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1024 Wescott CtPERMIT City of Eagan Permit Type:Building Permit Number:EA148751 Date Issued:04/18/2018 Permit Category:ePermit Site Address: 1024 Wescott Ct Lot:2 Block: 1 Addition: Willow Ridge At Wescott PID:10-84435-01-020 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - Willow Ridge Llc 1000 Boone Ave Ste 400 Golden Valley MN 55427 Fireside Hearth & Home 2700 Fairview Ave N Roseville MN 55113 (651) 633-2561 Applicant/Permitee: Signature Issued By: Signature ,giL /q0qe) . 70.1 0- ----' ' -7q /-\rill6""dic 111 /�,/ /f. - ��1 1 1 ��f �l c 11 V (-J For Office Use I a o i ' ` 1 (� • /j iLiLS /q I �� $ i oda® E AG A /i / '� � • �/ :::::e ' %,:%: N . "„ e: FEB 2 2 2r11O Date Received: "....20 l"I U 3830 PILOT KNOB ROAD I EAGAN, MN 55122-18104-- I U (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675-5694 Staff: I buildinginspectionsat7citvofeagan.com, " 1�r16--. L 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 02/21/2018 Site Address: 1024 Wescott Ct Unit#: Name: Tom & Betty Ann Kleinschmidt Phone: 612-859-7574 Resident/ 919 Rae Ct. Mendota Heights, Mn 55118 owner Address/City/Zip: 04' Applicant is: Owner X Contractor / 0 T e of Work Description of work: Residential New Construction )S �c0 Type Construction Cost: 477,563.00 Multi-Family Building: (Yes /No x ) Company: McDonald Construction, Inc Contact: Misty Olson Contractor ` Address: 7601 145th St W City: Apple Valley State: Mn Zip: 55124 Phone: 612-257-6100 Email: scheduling@mcdonaldconstruction.com License#: 60002376 Lead Certificate#: 4. If the project is exempt from lead certification, please explain why: • e ...0 Y1 , 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 X No If yes,date and address of master plan: Licensed Plumber: Infinity Plumbing Phone: 507-263-8911 Mechanical Contractor: Air Mechanical Phone: 763-746-3753 Sewer&Water Contractor: Giles Excavating Phone: 612-366-4995 Fire Suppression Contractor: N/A Phone: NOTE:Plant and supporting documentsithatyou submit are co nsider d to be public information==PortiEons oftb info ,r `'maybe - - classified as non.•ublic if ou •rovide=s•ecific-reasons-that would.ern-it the Citto conclude that the are trade-secrets You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeadan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.oro 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 appro . .f clans. x Misty Olson It.I!� r��'__ �. 1 Applicant's Printed Name Applicant's Signae L(/ / L14 9 DO NOT WRITE BELOW THIS LINE j(L)L( 1. Es-C 1L-.t C - SUB TYPES Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) (t. 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 Valuation 3 X> 64,'-* Occupancy 14,7c... —1 MCES System Plan ReviewCode Edition otG/� SAC Units / (25%_100% i Zoning ft-.a City Water yA.i. Census Code _ /OI Stories / Booster Pump No #of Units / Square Feet c 70 PRV Ala #of Buildings / Length 6 3 Fire Suppression Required .4,0 Type of Construction Width (.6— REQUIRED 6RQUIRED INSPECTIONS ii Footings (New Building) Meter Size: Footings (Deck) 4 Final I C.O. Required Footings (Addition) Final I No C.O. Required Foundation � Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test 4_ Roof: 4-Ice&Watery Fina Pool:_Footings _Air/ s Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In -Air Test -FinaI Siding:_Stucco La h kSton ath _Brick_EFIS 4- Insulation Windows 4 Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector //�� q RESIDENTIAL FEESe*9 U/1,0# 1.L 35144 3 / , 5/0 5 /O7 Base Fee ,.L 74. j /� 9 Surcharge FIN I" L I P6�'& •� 41/41 MY /off 6 Plan Review / 9 3, El— MCES MCES SAC Lr fL � @qJ --/ jgO 3 o i City SAC 9 oak t. G 71 OgHD Utility Connection Charge �/ �7 /l9 S&W Permit&Surcharge raP/7% P14-0/, j 43- lJ x�y/ 0* 4 A r° Treatment Plant Copies ,3 0G oxoy Dz G r. loot.4 C�/� �N C��"t =1/4 s30 - TOTAL Page 2 of 3 3CIs r -� /(-/0lc/�7" RECEIVED New Construction Energy Code Compliance Certificate q Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Post MAR 0 8 2018 panel. Place your Mailing Address of the Dwelling or Dwelling Unit City logo here 1024 Wescott Ct Eagan Name of Residential Contractor MN License Number McDonald Construction BC0002376 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) ilhllve tVYlin iwi dliii 11101uUflle(er-' a, or other system monitoring N Location(or future location)of Fan: c =y 32 N oa o U a� o v 2 42 a Q m m ami U aa) c Ti T c 5' NN O d i,L 2 Insulation Location o_ ° z f0 m U O w - m o rn �' c a) a) m N c 12 c z LL u u iY i2 Other Please Describe Here Below Entire Slab Foundation Wall-Partial 3/4"R-5 Inside R-15 x x L&R Elevations only Perimeter of Slab on Grade Rim Joist(1st Floor) R-21 x Rim Joist(2nd Floor+) Wall R-21 x Ceiling,flat R-49 Ceiling,vaulted Bay Windows or cantilevered areas R-30 x Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.30 x Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.30 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater x Not required per mech.code Fuel Type Natural Gas Natural Gas Passive Manufacturer BRYANT Bradford White BRYANT Powered Interlocked with exhaust device. Model 912SB48080 RG2PV50T6N BA13NA036 Describe: Input in 80000 Capacity 50 output 3 Other,describe: Rating or Size BTUS: in Gallons: in Tons: AFUE or 92 0.71 SEER 13 Location of duct or system: Efficiency HSPF%" /EER Heating Loss Heating Gain Cooling Load Residential Load Calculatik 63248 23426 32777 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type BROAN HRV150S x Passive x Heat Recover Ventilator(HRV) Capacity in cfms: Low: 70 High: 140 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: I Cfm's Capacity continuous ventilation rate in cfms: 7O 6" Flex Total ventilation(intermittent+continuous)rate in cfms: /Al Q "metal duct Builders Associaton of Minnesota version 101014 /qie/ (7) RECEIVED MAR 08 201 HVAC Load Calculations for Mcdonald Contruction 1024 Wescott Ct Eagan, Mn Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St Ne Ham Lake,Mn 55304 Thursday, March 08,2018 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. RECEIVED MAR 0 8 ?0I0 Res'derit�S Light `: g f ° F, a , Ln ' n atke,MN 553046 Project Report aui Project Title: Project Date: Tuesday, March 06, 2018 Client Name: Mcdonald Contruction Client Address: 1024 Wescott Ct Client City: Eagan, Mn Company Name: Air Mechanical Company Representative: Samantha Lykke Company Address: 16411 Aberdeen St Ne Company City: Ham Lake, Mn 55304 a, 4 art x s e:r .f: "£ Reference City: Minneapolis, 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 /Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 " /12.38 n/a 30% 72 29.40 Summer: 88 V 73 50% 50% 74 37 Vie, . Total Building Supply CFM: 1,048 CFM Perp Square ft.: 0.282 Square ft. of Room Area: 3,716 Square ft. Per Ton: 1,360 Volume(ft3): 24,027 s.. .112,4 ... .. _..�...,...7x ViaAr v7:4 Total Heating Required Including Ventilation Air: 63,248 B • 63.248 MBH Total Sensible Gain: 2 , • Btuh 71 Total Latent Gain: 9 Bt 29 Total Cooling Required Including Ventilation Air: 32,777 Btuh 2.73 Tons(Based On Sensible+1117f774, 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. R:\MCDONALD\1024 Wescott Circle\HVAC\HEAT CALCS\1024 Wescot CT.rh9 Thursday, March 08, 2018,8:58 AM KECEIVED MAR 08 du;d *Iwac-Residential&Light Com mec a1 VAS s 4 0 • Ham Laky:!: t 4. .:. Total Building Summary Loads fw°` .40x:. �a°fs ' • Arc/, 4a:Glazing- 66.5 1,734 0 1,295 1,295 4a: Glazing- 24.9 606 0 460 460 4a: Glazing- 66.6 1,562 0 1,100 1,100 4a: Glazing- 24.2 588 0 458 458 4agdoor: Glazing- 50.6 1,275 0 942 942 4a: Glazing- 13.6 354 0 223 223 11G: Door-Wood-Panel 21 987 0 284 284 11N: Door-Metal- Polystyrene • 21 639 0 184 184 1560-15sf-8:Wall-Basement, R-15 •oard insulation to 1197 4,375 0 0 0 floor, no interior finish,,(flo.i-•-pth Q 1560-15sf-4:Wall-Basement, ggif, board insulation to 455 1,929 0 111 111 floor, no interior finish 4'floor depth 12F-Obw:Wall-Frame -21 nsulation in 2 x 6 stud 2762.8 15,622 0 1,723 1,723 cavity, no board insu ation, brick finish,wood studs roof: Roof/Ceiling-Under Attic with Insulation on Attic 1863 3,566 0 2,008 2,008 Floor(also use for Kne Walls and Partition Ceilings), Custom, R- 21A-20: Floor-Basement,Concrete slab,any thickness, 2 1853 4,353 0 0 0 or more feet below grade, no insulation elgtaflstot„ any floor cover, shortest side of floor slab is 20'wide 20P-30: Floor-Over open crawl space or garage, Passive, 10 30 0 3 3 -30 ilanket insulation, any cover Subtotals for structure: 37,620 0 8,791 8,791 People: 4 800 920 1,720 Equipment: 3,400 5,400 8,800 Lighting: 1200 4,092 4,092 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 168, Summer CFM: 139 15,597 3,424 2,073 5,497 Ventilation:Winter CFM: 70, Summer CFM: 70 6,500 1,727 1,046 2,773 Exhaust:Winter CFM: 195, Summer CFM: 195 Humidification(Winter)9.63 gal/day: 3,531 0 0 0 AED Excursion: 0 0 1,104 1 104 Total Building Load Totals: 63,248 9,351 23,426 32,777 w. . e. � ...,,. . ._. Total Building Supply CFM: 1,048 / CFM Per Square ft.: 0.282 Square ft. of Room Area: 3,716✓ Square ft. Per Ton: 1,360 Volume(ft3): 24,027 • " SA- Total Heating Required Including Ventilation Air: 63,248 Btuh 63.248 MBH Total Sensible Gain: 23,426 Btuh 71 Total Latent Gain: 9,351 Btuh29 Total Cooling Required Including Ventilation Air: 32,777 Btuh V 2.73 Tons(Based On Sensible+ Latent) • Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. R:\MCDONALD\1024 Wescott Circle\HVAC\HEAT CALCS\1024 Wescot CT.rh9 Thursday, March 08, 2018,8:58 AM --.-. v ami./ • MAR 082018 iUv Resid ual&Light Commercial HVACtoa ' lF ra Air cfianicai tric: 4 '" �,� a • Detailed Room Loads - Room I - 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: 1,853.0 sq.ft. Supply Air: 345 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 16,677 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 30 CFM Runout Air: 86 CFM Percent of Supply.: 9 % Runout Duct Size: 5 in. Actual Summer Vent.: 23 CFM Runout Air Velocity: 632 ft./min. Percent of Supply: 7 Runout Air Velocity: 632 ft./min. Actual Winter Infil.: 58 CFM Actual Loss: 0.320 in.wg./100 ft. Actual Summer Infil.: 48 CFM E«c k -,, ,, . . t,S. , 79 RM ��9' E lm4 t+ .n+� } r. 0�i & t"'77-;7.;;;; • !'. ;'.,;i..; ➢wyy. � �` A5J x .�.M y4;„I. u'k;.- %, .w�.E 1Fe "v 4 .�$A.+_. N -Wall-15B0-15sf-8 65 X 7 455 0.042 3.7 1,663 0.0 0 0 E-Wail-15B0-15sf-8 53 X 7 371 0.042 3.7 1,356 0.0 0 0 S-Wall-1560-15sf-4 65 X 7 455 0.041 4.2 1,929 0.2 0 111 W-Wall-1560-15sf-8 53 X 7 371 0.042 3.7 1,356 0.0 0 0 S-Wall-12F-Obw 65 X 7 387 0.065 5.7 2,188 0.6 0 241 N -Wall-12F-0bw 65 X 2 130 0.065 5.7 735 0.6 0 81 E-Wall-12F-0bw 53 X 2 106 0.065 5.7 599 0.6 0 66 S-Wall-12F-Obw 65 X 2 130 0.065 5.7 735 0.6 0 81 W-Wall-12F-0bw 53 X 2 106 S I•_5 5.7 599 0.6 0 66 S-GIs-4a szhgc-0.32 0%S 14.4 0.300 26.1 375 18.8 0 270 S-GIs-4a s.12.92_-.2.1i0%S 24.9 0.280 24.4 606 18.5 0 460 S-GIs-4a shgc„;p,32 0%S(2) 28.8 0.300 26.1 750 18.8 0 540 Floor-21A-20 1 X 1853 1853 1.127 2.3 4,353 0.0 0 0 Subtotals for Structure: 17,244 0 1,916 Infil.:Win.: 58.1, Sum.:48.0 1,123 4.804 5,393 0.639 1,184 717 Ductwork: 0 0 AED Excursion: 363 People: 200 lat/per,230 sen/per: 2 400 460 Equipment: 1,200 2,200 Lighting: 500 __ 1,705 Room Totals: 22,637 2,784 7,361 R:\MCDONALD\1024 Wescott Circle\HVAC\HEAT CALCS\1024 Wescot CT.rh9 Thursday, March 08, 2018,8:58 AM RECEIVED MAR 0 8 7018 Residential&Light Commer !" a 2 " aniCal Inc s . , le , Hiiiittike,MN 5530 - , ‘;;;07,::::4;r. ..,.. . ? 2 <.,. ' ;u _.. z, Detailed Room Loads - Room 2 - Main 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: 1,863.0 sq.ft. Supply Air: 704 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 16,767 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 40 CFM Runout Air: 101 CFM Percent of Supply.: 6 % Runout Duct Size: 6 in. Actual Summer Vent.: 47 CFM Runout Air Velocity: 512 ft./min. Percent of Supply: 7 % Runout Air Velocity: 512 ft./min. Actual Winter Infil.: 110 CFM Actual Loss: 0.163 in.wg./100 ft. Actual Summer Infil.:: 91 CFM t 2 Y'' ; "'&"fir °nP" M ",.:'7., £yg ,fi,�rr..%% �.y. � t ! �,�e6 ygi�pp¢��xp �r � y 'i.¢.. al^ az#^��a ..m",11e�h.i.& �. x..� � :':001,-;....:-.H- Yu' � .EY "z..� ''� g;. EYS°' N-Wall-12F-Obw 65 X 9 555 0.065 5.7 3,138 0.6 0 346 E-Wall-12F-Obw 53 X 9 473.9 0.065 5.7 2,680 0.6 0 296 S-Wall-12F-0bw 65 X 9 423.6 0.065 5.7 2,395 0.6 0 264 W-Wall-12F-0bw 53 X 9 451.5 0.065 5.7 2,553 0.6 0 282 N-Door-11 G 3 X 7 21 0.540 47.0 987 13.5 0 284 W-Door-11 N 3 X 7 21 0.350 30.5 639 8.8 0 184 S-GIs-4a sh c-0.28 0%S(2) 46 23.5 1,080 16.5 0 760 S-GIs-4a s gc-0. 2 0%S 9.4 0.300 26.1 247 18.7 0 177 E-GIs-4a sTi c-U.32 0%S 3.1 0.300 26.1 82 34.0 0 107 S-GIs-4a shgc-0.2 0%S(2) 20.6 0.270 23.5 482 16.5 0 340 S-GIs-4a sac-c=0 '3 0%S 16.9 0.280 24.4 411 18.9 0 320 S-GIs-4a shgc-0.3)0%S 2.8 0.280 24.4 67 18.9 0 52 S-GIs-4a`sh -00.33 0%S 4.5 0.280 24.4 110 19.0 0 86 S-GIs-4agdoor s qp-0 32 0%S 50.6 0.290 25.2 1,275 18.6 0 942 S-GIs-4a,thg -0.32 0%S 10.7 0.300 26.1 280 18.7 0 201 N-GIs-4a-has ca_g 100%S(2) 9 0.300 26.1 236 9.5 0 86 W-GIs-4a shgc-0.28 0%S 4.5 0.3 0 26.1 118 30.3 0 137 UP-Ceil-roof 1863 X 1 1863 .022 1.9 3,566 1.1 0 2,008 Floor-20P-30 1 X 10 10 0.035 3.0 30 0.3 0 3 Subtotals for Structure: 20,376 0 6,875 Infil.:Win.: 109.9, Sum.: 90.8 2,124 4.804 10,204 0.638 2,240 1,356 Ductwork: 0 0 AED Excursion: 741 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 2,200 3,200 Lighting: 700 2,387 Room Totals: 30,580 4,840 15,019 R:\MCDONALD\1024 Wescott Circle\HVAC\HEAT CALCS\1024 Wescot CT.rh9 Thursday, March 08,2018, 8:58 AM IltUtIVEU ,, p .- AR 08 o�ivm �C�e RPER 1.01 Residential Plans Examiner Review Form � �,,, for HVAC System Design (Loads, Equipment, Ducts) 8 Mar 10 erka County, Town, Municipality, Jurisdiction Header Information REQUIRED ATTACHMENTS' ATTACHED Contractor Manual J1 Form(and supporting worksheets): Yes❑ No❑x Mechanical License# or MJ1AE Form2(and supporting worksheets): Yes❑ No N OEM performance data(heating,cooling,blower): Yes❑ No 0 Building Plan# Manual D Friction Rate Worksheet: Yes 0 No❑X Duct distribution system sketch: Yes❑ No 0 Home Address(Street or Lot#, Block,Subdivision) HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature -151/F Orientation(Front door faces) North °F North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 79 63248 Number of bedrooms 0 Btu/h Total heat loss Summer Design Conditions / Conditioned floor area 3716 Sq Ft Outdoor temperature 88/F F Number of occupants 4 Indoor temperature 74 °F Windows Roof Grains difference 37 A Gr @ 50 % Rh Eave overhang depth 0 Ft _ Sensible heat gain 93496 Btu/h Internal shade Eave Latent heat gain 9351 Btu/h Blinds,drapes,etc Depth Window Total heat gain 32777 Btu/h Number of skylights 0 HVAC EQUIPMENT SELECTION (IRC M1401.3) Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Furnace Equipment type Standard Air Conditioner CFM Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM 1 048 Model Model Cooling CFM 1048 CFM Heating output capacity Btu/h Sensible cooling capacity Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity Btu/h HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IMC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP),100),TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be sub ect to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. `T /4' /L/9 RECEIVED MAR 07 2018 ID ihrillAMIPAI """ 6` 'r" Ventilation, Makeup and Combustion Air HEATING,COOLING&PLUMBING G "CrrarigC t I(Wort"Since 1985 Calculations Submittal Form For New 16411 ABERDEEN ST NE,HAM LAKE,MN 55304 Dwellings Site address 1024 Wescott CT Date 1/30/18 Contractor Mcdonald Construction Completed By Air Mechanical Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) / Square feet(Conditioned area including basement— 3716 Total required ventilation 140 r// / finished or unfinished) l/L Number of bedrooms 3 Continuous ventilation 70 Directions -Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. 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 Total/ Total/ Total/ Total/ Total/ Total/ (in sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 _ 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 (40/700 155/78 170/85 185/93 4001-4500 120/60 135/68 5u//5 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+ 1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery 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. 1 Section B Ventilation Method (Choose either balanced or exhaust) ✓aalanced,HRV(Heat Recovery Ventilator)or ERV(Energy Ixhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must not exceed continuous venti-lation rati by more than 100%. Low cfm: 70 High cfm: 140 Continuous fan rating in cfm(capacity must not exceed continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous • ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent BROAN HRV 150S Mech.Room Directions -The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions -Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. BROAN Honeywell 2 RECEIVED Section E MAR 07 7018 Make-up air Q Passive (determined from calculations from Table 501.3.1) 0 Powered(determined from calculations from Table 501.3.1) El Interlocked with exhaust device(determined from calculation from Table 501.3.1) Other,describe: NOT REQUIRED Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) 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 dwellings,see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type(round, rectangular, flex or rigid)to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column D 1' 0.15 0.09 0.06 0.03 a)pressure factor(cfm/sf) b)conditioned floor area(sf) 3716 (including unfinished basements) Estimated House Infiltration(cfm): 557 [lax lb] 2.Exhaust Capacity a)continuous exhaust-only N/A ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 1325- 135 135 135 3�p c)80%of largest exhaust rating(cfm); Kitchen hood typically(not applicable 240 o Pt if recirculating system or if powered makeup air is electrically interlocked irc>L and match to exhaust) of i1�A (d)cfm);80%bathnext fan typicallylargest (not exhaust rating Not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 557 above) Makeup Air Quantity(cfm); [3a—3b](if value is negative,no -182 makeup air is needed) 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 gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 3 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 assisted appliances and vented gas or oil vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel 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 w/motorized damper Passive opening 420—539 259—332 180—230 111—142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Q Not required per mechanical code(No atmospheric or power vented appliances) Q Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6"INSULATED FLEX Other,describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 4 hctLLIVED MAR 07 2018 Directions -The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1--Residential Combustion Air Calculation Method(for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: ElDraft Hood QFan Assisted Q✓ Direct Vent Input: 80000 Btu/hr or Power Vent Water Heater: Ebraft Hood Fan Assisted 0Direct VentInput: 55000 Btu/hr 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: 560 ft3 Lx W x H L W H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV)If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 55,000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 4125 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 4125 + = 4125 TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio=560 /4125 =.13 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1 _ .13 =.87 Step 7:Calculate single outdoor opening as if all combustion air is from outside.Total Btu/hr input of all Combustion Appliances in the same CAS Input: 55000 Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA=55000 /3000 Btu/hr per in2=18.3 in2 Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA multiplied by RF Minimum CAOA=18.3 x.87 =15.9 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 4 Minimum CAOA= 4.5 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. 5 A b'- Am - IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 _ 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 _ 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 _ 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,2506,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 _ 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 - 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 _ 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. 6 , /'-ig7jq9 ' '`' EAGAN City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy IN it � t: AL REsIDENTIALfLor x f 'REEPREraRV ION PLAN M. - . �l� FEAG _ 7RYD1f �' , A . ,1-4014/5-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Willow Ridge Lot Number 2 Block Number 1 Address 1024 Wescott Court Builder McDonald Construction Phone Number: 612-701-7911 Contact: Bill Winter Tree Protection Requirements: X Tree Protection Fencing Installed on Site(orange silt fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Tr of Required ®flows, Three(3)2, , caliper Red x.Otrees`(to bei ll f ,..owing completion:of construction,soot 'of the driv aYt• Attachments: X Yes (Refer to aetechcd decunienta fartletaila) No EAGAN FORESTRY DIVISION Additional Notes: R EVI EINuE9 BY H:\gbve\2018file\treepres\Tree Preservati n Pla Willow Ridge.Lot 2 Block 1 DATE ' 1 -�. `j,, ------____----- - -- 1 WESCOTT COURT 1,9� p16" Do' p' N S (fie) - 52..� �6 x x q RD x 0=54' § x ,,,----1 jr 5 sm / co \ s // co -&9908,7 Ile i 'n •x x W y n4 Ig & x o x g g o _--t-- a (908.0) Benchmark: (907.6) Benchmark: a 5 55•5%1, x X top of spike top of spike N, . 8 ,elevation = 905.47 elevation = 907.60 r N 908.5 71_39+6 O x Prpposedt 6 1 I Driway L " _-_ x w /14.25 as Ng ,j I 1 r to gm 5,e 908.2 tll 03 19.00 / ./SM ., a < n,r - m porch g Vacant l ad x M a' M / / 19.12 n � x ot ��V. /�Garage �m P4 P Sodded wx I I N S co g Ig 4.1,n-, / 'n x x m 0.87 x /f Prap�sed/ - rp�4 I mo / House .g 1- 8 J I r /// 9'F.81.L0,,.'"`- ., 13.00 - 4 e x I Ci 12.00/ ,// i • i - (801.1) �, �` g m o ,, p us. _fit r IINdd up'gods to I do 22.00 .`} Xo /i II N t maintain seep 6 a i IW 'dj hanap away 10 52 `",._----11-.4.1"a N _ _ _ IFI. _-e $ dr, I xv LO g $ 3 V I '` - Tree preservation i X 1 n /e I I line per grading plop (902-7 '1 b- &03 I ` 1 N f I 1 f o I 1 6:11I , I co I I - n z i x x ;i'x x x x I x x & $ / I $ g 5I g / IS 0 Drainage and utility o L___, _�,�- easement per plat I \` _ _..---__�� _..... -- 1Foose)e ;099.4) di 9 S N89°56'08"E 86.90 Lot area=11462 SF House ores=2512 SF >,wah..__ .._ .41•Im._-.4.- tb Porch area=120 SF r te. ` ..go Sidewalk area=90 SF Driveway area-737 SF 114:1111' r- � cg Total impervious Areo=3468 SF • /' 114:11 1 o Impervious Coverage-30.3% /fx x Building Coverage=23.0% .p WESCOTT ROAD 5b0 e n sion Notes: • Denotes em pipe I Lowest floor elevation per grading plan :900.0 . Installtall rock construction entrance. e1 Denotes service 2.Install silt fence as needed for erosion control. ® Denotes television box House elevntinns. (Proposed)./As-built 3.Sidewalks shall drain away from house a ■ Denotes electric box minimum of 1.0% Q Lowest Floor Elevation Denotes telephone box ,(900,5) / 4.Contractor must verity driveway design. x 000.00 Denotes casting elevation Top Of Foundation Elev. ;(909.2) / 20 5.Contractor must verify service elevation prior 0 (000.00) Denotes proposed elevation Geroge Slob Elev, 0 Doan:(908.2) / � to construction. 6.Add or remove foundation ledge as required. ,- Denotes drainage now directionT.O.F.Elevation 0 Lookout:(903,7) / Denotes spike General Notes: Scale: 1" = 20' I. Grading plan by Alliant last doted 6/22/16 was used Benchmark: to determine proposed elevations shown herein. 2.This survey does not purport to show improvements Nut Hydrant or encroachments,except as shown,as surveyed by me We hereby certify to McDonald Construction Inc that this survey, Lots 3-4 Block 1 ounder my direct supervision. plan or report was prepared by me or under my direct Elevation=910.48 3.Proposed building dimensions shown ore for horizontal supervision,and that I om a duly licensed Land Surveyor under location at structures on the lot only.Contact builder the laws of the State of Minnesota,doted 01/19/18. prior to construction for approved construction plans. raevuia,w, 4.No specific soils investigation hos been performed on Signed:jeer En'nearing.P.A. r,)oz.az-leStoke goose this lot by the surveyor.The suitability of sails to support the specific house proposed is not the responsibility of the surveyor. BY: `y// 5.This certificate does not purport to show easements Peter J.Hawkinson,Professionoi Lan rveyor other than those shown on the recorded plat. Minnesoto License No.42299 email-phowkinson8pioneereng.coen 6.Bearings shown are based on an assumed datum. Lot PIERerigisteerirtgrraWILLOW RIDGE ATWESCOTTCertificate of Survey for: CIVIL "' """"` """" 1.0 " w"" according to the recorded plot thereof McDonald Construction Inc 2422Enterprise Drive Ph.:(651)681.1914 Dakota County, Minnesota 7601145th St Mendota lieighto,MN 55120 Fu:651)681-94BR www.pmneereng.com Address: Wescott Court, Eagan, Minnesota Apple Valley,MN 551247599 House Model: Elevation: Phone:(952)432-7601/Fax:(952)432-1368 Pmt 11 7 01 6005 'Folder i1:8056'DrawnbyMTwA Buyer: Kleinschmidte iii% ... 1 0 Pioneer Engineering t; / ,. 1 V:...0::: 7:. ----------- /z , , / I .,,,---; - "11 ' ‘ -',, p„.' , t f...�........ / 2> , t 49.. ..•. 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I 17 _irr . i WESCOTT ROAD I_. � I ,' S i i S I- 0 F- 0 a cc a a U 0 0 0 > I> > O 0 0 0 W Z Z Z Z W Y Y Y Y 0 z Li 1 z z z — 1.1 CK X IX 0m F y I _ _ = O O Q Y O 0 C m C2 C7 OF— J J J W C W I— I— I— I— D D Q S C V) (.I) (1) 0 N C F- 2 Z g 0 C J Q Z m m m m m m >Z o m Q Q Q Q i i �m W UJ W U U U U N W W N - - - - U d- —N N N 0U I Lit a p 0 1 p W Z L Z * O Z . . g o 1-w 1 �3 C z S T W I- Z Q J W Z ^ m O ZO O Q U i ■ ■ — E -Z CO Ul p p U IMM W N - o �O W Z w z L 0 m Z c=i) W 5 O = v ami Q O • �, .� m W WU 0 �, 0 O D = p w a O W o O Q Z W W -C 7 O U I- W <▪ a w U 0 < N M T Q *sn , 1_ 0 L. 0 7 Z J m Q > .� L.i N W i Z '- 0 a� o rn 0 Q Z 1 z Z (n o W U/ J 0 0 7 N 0 Q W0 (n Z 1 z O W F U W W V♦ Z a W N 0 W U 0 J O OOW Z F- 0 x S Z O ° § .n La U m my Q J : Q ON)-p V) p MFO \ WED w N p Qw �� cc z z >Q , CL U � x II U w WCfi Z WfOw Q F- 11 �Qz >- D O = m cW �w W \ ix X U O0 W J I- I V ZI- - = ix Y Z H en U OC- R W M p Fp WCL Qp _ W O — 2 G! " Z Q Z J U H I �� m cc O >I Q O O ��m m O LU O `i. ■ ��-�`` m U M U O S I Z z w A CG C� C3 J c0 5 CL • J cc w U } W W zII g O v �� W >- • \\. ,/ O O O p W Y COI m Z m m W W Q a Q p W CC r w ✓ ' t7 U (7 >O r in __ — M N < U I Er {� O Z M M 0- ■ • 7 LOT SURVEY CHECKLIST FOR RESIDENTIAL /L/ elq(-17 e q�BUUII�Laa DING PERMIT APPLICATION PROPERTY LEGAL: L a 1 kJ_i' Alt, Ridge_ cr Dt DATE OF SURVEY: 09 ISG • LATEST REVISION: / 6)6---c60 ,a ° O z Q DOCUMENT STANDARDS ❑ 0 • Registered Land Surveyor signature and company 0 0 • Building Permit Applicant 4 0 ❑ • Legal description ❑ . ' • • Address i'C)�'_t' L 'J't 1 e 0 0 • North arrow and scale 0 0 • House type(rambler,walkout,split w/o,split entry, lookout,etc.) ry+40 0 • Directional drainage arrows with slope/gradient% 0 XT • Proposed/existing sewer and water services&invert elevation ,' 0 0 • Street name re 0 0 • Driveway(grade&width-in R/W and back of curb,22'max.) )if 0 0 • Lot Square Footage ,kir 0 ❑ • Lot Coverage • ELEVATIONS Existing • X ❑ 0 • Property corners .,2f ❑ 0 • Top of curb at the driveway and property line extensions 0 0 • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches 0 0 • Waterways(pond,stream,etc.) Proposed .Z ❑ ❑ • Garage floor • ,e( ❑ 0 • Basement floor 0 0 • Lowest exposed elevation(walkout/window) • % 0 0 • Property corners 2 ❑ ❑ • Front and rear of home at the foundation Y ® • PRV Required PONDING AREA(if applicable) ❑ ❑ • Easement line 0 ,' ❑ • NWL ❑ ❑ • HWL ❑ / ❑ • Pond#designation ❑ • Emergency Overflow Elevation 0 jd° ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS '' ❑ ❑ • Lot lines/Bearings&dimensions ,0' ❑ 0 • Right-of-way and street width(to back of curb) 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 .e' 0 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures X1 El 0 • Retaining wall requirements: Reviewed By: Date 8746/� Gil Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 - - - - =-i - I I----I-----1- /q9I- r COUR /Liq r 6 /,-q/"JPOffc-f- / N �2-51 (904.6) ba'di1 i ri1 4° sx,� 'o mit x �_� f o a X � z 5 on o m a • N N o // N S1ER -----(206.7 / in X X NTRO C�? 18 M X o 0 \ / x o .3 1 i m o - - -tom g (908.0) Benchmark: (907.6) Benchmark: 55%W x 0 X top of spike top of spike N o elevation = 907.60 0 0 ,elevation = 905.47 \ Proposed\ 7.39 . ' 0 Driveway 1 908.5 o 0 x N x i m 14.25 0 orn Ns o m o ,a 1 rn m m r °' my (fl `-c • (908.2) ,, � co (O m 011.50 a 8.12 4 x :I / 19.00 m�i ro moo .. .1- 0 O / o f porch 0 Vacant •In 12 / N 19.12 N x e-- op /1E Garage ` m % 5z Sodded xom I ch / n l or • O5,vINmIN / gi / / x m Io - ; P / i iN X X / " 9, I 0.87 x ` Prosed I oNi� , � 9' F. .L.O/; / o ° p •-• o / a / Haase/ / r • •CA9 x =1200 3. e ‘"Q/c) 6 �+0� Jsm Noo ///1 / % rilW8iti ♦ (901.1) mrm s 1 \!!Hold up grade to co22.00 mo 'I ' m S> drainage away m 10.52 o deck - ., ____`-- GsIii from house. a� --• - X3 °----- jL 903. __ o � 2. - o N °,0 1 M/ ° \-o-_ Tree preservation eX ^ I M mline per grading plan 2 (902.7) r 2w I 0 00 1 0 l to U11 O I ce; / 03 L x x X I x Pe- , o SO el N X I N X ` CI / m m m ,/r/_/( s 5 I s 5 _ __ L /- ei 'f I- o Drainage and utility o L easement per plat �..... w 174111, (900.8) o, ,, 99.4) ' w,i ✓? 5 v\--rEt)--- Service invert elevation = 894.13 rn m , � /. / (As-built per others) B . • N89°56'08"E 86.90 i),v,. it \ ._ Lot area =11462 SF II House area =2512 SF �� s° GAN ENGINEER-1M; DEQ , Porch area =120 SF eV' 4 6. a ° 9 Sidewalk area =90 SF �� °° 9°Os 900 aha ` '90 Driveway area =737 SF ' Total Impervious Area =3468 SF A9,O E.O.F 9o• Impervious Coverage =30.3% .exBuilding Coverage =23.0% °°, WESCOTT ROAD °°s 9°°9 Construction Notes: 0 Denotes iron pipe 1. Install rock construction entrance. � Lowest floor elevation per grading plan :900.0 �2. Install silt fence as needed for erosion Denotes service control. ❑O Denotes television box House elevations (Proposed) / As-built 3. Sidewalks shall drain away from house a • Denotes electric box Lowest Floor Elevation minimum of 1.0%. Q Denotes telephone box :(900.5) / 4. Contractor must verify driveway design. X 000.00 Denotes existing elevation Top Of Foundation Elev. ;(909.2) 5. Contractor must verify service elevation prior ( 000.00 ) Denotes proposed elevation Garage Slab Elev. ® Door :(908.2) / 0' 10' 20' to construction. 6. Add or remove foundation ledge as required. ----- Denotes drainage flow direction T.O.F. Elevation @ Lookout:(903.7) A Denotes spike General Notes: Scale: 1" = 20' 1. Grading plan by Alliant last dated 6/22/16 was used to determine proposed elevations shown herein. Benchmark: 2. This survey does not purport to show improvements Top Nut Hydrant or encroachments, except as shown, as surveyed by me We hereby certify to McDonald Construction Inc that this survey, Lots 3-4 Block 1 or under my direct supervision. plan or report was prepared by me or under my direct Elevation = 910.48 3. Proposed building dimensions shown are for horizontal supervision, and that I am a duly licensed Land Surveyor under location of structures on the lot only. Contact builder the laws of the State of Minnesota, dated 01/19/18. prior to construction for approved construction plans. / 4. No specific soils investigation has been performed on Signed: i/o/�1 eer En ineering, P.A. Revisions: this lot by the surveyor. The suitability of soils to VV 1,)02-02-18 Stake house support the specific house proposed is not the 2.)2-28-18 City revisions responsibility of the surveyor. BY: 5. This certificate does not purport to show easements Peter J. Hawkinson, rofessional Land Surveyor other than those shown on the recorded plat. Minnesota License No. 42299 email-phawkinson©pioneereng.com 6. Bearings shown are based on an assumed datum. Lot 2, PIZNEERengineering,p.A. WILLOW RIDGE BATkWESCOTT Certificate of Survey for: CIVIL ETGINEERS LAND PLANNERS LAND.SURVEYOR, 1..,DSCAPE ARCHITECTS according to the recorded plat thereof McDonald Construction Inc 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota 7601 1-45th St W Mendota Heights,MN 55120 Fax:(651)681-9488 www.pioneereng.com Address: 1024 Wescott Court, Eagan, Minnesota Apple Valley,MN 55124-7599 House Model: Elevation: Phone:(952)432-7601/Fax:(952)432-1368 Project#:117016005 Folder 4:8056 Drawn by:MTW Buyer: Kleinschmidte ©Pioneer Engineering By: REIPFAVED Date: 6 — ....1c - g,an �u'�d g ns`""�H rtify that this plan, specification or report , eared my direct supervision peCfipn�a� y me or under • - a duly licensed professional engineer under the laws of the State ofM' nesota. C1^ Trevor Axner, MEM 0 RA N D U M Date: 5-11-18 Minnesota Registration No.45470 To: McDonald Construction Re: 1024 Wescott Ct, Eagan, MN Date: May 11,2018 Project No. 8.079 The purpose of this memorandum is to address specific items of concern as described below for the single- family residence at the address listed above. Framing information and construction photos were provided by the builder. Refer to the limited scope structural drawings last issued by The Hanson Group on 2-15-18 for additional information. The headers for the portal frames were reportedly installed without 2x6 plates directly above the header as shown in the portal frame detail. Omitting this plate on the two portal frames is acceptable for our portal frame design provided the two LVL header plies are adequately fastened together. Verify or provide(2)X"diameter x 3%"Simpson SDS or equivalent structural wood screws at 16"on center from either side. The deck was reportedly attached to the house with (4)Simpson DTT1Z tension ties fastened to deck joists and manufacturer approved screws embedded 3" into the ends of floor trusses. P&M is reportedly designing each truss to resist a 750-pound lateral load. Contact P&M for additional information. This DTT1Z tension tie installation is an acceptable alternative method of providing the Code required deck lateral load connection. The observations and opinions expressed in this report are based on our professional engineering judgment and professional practice,as well as the limited observations noted. We reserve the right to supplement and/or amend these findings and/or opinions should new information become available. Concealed discrepancies and/or defects limit the accuracy and scope of this report. No warranty,either expressed or implied,for any portion of the structure is given. Contact The Hanson Group should evidence contrary to the above information reported and findings noted be found. Sincerely, The Hanson Group Trevor Amer, PE .\\(1-)F Eq a L1SHed 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax: (651)675-5694 buildi nginspectionsAcityofeagan.com Address: 1024 Wescott Ct Permit#: 148149 The following items were/were not completed at the Final Inspection on: /0/4 I i O 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 /f , Deck 1" 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: 3 �f I'-/ftf/