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3785 Lakeside Ct EAGAN ,CEI � For Office Use 77, �y���� 4/9/ ' ; P MAY 2 5 Z°18 Permit#: 'y C Permit Fee: g9f Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: ge/ buildinginspectionsacityofeagan.com L 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: 'Z1K L4 SG Unit#: Name: Phone: Resident/ L6-COwner Address/City/Zip: .51 C.+ Applicant is: Owner Contractor Type of Work Description of work: /€ Construction Cost: 2. 1 dD O•° Multi-Family Building: (Yes /No ) Company: 5t✓ t,7i( % rt%9Yt/liILQG" Contact: '1,-- ,/,41/952-1vbi! ) Contractor Address: 5790 ii4 e 4h 4. wee G_ ‘7pz) City: (FC( ,.G State: /11/1/Zip: 53-3 )Z Phone: 61Z--V Q14maii: 56)11 fkcaf-, a t46irt. i r/ License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: ._ . _ . I_ .. . . ..,I.. .. ._.. COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-•ublic if •u•rovide s.ecific reasons that would •erroit the Ci to 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.citvofeacian.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.aooherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of pla . x // .. Applicant's Printed Name App'cants Signature . DO NOT WRITE BELOW THIS LINE ' Sic C /(7' 9 SUB TYPES Foundation Fireplace Porch(3-Season) Exterior Alteration(Single Family) Single Family Garage Porch (4-Season) _ Exterior Alteration (Multi) Multi _ Deck _ Porch(Screen/Gazebo/Pergola) x 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 1 Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation L if 0(.90 Occupancy 4, MCES System Plan Review Code Edition &A A1. SAC Units (25%_ 100% ,) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS 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 &Water Final Pool:_Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: _Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows Sheathing Retaining Wall: 1,, Footings Backfill '4‘1. Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: 'cl„) , Building Inspector RESIDENTIAL FEES Base Fee Surcharge , ,.F AV Plan Review 01" MCES SAC City SAC Utility Connection Charge S&W Permit& Surchargele, I 0 0° Treatment Plant Copies TOTAL Page 2 of 3 ? � For Office Use , , /i log , i\rCo�-�Ii/ f �j , ,,, Permit#: / .) / S , ,,, E AGA 24 ........... M. 20 19 i1 X1.59 Permit Fee: /� �7 J 6/1 '5gs3 5;��47 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 D 1,00 Date Received: (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 T f'- �S�S p 0 Staff: buildinginspectionsCa�citvofeacian.com M G ti, ,—9 J 2019 RESIDENTIAL BUILDING PERMIT APPLICATION / Date: 5/21/2019 site Address: 3785 Lakeside Court Unit#: flO Name: Norton Homes, LLC Phone: 763-559-2991 Resident/ 18215 45th Ave N Ste D Owner Address/City/Zip: I__ 'I Applicant is: ✓ Owner ✓ Contractor f �� l� S'`�C c� Y �`� 'Q Type of Work Description of work: New Construction 2 Story Construction Cost: 475,000 Multi-Family Building: (Yes /No ✓ ) Company: Norton Homes, LLC Contact: Pat Hiller Contractor Address: 18215 45th Ave N Ste D City: Plymouth State: MN Zip: 55446 Phone: 763-559 29� Email: path@nortonhomes.com License#: BC639221 Lead Certificate#: 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 ✓ No If yes, date and address of master plan: Licensed Plumber: Larson Plumbing & Heating Phone: 763-427-7680 Mechanical Contractor: Larson Plumbing & Heating Phone: 763-427-7680 Sewer&Water Contractor: DSM Excavating Company Inc Phone: 651-480-1355 Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaqan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plan X Patrick Hiller x II all.- Applicant's Printed Name Applicant's q;;'•:•-- 37 g-c (Js;,L& Cl— /cc 53 DO NOT WRITE BELOW THIS LINE 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 11 0) 569-7 1 Occupancy a C— 1 MCES System Plan Review Code Edition /n n 2 o I S SAC Units (25%_ 100% Y) Zoning ' - —1 S City Water Census Code Stories 7- Booster Pump #of Units Square Feet 131/ PRV #of Buildings Length qr Fire Suppression Required Type of Construction 1'3 Width '9 2'6 REQUIRED INSPECTIONS `(D Footings (New Building) Meter Size: `ciO Footings (Deck) )0 Final I C.O. Required Footings (Addition) Final I No C.O. Required \to Foundation X Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood t.- Roof: p Ice &Water X Final Pool:_Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: p Rough In ?-Air Test / Final Siding:_Stucco Lath >6 Stone Lath _Brick_EFIS )a Insulation Windows Sheathing Retaining Wall:_Footings_ Backfill_Final Sheetrock ' Radon Control Fire Walls Fire Suppression: _Rough In_Final WD Braced Walls 6--/-0R T-(`S> Erosion Control Shower Pan Other: Reviewed By: %0 ✓I't ✓9i / , Building Inspector : .. —Pia h n e ) RESIDENTIAL FEES 13 PSemeo 1- i','n ; S hcci /o SO • Gt (OS. -)3) Base Fee v✓I I=,\7);s 0 A 3 y/ 5 ,/• 06 .5-0) Surcharge Irfi' FYvoR I L12 7 5 3 . /7`, (4 S- 7,') Plan Review 61912-144' e /0 74/ f9, leT ( ((ryi) MCES SAC ne064 ST vor /1/7 S f .`1 (5D-oo� City SAC 0 ec 1 57-,#)/Z 2 9 O 59 . f r ( /c, o© Utility Connection Charge 7 ''7 r)o',Z /jo ' .59 . , -. (moi S•73-) S&W Permit& Surcharge Treatment Plant Radio Meter Read Copies TOTAL Page 2 of 3 i New Construction Energy Code Compliance Crtlfjcate Par N1101.8 Building Certificate.A building carlifaals shell be pposted in a permanently visible Date allots Posted location Imide the building.The certificate shall be aompislod by the builder end shall Hat Information end values of eM Meted In Taws N1101.8. Milling Addra.of .Dwelling ori Dwelling Unit .6-1-.6,s city olor '61 C�rt.. Co.)l !' �a�0.w Nama of aold.nuai Confreolor /N V r1,N `,o S MN Wens,NunW.r THERMAL E1NVELOPE Z. `� ��'�'� RADON SYSTEM If �/ 'S Type:Check All That Apply Passive Qo Fan) House area ( � "/� Sq. Ft. 8 Active(With fan end manometer i.. f other system monitoringdevice 11 Number of bedrooms 5 § m i 1 8 ac r; il Insulation Location 1 f ii $ Below Entire Slab Other Please Describe Here Foundation Wall 45 . p-ia f`,f �,,s.p01� oro leadapororUl.otd Perimeter of Slab on Grade * k Rim Joist(Foundation) A-a0 at .1Laoatlo or. Looe II Malar LON*• r.6.2 •Wall 1 Ceiling,that' d Ceiling,vaulted _ - Bay Windows or cantilevered areas 03 K I Bonus room over garage Describe other Insulated areas Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average u-Feotor xc/adea skylights end one door)U: l , 1Not a}�PIloable,all ducts located In conditioned space Solar Hest Gain t(SHGc); ,„..0R-value MECHANICAL SYSTEMS Make-up Alr Select a type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type WM- C!_-1 / I�,tR�i` �LX.(it El Passive Manufacturer t) �4 a..Wet, Irak tzrtA, I. ❑ �7 AA,,/(�������� Powered Model n�O �(6 FV'YNJ �� ❑ Descri eedwitha>dlauetdevlce. Rating or Size BTUs: ca In ❑ Other,dexo : �l�,pm@ Gallons: I �®O row m m �VgMi$ Had Loss: Heat Gair Location of duct or system: . Structure's CalculatedAFue or 711----"7C3 5©16$ f�1 H8PF96 SEER: r3 Saes' Efficiency %%"ydad cooling load: I Z•65 Cfm'e Mechanical Ventilation System ® "round duct OR Describe any additional or combined heating or cooling systems If Installed:(e.g.two furnaces or air source "motel duct heat pwnp with gas back-up turns e); Combustion Air Sabot a Type 44„,i4,..0%me S t P ��1/ c T r M ,� — Not required per mach.code ;Heat Recover Ventilator R CapacityPassive �f f , (HV) in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Cap/toll In cfms: Low. /©D High: jp -Location of duct or system: Continuous exhausting fan(s)roiled capacity In ofms: Location of fen(4,describe:_161W c rf v fam lw lotikro() /3q),(fpjh k, . Chit b Capacity continuous ventilation rate in dins: 1, ' "round duct OR Total ventilation Qrrtermlttent+continuous)rate In ohs: UP H "metal duct "ii Updated 4/8/2013 3785 Lakeside Court HVAC Load Calculations for Norton Homes Prepared By: Clay Larson Larson Plumbing&Heating, Inc. 3095 162nd Lane NW Andover,MN 55304 763-427-7680 Rhvac Online 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. tf� { y ,fi.�e to ts- —POW , :4 S+v� :-n ' 5 'ar apj N+sr �a �-S e ds ,.,,✓ [i 7 � ' - a"-; ,� �)t e e � �W � x �'S.a"•y. ,4 = � ��E ?'� if�� r �r:�'°".z '�-�� Pa t aye�%�,,. Load Calculation Project Report Project Title: 3785 Lakeside Court Project Date: 5/19/2019 Designed By: Permit Number(s): Project Comment: Client Name: Norton Homes Client Address: Client City: Client Phone: Client Fax: Client E-Mall: Client Website: Client Comment: Company Name: Larson Plumbing&Heating,Inc. Company Representative: Clay Larson Company Address: 3095 162nd Lane NW Company City: Andover,MN 55304 Company Phone: 763-427-7680 Company Fax: Company Comment ,,, "_grv�IZIZZ � _r•mss. Reference City: Minneapolis/St.Paul AP, Minnesota,United States Building Orientation: Front door faces S Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 feet Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains _ Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter -15 -15 100% n/a 72 n/a Summer 88 72 47% 50% 75 29 3785 Lakeside Court Friday,May 31,2019 y��� � 6 � 'anv-r-"� ii P ' .L s i,a..+5."_;:c.,,_ ..;• V .._ _:'#„,_ .. fi.L.i'..+-'�.a�:_4.`..-x.+�+`�^d.+.is �'n7- '-'.'" ,.,3{�m'',> .."�, .'S�Xtil�"L .Si.. 'f5"�' r"fi"', 4' ± Supply CFM: 1,172 CFM per Square ft. 0.270 Square ft.of Room Area: 4,342 Square ft.per ton: 1,640 Volume(ft')of Cond.Space: 35,245 c a�,,.' �...Y.4�M�w.� ab6!_aY:�.. ,,,,,tw��e`'s.�,as �.� 'G$. ��.._.7�a•':.L......_� ar :_.s,� �r��.z-�..�i..,��w_ Total Heating Required Including Ventilation Air: 71,179 Btuh 71.179 MBH Total Sensible Gain 25,577 Btuh 81 % Total Latent Gain: 6,186 Btuh 19 % Total Cooling Required Including Ventilation Air 31,763 Btuh 2.65 Tons(Based On Sensible+Latent) Rhvac Online 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 meets both sensible And latent loads according to the manufacturer's performance data at your design conditions. 3785 Lakeside Court Friday, May 31,2019 gi -Aa`..ar sr� ��i c "+ .f: sS'k':� p,". 4: Miscellaneous Report 1:71'.;:):::;9:!. :6( in> Winter: -15 -15 100% n/a 72 n/a Summer: 88 72 47% 50% 75 29.27 .+«-„ 4.,:, ..,,,^tiir,;: .i�.. 3aaA` .,.- a"sr*»�,v.,c�:r�r',,.v3.,•t`„*,�a.;i�,.t. Winter Summer Infiltration Specified: 0.370 AC/hr 0.190 AC/hr 217 CFM 112 CFM Infiltration Actual: 0.370 AC/hr 0.190 AC/hr Above Grade Volume: X 35.245 ft3 X 35.245 f 13,041 ft3/hr 6,697 ft/hr X 0.0167 X 0.0167 Total Building Infiltration: 217 CFM 112 CFM Total Building Ventilation: 200 CFM 100 CFM ---System 1--- Infii.&Vent.Sensible Gain Multiplier: 13.87 =(1.10 X 0.970 X 13.00 Summer Temp.Diff.) Infll.&Vent.Latent Gain Multiplier: 19.31 =(0.68 X 0.970 X 29.27 Grains Difference) Infli.&Vent.Sensible Loss Multiplier: 92.85 =(1.10 X 0.970 X 87.00 Winter Temp.Difference) Winter Infiltration Specified: 0.370 AC/hr(217 CFM),Construction:light Summer Infiltration Specified: 0.190 AC/hr(112 CFM),Construction:Tight 3785 Lakeside Court Friday, May 31,2019 --'''',.1", ''' q 2.: 4•' `4'r 'S Y ( ; "� 9 Nyh 14 Yz t C II� 70--::4.1",t.. � t a---''.4i-i-0.-4,-.:'.4f79s t t yrs a„ z"°' # ed "'1 - > g1 .4.tF E c! -�� 1 i ' S " ' s+ t {.,,„. t ,4 ,, -sv,.. g .'�a, [zL:4 r r .'' . a-�.� .. �4� e.� �� s'�_...,.,,., _. .�'�2 ..� -r,,�,,.�...�'. to,._�', .'�xu a�..:�1�.r �TR-r � �a '� �»::_ .�.'�."S.�w Total Building Summary Loads 1 � a - �.- R �,. � ,��" �✓�. r-.. wk y y4^r' �-.'✓ °�,�i iz* «� >" '� 'fin -,.� Window:Glazing-1Mndow,U-value 0.3,SHGC 0.22 239.8 6,257 0 1,936 1,936 Window:Glazing-Window,U-value 0.25,SHGC 0.21 72 1,566 0 1,389 1,389 Window:Glazing-Window,U-value 0.28,SHGC 0.15 20 487 0 130 130 Window:Glazing-Window,U-value 0.28, SHGC 0.22 286.5 6,492 0 4,103 4,103 Window:Glazing-Window,U-value 0.28, SHGC 0.2 45 1,095 0 573 573 11P:Door-Metal-Polyurethane Core,U-value 0.29 24 606 0 167 167 II R-20:Wall-Frame,Custom,R-20, U-value 0.068 3139.6 18,574 0 3,288 3,288 15A-15sffc-4:Wall-Basement,concrete block wall,R-15 foam 139.4 473 0 0 0 board to floor,no framing,no interior finish,filled core,4'floor depth,U-value 0.039 15A-15sffc-10:Wall-Basement,concrete block wall,R-15 foam 569.4 1,586 0 0 0 board to floor,no framing,no interior finish,filled core, 10'floor depth,U-value 0.032 R-49:Roof/Ceiling-Under Attic with Insulation on Attic Floor(also 1801 3,291 0 2,572 2,572 use for Knee Walls and Partition Ceilings),Custom, R-49 Insulation,U-value 0.021 21A-20: Floor-Basement,Concrete slab,any thickness,2 or more 1058.2 2,485 0 0 0 feet below grade,no insulation below floor,any floor cover, shortest side of floor slab is 20'wide, U-value 0.027 22D-10pm:Floor-Slab on grade,Vertical board insulation covers 22 657 0 0 0 slab edge,turns under slab and extends 4'horizontally,any floor cover,R-10 Insulation,passive,heavy dry or light wet soil, U- value 0.343 Subtotals for structure: 43,569 0 14,158 14,158 People: 6 1,200 1,380 2,580 Equipment: 901 7,934 8,835 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:217,Summer CFM: 112 20,182 2,154 1,550 3,704 Ventilation:Winter CFM:200,Summer CFM: 100 7,428 1,931 555 2,486 Exhaust:Winter CFM:200,Summer CFM: 100 Total Building Load Totals: 71,179 6,186 26,577 31,763 Supply CFM: 1,172 CFM per Square ft. 0.270 Square ft.of Room Area: 4,342 Square ft.per ton: 1,640 Volume(ft')of Cond.Space: 35,245 � L �- a ,��,.; Z 3� +s�. -,.'�=a �s n ha' � .mss ,x 'a��-g t', �lx` :%yam" �,�'-".- a�� 1.^�' '-i,�, 'y�. Fr F €f:k:. .F t t,:;g y u ¢ _; j t r��r ' r s us e . ,�,,-v.. .- °� .�"�.r:Y'a't,s.' -.- ..� 3»�"�.x..sk�'o-�?'�_-'%Z �.zr� R��'�'S�-`"'��- .4.".&�u ��.-e.'�..-..,u,_ Vit_-�,.s Total Heating Required Including Ventilation Air: 71,179 Btuh 71.179 MBH Total Sensible Gain 25,577 Btuh 81 % Total Latent Gain: 6,186 Btuh 19 % Total Cooling Required Including Ventilation Air 31,763 Btuh 2.65 Tons(Based On Sensible+Latent) Rhvac Online 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 meets both sensible And latent loads according to the manufacturer's performance data at your design conditions. 3785 Lakeside Court Friday, May 31,2019 1 1 f ir,'V de k4. �F ,Y Y Z"'7-4 sz ,, .0 'k y. 5 ..>: t E e i 1 r €I E I u x. � -,U.'.• �".�?'c'3�,v#',� v... -d.,,.�,,.as.,`s�y ^a t� . ,sr� � f� t s � "SS S�'''- .q yy 'c {r x Y.n"` "3•F',.b�' r l';':;.%1,),4,"7.4'.' P "' . a +le e4,-, rr A , r l° ". ,� ` ,, s 'tt x"i r s�"3' yrs' g. �. 1 1.2; 6i,') gr. 5j -- ti es".', • f.?c ',.- ,'#,e t. y r - '� t„. ,-i' --` 2c y�- z '*'9 S�+��,,.._ • .mac..,:._.. .� Vi Ur_ .�. �" v„..„‘"1,:,„7'-,-.,. .-,.� �'".,.....�.��fz„„.w.;�`'� '.+..;. ic System I Room Load Summary ��". 5 xsf ,,,,yn ,,W�' � , ,.0,' t It,,,, onE',',,E a' ,,"<i ,ti,.i.- .-: 6,1 FT^ " I . .^°° ,rill e \jd v > -ax $;11:±",,-V2,3,' :-;.;:"f - ,x K ^ :71-1"..:7--- y xea .r, z t. I �a.�' '',1r- x Y. +. ! 1 f r c,' i I k i.4 1 �'`3'i* - ,.S. '1:-.P411,-- I `i F1 4'. #-(` •_E t 't ,t' F ", .,',,,r{ t y'',i" E t r 1 . 0 14`,. e 1,,f - one - 1 FAMILY ROOM 306 5,681 76 0-0 0 1,468 339 69 69 2 RECREATION 371 4,612 62 0-0 0 1,125 332 53 53 3 GUEST BDRM 219 3,471 46 0-0 0 1,424 113 67 67 4 BATH-LOWER LEVEL 65 567 8 0-0 0 0 0 0 0 5 STAIRWELL-LOWER LEVEL 153 1,055 14 0-0 0 0 0 0 0 6 GREAT ROOM 303 5,004 67 0-0 0 1,926 577 90 90 7 DINING ROOM 299 3,985 53 0-0 0 1,993 312 93 93 8 KITCHEN 286 4,273 57 0-0 0 4,614 1,273 216 216 9 MUD ROOM 197 1,077 14 0-0 0 140 54 7 7 10 OFFICE 125 3,211 43 0-0 0 994 114 47 47 11 FOYER 100 1,406 19 0-0 0 264 48 12 12 12 STAIRWELL-MAIN LEVEL 118 1,515 20 0-0 0 196 76 9 9 13 OWNER'S SUITE 306 5,259 70 0-0 0 1,765 186 83 83 14 OWNER'S BATH 154 2,300 31 0-0 0 614 71 29 29 15 OWNER'S W.I.C. 128 2,818 38 0-0 0 552 122 26 26 16 BEDROOM 2 357 7,665 103 0-0 0 2,991 306 140 140 17 BEDROOM 3+LAUNDRY 320 3,218 43 0-0 0 2,277 110 107 107 18 BEDROOM 4 216 4,518 60 0-0 0 1,819 163 85 85 19 STAIRWELL+LANDING- 320 2,116 28 0-0 0 860 59 40 40 UPPER LEVEL - Ventilation - 7,428 - - - 555 1,931 - - - System 1 total 4,342 71,179 853 - - 25,577 6,186 1,172 1,172 . I�1r y : s�F l1"^A '" ` T 7 17.7. 5 n -L-4,--...7- _ M1 �...,- z- stwam ,.,,"..."+ z:,F 'z 1, _x _ v fi -'`z.-1,!..1,:-;..:41,42 -- <..s.,. '.-Y'�Ear �....°r,ra�.' ' Y t .'F. a._t ,zs".1''.GsCs ,J, •``'y .,x ,. ."„ ,2q '$ ro3=su� ,, Y, ,ys ,y y - s:-t * "�t%" �,-4, 'i E 1 'nS F d ,r}1 if /I• E t,),„:.•,41-4,&? � .g-..1-').4ryi , �m'�y.�2 ,{e !i i .'.;,%,,...;,-;;.1:,:i;w 1' . x-,,: C'-,$o- 'w:.:t5,-,-",?-,,,, 3 �� - [) � a .a nt3^t t 3 &? ro- ;,lt �"' � ' .Vi e4 '-':"A".-4':"VW' # 1a11p61 •::us.,�,...L._ oLF�. v-�., _..r.,�..... .�__s... Net Required: 2.65 81%/19% 25,577 6,186 31,763 3785 Lakeside Court Friday,May 31,2019 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Mc Lo jisi it, n Court* (M IJK+ jt* Date 5—).y—I(,t Contractor Larson Heating & Plumbing I Completed By I No rTL on 6Keds Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(ConditionedCI area including basement— (j?4 Total required ventilation 13O finished or unfinished) "l J [ — Number of bedrooms 5 Continuous ventilation `I 5 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 17 5 185/93 4001-4500 120/60 135/68 150/75 165/83 195/98 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 hoose either r balanced or exhaust) ✓[�3alanced,HRV(Heat Recovery Ventilator)or R (Energy Eaxhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must no xceed continuous venti-lation rating by more than 100%. Low cfm: co High cfm: 1S5[ Continuous fan rating in cfm(capacity must not exceed QJ continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HR V 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 6 Niko/ Brut zed Ba-hro-r rn 50 CFfr "©b C IA . �,►-4' 6' 3C.6CFM 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. U1,S1n3 SA.? )v\cARI, --M),bo 'ERV VAn:ii wti)(h SC/11 SeA Nk 50"A No\ k-v rtru' CaLCultdits -k-O A-1 wAntr t t C,C K r \vv)v`r 2 Section E Make-up air n 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: 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. a)pressure factor(cfm/sf) 0.15 0.09 0.06 0.03 b)conditioned floor area(sf) — (including unfinished basements) 93 1 Estimated House Infiltration(cfm): + t �� [lax 1b] b 4 2.Exhaust Capacity a)continuous exhaust-only 0 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 3 ot. if recirculating system or if powered makeup air is electrically interlocked �1.�O and match to exhaust) V 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); [2a+2b+2c+2d] 37 5 3.Makeup Air Quantity(cfm) -37a)total exhaust capacity(from above) b)estimated house infiltration(from 1 5 1. O above) �p Makeup Air Quantity(cfm); [3a—3b](if value Is negative,no makeup air is needed) 4.For makeup Air Opening Sizing, * ' /� refer to Table 501.4.2 'v ('� 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 — w/motorized damper 318—419 196—258 136—179 84—110 9 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 ig Not required per mechanical code(No atmospheric or power vented appliances) E✓ Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6" a 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: MO[raft Hood EDFan Assisted [✓ Direct Vent Input: lav/ Btu/hr or Power Vent Water Heater: E, ifl Co Ebraft Hood nFan Assisted ODirect Vent Input:_ 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: 1576 ft3 L x 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: 80�/0 —Q) Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: l 1,. C.b 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: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 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= + = 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=k5-1() / Hut= .4e) Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1 - . ® _ ,oke 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: Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= /3000 Btu/hr per in2= in2 Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA multiplied by RF Minimum CAOA= x = in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13'1 Minimum CAOA= 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 0304. 5 IFGC Appendix E,Table El 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 3250 5,625 2,813 7,875 3,938 _ 80,000 "`4� 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 ESR-3168 I Most Widely Accepted and Trusted Page 4 of 4 TABLE 3—MAXIMUM STAIR TREAD SPANS2 DECK BOARD MAXIMUM SPAN(Inches)' Enhance 1-by-5.5 Solid 12 Enhance 1-by-5.5 Grooved-edge 12 Transcend°1-by-5.5 Solid 12 Transcend.13/e-by-5.5 Solid 12 Transcend°1-by-5.5 Grooved-edge 12 Selects t5/,6-by-5.5 Solid 9 Select"'15/16-by-5.5 Grooved-edge 9 Select°13/8-by-5.5 Solid 12 For SI:1 inch=25.4 mm;1 Ib/ft2=47.9 Pa. 'Maximum span is measured center-to-center of the supporting construction. 2Based on a minimum two-span installation. 5.50" 5.50 F 0.050" r 0,050" Thickness } Tlickness tT TYPICAL SQUARE-EDGE PROFILE TYPICAL GROOVED-EDGE PROFILE FIGURE 1—TYPICAL TREX°DECK BOARD PROFILES r t J 0.750" IfL� 11.25" I 11 10.750" i -- 7.25" — FIGURE 2—TREX°FASCIA PROFILES 1.25" 0.75" Nes0 1f1— FIGURE 3—HIDDEN FASTENER PROFILE For SI: 1 inch=25.4 mm. 2019 Standardized Concrete Foundation Drawings SCOPE OF WORK: These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring,water-proofing,insulation,flashing,control and construction joints, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2019. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. INDEX: S1 -Scope, Index,and Certification S2-General Notes S3-Step Footing Detail S4-Frost Wall Detail S5-Lookout Wall Detail S6-Full Height Wall Detail MATERIALS: Reinforcing Steel:Grade 40(40 ksi)for#4 and smaller bars Grade 60(60 ksi)for#5 bars and larger Rebar Substitution Notes: 1. Two#4's bundled may be used to substitute(1)#6 and vice versa provided they are of the same grade steel. 2. For vertical bars on S6,#5's may be used in lieu of#6's at two-thirds of the noted spacing. Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 3000 psi for walls Minimum 28 day compressive strength of 5000 psi for footings Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi Backfill Soil:Sand-30 psf/ft effective lateral pressure Sandy Clay(SC)-45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure I hereby certify that this plan,specification,or SITE ADDRESS: report was prepared by me or under my direct supervision and that I am a duly licensed Street: 3 professional engineer under the laws of the state S'S l.��es��le oil of Minnesota. City: C. a..9C{/�-, State: MN Zip: 59 ?-3 Craig Oswell,PE(MN#42341) 1/1/2019 Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201w`i , s Project Name: 2019 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 Description: Scope of Work,Index,and Certification Phone:812-720-4839 ni Project# 18.100 Fax:612-888-2988 ' ,_ Client Name: Abfalter Brothers Concrete LLC www.oswellec.com �3 `. Ti Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S1 of S6 tfar -, '' GENERAL NOTES: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. 2. Maximum wall to footing centerline offset is 2". A minimum of 2"of footing is to extend on each side of the wall. 3. Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60. 4. Bend horizontal bars or provide matching hooks around all wall corners and intersections. 5. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cover is provided. 6. Allowable bar placement tolerance is 1/2". Tying is not required If tolerances are met and maintained. 7. Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sill plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and intersections. Walls less than 24"in length require only one anchor. Sill plates may overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met. 9. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1. 10. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code adequate swale. 13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. 14. Maximum inside window well dimension is 72". Well walls are to be at least 8"thick placed monolithically with house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and one additional anchor bolt each side of opening. Opening header by others. COLD WEATHER GUIDELINES: The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement,early-strength concrete,and accelerators are recommended at temperatures below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised. 4. Do not add additional water. Using water-reducing admixtures is recommended when required. 5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground,snow,or ice. 6. Preheating of rebar is not required,however it is to be free of frost,snow,and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. Osweil Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 " Project Name: 2019 Standardized Concrete Foundation Drawings Minneapolis,MN 55418 ., Description: General Notes Phone:612-720-4889 Project# 18.100 Fax:612-888-2988 Client Name: Abfalter Brothers Concrete LLC www.oswelleo.com Ir si Client Address: 15546 Cleveland Street Elk River MN 55330 Page 32 of 36 tV, ` ? 1/1/2019 Adjacent steps are to be placed no closer to either side of the beam section than twice 6'-0"maximum ste the height of the largest step (beam section) Optional control joint each end of beam section by others (2)bundled#4 horizontal bars top&bottom w/3"min clearance extended at least 24"minimum beyond each end slfll rlf�'"il fl 7 z t 1 f .. .. ti i� of beam section(bar length= step height+4') ' I 1 6"minimum thick cast-in-place F w {� # � concrete foundation wall H FOOTING High footing should be placed at 1-to-1 (45 degree)line,if OW FOOTING / high footing is closer to step than this line,place beam section rebar as if it was at this line as shown FOOTING STEP DETAIL Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 „ ,Q,"; . .; t Project Name: 2019 Standardized Concrete Foundation Drawings Minneapolis,MN 55415 Description: Step Footing Detail(NOT TO SCALE) Phone:612-720-4889 Project# 18.100 Fax:612-886-2966 Client Name: Abfalter Brothers Concrete LLC www.oswellec.com Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S3 of S6 ,t 111/2019 Wall framing by others Sill plate by others w/1/2" diameter anchor bolts w/7" minimum embed&standard s washers©72"o.c.max or xn, equivalent metal strap anchors Optional slab ledge,maximum stem height is 12"w/width to (Anchor bolt clearance between match sill plate — A edge of both wall and sill plate is to be 2") tisGrade to be at least 6"below top of wall �� (1)#4 continuous horizontal bar '~ w/in 18"of top of wall ark ' 6"minimum thick cast-in-place tiw,, concrete wall k t$k #4 x 2'-0"long dowels @ 72"o.c. max w/5"minimum embed s r Unreinforced concrete strip footing per Code by others, provide frost protection per Code as required WALKOUT! SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height is 36"for 8"thick wall&48"for 10"wall Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 Project Name: 2019 Standardized Concrete Foundation Drawings Minneapolis,MN 56413 Description: Frost Wall Detail(NOT TO SCALE) Phone:612-720-4839 Project# 18.100 Fax:812-888-2988 Client Name: Abfalter Brothers Concrete LLC www.oswellec.com Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S4 of S6 `" 1/1/2019 Wall framing by others Sill plate by others w/1/2" diameter anchor bolts wl 7" minimum embed&standard washers @ 72"o.c.max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is 'C to be 2") Grade to be at least 6"below top of wall (1)#4 continuous horizontal bar wlin 18"of top of wall 6"minimum thick cast-in-place concrete wall #4 x 2'-0"long centered dowels w/5"minimum embed .. wet set or epoxy grouted in Footing elevation may vary below place slab,provide frost protection per 6"wall spacing: Code 32"o.c.max for sand&24" v 8"thick x 18"wide minimum o.c.max for SC&clay I unreinforced concrete strip 8"+wall spacing: footing(16"wide minimum for 48"o.c.max for sand,42"o.c, maximum unbalanced grade of 2'- max for SC,&36"o.c.max for 6"or less),larger footing width clay may be required for specific soil bearing conditions to be determined per Code by others LOOKOUT WALL DETAIL ISI Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,0201 `=$, ;.Z 4.:- Project Name: 2019 Standardized Concrete Foundation Drawings Minneapolis,MN 66418 ,I"i Description: Lookout Wall Detail(NOT TO SCALE) Phone:612-720-4689 .'=,a ;k sy • Project# 18.100 Fax:812-888-2968 Client Name: Abfalter Brothers Concrete LLC www.oswellec.com t1/411/4, st Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S5 of S6 1.1 , Z 1/1/2019 :�.Y Wood floor&wall framing by others Connection of floor members to sill plate to be per Code by others , #' 4' y w2x6 minimum sill plate w11/2"diameter 1 ..V',''' -, anchor bolts w/7"minimum embed&2" wide x 1/8"thick square or round countersunk washers or alternative A -y f N anchor(Anchor bolt clearance between edge of both wall and sill plate Is to be It2.5")(see table below for spacing) x Grade to be at least 6 below top of wall r ; iit*XMIW Exterior top of wall may have a brick '' ledge provided the stem wall formed is `" at least 6"thick&no more than 16"high Continuous#4 horizontal bars,provide _ at least(2)@ 8'-0"clear,(3)@ 9'-0" m '"i clear,&(4)@ 10'-0"clear,At _ ° contractors option: The lowest wall CD horizontal bar may be omitted if(2)#4 a continuous horizontal bars are placed in the footing r � Cast-in-place concrete foundation wall s w/#6 or equivalent vertical bars placed 1.5"from inside face,see table below for spacing ", #4 x 2'-0"long dowels @ 72"o.c.max w/ . 5"minimum embed % y .,„ -1.- ...v.,...,�r 4 V , „„..., ..7,......;._ ,,v... v Unreinforced concrete strip footing per ".... Code by others,elevation below slab may vary as required BASEMENT WALL DETAIL Clear Height and Soil T pe Table Notes: Wall 8'or Less9' 10' (1)= Unreinforced if concrete is 4000 psi or if Thickness Sandi Sc Clay I Sandi SC I Clay Sandi SC I Clay clear height is 4”less Vertical Rebar Spacing (2)= Unreinforced if concrete is 5000 psi or if 8^ NA NA 36"(1) NA 36"(2) 36" 38"(1) 36" 24" clear height is 4"less 10" NA NA NA NA NA 36"(1) NA 36"(1) 36" Allowed alternate anchors are: 12" NA NA NA NA NA NA NA NA NA MAB/ST,MASA/FA3,FWAZ,or 1/2" Sill Anchor S acin diameter expansion bolts w/6"min embed Bolts ' 72" 72" 48" 72" 48" 36" 60" 36" 24" (install in accordance with the Alternate 48" 24" 18" 136" 18" 12" 24" 12" 8" manufacturer's recommendations) Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 I <>. ' ?a, A` Project Name: 2019 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 tr Description: Full Height Wall Detail(NOT TO SCALE) Phone:612-720-4639 *. Project# 18.100 Fax:612-886-2968 i Client Name: Abfaiter Brothers Concrete LLC Www.oswelleo.com 9 Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S6 of S6 r A . ; _' 1/1/2019 2019 Standardized Top of Foundation Wall Support Drawings SCOPE OF WORK: These drawings apply to the construction of top of full height cast-in-place concrete,insulated concrete form,and masonry basement foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring,water-proofing,insulation,flashing,and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid through December 31,2019. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. INDEX: S1 -Scope, Index,and Certification S2-General Notes S3-Standard Bearing Wall Detail S4-Standard Non-Bearing Wall Joist Blocking Detail S5-Bottom Chord Bearing Truss Non-Bearing Wall Detail S6-Top Chord Bearing Truss Non-Bearing Wall Detail MATERIALS: Concrete: Minimum 28 day compressive strength(Pc)of 3000 psi for walls Minimum 28 day compressive strength(Pc)of 5000 psi for footings Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi Masonry: Minimum 28 day prism strength(Pm)of 1500 psi Backfill Soil:Sand-30 psf/ft effective lateral pressure Sandy Clay-45 psf/ft effective lateral pressure Clay-60 psf!ft effective lateral pressure I hereby certify that this plan,specification,or SITE ADDRESS: report was prepared by me or under my direct Q� /+ supervision and that I am a duly licensed �f Street: 3 1 (! S 1 (Sl � l aUrf professional engineer under the laws of the state of Minnesota. City: C GL,La'�iVY� 55 / State: MN Zip: 5 ?-3Craig Oswell,PE(MN#42341) 1/112019 Oswell Engineering and Consulting,L.L.C, w e:- 1901 E Hennepin Ave,#201 ��r� . Project Name: 2019 Standardized Top of Foundation Support Drawings Minneapolis,MN 55418 Description: Scope of Work,Index,and Certification Phone:612-720-4839 Project# 18.100 Fax:612486-2968 6 Client Name: Abfalter Brothers Concrete LLCwww.oswellec.com Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S1 of S6 fr N GENERAL NOTES: 1. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring by others is required until the final floor and slab systems are in place. 2. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code compliant swale. 3. Sill plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and intersections. Walls less than 24"in length require only one anchor. 4. Use of multiple sill plates is not allowed unless specifically noted. 5. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R317.3.1, exception 1. 6. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7" embed. 7. All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's recommendations. 8. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. This packet does not apply to lookout and frost style walls. The details in this packet are not limited by wall length or plan dimensions. 9. This packet applies to traditional floor joists, Hoists,and trusses. All floor members are to bear at least 3.5"on the sill plate unless noted otherwise. Sill plates may overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met. 10. Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The exact size of the sill plate is the responsibilty of the contractor. 11. Alternate anchors may be Simpson MAB,Simpson MASA,USP ST,USP FA3,Simpson FWAZ,or 1/2" diameter expansion anchors with 6"minimum embedment,or an equivalent manufactured anchor. TOP OF WALL ANCHOR SPACING TABLE Alternative to MN Code Table R404.1(1) CLEAR BACKFILL SOIL TYPE HEIGHT(Top HEIGHT SAND SANDY CLAY CLAY of Slab to Top ABOVE ANCHOR ALTERNATE ANCHOR ALTERNATE ANCHOR ALTERNATE of Wall) SLAB BOLT ANCHOR* BOLT ANCHOR* BOLT ANCHOR* 7'-6" 72" 48" 72" 24" 48" 16" 8'-0"or less 6'-6" 72" 72" 72" _ 48" 72" 32" 5'-6"or less 72" 72" 72" 72" 72" 72" 8'-6" 72" 36" 48" 16" 32" 8" 9'-0" 7'-6" 72" 64" 72" 32" 56" 16" 6'-6"or less 72" 72" 72" 64" 72" 32" 9'-6" 64" 24" 40" 16" 24" 8" 10'-0" 8'-6" 72" 40" 56" l 24" 40" 16" 7'-6"or less 72" 72" 72" _ 32" 64" 24" *=see note 11 above for alternate anchor options Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 •` it,-t-,Z a Project Name: 2019 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 '* Description: General Notes Phone:612-720-4839 14 :? Project# 18.100 Fax:612-886-2988 Client Name: Abfalter Brothers Concrete LLC www.oswelleo.com a - f S2 of S6 ..{k;'4; 1" r' Client Address: 15546 Cleveland Street,Elk River,MN 55330Page 1/1/2019 Wood floor joist,I joist,or trusses&wall framing by others See table below for connection of each floorLr 2x6 minimum sill plate w/112"diameter member to sill plate anchor bolts WI 7"minimum embed&2" wide x 1/8"thick square or round Via countersunk flush washers or alternative anchor(see table on S2 for _ I "6"Min spacing)(Anchor bolt clearance Foundation wall per Code by Y between edge of both wall and sill plate others(clear height is is to be 2.5") measured from top of basement slab to top of foundation wall) N TYPICAL TOP OF FOUNDATION WALL DETAIL FLOOR MEMBER TO SILL PLATE CONNECTION TABLE Alternate to MN Code Table R404.1(1) CLEAR BACKFILL TYPE CONNECTION TYPE HEIGHT FLOOR (Top of Slab MEMBER SANDY CLASS to Top of SPACING SAND CLAY CLAY (weakest to DESCRIPTION Wall) strongest) 16" A(note 6) A(note 7) C (3)0.131"diameter x 3"long 8-0w orA 19.2" A(note 6) B C toe/top nails less 24" A(note 7) C CB (3)0.148"diameter x 3"long 16" A(note 7) C C toe/top nails 9'-0" 19.2" A(note 7) C D USP LJC or USP MPA1/Simpson A35 24" B C D C (see note 4) 16" B C D Simpson FWANZ,Simpson 02.114, 10'-0w 19.2" B D D D Simpson U2.37/4,USP LJQ,or(2) USP MPA11Simpson A36(see notes 1 24" C D D to 3) mom 1. Simpson FWANZ requires 1.125"minimum OSB rim and must be located within 5"the floor member. For trusses,it must be in contact with the member or 2x4 minimum continuous bottom bracing must be provided. 2. USP LJQ must be sized appropriately for the actual floor member width. 3. Floor members must be at least 3"wide when two Simpson A35/USP MPA1's are used. 4. Connection C may be installed at every other floor member if the number of anchors is doubled. 5. As an alternative,connection C may be installed at every fourth floor member. 6. As an alternative,connection C may be installed at every third floor member. 7. As an alternative,connection C may be installed at every other floor member. Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 .f -.. 4.,"ti% ,, Project Name: 2019 Standardized Top of Foundation Support Drawings Minneapolis,MN 65413 ,; Description: Typical Bearing Wall Detail Phone:612-720-4639 Project# 18.100 Fax:612-886-2966 --J I ,,k , Client Name: Abfalter Brothers Concrete LLC www.oswelleo.com ? .' Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S3 of S6 E? i 4 «kd" ••- , 1/1/2019 11 Nail the floor sheathing to the blocking w/at least(12) 0.131"diameter x 3"long nails evenly spaced Wall framing,joists,&structural K rim by others >1 4 See note 4 for spacers as required at mechanical only I Use Class D connection from S3 Li for blocking to sill 2x6 minimum sill plate w/1/2" diameter anchor bolts w/7" minimum embed&2"wide x 1/8" thick square or round Install full height 2x or 1-joist countersunk flush washers or blocking as required to alternative anchor(see table on achieve the nailing noted minimum of twos aces S2 for spacing)(Anchor bolt ( P ), spaces used do not need to clearance between edge of both be next to each other if NI wall and sill plate is to be 2.5"), O E N T . Sill plate may have to be spaces between are blocked Increased to 2x8 to fit Class D Per note 4 JOIST BLOCKING DETAIL connectors Blocking spacing to match anchor bolt spacing(see S2) NOTES: 1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131"diameter x 3"long nails at 6"o.c.at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. 2. Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. 3. Toe nail blocking members in place as required for stabilty. 4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required. 5. Full height blocking may contain 4"diameter maximum holes if required for electrical/plumbing. Provide at least 3" edge clearance for all holes. 1 6. All nails are to be spaced in members such that splitting does not occur. 7. Foundation wall is to be per Code by others. Omen Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 ':, . Project Name: 2019 Standardized Top of Foundation Support Drawings Minneapolis,MN 65413 to Description: Standard Non-Bearing Wall Joist Blocking Detail(NOT TO SCALE) Phone:612-720-4639 Project# 18.100 Fax:612-886-2988re ,.,.. Client Name: Abfalter Brothers Concrete LLC www.oswelleo.com Client Address 15546 Cleveland Street,Elk River,MN 55330 Page s4 of s6 1/1/2019 Nail the floor sheathing to the blocking w/at least(12)0.131" diameter x 3"long nails evenly spaced Wall framing,trusses,& structural rim by others See note 4 for spacers as required at mechanical only r w> Use Class D connection from S3for blocking to sill Nail rim truss bottom chord to 1 f n, t r :-s _: <- sill plate vd 0.148"diameter x 3" long nails @ 6"o.c. Install 2x4 minimum flat blocking between trusses as required to achieve the nailing 2x6 minimum sill plate w/1/2" noted(minimum of two spaces), diameter anchor bolts w/7" spaces used do not need to be minimum embed&2"wide x next to each other If spaces 1/8"thick square or round between are blocked per note 4 countersunk flush washers or alternative anchor(see table on S2 for spacing)(Anchor bolt Install 3/4"minimum thick OSBlplywood to clearance between edge of both one side of 2x4 blocking w/(6)0.131" wall and sill plate is to be 2.5"), diameter x 3"long nails top&bottom OR NOTE: Sill plate may have to 1/2"minimum thick OSB/plywood to each N be increased to 2x8 to fit Class side w/(4)0.131"diameter x 3"long nails D connectors top&bottom - BOTTOM CHORD BEARING TRUSS BLOCKING DETAIL Blocking spacing to match anchor bolt spacing(see S2) NOTES: 1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3"long nails at 6"o.c.at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. 2. Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression. 3. Toe nail blocking members in place as required for stabilty. 4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required. 5. OSB/plywood blocking may contain 4"diameter maximum holes if required for electrical/plumbing. Provide at least 3"edge clearance for all holes. 6. All nails are to be spaced in members such that splitting does not occur. 7. Foundation wall is to be per Code by others. 8. Do not cut rim truss bottom chord for any reason. 1901 E Hennepin , i Ave,#201 Oswell Engineering and Consulting,L.L.C. Project Name: 2019 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 kp "4 Description: Non-Bearing Wall Bottom Chord Bearing Truss Blocking Detail(NOT TO SCALE) Phone:812-720-4899 rt Project# 18.100 Fax:812-888-2988 Client Name: Abfalter Brothers Concrete LLC www.oswelleo.00mt o+ Client Address: 15546 Cleveland Street,Elk River,MN 66330 Page S5 of S6 . +,s IV f°€ 1/112019 Nail the floor sheathing to the blocking w/at least(12)0.131" diameter x 3"long nails evenly spaced Wall framing,trusses,& structural rim by others "x Additional sill plates as required `, by others to match truss top chord depth � f y k 2x6 minimum sill plate w/1/2" diameter anchor bolts w/7" minimum embed&2"wide x Install 2x4 minimum flat 1/8"thick square or round blocking between trusses as countersunk flush washers or required to achieve the nailing alternative anchor(see table on noted(minimum of second S2 for spacing)(Anchor bolt space) clearance between edge of both Install treated double 2x blocking ripped to wall and sill plate is to be 2.5") fit height of sill plates in first bay ► TOP CHORD BEARING TRUSS BLOCKING DETAIL Blocking spacing to match anchor bolt spacing(see 32) NOTES: 1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3"long nails at 6"o.c.at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved equivalent. 2. Toe nail blocking members In place as required for stabilty. 3. All nails are to be spaced in members such that splitting does not occur. 4. Foundation wall is to be per Code by others. Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,0201 :e. Project Name: 2019 Standardized Top of Foundation Support Drawings Minneapolis,MN 66413 Description: Non-Bearing Wall Top Chord Bearing Truss Blocking Detail(NOT TO SCALE) Phone:612-720-4639 tteProject# 18.100 Fax 612-886-2966 ' Client Name: Abfalter Brothers Concrete LLC www.oswelleo.com 1 I Client Address: 15546 Cleveland Street,Elk River,MN 65330 Page S6 of 86 111/2019 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 Lakeside of Eagan Lot Number 4 Block Number 1 Address 3785 Lakeside Ct Builder Norton Homes Phone Number: 763-559-2991 Contact: Pat Hiller Tree Protection Requirements: X Tree Protection Fencing Installed on Site (orange 4' poly fence) X Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Not Required As Follows: Attachments: X Yes (Refer to attached documents for details) No EAGAN FORESTRY DIVISION Additional Notes: Builder to have removed-a-I Ebel oak tree near east side of culd-e-sac leaning to,lat=toT Leel�i�! LJ Y H:\ghove\2019fi1e\tr--pres\Tree Preservation Plan Lakeside of Eag j LoC4 Block 1 DATE 6 l -- l7 .I • e 901.6 z / _-1'1'2:0,"19f9Oi " / 015.lli SURVEY LEGEND 899.0 x j tj3 . / 902.6 s �F 'o III x 900.9 .riiiititti ,, ® STORM DRVN 900.5 z k.._ mos. j A I {I CATCH BASIN 900.4\‘ z 903.0 act- 0a GATE VALVE •511 x902.6 90QBx 1901 f0 t7 HYDRANT `O • ._X(902.0) -.__ (�'!- �. , or o IRON PPE SET �•� + x902.2 t/r` -�,9U� • IRON PIPE FOUND 4 '� / / / 1 i I It l':' m SANITARY MANHOLE _ 9020) Anna GROUND ELEVATION / _ ('01 PROPOSED ELEVATION 901.1. • T\� 1 z902.� 11;(r,77.�.�t 11 i1 QN. ® WEILAND BUFFER POST 49p2p 1 .902.1 '4-441.4902.5) Ill,lllllll�/:' lI 10 901.9 © HAND HOLE 5 OS N r 1} PICK'.92 ® ELECTRIC TRANSFORMER 1902.670 ,er I - '��. 9p5.b,. 3342:-0•.,.k Di TELEPHONE PEDESTAL igOA _\y�``�' 15.0 I I,.t I . 14.0 0 .595 I i DX UTIUIY PEDESTAL 905.0 1 (�-. ''3. 17.5'0.5 4 •54-:16.5°5-2 it' (907.0) li MD 904.9 z SEWER SERVICE ELEVATION 8EXISTING TREE 0••' PN ID' I'T 907.3 x902.6 PROPOSED TREE (:�`1 -- ` * PROPOSED TREE \ 090 7.0 85 LAK S ' BITUMINOUS 907.60 1\ -N N 3785 ARTIDE t I•,.,•....:,%I CONCRETE i:" COURT 0h 1 -�-- CONTOUR PROPOSED TO• 14 - ' ---. CONTOUR EXISTING / \ , 1 21.0 906.. '- I -4-- DRAINAGE ARROW 1 1 g0 7 af.1• •5.0_.rt a 0907.7 CONCRETE CURB �g 3* , its 6 STOOPr 907.6 0 11 \ 1 --.-SANITARY SEWER STORM SEWER - 1 __ 90E2 o n II -1-WATERMNN - PROPOSED SILT FENCE ;909.0 a-�; y�� l 1)0. . -ar-DRAIN TILE ` �\• II ` x`1.9 -1,-.-FENCE 1 . r 9p6A1 •.O 0 I 31 -Ba&-BUILDING SETBACK UNE .j. O nn__s o 1 . / \ Sco SOG *1 r,0'P " I I 904.0 `�"`' PROPO gp9.5 mI $ '07.8 ?or c4'4.-4 •.0 Dslp �r GF = 909 ,N,. I - _077- is a 14.0 _i •907 Og otBF 1 ! 1I ; �P Stiresbalr 5784 N.- I / • • g{I �'�/ A x 905.1 L , ,.908.3 t I 1 +eP^ �'3•'• 906.0 1 // I a 1 - N // I(.I J ` $ EASEMENT' g 1 �'(K i d o x/^/91 907.9 I .907.6 S� AA„ moron AND 11.0110.UTILITY nwi A.o ,WN � 'nor '8 I + �4 x 904.8 x 904.5 uBELMJ As suovm \ n 0 ',2, m n _ .. I EXISI TNG_...----4� _- •04-\ N- RET. WALL I 4I N : I g 'Ira Setbacks nr J Ays t As., I . (� 02 Min.Street Setback=30' I ,�0 "...n.../.. 1 n Min.Side Setback w6' _ I II 1.2 Living.5'Garage \ I �''. �1�j - -.-` /�,( w M11'I n Building Cover 5 ?§I 907.0 I �+ 11$ Lot Area =48,145 S.F. �. I _ Op-s • Upland? =37,335 S.F. tin x \ \\\ D 000"""904.7 - `` ) lIrk Pond Area =10,810 SF. ; m q�. 5 G a Netr Pond Area - 1,416 S.F. 71.49 +� (&tcattii.) Net Arca •38,416 S.F. w.,...O6'E•, n ! H - _ - ... House Area = 2.543 SF. - _ Coverage=66% ���7i ��,� , �O f•Itt4.31904.' •�y'',, AR CO fij111 Ira 1 $o� v.''88 7'7021 B\r d /V tt - e xat \ •�tl� Development Plan Data-WO ♦ - ,ST r Garage Floor Elevation =911.5 /sam 400• °III 900 .. ,:r -� Basement Floor Elevation =903.5 W00'JI'JTw• • 1 ..20+.1b,\ � "-`l y Proposed Elevations-WO Narfi13013•E LAKESIDE / e, 9 x 8973 Proposed Garage Floor Elevation =910.7(LS'Drop) COURT / '�76 Proposed Top of Foundation Elevation =912.2 /+ Proposed Basement Floor Elevation =903.5 I • !pinny Deaeriptieo:Lot 4,Block 1,LAKE SIDE OF EAGAN,according to the recorded plat thereof,Dakota County, Offset Irons M10sesoa• (elevations are to the top of pipe) OS Cl-902.67 OS 42-904.26 I. Address:3785 Lakeside Corot,Eagan,Minnesota 55123. OS#4=-908.75 OS 43=907.08 2. Existing utilities shown are shown in an approximate way only.The contractor shall determine the exact location 20 10 0 10 20 40 of any and all existing utilities before commencing work.He agrees to be fully responsible for any and all damages we in arising out of his failure to exactly locate and preserve any and all existing utilities. SCA].B IN FEET 3. Must maintain a minimum 2%slope gradient to accommodate positive drainage. 4. All set offset irons are measured to hundredths of a foot and can be used as benchmarks. I hereby certify that this survey,plan,or report was prepared by me or under 5. The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be my direct supervision and that T am a duly Licensed Land Surveyor under built the laws of the State of Minnesota. 6. A title opinion was not furnished to the surveyor as part of this survey.Only easements per the recorded plat are Dated this 3th day o ay,2019. shown unless otherwise denoted hereon. 7. Proposed grades shown adjacent to building foundation refers to top of black dirt 8. Verify sanitary service invert prior to any concrete work. - R�� 6�'�1t+ve•.� David B.Pemberton,PIS Minnesota License No.40344 pemberton@sathre.com ,....es eva` Section l4-Township 027-Range 023 JOB#:84685-010 REVISIONS B q SATHRE-BERGQUIST, INC. CERTIFICATE OF SURVEY FIELD CREW:AT BB BUILDING COVER CtLLC 0523!19 JPR o 110,1 . 1130-SOUTH BROADWAY WAYZATA.AIN.56391(962)4764030DRAWN BY:JPR PREPARED FOR oeaa es, CHECKED BY:DBP NORTON HOMES DATE:oseowt19 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDINGJ ( PERMIT APPLICATION PROPERTY LEGAL: L +� Qle ` )� �'j ± � L DATE OF SURVEY: � � 9 LATEST REVISION: eu c ea t V O z Q DOCUMENT STANDARDS ❑ ❑ • Registered Land Surveyor signature and company ❑ ❑ • Building Permit Applicant )7 ❑ ❑ • Legal description X ❑ ❑ • Address �l�/,g" ❑ ❑ • North arrow and scale �, ❑ • House type(rambler,walkout, split w/o,split entry, lookout,etc.) ❑ • Directional drainage arrows with slope/gradient% ❑ 0 • Proposed/existing sewer and water services&invert elevation ❑ 0 • Street name X 0 0 • Driveway(grade&width-in R/W and back of curb,22'max.) ❑ 0 • Lot Square Footage ❑ ❑ ❑ • Lot Coverage ELEVATIONS Existing ❑ ❑ • Property corners ,, ❑ ❑ • Top of curb at the driveway and property line extensions ❑ ❑ • Elevations of any existing adjacent homes jir ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches 93' ❑ ❑ • Waterways(pond,stream,etc.) ProDosed ,,e( ❑ ❑ • Garage floor ❑ ❑ • Basement floor ,e ❑ ❑ • Lowest exposed elevation(walkout/window) ❑ ❑ • Property corners ❑ 0 • Front and rear of home at the foundation Y V • PRV Required PONDING AREA(if applicable) • Easementline ❑ yr • NWL7•Ar • HWL , , A ❑ • Pond#designation -J 43 ❑ $ • Emergency Overflow Elevation 0 El • Pond/Wetland buffer delineation (§) V' • Shoreland Zoning Overlay District N • Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings&dimensions ❑ El • Right-of-way and street width(to back of curb) /A1I Y ❑ • Proposed home dimensions including any propose, deck ,overhangs greater tha 2', porch ,etc. (i.e.all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements ,2' ❑ ❑ • Setbacks of proposed structure an z sideyard setback of adjacent existing structures ..)2r ❑ ❑ • Retaining wall requirements: Reviewed By - Date G:/1 Engineering/FORMS/Cert.of Survey Checklist Rev.11-16-16 x L / 1, +� /\,- ((901.5)X g SURVEY LEGEND 899.0 x ,0.-- ��a� y>.-- /0'/ _/ 902.6 jd' 902• I (901,6 x x 900.9 ® STORM DRAIN 900.5 x �9 /.------ / / \90,D____ I - \ CATCH BASIN 900.4 x 1> / 9p N GATE VALVE 900 8 x `I"�o / x902.6 / x 903.0 2- x P� (901.5) HYDRANT �g o�� " •' '' g o ��`�/ °j / x 902.2 /d �9p4 IRON PIPE SET • IRON PIPE FOUND \ •Q e / " I SANITARY MANHOLE / / I ,• 902.0 .972.5 GROUND ELEVATION 072.5) PROPOSED ELEVATION 901.1x 61, • / �� x902.9/ ® WETLAND BUFFER POST 19o20� \ x 902.1 ,+4X(902.5) CK OS )A x -1 901.9 ❑H HAND HOLE \ 5 \OS fl ❑E ELECTRIC TRANSFORMER _ 902.670_ 905.3 ® 905_ _904.2 ,4,'k5 Ei TELEPHONE PEDESTAL x'34 / 15.0 1 ,I I O 14.0 0 .(}3Q� EUTILITY PEDESTAL 905.0 lip .'0 ._ •03.217.5 903.5 904.816.5906.2 1 .6 (903.0) 904.9 X (000.0) SEWER SERVICE ELEVATIONt '''' 0 EXISITNG TREE /9O'` 908 PIN 10" x 902.6 Q PROPOSED TREE 1 907'3 PROPOSED TREE x907 85OPOSED [x;`17 ',,•V:;;�. BITUMINOUS 907.6 x \ Q N 3785 LAKESIDE 1'• • ?] CONCRETE COURT ---0%)--- CONTOUR PROPOSED ?O. 14" !• o� CONTOUR EXISTING \\ - 906.3 ' Ix 903.7 907.1 21.0 906.1 - DRAINAGE ARROW ' 9p9.1 - .1 ,.•5.0_I g7.1 CONCRETE CURB 903.3 08 3 x 9 ,/�x\a'6 STOOPS 907.8 > SANITARY SEWER \ \1 O I STORM SEWER 4 908.2 O CO ` I WATERMAIN b4 x 909.0 90� P�i ` I - - - PROPOSED SILT FENCE a°" 908'6 \ 0."� �� - i I x 04.9y -DT DRAIN TILE aI •\`f \ \ -x-x- FENCE 1' 908.0 908.0 I 1 -BSBL- BUILDING SETBACK LINE \ a_ I 2'0 I S 9 k ° i i od•s \ I ' /OO< O til 1 �� • o I +` • J.. / cv ,� ��1 x 908 p SO o 1�. = 2.0 2 o / x 904.0 `,/,�I PROPOS 908.5 w`n i f��o 1O7 0���I G _ g09. I •9008�� R tiA .5 so7.:. 6.0r�0� / • 090 \ 1 / r • S89'S6'08"W • 157.84 �\ \ / / • Ci / x 4x X08; °,pyo' ��c`? " 906.0 x 905.1 I •o o + 1 coo )/,,., cp ,/ N EASEMENT oco ,_$ / ____I \ 4.. 7...13 & U ..._. \ / o N0 w 3 • x 907.6 moo'•�: 51,- I DRAINAGE AND UTILITY EASEMENTS ARE SHOWN A n O \ .. 9079./ k 'Y. N 904,$X 904,5 HEREON 1,KUM RECORDED PLAT AND _ LABELED AS SHOWN Mn r. ;90a l',O�• Cp z 44/ EXISITNG _ ' ; 904- \ Co- o \ N 1 /O RET. WALL io rD ri to O N ,rim nz 2 �� /O. Setbacks LOT z /�, \ o�^ / r ( g02'1 Min.Street Setback=30' 1 �t1�� Net alit' rnI x 01.2 Min.Side Setback=6'Living,5'Garage I ,- �ciV . , o•, --, x l .907.0 5 I. + I °�' - o Building Cover \ o s \ o �' I °' 6 Lot Area =48,145 S.F. / .00-\ Upland Area =37,335 S.F. LOT 2 \ / p q� 904.7 Pond Area =10,810 S.F. \ / p`o' Q,o / 5 10%of Pond Area = 1,081 S.F. • +�' 31.49 "E / O x 899.0 Net Area =38,416 S.F. 909°14'05 • i, 111�/ i "\ i C • O1 House Area = 2,543 S.F. \ Coverage= 6.6% t�4..o -------7-905.7 x p p O SST x 904' � ioi��`a ,, LOT 1 $cr 00� ��S71,g 4 9056 BAR 2302/ x . 4.2 N Development Plan Data-WO A 38.06 -C >$�" • `.'� , .< s ? + . Garage Floor Elevation =911.5 , / 90 •�• , ti 2 �o -� N00'3157"W O >r Basement Floor Elevation =903.5 - • • ;90_ \ •7' / 1 30.00 ' LAKESIDE 5,• • 898 N89°58'08'E ao'' x 897.7 Proposed Elevations-WO / N / x 897.6 Proposed Garage Floor Elevation =910.7(1.5'Drop) COURT • I . Proposed Top of Foundation Elevation =912.2 �r •. ' Proposed Basement Floor Elevation =903.5 / co a, Property Description:Lot 4,Block 1,LAKE SIDE OF EAGAN,according to the recorded plat thereof,Dakota County, Offset Irons Minnesota. (elevations are to the top of pipe) OS#1=902.67 OS#2=904.26 1. Address:3785 Lakeside Court,Eagan,Minnesota 55123. OS#4=908.75 OS#3=907.08 2. Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location 20 10 0 10 20 40 of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages •••= mmili arising out of his failure to exactly locate and preserve any and all existing utilities. SCALE IN FEET 3. Must maintain a minimum 2%slope gradient to accommodate positive drainage. 4. All set offset irons are measured to hundredths of a foot and can be used as benchmarks. I hereby certify that this survey,plan,or report was prepared by me or under 5. The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be my direct supervision and that I am a duly Licensed Land Surveyor under built. the laws of the State of Minnesota. 6. A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are Dated this 3th day of ay,2019. shown unless otherwise denoted hereon. 7. Proposed grades shown adjacent to building foundation refers to top of black dirt. s• C 8. Verify sanitary service invert prior to any concrete work. David B.Pemberton,PLS Minnesota License No.40344 pemberton@sathre.com '4, Section su„,... Section 14-Township 027-Range 023 JOB#:64685-010 REVISIONS FIELD CREW:AT BB BUILDING COVER CALC 05/23/19 JPR Wc., . %N SATHRE-BERGQUIST, INC. CERTIFICATE OF SURVEY DRAWN BY:JPR °, a 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-60004. PREPARED FOR Niro? CHECKED BY:DBP FRS NORTON HOMES DATE:05/06/19 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA157613 Date Issued:08/28/2019 Permit Category:ePermit Site Address: 3785 Lakeside Ct Lot:4 Block: 1 Addition: Lakeside Of Eagan PID:10-44305-01-040 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Alex Carlon 3785 Lakeside Ct Eagan MN 55123 Water Doctors Water Treatment Company 8201 Old Central Ave, Suite F & G Spring Lake Park MN 55432 (763) 535-1800 Applicant/Permitee: Signature Issued By: Signature • • OF Eq n o -41SXE 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax:(651)675-5694 buildinginspectionsacityofeagan.com Address: 3785 Lakeside Ct Permit#: 155953 The following items were/were not completed at the Final Inspection on: 7 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 N J�- Trail / Curb Damage A /4 Porch Z Lower Level Finish Deck ,.,74.e d r,' l D e.0 Fireplace AU/g 4/1-,1,r • 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: