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4174 Summerbrooke Pl 211 7L/5;tmd,26 .4hdoct DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) -* Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi — Deck — Porch(Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex _ Lower Level — Pool _ Accessory Building VyORK TYPES New I— — — interior ImprovementDemolish Building* Siding — Addition _ Move Building _ Reroof _ Demolish interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation 4/°11/ 0/ Occupancy Z'lz6,./ MCES System Plan ReviewCode Edition jij SAC Units (25%_100%� Zoning City Water Census Code /at Stories o\ Booster Pump #of Units I Square Feet ./'/ 3 PRV #of Buildings I Length 6-1/ Fire Suppression Required Type of Construction � Width 3/ REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) * Final I C.O. Required Footings(Addition) Final/No C.O. Required Foundation M' Foundation Before Backfill HVAC—Service Test Gas Line Air Test_Hood Roof:4 ice&Water j4 Fina Pool:_Footings Air/G Tests Final Framing 30 Minutes 1 Hour Drain Tile Fireplace:„Rough In 4 Air Test 9 Final Siding:_Stucco L h' St e Lath _Brick-EFIS Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final 4 Braced Walls ---- - Erosion Control Shower Pan Other: Reviewed By: -K"------------------ ,Building Inspector RESIDENTIAL FEES 0/I/ f'IY h k /,/ 44&f4 _ -/t' Base Fee ..)‘ ,c10 rr4' 1.�. l'/Ox/ & 7(23 ' ictf, ,vit 0 Surcharge tg Plan Review / (7 / , ,-----0, ,..-- -- I I o3 RECEIVED DEC 0 4 20* New Conadruction Energy Code Compliance pm mum%Ikerooreamilems mosolime mialooll IMMO twos*0*II fere***1/.41411111 illisilliworlifelialibrallig riellilltataft lilliellmmailbobeft Ow'ewer 4.4 0641."01••••"0" n kV/41 fzirmvairses ai eirsolltiliftli in IA%imaii a ---- -- ___ '1179 -5,-,0-144,Lr-ip40.11‘q_ 11 L kc,<, ililmorellelmilliawbeimails. t 514SS HO.%ei$!LA-C 6C/5AV-ill ,TNIERNIAL ENVELOPE ,MACON SYSTEM twm,oo*MI Wila 01/01 0. Pis Few. House oleo 37/a sq Ft I. ' fl : . II' ism Ow oaf sompsoisibrill ,, van*eresikii•iftdoisibir) ‘-- f• Humber or barbecuing --) i I 1 I 3 .1 *), Z i 1 ImembitIon Locution *; I / 1 i, 1 / 1 1 ' / lialuorEIMONi IMO ' -r- _ resilliMasUllall g•id ; , p.,..a.of MO ow girelle ,ROO Jost r.....ileftq il- % a , Ambeicalkin, t-ai , 1 A ! IL Ilili i .0011109.111‘ 9.441 X is- J .., - saisliuml - • X' Ibiglilmemorar awillopmed anis ;A' ' i , , , Own imismysew wow , ; . Ossallks elberiasslhold Nom .- so *of .....s.C-4)......A t :3 iir(4. 3.411/ .04,4$ 4-4 fr..*) 1.......s.ems t7 se Comili.ems essidgleCtsseillsosellpiore skoompeo•Feuer plusiss=axe ow dbor)U i 0.31 avow&as mos swum tis orildelowell 'poop eallor Mot ewe Ceellidwil 0-3 ..** 30 MECHANICAL SYSTEMS Illkilmem No Sam I a Two , Afollemig #4011onii*Vein Wow , ..,:,_ • X Prat Type 1/42 i" '6 s AM" A 0 S ri cc it.,cr p . . 111wIllosillaur V-Ade trX I I<AA 40,1( 0 . 10111113 Alt-tql(1140 1 3400 YIP) El ' . tope at , Capiceir,in 1 ......_ Gd".44 Z er II, I—, , ./Ingeit , 1 glaile WV= 1111-43 4/047_ %Ors 1 3 0 . j /pir 11--/ ----4 , whot tame Pimlico. Laiamptei Ow er WOW Unlall11.4.0110111101.111 12707 7 .‘,.... ' rtSivit. q 3 „...„„,, Mammy 44111• • era -2.-arl CAtee C 4'wed Ow UR . i Illimilmilearftillsem isigima -swat*NU lilsoilbemor eillilionellerambiud tisallos ir=eft spiallowlf c Ø .oaltsd- t lab Safflatin fir!Mr*MOS Gettemassm se, amis.rive ,INK ipogruilisope turk•pplummasj ER v 1?„,4 °F4 .41 il efC.41410 f 17.AA eir Kt 4,ow0901111411111railidh OM .5*,f q k- 0 Tco@ /?C f /P1 pe..., . ',,... .m...,.. rv.00...ivi cameriil.s. ... r _ meir elnamerVarifisarfiRVICApecit Ilitellow I a. , ,--go gifidixter spromir -. estiataringlimettitaill appeasy*i an& -3=1:7.5- * 4 twasemergaraw_ensinie. I Rid./,....... 1 L _ ., . 17.-Ge&Alrl i Commulloyamerimaiminallmaille imams fire, ptipmembics on neat ofmis• 4 YoUltwubillsoirleiCONSIONOgai sodium 5:2(P Updated,4w 3 ''' LEIVED DEC 02 Ventilation/ Makeup and Combustion Air Cakulations Submittal Form for New Dwellings These bindanabenittai lane and beinesiona are amiable at the City of IIIIIIIhaebsee and at City nal.The ains*tast fano must be sabazatad la duplicate Atha WM at appliation far ainactanaad' permit far nem cansonake. Additional forms maybe donadeadad and Meat at bear//atemiloa-cnn91~ n , enanann 5. _7i 51..mtellevied, 44A cl r eu6 , !ammo.ta.P,ew Section A Verateatim Chnevety Pennerna came be WV Taft ItLielel air Ewe=1.14.1 nonielteatenatanad awes inbadsa Seumettot-tbeeed or widlisenC _3 79d Testi napiessivateadast sessicomf bahnows 57 . eimesitiousventatain VE-T.57 feeofiets-DESermne the teen and candormirs sentilekes nee by either new retie 10104.2 or egleatien.1.14,_ The tab*gm et f equation we taker. Ude fillet/ 1 Tad and Caw:Moans Ventbeion Rates On elm) Number at Bedrooms I. 1 3 4 I 5 6 Conditioned spaaa(rn Tote/ TOW( Total/ TetaV I Tote/ Tot* ft l contionows Ceitlietleata ' cork manis cantinumn i tontine' ass caritamen 10000-1500 el/40 75/40 WO 10543 : .4 -4' , 135/66 4 1931-1eXt 70/40 SS/43 100/93 115/Sif : 130/6S ° 145/73, mai-moo MAO stsmit L10/55 125/6314 e ° MPS 2 )1-3000 90/45 /05/53 /70/60 135103 1 n115°1715 1 , 155AB 301-3500 UStiSil 115/531 137/65 145/73 1 MAO I 175/18 350/-4000 110/S5 115153 140170 155/71 170/3S—r 1 115193 40014500 IMMO 135/131 1 165/113 1e00- 1 135/98 4501-5Xle 137/65 145/73 UAW 175/1111 150/3S 5001-55170 140/70 ' 155/711 170/45 13593200/100 ssoi150173 165183 IMMO 135/96 nO#105 1103 "--2257"2491131251 equation 114 OUR I(Ware eat of andinonee num,41 n e(surever al Waltman•i}i ektita' I vanidielen ata tebn) Thee sentlistban-The nondenicel mentdaties system shall provide easiest oatdoor an in aloe tise IOW ventibitien rea average.for loth anehaur petted accarchng to the abase on*ar equation. For ht retenrey VeCeleeece(WV and eneqw recavely vends=OESN't the mew karmic venation twenty mutt be deemniered ist Celasideration titans reduction at eitheust or out outdate air intake.or both.far defrost or other mission cadet. Oracirmeas armansian-A mum at SO peccest of she total veredatban rage,kamp_kgmAkagAilisfin shoal be provided., on a tantinumas rens avows Wash one-bow salad. The wen at the eretheartal venthatton system Mended ea he reathationamav have arrearnatic ceding cannon pronifeer the average flow ease tar each hour la met. • Vireatban NOW _____J nonsalibitrosierobarstald G e'ialeemsuiltf�inati aaeailreebeaetarentOugge Skima� �' , ,,-diseitvmltihko v entatlm�ldamq utlF iemenneetilkodfogitein soaiarsawaMraiomaeass®ic Greer 1 iM�Ad►lee i ?Cadmusaeaaeiele� avae wa imasetat 1 i cateltianinimellimigiottresorthinUM Deictkor-Omar**mwthergiventikikii.itaktmethiretiwastaralip Seiemd' mw* WbRVor Mfg.there*koluthi.t aenamite, ingslaatillownaMbrequatesergreartikinforawkwiggiages ailyand imf6aea hiPaPirsetertiontAtommellimus cote,, ,ragAper in;M .the votelittionftm aunt eat amid a� Animmericamentratigrearivlikerwolfs kirgerfine that*ape itisia gas*ho 6 %%Martian Falk!dark* 1 tam 1 • ! ik‘. ; tie..4 11--?skri tqconar - ' , . - fill- Ottembeer-ittenforschstiatihaffliftesoilbie aesEChaffin tfO Se cfmt,aft ethefforritIt f* extigliwilawliesimillM111111111.111ft Mitjati Ihatitdowforasedumous waithellit wait kr squat attorffieeethe sendrailbejtur mast asterMOW Aatuawaltairrbwill amp saw the age*a blips,pit ORM epentigi a pwarnifter of wit itasz !And agoda illwareiraia®aed7rewilint r ^ J EIPr: rr.-.-.' !. z_r#n g di'f11111! Iii.'i caude.0..aaget deem" .i, ex I T® l '- Q.F .SemalbraieapsinkeeierediabliasgalseaUm 3kwiliiflePievptimesefewetaea*itaPum* dintertanifinallogistaarapitanca.Wald eztirarke met aolimartikeigar plimainuatqfaiNiostgaNtpaper wooradin of intsciliattim aenaiMtre_Amodio thEE endeae,ant Iswan ata'aaycsolask lturEtutagraufkeffsiik g` stebrarNlart orkifttiti4 deaedleIowa Witte rr alias fltutilitesentaidsod liii~nth tale ettlendtheamillim4 Owe dingrtbe ace aid ElifEotiFabe ammariliforbre-teats 6oifildes rift suiragawstamtwantelitar recanummottbsteepswottipotberdicketertiftliiitibillialv404~fisretwertipmentSint hatemeecattnikoraggestemeed Swam a I ----Elf ---] ttiratMk 10234 EmostfiepinracimeoaemreielEtidiutElliESILUI 7. wilogloomilealtiormaikdit EbErsEsE lime mosalseis boot WEE 11.24.4 Ieves L I Sot sad efiMusind.maws*.Ilieea►e p i .ameft ei E (10-- Stirnonmarinosimmosubilemistatubmat hp 2 on pc C F .. DE.. 08 carecongs-la oak(redetermine the makeup air;Table 501-11 awed he fiNed cut(see beknel. For most new este"wham A wilt be appromhote,however,g otmosphertadty vented appliances ar sold fuel appfainces we intuited,use the appeal:date calosaa.Far cattle,&saws,see SIAC501.13. Please oote4the cookrup sieuenety is najotibe.no athaltioned inekrup air wit be regebed for ventifotion i,r the vahe is posit hoe refer to Tank 5014_3.2 and she the opening, Ther the Ow,size of openkig and twe oam(reaategular.Per or rigidity the last Ike of section a The maire-up ale suppV must be hotel:fed per WC 501323. Tattle 5013.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT EN DWELLINGS pakmogn onnintoon air wa be awned far aseabealeamedisaces,geg CM avelbedibr eaketattans) Ow sr avatiple paw" 'One or modiple fen- : Came aismeaplietiosle beat MAW aaaraplabilcada : met masa eerie anuldes I a 6 0 1 6 Fa sand :petered*einem sr vented pit wad t Fraerarass ar am ;paeaseereet direct vivre ame sad bad matares appliaears 6F sad limb Fgembsom agplanors appeantes *plea= [ , • Cabana C Came D ' Cabinet A Ceemon a ' L 0.15 0.09 0.06 003 at pressas fame [ , telatis12 ' 14 abaddtkand blow mar isf$feclodlog 37(7.GI . tieliaidmed isawneits) eassmerd Klause Iteleadian(clb*nA ; . : .24 . i Wow&Capatitt 1 • c ' ad esediamous esbausAabbsveatietiea [ ; ' wean(Oink feat wadeable be [ '1 Meta beatietian wawa suds as 1 ' [ ' ; won bi dodoes*pp band 135 135 135 1135 L1/4et IMO Awe admit ran felbat Mabee awed tepitalle 6 rf 7 _, (pat apfdluble treannuoug won 34/7)0 We" orannwold wow pan neeariont Not ' Igo• 1 et Ir _ii.e.mettoennunesreemsarivi or dpeormid asiblav aide eledifrabp APPlicable ,labodecked ead seattleed be adbabati Ural ElhanetCappolarichat i ,Pie•Ib-bIc•24 1 5 57 I.Mame ketbearalty ptibd aluseneasocioacur thins Awe) 9 557 ........................... • aka* Tie 1 -ii.bboadtv(drat Pa–3O1 i1 Priebe is tiapatat,es vam1 neededi . AL Far beats.Mr OpobiedSidod,beer 'ta MOE SDIA2 — A_Use that edam Chew we adberisbas tab-aaillad ar astaespheleak WOOL DIS or af aglabsob or ft ears aor go obobooloo oaditoroos Wooer loot mod *ebb mere applaaces asap be abet) IL Use Oa anima if*set lease twasastad agiontx per mamba'eassera.pfeedareara adbaribas afransgb~61666111 appbeices beee die be tadadadj C.Meths adneme if Ibex bore aboaabbasbraffp waled balker thart dmageser4 am be al madam pee amble maim far con solid-kW apPreate. EL meta Wham Ifthere age babeiple auswat.adcarbabeateal gas er ad appiescas magi a eembabaa wet es-tomb are atariasaikedirallbeented gat at al applikausamSsarsi feel appeams. 6.ifonasWeabdiebupCandebbCalsOILSILeabe Pap 3 of 6 _ . Stadnan Air Claming Table far Newand Einem� L. f, 2 '9 Table 50132 2 • omearinnapiaanger -Ore ormap*toe- [Aar r mg. I assisted appances ad wessed gas orai vetoed go trod ii CZ°MU i,potterer*or appilioaeorate solid applamteetaam 101$ msieaemea eeeeeeaeeateeos hada a plooes A •Cain R Clam C Caimee11 iri task*weft 1- 1-22 1-t5 �1-9 3 Pinta await ' 37-16 123-41 SSe-a W-17 ,a i Panic emacs 4l7-" 42-6 a-46 I6-2 9 ratan gea+iili 1St-163 47-1i 47-43 -42 6 Passim tsarist 364-232 1 -143 7a-99 43-a 7 ape233-317 144-196 148-115 62-63 ,a ralainapen*a x-419; 196-291 136-179 04-110 '..;9 to streee 420-7303 ZS9-33t 190-Z til-141: 10 } taaarittap 507--679 333-419 231-190 143-179 11 witootothed damper t a aorteredreahee4o:iir _1472 3415 2,213 rt79 ; afA. EL Au arteeitabot lug&of103 hestatnand smooth mad lbrtisa _Wow=4 hat foram nosier hone toteteo feet far each 9C-throe dhow ta deitiethe ea oestaidis people of drilightthettanattabire. L.MOW diethased,otm the diet 8iaae teebeaeries9e.MOW Asa*ail beseetdeedia6RnEl sup deafr*ta ocespout. C_Rarooraeeiedampest afe prohibited is passim r air apesimporeebeaeor appikaress+eooieei. 67.Peraeted oohs.tit shit bede dcedoinmlaca ioilittlsiape[esdeb stWon. Santion Combustion air no tootanoi p rtoect okaitoesQeitssebosplewcearWow'natal44p42nCeit IX Pozen hoe MEC Appoollit E.Wodohoo&Is semitone tun 1 6 ii 67thertdeAaibr botaranion-firoareanspheric ac poser reenordenataines we inneiant dm:kr:he eppeepriate box,net required Va power antateranwspheciararvemaed.instage4 ane eFGCAppendir& E-f i Please ad:erste and Combastfort air Witt stipples beams conanaiticente reek the epplience at appfrances that require the anakarden elk Staid n F on the next 2 paw triefewtstAVeaddrobapDorizAtUalit151.1dorx Page 4 of 6 utiVED DE: 0 2 2079 medians-Me MiniteSoto hid 60S Code tangled to eakoiste to site ale reward cara"air amnia%is cam(tiee KAMM Air Vitration Method. For new amtrectivet a Ofd4 k/WM,lid be Mad et& WM Ammer F.,Mashes 14 tesidential Carikualleallir Canteen tention per Pgragor.Pier,arsitor Water Heater in the Slige Space) Sion I:Connie*gem&Inetenetle maim!inenmanan. einenektbr; lites*Mean len Assinee Ved 406rIcl wit 74 CVO Bed* er neater Vest Wear Heaver x Witt Howl Fan Anined Dina Vert leve 3747:2"4"4" deal* et Power Hist Step*Caltentensegabine at Ma Oseetnisang itentanas Spice PAS)eginaleing canbessen applarges, Tbet76 beedesaa spites conmected to gme antsitart cede naisnlied ansaiires CAS wham /350 LentenL. W H Seep*estenoree Chaapes poem SPOM Detaidt ACK wets Mee been Inosipataten ions—able for see nab inenton WAR bleand). 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Sep Cetradebe the wane sit grand*blestertdisne Os ibe bed reedrededelen Inks= niensetheen Seep ZHIlkeinter Wain Serptia at Sepal eon= 3571, 1371w Sep eestaidaselinbation FatiorPtet - 36.4 ' BF=1 inesellide Hap 1:Cdratibe siedeaddeor*peon as if al combustion air keen anode. ; Toed anew beet ef al Conitenentenitagorsin the sena CAS twin.A°4"0 *We PIXIIPFGHEICTVENTY Onntendon Owning haw Vitilit end POO*Abed WOW Medbr pee in' 4 :111glae/ negate Fitt I 4- Sump et Cabinet beemerg 7 a- tiesiegaii CAOlt=CAM andliteed gerenigni COOP= /6 6, /0-.1 y Step*ralodeteGeneollon kr Opera,Theitener IMOD) Meg wenettel en de wane neer tehfivimeriCAOA CAM=L.13z idieregn CAHN' 3-.2 ift pompom nee It stet if unto Om dna I nesiget We tan be diainsesen ugly*SPAM reloneins cebtaser dote test Frew prendtres ti Seaton '5.if": LX GAFerneeVentegenCeneskliCalsellSlidgoa Paw 5 of6 I RECEIVED DEC 0 2 2019 01K24sperdisE..Talk E-1 air fkopaired intes40a'Volare Based en Input Wing ofApplarlarl and 4ela thad Kazoos Air ardiftratlaa tame�.t01f Method fta 01 Ostidial Fart Miliebsd or loraier Vent laaesrat Draft 1994 so pa sat Pre-1994 1994 to present Pre-1994 1 7I0 375 ISS 975 161 , T 900 750 315 1,030. 525 14047 4 750 1.125 563 1.575 700 70000 -1 120 1,500 7502 !0 1050251 00 1.250 1075 93a 1 2.625 1.313 34000 1.,5044 2,250 1.125 - 39350 4523 ' 354737 `1.790 2,625 4313 3.675 Usita 40000 ZOE 4000 1, 4.090 r a, 450 2,2,54E 3,37S ; I.629 X725 Z.363 50,000 2,500 3.7 7116755.230 /675 1 55,E i 250 4.12.5 5,775 zeta 60 - 4.500 6.300 4150 1 641:00 3 ^a 2.430 6.103 3.413 I --'; 7,350 ..�..; 750 i - 2.813 7.275 UM 01030 4000 0000 3,000 i 4.400 15«000 4.250 6.175 3,100 gAZi 4,464 07,1M2 4,520 6.750 3,375 SAW 4,725 4,75 tus 3.563 102000 SAIM 2500 4750 "14,500 5,' too, 08 ' 5.150 1 7,475 4934 11.025 5.573 110000 4500 ILISO 4.175 14550 5.775 1=01 4758 a 4,373 12,275 6,032 120001 6.1700 9.007 4500 17.602 43 usma ! 6.150 9.375 4,601 13.1254.563 134,0034.500 4750 4,215 ,13050 OM 136,006 1 6,750 AM 5.063 14.175 7,022 1413001 i 7.010 114.500 4750 14,100 7,350 1007,79) 10.875 5„43'8 Ban 7.613 150000 17 154,7 7 Israma 1 7.71 11,625 5,213 I iPear J axe u.000 6,00f1i {16000 4400 mow Sri 13,,375 61,128 117,3 4664 1710®0 1,500 12,756 4,373 17056 4925 , 175100 I 4750 13.125 6.563 14.3.75 4,100 1827000 9+003 1.3.509 6.794 14700 4.450 1.415000' -4250 13075 6,9 143 713 1 ,, 4500 14,250 7.125 14950 9,975 195 4.750 14,615 7,313 10,475 10O32 302002 IOW 151.070 7,500 21.000 10,900 MAO 15,575 7.60071.525 10.E , 210,000 245000 15,750 7,8 22,E 11.07S 245,600 1Q<,750 �e y 100 2 3 71,575 , 11�' 16.5 Y 1,4 1 Y 225,E 110240 16075 1 4.432 23.675 11,813 name 11.500 12250 4 24.150 1. lbw 14 ‘sa ntherstodulterypiairreetedateharihe 19K fidisseets blow Cede.lie&keit Mtused:elbk et der tate AS GM AOC 2. This sediem oafkeMir isms beused krdradiopsasesereeed poxes 1994 Tat defiek EMI 114cA*A1Wd 040*Q. 6„-VorwisAvanatialzetaireATICais041511.dres Page6 0,16 L. ^ 2 l9# New Construction Manley 2 Story { HVAC Load Calculations for Manley Consruction 4174 SummerBrooke Place Eagan,MN 55123 ski RHVAC E � ` T R0SIDEId"1IAL, HVAC Low { 3 � V 1 A i S 1 i 7 { 1 f Prepared By: Randy Andrews Lofgren Heating&Air { Apple Valley,MN Friday,October 18,2019 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. � i t ittalight t, +S - :I t,Mr� I �,I New 0000 rctl t P2: ^ L Project Project Title: New Construction Manley 2 Story Project Date: Friday,October 18,2019 Project Comment: Client Name: Manley Consruction Client Address: 4174 SummerBrooke Place Client City: Eagan,MN 55123 Company Name: Lofgren Heating&Air Company Representative: Randy Andrews Company City: Apple Valley,MN Reference City: Minneapolis/St. Paul AP,Minnesota Building Orientation: Front door faces Southwest Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 960 ft. Altitude Factor: 0.966 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rellitun Rel.Humamjaulb Difference Winter: -15 -15.33 n/a n/a 72 n/a Summer: 88 72 47% 50% 75 30 Total Building Supply CFM: 1 400 CFM Per Square ft.: 0.369 Square ft.of Room Area: 3, Square ft.Per Ton: 1,161 Volume(ft3): ,324 Total Heating Required Including Ventilation Air: 56,9 h 56.956 MBH Total Sensible Gain: Cn6 Btuh 69 % Total Latent Gain: 1 Btuh 31 % Total Cooling Required Including Ventilation Air: 39,18 Btuh 3.27 Tons(Based On Sensible+Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. S t i I C:\Users\davidh\Desktop\Manley 2 Story SummerBrooke Place Eagan,MN.rh9 Friday,October 18,2019, 12:10 PM j R -Rte& ti 1014v#aGf - _ - -,. Ii ;Rewun b1-i] *tnesota owteweeweitee . •1 �. �.`2S !Load Preview Report Net tt 2 Sen: Lat Net Sen c CFM'' c Scope Ton Ron Area Gain Gain Gain Loss Building 3.27 1,161 3,792 27,077 12,105 39,182 56,956 1,104 1,400 1,400 System 1 3.27 1,161 3,792 27,077 12,105 39,182 56.956 1,104 1,400 1,400 Ventilation 311 1,455 1.765 4,159 Zone 1 3,792 26,766 10,650 37,416 52,797 1,104 1,400 1,400 1-First Floor Plan 1,234 12,904 4,053 16,957 22,900 479 675 675 { 2-2nd Floor Plan 1,452 11,080 4,647 15,727 21,905 458 579 579 3-Basement Foundation Level 1,106 2,782 1,950 4,732 7,992 167 146 146 s , 1 r Y � V � M ' J t M C_\Users\davidh\Desktop\Maniey 2 Story SummerBrooke Place Eagan,MN.rh9 Friday,October 18,2019,12:10 PM f . - v>13r 1JttC�t mmecIfM 18W/1e to >C t lr,t tit omk r11 r.ar►s�u r► 2 Story i Bloomington;'IAN:,.� ., .; .; Total Building Summary_Loads.__. _.__. . ._. _._ ltco*spnoiif .1001. 4A-5v-d:Glazing-Double pane low-e(e=0.20 or less), 184 4,963 0 4,568 4,568 '•'•• • -- ---,s 05 on surface 2,vinyl frame, u-value 0.31,•SHGC t 4A-5v-4: . ' : e.•• e pane low-e(e=0.20 or less), 242 6,527 0 4,154 4,154 sliding glass door,e=0.05 on surface 2,vinyl frame, •• at 45°with 75%coverage,u-value a G 1.3 11N:Door-Metal- •oly 7• -_ - Core 63 1,917 0 528 528 12F-Osw:Wall-Frame, insulation in 2 x 6 stud 2387 13,499 0 2,064 2,064 1 cavity,no board ins ation,siding finish,wood studs 12F1-0sw:Wall-Frame,q:Popen cell 1/2 lb.spray foam 240 1,356 0 208 208 j insulation in 2 x 6 stud cavity,no board insulation, /Lift, 1(5" siding finish,wood studs 15B0-15sf-10:Wall-Basement, R-15and insulation to 1528.8 5,586 0 0 0 floor,no interior finish,10'f pth 16B-50:Roof/Ceiling-Under Attic with Insulation on Attic 1660 2,888 0 1,594 1,594 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic,No Radiant Barrier,Dark Asphalt Sh•••._ • Dark Metal,Tar and Gravel or Membran: R-50' sulation 20P- .$: loor-Over open crawl space or garage,Passive, 270 822 0 76 76 R-30 •lanket insulation,any cover 21•- ,: loor-Basement,Concrete slab,any thickness,2 1106 2,406 0 0 0 or more feet below grade,no insulation below f nnr , any floor cover,shortest side of floor slab is 24'wide Subtotals for structure: 39,964 0 13,192 13,192 People: 11 2,200 2,530 4,730 Equipment: 7,050 9,350 16,400 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 139,Summer CFM:72 12,833 1,400 998 2,398 Ventilation:Winter CFM: 150,Summer CFM:75 4,159 1,455 311 1,765 Exhaust:Winter CFM: 150,Summer CFM:75 AED Excursion: 0 0 696 696 Total Building Load Totals: 56,956 12,105 27,077 39,182 Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.369 Square ft.of Room Area: 3,792 Square ft.Per Ton: 1,161 Volume(ft3): 33,324 td .' Total Heating Required Including Ventilation Air: 56,956 Btuh 56.956 MBH Total Sensible Gain: 27,077 Btuh 69 % Total Latent Gain: 12,105 Btuh 31 % Total Cooling Required Including Ventilation Air: 39,182 Btuh 3.27 Tons(Based On Sensible+Latent) . . , ,_. , Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\davidh\Desktop\Manley 2 Story SummerBrooke Place Eagan,MN.rh9 Friday,October 18,2019, 12:10 PM Rhvac -Residential Air &Light Bloomingtont Commercial HVAC Loads ---- EliteNew Software Development, lopmenor t, .II I I ington,MN 55438 �:, ..r..,,. Page 5 Building Pie Chart Floor 6% Ventilation 7% Roof 5% Infiltration 23% Wall 36% Door 3% Glass 20% Floor 0% AED Excursion 2% Wall 6Roof 4% Ventilation 5% Infiltration 6% Glass 22% Door 1% Equipment 42% People 12% C:\Users\davidh\Desktop\Manley 2 Story SummerBrooke Place Eagan,MN.rh9 Friday,October 18,2019, 12:10 PM Client: Scherer Bros.Lumber-Arden Hills Yard Date: 12/6/2019 Page 1 of 3 Project: Bliss Houmes Input by: Justin Spreitzer isDesign Address: Job Name: 4174 Summer Brooke Circle 'rlIN=m1 Project#: Kurt Manley House Beam in Garage LP-LVL 2900Fb-2.0E 1.750"X 11.875" 2-Ply - PASSED Level:Main Level 2 6 -- 5 4 ..- 3 ISI /- �. .'• . „'i! . • ' • ; H. / 117/8„ . . . 1I / 0 1 SPF End Grain 2 Hanger(HGUS48) / 12'3" 3 1/2" / 12'3" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 243 2863 3170 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 247 2252 3260 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SPF 3.000" 77% 2863/3170 6033 L D+S End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2 4.000" 52% 2252/3260 5512 L D+S Hanger Moment 16245 ft-lb 5'9 7/8" 22888 ft-lb 0.710(71%) D+S L Shear 5897 lb 12 1/8" 9081 lb 0.649(65%) D+S L LL Defl inch 0.267(U531) 6'9/16" 0.295(L/480) 0.900(90%) S L TL Defl inch 0.466(U304) 6' 0.590(L/240) 0.790(79%) D+S L Design Notes 1 Provide lateral support to prevent rotation at end bearings and at interior bearings when required by code for seismic design. 2 Dead Load Deflection:Instant=0.199",Long Term=0.299" 3 Fasten all plies using 3 rows of 12d Box nails(.128x3.25")at 12"o.c.Maximum end distance not to exceed 6".Clinch Nails where possible. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 6 Fill all hanger nailing holes. 7 Girders are designed to be supported on the bottom edge only. 8 Top loads must be supported equally by all plies. 9 Top must be laterally braced at a maximum of 2'o.c. 10 Bottom braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 2-0-0 1-0-0 Far Face 17 PSF 0 PSF 40 PSF 0 PSF 0 PSF 3 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Uniform 5-6-0 Top 17 PSF 0 PSF 40 PSF 0 PSF 0 PSF Continued on page 2... Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 onsolistedtin this report.The user is responsible to Nashville,TN 37219 800-879-8123 the accuracy of the input and the applicability to the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the ptented, www.Ipcorp.corn literhst Copyright 2019 All rights reserved by Louisiana Pacific APA:PR-L280,ICC-ES:ESR-2403, Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 10/31/2021 Beyond the Order` Version 19.60.173 Powered by iStructT" CSD I DRAW DESIGN BURP Client: Scherer Bros.Lumber-Arden Hills Yard Date: 12/6/2019 Page 2 of 3 Project: Bliss Houmes Input by: Justin Spreitzer isDesign Address: Job Name: 4174 Summer Brooke Circle Tomi Project#: Kurt Manley House Beam in Garage LP-LVL 2900Fb-2.0E 1.750"X 11.875" 2-Ply -PASSED Level:Main Level 2 _ 6 5 4 3 1 . 01 / •jEll• • • Ill• • • • • • • p • Ica 11 8 • • • • • • • . /. . 1 V f 1 SPF End Grain •2 Hanger(HGUS48) If 12'3" �/3 1/2" 12'3" 1. ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 5 Point 2-0-0 Far Face 1197 lb 0 lb 580 lb 0 lb 0 lb 6 Part.Uniform 2-0-0 to 12-3-0 7-6-0 Far Face 17 PSF 0 PSF 40 PSF 0 PSF 0 PSF Self Weight 12 PLF Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 omponent is intended.This analysis is valid only for the www.lpcorp.com product listed. APA:PR-L280,ICC-ES:ESR-2403, Thi '' Copyright 2019 A rights reserved by Louisiana Pacific LADBS:RR-25783,Florida:FL15228 I( �' Corp.414 Union Stt Suite 2000,Nashville,TN 37219 This design is valid until 10/31/2021 Beyond the Order" Version 19.60.173 Powered by iStruct°' CSD I BEN Client: Scherer Bros.Lumber-Arden Hills Yard Date: 12/6/2019 Page 3 of 3 Project: Bliss Houmes Input by: Justin Spreitzer isDesign Address: Job Name: 4174 Summer Brooke Circle ar/IMIIIM Project#: Kurt Manley House Beam in Garage LP-LVL 2900Fb-2.0E 1.750"X 11.875" 2-Ply -PASSED Level:Main Level 1 • N ^' / • ^ 117/8„ T X VI / 1 SPF End Grain 2 Hanger(HGUS48) 12'3" �/3 1/2" 12'3" Multi-Ply Analysis Fasten all plies using 3 rows of 12d Box nails(.128x3.25")at 12" o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6"Clinch Nails where possible. Capacity 66.8% Load 213.8 PLF Yield Limit per Foot 319.9 PLF Yield Limit per Fastener 106.6 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+S Duration Factor 1.15 Concentrated Load Fasten at concentrated side load at 2-0-0 with a minimum of(12)-12d Box nails(.128x3.25") in the pattern shown. Min/Max fastener distances for Concentrated Side Loads Capacity 69.4% Min.3" Min. 1 1/4" Load 888.51b. Total Yield Limit 1279.5 lb. + Cg 1.0000 1 1/2" • _ Yield Limit per Fastener 106.6 lb. + S 5 Yield Mode IV Min. 1 1/4" • O 0 to 0 • Load Combination D+S Duration Factor 1.15 MBI 3" 0 0 Min.5"1- O o 0 0 VI0 0 • • `44 o —Min.3"- 1----Max. 12" Max. 12" Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 componenttlitis intended.This analysis is valid only for the APA:PR-L280m ! merhart roduct listed. APA:PR-L280,ICC-ES:ESR-2403, Copyright 2019 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 10/31/2021 Beyond the Order' Version 19.60.173 Powered by iStructr" CSD I DRAW DESIGN Client: Scherer Bros.Lumber-Arden Hills Yard Date: 12/6/2019 Page 1 of 3 Project: Bliss Houmes Input by: Justin Spreitzer isDesign Address: Job Name: 4174 Summer Brooke Circle ' ! Project#: Kurt Manley House Beam in Garage LP-LVL 2900Fb-2.0E 1.750"X 11.875" 2-Ply -PASSED Level:Main Level 5 4 3 1 ^' / in• . • . • 112EI• ,,l,„?. • . in. .. . • • / 11 7/8" CD iY 1 SPF End Grain 2 Hanger(HGUS48) l' 12'3" // x/31/2" 123 Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 243 2863 3170 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 247 2252 3260 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SPF 3.000" 77% 2863/3170 6033 L D+S End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2 4.000" 52% 2252/3260 5512 L D+S Hanger Moment 16245 ft-lb 5'9 7/8" 22888 ft-lb 0.710(71%) D+S L Shear 5897 lb 17 1/8" 9081 lb 0.649(65%) D+S L LL Defl inch 0.267(U531) 6'9/16" 0.295(L/480) 0.900(90%) S L TL Defl inch 0.466(L/304) 6' 0.590(U240) 0.790(79%) D+S L Design Notes 1 Provide lateral support to prevent rotation at end bearings and at interior bearings when required by code for seismic design. 2 Dead Load Deflection:Instant=0.199",Long Term=0.299" 3 Fasten all plies using 3 rows of 12d Box nails(.128x3.25")at 12"o.c.Maximum end distance not to exceed 6".Clinch Nails where possible. 4 Refer to last page of calculations for fasteners required for specified loads. 5 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 6 Fill all hanger nailing holes. 7 Girders are designed to be supported on the bottom edge only. 8 Top loads must be supported equally by all plies. 9 Top must be laterally braced at a maximum of 2'o.c. 10 Bottom braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 PSF Uniform 0-0-0 to 2-0-0 1-0-0 Far Face 17 P F 0 PSF 40 PSF 0 PSF 0 PSF 3 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Uniform 5-6-0 Top 17 PSF 0 PSF 40 PSF 0 PSF 0 PSF Continued on page 2... Manufacturer Info Notes Amerhart Ltd. This component analysis Is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure me accuracyor me input arta the applicability to Nashville,TN 37219 800-879-8123 PP nY the actual conditions of the structure for which this (888)820-0325 component is Intended.This analysis is valid only for the www.lpcorp.corn product listed. APA:PR-L280,ICC-ES:ESR-2403, Copyright 2019 All rights reserved by Louisiana Pacific li Qr Corp.414 union St suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 10/31/2021 Beyond the Order` Version 19.60.173 Powered by iStructm" CSD I DD.�w ESI.M BUILD Client: Scherer Bros.Lumber-Arden Hills Yard Date: 12/6/2019 Page 2 of 3 Project: Bliss Houmes Input by: Justin Spreitzer lsDeslgn Address: Job Name: 4174 Summer Brooke Circle Ts. Project#: Kurt Manley House Beam in Garage LP-LVL 2900Fb-2.0E 1.750"X 11.875" 2-Ply-PASSED Level:Main Level 2 6 5 - - 4 3 1 --- V — -- —- A y , ,• ..";... • • . / • I 1 SPF End Grain 2 Hanger(HGUS48) 123"• ' 31/2" • 12'3" • ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 5 Point 2-0-0 Far Face 1197 lb 0 lb 580 lb 0 lb 0 lb 6 Part.Uniform 2-0-0 to 12-3-0 7-6-0 Far Face 17 PSF 0 PSF 40 PSF 0 PSF 0 PSF Self Weight 12 PLF • • • • Notes Manufacturer Info Amerhart Ltd. This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpom liAmffhart product listed. APA:PR-L280,ICC-ES:ESR-2403, Copyright 2019 All rights reserved by Louisiana Pacific LADBS:RR-25783,Florida:FL15228 Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until 10/31/2021 Beyond the Order" Version 19.60.173 Powered by iStruct"a GSD IM Client: Scherer Bros.Lumber-Arden Hills Yard Date: 12/6/2019 Page 3 of 3 Project: Bliss Houmes Input by: Justin Spreitzer isDesign Address: Job Name: 4174 Summer Brooke Circle .1......... Project#: Kurt Manley House Beam in Garage LP-LVL 2900Fb-2.0E 1.750"X 11.875" 2-Ply- PASSED Level:Main Level 1 e • e rs, I A I / 11 7/8" • . . a . . . . . IVI / 1 SPF End Grain 2 Hanger(HGUS48) 12'3" 31/2" 12'3" Multi-Ply Analysis Fasten all plies using 3 rows of 12d Box nails(.128x3.25")at 12" o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" Clinch Nails where possible. Capacity 66.8% Load 213.8 PLF Yield Limit per Foot 319.9 PLF Yield Limit per Fastener 106.6 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+S Duration Factor 1.15 Concentrated Load Fasten at concentrated side load at 2-0-0 with a minimum of(12)—12d Box nails(.128x3.25") in the pattern shown. Min/Max fastener distances for Concentrated Side Loads Capacity 69.4% r—Min.3" Min. 1 1/4" Load 888.51b. Total Yield Limit 1279.5 lb. + Cg 1.0000 1 1/2" _ Yield Limit per Fastener 106.6 lb. 1 • O • - Yield Mode IV Min. 1 1/4" . a O • Load Combination D+S 1 Duration Factor 1.15 Min. 3" O 0 I o o Min.5' — 0 0 0 o • • —Min.3"— r—Max. —r--Max. 12" - Max. 12" Manufacturer Info Amerhart Ltd. Notes This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 and listed in this report.The user is responsible to ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 the actual conditions of the structure for which this (888)820-0325 component is intended.This analysis is valid only for the www.lpcorp.com liAmerhart product listed. APA:PR-L280,ICC-ES:ESR-2403, Copyright 2019 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 10/31/2021 Beyond the Order` Version 19.60.173 Powered by iStruct5° CSD ISSN BUILD EAGAN CityInspection Dept. Copy P City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Summerbrooke 2nd Add. Lot Number 1 Block Number 1 Address 4174 Summerbrooke Place Builder Bliss Homes Phone Number: 507-649-7364 Contact: Nathaniel Bliss Tree Protection Requirements: X Tree Protection Fencing to be Installed on Site(Orange Poly Fence) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: Per the approved mitigation plan this lot is to have nineteen (19) Category A trees (>= 4.0" caliper deciduous trees, or >= 12' conifer trees). Seventeen (17) Black Hills Spruce are already installed and two (2)Autumn Blaze Maple to be installed in the front yard after construction. See attachmento. Attachments: t:--/A6AN FORESTRY DIVISION X Yes (Refer to attached dd lliE bllED) /'� No / BY �d�.� .��.,��a� Additional Notes: DATE i i /6 /! 9 H:\2019 FILE\Tree Preservation\Summerbrooke\TREE PRESERVA-ION PLAN-Summerbrooke 2nd Add Lot 1 Block 1.docx 3 a f3 j wdt6n �a4.0 MLA-4 tnnua gsp3423Pial 0009n.6I5,P,4ud MAW$14.1:"WW.100 00000"0:00 aruy*P4 3'0,01 0 A � PL IPPV Iden-leilliAlt,01 MIK 73r. 10101K Dli SawoH sslfg D;os(iUU11111 9(;uno3 D;orio° t161-189(159) ,Id esda MK �farun O a E� i;3a Io�� }old Paa,aaai Imo oa 6wi pao :10 °,� •a. .•... .. S 3 1g 3 NOLLIOOV ate 3Nooseken s vd�lf20�ltt� L >1�19 'l 1a, aa31\lrila 1 (915.6) _N .N O YY , 5%. 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Li „ ; al al I ,- / ,. � - S ngab a° c v 5 I , v _1'' - 2'.. i o • I,' a/ /, s «os b 9 /. Li- 5 5 Ir 9Vr € ., 4 °Ater 0 �-- m g'6 er g� 5 • 'i D��O O�i _ 4__ gE .6$ 9 Q,,P ki I5 E il, 1 1"1' °bo EtX Q i n 1;-.,,,_,/x'''' �/// -- iL 'Q O�� 'BLOW .SCoC22 7 'P.. tt -,---A--/"' �1 /, V9.O Will bir Eli !!ia c L� $n .2...iiit—,77, g.. —L' 2 ` ac ° ��yyy01j-- gb a aeg � E..-.b.b-- ooo. grivt (7' p y ! !!- C.- - -.- eg3'x°1`s.°.ego VIAAE-N.,.m.o ca-or..i..vxi xic5. . .o 4 1 C � _aailn8 Ok4'it* 100A 01 _ 'r . —�'� w F .%' Nwei3s OHIO1 ne 100A sz ., r .I ,r > i. r --'''.7 / aj ' • ` I \` / j /-/ / .r 0/5 - \\J r`J� ,. ___- tom � ..f0). / L �\`" _� D cja j' / ,, , ,f.. �� s / r v ( h\ � &p aa ta ea a ts ta tQ ta}j R14 + + , k z p )- )- >- >- )- } 1 , if: , 6 6 6 § § al } \ �, , t Q06 3�qJli � aaaaaaa a .�E ► 1* ° , ilkir, ifikya N o � in : N r r J y�` 0 m CO m m CI3 03 03 03 i 6), J w `/ r _. - _ ft. V ,,\, \,,.r.. / 4 a* * a* ad r td' 0, .4 ,' d J • aai W t , / 2., i 11 1 J _ ' " ! 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Cr ,P 1p�t b ' 1LM � z , f t� ' cb 1 , y t'`in - 1ID S7f ' a " ��i�i II 14.2 - 1 4 �1 1 1 • TREE PRESERVATION PLAN REVIEW—INDIVIDUAL LOT E AG A N Date Building Permit Application Received 10/30/19 Development Summerbrooke 2nd Addition Lot 1 Block 1 Site Address 4174 Summerbrooke Lane Builder Bliss Homes Contact Nathaniel Bliss Telephone 507-649-7364 E-mail blisshomesmn@qmail.com Property/Lot Owner Name - Telephone - E-mail - Office Plan Review—Date 10/31/19 Notes Per approved Tree Mitigation plan This lot is to have nineteen(19)Category A trees(>=4.0"caliper deciduous trees,or>= 12'conifer trees). Seventeen(17)Black Hills Spruce and two(2)Autumn Blaze Maple. Tree Preservation Data Original Plan Revised Plan Total Significant Woodland Area sq.ft sq.ft Total Significant Trees Woodland To Be Removed sq.ft sq.ft Trees To Be Removed Allowable Woodland Removal(20%) sq.ft sq.ft Allowable Tree Removal(20%) Required Mitigation YES (or) NO Calculated Mitigation Amounts Original Plan- Category A Category B Category C Revised Plan- Category A Category B Category C Site Inspection—Date 11/1/19 Notes Twenty(20) Black Hill Spruce are already installed along the north property line. Foundation is staked. Site needs tree protection fencing and erosion control measures installed. Call for Tree protection fencing approval. G:\Forestry\TreePreservatbn\Tree Preservation Plan Review-Individual lot.dooc Original Tree Preservation Plan Approved—Date By Forwarded to Inspections—Date By Discussion/Meetings with Builder/Owner- Revision of Tree Pres. Plan Notes The proposed footprint of the house and expected foundation excavation zone encroach on the CRZ of three(3)previously planted mitigation trees. Per the approved mitigation plan the three(3)spruce trees can be removed if two(2)Autumn Blaze maple trees are planted in the front yard post construction.(see attachments.) Revised Tree Preservation Plan Approved—Date 11/06/19 By 4. Forwarded to Inspections—Date 11/06/19 By Additional Field Inspections Date Notes Date Notes Date Notes Date Notes G:\Forestry\TreePreservetion\Tree Preservation Plan Review-Individual Lot.docs Adam Schnaible From: Adam Schnaible Sent: Tuesday, November 5, 2019 11:37 AM To: blisshomesmn@gmail.com Subject: 4174 Summerbrooke Ln Plan Review Attachments: 4174 Summerbrooke pl - Plan Review.pdf Nathaniel, Congrats on the newest addition! To recap our phone conversation: upon review of the lot survey for 4174 Summerbrooke Ln,there are Twenty(20) Black Hill Spruce are already installed along the north property line. Per the approved mitigation plan this lot is to have nineteen (19)Category A trees(>=4.0"caliper deciduous trees,or>=12'conifer trees).Seventeen(17) Black Hills Spruce and two(2)Autumn Blaze Maple. The proposed footprint of the building on the lot survey shows three(3) Black hills spruce trees that are currently planted where critical root zones may be encroached upon during excavation. See Attached. Critical root zone(CRZ)means an area within a radius surrounding the tree trunk of one foot per one caliper inch of tree diameter,e.g., a 20-inch diameter tree has a CRZ with a radius of 20 feet. The trees installed are currently about 3-5" in diameter,and recently planted, so to be on the safe side the CRZ would be about 5'. Given the mature size of these trees being 15-25'wide it would be best if these trees were moved or removed. So, in summary there are two options for this lot. Option 1,These trees are relatively new they could be moved and remain on site. No additional trees would need to be planted. Or Option 2, Remove the three trees and replant two (2) new,front yard,Autumn Blaze Maple trees. Before I can approve your permit I need you to provide a tree preservation plan(can be drawn on a copy of the survey) that visually represents which option you choose and clearly identifies trees to be removed or planted and also shows the location of tree protection fencing. The tree protection fencing needs to be installed and inspected by me prior to commencement of construction. The tree protection fence should be orange snow fence but poly silt fence is also acceptable,it should be placed at the drip line or at the perimeter of the critical root zone(CRZ),whichever is greater, of significant trees,specimen trees,and significant woodlands to be preserved. No grade change,construction activity,or storage of materials shall occur within this fenced area. Please let me know if you have any questions. Thanks, ipFt \ .tl , 4Q , Adam Schnaible Forestry Maintenance Supervisor •.- w 3501 Coachman Pt I Eagan,MN 55122 Office:651-675-5319 / https://www.cityofeagan.com -�[I5MwO 1 Lutng .un-Wu-••d S61H,0•Pi•3 0009,2611-e••.•V tontrn stiBi- ,..P.....0 4.P.V1•••M1 rootA Oa Irwin' 010 Ja 00 3..0 71 0400,41,..~5 PLt* ...wpm, sour.-.... _ emus 4.004R1.1 1,161-11RIVIr 9 M n.i Qli� K••145 von 3-11 S WOH ssr�g oWaauum 'Apiozotloo ;04401.0 >oId popioi ow o; 6ugU6.13n toy danang jo algag?a ra;) Noaiaov aru 3Hooaea3wnns va 8ta r�nitt '{ 1300 '{ WI �2I'3'3[rIId N O v^� iZN r') ; . .ias 9 `' iso: ii .. ,1 or�S00.09'58-E ':.81 z `S17 i. :{ P oinoge d Willi �—' _ - -' R S V9cQend per?lo o l r ---- 1 e 1. 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'H 8 91k-# ..-• i Liz* t2.- g -447 s,,,, cob,g O ---- m 6 M 0-"400 a_s 3 /E..3 €e • a °err `c - eN 'Al b�ti �• Y Q * cJt �\'' � S� i �• io..ta- i��- b ��6 v €i:t In..a to 8 %'�y's5 • 5 J Sie r9 al33i1"Sy'o`--€30 bgit§ Ile�o/� ,,b__- sg° .,era z 4 i Ell Iii7 «=as• x„g . .aagisillius ! stol 1 II 0 ° .ereo ge eA 1 ' 3 � s. «.mss � Ea�g'' m a r LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: Lot 1, Block 1, Summerbrooke 2nd Addition DATE OF SURVEY: 10-8-2019 LATEST REVISION: ro a► ea C) z Q DOCUMENT STANDARDS O 0 0 • Registered Land Surveyor signature and company O 0 ❑ • Building Permit Applicant O ❑ 0 • Legal description O 0 ❑ • Address O 0 0 • North arrow and scale O 0 0 • House type(rambler,walkout,split w/o,split entry, lookout,etc.) O 0 0 • Directional drainage arrows with slope/gradient% ✓❑ 0 0 • Proposed/existing sewer and water services&invert elevation ✓❑ 0 ❑ • Street name ❑ ❑ 0 • Driveway(grade&width-in R/W and back of curb,22'max.) ❑ ❑ 0 • Lot Square Footage ❑ ❑ 0 • Lot Coverage ELEVATIONS Existing O 0 ❑ • Property corners O 0 ❑ • Top of curb at the driveway and property line extensions O ❑ ❑ • Elevations of any existing adjacent homes O ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ 0 ❑ • Waterways(pond,stream, etc.) Proposed O 0 0 • Garage floor O 0 ❑ • Basement floor O ❑ ❑ • Lowest exposed elevation(walkout/window) O ❑ 0 • Property corners ❑ ❑ 0 • Front and rear of home at the foundation Yes • PRV Required PONDING AREA(if applicable) ❑ 0 ❑ • Easement line 0 ❑ • NWL ❑ ❑s ❑ • HWL ❑ 0 ❑ • Pond#designation El ❑s ❑ • Emergency Overflow Elevation ❑ 0 ❑ • Pond/Wetland buffer delineation No • Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS O ❑ ❑ • Lot lines/Bearings&dimensions ❑ ❑ ❑ • Right-of-way and street width(to back of curb) O ❑ ❑ • 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 CI 0 ❑❑ ❑❑ • Setbacks of proposed structure and sideyard setback of adjacent existing structures • Retaining wall requirements: Reviewed By: Dave Westermayer Date 10-31-19 G:/1 Engineering/Forms/Cert.of Survey Checklist Fillable 6-28-19 DLL4dd LLlV LLF�idd LLVld V :JGXn9 M1W:cgUMa,Q 5618#•9PIo3 0009i'Z6ll #;oafo ti9£L-6tp9(LOS) :uol}ona13 :IapO asnoH MSS NIR`alllna I 1 o}osauU94 'uo6o3 'awn a)looJgJawwnS i'L Li' :ssaippV moo•8uataauoid•mmm unoU Vet ObZLI 88176-189(I0):Xe3 MISS MN`Sla$ulel puayi DlOSGUUIIAI ', U11O0 DlO)IDQ V161-189(IS9) 'ud Q ZZ17Z DTI samoH ss!IH ;OGJay} }DId pap�ooaJ ay} 01 6Uip.I000D 4JJLllUlltl adVOW/WI SW/MAINS a n SN1NNYld aNVl SN33NIONH 7INJ :•10j AoAMS JO OWOi iiia] NOIlIaaV ON; 3)i002I8d3WWf1S ird` tilaaaUgua�agNSId ` A '1 m0 18 'l }Ol J`� .! �'�ty t..l N N 0 °� m i tri rn ((�� II `= II a' o, Y, a . t V� O O.,-.N = a, n •-1 E I o Q x a) 000 o 0. 1 S00°09'58"E •87 mF-J41 , s °•x ..0 D. 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SAFE HAVEN S E �, � �,L4„ 4852 38T~ AVENUE SOUTH STRUCTURAL ENGINEERING MINNEAPOLIS, MN 55417 612-284-7033 February 7, 2020 FEB 0 7 ZOZO Bliss Homes, LLC Nathaniel Bliss Project (SH#19480): Lateral 4174 Summerbrooke PI PV-Ai� ' /59;,59- Eagan, MN Dear Nathaniel: As you requested, I have reviewed the sheathing fastening for the new residence located at 4174 Summerbrooke Place in Eagan, Minnesota. In place of the 8d Nails called out for the fastening of the exterior sheathing in Wall "W1", 7/16" x 1 1/2" 16-guage crown staples at 3" on center along the edges and 6" on center at the intermediate supports (minimum) may be used. This will provide the adequate resistance for the lateral forces placed upon the structure. Also, the portal frame walls on each side of the garage doors were designed as 12" in length, minimum. The 2015 Minnesota State Residential Code is applicable. Please call me if you have any questions concerning this project. Sincerely, Safe Haven Structural Engineering LLC z'y ucessios /1,./t = ks....:40ween 47507 Z.: Derek 0 Phillips, P.E. ,'� ..� I);` O MN Reg. No. 47507 #1,-P MtlI►! .' DISCLAIMER: The structural evaluation is limited to structural elements judged to represent typical framing element conditions and capacities. The opinions stated in this letter are based on Safe Haven SE's reasonable professional judgment and experience. This letter does not address any other portion of the structure other than those mentioned, nor does it provide any warranty,either expressed or implied,for any portion of the existing structure. Peggy Fleck From: Nathaniel Bliss <blisshomesmn@gmail.com> Sent: Tuesday, February 18, 2020 1:44 PM To: Peggy Fleck Subject: 4174 plumber update Hey peggy! Just got a call from lofgren They are our HVAC sub confirmed. Address 4174 summebrooke place Thank you! Nathaniel Bliss Bliss Homes, LLC LC#BC752347 (507)649-7364 1 rI SAFE HAVEN S E 'u .� '�. 4852 38TH AVENUE SOUTH STRUCTURAL ENGINEERING MINNEAPOLIS, MN 5541 7 612-284-7033 RECEIVED February 7, 2020 FEB 0 7 7020 Bliss Homes, LLC Nathaniel Bliss Project (SH#19480): Lateral 4174 Summerbrooke PI .-fir A. 4C ff /59,146- Eagan, MN Dear Nathaniel: As you requested, I have reviewed the sheathing fastening for the new residence located at 4174 Summerbrooke Place in Eagan, Minnesota. In place of the 8d Nails called out for the fastening of the exterior sheathing in Wall "W1", 7/16"x 1 1/2" 16-guage crown staples at 3" on center along the edges and 6" on center at the intermediate supports (minimum) may be used. This will provide the adequate resistance for the lateral forces placed upon the structure. Also, the portal frame walls on each side of the garage doors were designed as 12" in length, minimum. The 2015 Minnesota State Residential Code is applicable. Please call me if you have any questions concerning this project. Sincerely, Safe Haven Structural Engineering LLC , i l i+i t,' ,. g,0 -446%_0/1).&:, wawa �. 47507 fit'; Derek 0 Phillips, P.E. ' � qQ • MN Reg. No. 47507 '' OR MIN `' DISCLAIMER: The structural evaluation is limited to structural elements judged to represent typical framing element conditions and capacities. The opinions stated in this letter are based on Safe Haven SE's reasonable professional judgment and experience. This letter does not address any other portion of the structure other than those mentioned,nor does it provide any warranty,either expressed or implied,for any portion of the existing structure. �f,ort EAG" A AN REVIEWED PLANS MUST Fi EV 9 E ED REMAIN ON JOB SITE BY: Any changes to these plans DATE: dki/S let9 shall be submitted for review BUILDING INSPECTIONS DIVISION prior to implementation. 14: ~' ,\; SAFE HAVEN SE '' `_ : �., 4852 38TH AVENUE SOUTH STRUCTURAL ENGINEERING MINNEAPOLIS, MN 5541 7 612-284-7033 February 17, 2020 RECEIVED Bliss Homes, LLC FEB 1 B 1010 Nathaniel Bliss Project (SH# 19480): Framing Issues 4174 Summerbrooke PI Eagan, MN Dear Nathaniel: As you requested, I have inspected the framing for the new residence located at 4174 Summerbrooke Place in Eagan, Minnesota. A site visit was conducted by Derek Phillips, PE on February 13, 2020. A couple of items were brought up by the inspector. The hold down straps at the garage portal frame were not installed that well. The straps are not completely vertical and tipped to the side, missing part of the double vertical studs that it was supposed to line up with behind. The framers added a partial vertical stud to the side of the double studs to accommodate for this, so the strap had something to fasten to. Also, the sheathing was broken 6" up from the bottom of the portal wall. Horizontal blocking was added at this point. To fix this, add 2 layers of 1/2" sheathing to the inside face of the portals walls. They should be installed from the base plate up to the double top plate. Tack the first layer in place and then fasten the second layer over the top of it with 10d nails at 3" on center, minimum. This should be fastened to every vertical stud in this area. If there is a break in sheathing, make sure from one layer to the next that the breaks are at least 2'-0" apart. This will take care of both issues. No details were provided for internal shear wall installation. Please see the attached sheet. The 2015 Minnesota State Residential Code is applicable. Please call me if you have any questions concerning this project. Sincerely, Safe Haven Structural Engineering LLC 04,4 0 PH4•MEMO : PROFESSIONAL ENCIMER 47507• Derek 0 Phillips, P.E. �,. �` MN Reg. No. 47507 '., OP t `��, DISCLAIMER: The structural evaluation is limited to structural elements judged to represent typical framing element conditions and capacities. The opinions stated in this letter are based on Safe Haven SE's reasonable professional judgment and experience. This letter does not address any other portion of the structure other than those mentioned,nor does it provide any warranty,either expressed or implied,for any portion of the existing structure. .1... ..... ,MC 4 • •si $ t o y _ I— a C Eq bi 5g VI :o`� �> III "N 1� Ii n gli 14 fag • 1 / J 1 1 1'.1 1 S NI 4 d sL,a _ 4 04E 44 11 Z z 1‘. 131C: F Li co Hifi I N3ssg t0 WO itz u- 6 �LLI Lu w e, act- L, 41 g ii i w �f' IF o ' Q � ,. I , o Qa w a m l gig 1 _ Rzg# R :10 41 44- IN Pg z gii I o O cr �o� lid I f i-- Z : =, �$ IIfigio-- -71WL--4114- - • _m- z •3410 eat-1.1 z� !III i R• 1g : Hifi �z 14- Qo UAill: L I in, ,,- , . , J LLQ a i : D q Z g g Ali 3 Peggy Fleck From: Nathaniel Bliss <blisshomesmn@gmail.com> Sent: Monday, February 24, 2020 12:51 PM To: Peggy Fleck Subject: 4174 plumber update 5J , - r- eCbrOblQ Pl Please make this change to the file. Update to plumber doing the work: Advanced piping LLC will be doing the work for the above address Contact info Greg Miller 6125188342 Nathaniel Bliss Bliss Homes, LLC LC#BC752347 (507)649-7364 1 RECEIVED SAFE9MIN SAFE HAVEN SE RECEiViaD 4852 38 AVENUE SOUTH STRUCTURAL ENGINEERING MINNEAPOLIS, MN 55417 MAR 0 9 2020 612-284-7033 March 6, 2020 Bliss Homes, LLC Nathaniel Bliss Project (SH# 19480): Framing Issues 4174 Summerbrooke PI 7Xit#4/f , /594Z.Q Eagan, MN Dear Nathaniel: As you requested, I have inspected the framing for the new residence located at 4174 Summerbrooke Place in Eagan, Minnesota. A site visit was conducted by Derek Phillips, PE on March 5, 2020. The following items were looked at: • The fastening of the plywood to the inside face of the portal walls at the garage. These are installed per my design. They do not need to go the full length of the portal wall since they are not designed to help with shear but to assist with the fastening of the hold-downs for overturning. • The (3) 1 3/4"x 11 7/8" LVL in the garage designed by the truss manufacturer is acceptable. This is in place of the girder truss called out on the structural drawings. • Post P1, (2) 2x6, on the north side of the staircase holding up the end of Beam B5 is installed as a (3) 2x4 Post. This is acceptable. The 2015 Minnesota State Residential Code is applicable. Please call me if you have any questions concerning this project. Sincerely, Safe Haven Structural Engineering LLC .04111#1,.. 44, 0 Phk`p, s wow tit • s • 6.Lif INOINIIIR 47507 /Se z: Derek 0 Phillips, P.E. ►� el: MN Reg. No. 47507 t `�F M, ,•` DISCLAIMER: The structural evaluation is limited to structural elements judged to represent typical framing element conditions and capacities. The opinions stated in this letter are based on Safe Haven SE's reasonable professional judgment and experience. This letter does not address any other portion of the structure other than those mentioned,nor does it provide any warranty,either expressed or implied,for any portion of the existing structure. PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA177472 Date Issued:07/05/2022 Permit Category:ePermit Site Address: 4174 Summerbrooke Pl Lot:1 Block: 1 Addition: Summerbrooke 2nd PID:10-72951-01-010 Use: Description: Sub Type:Underground Sprinkler System Work Type:Replace Description: Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - RPZ/PVB/Lawn Irrigation $59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Lindsey Teigland 4174 Summerbrooke Eagan MN 55123 (952) 210-2304 Hero Plumbing Heating & Cooling Inc 10900 Hampshire Ave S Minneapolis MN 55438 (612) 827-4674 Applicant/Permitee: Signature Issued By: Signature