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2902 Skyline DrAddress: 2902 Skyline Dr Lot: 6 Block:2 Subdivision: Delosh Zip: 55121 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON :3 -.../ j --0ff? Yes No Comments Final grade - 6" from siding Permanent steps - garage Permanent steps - main ent Permanent driveway Permanent as X Retaining Wall or 3;1 Max Slope Sod/Seeded lawn Trail/curb damage Porch Lower level finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Fngmeering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. V BUILDING INSPECTOR: CONTRACTOR: Lang Builders 620 Civic Heights Drive 4100 Circle Pines MN 55014 MAR-14-2005 10:47 FROM:AIR MECHANICAL INC 7634341699 TO:7637808511 P:2/2 03/14/2005 09:44 7637808511 LANG BUILDER`S, INC. PAGE 01 sae address: 2 9 U ? k , f A r_ Lot- Brock subd. On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for fmulatbn pmbcton, air tightness, and verheiatbn, yeas adopted, As a result, the City of Eagan is requiring that the folbwfng infartnaton be Submitted prior to issuance of a Ceacate of Occupancy. tE;a --? ThiS strucbua. is tonstnhctad Zo meet hTIL1hTIU111? fBtrMil? of aha Mn ELY Ccda, Chapter 7670 I ? 55 This abuckme lfih bm uclad b meet ?g ?idw ?ulreawts or Cliaptam 7672 ar 7674 APPLIANCE Wetar Nebr Us ELEC kMHVFACTDtSet . MODEL BTU'S VEMTINr3 TYPE Furnace C a . ; S8 Ia-Q- av avow PV 2 Dryer EXHAM SYSTE31 NATION TYP E MOOS CFMs v? xa KaChmh kitchen T o??? Bl y O 881IhIO0m1 z ?? nl wk, , M J Jle- 68 W s0 Bathroom 2 P9a s <r ' t ti«, o c e l 7 0 ?? l3athrvom3 a w e Lx ?nwwsk ie 5'8 5J Bathroem4a iwbarcw F } Noda ? s-a ? Other wait +M? ?nj lsw? Vc ?wr `?.? S??O U3'O ? CE LOCATION 648 tiYOOa MANUFACTURER MODEL OWS OS i level N lobo D -GYrK +t zR 1 IJ c 1O Tfz - a a3 w h/ 34-6 " , This form Is the reeponslte O of the General Contractor. I n9reoy ?knowledff that Me ashore Of=akn is cortact and agree to comply with the Minnesota Energy Gwe and City of Eagan ,di,a.e 6 2004 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan P, n - (e (a 9 e? 3830 Pilot Knob Road, Eagan MN 55122 P P _ G (G q (0 `i 0 Telephone 9 651-675-5675 FAX # 651-675-5694 _tl New Construction Requirements 3 registered site surveys showing sq ft, of lot, sq ft. of house; and all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam & window sizes, poured found design, etc 1 set of Energy Calculations 3 copies of Tree Preservation Plan if lot platted after 7/1193 Rim Joist Detail options selection sheet (bldgs with 3 or less uni 1 ?n n .ll-F -I RemodellReoair Requirements pffice the btriv ? 2 copies of plan C64 afsikm"RecG. ':::5 -N 1 set of Energy Calculafions for heated additions 74ePf6.5'Plw Reci1 :_Y, N, I site survey for additions & decks Irge Pre$.Rexiuired Addition- indicate if on-site septic system A? on;§ile'Septid'aysti3m:''??=.;Y N Io/t 0!,? vO SvYJA?p Sz.v Ati6'_Yr-o G'A 1-a-r1 0 --f- ` Date ) D r)4 Construction Cost JSo DO(7 Site Address K`I l \ t ,a Unit/Ste # ?10Z t Descriptionof Work iVtlJ 4>Ih ! II-r t?d-n Ai,JeAkt? 5; / Multi-Family Bldg - Y \IN Fireplace(s) - 0 1 l - 2 Property Owner Telephone # ( ) Contractor 1 ?t,IlT11? ??C T \r Address (flZD C.iViC-h-e.k(; VA% D2^ CityLrck.Pn?eS State M r,?, Zip SSO14 Telephone # F7b3 ) 7 Pt0 -1705 D COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateeorv I - Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet New Energy Code Worksheet (J submission type) Submitted Submitted Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? ? Y ?N If so, 25% plan review fee applies. Licensed Plumber PfUmbyn! Sx,xc_e yw-ey- M1 Q0S Telephone #(--43) -7?)0-90r-1 I Mechanical Contractor flrc Mr6r xei: ? Telephone #(-jb Sewer/Water Contractor i7-,:Viylicy? °GtcCc.vct? v a Telephone fl-ii,: I hereby apply for a Residential Building Permit and acknowledge that the informatio Q? complet ccur e; that the work will be in conformance with the ordinances and codes of the City of E n and the tatP Statutes; I understand this is not a permit, but only an application for a permit, and wo without a permit; that the work will be in accordance with the approved pl" in th5,case of work which requires a review and approval of plans. Applicant's Printed Name licant's Signature Vypies n x 02 SF Dwelling ? 03 01 of - plex ? 04 02-plex ? 05 03-plex ? 06 04-plex Work Types OFFICE USE ONLY ? 07 05-plex ? 13 16-plex ? 20 Pool ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 12 12-plex Plbg_Yor_ N ? 25 Miscellaneous ?( 31New ? ? 32 Addition ? ? 33 Alteration ? ? 34 Replacement Valuation eve Census Code SAC Units D # of Units !9 # of Bldgs Type of Const V- 35 Int Improvement ? 38 Demolish Interior 35 Move Building ? 42 Demolish Foundation 37 Demolish Building' ? 43 Reroof 'Demolition (Entire Bldg) -Give PCA handout to applicant Occupancy /? 7 - &Z MCES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered 4 Width / Footings (new bldg) Footings (deck) _ Footings (addition) Foundation _ Drain Tile Roof Ice& Water _ Final Framing Fireplace R.I. R.I. _V Air Test Y Final ?C Insulation i a ? 30 Accessory Bldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. ? 44 Siding ? 45 Fire Repair ? 46 Windows/Doors ?Pe?2 REQUIIRE INSPECTIONS Final/C.O. Final/No C.O. Plumbing HVAC Other _ Pool _ Ftgs _ Air/Gas Tests Final Siding - Stucco - Stone Brick _ Windows ]t\ Retaining Wall Approved By: Z Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ?S1?5r ?4?tl? S (I Vow? 1s ,-0 /ip jo (,, / K,/2 4h X30 X 5-?_ Xs y X" ?! /? /OD 26V g 8, q(e c?fo?c? Y5 71 ? MNcheck COMPLIANCE REPORT Minnesota Energy Code MNcheck Software version 3.0 COUNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 8-31-2004 DATE OF PLANS: 8/18/2004 TITLE: # L-24034 PROJECT INFORMATION: CHRIS NELSON & DEB BROWN 2902 SKYLINE DRIVE LOT 6 BLOCK 2 DELOSH ADDITION EAGAN COMPANY INFORMATION: LANG BUILDERS, INC. COMPLIANCE: PASSES Permit # Checked by/Date Required UA = 996 Your Home = 714 28.3% Better Than Code Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-value UA --------------------------------------- CEILINGS ------ 2186 --------- 50.0 ------------------ 0.0 ------- 57 WALLS: wood Frame, 16" O.C. 4924 21.0 2.0 261 BSMT: Conc. 9.0' ht/8.5' bg/9.0' insul 1908 11.0 0.0 111 GLAZING: Windows or Doors, Above Grade 632 0.350 221 DOORS 159 0.350 56 FLOORS: Over Unconditioned Space 320 38.0 0.0 8 FLOORS: Over outside Air 14 38.0 0.0 0 HVAC EQUIPMENT: Furnace, 93.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet t e requirements of the Minnesota Energy Code. "4?6 I Date toll 8 Builder/Designer 0(f(W Cue (PLEASE READ ATTACHMENTS) Development I)Fcos('i 8DD MO t* Lot Number `b Block Number Z Cdi-T TREE R.RESERVAT O Qtry` ` wMIN `,? 7,? VA, CITY OF EAGgNQQ&ESTz l Address xKXX SKI ui NC pp" Builder _ L ;?y1?N?_- F_' uL0'rRS PHONE NUMBER: -7 6S "7,?o - X010 CONTACT: Tree Protection Requirements: _( Tree Protection Fencing Installed On Site Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Retaining Wall Other: Replacement Trees: I)c Not Required As Follows: Attachments: _ Yes No Additional Notes: H:\ghove\2004file\treepres\Tree Preservation Plan Summary-2004 VVIS`®N ? EAGAN m U11 N3 0 C) A N N 0< G....1c 7.p uua• R)§6 Proposed Top of Block 8')4,0 Proposed Garage Floor SGS Proposed Lowest Floor Type of Building - itill B.,se»,e? W>\Ww?' Ltb?? INVOICE NO.. F.B. 293 6577 P.A. SCALE 1'- eO• O Denotes Iron konurnent ? Denotes Wood Hub Set For Excavation Only x000.0 Denotes Existing Elevation Denotes Proposed Elevation -4 Denotes Surface Drainage -a? 1.e Property Located In Port Of 6y 4e O 1 /4. Sec. ? Twp. ?. R. 23. O \ W; f-T sfskf], _ ® a(5 ?, mex; cALE? 26 - 66P ? I ? LOT 6, BLOCK 2. DELOSH ADDITION ? ? O O ? . W; ds ,an. m N 3 TM` I. wt1floal only to His d,o.• n01Aid p~ a v. sunoo, aM nut ti, b r,b gw•nt •.,.+. mat9•as a ow ewsse 3 S p d- This •etl .uft r40 ob sa i skits N ,sad of ntam•een VWd•d by dNnL d den ematkin• mum bs u.n by dint M buntin dm i p } (1 g m me en 7< I hereby a t pt this twr.ey was propaod by me a now d P 5 " my direst wpsvieI. and that 1 am o duly Raglobsod Lan f Surve)- ~ds ttw levee of the State of Idtrme•utn Surveyed by ua this 29th day of Septtxnos 70 04 JOLq,"' p4.5 W U O? fa_D„ a a&L? q,0. h O 8G4,z 0 o ? sa4.9 f rv ffi?0, 'r ,e•ts s_8. r f ? Y O Top Yon.. / s 804.76 / Q ? B15'.g h? o -, anaea I Signed: Milton E. Hytan .Req. No. 2O HY-LAND S RRV ?R ING, 1AND 8700 Jefferson Highway Osseo, Minnesota 55369 PHONE (763) 493-5761 FAX (763) 493-5781 burvrgors mrrtirtraU NOTE: PROPERTY CORNERS SET BY DEVELOPERS SURVEYOR LOT AREA ^ 104,627 S0. FT. HOUSE AREA - 2,684 S0. FT. DRIVE AREA - 5,422 S0. FT. TOTAL HARD COVER AREA - 8,106 SO. FT. W W J m m fr N F- 1> Z ct DT H d ;J 07 H Z P U D CD N w 0a„-lw,...k 'T?1 YU1ri- 4? i J.32-i to- 0 This *awy is oerliflad arty to the aboas named parson or persons and not to subav*amt owners, mortgages or title insurer The o Ny sammo vts ataw+ are tam putts of roewrd of Ma nx9ion provided by orient AN buldhV dkimmai and toor 41evaUms must be. verHlad by dr+t I hereby certify that this surrey Walk prepared by me ar under my direct sipervi", and that i am a duty Rerp"at o lard Surveyor under the laws of to State of W masota. Surveyed by us th$ 29th day of September 20 04 Iy FT. P A INVOICE NO. F.B. NO. 2s5 68373 . a SCALE I'= Bo' 4 Denotes Iron Monument ? Denotes Wood Flub Set For Excavation Only xOOO.O Denotes Existing Elevation Q Denotes Proposed Elevation -4--- Denotes Surface Drainage T°P ? Property Located In Part Of 1! s&i49 1/4, Sec. 4. Two. _Z.7 R. 23, 0 r DEJAIL SCALE: 1'=2V Q 00 8K.'7 r6'?O. . O •O r 0 Tap 2ra„ / `? 0 1 ` Signed: Wilton E. ffmwvmw? 14 70? 4.10 ` O • r . Co a?3 16-,o0 , ` w 2',Oa M O O g6¢.2 . , bkd.5 • 'J8?9 0 -G? B'IQ,.Sb CT- 0 lnn O Vl 60 S ? No. 20262 146 Proposed Top of Block E 8'74*O Proposed Geroge Floor 84?s' Proposed Lowest Floor Type of Building - F-y?1 P>w.sew,e..} V,1a.lYr.??r Gt3c? HY-LAND • SURVEYING, LAND SURVEYORS 8700 Jefferson Highway Osseo, Minnesota 55369 PHONE (763) 493-5761 FAX (763) 4.93-5781 f urur ors Tr iT irate NOTE: PROPERTY CORNERS SET BY DEVELOPERS SURVEYOR LOT AREA - 104,827 SQ. FT. HOUSE AREA - 2,684 SQ. FT. DRIVE AREA - 5,422 SO. FT. TOTAL HARD COVER AREA - 8,106 SQ LOT 6, BLOC( 2, DELOSH ADDITION AUG-26-2004 10:38 FROM:AIR MECHANICAL INC 7634341699 70:7637808511 P:1/9 , tPart B. DEPRESSURIZATION PROTECTION l Check option used: ? Fuel burning equipment (complete schedules below) ? No fuel burning equipment INSTRUCTIONS Step I Complete the Combusliosl Equipment Schedule below. Only equipment '"'£?QY with 2'y (yes) may be selected under the "Category 1,, alternate. Slcp 2. Complete Exhausl/Make-up dfr Schedule on the right if director power vented or solid fuel atmospheric vent space heating equipment is selected. Space heating- nonsolid fool 6 Scaled combustion w tr;..o, Direct or power vented Ty* -nonson4 tact I U Scaled or ? Sealed combustion y ¦ Direct or power vented y Atm herieal7 vented N bet ? Atmospheritally, vented Y' iibf ? Atmo herically vented Y I ? Aynospher Bally von ed y it is 125ra7l4 then mgkc-up as to matcb Part Ct. VENTZLATION nnbzd-Teet.?a: 0?I._hiqua?;•= 1'7'0 'a?td ? ?..: ? ?_ ? .. .... ? 75 -, ?. G3i_ tFb-ai+4o."-15'cd7ii>• cfm C?t00? ? ? _' ?.yEOFiQECior?•usm' ._ - .. . Check method(s) proposed 0Exhaust only _- TION Statement of Compliance; The proposed building design represented in these documents is consistent with the building plans, specifications, and other cideulations submitted with the permit application, The proposed building has been designed to meet the rcqui ants of the Minnesota Energy Code. r. E1-?fi /? 3G to ?i.S; Y3y•77N9 Applicant (print name) ?? Signature bait Telephone number Part Cz. VENTILATION (Submit Part C7 u loon completion of system verifioationt) X -------------- ---- )obSite Address: --- ------ Numb - Permit Number rate must be measured and verified when s' , ed 'sit lieu or the for the ---------------- Compliance Statement; Installed venti ati s s' m an with MN e; pp? vvvCode and is Sized to provide the design ar -04 licant (print name) Si net ro Date Telephone number AUG-26-2004 10:39 FROM:RIR MECHANICAL INC 7634341699 TO:7637808511 "to I IWE?vi?n vivn% lV%f HEATING,CooLING & RADIANT r "Creating Custom Comfort" TO: fki? FS ?a r PROM: BRIAN 113RR'r, 017NIUL1L MANAOBR ur:: l - y a3 , DATE: p THE FOLLOWING IS TIIE INFORMATION YOU REQUESTED FOR THE HVAC EQUIPMENT AND VENTILATION. EQUIPMENT: FURNACE MFC:. C- oa.r r i c*, MODEL: r7' 0 - 1.6 AIR COND. MFG: / MODEL: ?GJC G 0 4 O VENTILATION: AIR-TO-AIR MFG __Vs t MODEL: _ 2. _a Sd s'a SOURCE POINTS: V J 1* (WIRED TO RUN ON LOW CONTINUOUS SPEL::D) BATH FANS I)^ c? ?CFM MPG:_??? LOCATION (-y g,lftl 2)- ze CFM MFG:- LOCATION 4 `; 4- 3)_-Sc> CFM MFG: LOCATION C { 'F? 'r ?? SU G FN( /f,*.., - AN AIR CYCLER FR WILL DE USED FOR VENTILATION DISTRIBUTION THROUGH OUTTHE THE HOUSE_ TILE AIR CYCLER WILL DE WIRED WITH THE FURNACE AN AND BATH FANS (IP APPLICABLE) TO RUN 20 MINUTES OUT OF EVERY HOUR. TOTAL CUBIC FEET OF }LOUSE: 6? z4? X .00583 = CFM NEEDED v c l=n , THERE WILL BE A 6" FRESH AIR IN THE UTILITY ROOM FOR THE WATER HEATER. ADDITIONAL NOTES: A WIRING DIAORq H6 6111 C%Ql ER WILL BE INCLUDED P-2/9 North: 16411 Aberdeen St. NE, Ham Lake, MN 55304 • (753) 434-7747- (763) 434-1699 fax- www.airmechanicaline.com South: 2795 Highway 55 E • Eagan, MN 55121 • (651) 452-2025 • (651) 452-6925 fix, www.,adiant.concepts.corn RUG-26-2004 10:39 FROM:AIR MECHANICAL INC 7634341699 70:7637808511 P:3/9 -Advanced Contpois AirCycler Model FR The AirCycler Model "FR" A low cost device attached to the air handier cabinet and connected to the low-voltage thermostat wiring block inside the air handler. By periodicallyoperating the Central heating and cooling system fan, AirCycler improves the effectiveness of the temperature control, humidity and filtration system in a house. Doing so "averages" the air temperature conditions throughout the house, helping to eliminate stagnant and uncomfortable air that a thermostat can't detect. What's "smart" about A/rCydertm is that it turps the house fan on only after a selected period of time during which the central system fan has not operated. meet AirCycler Applications: ? Ventilation systems ? Enhanced Temperature Control ? Enhanced Humidity Control ? Air Cleaning Systems Voltage. 1 24 VAC Cup to 30 Vac m&%) rnace Fan On/Off me Selection tton Minute Adjustment Down Button The AirCycler Model "FR" control will operate the air handler unit fan for a selectable ran ON time if the fan has been inactive for a selectable Fan OFF time. FAN ON and OFF delay settings "FR' Model: 1 to.199 minutes in 1 minute increments, plus an Unlimited setting for both ON and OFf. Nate-. The AirCycleR ONIOFF function enables or disables the fan recycling function, but all thermostat control signals operate normally regardless of the switch position. All Outputs protected by a 3A self-resetting first. Impossible to damage with wiring errors. Figure 7 Moclet "FR" Wiring Diagram (Basic Use) Thermostat AirMandlertsn(t AhCyderModel 4FR• (heat) w w (heat) wt r24 VAQ R. R (24 VAQ R (tan) G Gt G (fan) e a Gf C (24 VAC tomm"aj e e, c r otrsc e wire mrc connection . A screw terminal m c R L U OZ Q 0 0 ? ? ,ff ? ? n ? V 11 ? ? -YJ .? ? ? 'W ? ? LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: ?.o+ toy 3?oc,K Zi ?e oSl1 ?? DATE OF SURVEY: 5°129114 LATEST REVISION: DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) • Directional drainage arrows with slopelgradient %-S6tJ JPW"it Af(O sILlWAw pt1$c1 01-A+ • Proposed/existing sewer and water services & invert elevation l • Street name 'S • Driveway (grade & width - in RM and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS ? ?l 0 ? ? Existing • Sewer service (or Proposed) • Property comers • Top of curb at the driveway and property line extensions • Elevations of any existing adjacent homes • Adequate footing depth of structures due to adjacent utility trenches • Waterways (pond, stream, etc.) Proposed "o ? ? • Garage floor OK ? 0 • Basement floor .0 ? ? • Lowest exposed elevation (walkouVwindow) .rte ? ? • Property comers .9 ? ? • Front and rear of home at the foundation PONDING AREA (if applicable) ? J6 ? • Easement line D ,? ? • NWL ? 00 ? • HWL ? 'z ? • Pond # designation ? 'R ? • Emergency Overflow Elevation ? ;A ? • Pond/Wetland buffer delineation DIMENSIONS ? ? • Lot lines/Bearings & dimensions ? • Right-of-way and street width (to back of curb) -z ? ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ? ? Show all easements of record and any City utilities within those easements .? ? ? • Setbacks of proposed structure and sideyard setback of adjacent existing structures j? ? • Retaining wall requirements' any_ 5 t t bon C>r ?? Llall QNd rop'$edvt F-1 ! J Jt- gv?d5 a o aM.?W trL 7t ?f e1Q , 3 l Reviewed: ?l((?t{?fSe?e 16 ??( ?tsfl• G:/FORMS/Buil . Name Date ding Permit Application Rev. 12-16-03 QA bts-R, F i W S Zgoz S k?L Hebr,. 3:1 Maximum Slopes or Retaining Wall Will Be Required E INSWL EROSION @&MKU am SOD f Tap &IV4- ®1- ets?,92 `e ¢:y1.?a? sty 32 9" 4? re°.c.11. r1 S'o , 9& 4.41 LO 6, 814,5 Proposed Top of Block 8')470 Proposed Garage Floor 8f•? Proposed Lowest Floor Type of Building - Fy ?? ys?.bew,ew?' U3c- 0'-1 HY-LAND SURVEYING, P.A. LAND SURVEYORS 8700 Jefferson Highway v `- n HEMMED " ' OOsseo Osseo, Minneso ta 55369 Lf n ? U U? U PHONE (763) 493-5761 FAX (763) 493-5781 Ourvrgars (drrtifiratr NOTE: PROPERTY CORNERS SET BY DEVELOPERS SURVEYOR a nos +, co c? n LOT AREA - 104,827 SO. FT. HOUSE AREA - 2,684 SQ. FT. \\ \ DRIVE AREA - 5,422 SQ. FT. TOTAL HARD COVER AREA - 8,106 SQ. FT. 0?? t 30 ? \ S , I I I n ` 1\ I I \ P ( 1 1 I =v 1 1 ? Is 1? .e 1 ? _ I o. .S7e.n??o-Y4 ?4.4r Coo 12t9 (.+- a? 1Jw? s2 6.aV. a B?,r.? 2, DELOSH ADDITION I I I 30 I 1 I K _A88.17 This survey is certified only to the above named person or persons and not to subsequent owners, mortgages or title insurers. The only easements shown are from plats of record of Information provided by client. All building dimensions and floor elevations must be verified by client. I hereby certify that this survey was prepared by me or under my direct supervision, and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Surveyed by us this 29th day of September 20 04 Pew. 0?+. 7, 200¢ \ i# I I I = I g 106.60 ?!1 Bye INVOICE NO. 28059 F.B. NO. 295/68&73 SCALE 1"= 80' O Denotes Iron Monument 0 Denotes Wood Hub Set For Excavation Only x000.0 Denotes Existing Elevation Denotes Proposed Elevation -*- Denotes Surface Drainage TPa^ Property Located In Part Of s s? 48 O 1 4 Sec. 4 Twp. 27 R. 23. O SfocA- 16 T^ ®r SCALE: 1 =20' O 44 V CO O? a Q ? a /? 866!1 0.. e.psd O P,b n; g?n'Byjk B7a O ToP Yvor ? 864,76 ? B 6 O ej4 Signed: Milton E. Hyl f4s 6 o? a 10'0., . ¢'?O V a EA-C-74.3 O g6¢. z 0 ' e?,0 ti 82S.,) O B'14.So Reg. No. 20262 MAR-14-2005 09:50 FROM:AIR MECHANICAL INC 7634341699 TO: 7637808511 P:2/2 03/1412005 89:44 7637888511 LANG BUILDERS, INC. PAGE 81 Eli W M: U S k. { , t , Let__,_ Block_ Subd. Od April 15, 2000 the Minnesota Energy Code, Category I Budding Requirements for insulation pmtec iw, air tightness, and ventilation, was adopted, A9 a result, the City of Eagan is requiring that the following information be submitted prioriD issuance of a Cerfdfeate of Occupancy, 11116 - Ala This shin k cmrsbucted to meet rrunimum requiemems of the Mn Ener?yCode, Chapter 7670 HAls - OR X This Shy' M b-8wR*L w b meet more rewctive requirements or Chapters 7672 or 7674 APPLWNCE 8AS t L MANUFACrURFR MOOEl STUS TYPE wgtsr Heater h e J P 5v 1?1 41 ovo G r ?? Furnace (? CCU. cr S$if te?0-?0 2CJb<f? J? Q Dryer , EMAUSTSYBTEM LOCATION TYPE MODEL CFb7e VENTED YES No Kitchen Mohan Bath morill t .? Exl, ?8b' sa mom Bathroom 2 Ma:i?r L ?k?f d TJ7 70 v 8elhro0m 3 - 'c Urti,-ws? eA b ve SJ Batltroom4 ( & Arcs ? i Iti a t?sL ?a SJ Oilier 'e .ri /? R• iv V? I?sr `?.t7 So?O 180 F LOCH = US woo0 MANUFACTURER MODEL MS VENTING MREU ATMOS a -t- - 4;wQT-lz-nAle ?? e/ S I?•' LSD - 3 f5" ?? 're'G Da* Ttds form Is the reBparsibft0f the General Contractor. I Hereby acknowledge that the 00ve Infomrafidn is correct and agree to oompty WM the Minnesota Energy Code and City of Eagan ,wMUYmnnwb, R 7637808511 01/17/2005 10:09 7637808511 LANG BUILDERS, INC. V ?!)awWVifGI / oia 620 Mato ;6ef a V44W 5'a, !00 t9iGede Fires. ? SSOl4 off, f768) TPo-9090 : tMg) 78o-95!! City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 January 17, 2005 RE: 2902 Skyline Drive Dear Scott Plumbing Inspector, Enclosed are the specs for the lift station that is installed at 2902 Skyline Drive. The Homeowner is a where of this and we have talked to the plumbing company they said this is what is used for a long run to the street. If you have any question please call me at the offjer, 763-780-9090. PAGE 01 lang Builders, Inc 7637808511 01/1832005 10:06 7637808511 LANG BUILDERS, INC. s?'u?err?, ?ice. 620 &&& ,?e*" V4&r' .sam IOO &4e& Ptau. ft4"Weata 55014 OA(ez& (T63f 78D 4D40'?aeeC [t: (76-VI M&S-5/1 7f/e?atte.• aanevaa.?.eswm City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 January 17, 2005 RE: 2902 Skyline Drive Dear Scott Plumbing Inspector, Enclosed are the specs for the lift station that is installed at 2902 Skyline Drive. The Homeowner is a where of this and we have talked to the plumbing company they said this is what is used for a long run to the street. If you have any question please call me at the office 763-780-9090. PAGE 01 John Schmidt Lang Builders, Inc Limited Warranty 1000 Series, 2000 Series, AMGP Environment One Corporation offers a limited warranty that guarantees its product to be free from defects in matenal and factory workmanship for a period of two years-from the date of installation, or 27 months from the date of shipment, whichever occurs first, provided the product is property installed, serviced and operated under normal conditions and according to manufaoturer's instructions. Repair or parts replacement required as a result of such defect will be made free of charge during this period upon return of the defective parts or equipment to the manufacturer or its nearest authorized service center. uodMNUmaer:A S81'181 Num ber.217512 aatidllll)ll gl Irgoaftfim Bats! - SEWER SYSTEMS *41 m 01/18/2005 10:06 7637808511 LANG BUILDERS, INC. PAGE 02 R 2M "ftw + Rd • N~m NY USA 123M QDI) 518.348.6161 • aww_eaO-Mn 01/18/2005 10:06 7637808511 LANG BUILDERS, INC. PAGE User YpSt =dons for the Fnv1ronnvj ?> R . PUM 4 03 oongr onywFrrAmnmWOne rpurnpbTmsmwftWnh properodroandbyfalkmftafewgu IMYpurgdnderPJMPwill pipe you years of d service. Care Md use of your Griner P=p The Ernrhornnent One grinder pump a wide rents of ma%dals. RNUWOrY a9 adAse OW UN followaltg items should not be Intm& oed.into OW 8ftW. Sprier dira* Orthrou9b a kitchen waste dlaposal unit: - also Diapers, socks, rags or cloth mew Plaft objects (mlu. utensils. et0.) 9eafoodshells gankmyn ortarrWM QoldB®Fratone My In addition, You must never antrafuaa "Y' aftDng dtthniaals Moo"Ass mMtWW Gsollns rLo- '1[, dlarworgrease perio& of Disuse If your home or bolding is left unocaMied for Iorugarf wn a Owuda Of weeks, perform the Morrarlg procedure: pur9a its system. Run dean water into the unit until the PUMP Moilvam. Immediately turn oft the water and allow 111W grinder Pump to qau until it OMM off automedaasY, l]upbx Untm. dal attgnoon must betaken to ensure that 1301111 pumps tum on amen dean vretar Is added to the tank- 0aution: Do not discommOt Pewx W WO unn Power Failure WtthatfeletcelPor Your grinder pump cannot dispose of was a mintrnurn. If eleobtosi pourareervacaisinterrupted. keep pump Failure Alarm grinder Your qWWonMWd one pwnp has been n,?ufaca,redto t> an alarm84PW (120 VOIt) an the event of a high waler is o in connected bat" to an The iltslaller must see that ths alarm signal Provi sudne, andmrvWjW alarm in such a mameras to proAde ads4ulta rrMM to the lserthat serv a as regwad- Dudng the into" prior IA the arrival of an auttaized.smvioetechnkian, Waterusaga must be Willed to the reawrve' ky of the tank. Genetral Informatlon in ardor to provide you with suitable ,pasisi&%ter disposal, Your home is served by a IoW pressure sf' system, TM IMY etarnard in the: system as an Erwironment One grinder pump. The tank oodects all solid materiels and d kwd from the house. The sand rttaterials are then ground to a amell sizo euffable for pumping as a slurry with the Ofluert Water. The g IMW PUMP = pump pressure to pump tins stuffy from Your home to tlt0vraetesvrabar reoelving line and/or disposal Plant ror Wrvta% pima eau your WWO "ftu or: 19 -' Sc4-4- q+ G,i) d-? 6? cfr,- `7? ? z7 810 90q( C' 1c, <<(67 I GP 2010 TYPICAL INSTALLATION INSTRUCTIONS & WARRANTY INFORMATION Environment One Grinder Rump Feature Identification 1. GRINDER PUMP BASIN - High density polyethylene (HDPE). 2. ACCESSWAY COVER - FRP 3. ELECTRICAL QUICK DISCONNECT (EQD) - Cable from pump core terminates here. 4. POWER AND ALARM CABLE - Circuits to be installed in accordance with local codes. 5. ALARM PANEL- NEMA 4X enclosure- Equipped with circuit breakers. Locate according to local oodos. 6. ALARM DEVICE - Every installation is to have an alarm device to alert the homeowner of a potential malfunction. Visual devices should be placed In very conspicuous locations. 7. INLET - EPDM grommet (4.6" ID). For 4.5" OD DWV pipe. 8. WET WELL VENT - 2.0" tank vent, supplied by factory in units with accessways. 9. GRAVITY SERVICE LINE - 4" DWV, (4.5" OD). Supplied by others. 9a. STUB-OUT - 4" X 5' Long watertight stub-out, to be installed at time of burial unless the gravity servioo line is connected during installation. Supplied by others. 10. DISCHARGE VALVE --1-1/4" Female pipe thread. 11. DISCHARGE LINE -1-1/4" Nominal pipe size. Supplied by others. 12. CONCRETE ANCHOR - See Ballast Calculations for specific weight for station height. Supplied others. 13. BEDDING MATERIAL.-6" minimum depth, round aggregate, (gravel). Supplied by others. 14. FINISHED GRADE - Grade line to be 1" to 4" below removable lid and slope away from the static 15, VENT - indoor installation. See section 6, Venting, on page 6. 16. VALVE - Full ported ball valve. Recommended option; for use during service operalions. Supplie6 others. 17. CONDUIT- Vor 1-1/4", material and burial depth as required per national and local codes.' -' Conduit must enter panel from bottom and be sealed per NEC section 300.5 & 300.7. Supplied {> others, 18. UNION -1-1/4° or compression type coupling. Supplied by others. (Do not use rubber shat. hose clamp type coupling.) 19. VALVE -Ball valve, must provide a full-ported 1-114" round passage when open, 20. REBAR - Required to lift tank after ballast (concrete anchor) has been attached, 4 pig spaced around tank. 2 w? r: . FAILURE TO COMPLY WITH INSTALLATION INSTRUCTIONS WILL VOID WARRANTY INSIDE (ON SLAB) 3 The will service. The following instructions' define:th -' recommended`P"Loi coo e..,We installing theVodet,20TV =..== , Grinder Pump. Those' instructions cover the installation of units with and without accessways. This is a sewage handling pump and must be vented in accordance with local plumbing codes- This rump is not to be installed in locations classified as hazardous in accordance with National Electric. Gods, ANSI [NFPA7a: Afl;pipicig;~ -electrical eyvisme'milst;baan! compliance with appliopble local and staie:'co_de&-, :.. '' the homeowner. be used at instalmon.;`, 2. TAWi11!YSTALLO(ft,.1, connecting the 4" DV4V (4.60" outside Dias) incoming sewer drain. Other inlet types and sizesare optlonal'(caution 40 DR=35 pipe is of smaller diameter and won't create a water tight joint with the standard grommet). Please confirm that you have the correct inlet before continuing. If a concrete ballast is attached to the tank lift only by the lifting eyes, (rebar) embedded in the concrete. Do not drop, roil, or lay tank on Its side. This will damage the unit and void the urarranty for Model 201 0 Grinder Pump it the tank has no accessway (Fig.1 b) (Indoor Inefsitation): The pump may be installed on or in the basement floor (see Fig. i b). If the tank is to be set on the floor it must be a flat and level bearing surface. If the tank is to 90 into the basement floor, it must be anchored to prevent unit from floating due to high ground water (see Chart 1, page 12 for weight). If the tank is to go In the floor: A hole of the correct width and depth should be excavated. The tank must be placed on a 6° bed of gravel made up of naturally founded aggregate;: clean and #r.fiovVjng;with . m.Lftie siie.iiotAee than 1t8 Figure 2a 30 AMP BREAk6R °' 12ovF NEU7Rf N ¢ROUr The wet well should bo leveled and filled with water prior to pouring the concrete to prevent the tank from shifting. If it's necessary to pour the concrete to a level above the inlet, the inlet must be sleeved with an 8" tube before pouring. There must be a minimum clearance of three feet directly above the tank to allow for removal of the pump core. If the tank has an aceessway (Fig. i a): Excavate a hole to a depth. so that the -removable cover extends above the finished grade line. The grade should slope away from the unit. The diameter of the hole must be large enough to allow for a concrete anchor, place the unit on a bed of TO m - a m n 120 VOLT WIRING elf, gravel, naturally rounded aggregate, clean and tree flowing, with particles not less than 118` or more than 3/4" in diameter. The concrete anchor is not optional. (Sea Chart 1 on page 12 for specific requirements for your unit) The unit should be leveled and the wet well filled with water to the bottom of the inlet to help prevent the unit from shifting while the concrete is being poured. The concrete must be vibrated to ensure there are no voids. If it is necessary to pour the concrete to a higher level then the inlet, the inlet must be sleeved with an e" tube before pouring. If your unit is a model tailor than 03" it may bo shipped in Figure 2b 30 AMP BREAKER 6 24VV! c NEUTRI OROVI two sections, requiring field assembly. See Field Joint Assembly Instructions on page a for additional information. 3. INLET PIPE INSTALLATION: Mark the inlet Pipe 31/2" from the and to be Inserted. Inlet pipe should be chamfered and lubricated with a soap solution. Lubricate the inlet grommet with soap solution as well. Insert the pipe into the grommet up-to the 31/ 2" mark. Inspect to ensure the grommet has remained intact and in place. 4. DISCHARGE: The use of 1-114" PVC pressure pipe Schedule 40 and polyethylene pipe SDR 11 or SIDR 7 are recommended. If polyethylene is chosen use compression type fittings to provide a smooth TO z ?" i m M 3 m K [7 0 240 VOLT WIRING inner passage. It is recommended that a Redundant Check Valve Assembly (E/One part no. PCO061 GXX) be installed between the pump discharge and the street main on all installations. Never use a ball type valve as a check valve. We recommend the valve be installed as close to the public right-of-way as possible. Check local codes for applicable requirements. CAUTION: Redundant check valves on station laterais aril anti-siphorVcheck valve assemblies on grinder pump cores should not be used as system isolation valves during tine tests. If the tank has no ancessway: (Indoor Installation) The discharge connection is a 1-1/4" male NF'T. The discharge piping must incorporate a shut-off valve and a union with a minimum pressure rating of 160 PSI, or a suitable piping disconnect to allow for removal of the pump core. The valve should ln3 of the type that provides a full-ported passage (i.e. a ball or pate valve). A standard 1-1/4" union ora compression type coupling should be used as a disconnect joint. If tho tank has an accessway. There is a ball valve and a quick disconnect pre-installed in the accessway. There is a 1-1/4" tamale NPT discharge connection on the outside of the tank 41 ° above the bottom of the tank. 5. BACKFILL REQUIREMENTS: Proper backflll Is essential to the long term reliability of any underground structure. Several 5 methods of backfill ate available to produce favorable results with different native soil conditions. The most tilghly recommended method of backNing is to surround the unit to grade using Clary 1 or Class It b-ftokfill-material as def dad iii-A TAA.2321. Class 01 'recommeadetl'yNA?ere7iost': " heave is a ooncerri,Gass' IB is a better•chbioe-wwhen ftw nati+ieseit [rid?oxh crushed stone offeraan "added benefit'in that it needs minimal compaction. Class f1, naturally rounded stone, may require more compactbe effort, or tamping, to achieve the proper density. It the native soil condition consist of clean compactible soil, with less than 12% fines, free of ice, rocks, roots, and organic material it may be an acceptable backfill. Such soil must be compacted in lifts not to exceed one foot to reach a final Proctor Density of between as% and go%. Non- compatible days and slits are Dot suitable backfill for this or any underground structure such as inlet or discharge lines. If you are unsure of the consistency of the native soil it is recommended that a geotechnical evaluation of the material be obtained before specifying backfill. Another option is the use of a flowabie fill (i.e., tow slump concrete). This is particularly attractive when installing grinder pump stations in augured holes where tight clearances make it difficult to assure proper backfiifing and compaction with dry materials. Flowable fills should not be dropped with more than four feet between the discharge nozzle and the bottom of the hole since this can cause separation of the constituent materials. 6. VENTINGt The unit must be properly vented to assure correct operation of the pump. If you have an indoor unit it can be vented through the 2° port supplied at the top of the wet well`or through the incoming sewer line with a 2N pipe (the vent must be within four feet of the grinder pump, and before the first change of direction fitting). The outdoor units are supplied with a vent pipe from the wet well to the top of the accessway. Failure to properly vent the tank will result in faulty np®ration and will void the warranty. Figure s 7. ELECTRICAL CONNECTION: (Supply panel to EJOne Alarm Panel) Before proceeding verity that the service voltage is the same as the motor voltage shown on the name plate. An alarm device is to be installed in a conspicuous location where it can be readily seen by the home owner. An alarm device is required on every installation. There chaff be no exceptions. Wiring of supply panel and Environment One Alarm Panel shall be per figures 2a and 2b, Alarm Panel wiring diagrams and local codes. 8. ELECTRICAL CONNECTION: (Pump to Pastel) (Fig. 4) The Environment One GP2000 grinder pump station is provided with a cable for connection between the station and the alarm panel, (The Supply Cable). The supply cable is shipped inside the station with a small portion fed FILL TO GRAG_ WITH CLEAN COWACTAaE RACKFILL. 5? AS PEA GRAVEL OR OFVS ETON 1/8' - 514' IN SEE CLAY OR SILTS ARE _T_ ACVTAELE BACKFILL. PRE-CAST POURED N-PLA CONCRETE ANCHOR TYPICAL IN-GROUND SECTION VIEW through the cable connector mounted on the wall of the fiberglass shroud. The supply cable, a six conductor tray cable, meets NEC requirements for direct burial as long as a minimum of 24" burial depth is maintained. Those portions of the cable which have less than 24" of cover must be contained in suitable conduit. This includes the vertical portion dropping to a 24' depth at the station and the length rising out of the ground at the control panel. NOTE. Wiring must be instaifedper national and local codes. Conduit must enter panel horn bottom and be sealed per NEC section 300.5 8 300.7. ft Procedure for Installing ElOne supply cable: 1) open the lid of the station, Locate the cable and the feed- thru connector on the wall of the shroud: If the station has a field joint and was delivered in SupRly Cable VyltELM De6w: 120 VAC Pump = .195 Volts per Foot of Cable 240 VAC Pump = .098 Volts per Foot of Cable (Maximum Recommended Length = 100 Feet) LE Tu" TYPICAL SUPPLY CABLE CONFIGURATION two pieces be sure the 2 halves of the EQD are securely assembled together. Loosen the nut on the connector and pull the supply cable out through the connector until it hits the crimped on stop feature on the cable, approximately 24' from the EQD. "*IMPORTANP All but 24" of the cable must be pulled out of the station, and the portion of the cable between the EQD and the molded in cable breather should be secured in the hook provided to ensure that the pump tuncUons propedy. Do not leave the excess cable in the station. 2) Retighten the nut. This connection must be tight or ground water will enter the station. 3) Feed the wire through the length of conduit (contractor provided) which will protect it until it is below the 24" burial depth. 4) Position the conduit vertically below the cable connector along side of the station reaching down into the burial depth. Attach the small fiberglass guard (protective shroud) provided with the station to protect the exposed cable where it enters the station. Four self tapping screws are provided. 5) Run the cable underground, in a trench or tunnel, to the location of the El One panel. Leave a 6-12 inch loop of cable at each end to allow for shifting and settling. Connections made at the panel are shown in the panel wiring diagram (Fig. 2a and 2b). 9. DEBRIS REMOVAL: Prior to start-up test procedure, the core must be removed and the incoming sewer line flushed to force all miscellaneous debris into the tank. Next, all liquid and debris must be removed. Once tank is clean, re-install the pump and proceed with the test. io. TEST PROCEDURE: When the system is complete and ready for use, the following steps should be taken to verify proper installation and operation: a) Make sure that the discharge shutoff valve is fully open. This valve must not be closed when the pump is operating. In some installations there may be a valve, or valves, at the street main that must also be open. b) Turn ON the alarm power circuit breaker. c) Fill tank with water until the alarm turns ON. Shut off water. d) Tum ON pump power circuit breaker; the pump should turn on immediately- Within one minute the alarm will turn off. Within three minutes the pump will turn off. Field Joint instructions IT IS EXTREMELY IMPORTANT THAT THE JOINT IS SEALED PROPERLY BEFORE BACKFILLING. EXCAVATING A UNIT FOR REPAIR IS VERY EXPENSIVEAND CAN BE EASILY AVOIDED BY USING PROPER CAUTION DURING THE FOLLOWING PROCEDURE. Parts included in Field Joint Kit: Identify all parts before proceeding with installation. (16) 3/8-16 X 1-1/2 long screws (16) 3/8-16 Elastic Stop Nuts (32) Flat WtLbhers (1) Length Sealant (Sika) Tape (1) Hole Punch (1) Vent Pipe Extension 1) Carefully clean and dry both accessway flanges with solvent IMPORTANT- Sealing surfaces must be dry to ensure the sealant adheres correctly. 2) Starting at one hole of tank flange, apply two layers of Sika Tape around the inside half of the flange. Align the outside edge of the tape with the bolt circle. Move to the adjacent hole_and apply one layer of Sika Tape around the outside of the flange. Align inside of tape with the bolt circle. Remove thp. backing paper as you lay the adhesive on the flange. Do not stretch Slka tape during application, it may result in a leak. The tape should overlap at the and by approximately 1/2 inch, as shown in Fig, 5a. If a section of Sika Tape is misapplied, the bad section may be out out and replaced. Cut away the poorly laid portion cleanly with a knife and be sure to over lap the tape at each and about 1/2 inch. 3) Using the toot provided, punch a hole through the tape at each of the 16 existing bolt holes in the flange. be careful to keep the exposed sealant dean and dry. 4) Insert three of the sixteen 3/8-16 x 1-1/2" long bolts, with a flat washer, into the flange attached to the upper part of the 4coessway. These will act as guides while aligning the bolt pattern of the two flanges. 5) Support the upper acoessway section a few inches over the tank with the green stripes on each lined up. Once aligned, lower the upper section onto the mating flange using the three bolts to guide it to the proper position. See Fig. 5b. 6) Insert the remaining 13 bolts with flat washers into the flanges. Place a flat washer and elastic stop nut on the end of each bolt, tuming the nut on just enough to hold the washer in place. 7) Tighten up the bolts until the sealant begins to squeeze out f rom between the flanges. To ensure a consistent, sturdy seal tighten them in the following sequence: 1, 9; 5, 13; 3, 11; 7, 15; 2, 10; 4,12; 0, 14; 8, 16. Always be sure to tighten one bolt and then the bolt at the position 1809 from it, see figure 1 for position numbers. 8) Using the some sequence as in step 7 tighten each bolt lu 60 in-tbs. Visually inspect the joint, each bolt and each nut should have a flat washer between it and the flange, and a uniform amount of sealant should be protruding from the seam along the entire perimeter. In the event that there are any voids in the sealant, the joint may leak. Take corrective actions If necessary and be sure that the Joint is leak free before continuing. 9) Install the vent pipe extension piece which was shipped inside the upper piece of the actessway. Push the extension pipe into the bell mouth fitting on the pipe installed in the wet well tank. Be sure the pipe is seated correctly. Slide the top entl of the extension pipe into the reoeptaolo on the bottom of the lid. Figure bb Figure 5a Lifting Instructions L FAILURE TO FOLLOW THESE INSTRUCTIONS COMPLETELY WILL VOID THE WARRANTY. 1. Transporting unit to installation site: Always lit a unit from tho bottom for the purpose of transportation. The station should be received attached to a pallet for this purpose. Never roll a station or move It on its side. 2. No !ethos[ (to be poured in place): If the concrete anchor is to be poured while the station is in place lift the unit using 2 nylon straps wrapped around the accessway making a sling, as shown below. Keep station oriented vertically to avoid any damage. Only lift from the acoessway to put unit in hole, not for moving any distance. 3. Prcoact Ballact: Never lift a station that has a ballast attached by any means except the rebar. The weight of the concrete will damage the station If you attempt to lift it from any part of the station. E/4ne Series 2000 Grinder Pump Station Ballast Calculations Any buried vessel that is submerged, or partially submerged; in water will be acted on by an upward buoyant force that attempts to return the vessel to a non-submerged state. The magnitude of this buoyant force is equal to the volume of the vessel that is submerged multiplied by the density of water. On most in-ground installations a ballast, or concrete anchor, of proper volume and weight is required to resist the buoyant force. The amount of ballast required for a given set of installation site conditions may be calculated as follows. I nstauatlon-5ite Assumptions 1. Low water table -under worst case groundwater or flood conditiuns only the wet well portions of the FJOne grinder pump stations will be submerged. 2. Backfill materials are per FJOne Installation Instructions (Models 2010, 2012, 2014, 2015 & 2016). 3. The consulting engineer should perform a soil test to determine if the assumptions that have been made are valid for the specific installation site. If the site conditions differ from these assumptions, then the consulting engineer must reviso the calculations as shown in this document. Physical Constants 1, Density of Water = 62.4 lb/cu It 2. Density of Concrete = 150 lb/cu ft (In alr) 3. Density of Concrete = 87.6 lb/cu ft (in water) 4. Density of Dry Compacted Backfill - 110 lb/cu ft 5. Density of Saturated Backfill = 70 lb/cu ft Procedure A. Determine The Buoyant Force Exerted On The Stauun 1, Determine the buoyant force that acts on the grinder pump station when the wet well is submerged in water. 2. Subtract the weight of the station from the buoyant force due to the submerged wet well to determine the net buoyant force acting on the station. B. Determine The Ballast Force Exerted On The Station 1. Determine the ballast force applied to the station from the concrete, saturated soil and dry soil- C. Subtract The Ballast Force From the Buoyant Force. 1. Note - If the installation site conditions are different from those listed above, the consulting engineer should recalculate the concrete ballast. Ballast Calculations The following calculations are to outline the areas used to determine the volumes of the different matorials for the ballast. All aections referred to in the calculations are marked on the aooompanying drawing. 10 E./One Series 2000 Grinder Pump Station Ballast Calculations Sample Calculation GP 2010-93 Station Volume of Station Wet Well =132 cu ft Station Weight = 270 Ib Station Height= 91.8 in A. Buoyant Force 1. The buoyant force acting on the submerged GP 2010-83 Is equal to the weight of the displaced water for the section of the tank that is submerged (wet well). Fpm, _ (density of water)(volume of 2010-83 wet well) _ (62.4 Ib/cu. ft)(13.2 cu. ft) = 823.7 lb 2. The net buoyant force acting on the station (F,. ) is equal to the buoyant force (F....) minus the weight of the grinder pump station. = 823.7 lb - 270 lb = 553.7 lb B. Ballast Force 1. Determine the volume of concrete (if applicable) & soil (saturated and dry) Section I: Used To Determine The Volume Of Concrete Area = (Height)(Width) = (10')[(36" - 26.4")/2] 48in` Volume= (Area)(Average Perimeter of the cylinder) _ (48in2)(tc)((36" + 26.4')/2) _ (4704.8 in3 )(1/1728 ft°ln3p = 2.7 ft' Section II: Used To Determine The Volume Of Saturated Soil Area = (Height)(Width) _ (26.5")[(3&'- 26.4'7/21 = 136.8in2 Volume = (Area)(Average Perimeter of the cylinder) (136.81n2)(7c)((36" 1 26.4")/2) _ ( 13408.8in3)(1/1728 ft3ftn3) W 7.8 fts 11 Mne Series 2000 Grinder Pump Station Ballast Calculation Sample Calculation GP 201043 Station Continued Section III: Used To Determine The Volume Of Dry Soil Area - (Height)(Width) = (50.31n)((36in - 26.4in)/2] = 241.4in2 Volume = (Area) (Average Perimeter of the cylinder) = (241.4in2)(a)((W + 26.4')/2) = (23661.5 Ina )(1/1728 ftg/in) = 13.7 ft9 2. Determine the combined ballast Ballast (total) = Ballast (concrete) + Ballast (saturated soiq + Ballast (dry soil) = (V.,)(densiiy concrete In water) + (V,,)(density wet soil) + (V.)(density dry soil) = (2.7 cu ft)(87.6 lb/f?) + (7.8 cu ft)(70 lb/ft) + (13.7 ou ft)(110 Ib/ft') = 236.5 lb + 548.0 lb + 1507.0 lb = 2289.5 lb C. Subtract the buoyant force from the ballast force to determine the final condition Final Condition = Ballast Force - Buoyant Force 2288.6 lb - 553.7 lb _ =1735.8 lb The approach outlined above may be used to calculate the ballast requirements listed below. GP Model Wet well Volume (cu ft) FNet- Buoyant (lb) Station Weight 013) Fballast (Ib) Volume Concrete (cu ft) Weight Concrete in Air (Ib) 2010-61 13.2 582.7 241 1332.5 2.7 405 2010-74 13.2 568.7 254 1717.5 2.7 406 2010-93 13.2 553.7 270 2289.5 2.7 405 2010-124 13.2 5437 280 3213,5 2.7 405 2010-129 13.2 523.7 300 3367.5 2.7 405 2010-158 13.2 498.7 325 4238.5 2.7 405 2010-160 13.2 494.7 329 4291.5 2.7 405 Chart 1 12 aM ? f %v t ,4?' w4 SO C B TO BALLAST 2010 -93 ANGLE OF V76.4 ANGLE OF REPOSE REP05F SECTION M st.e 78.8 SECTION II 28.5 i /? _ • \ \ SECTION 2 tD.D \ ~ CONCRETE ANCHOR (405 LBS./2.7 CU FT) VNDISTURBEO 036.0 ?? NSF 5 A EARTH ORL - 10/22/01 - 7/58 OR BY CHKID DATE ISSUE SCALE SECTION III CRY SOIL (ACCESS WAY) ® SECTION U SATURATED SOIL (WET WELL) sEWEmum H SY8TEM8 I IIUN ,l URMA SECTION I CONCRETE ANCHOR 2 dALL01O SERIES ERIES OI ROUND AGGREGATE (GRAVEL) 13 Adjusting the Height of a 2000-Series Grinder Pump Station REMOVE EIOSTING COVER ASSEMBLY (Fig_ 6) If your existing station has a welded-on cover shroud you will need the appropriate replacement cover kit (see Table 2, page 15). 1: Turn off all power to the grinder pump station. 2. Remove the tank lid and the electrical shroud. d. Unplug the electrical yuiok disconnect (EQD) - and remove the EQD from the supply cable. Note: 00 NOT CUT [:ABLE. Loosen liquid tight cable connector and pull the supply cable out through the connector on the side of tank. 4. Tape the pump breather cable to the vent pipe in the tank. Figure 6 5. Remove the soil around the tank, exposing three of the tank corrugations below grade. Use caution not to damage buried cable. 6. Remove existing cover shroud. 6a. Welded-on shroud (standard) - Using a hand saw, cut the tank in the valley between the two corrugations at grade, discard existing welded-on shroud and attached corrugations (Stroud is not to be reused). Cautlon: Be careful not to cut either the vent pipe or the pump breather cable. 6b. Clamped-on shroud - Remove band clamp "Yr ?M and cover shroud. --- -^ - REDUCING STATION HEIGHT (rig. 7) 7. Using a hand saw, cut the tank in the valley Figure 7 between tho two corrugations at grade. 8. Cut vent pipe 4 3C above the cut made on the tank, Proceed to step 76. INCREASING STATION HEIGHT (Fig. 8 and Fig. g) 9. Remove the soil around the tank exposing it f 8" deeper than the extension being installed. For example, if you have a 2' extension (not including the coupler) you must dig down 3'6" minimum from grade; if you have a V extension (not including the coupler) you must dig down 5'6" minimum from grade. Use caution not to damage buried cable. 10. Measure from grade down 2' (for a V extension) or 4' (tar a 4' extension) and mark accessway. Using a hand saw, cut the tank in the valley botwoen the two corrugations that are closest to your mark. Note: Make sure the welded-on shroud of the extension wi/l be at grade level. Be sure you are not cutting into the wet we// and you must have two corrugations below your out, if there are less than two corrugations, this extension kit can not be used. Caution: Be careful not to out either the vent pipe or the pump breather cable. Figure 8 Figure 9 14 11. Attach the vent pipe extension with the 2" vent coupling, bringing the vent welt above grade. !` - 12. Clean all dirt and debris from top four corrugations on tank. Instal the 24' coupler O-ring on the .' tank between the top two corrugations with the white or yellow line facing out and on top. 13. Luba extension croupier and oouplor O ring with pipe tube or dish soap. 14. Manually press coupling evenly over lubricated 0-ring. If additional force Is needed, place a plywood cover over the accessway, and apply gentle mechanical pressure to the coupler. Note: Care must be used when pushing down on the coupler. Excessive force or onact may result in damage and leakage. 15. Frequent visual inspections during installation must be performed to determine when the tank has fully engage .: the coupler. '"" WD- INSTALL REPLACEMENT COVEWASSEMBLY (Fig. 10) 16. Clean top corrugation on accessway extension and mating surface of replacement shroud with ° acetone. T. 17. Liberally apply the silicone sealer provided to the under side of the replacement shroud where it will --? - Y come in contact with the accessway extension. 18. Lube wet well vent grommet and vent pipe extension with pipe tube, non-grit hand cleaner or dish soap and slide vent pipe through grommet until tank shroud seats to accessway. 19. Place SS band clamp around top corrugation and the replacement shroud. Tap with a mallet around clamp to help seat the clamp. Torque stud assembly on band clamp to a maximum 125 inlb. 20. Reinstall the supply cable, EQD", tank lid and electrical shroud and tighten cable connector. ("See "EQD wiring order," Table 1) 21. Follow start-up procedures to ensure proper pump operation (you will find the start-up instructions in our service manual or the station installation instruction guide). Table 2 a? DESCRIPTION PART NO. Simplex station 5 Im ex, floc am confi PC0569 16 DuDlex station r'C0569G17 Duplw? flood plain config PG050901 a NOTE. IF EXISTING ACCESSWAY HAS ONLY 2 CORRUGATIONS (Fig. 11) - If the coupler will not engage completely because the discharge piping is in the way, and it doesn't have a cut out, you will need to cut a slot in the coupler, - Using a hand, rerrprocatinr, j or hole saw, cut an arcti in the coupler, the cut-put is not to exceed 5.500 tall or 5.000 wide. Figure 10 Y YENf. "EQD wiring order PIN # COLOR I Red z Black 3 White y 4 Green 5 Oran e 6 Blue Table 1 pCOp.p- Opt - 2' AV'W GlY I' YiM.a coo . r M? (FM ? . -cox swxw . r a M0 rnn-xn r aax"F OD3 • z U? F FM µ UGC ?C AY W" ? mx • FM ox Ax [x6iwc nCQxbWnx mix 2 z oWQ ,' yirov 15 Figure 11 y: r Limited Warranty 1000 Series, 2000 Series, AMGP Environment One Corporation offers a limited warranty that guarantees its product to be free from defects in material and factory workmanship for a period of two years from the date of installation, or 27 months from the date of shipment, whichever occurs first, provided the product is properly installed, serviced and operated under normal conditions and according to manufacturer's instructions. Repair or parts replacement required as a result of such defect will be made free of charge during this period upon return of the defective parts or equipment to the manufacturer or its nearest authorized service center. instaiiation Date: M ?c SEWER SYSTEMS Model Nwnber:A217512 Serial Number (@ ISO m P773 Raftmn Rd • Nisksyuna NY LISA 12309 (01) 51&346.6161 • www.wne.com A Precision Castparts Company Environment One Corporation 2773 Balitown Road Niskayuna, New York 12309-1090 Voice: (01) 518.346.6161 Fax: 518.346.6188 www.eone.com PA1339P01 Rev 0 10103 18 as for the Environment. Oue Grinder PumP General Information In order to provide you with suitable wastewater disposal, your home is served by a low presaure sewer system. The key elernent in tlde system is an Environment One grinder pump. The tank collects all solid materials and affluent from the house. The solid materials are then ground to a srnatl size suitable for pumping as a slurry with the effluent water. The grinder pump generates sufficient pressure to pump this slurry from your home to the wastewatertreatmant receiving lineanWordisposal plant. Congratulations on your Environment One grinder pump Investment. With proper aara and by following s few guidefinoa, your grinder pump will give you years of dependable service. Cam and use of your Grinder Pump The Envirortment One grinder pump Is capable of accepting and pumping a wide range of materials. Regulatory Wricies advice that the lot towing items should not be introduced Into any sewer, either directly or through a kitchen waste disposal unit: Glees Diapers, socks, rags or cloth Metal Plastic objects (toys, utensils, etc.) Seafood Shelia Sanitary napkins or tampons Goldfish atone Kitty litter In addition, you must never introduce into any sewer; F)cploSIoM Strong chemicals Flammable material Gasoline Lubricating oil and/or grease Periods of Disuse If your home or building in left unoccupied for longer thcin a couple of weeks, perform the following procedure: Purge ties System. Run clean water into the unit until the pump activates. Immediately turn off the water and allow the grinder pump to run until It shuts off automatically. Duplex Units. Special attention must be taken to ensure that troth pumps turn on when clean water is added to the tank. Caution: Do not disconnect power to the unft Power Failure Your grinder pump cannot dispose of wastewater without electrical power. if electrical powerwrvice is interrupted, keep water usage to a minimum. Pump Failure Alarm Your Environment One grinder pump has been manufactured to produce an alarm signal (120 volt) in the event of a high water lavel in the basin. The instiller must see that the alarm signal provided is connected to an audible and/or visual alarm in such a manner as to provide adequate warning to the user that service is required. During the interim prior to the arrival of an authorized service technician, water usage must be limited to the reserve opacity of the tank. For service, please call your local distributor. 19 7a? 2005 RESIDENTIAL BUILDING PERMIT APPLICATION N_oo City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 F Telephone # 651-675-5675 FAX # 651-675-5694 -??-U -;1 New Constmction Requirements RemodeN2eoair Requirements Office Use Only 3 registered site surveys showing sq. ft. of lot, sq. ft of house; and all roofed areas 2 copies of plan Cen of Survey Recd _ Y _14 (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Pros Plan Recd _ Y -N. 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions & decks Tree Pros Required _ Y _N l set of Energy Calculations Addtion - indicate H on-sde septic system _ On-s' septic system Y _N 3copies of Tree Preservation Planlot plattedafter 1193 Rim Joist Detail Options selection sheet (buildings ngs ngs with 3 or less units) ?(J Date / 1 s-1 _C /Construction Cost V l J l J Site Address 2-9(0 -?-- J- /? C AlVI 0 A? C Unit/Ste # Description of Work (t M Multi-Family Bldg _ Y ( N I / r Fireplace(s) _ 0 _ 1 _ 2 Property Owner 3),b l CkA?' Q ?/] P1ylTelephone # ( ) r Contractor ( 4 Address f t'-M t?Vt f lL cx ( ?_ City %iL - t'a-A-kqn p / ?$ r fit /z7 it 8Y- State M N Zip Telephone # ( ) (? ?? I d '? I b COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Energy Code Category - Minnesota Rules 7670 Category I (J submission type) • Residential Ventilation Category 1 Worksheet Submitted • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a - Y - N If yes, date and address of master plan: Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone #( Telephone #( Ian? ..M1 LS L!) Telephone #( ) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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 approv an in a cos of work which requires a review and approval of plans. Minnesota Rules 7672 • New Energy Code Worksheet Submitted Applicant's Printed Name OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 03 01 of_ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 04 02-plex ? 10 08-plex A 18 Deck ? 23 Porch (screen/gazebo) ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or_ N ? 25 Miscellaneous Work Types ? 31 New A 32 Addition ? 33 Alteration ? 34 Replacement Valuation Plan Review/J* 100% or. Census Code J?( SAC Units - # of Units # of Bldgs Type of Const tr ? 30 Accessory Bldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors 'Demolition (Entire Bldg) - Give PCA handout to applicant Occupancy MCES System 25% Zoning City Water Stories - Booster Pump Sq. Ft. PRV Length - Fire Sprinklered Width _ Footings (new bldg) Footings (deck) Footings (addition) _ Foundation _ Drain Tile Roof _ Ice & Water _ Final Framing Fireplace - R.I. - Air Test - Final Insulation Approved By: _ Base Fee V V Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total REQUIRED INSPECTIONS _ Final/C.O. Final/No C.O. Plumbing _ HVAC Other Pool _ Ftgs _ Air/Gas Tests _ Final Siding - Stucco - Stone - Brick Windows Retaining Wall Building Inspector N W S ZgoZ S is Ali 1,ebl,. R74S Proposed Top of Block E 7470 Proposed Garage Floor 866.8 Proposed Lowest Floor Type of Building - Fv ?\ C3a.sevrer{ ?nl.a.lkaJ+ Lt3c? LANG BUILDERS 3:1 Maximum Slopes or e..aining Wall Will B Fici,,uired .a INSTALL EROSION BLANKET OR SOD • 'Top Idu•4- s In- Bb?•? `e Q;?taro-R uy 3Z ;%I 4+ Q*Zle. Cs LO 6, ON--I H 1 h' r----_ _ ? I BpA 30 I 30 I I= 1 t ' ? I I t I ? , I Ix r I \ , 1 i? a' ?? I o ? , .n 1 I a. I -'? pGUY SILT FENCI??? VC Pal `''a--------------------? tt? tisav:?ovr, Sx.,&, -AW.17 Go Q.1r??+ o+?w.? t2 B"ck is Bo'e-k- 2, DELOSH ADDITION This survey Is certified only to the above named person or persons and not to subsequent owners, mortgages or title Insurers. The only easements shown are from plats of record of information provided by client. All building dimensions and floor elevations must be verified by client. I hereby certify that this survey was prepared by me or under my direct supervision, and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Surveyed by us this 29th day of September 20 04 Veo. D-+. 71 2eo¢ HY-LAND SURVEYING, P.A. LAND SURVEYORS 8700 Jefferson Highway REQUIRED Osseo, Minnesota 55369 PAN", PHONE (763) 493-5761 FAX (763) 493-5781 ururgurs MPrtifirntt NOTE: PROPERTY CORNERS SET BY DEVELOPERS SURVEYOR TeP S-J'nn- gs?i 40 LOT AREA - 104,827 SQ. FT. O HOUSE AREA - 2,684 SQ. FT. . p DRIVE AREA - 5,422 SQ. FT. try TOTAL HARD COVER AREA - 8,136 SQ. FT. INSTALL SILT F NICE - --_212. NB9_43'28'E----_ fW ?: I I I 1a 1 r 8 Z I$ 106.60 1 t 67%m 'S eu,.r CJarv: RE By ? T, pate 424"&A EAGAN ENGVW..F.WNG DEff. INVOICE NO. 28059 F.B. NO. 295/68&73 SCALE 1" = 80' O Denotes Iron Monument ? Denotes Wood Hub Set For Exca vation Only x000.0 Denotes Existing Elevation (::D Denotes Proposed Elevation E- Denotes Surface Drainage Property Located In Part Of 1 4 Sec. 4 Twp. 27, R. 23. ? sr"bA- \ ?S O 4. 2 30 •.4 „ 9cd,g O O s6 DETAIL ?i o h SCALE: 1"=2 ? e O 14J Q1? ? J zo Q Q 10' Q [Z 0" $6611 16', O &7+-6 eto (IV Q QA?,bf? tl ?I'01• u C1' = ?dg?n -13-> 44q 32,\8 a O ToP Yvo ej4 N e64.?6 ?Rlt, : 8zs9 Rey?FOp ?e? f ?G O . Q6eo?- ??tv ??. 0 TsT T.YOn- ? ? 8'14.50 Signed: Milton E. H No. 20262 PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA112998 Date Issued:08/28/2013 Permit Category:ePermit Site Address: 2902 Skyline Dr Lot:6 Block: 2 Addition: Delosh PID:10-20300-02-060 Use: Description: Sub Type:Residential Work Type:Replace Description:Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Renae Frienwald 2200 Hwy 13 W Fee Summary:ME - Permit Fee (Replacements)$55.00 0801.4088 Surcharge-Fixed $5.00 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 - Debra L Brown 2902 Skyline Dr Eagan MN 55121 Genz Ryan Plumbing & Heating 2200 West Highway 13 Burnsville MN 55337 (952) 767-1000 Applicant/Permitee: Signature Issued By: Signature EAGAN 3830 PILOT KNOB ROAD i EAGAN, MN 55122-1810 E C E I V E (651) 675-5675 TDD: (651) 454-8535 i FAX: (651) 675-5694 �u� 0 7 2Q��I) Staff-. buildinainspections(a'�cityofeanan,com 2020 RESIDENTIAL EUILI5i APPLICATION Date: 7/7/20 Site Address: 2902 Skyline Drive Unit #: For Office Use Tf1(1„/ Permit/6j-Zin® Permit Fee: cOv triPb 2b Date Received: cc - Resident! Owner Type of Work Contractor Name: Debra Brown Phone: Address / City / Zip: Applicant is: er Contractor Description of work: Demo Construction Cost: Multi -Family Building: (Yes / No ✓ company: Pietsch Builders, Inc contact: BC002358 Address: 10633 165th ST W City. Lakeville State: Mn Zip:55044 Phone: 952-898-3044 Email: karla@pietschbuilders.com License #: 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: 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 maybe classified as non- ublic if u w ide specific reasons that would 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.cttvofeacan.comisubscribe. 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 1 understan • this is not a permit, but only an application for a permit, and work is not to start wiI t out a permit: that the work w M be in accorfiefy(ce with the a e y plan in the case of work which requires a review and approval oplans. fj s Slgnatur x APO' • � 6z / /'?7 �1/D'i' �i �� / if DQ - t7 U For Office Use 01 .?) Me /6319�1- /oo - b O 1 Permit*:/(D /$ 7 E AGA N ECEIVE Permit Fee: 4/I (O 3O • 3 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-5694 buildinginspectionsacitvofeagan.com Date Received: Staff: !a.?L. 1 — — 1 BY:_______ s»r 2020 RESIDENTIAL BUILDING PEST APPLICATION Date: July 28,2020 site Address: 2902 Skyline Drive Unit#: ft © ner Wnl1` ' : Name: Debra Brown Phone 651-295-7937 Address /City / Zip: in De- lo sly / / r vi A Applicant is: Owner ✓ Contractor Typeof Wotc Description of work: Single family rebuild (remove house because of fire) Construction Cost: $500,000 Multi -Family Building: (Yes / No ) Contractor Company: Pietsch Builders Inc. Contact Douglas Pietsch Address: 10633 165th. st. w.;ty: Lakeville State: Mn. Zip: 55044 Phone: 952-898-304d Email: doug@pietschbuilders.com License #: 2358 Lead Certificate #: If the project is exempt from lead certification, please explain why: In the last 12 months, Yes 1✓ No COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Fire Suppression Contractor: Silver Tree Plumbing Phone: 651-319-4200 Thomco Heating and Air Phone: 612-386-5373 Stocker Excavating h `• / y� Phone: 952-890-4241 � N/A Phone: NO E: Mans and ser dwsl ntr eats fleas ytou stibmitare consrfrlenerd to be c i rlbnnatlon. oft a infomraflorii classified as non.nublic yar+r bad secrei . ! 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.citvofeaaan.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. CaII 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.aopherstateonecall.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 approv plan in the case of work which requires a review and approval of plans. Applica s Printed ame pplicant'WSignet 6re big- /6 3/9 DO PIOT WRITE BELOW THIS LINE SUB TYPES Foundation — Fireplace Garage Deck Lower Level Single Family Multi 01 of Plex WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100%)( ) Census Code # of Units # of Buildings Type of Construction _ Porch (3-Season) _ _ Porch (4-Season) _ _ Porch (Screen/Gazebo/Pergola) _ Pool Interior Improvement Move Building Fire Repair _ Repair REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Foundation Before Backfill Roof: _Ice & Water _Final Framing 30 Minutes x 1 Hour Fireplace: Y Rough In *Air Test _X_ Insulation L� Sheathing Sheetrock Fire Walls Braced Walls Shower Pan 4- Reviewed By: Di Occupancy Code Edition Zoning Stories Square Feet Length Width Siding Reroof Windows _ Egress Window T Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building T Demolish Building* _ Demolish Interior Demolish Foundation _ Water Damage "Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Service Test Gas Line Air Test — Hood Pool: Footings Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control )(Stone Lath Brick EFIS _ Fire Suppression: _Rough In _Final Erosion Control <+ y Other: 57) pc4r11 , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Radio Meter Read Copies TOTAL 6656 ofr ?duo x/f,,Sv J/,YS-0 6 g ii.J /oor;,s-s' fpi IVq(, Y9 73=){�I,��yi(� ik7(, x9r,-)5.-: (?9,rI/,4 (,yt(3z 9y).-?()(00/--- ,2,00q, 7)-- ifIZ-91/101114 702_ ,Y TO 7: a� 2 of 3 $ /P ■■■■■1111711-.11 :i.N:'" a •orr ... \ .Pr 1 MIL A •Lis IMP .:.■.■. ■�•,.1/1111111111111 irrrr•x■ August 20, 2020 Doug Pietsch Pietsch Builders Inc. 10633 165th Street West Lakeville, MN 55044 Re: Foundation Inspection 2 2902 Skyline Drive Eagan, MN CDP Project # 20-0617 Dear Mr. Pietsch: CIVIL DESIGN PROFESSIONALS Civil Design Professionals (CDP) has completed an inspection of the interior house foundation walls adjacent to the garage at 2902 Skyline Drive in Eagan, Minnesota on Thursday August 13, 2020. The purpose of the inspection was to determine if the interior foundation walls were adversely affected by the fire to the home. CDP did a visual inspection of interior foundation walls and determined that the structural integrity of the foundation wall was not affected by fire. However, there was cracking in both the interior foundation wall corner and to both the south and west of the interior corner, and outward movement at the interior wall corner location. The interior corner has rotated outward is not acceptable in its existing condition. The concrete masonry units (cmu's) in the corner are to be dismantled down to the base of wall and properly reconstructed. When reconstructing the wall corner, place a 3-foot long #4 rebar (36ksi) in the wall corner extending out laterally in either the south or west direction, alternating the direction every other unit. At the top of the foundation wall, a #4 rebar shall be inserted down to the base of wall into each cmu in the foundation wall corner @ 16"o.c., and bent out laterally 3-feet at an elevation so it can be poured into the center of the garage slab. Finally, the interior foundation wall corner shall be corefilled with a concrete slurry mix. A #4 rebar shall be extended from top to bottom in both the south and west foundation wall cracks and the cmu's corefilled with a concrete slurry mix. If you have any questions, please feel free to vie me a call. Sincerely, Michael hnson, PE Civil Design Professionals MN Registration #25493 Civil Design Professionals • 8609 Lyndale Ave. S., Suite 200 Bloomington, MN 55420 • Office 952-303-5312 • www.cdp-us.com 3l97 New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted Place your logo here Mailing Address of the Dwelling or Dwelling Unit 2902 Skyline Drive City Eagan, Name of Residential Contractor Pietsch Builders Inc. MN License Number 2358 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types of Insulation Type: Check All That Apply x Passive (No Fan) Non or Not Applicable Fiberglass, Blown ,Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, Isocynurate rjcuve (vvun rdn dnu nronunrerer or other system monitoring Location (or future location) of Fan: Attic Other Please Describe Here Below Entire Slab Foundation Wall R-10 x Install on inside Perimeter of Slab on Grade Rim Joist (1st Floor) 20 x Installed on the inside Rim Joist (2nd Floor+) 20 x Installed on the inside Wall 21 x Ceiling, flat 50 x Ceiling, vaulted 50 x Bay Windows or cantilevered areas 30 x Installed on the inside Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.27 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.28 8 R-value MECHANICAL SYSTEMS Make up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System x Not required per mech. code Fuel Type gas gas electric Passive Manufacturer Lennox A.O.Smith Lennox Powered Model S9V2C100U5 AGPVH50 4A7A360 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 110,000 Capacity in Gallons: 50 Output in Tons: 5 Other, describe: Efficiency AFUE or HSPF% 95% SEER /EER 13 Location of duct or system: Residential Load Calculatit Heating Loss Heating Gain Cooling Load 85,253 53,880 53,880 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Select Type Combustion Air Select a Type Not required per mech. code x Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: x Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s), describe: All bathrooms Cfm's Capacity continuous ventilation rate in cfms: 108 CFM 6 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: 215 CFM " metal duct Builders Associaton of Minnesota version 101014 Ventilation, Makeup and Combustion Air Calculations Submittal Form for New Dwellings These blank submittal forms and instructions are available on the City of Edina website. The completed form must be submitted at the time of application for a building and mechanical permit for new construction. Additional forms may be downloaded and printed HERE. Site Address 2161, Lip -w I- A-i As b Contactor Section A ✓ j -7 j i ►are Completed et (Phase Print) Scours Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5.2) Square feet (Conditioned area including Basement — finished or unfinished) Number of bedrooms J3 Y'Z-- j Total require° ventilation 2 lc' i Continuous ventilation /et Directions - Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation R403.5.2. The table and equation ore below. Table R403.5.2 i Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000-1500 ■ 60/40 • 75/40 0 90/45 ■ 105/53 • 120/60 • 135/68 1501-2000 0 70/40 ■ 85/43 0 100/50 0 115/58 0 130/65 0 145/73 2001-2500 0 80/40 0 95/48 ■ 110/55 I• 125/63 ■ 140/70 ■ 155/78 2501-3000 • 90/45 0 105/53 0 120/60 0 135/68 0 150/75 0 165/83 3001-3500 ■ 100/50 • 115/58 0 130/65 0 145/73 0 160/80 ■ 175/88 3501-4000 ■ 110/55 ■ 125/63 0 140/70 0 155/78 0 170/85 0 185/93 4001-4500 ■ 120/60 ■ 135/68 ■ 150/75 0 165/83 ■ 180/90 ■ 195/98 4501-5000 ■ 130/65 • 145/73 ■ 160/80 ■ 175/88 ■ 190/95 ■ 205/103 I 5001-5500 0 140/70 0 155/78 0 170/85 0 185/93 0 200/100 Z 215/108 5501-6000 0 150/75 0 165/83 0 180/90 0 195/98 ■ 210/105 0 225/113 Equation R403.5.2 (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 ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for 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 continuous rate average for each one -hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. I:`BuildingLSafetyPoliciesInformation\EdinaExaasServer`+Docx's.RESIDENTT.AL SDOS VENTILATION MAKEUP AND COMBUSTION AIR CALCS.pdf Section B VVentilation Method Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery i Ventilator) — cfrn of unit in low must not exceed continuous ventilation rating by more than 100%. Low CFM High CFM g5'4, /� J / � ) Directions - 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 Schedule Description Location Continuous Intermittent ,pa�. a M7A,02-0, 4," 2417 / /c-atl-. E'i 0 C Gw-- !yr r<`0� 64-tw j Hi- PCB.-- /h , c.-,,�,._.1 ,1 'i 1 ^f />*t7�i %%f1i -,. - (i PO4,(--�r+ Y. 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 (Describe operation and control of the continuous and intermittent ventilatio ) a)t t F.-e-) P'ta1- vi, ea f rn—c' ACC) t.s T P,rS b 311--Cta, -ri w.-c12. 4-=r der/ .,.»emu ,lit-5 p,R- 12. /40 it 12- Directions - Describe the operation of the ventilation system. 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 bullring 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 haw 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. Section E Make-up air Passive (determines from calculations from Table 501.41) /Ilk . gg Powered (determined from calculations from Table 501.4,1) r1ik, o } interlocked with exhaust device (determined from calculation from Table 501.4.1) 14,1A Q Other, describe: iimaimilee Location of duct or system ventilation make-up air: Determined from make-up air opening table bit. Cfm i Size and type (round, rectangular, flex or rigid) (NR means not required) 1:'Building\SafetyPoliciesInformation�EdinaExuasserveriDocx's'RESIDENTIAL SD05 VENTILATION MAKEUP AND COMBUSTION AIR CALCS.pdf Page 2 of 6 Directions - In order to determine the makeup air, Table 501.4.1 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 MAC S01.4.3. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.3.2 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 !MC 501.4.2.3. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be re4uired for combustion appliances, see KAiR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column 0 1. Use the appropriate column to estimate house infiltration a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) ��,+� L. - Estimated House Infiltration {cfm): [la x lbJ /� .7 /� 2 2. Exhaust Capacity a) continuous exhaust -only ventilation system (dm); (not applicable to balanced ventilation systems such as HRV) / ,i/ I A / b) clothes dryer (dm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable If recirculating system or if powered makeup air is electrically interlocked and match to exhaust) It d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable If recirculating system Of if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a+2b+2c+2dJ ' t r `f 5j 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) 9 L JJJ j b) estimated house infiltration (from above) 7 6 2., Makeup Air Quantity (cfm); (3a-3b) (if value is negative, no makeup air is needed) 1.31 �7 4. For makeup Air Opening Sizing, refer to Table S01.4.2 /4 / j 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.) 8. Use this column If there is one fan -assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.) C. Use this column if there is one atmospherically vented (other than fan -assisted) gas or 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 of appliances and solid fuel appliances. Page 3 of 6 Makeup Air Opening Table for New and Existing Dwelling Table 501.4.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan- assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter 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 w/motorized damper 420 - 539 259 - 332 180 - 230 111-142 10 Passive opening w/motorized damper 540 - 679 333 - 419 231- 290 143 -179 11 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 air Not required per mechanical code (No atmospheric or power vented appliances) Passive (sae IFGC Appendix E, W E-1) Size and typeie-• �r�(. �'.y� 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 1FGC 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. l:'Building\SafetyPolicieslnformation\EdinaExtrasServerMocx's\RESIDENIIAL SDO5 VENTILATION MAKEUP AND COMBUSTION AIR CALCS.pdf Page 4 of 6 Wee APPAndix E, Woodchat E-1 .. Resklathel Combustion Air Calculatkon Method * (for Fc trace, &ogee, and/or Water Heater in the Same Space) ),,,.......... Step 1: Complete vented wrnbustor appliance infOrrnation. Furnace/334er: .. Draft Hoot Fan Assisted X. !Direct Vent input: (Not fan & Power '''ent /ill od!Sttuihr assistee Water Heater: Draft Hood jar Assisted Direct Vent Input: (Not fan assisted) & PowerVent 50i ar 40,cot> Eltuihr -af LStap 2: Calculate the tiCtitftrit of the Con Appliance Space (CAS) containing combuston appliances. The CAS includes al; spaces connected to one another by code compliant openings- CAS volume: I l \ !Step 3: Determine Air Changes per Sours (404).i. Defauh ACH values have been incorporated Into Table E-1 for use With Method 4b itAiR Method). if the year of costrucicn or ACH is not know, use method 4a ',Standard Method). SW 4: Determine Required Volume for Combustion Air. 4a. Sndarci Method Totai gtuihr input eel! combustion appliances inpL;t: Et/rot (DC NOT COUNT DIRECT VENT APPLIANCES) Use Standard Method column in able E-1 to find Total Required Volume (TRY) TRV: IF CAS Volume ifrom Step 2) is greater than TRy then no outdoor openings are needed. if CA S Volume ileum Step 2'; is less than TRV then go to STEP 5. lb. Known Air InFaraton Rate (KA1R) Method Total Uutibr input of all fart -assisted and power vent appliances (DO NOT COUNT DIRECT \.(rEisIT APPLANaS) I nteut: 62)/ 3tul- Use Fan -Assisted Apphanoes column in Table E-1 to find Required VOlume Fan As.slsted tfiVf.4), P.Wk1,756 ta Total 3tuThr input of ail non -fan -assisted eppliances 'Mut 0 Btuihr Use Non-Fan-Asssted Appliances column in Table E-1 to find Required Volume Non-Fen-Asststed (RVINOA) RVNFA: fti Toni Required Volume (TRV) = RV:ca. + RVNFA RV = + = if CAS VOILIThe from Step 2) is greater than TRV then no o..-tdoor openings are needed. if CAS Volume (from Step 2) is less than TRV then go to STEPS. Step 5: Calcu4te the ratio of available Interior volume to the total required volume. Ratio = CA.S Volume ffrorn Step 2) &Ada by TRV jrern Step 4e or Step 4b) Radio = /) 445 j 3 7 .5-4 , 1 i Step 6: Calculate Reduction Factor R.9. RF -1 minus Redo F(; = i _ (01 Step 7: Calcuiste single outdoor opening as if all combustion air is from oubite. Tota atu,ihr input of all Co r.pptances in the same CAS (EXCEPT DiRECT VENT) input; 0/400 Bruin Combustion Air opening Area (CADA): Tote; Etu,thr &Med by 3000 atultir per int CAOA = co, coz,43000 Btu/ per fr,2 . i 4, fl !NZ Step I: Calculate Minimum CAOA. • Minimum CAOA = CADA multiplied by RF Minimum CAOA = x / ko• 7 1 I) 2 31,2 Step 9: Calculate Cornbuston Air Opening Diameter (CACD) CAOD so 1.13 multiplied by the wars root of Minimum C.A3A to i X 3351 CAOD = 1.13 Minirrown cA0A = 3 I-11 in if desired, ACl can te determined u,stng ASHRAE calculationor blower door test. o ow procedures r. . 49049 i/ fif-X IFGC Appendix E, Table E-1 Residential Combustion a r (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present I 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 _500 C 3,750 J 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. Page 6olb Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmail.com Eagan, MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 System I (Average Load Procedure) Design Conditions Location: Minneapolis/St Paul AP, Minnesota Elevation: 834 ft Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44° N Summer: 88 75 Heated Area 3848 Sq.Ft. Winter: -15 70 Cooled Area 3848 Sq.Ft. Daily Range: Medium Design Grains: 24 Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 6088 28122 4455 0 Windows 862.61 20118 21481 0 Doors 42 1250 382 0 Ceilings 1776 3321 1563 0 Skylights 0 0 0 0 Floors 1824 3162 0 0 Room Internal Loads 0 13741 1725 Blower Load Hot Water Piping Load 0 1707 0 Winter Humidification Load 9740 0 Infiltration 12782 944 Ventilation 6758 3225 0 0 0 1077 1793 Duct Loss/Gain EHLF=0 ESGF=0 0 0 0 AED Excursion n/a 1787 n/a Subtotal 85253 49285 4595 Approved ACCA MJ8 Calculations Total Heating 85253 Btuh 25 kw of electric heat Total Cooling 53880 Btuh 161 Linear ft. of Hydronic Baseboard *Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. All computed calculations are estimates based on building use, weather data, and inputted values such as R-Values, window types, duct loss. etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. This application has glass areas that produce relatively large cooling loads for part of the day. Variable air volume devices may be required to overcome spikes in solar load for one or more rooms. A zoned system may be required, or some rooms may require zone control (provided by individual, motorized, thermostatically controlled dampers). Adtek AccuLoad Report Version 7.0.1 Page 1 Thomco Heating & Air Conditioning Inc BrownfPietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmail.com Eagan, MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 Basement (Peak Load Procedure) Design Conditions Location: Minneapolis/St Paul AP, Minnesota Input Data: Outdoor Dry Bulb Indoor Dry Bulb Summer: 88 75 Winter: -15 70 Elevation: 834 ft Daily Range: Medium Latitude: 44° N Design Grains: 24 Heated Area Cooled Area 1776 Sq.Ft, 1776 Sq.Ft. HeatiLoss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 1984 9289 943 0 Windows 136.04 3122 4808 0 Doors 0 0 0 0 Ceilings 0 0 0 0 Skylights 0 0 0 0 Floors 1776 3019 0 0 Room Internal Loads 0 2296 200 Blower Load 259 Hot Water Piping Load 0 0 Winter Humidification Load 0 0 Infiltration 2265 167 Ventilation 191 Approved ACCA 1739 490 273 MJ8 Calculations Duct Loss/Gain 0 0 0 AED Excursion n/a n/a nla Subtotal 21941 8963 663 Total Heating 21941 Btuh 7 kw of electric heat Total Cooling 9626 Btuh 42 Linear ft, of Hydronic Baseboard 'Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. All computed calculations are estimates based on building use, weather data, and inputted values such as R-Values, window types, duct loss, etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. Adtek AccuLoad Report Version 7.0.1 Page 2 Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmail.com Eagan, MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 First Floor (Peak Load Procedure) Design Conditions Location: Minneapolis/St Paul AP, Minnesota Elevation: 834 ft Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44° N Summer: 88 75 Heated Area 296 Sq.Ft. Winter: -15 70 Cooled Area 296 Sq.Ft, Daily Range: Medium Design Grains: 24 Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 2376 11046 2117 0 Windows 407.79 9679 17002 0 Doors 42 1250 382 0 Ceilings 0 0 0 0 Skylights 0 Floors 48 Room Internal Loads 0 143 0 0 0 0 0 7682 525 Blower Load 868 Hot Water Piping Load 0 0 Winter Humidification Load 0 0 Infiltration 6089 450 513 Ventilation 2772 1639 911 Duct Loss/Gain 0 0 0 AED Excursion n/a n/a n/a Subtotal 34975 30140 1950 Approved ACCA MJ8 Calculations Total Heating 34975 Btuh 11 kw of electric heat Total Cooling 32090 Btuh 66 Linear ft. of Hydronic Baseboard `Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. All computed calculations are estimates based on building use, weather data, and inputted values such as R-Values, window types, duct loss, etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. Adtek AccuLoad Report Version 7.0.1 Page 3 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheatingjgmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 BrownlPietsch 2902 Skyline Drive Eagan, MN Second Floor (Peak Load Procedure) Design Conditions Location: Minneapolis/St Paul AP. Minnesota Elevation: 834 ft Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44° N Summer: 88 75 Heated Area 1776 Sq.Ft. Winter: -15 70 Cooled Area 1776 Sq.Ft. Daily Range: Medium Design Grains: 24 Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 1728 7787 1395 0 Windows 318.78 7317 11826 0 Doors 0 0 0 0 Ceilings 1776 3321 1563 0 Skylights 0 0 0 0 Floors 0 0 0 0 Room Internal Loads 0 3763 1000 Blower Load 580 Hot Water Piping Load 0 0 Winter Humidification Load 0 0 Infiltration 4428 327 373 Ventilation 2246 1095 609 Duct Loss/Gain 0 0 0 AED Excursion n/a n/a n/a Subtotal 28337 20549 1982 Approved ACCA MJ8 Calculations Total Heating 28337 Btuh 9 kw of electric heat Total Cooling 22531 Btuh 54 Linear ft. of Hydronic Baseboard °Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. All computed calculations are estimates based on building use, weather data, and inputted values such as R-Values, window types, duct loss, etc, Equipment selection should meet both the latent and sensible gain as well as building heat loss, Adtek AccuLoad Report Version 7.0.1 Page 4 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN Basement (Peak Load Procedure) Design Conditions Location: Minneapolis/St Paul AP, Minnesota Elevation: 834 ft Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44° N Summer: 88 75 Heated Area 1776 Sq.Ft. Winter: -15 70 Cooled Area 1776 Sq.Ft. Daily Range: Medium Design Grains: 24 HeatiLoss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 1984 9289 943 0 Windows 136.04 3122 4808 0 Doors 0 0 0 0 Ceilings 0 0 0 0 Skylights 0 0 0 0 Floors 1776 3019 0 0 Room Internal Loads 0 2296 200 Blower Load 2507 259 Hot Water Piping Load 0 0 Winter Humidification Load 0 0 Infiltration 2265 167 191 Ventilation 1739 490 273 Duct Loss/Gain 0 0 0 AED Excursion n/a n/a n/a Subtotal 21941 8963 663 Approved ACCA MJ8 Calculations Total Heating 21941 Btuh 7 kw of electric heat Total Cooling 9626 Btuh 42 Linear ft. of Hydronic Baseboard *Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. AD computed calculations are estimates based on building use, weather data, and inputted values such as R-Values, window types, duct loss, etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. Adtek AccuLoad Report Version 7.0.1 Page 5 Thomeo Heating & Air Conditioning inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN First Floor (Peak Load Procedure) Design Conditions Location: Minneapolis/St Paul AP, Minnesota Elevation: 834 ft Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44' N Summer: 88 75 Heated Area 296 Sq.Ft. Winter: -15 70 Cooled Area 296 Sq.Ft. Daily Range: Medium Design Grains: 24 Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 2376 11046 2117 0 Windows 407.79 9679 17002 0 Doors 42 1250 382 0 Ceilings 0 0 0 0 Skylights 0 0 0 0 Floors 48 143 0 0 Room Internal Loads 0 7682 525 Blower Load 3996 868 0 Hot Water Piping Load 0 0 Winter Humidification Load 0 0 Infiltration 6089 450 513 Ventilation 2772 1639 911 Duct Loss/Gain 0 0 0 AED Excursion n/a n/a n/a Subtotal 34975 30140 1950 Approved ACCA MJ8 Calculations Total Heating 34975 Btuh 11 kw of electric heat Total Cooling 32090 Btuh 66 Linear ft. of Hydronic Baseboard "Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. All computed calculations are estimates based on building use, weather data, and inputted values such as R-Values, window types, duct loss, etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. Adtek AccuLoad Report Version 7.0.1 Page 6 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheatingagmail.corn Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan. MN ,--- Second Floor (Peak Load Procedure) 1 Design Conditions Location: Minneapolis/St Paul AP, Minnesota Elevation: 834 ft Daily Range: Medium Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44° N Design Grains: 24 Summer: 88 75 Heated Area 1776 Sq.Ft. Winter: -15 70 Cooled Area 1776 Sq.Ft. Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 1728 7787 1395 0 Windows 318.78 7317 11826 0 Doors 0 0 0 0 Ceilings 1776 3321 1563 0 Skylights 0 0 0 0 Floors 0 0 0 0 Room Internal Loads 0 3763 1000 Blower Load 3237 580 0 Hot Water Piping Load 0 0 Winter Humidification Load 0 0 Infiltration 4428 327 373 Ventilation 2246 1095 609 Duct LossiGain 0 0 0 AED Excursion n/a n/a n/a Subtotal 28337 20549 1982 Approved ACCA MJ8 Calculations Total Heating 28337 Btuh 9 kw of electric heat Total Cooling 22531 Btuh 54 Linear ft. of Hydronic Baseboard 'Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. All computed calculations are estimates based on building use, weather data, and inputted values such as R-Values, window types, duct loss. etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. Adtek AccuLoad Report Version 7.0.1 Page 7 Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmail.com Eagan, MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 System 1 30000 25000 20000 15000 10000 5000 0 AED Excursion: AED Status: AED Flag: -- AED Curve — DAL 1.3 1.5 9 10 11 12 13 14 15 16 17 18 19 20 Hour 1787 btuh System does NOT have Adequate Exposure Diversity. This application has glass areas that produce relatively large cooling loads for part of the day. Variable air volume devices may be required to overcome spikes in solar load for one or more rooms. A zoned system may be required, or some rooms may require zone control (provided by individual, motorized, thermostatically controlled dampers). Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek AccuLoad Report Version 7.0.1 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN 5000 4500 4000 3500 3000 2500 2000 1500 1000 500 Basement -- AED Curve DAL 0 8 9 10 11 12 13 14 Hour — 1.3 AED Excursion: AED Status: AED Flag: 1.5 15 16 17 18 19 20 1337 btuh Zone does NOT have Adequate Exposure Diversity. This application has glass areas that produce large cooling loads for part of the day. Variable air volume devices are required to overcome large spikes in solar load for one or more rooms. Install a zoned system or provide zone control (individual, motorized, thermostatically controlled dampers) for problem rooms. Single speed equipment may not be suitable for this application. Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek AccuLoad Report Version 7.0.1 Page Thomco Heating & Air Conditioning Inc BrownlPietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmaiLcom Eagan, MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 First Floor 14000 12000 10000 5 8000 6000 4000 2000 �— AED Curve — DAL — 1.3 -- 1.5 01 AED Excursion: AED Status: AED Flag: 8 9 10 11 12 13 14 Hour 4 15 16 17 18 19 20 765 btuh Zone does NOT have Adequate Exposure Diversity. This application has glass areas that produce relatively large cooling loads for part of the day. Variable air volume devices may be required to overcome spikes in solar load for one or more rooms. A zoned system may be required, or some rooms may require zone control (provided by individual, motorized, thermostatically controlled dampers). Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek AccuLoad Report Version 7.0.1 Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmail.com Eagan, MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 Second Floor --- AED Curve — DAL — 1.3 12000 10000 t- i 8000 --- L 6000 m 4000 2000 0 — 1.5 I 4-- 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour AED Excursion: 0 btuh AED Status: Zone has Adequate Exposure Diversity. AED Flag: No AED Flag. Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek AccuLoad Report Version 7.0.1 Paye, Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 thomcoheating a@i7gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN Basement — Hourly Fenestration Load Curve — 1.3 DAL — 1.5 5000 4500 4000 3500 L. 3000 5 2500 2000 1500 1000 500 0 8 7 9 10 11 12 13 14 15 16 17 18 19 20 Hour Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek AccuLoad Report Version 7.0.1 Thomco Heating & Air Conditioning inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN First Floor — Hourly Fenestration Load Curve — 1.3 — DAL — 1.5 16000 14000 12000 10000 H 8000 m 6000 4000 2000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek Accuload Report Version 7.0.1 Page 13 Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmaii.corn Eagan. MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 Second Floor 12000 10000 8000 I- 6000 4000 2000 — Hourly Fenestration Load Curve DAL 0 ---- 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek AccuLoad Report Version 7.0.1 Page 14 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmail.com Sales Consultant: Job#: 20-22 Date: 07108/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN Item Name Construction Type System I Basement Basement System I Breakdown U-Value /SHGC Net Area Htg. HTM. Cig. HTM Sens. Htg. Sens. Cig. Let. CIg. Total Clg. 9740 1707 0 1707 0 0 0 0 2296 200 2496 Floor 0.02 1776 1.7 3019 0 0 0 Basement Floor (2ft+ Below Grade)INAINAjNAINo lnsuiationlAny Floor Covering132 feetiNA North Wall South Wall East Wall West Wall 0.076 88 6.46 _ 1.48 568 130 0 130 Frame WallPartition (Spray Foam)INAINAIWoodIR-21 Closed Cell1None(NAlSiding or StuccolNA 0.076 88 6.46 1.48 568 130 0 130 Frame Wall/Partition (Spray Foam)lNAINAJWoodIR-21 Closed CellINoneINAlSiding or StuccojNA 0.051 480 4.335 2081 0 .- ----- -_ _ 0 0 Basement WalliNA{Eight Inch Brick, Stone or Concrete WalllWoodjR-11LNoneINAIBlockI8ft 0.076 120 6.46 1.4-8 775 177 0 177 Frame Wall/Partition (Spray Foam)INAINAIWoodIR-21 Closed Cell1NonelNAlSiding or StuccolNA East Wall 0.076 120 6.46 wv 1.48 — 775 177 0 177 West Wall Frame Wall/Partition (Spray Foam)INAJNAJWoodIR-21 Closed CelliNonelNAf Siding or StuccojNA 0.065 293.98 5.525 0.99 1624 291 0 291 Frame WalUPartitionlNAlNAjWoodlR-211NonelNAISiding or StuccojNA Window-36x80 0.27/0.28 20.01 22.95 29.54 459 591 Low-e (0.20)12 Pane (0.10) Surface 2f Normal Window Window-36x80 0.27/0.28 20.01 22.95 29.54 459 591 Low-e (0.20)12 Pane (0.10) Surface 2tNormal Window 0 591 591 Window-60x48 0.27/0.28 20 22.95 29.55 459 591 0 591 Adtek AccuLoad Report Version 7.0.1 Page 15 Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmail.com Eagan, MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 Low-e (0.20)12 Pane (0.10) Surface 2ENormal Window Window-90x48 0.27/0.28 30 22.95 29.57 689 887 0 887 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window North Wall 0.065 37.98 5.525 1 210 38 0 38 Frame WalVPartitionlNAINAlWoodIR-211NonelNAlSiding or StuccoINA Window-48x18 0.27/0.28 6 22.95 8.83 138 53 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window 0 53� Window-72x80 0.27/0.28 40.02 22.95 8.77 918 351 0 351 Low-e (0.20)12 Pane (0.10) Surface 2jNormal Window North Wall 0.051 84 4.335 364 0 0 0 Basement Wall(NAIEight Inch Brick, Stone or Concrete WalllWoodlR-11lNonelNAIBlockl8ft North Wall 0.051 184 4.335 798 0 0 0 Basement WaIgNAlEight Inch Brick, Stone or Concrete Wall1WoodlR-11lNonelNAlBlockl8ft South Wall 0.051 352 4.335 1526 0 0 0 Basement WaIgNAIEight Inch Brick, Stone or Concrete WalllWoodlR-11 jNonejNAIBlockl8ft First Floor First Floor 7682 525 8207 Floor 0.035 48 2.975 143 0 0 Floor Over Open Crawl Space or Garage (Spray Foam)'NAf PassiveINAIR-31 Closed CelIlNAINAIt South Wall - 0.065 404 5.525 0.99 2232 400 0 400 Frame Wall/PartitionINAINAIWoodIR-211NoneINAISiding or StuccofNA Window-48x42 0.27/0.28 14 22.95 16.86 321 236 0 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-48x42 0.27/0.28 14 22.95 16.86 321 236 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window West Wall - 0.065 344.96 5.525 0.99 1906 342 Adtek AccuLoad Report Version 7,0.1 0 236 236 342 Page 16 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating©gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN Frame Wall/PartitionINAINAlWood1R-211NonelNAlSiding or StuccolNA Window-36x12 0.27/0.33 3 22.95 34.33 69 103 0 103 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-36x12 0.27/0.33 3 22.95 34.33 69 103 0 103 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-36x12 0.27/0.33 3 22.95 34.33 69 103 0 103 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 564 0 564 Lowe (0.20)12 Pane (0.10) Surface 21Normai Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 564 0 564 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 564 0 564 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-48x42 0.27/0.28 14 22.95 29.57 321 414 0 414 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-48x42 0.27/0.28 14 22.95 29.57 321 414 0 414 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window2 0.32/0.25 6 27.2 27.5 163 165 0 165 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-72x86 0.32/0.25 43.02 27.2 27.43 1170 1180 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-72x86 0.3/0.32 43.02 25.5 33.66 1097 1448 0 1448 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window East Wall 0.065 378.25 5.525 0.99 2090 374 0 374 Frame Wall/PartitionfNAlNAlWoodlR-21INonelNAlSiding or StuccojNA Door-36x84 0.35 21 29.75 9.1 625 191 0 191 564 1180 Adtek AccuLoad Report Version 7.0.1 Page 17 Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmail.com Eagan, MN Sales Consultant: Job#: 20-2: Date: 07/08/2020 MetallPolystyrene CorelNo Storm Door-36x84 0.35 21 29.75 9.1 625 191 0 191 Metal1Polystyrene CorelNo Storm Window-102x12 0.27/0.29 8.5 22.95 30.47 195 259 0 259 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-102x66 0.27/0.29 46.75 22.95 30.48 1073 1425 0 1425 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-12x84 0.27/0.33 7 22.95 34.14 161 239 0 239 Low-e (0.20)12 Pane (0.10) Surface 2fNormal Window Window-12x84 0.27/0.33 7 22.95 34.14 161 239 0 239 Low-e (0.20)12 Pane (0.10) Surface 2fNormal Window Window-60x12 0.27/0.33 5 22.95 34.2 115 171 0 171 Low-e (0.20)12 Pane (0.10) Surface 2fNormal Window Window-84x12 0.27/0.29 7 22.95 30.43 161 213 0 213 Low-e (0.20)12 Pane (0.10) Surface 2fNormal Window Window-84x66 0.27/0.29 38.5 22.95 30.49 884 1174 0 1174 Low-e (0.20)12 Pane (0.10) Surface 2fNormal Window West Wall 0.076 120 6.46 1.48 775 177 0 177 Frame Wall/Partition (Spray Foam)INAINAIWood1R-21 Closed CelliNoneINAISiding or Stuccof NA East Wall 0.076 120 6.46 1.48 775 177 0 177 Frame Wall/Partition (Spray Foam)INAINAIWood1R-21 Closed Cell1NoneINAISiding or StuccoINA South Wall 0.076 96 6.46 1.48 620 142 0 142 Frame WaIVPartition (Spray Foam)INAINAIWood1R-21 Closed CellfNonefNAfSiding or Stucco{NA North Wall 0.076 96 6.46 1.48 620 142 0 142 Frame Wall/Partition (Spray Foam)INAINAIWood1R-21 Closed CelliNonelNAf Siding or Stuccof NA North Wall 0.065 367 5.525 0.99 2028 363 0 363 Frame Wall/PartitionINAINAIWood1R-211NoneINAISiding or StuccolNA Window-48x18 0.27/0.33 6 22.95 9.67 138 58 0 58 Adtek AccuLoad Report Version 7.0.1 Page 18 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmail.com Sales Consultant:. Job#: 20-22 Date: 07/08/2020 BrownlPietsch 2902 Skyline Drive Eagan, MN Low-e (0.20)12 Pane (0.10) Surface 2fNormal Window Window-48x18 0.27/0.33 6 22.95 9.67 138 58 0 58 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-48x60 0.27/0.33 20 22.95 9.7 459 194 0 194 Low-e (0.20)12 Pane (0.10) Surface 2fNormal Window Window-72x66 0.27/0.33 33 22.95 9.7 757 320 0 320 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Second Floor 0 0 0 0 Second Floor 0 3763 1000 4763 Ceiling 0.022 1776 1.87 0.88 3321 1563 0 1563 Ceiling under FHA Vented Attic or Attic Knee Wall, With Radiant BarrierlAsphalt ShinglesfDark, RI Heavy Bold Colorf R-44 insulation East Wall 0.065 390 5.525 0.99 2155 386 0 386 Frame WalVPartitionINAINAlWoodIR-211NoneINAJSiding or StuccolNA Window-60x54 0.27/0.28 22.5 22.95 29.56 516 665 0 665 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-90x54 0.27/0.26 33.75 22.95 27.7 775 935 0 935 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-90x54 0.27/0.28 33.75 22.95 29.57 775 998 0 998 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window South Wall 0.065 335 5.525 0,99 1851 332 0 332 Frame Wall/PartitionlNAINAIWoodIR-21INoneINAISiding or StuccolNA Window-24x54 0.27/0.28 9 22.95 16.89 207 152 0 152 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-24x54 0.27/0.28 9 22.95 16.89 207 152 0 152 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-60x24 0.27/0.33 10 22.95 19.3 230 193 0 193 Adtek AccuLoad Report Version 7.0.1 Page 19 Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thorncoheating@gmail.com Eagan, MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-72x42 0.27/0.33 21 22.95 19.24 482 404 0 404 Low-e (0.20)12 Pane (0.10) Surface 21Normai Window North Wall 0.065 310.5 5.525 0.99 1716 307 0 307 Frame Wall/PartitionjNAjNAlWoodlR-211NoneINAJSiding or StuccojNA Window-48x18 0.27/0.33 6 22.95 9.67 138 58 0 58 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-60x54 0.27/0.28 22.5 22.95 8.76 516 197 0 197 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-60x54 0.27/0.28 22.5 22.95 8.76 516 197 0 197 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-60x54 0.27/0.28 22.5 22.95 8.76 516 197 0 197 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window West Wall 0.065 373.72 5.525 0.99 2065 370 0 370 Frame WaIUPartitionINAINAIWoodlR-211NoneINAISiding or StuccolNA Window-26x54 0.27/0.28 9.76 22.95 29.6 224 289 0 289 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-26x54 0.27/0.28 9.76 22.95 29.6 224 289 0 289 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-48x42 0.27/0.28 14 22.95 29.57 321 414 0 414 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-72x78 0.27/0.33 39 22.95 34.21 895 1334 0 1334 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-90x54 0.27/0.26 33.75 22.95 27.7 775 935 0 935 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Acitek AccuLoad Report Version 7,0.1 Page 20 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheatingtgmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan. MN Basement Breakdown Item Name Construction Type Basement Basement U-Value /SHGC Net Area Htg. HTM. CIg. HTM Sens. Htg. Sens. CIg. Lat. Clg. Total Clg. 0 0 0 0 0 2296 200 2496 Floor 0.02 1776 1.7 3019 0 0 0 Basement Floor (2ft+ Below Grade)INAINAINAINo InsulationlAny Floor Coveringl32 feetjNA North Wall 0.076 88 6.46 1.48 568 130 0 130 Frame Wall/Partition (Spray Foam)INAINAIWoodlR-21 Closed CelliNoneINAlSiding or StuccolNA South Wall 0.076 88 6.46 1.48 568 130 0 130 Frame Wall/Partition (Spray Foam)INAINAIWoodJR-21 Closed Cell1NoneINAlSiding or StuccojNA East Wall 0.051 480 4.335 2081 0 0 0 Basement WailINAIEight Inch Brick, Stone or Concrete WalllWoodlR-111NoneINAIBlockl8ft West Wall 0.076 120 6.46 1.48 775 177 0 177 Frame WaWPartition (Spray Foam)INAINAIWoodlR-21 Closed Cell(NoneINAJSiding or StuccolNA East Wall 0.076 120 6.46 1.48 775 177 0 177 Frame Wall/Partition (Spray Foam)INAINAIWoodlR-21 Closed CelilNonelNAjSiding or StuccojNA West Wall 0.065 293.98 5.525 0.99 1624 291 0 291 Frame Wall/PartitionINAINAIWoodlR-21INoneINAISiding or StuccolNA Window-36x80 0.27/0.28 20.01 22.95 29.54 459 591 0 591 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-36x80 0.27/0.28 20.01 22.95 29.54 459 591 0 591 Low-e (0.20)12 Pane (0.10) Surface 2f Normal Window Window-60x48 0,27/0.28 20 22.95 29.55 459 591 0 591 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-90x48 0.27/0.28 30 22.95 29.57 689 887 0 887 Adtek AccuLoad Report Version 7.0.1 Page 21 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount . MN 55068 612-386-5373 - thomcoheating c@�gmaii.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN Low-e (0.20)12 Pane (0.10) Surface 21Normal Window North Wall 0.065 37.98 5.525 1 210 38 0 38 Frame Wall/PartitionINAlNAIWoodIR-21 1NoneINAISiding or StuccolNA Window-48x18 0.27/0.28 6 22.95 8.83 138 53 0 53 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-72x80 0.27/0.28 40.02 22.95 8.77 918 351 0 351 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window North Wall 0.051 84 4.335 364 0 0 0 Basement Wall(NAIEight Inch Brick, Stone or Concrete WalllWoodlR-11lNonelNAlBlock(8ft North Wall 0.051 184 4.335 798 0 0 0 Basement WalliNAlEight Inch Brick, Stone or Concrete WailIWoodIR-11lNonelNAlBlock$8ft South Wail 0.051 352 4.335 1526 0 0 0 Basement WaII1NAIEight Inch Brick, Stone or Concrete WallIWoodlR-11lNonelNAIBlockl8ft Adtek AccuLoad Report Version 7.0.1 Page 22 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount . MN 55068 612-386-5373 - thomcoheating@gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN Item Name Construction Type First Floor First Floor Breakdown U-Value /SHGC Net Area Htg. HTM. Cig. HTM Sens. Htg. Sens. Clg. Lat. CIg. Total CIg. 0 0 0 0 First Floor 0 7682 525 8207 Floor 0.035 48 2.975 143 0 0 0 Floor Over Open Crawl Space or Garage (Spray Foam)INAlPassivelNAIR-31 Closed CeIlINAINAIt South Wall 0.065 404 5.525 0.99 2232 400 0 400 Frame Wall/PartitionINAlNAIWoodIR-211NoneINAISiding or StuccolNA Window-48x42 0.27/0.28 14 22.95 16.86 321 236 0 236 Low-e (0.20)12 Pane (0.10) Surface 2f Normal Window Window-48x42 0.27/0.28 14 22.95 16.86 321 236 0 236 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window West Wall 0.065 344.96 5.525 0.99 1906 342 0 342 Frame WalUPartitionINAINAIWoodf R-21lNoneINAlSiding or Stuccof NA Window-36x12 0.27/0.33 3 22.95 34.33 69 103 0 103 Low-e (0.20)12 Pane (0.10) Surface 2f Normal Window Window-36x12 0.27/0.33 3 22.95 34.33 69 103 0 103 Lowe (0.20)12 Pane (0.10) Surface 2lNormal Window Window-36x12 0.27/0.33 3 22.95 34.33 69 103 0 103 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 564 0 564 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 Low-e (0.20)12 Pane (0.10) Surface 2f Normal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 0 564 Adtek AccuLoad Report Version 7.0.1 Page 23 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 564 0 564 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-48x42 0.27/0.28 14 22.95 29.57 321 414 0 414 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-48x42 0.27/0.28 14 22.95 29.57 321 414 0 414 Low-e (0.20)12 Pane (0.10) Surface 2jNormal Window Window-72x12 0.32/0.25 6 27.2 27.5 163 165 0 165 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-72x86 0.32/0.25 43.02 27.2 27.43 1170 1180 0 1180 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-72x86 0.3/0.32 43.02 25.5 33.66 1097 1448 0 1448 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window East Wall 0.065 378.25 5.525 0.99 2090 374 0 374 Frame Wal/PartitionINAINAIWoodJR-211NoneJNAlSiding or StuccolNA Door-36x84 0.35 21 29.75 9.1 625 191 0 191 MetallPolystyrene CorelNo Storm Door-36x84 0.35 21 29.75 9.1 625 191 0 191 Metal$Polystyrene CorelNo Storm Window-102x12 0.27/0.29 8.5 22.95 30.47 195 259 0 259 Lowe (0.20)12 Pane (0.10) Surface 21Normal Window Window-102x66 0.27/0.29 46.75 22.95 30.48 1073 1425 0 1425 Lowe (0.20)12 Pane (0.10) Surface 2lNormal Window Window-12x84 0.27/0.33 7 22.95 34.14 161 239 0 239 Lowe (0.20)I2 Pane (0.10) Surface 21Normal Window Window-12x84 0.27/0.33 7 22.95 34.14 161 239 0 239 Lowe (0.20)12 Pane (0.10) Surface 2lNormal Window Window-60x12 0.27/0.33 5 22.95 34.2 115 171 0 171 Adtek AccuLoad Report Version 7.0.1 Page 24 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 BrownlPietsch 2902 Skyline Drive Eagan, MN Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-84x12 0.27/0.29 7 22.95 30.43 161 213 0 213 Lowe (0.20)12 Pane (0.10) Surface 21Normal Window Window-84x66 0.27/0.29 38.5 22.95 30.49 884 1174 0 1174 Low-e (0.20)12 Pane (0.10) Surface 2tNormal Window West Wall 0.076 120 6.46 1.48 775 177 0 177 Frame WallPartition (Spray Foam)f NAf NA) Woodf R-21 Closed CellINonef NAf Siding or Stuccof NA East Wall 0.076 120 6.46 1.48 775 177 0 177 Frame Wall/Partition (Spray Foam)f NAf NAf Woodf R-21 Closed Celif Nonef NAf Siding or Stuccof NA South Wall 0.076 96 6.46 1.48 620 142 0 142 Frame Wall/Partition (Spray Foam)INA(NAf Woodf R-21 Closed Cellf Nonef NAf Siding or Stuccof NA North Wall 0.076 96 6.46 1.48 620 142 0 142 Frame Wall/Partition (Spray Foam)INAf NAf Wood) R-21 Closed Cell) Nonef NAf Siding or Stuccof NA North Wall 0.065 367 5.525 0.99 2028 363 0 363 Frame Wall/PartitionjNAlNAIWoodIR-21lNonejNA{Siding or Stuccof NA Window-48x18 0.27/0.33 6 22.95 9.67 138 58 0 58 Low-e (0.20)12 Pane (0.10) Surface 2f Normal Window Window-48x18 0.27/0.33 6 22.95 9.67 138 58 0 58 Low-e (0.20)12 Pane (0.10) Surface 2f Normal Window Window-48x60 0.27/0.33 20 22.95 9.7 459 194 0 194 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-72x66 0.27/0.33 33 22.95 9.7 757 320 0 320 Low-e (0.20)12 Pane (0.10) Surface 2fNormal Window Adtek AccuLoad Report Version 7.0.1 Page 25 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmail.com ,7gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN Second Floor Breakdown Item Name Construction Type Second Floor Second Floor Ceiling 0.022 1776 1.87 0.88 3321 1563 0 1563 U-Value /SHGC Net Area Htg. HTM. Clg. HTM Sens. Htg. Sens. Clg. Lat. Clg. Total Clg. 0 0 0 0 East Wall Frame WalUPartitionJNA)NAIWoodlR-21INonelNAISiding or StuccolNA Window-60x54 0.27/0.28 22.5 22.95 29.56 516 665 0 665 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-90x54 0.27/0.26 33.75 22.95 27.7 775 935 0 935 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-90x54 0.27/0.28 33.75 22.95 29.57 775 998 0 998 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window South Wall 0.065 335 5.525 0.99 1851 332 0 332 Frame Wall/PartitionlNAjNAIWoodIR-21 jNoneINA1Siding or StuccolNA Window-24x54 0.27/0.28 9 22.95 16.89 207 152 0 152 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-24x54 0.27/0.28 9 22.95 16.89 207 152 0 152 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-60x24 0.27/0.33 10 22.95 19.3 230 193 0 193 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-72x42 0.27/0.33 21 22.95 19.24 482 404 0 404 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window North Wall 0.065 310.5 5.525 0.99 1716 307 0 307 0 3763 1000 4763 Ceiling under FHA Vented Attic or Attic Knee Wall, With Radiant BarrierlAsphalt ShinglesPDark, RI Heavy Bold Color1R-44 insulation 0.065 390 5.525 0.99 2155 386 0 386 Adtek AccuLoad Report Version 7.0.1 Page 26 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmall.com Sales Consultant: Job#: 20-22 Date: 07;08/2020 BrowntPietsch 2902 Skyline Drive Eagan, MN Frame WaH/PartitionlNAlNAlWoodIR-21lNone(NAtSiding or StuccolNA Window-48x18 0.27/0.33 6 22.95 9.67 138 58 0 58 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-60x54 0.27/0.28 22.5 22.95 8.76 516 197 0 197 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-60x54 0.27/0.28 22.5 22.95 8.76 516 197 0 197 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-60x54 0.27/0.28 22.5 22.95 8.76 516 197 0 197 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window West Wall 0.065 373.72 5.525 0.99 2065 370 0 370 Frame Wall/PartitionINAlNAlWoodjR-211NoneINA(Siding or Stucco(NA Window-26x54 0.27/0.28 9.76 22.95 29.6 224 289 0 289 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-26x54 0.27/0.28 9.76 22.95 29.6 224 289 0 289 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-48x42 0.27/0.28 14 22.95 29.57 321 414 0 414 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-72x78 0.27/0.33 39 22.95 34.21 895 1334 0 1334 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-90x54 0.27/0.26 33.75 22.95 27.7 775 935 0 935 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Adtek AccuLoad Report Version 7.0.1 Page 27 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount . MN 55068 612-386-5373 - thomcoheating@gmaii.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 BrownlPietscn 2902 Skyline Drive Eagan. MN Basement Breakdown Item Name U-Value /SHGC Net Area Htg. HTM. Cig. HTM Sens. Htg. Sens. Cig. Lat. Clg. Total Clg. Construction Type Basement 0 2296 200 2496 Floor 0.02 1776 1.7 3019 0 0 0 Basement Floor (2ft+ Below Grade)INAINAINAINo InsulationlAny Floor Covering132 feetjNA North Wall 0.076 88 6.46 1.48 568 130 0 130 Frame Wall/Partition (Spray Foam)INAINAIWoodlR-21 Closed CeIllNoneINAlSiding or StuccoINA South Wall 0.076 88 6.46 1.48 568 130 0 130 Frame Wall/Partition (Spray Foam)INAINAIWoodIR-21 Closed CeIllNoneINAlSiding or StuccolNA East Wall 0.051 480 4.335 2081 0 0 0 Basement Wallf NAIEight Inch Brick, Stone or Concrete WalllWoodlR-11INoneINAlBiockl8ft West Wall 0.076 120 6.46 1.48 775 177 0 177 Frame Wall/Partition (Spray Foam)INAINAIWoodlR-21 Closed CeIllNoneINAlSiding or StuccolNA East Wall 0.076 120 6.46 1.48 775 177 0 177 Frame WaIUPartition (Spray Foam)INAINAIWoodf R-21 Closed CeIllNoneINAlSiding or StuccolNA West Wall 0.065 293.98 5.525 0.99 1624 291 0 291 Frame Wall/PartitionINAINAIWoodlR-21INoneINAISiding or StuccojNA Window-36x80 0.27/0.28 20.01 22.95 29.54 459 591 0 591 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-36x80 0.27/0.28 20.01 22.95 29.54 459 591 0 591 Low-e (0.20)I2 Pane (0.10) Surface 2lNormal Window Window-60x48 0.27/0.28 20 22.95 29.55 459 591 0 591 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-90x48 0.27/0.28 30 22.95 29.57 689 887 0 887 Low-e (0.20)12 Pane (0.10) Surface 2)Normal Window North Wall 0.065 37.98 5.525 1 210 38 0 38 Adtek AccuLoad Report Version 7.0.1 Page 28 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmaiLcom Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN Frame Wall/PartitionINAINAlWood1R-211NoneINAjSiding or StuccolNA Window-48x18 0.27/0.28 6 22.95 8.83 138 53 0 53 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-72x80 0.27/0.28 40.02 22.95 8.77 918 351 0 351 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window North Wall 0.051 84 4.335 364 0 0 0 Basement WallINAIEight Inch Brick, Stone or Concrete Wall1Wood1R-111NonelNAlBlockl8ft North Wall 0.051 184 4.335 798 0 0 0 Basement WaIgNAf Eight Inch Brick, Stone or Concrete WallIWoodIR-111NoneINAlBlockl8ft South Wall 0.051 352 4.335 1526 0 0 0 Basement WallINAlEight Inch Brick, Stone or Concrete WalllWoodlR-111None1NAlBlockl8ft Adtek AccuLoad Report Version 7.0.1 Page 29 Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmail.corn Eagan, MN Sales Consultant. Job#: 20-22 Date: 07/08/2020 First Floor Breakdown Item Name U-Value /SHGC Net Area Htg. HTM. Cig. HTM Sens. Htg. Sens. Clg. Lat. Cig. Total Cig. Construction Type First Floor 0 7682 525 8207 Floor 0.035 48 2.975 143 0 0 0 Floor Over Open Crawl Space or Garage (Spray Foam)INAIPassiveINAIR-31 Closed CelijNAINAft South Wall 0.065 404 5,525 0.99 2232 400 0 400 Frame Walt/PartitionjNAINAIWoodIR-21 jNone;NAISiding or StuccolNA Window-48x42 0.27/0.28 14 22.95 16.86 321 236 0 236 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-48x42 0.27/0.28 14 22.95 16.86 321 236 0 236 Lowe (0.20)12 Pane (0.10) Surface 2INormal Window West Wall 0.065 344.96 5.525 0.99 1906 342 0 342 Frame Wall/PartitionINAf NAIWoodf R-21 f NoneJNAJSiding or StuccolNA Window-36x12 0.27/0.33 3 22.95 34.33 69 103 0 103 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Window-36x12 0.27/0.33 3 22.95 34.33 69 103 0 103 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-36x12 0.27/0.33 3 22.95 34.33 69 103 0 103 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 564 0 564 Lowe (0.20)12 Pane (0.10) Surface 2INormal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 564 0 564 Lowe (0.20)12 Pane (0.10) Surface 2lNormal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 564 0 564 Lowe (0.20)12 Pane (0.10) Surface 21Normal Window Window-36x66 0.27/0.33 16.5 22.95 34.18 379 564 0 564 Adtek AccuLoad Report Version 7.0,1 Page 30 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmailcom Sales Consultant: Job#: 20-2k Date: 07/08/202' Brown/Pietsch 2902 Skyline Drive Eagan. MN Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-48x42 0.27/0.28 14 22.95 - 29.57 321 414 0 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window 414 Window-48x42 0.27/0.28 14 22.95 -24.5/ 321 414 0 414 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-72x12 0.32/0.25 6 27.2 27.5 - 163 165 0 165 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-72x86- 0.32/0.25 43.02 27.2 27.43 1170 1180 0 1180 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-72x86 East Wall 0.3/0.32 43.02 25.5 33.66 1097 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window 1448 0 1448 0.065 378.25 5.525 0.99 2090 374 0 374 Frame Wall/PartitionINAINAIWood1R-211None1NAISiding or StuccolNA Door-36x84 0.35 21 29.75 --9.1 625 191 0 191 Door-36x84 - MetaliPolystyrene CorejNo Storm 0.35 21 29.75 9.1 625 191 0 191 MetallPolystyrene CorelNo Storm Window-102x12 0.27/0.29 8.5 22.95 30.47 195 259 0 i 259 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-102x66 0.27/0.29 46.75 22.95 --30.48 1073 1425 0 1425 Window-12x84 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window 0.27/0.33 7 ---22.95 -- 34.14 161 239 0 239 Low-e (0.20)12 Pane (0.10) Surface 21 Normal Window Window-12x84 - 0.27/0.33 7 22.95 34.14 161 239 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window 239 Window-60x12 0.27/0.33 5 22.95 34.-2 115 171 0 171 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window _ Window-84x12 0.27/0.29 7 -22.9-5- - 30.43 161 213 0 213 Adtek AccuLoad Report Version 7.0.1 Page 31 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmaii.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 Brown/Pietsch 2902 Skyline Drive Eagan, MN Window-84x66 Lowe (0.20)12 Pane (0.10) Surface 2JNormal Window 0.27/0.29 38.5 22.95 30.49 884 1174 Low-e (0.20)J2 Pane (0.10) Surface 2JNormal Window 1174 West Wall 0.076 120 6.46 1.48 775 177 0 177 Frame Wall/Partition (Spray Foam)INAINAIWoodlR-21 Closed CelliNonelNAISiding or StuccolNA East Wall 0.076 120 6.46 1.48 775 177 0 177 Frame Wall/Partition (Spray Foam)INAlNAIWoodIR-21 Closed CellfNoneINA1Siding or StuccolNA South Wall 0.076 96 6.46 1.48 620 142 0 142 Frame Wall/Partition (Spray Foam)lNAINA1WoodIR-21 Closed CelliNonelNAlSiding or StuccolNA North Wall 0.076 96 6.46 1.48 620 142 0 142 Frame Wall/Partition (Spray Foam)INAfNAfWoodfR-21 Closed CellfNonefNA1Siding or StuccofNA North Wall 0.065 367 5.525 0.99 2028 363 0 363 Frame Wall/Partitionf NAINAf WoodIR-21 f None(NAjSiding or StuccolNA Window-48x18 0.27/0.33 6 22.95 9.67 138 58 0 58 Lowe (0.20)12 Pane (0.10) Surface 21Normal Window Window-48x18 0.27/0.33 6 22.95 -__ 9.67 138 58 O 58_ Lowe (0.20)12 Pane (0.10) Surface 2fNormal Window Window-48x60 0.27/0.33 20 22.95 9.7 459 194 0 194 Lowe (0.20)12 Pane (0.10) Surface 2(Normal Window Window-72x66 0.27/0.33 33 22.95 776.7 9.7 _ - 757 320 0 320 Lowe (0.20)12 Pane (0.10) Surface 2lNormai Window Adtek AccuLoad Report Version 7.0.1 Page 32 Thomco Heating & Air Conditioning Inc 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 612-386-5373 - thomcoheating@gmail.com Sales Consultant: Job#: 20-22 Date: 07/08/2020 BrowniPietsch 2902 Skyline Drive Eagan, MN Item Name U-Value Second Floor Breakdown /SHGC Net Area Htg. HTM. Gig, HTM Sens. Htg. Sens. Clg. Lat. Cig. Total Clg. ConstructionType SecondFloor o 3763 10-60 - 4763 Ceiling East Wall 0.022 1776 1.87 0.88 3321 1563 0 1563 Ceiling under FHA Vented Attic or Attic Knee Wall, With Radiant BarrierlAsphait Shinglespark, RI Heavy Bold ColorIR-44 insulation 0.065 390 5.525 0.99 2155 386 0 386 Frame Wall/Partition1NAINA1WoodIR-211NonelNAISiding or StuccolNA Window-60x54 0.27/0.28 22.5 22.95 29.56 516 665 0 665 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-90x54 0.27/0.26 33.75 22.95 -27.7 775 935 0 935 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-90x54 0.27/0.28 33.75 22.95 29.57 775 998 0 998 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window South Wall 0.065 335 5.525 0.99 1851 332 0 332 Frame Wall/PartitionINAINAIWood1R-211NoneINAISiding or Stucco(NA Window-24x54 0.27/0.28 9 22.95 -16.89 207 152 0 152 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window Window-24x54 0.27/0.28 9 22.95 16.89 207 152 0 152 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-60x24 Window-72x42 0.27/0.33 10 22.95 -14.3 230 193 0 193 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window 0.27/0.33 21 22.95 19.24- 482 404 0 404 Low-e (0.20)12 Pane (0.10) Surface 2jNormal Window North Wall 0.065 310.5 5.525 - 0.99 1716 307 0 307 Frame Wall/PartitionINAINA1Wood1R-211NonelNAISiding or Stuccof NA VVindoW248x16 0.27/0.33 6 22.95 9.67 138 58 58 Adtek AccuLoad Report Version 7.0.1 Page 33 Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmail.com Eagan, MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-60x54 0.27/0.28 22.5 22.95 - -13.76 516 197 0 197 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-60x54 0.27/0.28 22.5 22.95 8.76 516 197 0 197 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window Window-60x54 0.27/0.28 22.5 22.95 8.76 - 516 197 0 197 Low-e (0.20)12 Pane (0.10) Surface 2lNormal Window West Wall 0.065 373.72 5.525 -0.99 2065 370 0 370 Frame Wall/Partition1NAINAIWoodIR-211NoneINAISiding or StuccolNA Window-26x54 0.27/0.28 9.76 22.95 29.6 224 289 0 289 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window I976 224 289 0 289 Window-26x54 0.27/0.28 9.76 22.95 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-48x42 0.27/0.28 14 22.95 29.57 321 Low-e (0.20)12 Pane (0.10) Surface 2JNormal Window 414 0 414 Window-72x78 0.27/0.33 39 22.95 34.21 895 1334 0 1334 Low-e (0.20)12 Pane (0.10) Surface 21Normal Window Window-90x54 0.27/0.26 33.75 22.95 27.7 775 935 0 935 Low-e (0.20)12 Pane (0.10) Surface 2INormal Window Adtek AccuLoad Report Version 7.0.1 Page 34 Thomco Heating & Air Conditioning Inc Brown/Pietsch 15185 Carrousel Way Suite 106 - Rosemount , MN 55068 2902 Skyline Drive 612-386-5373 - thomcoheating@gmail.com Eagan, MN Sales Consultant: Job#: 20-22 Date: 07/08/2020 System 1 CFM Duct sizes and velocities based on settings selected in the setup screen. *Duct sizes calculated using this CFM. Winter Summer Winter Summer Return Supply Calculated Calculated System System Item Name Velocity RA Duct Size Velocity SA Duct Size CFM CFM CFM CFM System I 634 34 x 12 770 28 x 12 1550 2159 1796 *1796 Basement 611 12 x 8 733 10 x 399 * 407 462 270 Basement 561 4-6" Runs 561 4-6" Runs 399 * 407 462 270 First Floor 617 32 x 10 771 32 x 8 636 * 1370 737 907 First Floor 561 13-6" Runs 561 13-6" Runs 636 * 1370 737 907 Second Floor 647 26 x 8 765 22 x 8 515 * 934 597 619 Second Floor 561 9-6" Runs 561 9-6" Runs 515 * 934 597 619 Adtek AccuLoad Report Version 7.0.1 Page 35 - 180.00 N00 26'45'W 13 O cn CO D l ;� N J m D >zOO I --I X. C.n N .A A v r^ <C Xm � Amax fTiO �..5'-., i N A Na 0J �l 3 CD Vl N A �1 � � Q7 � 3 � 00 Cl) Cl) Cl) :I] �� CD NO Df7D —t Cj fCTI ,(mj t cA cr)— co - Oft N...� D ; to-lj D p/J 11 o N ]� CD •