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3780 Wescott Cir L415$173 411, 3n.51° pi 1 5.11- i 0 0 • (1 For Office Use , L 17 100.0 75 E AG A me 1�g1?6 Permit#: 753113 ,' ,' ", '' ,fir- 578. 40/ ...... ,..... Riv, . (',$'1 o - Permit Fee: $/, c� 78 �4O 1 3(1' 1c,/ p ve I Date Receiv=•• • 3830 PILOT KNOB ROAD I EAGAN,MN 2--1$ :,:,,g 1 (651)675-5675 TDD:(651)454-8535 I F (6 1). 75-5694 :/rii buildinginsoectionst cityofeagan.com ''-;4t S ,49 LStaff: J 2018 RESIDEti1AI BU1JD G PERMIT APPLICATION 7 . 8/15/19 : 3780 Date: Site Address: Wescott Circle Unit#: °� k Adam & Jennifer Osborn 612-432-2296 ��- a. ,�� ��,, Name: Phone: .;., ' ... ` ' ,1, 959 Southwell Enclave, Byron Mn 55920 ` a 4 , Address/City/Zip: k it r ,-- , ,Z, Applicant is: Owner Contractor pt '6 (4),‘L o u) 4 �E [� (i){s(0 � ,:s` New Construction Residential ., . i...,f . Description of work: �L` � ; y Construction Cost: $662 ,000,00 Multi-FamilyBuilding:(Yes /No X , cM , . McDonald Construction MistyOlson ;;�x'4x � ' xt��r ��, Company. Contact: } 'r 7601 145th St 4' ,s 4:f Address: City. Apple Valley } �_ 55124 612-257-6100 schedulingt�mcdonaldconstruction.com State: M N Zip: Pho le: -mail: _ , r` . 2376 . License#. tate#: N/A If the project is exempt from lead certification, please explain why: 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: Bohn Well Phone: 9524454809 Fire Suppression Contractor: N/A Phone: ONE Plast and %d � �� h� stmt are consiftwvif fobepftttc *rmatiCn � gart mp .: - .0:141$1164,08 : ° � �pro+:tatwaui�to That t� ar! . , 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.citvofeasran.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.000herstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and .rk is not to . =rt 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 �: of'.lans. xMisty Olson x 11tiorr�iie Applicant's Printed Name Appl a'Ys Signal,re DO NOT WRITE BELOW THIS LINE3g 7 O u Ls CO H- C- t( 4-7 -&-/"73 SUB TYPES X Foundation _ Fireplace — Porch(3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage — Porch(4-Season) _ Exterior Alteration(Multi) _ Multi _ Deck — Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex _ Lower Level — Pool Accessory Building _ WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* /_ Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair Demolish Foundation _ Windows _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION S �,,�Valuation � ►0 (I Occupancy `44 MCES System Plan Review Code Edition V,.li,J) o/3'' SAC Units (25%_100%\( ) Zoning g i s City Water Census Code Stories Booster Pump #of Units Square Feet / PRV #of Buildings Length It Fire Suppression Required Type of Construction ✓/� Width .4 I REQUIRED INSPECTIONS vv Footings(New Building) Meter Size: Footings(Deck) )( Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation ,( Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice g Water _Final Pool:_Footings Air/Gas Tests _Final Framing 30 Minutes )( 1 Hour Drain Tile Fireplace:X Rough In x Air Test X Fina( Siding:_Stucco Lath I. Stone Lat _Brick_EFIS Insulation Windows x Sheathing Ni Retaining Wall:..Footings 4Backfill 4 Final X Sheetrock X Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls X Erosion Control XShower Pan Other: Reviewed By: 12, Building Inspector IVOCky-yl er 614 RESIDENTIAL FEES /519-S6Base Fes 0/J 9-5y Jl k S - 11( ' 9 I Surcharge (1)I75fiv I 1 /'2 /X 957': 10,/ (0 0 ,se-). Plan Review MCES SAC 0 SSS/ yth)13 $'73194- /32- $'7319 City SAC vt''V 14 (9 01,75 : 1 F)-, 4f !kg Utility Connection Charge S&W Permit&Surcharge S i/n iir�i1, r7 2 X kfe 00 !` Treatment Plant iI„I jq i 07 Copiesddlytaii4 ? '/�7 x WIL11� Si t TOTALJ1_ �JJ L1 x � z' 1 � Page 2 f 3 5-,-°4 7)►d IG 1 3780 Wescott Circle This is a list of items needed for plan review. The window u factor and shgc don't match the from the compliance certificate to the calc's from the mechanical contractor. 2 Provide the (Ez- screen) design and install details. Provide the es-report for the tre ein . This will p g change the stair stringer spacing. 4 No header size shown for screen porch wall line by the deck. rotArVriv4irk. New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Post panel. Place your Mailing Address of the Dwelling or Dwelling Unit City logo here 3780 Wescott Circle Eagan Name of Residential Contractor MN License Number McDonald Construction, Inc BC002376 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply x Passive(No Fan) Fii.uve t YVllll Idll dnu IllullUlll@lCI o a) or other system monitoring a) Fal ,•.' Location(or future location)of Fan: o *a N c) @ 0 Q m m y V 0 v c Id> N c .0 2 T C N N 0. LL X 0 Insulation Location t ° z `—° e V 0 m w 19- m- `o of E' E E o v ;o c al al m m e I— z LL l °it ° 2 cc o Other Please Describe Here Below Entire Slab Foundation Wall 15 x x Interior or Exterior Perimeter of Slab on Grade Rim Joist(1st Floor) 21 x Rim Joist(2nd Floor+) 21 x Wall 21 x Ceiling,flat 49 x Ceiling,vaulted Bay Windows or cantilevered areas Floors over unconditioned area 49 x Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.30 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.30 x 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 Electric Passive Manufacturer Bryant Bradford White Bryant Powered Interlocked with exhaust device. Model 912SC48100 RG2PV50H6N BA13NA048 Describe: Input in 100000 Capacity 50 Output 4 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 Calculatit 88976 34539 43579 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type x Passive x Heat Recover Ventilator(HRV) Capacity in cfms: Low: 117 High: 192 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: 6" Flex Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Associaton of Minnesota version 101014 HVAC Load Calculations for McDonald Construction 3780 Wescott Cir Eagan, MN Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Wednesday,September 11,2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Loads • Elite Sofestare Developotent, Air file0anical Nam Lake.MN'55304 • ����� � � ~ �� ��� `' ������ ��� aw` W - Page�� Project Report Project Title: Project Date: Tuesday, July 23 2019 Client Name: McDonald Construction Client Address: 3780 Wescott Cir Client City: Eagan, MN Company Name: ' Air Mechanical Company Representative: Samantha Lykke Company Address: 16411 Aberdeen St NE Company City: Ham Lake, MN 55304 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 RaL.1±im RelliUm Dry Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 74 37 Total Building Supply CFM: 1,552 CFM Per Square ft.: 0.334 Square ft. of Room Area: 4,646 Square ft. Per Ton: 1,279 Volume(ft3): 32,496 Total Heating Required Including Ventilation Air: 88,976 Btuh 88.976 MBH Total Sensible Gain: 34,539 Btuh 79 % Total Latent Gain: 9,040 Btuh 21 % Total Cooling Required Including Ventilation Air: 43,579 Btuh 3.63 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J, D and S 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 meetboth sensible and latent loads according to the manufacturer's performance data at your design conditions. R:\...\3780 Wescott Cir.rh9 Wednesday, September 11. 2O1A. 10:31AM Rhvac:-Residential&'Light Commercial HVAC Loads lit Elite Software Development,Inc. Air Mechanical Inc Ham Lake,MN.55304. Page 3 Miscellaneous Report r1$.1 e Winter: -15 -12.38 100% 30% 72 29.40 Summer: 88 73 50% 50% 74 37.40 -:r. x "^`�1tE E'..,. '• .. i' �, `Ir.,..<,.. . %�, v .tea.`"`'; „' .!.' _ ," '. «' . ^:.,. a,<ya ._.,. ... Main Trunk Bunoufs. Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. :. - :+9«rv„5:;" i :` M6;• s4ryr�.. , 3•`ntt 'sae::74:","mrt g.. Winter Summer Infiltration Specified: 0.370 AC/hr 0.190 AC/hr 200 CFM 103 CFM Infiltration Actual: 0.326 AC/hr 0.075 AC/hr Above Grade Volume: X 32,496 Cu.ft. X 32.496 Cu.ft. 10,598 Cu.ft./hr 2,423 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 177 CFM 40 CFM Total Building Ventilation: 95 CFM 95 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(200 CFM), Construction: Average Summer Infiltration Specified: 0.190 AC/hr(103 CFM), Construction:Average R:\...\3780 Wescott Cir.rh9 Wednesday, September 11, 2019, 10:31 AM Rhvac=Residential&Light Commercial HVAC Loads Elite Software Development-Inc., Air Mechanical inc... Ham Lake.MN 55304 Page 4 Duct Size Preview (((((( 11 Room or Source Minimum Maximum Rough,' Design SP Duc Ducll Htg Gig Act. Duct Duct Name Velocity Velocitw Facto i U10f, Loss Veloci Lengtlj Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 477.3 239 281 3--6 2-Main Level Built-In 0 750 0.01 0.1 486.8 361 - 669 7--6 3-Upper Level Built-In 0 750 0.01 0.1 375 473 601 6--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 886.6 1,07 1,552 14x15 Summary System 1 Heating Flow: 1073 Cooling Flow: 1552 R:\...\3780 Wescott Cir.rh9 Wednesday, September 11, 2019, 10:31 AM . Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,.Inc. Air Mechanical Inc: t Ham Lake.MN 55304. Page 5 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,378.0 sq.ft. Supply Air: 281 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 11,024 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 21 CFM Runout Air: 94 CFM Percent of Supply.: 8 Runout Duct Size: 6 in. Actual Summer Vent.: 17 CFM Runout Air Velocity: 477 ft./min. Percent of Supply: 6 % Runout Air Velocity: 477 ft./min. Actual Winter Infil.: 32 CFM ��yyActual Loss: 0.142 in.wg./100 ft. Actual Summer Infil.: 7 CFM `.�I< Pe k. %"a -t,� ; .44-'-'"1 ... r � r"' f V' � t- ' , �, ® .,AY,' ' ., ;: .rt .1.. „ ' f ��3%9y 3 'mss k -y e s c 1. sr,¢ . ,# a � _Y 7 w.,.4 1 r +^re f* N -Wall-1560-10sf-8 60 X 8 480 0.050 4.4 2,088 0.0 0 0 E-Wall-1560-10sf-8 28 X 8 224 0.050 4.4 974 0.0 0 0 S-Wall-12F-Obw 60 X 8 411.7 0.065 5.7 2,328 0.6 0 257 SE-Wall-12F-Obw 21 X 8 168 0.065 5.7 950 0.6 0 105 SW-Wall-12F-Obw 16 X 8 106.2 0.065 5.7 601 0.6 0 66 W-Wall-1560-10sf-8 30 X 8 240 0.050 4.4 1,044 0.0 0 0 S-GIs-4a shgc-0.3 0%S 12.3 0.300 26.1 321 17.9 0 220 SW-GIs-4a shgc-0.3 0%S 21.8 0.300 26.1 568 28.6 0 622 S-GIs-4agdoor shgc-0.3 0%S 56 0.300 26.1 1,462 17.9 0 1,000 Floor-21A-20 1 X 1378 1378 0.027 2.3 3,237 0.0 0 0 Subtotals for Structure: 13,573 0 2,270 Infil.: Win.: 32.3, Sum.: 7.4 776 3.862 2,997 0.142 182 110 AED Excursion: 227 People: 200 lat/per, 230 sen/per: 1 200 230 Equipment: 1,100 1,800 Lighting: 400 _ 1,364 Room Totals: 16,570 1,482 6,001 R:\...\3780 Wescott Cir.rh9 Wednesday, September 11, 2019, 10:31 AM Rhvac- Li Residential& ht Commercial HVAC Loadslit Elite Software Development,inc. Air 9 kiechahieal�lnc. Hain .� �... . Lake.:MN 55304: Page 6 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) aQtii . `-id:: ;;-:...Z 4* t. $ :± ,sTA ,iX iii-*,"<: , ;' `,i.' t. 3..w ,-'1:s ,. .'t�,°-i , - °:. 3' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,378.0 sq.ft. Supply Air: 669 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 12,402 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 32 CFM Runout Air: 96 CFM Percent of Supply.: 5 % Runout Duct Size: 6 in. Actual Summer Vent.: 41 CFM Runout Air Velocity: 487 ft./min. Percent of Supply: 6 % Runout Air Velocity: 487 ft./min. Actual Winter Infil.: 80 CFM Actual Loss: 0.148 in.wg./100 ft. Actual Summer Infil.: 18 CFM • 1 a t , ', „v ,,,,,,,,,-„A„„� k Y" ,. .; 4o c , , Yr m �,7 ' ,.,0 4101,4,4,-...„4„,4,,,,�` , k ,� # a Ilf a9 •, - . .V _ie •,z. zilti= 1.', r . : ay 1, "' ° I.'.„ ( . N -Wall-12F-Obw 60 X 9 445.1 0.065 5.7 2,517 0.6 0 278 E-Wall-12F-0bw 28 X 9 252 0.065 5.7 1,425 0.6 0 157 S-Wall-12F-Obw 60 X 9 537.4 0.065 5.7 3,039 0.6 0 335 SE-Wall-12F-Obw 21 X 9 167.2 0.065 5.7 945 0.6 0 104 SW-Wall-12F-Obw 16 X 9 80 0.065 5.7 452 0.6 0 50 W-Wall-12F-Obw 30 X 9 175.3 0.065 5.7 991 0.6 0 109 N -Door-11G 6 X 7 42 0.540 47.0 1,973 13.5 0 567 N -Door-11 N 3 X 7 21 0.350 30.5 639 8.8 0 184 N -GIs-4a shgc-0.3 100%S (2) 25 0.300 26.1 652 9.9 0 248 N -GIs-4a shgc-0.3 100%S 6.9 0.300 26.1 181 9.8 0 68 S-GIs-4a shgc-0.3 0%S 2.6 0.300 26.1 67 18.0 0 46 SE-GIs-4a shgc-0.3 0%S 12.5 0.300 26.1 327 28.5 0 358 SE-GIs-4a shgc-0.3 0%S 9.3 0.300 26.1 242 28.6 0 265 SW-GIs-4agdoor shgc-0.3 0%S 64 0.300 26.1 1,670 28.6 0 1,829 W-GIs-4a shgc-0.3 0%S(3) 15.8 0.300 26.1 414 32.2 0 510 W-GIs-4a shgc-0.3 0%S(3) 62.4 0.300 26.1 1,629 32.2 0 2,010 W-GIs-4a shqc-0.3 0%S(2) 16.5 0.300 26.1 430 32.2 0 ___532 Subtotals for Structure: 17,593 0 7,650 Infil.:Win.: 80.5, Sum.: 18.4 1,935 3.861 7,472 0.142 454 275 AED Excursion: 541 People: 200 lat/per, 230 sen/per: 1 200 230 Equipment: 2,200 3,200 Lighting: _ 700 _ 2,387 Room Totals: 25,065 2,854 14,283 R:\...\3780 Wescott Cir.rh9 Wednesday, September 11, 2019, 10:31 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,inc. Air Mechanicalinc, Ham Lake.MN 55304 Page 8 System 1 Room Load Summary ---Zone 1--- 1 Lower Level 1,378 16,570 239 3-6 477 6,001 1,482 281 281 2 Main Level 1,378 25,065 361 7-6 487 14,283 2,854 669 669 3 Upper Level 1,890 32,792 473 6-7 375 12,836 2,360 _601 _ 601 Ventilation 8,821 1,419 2,344 Humidification 5,728 _ System 1 total 4,646 88,976 1,073 _ 34,539 9,040 1,552 1,552 System 1 Main Trunk Size: 14x18 in. Velocity: 887 ft./min Loss per 100 ft.: 0.095 in.wg F F , S R i 1 , �' E ,#� 4s L, -k#f 44 k . ��� 4, �'s6 5 ��' � $ �.r�' i,xf�'� '�R� vL% .' -..��. ,'� `A4�aw, .'E�P'k"'' x +°e7:;1W4::`. {,; ,� fA?*. '+M, ' t, ;�- r Y:y Net Required: 3.63 79%/21% 34,539 9,040 43,579 Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh R:\...\3780 Wescott Cir.rh9 Wednesday, September 11, 2019, 10:31 AM JIdiCriuniri I kr ->r,n""r"w"wme D ►N Ventilation, Makeup and Combustion Air HEATING,0001ING PLUMBING `Creating Custom Comfort"Since 1915 Calculations Submittal Form For New 16411 ABERDEEN ST NE,HAM LAKE,MN 55304 Dwe I I i n g s Site address 3780 Wescott Cir Date 7/23/19 Contractor McDonald Construction Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including basement— 4646 Total required ventilation 190 finished or unfinished) Number of bedrooms 5 Continuous ventilation 95 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 _ 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 11-1 (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) Ellalanced,HRV(Heat Recovery Ventilator)or ERV(Energy laxhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must not exceed continuous venti-lation rating by more than 100%. Low cfm: midata 117 High cfm: 192 Continuous fan rating in cfm(capacity must not exceed p 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 190S 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 Section E Make-up air El Passive (determined from calculations from Table 501.3.1) 0 Powered(determined from calculations from Table 501.3.1) Q 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 ' a)pressure factor(cfm/sf) 0.15 0.09 0.06 0.03 b)conditioned floor area(sf) 4646 (including unfinished basements) Estimated House Infiltration(cfm): 696 [1a x 1b] 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) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically(not applicable 240 if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); 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); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 696 above) Makeup Air Quantity(cfm); -321 [3a—3b](if value is negative,no 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 0 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 0 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 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: raft Hood EFan Assisted ✓direct Vent Input: 100000 Btu/hr or Power Vent Water Heater: raft Hood Q✓ Fan Assisted Iirect Vent Input: 55000 Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.The CAS indudes all spaces connected to one another by code compliant openings. CAS volume: 1440 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 El 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=1440 /4125 =.34 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1 - •34 =.66 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) m i n Opening Combustion Air Ope ng o 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.66 =12 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 Minimum CAOA= 3.9 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 f IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 . 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 _ 1,688 4,725 2,363 50,000 2,500 _3,750 _ 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 _ 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 _ 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 _4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 _ 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 _ 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 _ 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 _ 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. 6 EAGAN City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Willow Ridge Lot Number 12 Block Number 1 Address 3780 Wescott Circle Builder McDonald Construction Phone Number: 612-257-6100 Contact: Misty Olson 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 Trees: X Not Required As Follows: Per Mitigation Plan : One(1) Category A tree; One(1) 4" caliper Northwood Red Maple tree in front yard (to be installed following completion of construction). Attachments: X _ No (Refer to attacbe�-dqF Rt�far ESTRY DIVISION REVIEWED Additional Notes: 4ff. **Tree Protection Fencing Installed on Site NeedjYo be replaced &reset prior to construction //�� rripplM Scoot/esteH:\aschnaible\2019fiIe\treep s\ ANEion Plan Willo49 ?t*A f I % N89°26'06"E 122.91 s �� . �Q11 .dl14Q I I o O 1011 I 6 m r- 9041 -J •tlMCTQIt •S00.7_1A ggppgg, 7 h socl0 t4Bal marker (908.4- .... sols >9:2.22) `( , ;L. ss. .r-gl , G4 I in '(DIY 9a./ -.11-ear ---Yea..C�>9iL_- IiHald up grad/to 5 jr� y >� maintain surto*, llmi x s0ss M gil, �+7s� lm ` g/29. e x 107 g,t" 7'� s x was b9191,1096 y tam sn.7 0 [�� � 4 / s0xix I 0 ��`'� o-.DD ✓ i \\•• Z \ 0 MG " _ J •\ g �I lay s €.24 100.7 �1 - YeW.1 I . Ie07' rp7J vl a - 000.4 7, II 11,117 //yam / 0010 \e-e'*J 11 \ !Q o / e sots 11 • O �vIV' 1° \ Y 100.4 1 llNVy// /O , v .`o c a Yem.O\\ I 9.83 �.$pem ii/�S oras x�,t Y 4 �2 I° 41 -a el \ h 111P: a- l o is h, w10L2 d' e02e L \ ;ix" 4�A 1 I Y p 907.8)e 15 115p. ��0 4.,IP 8 9a.3 ‘` i __ A 1 f 7 n Y 018- sou 4 xlo4 % WA O x sera x 9079 m 7a np�, / Y16ST 58.2 /�° 907.3 0'°' - ,1 30 5I C29.83 ['•F>«i�/ �z x s 1 _ 3- _ _ a T_ ) 9041 I"w di' ..1029 --;• `J WS7 ggpp�ggpp . _ *' 905.1) iL 9009 Belnehmark Sallied 0'71: 0640 I 11X-9 eo4,0 s Militia,* 906'4 004.4 Ben mark Bituminous x Driveway I N89°26'06-E 129.16 T/ T Edge of wetland per grading plan ......-••*"."- WETLAND '"."--•-••� -/ �. TDenote*eel poet Lot area=10398 SF • Neat=tan pipe House area=2194 SF Lowest floor devotion per grading plan:903.7 Porch areas=227 SF 48P Denotes ureic. Patio area-68 SF(under deck) ® Denion Denotes television boo Sidewalk area=44 SF ttaumr Nwwtt004 (pallpo.eal/As-neat Driveway area=1000 SF 111 Donates electric boo Total Impervious Area=3533 SF ® Denoteslaiepllwle boo Lowest Floor Elevation ;(003.7) knpa Aous Coverage=34,0% x 000.00 Denotes existing elevation Top Of Foundation Elev. :(912.4) / (000.00) Denotes predated aieveltan Garage Slab Elev.0 Door:(970.9) / Balding Area=2421 SF Dente.&sIooge low direction Building Coverage=23.4% A Dentes spew Denotes proposed retaining wail designed and butt by ethers. eeeseeeesaa Dentes retaining moll declared and built by others. Canstolction Notes. 1.Install rock construction entrance. 0' 10' 20' 2.Sidewalks kst fence as neededafor house control. mini 3.Sidewalks shall drain away from house a minimum of 1.09. 4.Contractor must verify driveway design. 5.Contractor must verify service devotion prior to construction. Seale: 1' = 20' 6.Add or remove foundation ledge as required. General Notes: Belclimar4 1.Grading pion by Alliont last dated 6/22/16 was used to determine proposed We hereby certify to McDonald Construction Inc that this survey, Top Nut 12 BlO t devotions shown herein. plan or report was prepared by me or under my direct supervision, Lob 71-12 Block 1 2.Thu survey does not purport to show improvements or encroachments, and that I am o duly licensed Land Surveyor under the lows of the Devotion910.13 except os shown,as surveyed by me or under my direct supervision. State of Minnesota,doted 07/23/19. 3.Proposed building dimensions shown ore for haizontd location of structures on the lot only.Contact builder prior to construction for approved construction ...A:aa��pppp Mer pions. Siryled• /�I aeMg,P.A. 001 wke{r��[/.yy 1.)0 -issidsM e 4.No pacific soils investigation has been performed on this lot by the surveyor. The suitability of sols to support the specific house proposed is not the BY: responsibility of the surveys. Peter J.Ha neon, ro lean Lend Surveyor 5.This certificate does not purport to show easements other than those shown Minnesota License No. 42299 emus-phawkblsonepioneereng.com on the recorded plat. 6.Bearings shown are based on an assumed datum. Lot 12, Block 1, PI NEER PA WILLOW RIDGE AT WESCOTT aCertificate of Survey for: elsc.el wwmelrse 1.410112,V1140 uaW41.101ew according to the recorded plat thereof McDonald Construction Inc 2422 Mosotho Drive Pd:(631)681-1014 Dakota County, Minnesota Meadow Height..TIN 35120 Pas:(651)681-9466 7601 1456 St ww.pmlewesg.c.a Address: 3780 Wescott Circle. Eagan, Minnesota Apple VaOey,MN 55124-7599 Mouse Model: Custom Elevation: Three:(952)432-7601/Fez:(952)432-1368 ,kProjed 6:117016007'Folder 8:80561nnes by.MINA Buyer: Osborn ^ --' fa K%.lrrr%min.rine 1 . •1 I I I TREE PRESERVATION PLAN REVIEW—INDIVIDUAL LOT AfG N Date Building Permit Application Received ii q 11 9 Development hornet., gi-tiett Lot /2 - Block Site Address 3 5(30 iUe&Lv (c & Builder mL+ ,/d eiti.t% f Contact , 4i's t 6/Se4-L Telephone 6/2- 2.57.- 6/OD E-mail Seh2Altehm dACAO•tA.a[-.vis fre,l�!-ibn.CB, Property/Lot Owner Name Telephone — E-mail Office Plan Review–Date 8/2.0/l' Notes -r-et /'kr 'h et Ho h = co& _( I� c (') 4" ca L`p 100- ed ,,1 c, Lt _ ` a L •r A a - •L 1�0.y�_ 6ec41 .• - • -e - — .LaL • lam . , i ,MO-4214 Tree Preservation Data Original Plan Revised Plan Total Significant Woodland Area sq.ft sq.ft Total Significant Trees Woodland To Be Removed sq.ft sq.ft Trees To Be Removed Allowable Woodland Removal (20%) sq.ft sq.ft Allowable Tree Removal(20%) Required Mitigation YES (or) NO Calculated Mitigation Amounts Original Plan- Category A Category B Category C Revised Plan- Category A Category B Category C Site Inspection—Date 9124111 Notes ® fiau-St 51 kd IY_ • - = - U c - _ ilr tio G:\GHOVE\Tree Preservation Plan Review-Individual Lot.docx . 6�SPR e- �\ �' `. .. 1 ` � ,� !rte >.♦ , fy ♦ r E t \ .�i.::tr::::: -1 PTrrt t \� c" „ tom_ : 1 r:#::; : ;}+' <:::::: a I ::may:::::_::•':..;.::: _:..1 t sd�} a ' �.::{::yam:.:\ .-,...-:.:::::.:.•::::::::::--4 r `--yr \ / 'moi al::''.. -� ... {::- �:-::��:..: .::r.::: •iii IFAS --.-s-- ::•r. • ... l�_` oe::�.. • 1-:-:-:"a1 I 4r :::. " �::::. ::.N.... ..... -410 2—BSM --i it : _:,_. . 1-- - - - r -, �.'� it.. - -- 2568-, r-2�65 vlr456 Nij............ 41$4,i+ \ <.'::•'": •-. di� 25 3 { */ I err It 4fAVW I •t I \ /. r: 1 i_I---__-Matteeld4-211L-12t....,. _.f• ............ _..:. ..-':;.:-:::-1.:::.:.25! �� ,v4L-- ,44.- -}vi.._ _wL,_, ........ .... . , ... ...• ............... . .., ..... . .--.-•--:-:-::.-..;) ,.....:._... .. -..,:: -...... ..-...•• •.. _._..... / :7,. ..... ......t.:..: . . ,..„. „ :•.:.:•::.:.:.:.:,. ........: _....„.._.„ f _..,._ 42 it-:.:E1:.::'• : . rilil ilk , J, I� 1::” r :. .::r �—rte......................a . 2550 t;':::":g-'_ +r:::.: :,t : SII' .rAt . \** . ... .. , x WETLAND 1 �. ... t ;1,,.. 1 Iiii .--.: •.•••••-.- .•.-•::•:-:-2itt"--: -4- ----:-::::--:--. ::::::A.-1---% 1: rrt:"%r::r ::�::' .: - "� 'rrrirr"::"r :l"ry:::::r r :r. :.:- .:-e.-Yr.i.r :::::.::":: :.: 1 : ::.-- G i v .:%,ii .X.: r4111 - • 14E01)\: ...2 „..:...,...... \. 11WY �,r i _ 1. — !-......... :._... �" ":._:::::.:::: .::"::"1 1 ..:':;'::::::':::':;'::"::::"::: ♦\ 14938_.es :..- ................... .. .. ........... LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: Lot 12, Block 1, Willow Ridge at Wescott DATE OF SURVEY: 07/23/19 LATEST REVISION: a, 0) V a z a DOCUMENT STANDARDS O El ❑ • Registered Land Surveyor signature and company O 0 0 • Building Permit Applicant El 0 ❑ • Legal description O 0 0 • Address El El 0 • North arrow and scale O ❑ ❑ • House type(rambler,walkout,split w/o,split entry,lookout,etc.) 0 0 El • Directional drainage arrows with slope/gradient% El 0 0 • Proposed/existing sewer and water services&invert elevation El El 0 • Street name O El 0 • Driveway(grade&width-in RNV and back of curb,22'max.) 0 0 0 • Lot Square Footage O 0 0 • Lot Coverage ELEVATIONS Existing 0 0 ❑ • Property corners El El El • Top of curb at the driveway and property line extensions El 0 • Elevations of any existing adjacent homes El 0 El • Adequate footing depth of structures due to adjacent utility trenches El 0 El • Waterways(pond,stream, etc.) Proposed, El ❑ ❑ • Garage floor El El El • Basement floor O El 0 • Lowest exposed elevation(walkout/window) El El ❑ • Property corners O 0 El • Front and rear of home at the foundation No • PRV Required PONDING AREA(if applicable) ❑ 0 El • Easement line ❑ 0 ❑ • NWL 0 ❑ • HWL ❑ 0 ❑ • Pond#designation ❑ 0 El • Emergency Overflow Elevation El El ❑ • Pond/Wetland buffer delineation No • Shoreland Zoning Overlay District =MI • Conservation Easements DIMENSIONS E l ❑ ❑ • Lot lines/Bearings&dimensions O ❑❑ ❑❑ • 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) E l El El • Show all easements of record and any City utilities within those easements El ❑ 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures El 0 0 • Retaining wall requirements: Reviewed By: Dave Westermayer Date 8-29-19 G:/1 Engineering/Forms/Cert.of Survey Checklist Fillable 6-28-19 l 3:1 Maximum slopes or c ' ' .fining Will WIR Be Required _-J N89°26'06"E 122.91 S 0� NIRO e NoS0 Sodded I I 0 PERIM Ocis 903.1 e- N goj! 909.1 If 'I d 903.7 903.41 7 '11.6 Benchmark (903.4) f x 903.2 S 908.37 90.905.3 x903.Benchmark�(908.4 ll \ __._ `� 9oa. p \ 903.2 (902.2) If tot ♦ i//' 902.2 , ' 904.6 nt � 904 = �� X 909.9 !-_O 1 O I 1 O 1�`"\ in r� � 051- X 9i�4.71297 �°° IIHdd up grade to 7 5 M X 905.6 ro 4 O 99 s 901.2 maintain surface (9os.J a 00 28.50 x sol 0 11.50', x 903.8 drainage away from O �� 909. �r / N 6 house. I 906.7 O 903.1 x �0 909 6.00 KY 0 Z .,�-" _ X 908.6 C 1908.0 1 N 907.9 f� 905.6 907.7�t.� p, (C;(- S ^908.7 p I r X 904.1 N '05.4 906.4 I °907'8 XMXT \0� r+.0 908 O 90'x.8 �� % ��/� soJ.s ��.9 \ 'O rya 1 1 N X .1' , a 'O v 907.• 10 \ ; X 908.4 � ! N 17/O 116 904.3 ^ 904.0 12 O a N 7 x 907.9\ 009.31 / y y 3 1 6 n x 90..4 I o •07. \ is/9.83 000,0 1y90 a 00 1 903.5 X nj ' w= \ 908 2 O= to i N O Mi 906.8 x 808.2 oa ^ a_ O 6• O 902.8 E I, X r S. O I 03.4 v IO ;9734 1 L X05. s(907.8)* C7 X 903.tn 1 v 1 X 90 . 903.J 9051 90 •908.3 C \ 907.8 \ 1 �� I 807.8 a o ; `� 902.6 904. I ° •03.4 X I 907.8 00 ��� 908.3 \ x 907.5 � XNX so `- r 1.67 03 902.9°498 - 9 soxa.07.8 ,r 11.31 �' - 907.3 O�-A� X 907.5\` 907. X [D .07.3 - --yr§g r 56.2 •0.0 N 10 t v- 10.5 ci 29,83 deck $ 5 x e.9 O 0 •905.9 1 30.5 4/905.5 / 902.3 05.3 , / 1 J- ��I N Imo` 906 906.1 •O8. [� Li/ t0 - _ �� ..902.6 .: 1< . '•,•9 905.7 - x .a 902.2 (905.1) 901.9 (901.6 901.62 Sodded ( i (A 0901.0 Benchmark 901.4 904.0 904.9 905.4 :9°5.3°) •03.9 905.13 x X- 904.4 -• 904.4 B I 9050 enchmark L Bituminous Driveway N89°26'OS"E 129.16 i T Edge of wetland �.-'' per grading plan • S 1E\,4/ED -- ______ By A ��..1n�s=� /�-� WETLAND ��,� Date % f;,." APR 10 2020 3780 Wescott Cir Permit#158173 From:James Buzzell<jbuzzell@goliathtechpiles.com> Date:Thu,Apr 9,2020 at 11:45 AM Subject: Re: To: Lisa Vieau<Ivieau@goliathtechmn.com> With the low deployment,small loads and some of the beam being directly over the rod, I am 100% confident there will be no issues. If you like, I can have our structure engineer run it thru simulation. If the edge of the posts were on the other side of the threaded rod, it would be a different story. On Apr 9,2020, at 12:39 PM, Lisa Vieau<IvieauC«@goliathtechmn.com>wrote: Yep,these two were fora 4 X 4 landing and I figured 500# Lisa LISA VIEAU I DIRECTOR OF SALES MN CERTIFIED BUILDING OFFICIAL Ivieau@goliathtechmn.com Main: 612.605.3233 Mobile: 612.444.3375 Web:goliathtechmn.com On Thu,Apr 9, 2020 at 11:23 AM James Buzzell<ibuzzell(a@goliathtechpiles.com>wrote: Hi Lisa, When the offset pile heads are used,the compression capacity is nearly the same as an non-offset as long as the proper size post/beam is used with the matching head( u-bracket or flat plate).This keeps the beam "centred"within the head and translates the forces straight to the threaded.When the beams are "misused"with a larger head,then a true leverage situation happens and it bends the threaded rod over.All this is compounded when the rod is at full deployment. Do you have an idea of the loads in these pics? On April 9, 2020, at 11:03 AM, Lisa Vieau<Ivieau@goliathtechmn.com>wrote: James: Not sure if you are the one to talk with but I have a technical question on the pile caps. Review the picture and tell me if there is a tolerance with bearing. Obviously,the post should be seated in the pile cap for code compliance and full bearing requirements if this is not clear, please call me at the office. 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I 1 I I "'VIVO kg°:r Nef0i1Pr"g$2111$ill g 1 ' I I 1 ! co , i•• tit . .,It S: "', 0 it"' 1 t i i ! ,12' ) , I : 1 ' , 1rtit.i.4.r t'i ,! i,. L.,, I! 4 ,,: 1i-,'L4i' ii :1 ,::,, 1110§0111 Mgt 161111011t1 0114$15140 ILI. ;-•• 2 2 2. P. 2 2 2 2 2. . 1 i ' I ' 1 ; • LI ,'•:i H i ii4 ' iii ' f .: 'ilt, 4 I_!I.„ ! 1 .. ...., RECEIVED BRAUN MAY 05 2020 I NTE BTEC Letter of Transmittal 1 The Science You Build On. Client: Bohn Well Drilling Company Project No: B1913368 Project: House Lot- 3780 Wescott Circle Date: April 20,2020 Braun intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Charlie Bohn Phone: (612)919-1542 Bohn Well Drilling Company Email: charlie@bohnwell.com 18190 Dairy Lane Jordan MN 55 52 Re: 3780 Wescott Circle, Eagan, MN 55123 Documents Sent Comments Daily Reports Daily Field Note dated 2/27/20 Density Tests Tests 1-2 Proctor Tests P-01 Copy List Brandi Weckman, Bohn Well Drilling Company Steve Jacobsen, McDonald Construction, Inc. 3780 Qr/ir.SG67t C 7r111/417 - /,61./73 Contact Information: Sent By: Sarah Madsen Email: smadsen@braunintertec.com Phone: (952)995-2272 Rev:05/05/2014 Providing engineering and environmental solutions since 1957 - BRAUN Daily Field Notes INTERTEC The Science You Build On. 11001 Hampshire Avenue S Client: Project: Minneapolis,MN 55438 Phone:952-995-2000 Bohn Well Drilling Company B1913368 16972 Brandtjen Farm Drive House Lot-3780 Wescott Circle Lakeville,MN 55044 3780 Wescott Circle Eagan,MN 55123 Activity Date:02/27/2020 PM:Joe Westphal Report Number: 1 Temperature: 30 Technician: Sukowatey,Daniel Weather: Sunny Services Performed: Soil Density Testing/Proctor Pickup Density Testing Method: Nuclear-ASTM D6938 Areas Tested: Other Number of tests performed:2 Number of tests that met density requirements:2 Number of tests that did not meet density requirements: Number of tests with results pending: Fill source: On-Site Type and source of imported fill: Contractor notified of test results:Yes Name of person notified: Matt with McDonald Remarks/Comments Were all scheduled activities completed: Yes Were there any delays affecting our activities: No Report emailed to client or contractor: No General Comments: Observed in-place aggregate backfill for Footings at bulkhead step in Basement at NE Corner of House.Contractor placed course aggregate on interior portion,and placed fine aggregate(poorly graded sand)on exterior portion,per conversation with Joe Westphal, PE at Braun Intertec.Used visual observations to determine adequacy of aggregate backfill on interior portion.Performed nuclear density testing on exterior portion.Based on visual observations,aggregate backfill appears adequate for proposed design loads. Daniel Sukowatey Page 1 of 1 B1i;AUN Field Compaction Client Project INTERTEC Report Bohn Well Drilling Company B1913368 TMa .�.aaaoa 18190 Dairy Lane House Lot-3780 Wescott Circle Report Date:4/17/2020 11001 Hampshire Avenue S Test Method:ASTM D6938 Jordan,MN 55352 3780 Wescott Circle Minneapolis,MN 55438 Phone:962-995-2005Eagan,MN 55123 Teat Result* Retest Test Soil Optimum MaximuM Place In Place Probe Test I Date Proctor ID Method CI Dr Density Moisture Dry Density Depth Percent Min Comp. Classification (%) (P ) (%) IpcI) (In) Compaction (%) Remark — 1 2/27/20 P-01-std SP 18.4 115.3 3.3 116.1 12 101 95 A 2 2127/20 P-01-std SP 16.4 115.3 2.8 112.0 12 97 95 A Test Information Gauge Test I Test Location Elevation Reference Make/Model!SN/Calibrated Field Technician 1 Structural Fill:Footing Backfill:10'W of NE Corner of House. 906.0 _ Troxler/3430/33414/ Sukowatey,Daniel 2 Structural Fill:Footing Backfill:5'W of NE Corner of House. 905.0 _ Troxler/3430/33414! Sukowatey,Daniel Remarks Comments A:Test results comply with specifications Tests are"Direct Transmission'(Method A)unless probe depth is noted as "Badrecatter".Gauge calibration data on file with the testing agency. Joe Westphal 04/17/2020 Page 1 of 1 • BRAUN Standard Proctor M-D INTERTEC Relationship The Science You 6WM On. ASTM D698 11001 Hampshire Avenue S Client: Project: Minneapolis,MN 55438 Phone:952-995-2000 Bohn Weil Drilling Company 81913368 16972 Brandtjen Farm Drive House Lot-3780 Wescott Circle Lakeville,MN 55044 3780 Wescott Circle Eagan,MN 55123 Sample Information Sample Number: 295701 Sampled By: Sukowatey,Daniel Sample Date: 02/27/2020 Received Date: 02/28/2020 Lab: 11001 Hampshire Ave S,Bloomington,MN Tested Date: 02/28/2020 Tested By: Dhanraj,Tasho Laboratory Data Proctor ID: P-01-std Maximum Dry Density(pcf): 115.3 Optimum Moisture(%): 16.4 '-5 Method: Method A Preparation Method: Moist 14 Rammer Type: Manual Round Specific Gravity: 2.75 Specific Gravity Source: Assumed -.z Passes#200(%): 1.7 Retained#200(%): 98.3 Retained On 3/4(%): 0 Retained On 3/8(%): 3 Retained On#4(%): 5 Passing#4(%): 95 --o 109 108 107 12 10 14 16 16 17 18 19 20 21 22 Classification: SP Poorly graded sand,fine grained,brown General Remarks: The%passing the#200 is for informational purposes only. • Page 1 of 1 MAY 0 6 ZP?Q From: Nick Hanson<nick.hansonPhansongroupmn.com> Sent:Wednesday,April 22,2020 9:54 AM To:stevej@mcdonaldconstruction.com Subject: Re: FW: osborn floor truss repair for missed cantilever wig c /if Zr ,%r /6""r73 Steve, Here is what we came up with. 1.All shear walls need to have the plywood/osb nailing patterns shown on details 2/S2,3/S2, and 4/52. The nailing pattern is 8d nails @ 4" o.c. @ panel edges and 12" o.c. @ interior supports. If this was not done and you cannot do this because of siding then we would recommend plywood/osb on the interior. 2.All braced walls are to have 1.75" 16 gauge staples at 3"/6" o.c. spacing. If a 4"/8" spacing was used then you can fasten the gypsum board interior sheathing at these locations at 4"o.c. spacing w/5d cooler nails or type 5/W wallboard screws w/5/8" penetration. 3.At shear walls that are on the side lookout walls now you can use the detail below. 4. The optional cantilever detail provided by the truss engineer is acceptable at the front shear wall. We would recommend using the holdown noted in the detail still. Please let me know if you have any further questions. Thank you Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612)708-3572 www.hansonqroupmn.com / / /1 / / /I II I I I f -= ..4w:op. :--ArCe r-t*ae &CSCP s• .. •_ _•7 :a'IwCt JC Peep [............,/..... 4 _&dr:C#, W.'',00CL:Citi+: &4c*CT IPA C .t /7-- Iwo zokr..2 r.-w x ... "ip i : ..0,o :sir:c*. -1 or`, mr. Z t`i * ,r`t•Cw 4 i q A • FRAMING DETAIL -c,.::-. ,• Cc,'-1. „A-12e -31P Wilse--67) e•/-23 stevej@mcdonaldconstruction.com From: Nick Hanson <nick.hanson@hansongroupmn.com> Sent: Friday, May 22, 2020 12:05 PM RECEIVED To: stevej@mcdonaldconstruction.com MAY 2 8 2020 Subject: Re:Osborn brace wall orizontal blocking of joints is not required if the sheets are installed horizontal. all blocking(if required)needs to be if . -pth material and not p ywoo s. Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612)708-3572 www.hansoncroupmn.com 3407 Kilmer Lane North Suite#4 Plymouth, MN 55441 On 5/22/2020 12:56 PM,stevei@mcdonaldconstruction.com wrote: Below you said we could screw the drywall 4"O.0 do we have to block the joints.The drywall is hung and taped If we have to block can we cut out 2 inches of the seam and slip a 4 inch wide piece of plywood in From: Nick Hanson<nick.hanson@hansongroupmn.com> Sent:Wednesday,April 22,2020 9:54 AM To:stevei@mcdonaldconstruction.com Subject: Re: FW:osborn floor truss repair for missed cantilever Steve, Here is what we came up with. 1.All shear walls need to have the plywood/osb nailing patterns shown on details 2/S2,3/S2,and 4/S2. The nailing pattern is 8d nails @ 4"o.c. @ panel edges and 12"o.c. @ interior supports. If this was not done and you cannot do this because of siding then we would recommend plywood/osb on the interior. 2.All braced walls are to have 1.75" 16 gauge staples at 3"/6"o.c.spacing. If a 4"/8"spacing was used then you can fasten the gypsum board interior sheathing at these locations at 4"o.c. spacing w/5d cooler nails or type S/W wallboard screws w/5/8" penetration. 3.At shear walls that are on the side lookout walls now you can use the detail below. 1 /5 / 73 RECEIVED MAY 282010 1 .�lSLili WV=STIl Q NEM 6 EN,�- Ermrt.7,,T]aS'';',LTRA' ..dl) .y I .___}—'1�58k fRTS IQ COMtAIGeOI�MR!!6____. ID[IX!L!'Qt}tg✓ OxC'lDb Gf fl B@kHD W/R}/LIDk '—' FRAMING DETAIL 4. The optional cantilever detail provided by the truss engineer is acceptable at the front shear wall. We would recommend using the holdown noted in the detail still. Please let me know if you have any further questions. Thank you Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612) 708-3572 oupmn.com 3407 Kilmer Lane North Suite#4 Plymouth, MN 55441 On 4/19/2020 3:58 PM, tevej@mcdonaldconstruction.com wrote: The inspector came to check interior brace wall and told us they do not check exterior brace wall or shear walls at the framing inspection. We need some re-engineering on the shear walls .The drywall is hung and the sider has started. See attached truss repair this applies to 4/S2. The floor trusses were not built with a cantilever. We used 2x10's to create the cantilever Then 2/S2 and 3/S2 do not have foundation under them. We would need 12 foot long bolts for the HTTS'S to be anchored to concrete. Need your Help ASAP 2 stevej@mcdonaldconstruction.com From: Nick Hanson <nick.hanson@hansongroupmn.com> RE c E t V ED Sent: Tuesday, May 12, 2020 8:19 AM To: stevej@mcdonaldconstruction.com MAY 2 8 2020 Subject: Re: 3780 Wescott front cantilever PJ. 41/t''44 J. V73 C/l& If you attached the plywood directly to the truss per detail 4/S2 then you will meet our intent. ....„, / REFER TOA8C1IEDETAIL FOR ~,, ,,,-. ADD'L SHEARWALL INFO. 7 f / SIMPSON MSTC4O STRAP INTO--- ., M iTRUSSBLOCK*IG& DOUBLE STUDS I 12"MIN. kill PROVO USSE I BLOCKING AS REOD m•r am arixam.orme . ..ormisr� � .rra .m TRUSS i It ' i 1/.. / A BOTTO FP, 4401 I TRUSS NEAREST lof I / , SHEAR WA LL STRAP l LOCATIONS '�'�'!i PROVO I an BETWE SEE PLAN -----V' REQ.() k SIMPSON DTT2Z H?LpOWN ANC NOR*'X~©x 12' LONG 4 SIMPSON TITENHDSCRLN-IN ANCHOR NEAREST TRUSS STRAP LCC ATK NS i \ I - 4 \ FOUNDATPON WALL BELOW--1 # Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612) 708-3572 ,wv hansongrot:;•..,,. 1 3407 Kilmer Lane North Suite#4 Plymouth, MN 55441 On 5/7/2020 7:51 PM, stevej@mcdonaldconstruction.com wrote: 1 t Ab r w III .. \1 r w; y � 4s �� i� -f� � ®�, -- � . s, � 4 m* �( � `�