete slab on grade,embedded tubing 375 0 0 0 0 0 0 Ai' Wrights@ ` 2017-Feb-10 10:06:10 Right-Suite®Universal 2017 17.0.08 RSU16575 Page 3 '`- F:\servin\1552 deerwood.rup Calc=MJ8 Front Door faces: N Component Constructions Job: ���' , �:; � Date: Feb 09,2017 bed 5/bath By: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55102 Phone:763-229-4252 Email:tledo@dsginc.biz Project Information For: Patel Residence,Servin Plumbing and Heating 1552 Deerwood Drive, Eagan, Mn Design Conditions Location: Indoor: Heating Cooling Minneapolis/St.paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD(°F) 87 13 Latitude: 45°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 34.0 28.7 Drybulb(°F) -15 88 Infiltration: Daily range(°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 72 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'°F f8-°F/Btuh Btuhfft' Btuh Btuh/ft' Btuh Walls 12F-Osw:Frm wall,vnl ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 63 0.065 21.0 5.65 356 0.94 59 board int fnsh,2"x6"wood frm,16"o.c.stud w 212 0.065 21.0 5.65 1196 0.94 199 all 275 0.065 21.0 5.65 1552 0.94 259 15611-8wc-8:Bg wall,heavy dry or light damp soil,2"x4"wood int frm, n 51 0.041 19.0 3.43 173 0 0 concrete wall,r-15 ins, 10"thk,1/2"gypsum board int fnsh Partitions (none) Windows 2 glazing,dr low-e outr,argon gas,clad wd frm mat,dr innr, 1/4"gap, n 13 0.320 0 27.8 348 10.0 125 1/8"thk:2 glazing,dr low-e outr,argon gas,clad wd frm mat,dr innr, 1/4"gap,1/8"thk;NFRC rated(SHGC=0.31);6.67 ft head ht w 30 0.320 0 27.8 835 33.1 992 all 43 0.320 0 27.8 1183 26.3 1117 Doors (none) Ceilings 16B-50ad:Attic ceiling,asphalt shingles roof mat,r-50 ceil ins,5/8" 3 0.020 50.0 1.74 5 0.98 3 gypsum board int fnsh Floors 22C-10tpm:Bg floor,heavy dry or light damp soil,full ext ins cov,on 2 1.108 10.0 96.4 181 0 0 grade depth,r-8 ins,carp 80%flr fnsh 44A0:Radiant panel,concrete slab on grade,embedded tubing 279 0 0 0 0 0 0 2017-Feb-10 10:06:10 ' lig o f t Right-Suite®Universal 2017 17.0.08 RSU16575 Page 4 AUCIrk F:\servin\1552 deerwood.rup Calc=MJ8 Front Door faces: N • Component Constructions Job: 41. E'1 W ��'!� * p Date: Feb 09,2017 wet bar By: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55102 Phone:763-229-4252 Email:tledo@dsginc.biz Project Information For: Patel Residence,Servin Plumbing and Heating 1552 Deerwood Drive,Eagan, Mn Design Conditions Location: Indoor: Heating Cooling Minneapolis/St.paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD(°F) 87 13 Latitude: 45°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 34.0 28.7 Dry bulb(°F) -15 88 Infiltration: Daily range(°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 72 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ff Btuh/t'°F ft'-°FBtuh Btuhfft Btuh BtuhifF Btuh Walls 15611-8wc-8:Bg wall,heavy dry or light damp soil,2"x4"wood int frm, n 68 0.041 19.0 3.70 250 0.06 4 concrete wall,r-15 ins, 10"thk,1/2"gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 44A0:Radiant panel,concrete slab on grade,embedded tubing 314 0 0 0 0 0 0 R,8 2017-Feb-10 10:06:10 weigh ` Right-Suite®Universal 2017 17.0.08 RSU16575 Page 6 F:\servin\1552 deerwood.rup Calc=MJ8 Front Door faces: N • 4 Com onent Constructions Job: Wfltj�lt$>>l�ft` p Date: Feb 09,2017 rec. room By: Dakota Supply Group 475 West Minnehaha Ave,St.Paul,Mn 55102 Phone:763-229-4252 Email:tledo@dsginc.biz Project Information For: Patel Residence,Servin Plumbing and Heating 1552 Deerwood Drive,Eagan, Mn Design Conditions Location: Indoor: Heating Cooling Minneapolis/St.paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD(°F) 87 13 Latitude: 45°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 34.0 28.7 Dry bulb(°F) -15 88 Infiltration: Dailyrange(°F) - 18 ( M ) Method Simplified Wet bulb(°F) - 72 Construction quality Average Wind speed('mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/fr"F ft'-'FBtuh Btuh/ft' Btuh Btuh/fr Btuh Walls • 15611-8wc-8:Bg wall,heavy dry or light damp soil,2"x4"wood int frm, s 272 0.041 19.0 3.70 1008 0.06 16 concrete wall,r-15 ins,10"thk,1/2"gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21B-32t:Bg floor,heavy dry or light damp soil,full ext ins coy,8'depth, 342 0.014 3.0 1.22 417 0 0 r-8 ins,carp 80%flr fnsh 44A0:Radiant panel,concrete slab on grade,embedded tubing 504 0 0 0 0 0 0 2017-Feb-10 10:06:10 . wrightsoft Right-Suite®Universal 2017 17.0.08 RSU16575 Page 9 AAA F:\servin\1552 deerwood.rup Calc=MJ8 Front Door faces: N m •71- _C oro i6 co N L0 0 II " co Oii OH> Q r N N O_l'> L OM N .0 J UJ LL Q @•71-'co r ID S]Occ;Om ONO M U II II O oo NN M C O> a_ -Th 0 O 110> Q7J co LL< I ( / 4 ) /1 /'1 n r1 n n /.\ /1 C � C► - - r . - CO .0 v u 0 L - .2:2 k .o - - $ \ %...., u U \.1 \. u E O N O J p r N N M .. O r p 0 E 1 I r N N II ii II CO N N d O Q ' O)J(n ILQ /� ( )/ / II E) C as 0�� ) (((( 0 N N O rA ro O CI? II III 1 O O CO I- N O = a_O� ( ) C I r1 ) I ( •. \ M 7 O - II O 13 F a Co 1 3�cnlic U ) j) 5 -.0.-........) �� J co OOV1-/- ---)j E(ONOr O1--O h- p M II II II \ �J(D°Q j J 1 I II III Cir , IIlIIl1 I I , ,� IIIII II IIIII 1 (-- _.} --- I 1 0 II �� 0 , _____)J I IIIII i----- IIIIII I II IIII IIII1 , II = I,. , 1 --- I T 00 ‘a-.) CN IU" c3 a w \J c.„.., Q ))., ck J RECEIVED New Construction Energy Code Compliance Certificate MAR 0 3 2017 Per N1101.8 Building Certificate.A building certificate shalt be posted in a permanently visible location inside nate Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. f Maung Address of the Dwelling or Dwdting Unit City l r .4 1 1552 Deerwood Drive Eagan MN License Number GREENWOOD DESIGN BUILD, LLC BC629846 THERMAL ENVELOPE RADON SYSTEM —'! Type:Check All That Apply X Passive(No Pan) E. PN tlpfiit Eli�tth fii ri {tn4ri4ttero�.: otherr.tysi'epr or lori*i$'ddtii'i: ):! _ e 0 jt 1 13 / Insulation Location d o g f i3 a w i 1 ar I z jr, F:. is, &L, 2 •Dr a Other Please Describe Here Foundation Wall .1.� •`� :.':�:�:'. - .::,:i.;!:.•:•• -!'erl c Iii ;t"i, X Exterior Rim Joist Toundation) 21 X interior *.Ili:ill1st 1''foo ..'• ... .2211•. r X.:-.:-.-- .v • ,r=.. Wall 21 :',.•.: . _ - :.,... X• '�eltitt,�t:ffat..,. . .. .. .. _ .'4.g., ._.. ••fiberglass balls •::• - . .: Ceiling,vaulted ay.Wintltisks.or-,c iihileyeieddaiic ... . S.,,:.•_1•.."•,*.:x•.:;•::: : Bonus room over garage `J ser1bkpilteringtrldted:areas'• .. . • '"•t :t- • ,f ,..- Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.3I X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.29 R-value MECHANICAL SYSTEMS "Make-up Alr Select a 7)pe Appliances Heating System Domestic Water Heater Cooling System Not required per mech.code Fuel Type • .."1::::;:•::'.. Natural:(i4.'• :.Natur4,OW5:. f........ ::,` :$144010,.:."'.-....:.:?...."..., .•4 Passive Manufacturer Carrier s% :e Sr Powered ..::: ::•. � f SC.'I >4,G'b 4• -,r �4 . ••f�i ( 3.64 3 Interlocked with exhaust de :kKiNd�l:` - ,• vice. . . 1:114:`. :big ,: `•. ci*;` 136.011, Describe: Tnputin 1 tepoIL , Output inJ....T:0a./ Other,describe: Rating or Size BTUS: 0/deo t l'7 K. Tons: .:s:• : . . lJEat'l oss4.1-',43'.1::• „. °: , 1 aE�.;-", Location of duct or system: S` uct trris:: `a.lt ulati:cT .. . . ••:`..:. :, I:, j' 331 ti ,{: .•' : AFUE or �/ HSPF%a 7J bio 1 (14 ShTil;: 1 Oe a ( �� Calculated S7 ,fir Efficiency — l_ r�coolingloath J' Cfm's —+( "round duct OR Mechanical Ventilation System<reed4'c , "i2` bi►}iAAe'r- 0 diacy. .Ys4.c,vt� "metal duct Describe any additional or combinedCftbr cooling systems if installed: g.twamaLieTort -1.541 ( Combustion Air Select a pe source heat pump with gas back-up iitmace): —r 10* re..r"ace if Ai r•S 5754-e.44 .1 Not required per meth.code Select Type 5y S •i.Le.+l4 al • ,Passive 5.'11 Y' 'I e, Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: , ilk High: 200 W f 3e) Location of duct or system: Continuous exhausting fan(s)rated capacity in cfms: f rS .e, t ,._ /K e k tZo.M • Location of fan(s),describe: I 7i�Gr,�Egli j l ' Cline Capacity continuous ventilation rate in dins: .,yy .sn tido "round duct OR Total ventilation(intermittent+continuous)rate in afms: 94 3-6 C F ve "metal duct jbrya Created by BAM version 052009 N pep L N N O e G O 316: e • Ne P O , co F°•I ���� Y °2.7 •N - 2 .. rl-,,M Gi '�V j V II II F ... y Py: ?� v,a =d r+ i. as aen L.::. 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S' iii Willi ti e�l�`m,` S� AS yr4:00. 8 r ;' pa„ �.aw^ mnNn „ $ " "4:41 fOJ -NNmOm � i �� � Rf_ O X ! � O cDw NMax P5 Owra m... .O..N wNNNN.Oi.ni ONNNa O F ufOnm Owwwwwwww i' Ci.i a ......in mmm w..... ■.m C..NNNNN %"'�NNNaa•n OOn mm O__NNrovRf ufOnn h PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA144260 Date Issued:07/18/2017 Permit Category:ePermit Site Address: 1552 Deerwood Dr Lot:1 Block: 1 Addition: Oakbrooke 9th PID:10-53768-01-010 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Daksha M Patel 721 Third Ave Nw Melrose MN 56352 (763) 535-1800 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature qT1. PP,. City of Eaall Address: 1552 Deerwood Dr Permit#: 138768 The following items were/were not completed at the Final Inspection on: /2"" - / 7 Crimple Incomplete 1 1y 'ty Comments Final grade - 6"from siding Permanent steps-Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope ✓ W e5 TY: P_ h`►�✓ 11 0 N1aW Gq2-1455 )4S-1-Rl1e Sod / Seeded Lawn ►/` /f y2)a a seep eD 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: / t)/// /I / /c�7 G:\Building Inspections\FORMS\Checklists