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3161 Doneene Lane.App - [WILDING Residential.pdf 1 of 3 http://www.cityofeagan.corn/upload/itnages/C'tyDevelopment/B... g o., Cityofaau - �°��� O� 3830 Pilot Knob Road Eagan MN 55122 A ^ - 1b� ► Phone: (651) 675-5675 !r\� +� Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit # 0 Permit Fee: Date Received Staff 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 3 10:, 11 3 Site Address: �i Co l (L)6tet, e L- J Resident/ Owner Name: l<1.4,4— /1101.44. ley Phone: Address / City / Zip: 3 t 1p l De, vte e- Le. Applicant is: Owner X Contractor L-3 [ h Z ;r• Type of Work '\ Description of work: 1Q COBS O r j(1(Y&2 1 re S' t� Construction Cost: CIO 000 Multi -Family Building: (Yes ) / Contractor Company:SC.►r l pf%a 81,x.1 (dl CC's S Contact: /v lcJL.., Address: `i/ -/ % 'i'i,,` S' ` City: A aS A �J State: MM t i Zip: � c33 Phone: -761- 7 3(-y(®6, 3 License*. to )V -ii -IS Lead Certificate*: k If the project is exempt from lead certification, please explain why. (see Page 3 for additional information in the last 12 months, CNo If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: _Yes Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Scxk , Pt.,e,A1.ki i n5 Phone: S(A.rgv t, t-1- C. ti.ri Phone: g y - . Phone: NOTE: Plans and supporting documents that you submit are consklered to be public, Information the informaton may be classified as non-public if you provide specific reasons that would pe conclude that they are trade secrets. Portions of the City to CALL BEFORE YOU DIG. Cat Gopher State One Call at (651) 4544002 for protection against underground utility damage "'all 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate, that the work will be in conformance with the ordinances and oodes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit Issuance. x C-14-- o. vt Applicant's Printed Nude Page 1 of 3 3/4/2013 9:07 F App - BUILDING ResidentiaLpdf http://www.cityofeagan.com/upload/images/C unityDevelopment/B... 00 NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Porch (3-Season) Storm Damage _ Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration Single Family) Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration Multi) 01 of;, Plex Lower Level i Pool Miscellaneous _ Accessory Building WORK TYPES New _ Interior Improvement Siding _ Demolish Building* - Addition Move Building _ Reroof Demolish Interior = Alteration _ Fire Repair _ Windows _ Demolish Foundati n Replace Repair Egress Window Water Damage Retaining Wall -Demolition of entire building - give PCA handout to applicant DESCRIPTION ar Valuation ~HG Ova Occupancy ZXc-MCES System Plan Review Code Edition SAC Units (25% _ 10096 t!) Zoning R- City Water Census Code 4txy /o/ Stories / Booster Pump # of Units I Square Feet zy PRV A/# of Buildings I Length SG Fire Sprinklers Aeol Type of Construction - Width 34 REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other. Roof: Ice & Water Final Pool: -Footings -Air/Gas Tests Final Framing Siding: __Stucco Lath Stone Lath Brick Fireplace: Tk-Rough InAirTest Final Windows Insulation Retaining Wall: _ Footings_ Backfi _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: Building Inspector f ~r RESIDENTIAL FEES a~ 6'Z ~7• / `J 3 Base Fee A4 /0 9? @ s r Surcharge / r ! ~'cl9 j~f 0'O ' ~,~d Plan Review pq 4® MCES SAC S AM4SQ 4/'010 C4 -3?- /G M City SAC PfrC e 1 A-V11 !/4' 1> Go - Utility Connection Charge r' wr Ranc.14 3 5/~ @ y3 -2 S&W Permit & Surcharge Treatment Plant Copies 33(9 TOTAL Page 2 d 3 2 of 3 3/4/2013 9:07 AM c New Construction Energy Code Compliance Certificate Per N 1101.8 Building Certificate. A building eertifoils shall he posted in a peroiansntly visible location inside the building. The -certificate shall be completed by the budder and shall list infotntation and values of components listed in Table N1101.8. RECEIVED MAR 28 2013 Date Certiricaic Posted 3/22/13 Mailing Adil vess of the Dwelling or Dwelling Unit 3161 DONEENE LN City EAGAN Name of Residential Contractor FRONTIER HOMES MN License N her Place your logo here Community. Plan II) THERMAL ENVELOPE RADON SYSTEM Type: Check Ail That Apply x Passive (No Fan) Active'(I1'ilhfanandnzononleter ori;: oihersystenr 10101010rrng def ice ) Insulation Location 13clow litre Slab Other Please Describe 1-lere Foundation Wall Perimeter of Slab on'(xt ode Rim Joist (Foundation) Witt Joist (1$1. M'1eer+) Wall Getting, Rat Ceiling, vaulted Bay Windows or cantiievcred'tIreas .. . Bonus room over garage Dcscr ibe:other test is ted streas R-10 R-10 X INTERIOR X INTERIOR R10 R-19 R-44 R-38 R30 - X'. Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) Il: 0.30 x Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): MECHANICAL SYSTEMS Appliances Fuel 1 \ pc:;' Manufacturer Iodel Rating or Size Structure's. C alcnlaled lsfCeiene 0.30 R -value BRYANT Domestic Water 1 -hooter EL.EMCTRIC:; RHEEM 9.1.2SB4.8060S17: 621)62=2 Input in 13TIJS: heat toss:. AFIJti or l-ISP1--% 92 60,000 49;823 Capacity in Gallons: 0 Ceolin. System R -410A BRYANT 1.13ANA030 Output in 2.5 Tons: Sl:(R: 13 Calculated cooling load: 17;284. 30,119 Make-up Air Select a Type Not required per nice -h. code Passive Powered Interlocked with exhaust device. Describe: Other, describe: Location of duct or system: Ciin's " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pomp with gas back-up furnace): Select Type " metal duct Combustion Air Select a Type x Not required per mech. code Passive Heat Recover Ventilator (HRV) Capacity in cftns: Energy Recover Ventilator (ERV) Capacity in eons: x Continuous exhausting fan(s) rated capacity in dins: Low: Low: 100 High: Other, describe: High: h oca ion of duct or system: furnace room Location ot'hsn(s), describe: IMA IN/N4AS"1'r ru3A•fn I ST FLOOR WHISPER GRN 80 \\r/SENSOR Cfm's Capacity continuous ventilation rate in clips: 100 " round duct OR Total ventilation (intermittent -I• continuous) rate in dins: 210 " metal duct RECEIVED MAR 2 8 2013 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings These blank submittal forms and Instructions are available at the City of Chanhassen website and at City Hall. The completed form must be submit- ted in duplicate at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at: http://www.ci.chanhassen.mn.usiservibuild.html. Site address 6/ it4 ee. PES f Date � I If Contractor 1 ' /fC # ?srR I l71 Completed By Total required ventilation Continuous ventilation Section A Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation The table and equation are below. Table N1104.2 Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet (Conditioned area Including Basement —finished or unfinished) Number of bedrooms Number of Bedrooms / G Total required ventilation Continuous ventilation f 3 t Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11- (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)) = Total ven on rate Total ventilation —The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila- tors (ERV) the average hourly ventilation capacity must be determined In consideration of any reduction of exhaust or out outdoor air Intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con- tinuous 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. G:ISAFETY1JMVent-makeup-comb air submittal (2).docx Page 1 of 6 i i i i I ! ! i 3 1 61 Doneene Ln, Eagan HVAC Load Calculations for I i I I i I ! i. I i ! i i I i i s Prepared By: I i Sabre Plumbing And Heat ng I ! I Tuesday, March 26, 209 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. i. ~Rhvac _ F2csWentialA"L y11t Coi )mercial HVAC Loads Clrte Softvwe evel~opment inc 7-,hie Plumbing & Heating '1611 ne~np Ln,'Ea Plymouth, MN 554 page 2 Project Report _G~nerat projectJnfcrn atior Project Title: 3161 Doneene Ln, Eagan Project Date: Tuesday, March 19, 2013 Company Name: Sabre Plumbing And Heating 13es~n t7t Reference City Minneapolis, Minnesota Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees j Elevation: 834 ft. i Altitude Factor: 0.970 i Outdoor Outdoor Outdoor Indoor Indoor Grains C?ry Bulb I et Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15;/ -15.33 80% n/a 72 n/a I Summer: 88 Y 73 50% 50% 75 35 Total Building Supply CFM. 707 CFM Per Square ft.: 0.258 Square ft. of Room Area: 2,738 Square ft. Per Ton: 1,091 Volume (ft3) of Cond. Space: 24,636 " 71 NO 2% t.. ia~lr~l,ds _ Total Heating Required Including Ventilation Air. 49,783' Btuh 49.783 MBH Total Sensible Gain: 17,284 Btuh 57 % Total Latent Gain: 12,834 Btuh 43 % Total Cooling Required Including Ventilation Air: 30,119 3tuh 2.51 Tons (Based On Sensible + Latent} ~^~x.. 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. I 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. i I i I I I i i C:Irhvac projects13161 XXXX, EAGAN - NICK SPALDING TWIN HOME.rh9 Tuesday, March 26, 13, 10:23 AM Rhvac -_Ftesidential $ Light Commercial HVAC Loa zi Eii6 Sbiflvar evelopment rr~c Sabre Plumbing & Ne atinq i 3461 nec.no La, Eagan, i Plymouth, MN 55447 ~ Page 5 'Total Building Summary Loads Component A,rca Serf Lat S :n f ut al I eSCriplic>n u,an nss sirs G jr New const.26: Glazing-NEVV CON 181 RUG I iON 78 1,968 0 2,2 8 2,288 WINDOW, u-value 0.29, SHGC 0.31 New const.26: Glazing-NEW CONTSTRUCTION 172 4,492 0 4,634 4,664 WINDOW, u-value .3, SHGC 0.3 New const.26: Glazing-NEW C NTSTRUCTION 15 405 0 377 377 WINDOW, u-value 0.31, SHGC_0.26 11 P: Door-Meta! - Polyurethane 19.6 495 0 1 6 136 15B0-10sf-2: Wall-Basement, , R-10 oard insulation to 666.2 4,530 0 05 405 floor, no interior fin! 2' floor epth 12E-0sw: Wail-Frame, -1 insulation in 2 x 6 stud 1029.6 6,091 0 1,018 1,078 cavity, no board insion, siding finish wood studs 16CR-44: Roof/Ceiling-Under Attic with Insulation on Attic 1368.7 2,620 0 1,1 4 1,144 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shior Dark Metal, Tar and Gravel or Membrane, R-4 nsulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1368.7 3,215 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side o floor s a is wide Subtotals far structure: 23,816 0 10,0)2 10,092 People: 3 690 9)0 1,590 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 7,067 1,4 6 8,504 Infiltration: Winter CFM: 122, Summer CFM: 61 11,297 1,411 8 4 2,255 Ventilation: Winter CFM: 158, Summer CFM: 158 14,670 3,666 2,1 2 5,858 Exhaust: Winter CFM: 158, Summer CFM: 158 AED Excursion: 0 0 1,8 0 1,820 Total Building Load Totals: 49,783 12,834 17,264 30,119 R7, YR fi ckrt#t~ s Total Building Supply CFM: 707 CFM Per Square ft.: 0.258 Square ft. of Room Area: 2,738 Square ft. Per Ton: 1,091 a Volume (ft') of Cond. Space: 24,636 Butlrr~ l o si` TotalHeating Required Including Air: 49, . 783 Btuh 49.783 MBH - Total Sensible Gain: 17,284 Btuh 57 % 1 Total Latent Gain: 12,834 Btuh 43 % Total Cooling Required Including Ventilation Air: 30,119 Btuh 2.51 Tons (Based On Sens le + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. 1 Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performen a data at your design conditions. l I I i , t C:Irhvac projects13161 XXXX, EAGAN - NICK SPALDING TWIN HOME.rh9 Tuesday, March 26, 013, 10:23 AM htivac Kesic#enfial &#3ghtCt~,nunerciai HVAC L(xads Elite soft r i?evelopment, tnc, Sabre Plu bm~ Her~F>>c~ 3961 On .et~ Ln F~3ganj MyMouiia, MN 55447 ` P,ije G System 1 Main Floor Summary 1.0 )cf.; Component Area Sergi Lat en Total pscrirtiar ~,ir;n I ~Ss r airr,iti C din New const.26: Glazing-NEW GONI STRUCTION 78 1,968 0 2, 88 2,288 WINDOW, _u-value 0, 29, SHGC 0.31 New const.26: Glazing-NEW CONTSTRUCTION 172 4,492 0 4,364 4,664 WINDOW, u-value 0.3, SHGC 0.3 New const.26: axing- EW CONTSTRUCTION 15 405 0 77 377 WINDOW, u-value 0.31, SHGC 0.26 e 19.6 495 0 36 136 11 P: Door-MetaI "o yT ""urethanMepth 15B0-10sf-2: Wall-Basement, oard insulation to 666.2 4,530 0 05 405 floor, no interior fin` ' fl12E-Osw: Wall-Frame, R-19 sulation in 2 x 6 stud 1029.6 6,091 0 1,)78 1,078 cavity, no board ins on, siding finish, wood studs 16CR-44: Roof/Ceiling-Under Attic with Insulation on Attic 1368.7 2,620 0 1, 44 1,144 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shi or Dark Metal, Tar and Gravel or Membrane, R-44 nsulation 21A-20: Floor-Ba ent, Concrete slab, any thickness, 2 1368.7 3,215 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide Subtotals for structure: 23,816 0 10,(92 10,092 People: 3 690 00 1,690 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 7,067 1, 36 8,504 Infiltration: Winter CFM: 122, Summer CFM: 61 11,297 1,411 44 2,255 Ventilation: Winter CFM: 158, Summer CFM: 158 14,670 3,666 2,-92 5,858 Exhaust: Winter CFM: 158, Summer CFM: 158 j AED Excursion: 0 0 1 20 1,820 System 1 Main Floor Load Totals: 49,783 12,834 17, 84 30,119 Chi 4:1r~3„ ' - Supply CFM: 707 CFM Per Square ft.: 0.258 Square ft" of Room Area: 2,738 Square ft. Per Ton: 1,091 Volume (ft3) of Cond. Space: 24,636 Total Heating Required Including Ventilation Air: 49,783 Btuh 49.783 MBH Total Sensible Gain: 17,284 Btuh 57 % Total Latent Gain: 12,834#uh 43 % Total Cooling Required Including Ventilation Air 30,119 tuh 2.51 Tons (Based On Sen 'ible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i I I I i i Y ; C:lrhvac projects13161 XXXX, EAGAN - NICK SPALDING TWIN HOME.rh9 Tuesda March 26, 2013, 10:23 AM I7livac - Residentfai & tight Cnmmerr.ial MVAC Loads Elib Soffwarr; eyelopmenf lice. atrr. Plumbing i #+[-L,fing 3161 IlDneene Ln, C lnwf ;_Nlynloutn, NON 55447 Page 7 System I; Zane 1 Summary Loaes (Average Load nroce(hire for Rooms) `~C~rn~:7nent r /,fE9 sEri Lot 5 ~n _ i urai 54,1 ii~l) e13?t~ l me (_zl!! . r7 In New co- nst.26: Vlazing-NEVV CONTSI RUCTION 78 1,968 0 2,2 d 1 288 WINDOW, -vaiue 0.29,y5 0.31 New const.26: Glazing-NEW CONTSTRUCTION 172 4,492 0 4,6 4 4,664 I WINDOW, u-value^0.3,,5 New const.26: Glazing-NEW CONTSTRUCTION 15 405 0 3 7 377 WINDOW, u-value 0.31, SH C 0.26 11 P: Door-Metal - Polyurethane Core 19.6 495 0 1 6 136 1580-10sf-2: Wall-Basement, -10 oard insulation to 666.2 4,530 0 05 405 floor, no interior fini h 2' flo epth 12E-Osw: Wall-Frame, -19 insulation in 2 x 6 stud 1029.6 6,091 0 1,078 1,078 cavity, no board insu Ion, siding finish, wood studs 16CR-44: Roof/Ceiling-Under Attic with Insulation on Attic 1368.7 2,620 0 1,1 4 1,144 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shin or Dark Metal, Tar and Gravel or Membrane R-44 nsulation 21A-20: Floor-Ba ement, Concrete slab, any thickness, 2 1368.7 3,215 0 0 0 i or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide j Subtotals for structure: 23,816 0 10,062 10,092 People: 3 690 900 1,590 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 1,426 1,436 Infiltration: Winter CFM: 122, Summer CFM: 61 11,297 1,411 8 4 2,255 System 1, Zone 1 Load Totals: 35,113 2,101 15,012 17,193 ~iac Itaes m xM ~5 i Supply CFM: 707 CFM Per Square ft.: 0.258 i Square ft. of Room Area: 2,738 Square ft. Per Ton: 1,911 Volume (ft') of Cond. Space: 24,636 r Total Heating Required. 35,113 Btuh 35, 1 13 MBH Total Sensible Gain: 15,092 Btuh 88 % Total Latent Gain: 2,101 Btuh 12 % Total Cooling Required: 17,193 Btuh / 1.43 Tons (Based On Sensible -I- Latent) Rhvac is an ACCA approved Manual J and Manual U 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 performan a data at your design conditions. i i i I I I.... C:lrhvae projects13161 XXXX, EAGAN - NICK SPALDING TWIN HOME.rh9 Tuesday, March 26, 2013, 10:23 AM 0 lac - Beside iff i k Light Connnerci,&fiVAC Loafi Elifc Software ev_elopment, tnc r S abj Pf<<+ihn~~ & I i~afing 3161 neene Ln,?Eagan 1 i Plymouth, MN 55447, P..yr 7 , . i. System 1 Zone 1 Summary Loads (Average Load Proce(iure for' Rooms) I I COrY}(3Qhk llf _ f,~CB _ _ X811 "at I n- I UI 3i Doscrlption I oss tr' to ~It' Gal!] ; New const.26: Glazing-NEW CONTSTRUCTION 78 1,968 0 2,238 2,288 WINDOW, -value 0.29, j 0.31 i New const.26: Glazing-NEW CONTSTRUCTION 172 4,492 0 4,654 4,664 WINDOW, u-value 0.3, 5 H , a New const.26: Glazing-NEW CONTSTRUCTION 15 405 0 3 7 377 WINDOW, u-value 0.31, SH C 0.26 11 P: Door-Metal - Po y ethane Core 19.6 495 0 136 136 15B0-10sf-2: Wall-Basement, -10 oard insulation to 666.2 4,530 0 Q5 405 floor, no interior fini h ' flo epth 12E-Osw: Wall-Frame, -19 'nsulation in 2 x 6 stud 1029.6 6,091 0 1,078 1,078 cavity, no board insu ion, siding finish, wood studs 16CR-44: Roof/Ceiling-Under Attic with Insulation on Attic 1368.7 2,620 0 1,14 1,144 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, Dark Asphalt Shin or Dark Metal, Tar and Gravel or Membrane R-44 nsulation j 21A-20: Floor-Ba ement, Concrete slab, any thickness, 2 1368.7 3,215 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide i j Subtotals for structure: 23,816 0 10,002 10,092 People: 3 690 900 1,590 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: O 0 1,4 6 1,436 Infiltration: Winter CFM: 122, Summer CFM: 61 11,297 1,411 8 4 2,255 System 1, Zone 1 Load Totals: 35,113 2,101 15,012 17,193 .tit h Fil3 w s Supply CFM: 707 CFM Per Square ft.: D.258 j Square ft. of Room Area: 2,738 Square ft. Per Ton: 1,911 Volume (W) of Cond. Space: 24,636 Total Heating Required. 35,113 Btuh~ 35.113 MBH Total Sensible Gain: 15,092 Btuh 88 % Total Latent Gain: 2,101 Btuh 12 % Total Cooling Required: 17,193 Btuh / 1.43 Tons (Based On Sens le + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. i Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. I 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 performen a data at your design conditions. i i I i i i.._...... C:Irhvac projects13161 XXXX, EAGAN - NICK SPALDING TWIN HOMErh9 Tuesday, March 26, 013, 10:23 AM `'12trvac - itesidentl & Light Comrtierr.iiil tIVPC Lt t+is r<titc Software eveloj)rirent, Inc.` ` .rx~, ~~c »b!ny tleat:,p 3161 )w_unc Lr, Eagan i i- Plymouth, MN 55447 Page 8 Detailed Boom Loads Room I Basement (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: i j Room Length: 38.0 ft. System Number: J Room Width: 36.0 ft. Zone Number: Area: 1,369,0 sq.ft. Supply Air: 250. . CFM Ceiling Height: 9.0 ft. Supply Air Changes: 11 AC/hr j Volume: 12,318.0 cu.ft. Req. Vent. Clg: d CFM Number of Registers: 3 Actual Winter Vent.: 76 CFM I Runout Air: 83 CFM Percent of Supply.: 30 % Runout Duct Size: 5 in. Actual Summer Vent.: 56 CFM Runout Air Velocity: 612 ft./min. Percent of Supply: 22 % Runout Air Velocity: 612 ft./min. Actual Winter Infil.: 56 CFM Actual Loss: 0.299 in.wg./100 ft. Actual Summer Infil.: 28 CFM 3 h rt~tTlzwTtY }r s~ t stSZy v F~ !'Dsotlgtt w c~fllntt tc y 't 1 n NE-Wall-I 5BO-10sf-2 36 X 9 324 u w 0.061 LL 6.8 2,203 0.6 0 197 SE-Wall-1 5BO-10sf-2 38 X 9 3422 0.061 6.8 2,327 0.6 0 208 SW-Wall-12E-Osw 36 X 9 223 0.06 5.9 1,319 1.0 0 234 SW-GIs-New const.26 shgc-0.32 36 .290 25.2 908 29.8 0 1,072 0%S - j SW-GIs-New const.26 shgc-0.3 25 0.300 26.1 653 28.3 0 707 0%S _ { SW-GIs-New const.26 sh 0.3 25 0.300 26.1 653 28.3 0 707 0%S { SW-GIs-New const.26 shgc 0.26 15 0.310 27.0 405 25.1 0 377 0%S Floor-21A-20 36 X 38 1368.7 0.027 2.3 3,215 0.0 0 0 Subtotals for Structure: 11,683 0 3,502 Infil.: Win,: 56.0, Sum.: 28.0 844 6.160 5,197 0.460 49 388 j Ductwork: 0 509 ! AED Excursion: 644 People: 230 lat/per, 300 sen/per: 1 30 300 Room Totals: 16,880 79 5,343 i I I I 1 i I I i i C:lrhvac projects13161 XXXX, EAGAN - NICK SPALDING TWIN HOME.rh9 Tuesday, March 26, 2013, 10:23 AM Rirvae = Residential r& Light CUh niercial 1 iVAC Loads Mite Sc varo eVelo rnent htic S1- r_re'Plurn0ng & Heating 31,61 neene, h, L ijan P1 month, NON 55447 Detailed Room Loads - Room 2 _ Main Floor (Average Load Procedore) GenerG~i _ _ _ _ Calculation Mode: Htg. & clg. Occurrences: Room Length: 38.0 ft. System Number: Is Room Width: 36.0 ft. Zone Number: 1 Area: 1,369.0 sq.ft. Supply Air: 457 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.2; AC/hr s Volume: 12,318.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 82 CFM Runout Air: 91 CFM Percent of Supply.: 18 % Runout Duct Size: 6 in. Actual Summer Vent.: 102 CFM Runout Air Velocity: 465 ft./min. Percent of Supply: 22 % Runout Air Velocity: 465 ft./min. Actual Winter Infil.: 66 CFM j Actual Loss: 0.135 in.wg./100 ft. Actual Summer Infil.: 33 CFM r~telllr` v, sPrp 3-T:i ~N ntf NT" 6, i'i ~1. G1121 Y NE-Wall-12E-Osw 36 X 9 299 0.068 5.9 1,769 1.0 p 313 SE-Wall-12E-0sw 38 X 9 288.6 0.068 5.9 1,707 1.0 0 302 SW-Wall-12E-0sw 36 X 9 219 0.068 5.9 1,296 1.0 0 229 SE-Door-11 P 2.8 X 7 19.6 U29 25.2 495 7.0 0 136 NE-GIs-New const.26 shgc-0.27 25 26.1 653 20.2 0 506 0%S i SE-GIs-New const.26 sh c-0.3 O%S 9 26.1 235 28.3 0 255 I SE-GIs-New const.26 shgc- .3 O%S 25 26.1 653 28.3 0 707 SW-GIs-Newconst. s c-0.31 42 25.2 1,060 29.0 0 1,216 O%S SW-GIs-New const.26 shgc-0.3 38 26.1 992 28.3 0 1,075 0%S SW-GIs-New const.26 shgc-0.3 25 26.1 653 28.3 0 707 0%S UP-Ceil-16CR-44 38 X 36 1368.7 0,022 1.9 2,620 0.8 0 1,144 j Subtotals for Structure: 12,133 0 6,590 i Infil.: Win.: 65.7, Sum.: 32.8 990 6.160 6,100 0.461 762 456 Ductwork: 0 928 AED Excursion: 1,175 People: 230 lat/per, 300 sen/per: 2 460 600 Room Totals: 18,233 1,222 9,749 i i i I l I i I i C:lrhvac projects13161 XXXX, EAGAN - NICK SPALDING TWIN HOME.rh9 Tuesday, March 26, 013, 10:23 AM Section a Ventilation Method (Choose either balanced or exhaust only) t1ationrating HRV (Neat Recovery Ventilator) or ERV (Energy Recov Exhaust only - cfm of unit in low must not exceed continuous venti- Continuous fan rating in cfm more than 100%: High cfm: continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more tfian 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically V or ERV`s. Enter the low and high cfm amounts. Low c fm airflow must be equal to or greater than the required continuous ven lotion rate and less than 100% greater than the continuous rote. (For Instance, if the low cfm is 40 cfm, the ventilation fan must not ceed 80 cfm,) Automatic controls may allow the use of o larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule D scripton Loca ion MConfinuousintermitt nt r Directions - The ventilation fan schedule should describe what thefan is for, the location, cfm, and whether it is used f or continuous or Intermittent ventilation, The fan that is chose for continuous ventilation must be equal to or greater than the low c air rating and less than 100% greater than the continuous rate. (For Instance, if the low cfm is 40 cfm, the continuous ventilatio fan must not exceed 80 cfm,) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls escribe o eratio d ca troll of the eo tinuousand intermittent iii iiiii, ii t Directions -Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to rfy design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ve }flatitrn, itf exhaust fans ore used for building ventilation, describe the operation and location of any controls, indicators and legends: If on ERV r NRV Is to be installed, describe haw it will be installed if it will be connected and interfaced with the air handling equipment, please describe suc connections as detailed In the manufactures' installation instructions. if the installation instructions require or recommend the equipment to be Intel locked with the air handling equipment far proper operation, such interconnection shall be made and described. Section Make-up air Passive (determined from calculations from Table 501.3.1), Powered (determined from calculations from Table Soi.3.1) Interlocked with exhaust device (determined from calculation from Table 501:3.1) Other, describe: Location of duct or system ventilation make-up air: Determined from make-up airopeningtable cfm Size and type (round, rectangular, flex or rigid). (NR means not required) Page 2of6 Directions - in order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new instal Lions, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the app opriate column.. For existing dwellings, see 1114C 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup it will be re- quired far ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of o ping and type (round, rectangular, flex or rigid) to the last line of section D. The make-up air supply must be installed per IMC501 .2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR Q,UANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atm 'pherical- vent or direct vent ap- assisted appliances and gas or oil appliance or ly vented gas r oil pliances or no combus- power vent or direct vent one solid fuel appliance appliances or olid fuel tion appliances appliances appliances Column C Calu D Column A Column 8 f. a) pressure factor 0.15 0.019 0.06 0.0 (clmiso b) conditioned floor area (sf) (including unfinished basements Estimated House Infiltration (cfm). [1a x lb) , 2. Exhaust Capacity a) continuous exhaust-only ventilation system (cfm); (not applicable to ba- „^t lanced ventilation systems such as (,t HRV) b) clothes dryer (cfm) 135 135 135 13 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or If powered makeup air Is electrically G/ interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfrn); bath fan typically Not (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house Infiltration (from above) !qLo- 1? Makeup Air Quantity (cfm); (3a - 3b) fif value is negative, no makeup air Is needed) t 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gasoroil appliance or if there are no combustion :applia ices. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances y also be in- cluded.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid f l appliance. O. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospher€c fly vented gas or oil' appliances and solid fuel appliances. Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent, direct vent ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- DI ct di- pliances, or no combus- power vent or direct pliance or one solid fuel pliances or solid fuel a eter tion appliances vent appliances appliance appliances Column A Column B Column C Column D Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23--41 16-28 10-17 4' Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47 - 69 29-42 6 Passive opening 164-232 101---143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening 318-419 196-258 136-179 84-110 9 wjmotorized damper Passive opening 420 - 539 254 - 332 180 - 230 111-142 1 w/motorized damper Passive opening 540 - 679 333 - 419 231-290 143-179 1; W/motorized damper Powered makeu air 2679 >419 >290 >179 N I Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet forthe exterior hood and ten feet for each 90• degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct Is used, Increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct all not be accepted. C. Barometric dampers are prohibited In passive makeup air openings when any atmospherically vented appliance Is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code (No atmospheric orpowervented appliances) Passive (see IFGC Appendix E, Worksheet E-1) Size and type Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. Y 'a power vented or atmospherically vented appliance installed, use IFGCAppendix E, Worksheet E-1 (see below). Please enter size an type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow an the next 2 pages. Page 4 of 6 Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to bulled out. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step L Complete vented combustion appliance information. Furnace/Boiler: _ Draft Hood _ Fan Assisted rest Vent Input; Btu/hr or Power Vent Water Heater: Draft Hood - Fan Assisted `Direct Vent input * Btu/fir or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS Includes all spaces connected to one another by code compliant openings. CAS volume: ' LxWxH L W H Step 3: DetermineA€r Changes per Hour (ACH)i Default ACH values have been incorporated Into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4 Determine Required Volume for Combustion Air, (DO NOT COUNT DIRECT VENTAPPCIANCES) 4a. Standard Method Total Btu/hr input of all combustia appliances Input: Btu/hr Use Standard Method column In To E-1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is grerster an TRV then no outdoor openings are needed. If CAS Volume (from Step 2) Is less than RV thengoto STEPS. Total Btu/hr Input of all fan-assisted and po liances Inp : Btu/hr 4b, Known Air Infiltration Rate (KAIR) Me VflnRRVNFAA: OUNT DIRECT VENT APP ANCES) Use Fan-Assisted Appliances column in TablR A: Required Volume fan Assisted (RVFA) Total Btu/hrinput of al l Natural draft appliaInput: Btu/hr Use Natural draft Appliances column In TablRVNFA: ft' Required Volume Natural draft appliances (Total Required Volume (TRV) = RVFA + RVNi TRY ft' If CAS Volume (from Step 2) Is greater than outd openings are needed. If CAS Volume (from Step 2) Is kss than TRV EP5 Step S: Calculate the ratio of available Interior volume to the: o required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Ste 4a or cep 4b) Ratio = j Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF =1 Step 7: Calculate single outdoor opening as if all com stion air is from ou ide. Total Btu/hr input of all Combustion Appliances in th same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA); Total Btu/hr divided b 3000 Btu/hr er In' CAOA Btu/hr per In2 = €n' Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA muitt lied b RF In€mum CAOA x inz Step 9i Calculate Combustion Air Opening of eter (CAL7D) CAOD =1.13 multiplied by the square root of MInlmum CAOA CAOD =1.13 V Minimum CAOA= in. diameter o up one Inch In size If using flex duct 1 if desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures In Section G304. Page 5 of 6 M -0 x o a 1* 0 m, a a m 3 O d ~ -0 z O w tD a N N Q -V §toNGfD3Am0C='O F to 7 m n.. ,.Tv?~~ CD K) C C ~ 0,0 (a ow °.LR;L N C WS3. ra'U0 n Ia a,r pr -0 > m tO m _ca m n fD W Wm~ -<fjx X i N 'G m c L g N C O' C2 C N ° - = K W n? - Q ~ O = O CL :3 (D ° S 3 CL n cn tQ °D = of to _C CL ® 3 a m 0 ~1s m to a= b o? C. tit p Z O gS Cc, o On T0 tp C) tU 3 W = O O to m O XO 3 O r r. O. Q A C7 w 0 Z rn A X -n a T 2 3 w a x E= 11 x S ~ A w'` r f!1 c 0 Z ~ C7 ?i D fn -0 1 F mTI ~ C7~7t .'D t7 ?i 0 f?O06 0 O~ a C ~n m b o 3~Oo T ow W" 3 `1 N n ~.toto m h Ll ° OmM a - 0) co C) -W0 W W Wpw.- - p p N a rn c3 ,Z r~Q a n i aor o~c3,~ 0C. oC)~° w D~ p m o ym m o n n Co -4 c o, to A mm `°~0 rj) o Of m m° moa 3 0 m 2 o" 3 4~m ~N u ffi cn m is imo W ? ~x <7cF m N -H :X~~ Q' O m N O 7 fA c O f9 fD 00 r= Q' O r w N ~ Qt N N N m w ~ m 0 3 ate, ~ m o ~O 4 o v ID - FL 23 c a m c 0 is o w A e a ~ N ' e A OQ y r LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: 3 I, tz~kwuz Add, DATE OF SURVEY: Z J, LATEST REVISION: m c ca t U .a O z a DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company ❑ ❑ • Building Permit Applicant ❑ ❑ . Legal description --f ❑ ❑ . Address -9 ❑ ❑ . North arrow and scale _2 ❑ ❑ . House type (rambler, walkout, split w/o, split entry, lookout, etc.) ,Z ❑ ❑ . Directional drainage arrows with slope/gradient % ❑ ❑ . Proposed/existing sewer and water services & invert elevation ,I?r ❑ ❑ • Street name _-W ❑ ❑ . Driveway (grade & width - in R/W and back of curb, 22' max.) --f ❑ ❑ . Lot Square Footage ❑ ❑ . Lot Coverage ELEVATIONS Existing ❑ ❑ . Property corners .lr ❑ ❑ . Top of curb at the driveway and property line extensions ,z' ❑ ❑ • Elevations of any existing adjacent homes 11K ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ f~ ❑ • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor ❑ ❑ • Basement floor ❑ ❑ • Lowest exposed elevation (walkout/window) )2- ❑ ❑ . Property corners ",0 ❑ ❑ . Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ❑ . Easement line ❑ ,P1 ❑ . NWL ❑ ❑ . HWL ❑ ,0 ❑ . Pond # designation ❑ ❑ . Emergency Overflow Elevation /11 ❑ ❑ . Pond/Wetland buffer delineation Y 4a • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ❑ ❑ . Lot lines/Bearings & dimensions .ef ❑ ❑ . Right-of-way and street width (to back of curb) ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches etc. (i.e. all structures requiring permanent footings) ❑ ❑ . Show all easements of record and any City utilities within those easements ,2' ❑ ❑ . Setbacks of proposed structure and' ard,setback of adjacent existing structures ,,a 11 F1 . Retaining wall requirements: Reviewed By: Date /-rte G:/FORMS/Cert. of Survey Checklist Rev. 3-3-11 Ul CO 0 N 0 0 0 Ln C) D m z C) I N 0 m m m N CO NJ m N 0 0 O m 0 m cn -1 0 m z O m Peter J. Hawkinson License No. 42299 3dns 1032,Ia MAI d3aNn 12dOd2ind ION S300 11 N r- 0 0 O 0 C •:‹D _ Z Zp O -P O > co U r- 0 0 Z • - 0 W < O m N � of m 0 Z O —1 O (n D0 D �7 �m D O Z z 73 N -1O -1 D o Z C Sr) _I Dm 0 7C1 2:0 SURVEY OF THE BOUNDARIES OF: A TRUE AND CORRECT REPRESENTATION OF A Z Z -11 I W z 01Z z Z O O DO O<0 000 0 0, m m z m m= col" > C- m m. _-I 7) Z cov --10 > ■ OS ANO 0Zm 027 a win 0C O D p m 0pp p z CO m CO 0 N Z Z >50 0 0 D 1rnn 14) To m Z 0 -o - 0C -Cr m mW° (/), A W m o C O Z p m = Z m C A O n NW = > 0 Z BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. m ipmm O0p 00 N m O mm Z N m z 2 z, m <O Nrn mo 0-I p0'') m0 AC m ZTi T 0 A n al D D NZ-1 N D-, C m z = C r Om o 0 m�p =W -1 0 In In ;U Z C9-‹ MM=Cz �00 13D .Z) In rnD m 0z 0m mZ mW1 0 --♦m -ow O O lm/1 --♦ 0 Z Ph Vz_) O .Z1 V m O C z me ZZp0 m4Uzi m p r - N Z C r r ,OWpm Hz' <r W Z O-1 O OOm rrn OpD �p -1In z Z �m N -D.1 rzimrn ono 000 N O m z C0 W .Z1 -1 m c c O W m--4 r l zo <O rnp mmN -1 mo I ANO �Z 1n* mz 7,J,,,oN o-1 Dr m -71. O'D-m r- 0 0 0 0 0a D -4 m 213H10 SIN31"13SV3 MONS 0 MO13 30VNIVL1a S310N30 ^ x 0 0 0 0 O O 0 0 0 0 N NOIIVA313 ONIISIX3 S31ON30 X NOIIVGN1103 3O d01 m r < NOIIVA3-13 2:1001J IS3M01 • P1 0 0 U) M 0 D U) op C PILOT KNOB r,,..... 20.33 N O O O a4DD!4!4JaQ r--1 N r o N N -1 Z \ \ 3. `Z CD til tj.� rJ \ til til I 2 CA I 1 I 4r o O Z o fill ar co D "n CoK 4u 7 0 > Z \ _ Z1(4 rr 0 D D L—rj a V] -< 00 m K m m ,2:1 DINCk oD m P N• mr OD DO �r v NJ zom0K-n• 4,�.N5n — o < 1 a 7y > ° C] O 4 ` ;o m 20.25 N00°06'1°3"E (902.2) (909.9) N X to 0 0 X / DRAINAGE AND UTILITY EASE " NT PER 0 K m 0 CO 0 / r 0 m ONEEN LANE to 0 10.0% PROPOSED DRIVEWAY (907.3' 1 \20.33 \\ PROPOSED DRIVEWAY (906.8) X 0(nC)Ir r Op rTiU 0 0 0 f<T1 m C --i Si DDDm2� 01 -< z D II 7D T, D (910.1) 03 JD D CO II co (0 0 11 II OO CW Uiu) 0, - GARAGE N 0 I 21 O 0 ND 0 U) m rrn 00 O 0 y 0 cA PROPOSED HOUSE\ 8'4' F.B.W.O. to U 00 co (899.5) 36.00 (899.5) X (899.0) 7 0. 3 c 0 0. N 5. D O • o 0 0. m 3C 0 N Oc `<°a n. co 0 x 0 0 (904,6) (889.8) 46.00 46.00 0 co to 0� co N (899.4) N00°06'13"E 92.00 (Do 0009Z0c11 Cr) C-) D 131d OZ = HON' O CO N 00 W N Co N cx 3) rn N 0 C) z 0 3) D O 3) 0 z 3) m N D 2 0 C m 0 m 2 0 C m -4 m 2 0 C m Z 0 m CD 0 5' Co 0 0 ✓ 0 CD 0 0 CD Z O N N co co U) O z rn 0 '0N12f33NION3 3 NO w 0 N 0) O O 0 O D �7 - m O z -no O D _ UJ m m co z c( D m x � n - o m D U) U) 0 Z D N U) m m m 0 EU m O IT DOES NOT PURPORT TO SHOW IMPROVEMENTS 0 SURVEY OF THE BOUNDARIES OF: Q- Z o (a .--r- 0 - U) /+ 0 ri 7- 0 0 (I) 0 0 rn1 \V P1 m NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. =z O0 Zm pV) V) 0 _X) O Zr, D Z m =0 mm nmZ 0o 0-0 rnC 0 A v 0 rp 0 2:13H10 S1N31^13SV3 MOHS 20Z0Iz Z {O 0 0 co -4 z 0c� 0 - m f=T7 - = I'!l z .70v -4C) ;pNO 0ZA 0a) O<m zP0 w u) n- 0o r oho Kv AC) XCm Zr- Z20 �cr= mz omr= -mxv --gym U ( Z m { C 0 N O Cm>< pz- � mN rnPri- x C- o2Z OO n ic) Zmrn mA -0 -< Or - Z 0? Ngo C -IU) rrl F- cO w 0 Orn m 0D oZ0 DD {lnN Z:<Z 0--I O 0 CO m r- Op D N 0 2CZ Z�m 2m m -0m Nom 00 �p� ...1Z 730 co C,pm 0 m2 OW -r2cm oA z0 4. om0 M0 ArnoZ rnW mz MDOD 0-I 5mto r Oo O F 0 r 0 x (902.2) N -D 00 U)0 mm 0 co O O U 0O 0 N 00V :310N I ■ ■ ■ rn O 0 0 Z m rn 0(0Z 0 Zm OWN D 000 O D -0 mC0 Ngo COrrl CO- A=Z Z 0 M0 N D F - f 3NIdS S310N30 X O 0 0 0 0 0 0 0 0 0 0 0 0 M m m Z Z z 0 0 0 PI m m rn U) 0 v rn X A X D_ 0 fn Z D o Z o ▪ m ✓ m m o • < • o Zl O Z (m) Z O Z PILOT O D D G) m r- r D co m ✓ rn 0 0 0 co 0 O) 'A313 NOLLVON1103 JO d01 (o O NOLLVA333 800-13 1S3M01 • co 7) co O o O rn 0 D U) EU C I- ---I KNOB / / s. // O /\ / / O \ / \ I \ I 1 r I20.25 I 20.33,00\\ a4c io!4i.aa0 AaAJ ns 4o C \` �/ m .Z7 rm 0 r (n m Z D D 0 (Z0 r Z mm � rn Z 0m 0 1- M D E m 0- -P.m I D 0 0 N D 0 z N D � Z to N 902.0 x N00°06'13"E 92.00 (909.9) o N rn O/ o 0 \ 46.00 A N 0 V x / DRAINAGE AND UTILITY / D1 / N / N / / o ///o 46.00 ; / / / / / // EASEMENT PER PLAT N)0) • 0) N N W N A VVV.n 909.9 x QM 3 907.3 82.71 907.2 �07. mm 907.4 9 5.3 ' 56.33 { / / m�Z DONEENE / < / II 0= Z I N D q I N b �.°A 111 � 0)rn O c, to i LANE IoW mmn a -0D 73 N� o . cn m .. o w o •...1 _ E. o ,o o a. co 0 x g 5 N) O 0 0 leo =1 41 (906.3) X x. 906.8 7.9% PROPOSED DRIVEWAY (906.8)/ N W ._ C _ _C ��`(906.8) 4.3% PROPOSED DRIVEWAY N 0 O 0 YYI o 5 N cn 01 I O o (906.3) � X (906.8)1<1d.o o .. x I b I , Q />20.25 tD. \ O GARAGE o PROPOSED SHOUSE, 8'4' F.B.W.O. 36.00 � \ 0\\ \20.33 I ` \ � GARAGE \ o) " i} . W.O. ,. 0 v io 11.33 o,0 J 0 �� O rt� 0 00 ° 11.33 J 4,`,yrs W 0 < ._ co 0 N `' 0 4.33 PROPOSED HOUSES 8'4" F.B. 36,00 00 -4.33 0 o 0 m deck o 0 12.00 (899.0) X (898.5) -b (r .1 °D o t (899.0) I o f x ► (898.5) o I m I w x I I t 46.00 deck No 0 12.00 • O ■ ► 1 o ito o u' m L' 46.00 8m rA • • N O O CDD ▪ 3 0 0 (889.8) N00°06'13"E 92.00 01 rn r m d Ph z 3„ LO,SSo68S (910.1) �0.3 •- c a.°._ m o o a mto aw 3 0 899.4) t Nif '- City of Evan Address: 3161 Doneene Lane Zip: 55121 Permit 109675 The following items were / were not completed at the Final Inspection on: ,2S 3 Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage ✓ Permanent steps - Main Entry Permanent Driveway ✓ Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck ✓ Fireplace Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: L G:\Building InspectionsTORMS\Checklists v r