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1457 Lone Oak RdSg d ?3 Mechanical Ventilation Design for'145TLone_Qa1c-l?oad ? BuildinE Description 1457 Lone Oak Road is a 3 story 5 bedroom / 7 bath single family residence with no basement. The ground floor is radiantly heated over a 4" slab on top of 2" foam insulation and a 6 mil vapor barrier. The building has 9'6" average room height on 3300 sq feet and about 15' on another 3300 sq feet. This gives the house a volume of approximately 80,000 cubic feet for design purposes with 6600 square feet of floor space. The heat source is an on-demand natural gas water heater Iocated in garage that also serves household hot water. The house has no fireplaces installed but 2 are designed for the future and these will be natural gas direct vent type. A more typical home is designed around a 2000 sq feet with an average 8' height for about 16,000 cubic foot volume. The higher volume of this house changes the way the ventilation system works. The average exposure of water vapor and `bad air' from people is tempered far more than in a typical house. The house will act like a single person living in an average home. System descriution The house is designed to use a Boosted Multi-Port Supply/Single PoR Exhaust system. The Multi-port supply provides multiple controlled inlets for `good' air into selected azeas i.e. bedrooms. The Single Port exhaust is designed to provide a siight negative pressure to the building to draw `good' air through the Multi-port supply. This system is supplemented by very low volume fans drawing the air ftom selected areas i.e. again bedroom and delivering it to the common areas. This causes a definite lower presssure in bedrooms and increases efficiency of the Multi Port Supply_ Ttris increases ttte pressure in the common area and increases the efficiency of the Single Port Exhaust. The Fan system is designed to run intermittently while the building is occupied but at least 12 hours per day(while occupied). Initially the system will be driven by a timer but later upgrades will include an occupancy sensor and other sensors to ensure `good' air. Svstem Calcutations The Minnesota Energy code prescriptive method requires 15cfm+I5cfm "(bedrooms) or 15+15*5=90cfm. The Centerpoint Energy/MN program determined that 230cfm were required. We determined that a 250cfm inline fan should be sufficient. Svstem Impiementation The system is implemented by a 250 cfm inline fan vented to the South-East so that the affect of the prevailing winds from the north west is reduced. The bedrooms will be equipped with a 4" controllable passive vent. The secondary fan system will be low volume fans (-25cfrn) located in each bedroom area moving air into the common area. These fans will be controlled by a central fan controller. The passive wall vents will be added after proper equipment is available onsite kHS _ MOM p?MEM REao November 2001 ? ? ? ? Q ? \ ? ? ? ? ? ? ? ? ? ? ?Yp hffAFAWW The use ofinechaMCal venAlation in haises has been the focusnfircmadm arc?fi,. m xho Research Cerner, hx, investigated Ihe Peifwmnce of wwle-Imuse mechanical ver(dlatbn systems in new homes. Testsiles were Iocaletl m Alahama, Mar/land, arM Minnesota. The main questrons that this research mugMto answer were: • DuUiemechankalventllationsyslems achieveNeaeexchatx?ratesma[Ihey were designed ro povide4 • Howmuchdotheycostroinstall? • Howmuchdolheycantooperare? • Whatazewmeprosantlconsolthe systems tlhat were tes[ed? YK)WAWa_ Each o/ the test hwnes had 3 independent mechankal venHlation systems instaded in the house. The praject was designed in this mamer w we could test diflereni systems in the exau same house. All W the /rouses were buiN erith speaal attenUOn to air sealmg W the Duild'ng envelope ro carshuct exceplionaily tighf homes. . -, (Bau Alabama site: 7,439 sq. Mary(and sile: 3,727 Minnesota sile: 3,124 R. home on a slab sq. R. lame on a sq. R. lwme on a laurWatian. besemenlfouMetion. basemenrfoundatiun. INMEIRW5MW Hea! Recovery Ventilator (HRVJ: AmanufacnuedunitthattransfershealbehveeneMhaustairfromthehouseand6eshairflowiMOthehome. Astheairstreamspautlmughopposite sidesofthecentralcoreorheate)(char?qer,healistransfrlredhomihewarmera'ustreamrolhecolder. TheprecondNOnedTresha'visthen delNered ta the living space, The HRVaIso hasihe capacirytofillerthe incaming outdaor a'v. Energy Recovery Ventila(or (ERV): A manutactured unit sirmlar to the HRV except that mdsnue as well as semible heat is Vansfened 6enveen the Mro a'ustreams. Cenhal Fan Mtegrafed/tgle Port Exhaust (CFl/SP£): semu-nalancetl mechardcal verAdalion system usingihe cemral HVAC bbwer and an independeM exhaust fan. In the supply componerd of n, ou[door a'vis ducted to one side Wthe c"al air handlerand Ihen deivered totlie living space via Ne cenhal duclwark usirig ihe central Inmosicases,theductisruntotheretumplenum,andoutdoorairismized wdhindoorairandfilleredpartodelivery. Thecentralair rvesaslhefanforihissys[em. Cmtrala'vhandleroperahonisprovidedhyacoMrollelldeeanAirLyclerwhenihecenUalsys[emdoesn't In the exhaust component of tltis system, a separate fan and dixt exAaust househoW airhom one bcaGon in the home (SPE or single-point exhausl). '+'?r13ulti-POK Exhaust (R7PE) Orce or mae exhaust(ans pull household aa f ran several interior locafiom ro Nie outside. EMhaus[ poiritr may be anywhere in lhe home, 6W it is aften most cosFeflec6veforihe system tu provide'doude-duly' asMwL-house venbla6onandlocalbathexhausl. TheMPEis z sidered an unbalanced system because air ny uneNionalry eahaiated-nd supplied, The sysh.m depends an cracks m the MnWing mvelape for ihe iqmdudian W autdow aP into tlhe Mme. nsulri-Pon suvvty (xers): A mulU-port suply system is similar to the mw&pon eznaust system e«ceptmat low wlumes oTaridomai are d'vectly wpplied ? intothelidngspecealseverallacalions. With tlreincreased pressurrzation indaars, househdd ak a'eftusted tivagh unlmown leakage patlis inthe budd'mg envelape. Oehumidi/ying I/entilator. A delaadchfying venldatoris a manufactued un&ihataHers de7pmidkation o(oicomvg outdoor venula6on air priar to deivery ro me home. Uwady,NeunAalsohasMecapaMlity d tempering outtba ar wah indaar au mid md Atermgftaiaswell. Bfending Supply Ventilatar (BSiq: A variation ot a muhF pat supply system in tNtich ouldarvmntadm aa a mxed wRh mnntiwn/edonrerdre 0.5 0,45 0.4 0 Venldation Des'qn TaryM 0.35 ? Meawrea umde, Housc Air Exrharqx Q3 = U s 0.25 ? ? 0.2 ? 0.15 v Q 0.1 0.05 0 W W V Q ? O e W m ? ¢= H? C i ? househddairandtemperedbefaedefrvervtoltmlivnmsuace. Min-finefandrawsinoutdomacandoutlshouseaireitherdirectlvhomiheirvmo space a[romtlheretumtrunkoflhecenhalheabrganilaWingsyslemducis. Theseairstreamsare d'vecUymixed,passthrougliafdler,andtlien are detivaJetl eilhaduectly rothe linng space orrothe suppy orretum pleiwm of thecenmal HVAC system. )N8FSM Wh e-House Air £xchange Measurements Mea ementsowhole ven' lionsyslemsachievedairezchangeratesdoselothedes'?ntargetforeachsite. DuetotheexceptionallyoghlhuNd'mqeivelopes.thehouses were found ro have very low aaexchange rates wiUwutthe use of inechanical vermlaGon, wdh an average art chaige rate of b.12 ACH. Installation Casts The installadon com i; (mdu" eleUricel and As do not mdude any Jihf¢CSy5l2fns412 syslem inihe 1,439ft' Alabama home,lo E3,230fariheEneigyRecovayVentdata system in MarylarM (3,721 R' hame) . The installed coSS inaeased wdh 1) increases in Nce amowM d irdependrnt duUwak. 2) tlre capaMlily o( venulatlon eqLVTW ta indeQmdently provide heat recovery a de- humidifirauon Nncfions, 3) mare sophislicated conVol spems, and 4) the size and cumplexayWthehouse. - Esl6nafed Annuat OpMdng Cosfs - --- -- - Sysmn- -- -InstaUalion AnnwlFan' RangeM Costs Emyy DaayhMUCed fbst LoadCosls Mrtmaou3724R' HRV $2671 S129 S0.00-f0.77 CFI/SPE $937 $94 S0.00-50.43 MPE E1GS t110 50.06-SL157 _ Ah6nme1488R' MPS $679 $26 f0.14-50.27 DECUka-Aire S2D15 $47 f0.35-Ja36 pl $ 399 $31 50.26-SA10 WryMM37i1k ERV f3155 S98 50.75-$0.37 eSV xzss7 $m m.11-m.+5 MPf .f?w 5102 f0.24-S0J8 'MsOMU?nr?'tmh /ardolhlM Mn1LWbn Hnandro4nl4b+wrMndkmtlbwnlibmn. Operatrng Casts Thearmualcostesbma[esweewkulatedusingttcebcaluGliryrates(oreachsBe. FanenergycomindudeenergyusedfahothtlreverNWlionfan and energy f anhe ceMa I blovcer'd R was used for wstilafion. hshouldbenotedihalonlythesystemsinhQnnemlawerereqfiucr/rousethecentralWoweratall(vdththee?cceplionoftheCFlsyslemmAU. Thase systems in AWbama and MaMarM that used tlie centrnl bbwerfa dism6ulion otGesh air for oNy shan penods (5 mmules perhaChar) had very bw annual costs assaciated wafi centra161oweroperaUon. dmNLtlon Systems„ ChsneWdslics, andFkdings-- -- - HRVIERV DEC NPE NPS BSV CFIISPE CFl UltraAVe Ease o1SysMm Design M1bd Mod A)d ARr/ Mutl Eary Easy Easeollnsrotialfan Atd M1bd Eas fas AM M?d M1h1 InstakdCOS4Mnferivk ff¢r F6gh Md M?d Mod !av Lav qWaledCast{aW Mud A6d AM MW Cav taafaprarnycav tav mm Awm Mod rryn Aad Aid SemrLe'i.akMMeat ExchengewhExhaustA'n NRV-Senvble-Yes ERV-SensiWrA.a2ru-Yet db Ab Ah Ab ? N° QatanukaAm Yrsl{ar£RVONy) Yes Ab Ab M TtsAcenhalcroobgsystem isapaxf"rg Tertper'sgdFreShAir PriorfoOedYery BelavKedlhi6a6ntt'U Yes Rai Yes G?BaI M UiBel Ab f.6?Bal 1@s 11t9a? CFI?Yes SPE-NO SemiPal Yes L6?BN PolentiellaDepressudzao'on Lav Ldv Mod Law Lav tav iav Induced load costs representthe cost to heat a cool outdoa air broughtintothe hause bytlceventllation systems. The u?duced loadcdumn on ihe graph above prouides the renge of dailycostsihatwere esfimated, wBh the lowg bound repxesenUng mild outdoa'mndihons and the uRer baund represenfing wmmerorwiMg(whenaddoaaircanMarsare maeextrene). BydividingiheyearirdomHdandseverepa6ons,thrsrorgecan be used lo gain a rough idea of ihis annual cost. Forew3mple,lheBSVSysteminMarylandhadir?ducedloadcosisMatra?gedfromE0.22toE0.451dayIfoneassumestliatapprozimately112oftlre isfartlymdtl (SD.211day) andtheo?er half is nwre eztreme (50.451day), tl?en a rough estimate olthe annual induced load mstfatlds syriem a 120. . Whm added ro the fan energy r.os4 the tdalannual cost W operatlng tldsverrolabon system vmuld 6e rougtdy8230. O[her Findings Thetable above oNes a general comparison dthe d6lgeMmechaMtal vmh'Iaoon strategies used inthis projed This assessment a based upmihe eqeiencesatihettueesiteswdhintlisprojectAddinonaNj,theirrve?'qatars appliedUeipxigertiemtardleUddferencesinhousesizeand complexity, la6a, and c6mate. findings under ahercongons may ddler fromthis summary. De-Pressiriratian• Pressiae difierentials 6etvaeen zones of concemwere meawred under Ne opeauon d each mechanical vedatlmsystem as wellasincombmationwilhWhermechanicalequipmentinthehomes.5iriceallofihehameshadeitlcersealedcomGuslinnor veNedspace andvraterheaN?gequipmerA,Negaragewasthepmwymneofmncem.NmedtlreventiWtionsystemsalacecmatedv ' cant?iiegaUve pressure m the house relative to the garage undu ihese specik cund'Aans. Ntlie Maryland ste, which had a commercial-strmgN 500 dm rammgee hood, the house was-12 Pa relamre lothe garage when 6oMihe range exhaust and MPE meclwnical venUlaUOn sys[em were opaating. AfABIIW Vsitthe Research CeMer's we6sde atwww.nahbrc.org a caitacUames lyons a Margo Thompson in the NAHB Research Center's Energy and Envionmerrts Diu9sion at 14IM638-8556. SpmsMhipo/ihis 2search a creddetlro rhe U.S EnwonmeMalProtectfmA,gencX Washingfon, D.C. MESSAGE CONFIRMATION 06i01i2005 13:42 ID=ERGRN EN6+COM DEU DRTE S,R-TIME DISTANT STRTION ID MODE PRGES RESULT 06i01 00'24" 6512971973 CRLLING 01 S 7RM 9087 06i01/2005 13:41 ERGRN ENG+COM DEU 4 92971973 _ 1r?G..? ?P ry• Vf Eaian FAK TRANSMYTTAL N0.858 D01 3830 PYLOT KNOB RQAD EAGAN,IVIN 55122 FAX NO. (651) 675-5694 ' TO: ATTENTI4N: II''1 DATE: _??/?0'S -- FAx xo.: TDAE: . Cp?AM.: NO.OF PAGES TO FOLLOW: ,? FROM: AGD SUBJECT: 0/1/A-TIt rL COMMENTS: House at 1457 Lone Oak Road : RE VENTILATION & Scott Peters... 1F611w. md. dampewr Comarol ? ?PS r cca=ce: 5 1I4" IEPS Y fEtl[FS RaatriQn,ce¢ Plircatwt%ocr [:algaavt'Q'ypkg The house has about 12 overhead fans to preven[ air stagnation and improve the environment( I also like the feeling of moving air). There aze also about 60 operable windows and 4 outside doors that leak and provide fresh air. In conclusion, the risks aze acceptable. A Iot Iess that the risk of telling my wife why we have a four week delay putting the sheeuock on the celings or driving on 494. If you desire any more information please do not hesitate to contact me. Robert Landry 1457 Lone Oak Road Eagan,MN 55121 cell 507 271 4692 home 651 454 5983 r1andrv/,iD,rcmmect.com References 1 EPA 430-F-97-028 December 2000 Exhaust Ventilation Systems 2 EPA (doc # unknown) Builder Guide Improve Indoor Air Quality with Continuous Exhaust Ventilation 3 Home Energy Magazine Online Mazch/April 1996 Mechanical Ventilation for the Home 4 Home Energy Magazine Online May/June 2000 Forum Brings Fresh Air to Ventilation issues 5 Builders Update (date unknown) MN Dept of Commerce ConVOlling Costs ... Improving Performance 6 Energy Code Article Part 1 Residential Mechanical System Requirements Aug/Sep 2002 by Karen Linner BAM Research Director 7 Measurement oF Ventilation and Intervwnal Distribution in Single Family Homes by Armin Rudd (member ASHI2AE ) Building Seience Corporation 8.Uof M Green House Project I believe section 2.4 House at 1457 l,one Oak Road : RE VENTILATION & Scott Peters... Subject: House at 1457 Lone Oak Road : RE VENTII.AT'ION & Scott Peterson city of Eagan From: "rlandry@rconnec[.com" vlandry@rconnectcom> Date: Mon, 06 Jun 2005 08:40:50 -0500 To: nijain@gwsmtp.doli.state.mn.us Nirmal, My name if Bob Landry and I am the ownerPouilder of the'unique' house you aze working with Scott Petecson (City of Eagan) on. I don't feel tliai [he data I provided Scott, provided a good enough picture of the home so I am providing this update. I planned this system based on HUD,Energy Star, Uof M and MN Commerce Dept recommendations that a Coarinuous Exhaust(CE) sys[em was the best compromise of efficiency and price in a cold climate. The recommendations s[ated that a 'normal' pressurized sysiem forces air out of the sUVCture and causes condensa[ion in walls in very tight buildings. Talk with any number of buildedremodelers and they will say that this condensation is causing mold in some very expensive houses. The CE system reverses the air flow and prevents this condensation. The passive vents are standard Panasonic 3" insulated produc[s designed for this applicazion. I am trying to make a house thaz will last a long time and provide a safe environment for my family. 'I'his home is not unique or cutting edge, I bought most of the materials at Menazds. it is ICF consVUCtion which is equivalent to a poured or block concrete conswction with 3 inches of EPS on each side ofthe sWcture. It is well insulated but it is just another concrete house. Cemstone probably pours one ICF home a day in the cities and there are thousands of them are built by hundreds of contractors around the company. I would guess that the office building you are in has concrete walls. The house has a 20'x20' central atrium open from first to second floor that is reduced to Sk 16' going to the thud floor. There is no basemerrt. 1'his central atrium with ajog gces from ground leve( to about 45' in the aic The top level ceilings are vaulted and covered with at least ] 0" of icynene. The exterior will be covered with EiFS. House at 1457 Lone Oak Road : RE VENTILATION & Scott Peters... The forum listed as the Home Energy Magazine Online MaylJune 2000 had as one of the members Max Sherman whom aT that time was the chairgerson of ASHRA.E's Residential Ventilation Standard. He had concerns with backflow of gases from combustion appliances. We have locate them in the garage. The system would include 3" exterior vents (Panasonic,Broan or equivalent) in each bedroom. To make sure that air moves through the bedroom and out into the common area, I had planned on providing a supplemental fan system to pull air out of the bedrooms and into the common area where the continous exhaust fan(6" duct 250 cfm) is located. This would increase the efficiency of the passive vents and reduce the negative pressure in the central area (in affect making this area a balanced system area). 1 looked on this as an enhancement on the designed referenced to reduce the chance for backdraft trom kitchen cooktops or fireplaces located in central area. The system would run when occupied and cycle when not occupied. The house also has 7 bath fans at >60cfin and may or may not have a kitchen exhaust fan at I OOcfm. The diagram below shows the construction for the exterior vents which are direct from outside into room. None of the concrete is in contact with outside or inside air. There is a possibility that there could be condensation in the passive vent tubes during extremely cold conditons. If there are, we will deaf with it by tempering the air or adding heaters. lf there is condensation it should drip right into room as there is a sleeve from the outside wall that encloses the passive vent assembly which is inside of its own tube. The references below go back to 1996 and state that continuous exhaust is a good way to ventilate a home. The Builiders Update from the MN Dept of Commerce recommends the system as the most economical way to do it. This practive is widely used in Europe as are concrete homes. House at 1457 Lone Oak Road : RE VENTILATION & Scott Peters... House at 1457 Lone Oak Road : RE VENTILATION & Scott Peters... I t PIM. .AO.. j c ? "' - ? £", "? . . . yT, .,;•?=F ?AL,a5:.oirTSw.xi? . . . a:y:-'•, .. ? . ??- -'? . r? . ? -l*A House at 1457 Lone Oak Road : RE VENTILATION & Scott Peters... ?. ? . ? ? A i. ' . ? .' , _ w} ?•.? ` , y. . f • ? ..? ? r ? _ . ? - ? _ ? , t - ?3:- ?, 4 f f t F .'?":?. _ . • . . . . . . J}ei4r .F '?P ? . Y?t' t Yc.' ? y _ a ` X . Scott Peterson From: Nirmal Jain [nijain@gwsmtp.doli.state.mn.us] Sent: Thursday, June 02, 2005 2:30 PM To: scottpeterson@gwsmtp.doli.state.mn.us Cc: Donald Sivigny Subject: RE: Ventilation Scott, I had a chance to review the fax you sent about the concrete home. I am assuming the £ollowing items based on the sheets. 1. Only underfloor heating and no air conditioning 2. Boiler in the garaqe with its proper combustion air etc. 3. Fresh air is ducted to each room throuqh about 2" diameter tubes that are inside the sheet rocked interior wa11s. Fresh air has no fan. Eresh air inlet is from an outside wall, connected to a header for multiple tubes or plenum. 9. Each of the five bed rooms have a 1ow volume transfer fan moving the air £rom the bedrooms to the common corridor type area. Each bedroom also has 4" passive vents £or air transfer from the bedroom to the common area. 5. There is one 250 cfin exhaust fan based on 7672: A. 90 CFM is the continuous ventilation for 5 bedrooms B. do not use the Centerpoint Energy CD for total ventilation. Per 7672, 6600 sa. ft require 330 cfm of total ventilation based on 0.05 cfm per sq. ft. C. 330-90=290 cfm, can be made up of bathroom fans and kitchen exhausts. My recommendation will be to have the house mechanical system to be designed by an experienced HVAC/concrete design engineer. This is really a very unusual house, the codes are the minimum requirements for the safety and health and do not always cover unusual designs. Other choices may be to advise the owner to do a air flow balance calculations, install it and then verify with a blower door test. Items of concern: a. condensation outside the tubes within the enclosed sheet rock wa11. b. moisture dif£usion rate through concrete c. interior concrete surfaces vapor retarder treatment d. air stagnation in areas other than bedrooms Is the owner willing to tak2 ail the risks associated with this unique one of a kind design Remember, codes are minimum requirements and not the desiqn manuals Let me know if I can assist. Nirmal Jain 1 Scott Peterson Prom: Nirmal Jain [Nirmal.Jain@state.mn.us] Sent: Thursday, June 09, 2005 1:13 PM To: Scott Peterson Subject: RE: Landry Home Scott, The following is based on the information provided by you and Mr. Landry's e-mail addressed to the BCSD. Please note, this is a non binding staff opinion on1y. The following is assumed based on the provided information: 1. The total ventilation is handled by exhaust £ans at multiple locations. 2. The people ventilation is provided by bringing outside air through 3" diameter ducts with di£fusers to each of the five bedrooms. This air is transferred to the common area through individual transfer £ans in the common wa11s from the bedrooms to the common area. And a fan equal to the people ventilation quantitiy in the common area is running continuously. Based on above information, if the people ventilation and total ventilation air quantitites are calcualted and provide per Minnesota Energy Codes, it meets the Minnesota Energy Code Ventilation requirements. Sincerely, Building Codes & Standards Division Nirmal Jain, PE Building Code Representative 1 o? .aA-i,? Sqy-97 gP- 590334-i5coo.31 RESIDENTIAL BUILDtNG PERMIT APPLICATION RP- ?0-s7D A&TV CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681•4875 + ?-?-,al . 3 ? NawConstructionReauiremants ?aC3 ?-'w-,i ?Retairo?deVReoairReauiromenU • 3 registe2d sile surveys showiiy sq. ft. of lot, sq. ft. of twuse; and all raofed areas ? • 2 cnpie.a M plan (20% masunum lot caverage aibwed) . 1 set of Ene,,y Caladations for heated additbns • 2 wpies of plan showing beam 8 windaw s¢es; poured found desgn, etc.) . 1 site survey for exterior addBions & decks • 1 set oF Energy Calculatwns . Intlicate'rf homB served by septic syslem for addiGons • 3 copies of Tree Preservatbn Plan it lot platted after 711/93 • Rim Jaist Defwl Options seledan sheet (hldgs with 3 or less unils) DATE VALUATION SITE ADDRESS 1?Sy? LoNC- ?•4-K .c o.a-? MULTI-FAMILY BLDG _Y `rN TYPE OF WORK ?f/c'ri/ CoiY577FUC77o.? FIREPWCE(S) _ 0_ 1_ 2 APPlICANT STREETADDRESS 09'7?o YV?-S L?4KE GI4?S' CITY ?c/&A?V&-STATE ?'?ZIP ?Sbz/ TELEPHONE #5?rT 3.31 7065CELL PHONE # 507 d? 71 y? Z FAX # PROPERTYOWNER n o3E"T'r 4?' ?Iull_/x TELEPHONE# ,_-? COMPLETE FOR "NEW" RESIDENTIAL BUILDINGS ONLY ?I?I? Energy Code Category MINNE50"I'A RULES 7670 CATEGORY 1 MINNESOTA RULES 7671 v I - - _ ? (J submission type) • Residential Ventilation Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Su6mitted Plumbing Conhactor: Z-'e-3/'?i'9Ghl _ Phone # /? / z- - Plumbing system includes: _ Water SoRener _ I,awn Sprinkler Fee: $90.00 _ Water Heater _ No, of R.I. Baths _ No. of Baths Mechanical Conhactor: Vlechanical system includes: 6GF ? Air Conditioning ? Heat Recovery System Sewer/Water Contractor. ????? C-T? UC. I?-U Y Y 1 NKti? I hereby acknowledge that I have read this applicption, state that the with all opplicable State of Minnesota Statutes and City of Eagan OrS Signature of Appiicant Certificates of Survey Received V" OFFICE USE ONLY Phone * ?? 7 -53y 7045? Fee: $70.00 Phone # to compfy Tree Preservation Plan Receivew Not Required _ Updated 4/02 OFFICE USE ONLY ? 01 Foundation O 07 05-plex ? 13 16-plex ? 20 Pool O 30 Accessory Bldg ` '01? 02 SF Dwelling ? 08 06-plex ? 16 Pireplace ? 21 Porch (3-sea.) 'O 37 Ext. Alt-"}Aulti ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.)' ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi ? 65 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Stortn Damage ? 06 04plex O 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous '01? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 38 Move Bidg. ? 42 Demolish (Foundation) O 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)• ? 43 Reroof ? 46 Windows/Doors ? 34 Replacsment 'Demolitlon (Entire Bldg only) - Give PCA handout to applicant Valuation 31V 4z? Occupancy 12-3 MC/ES System Census Code o/ Zoning A -I City Water SAC Units Gl Stories 3 Booster Pump Nbr. af Units ?7/ Sq. Ft. PRV Nbr. of Bldgs 0_ Length ? Fire Sprinklered Type of Const ?VQ-- Width REQUIRED ? NSPECTIONS ? Footings(newbldg) , ? FinaUC.O. _ Footings (deck) ` FinaVNo C.O. Footings (addition) Plumbing Foundarion 's --776)tly ? HVAC Drain Tile Other Roof Ice & Water Final Yool Ftgs AidGas Tests Final ? Framing S>;l i f- Siding ? Stucco Stone Fireplace R.I. AirTest Final Windows (new/replacement) _ _ _ Insulation /t?/!) _ Retaining Wall Approved By Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plart Plumbing Permit Mechanical Permit License Search Copies Other Total Building Inspector T- ? 6) jG ???yy« `1y 15 /g lyy J 0 7 G'? X AFFIDAVIT OF EXEMPTION FROM STATE CONTRACTOR LICENSE State of Minnesota ) ss Affidavit of Robert or Julia Landry ) (Building Permit Applicant) County of Dakota Robert or Julia Landry , being first duly sworn, upon oath, deposes and states the (Building Permit flpplicanf) the following: This Affidavit is submitted in connection with the building permit application made by Robert or Julia Landry (Building Permit Appltcant) for a proposed work project located at 1457 Lone Oak Road , Eagan, Minnesota. 2. I acknowledge and understand that Minnesota Statutes, s326.84, requires all residential building contractors/remodelers to obtain a license from the Minnesota Department of Commerce, unless otherwise exempt under the statute. 3. I am exempt from the residential building contractor license requirement pursuant to Minneso[a Statute s326.84, Subd. 3, for reason(s) indicated below (check those that apply): am the owner of'the residential real estate on which Yhe home sha11 be builY and I will do the work myself or jointly with my own employees or agents that I am building such home as my own personal residence and intend to permanently live therein. b. I am an architect or engineer engaging in professional practice as defined in Minnesota Statutes, Chapter 326. c. My annual gross receipts aze less than $15,000. d. My contracts on individual projects in aggregate do not exceed $2,500. e. I am a mechanical contractor, plumber, or an electrician. f. I am a speciality contractor, remodeler, or material supplier involved only in part of the proposed improvement to the residential real estate. 4. 1 acknowledge and understand that the statements in this Affidavit are made under oath and if I make any statement in this Affidavit that I know to be false or incorrect, I understand that I could be subject to criminal prosecution or denial or revoc the building permit or both. FURTHER YOUR AFFIANT SAYETH NOT. Dated: (Building Subscribed and sworn to before me This day of Robert or Julia Land 200 3976 Wells Lake WFaribault MN 55021 507-334-7065 (Print/Type ApplicanYs Name and Address) 5pecial Structural Testing and Inspection Program Summary Schednle Pcoject Name , 2-441.0 t /L ES Project Vo. Location / yS ,) L o,?uS o.t+C /Z. b 1c+ 6e,l PetmitNo. (i) Technical (2) Type of Report Assigned m (6) Fi Section ('70(, S^ ,70. S 7ai. S Artic3e $" llescri 'on (3) XvcNo2 ISatTS ? ILSr.X. GJ wnc? Ins ector (4) Fre uen (5) 3)1 IrACµ CEfiEI ? X fiKH G?'u.E r ?v.t6T ? SS-c Vn.izr ?- sr.c vxbr 70/. Y CuNC2EfE TES PERtoorG fb0 p T___.. ..?:.... D....,.am Notes: Tlus schedule shall Ite filled out and included in me Speciai ?wcnuai 1 eNu"g °1° "„t"`-u"'• `Ms' ""°. (7) Pertnit No. to be prcvided by the Building Official. (8) Referenced to the specific technical scope section in the program. (9) Use descriptions pei UBC Chapter 17, as adopted by Minnesota State Building Code. (10) 5pecia] Inspector -"echnical, Special Inspector - Structural. (11) Weekiy. monthly, p,!r tesUinspection, per floor, etc. (12) Firm conlracted to F erform services. ACKNOWLEDGEMENTS Each appropriate reptesentative shall sign below: Owner: Firm: Date: Contractor: Firm: Date: ArchiteM _ Fiffn: Date: SER: _ Firm: VoTar Date: SI-S: _ Firm: Date: TA: _ Firm: Date: F, _ girm; Date: If requested by engineedarc hitect of reeord or building official, the individual names of all prospective special inspectots arr the work they intend to a6sftrve shall be ident3fied. Legend: . SF.R = Structu ral Engineer of Record SI-T = Special Inspector - Technical TA = Testing Agency SI-S = Special Inspector - Struchural F= Fabricator Accepted for the Building I)epartment By Date ?Anr.nrui D......tA l- 2fr-o? MECcheck Compliance Report 2000 Minnesota Energy Code MECcheck Softwaze Version 33 Release lb Data filename: C:\Program Files\CheckUvlECcheck\lone_oak.cek TITLE: 1457 Lone Oak Road COUNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION 7'PPE: Single Family DATE: 01/14/03 DATE OF PLANS: May 15,2002 COMPANY INFORMATION: Robert & Julia Landry 3976 Wells Lake Way Faribault,MN 55021 NOTES: 651 454 5983 landry@ rconnect.com , COMPLIANCE: Passes? Maximum UA = 1087 Your Homc = 841 22.6% Better Than Code Ceiling Roof: Cathedral Ceiling (no attic) Wall Is[ Floor. [nsulated Concre[e Forms W3 Above Grade, Wood Frame, Double Pane with Low-E W5: Above Grade, Wood Frame, Double Pane with Low-E W8: Above Grade, Wood Frame, Double Pane with Low-E W9: Above Grade, Wood Frame, Double Pane with Low-E W 18: Above Grade, Wood Frame, Double Pane with Low-E W l7: Above Grade, Wood Frame, Double Pane with Low-E W 16: Above Grade, Wood Freme, Double Pane with Low-E W 15: Above Grade, Wood Frame, Double Pane with Low-E W 14: Above Grade, Wood Frame, Double Pane with Low-E W 13. Above Grade, Wood Frame, Double Pane with Low-E W 12: Above Grade, Wood Frame, Double Pane wi[h Low-E W 10: Above Grade, Wood Frame, Double Pane with Low-E W 11: Above Grade, Wood Frame, Double Pane with Low-E DS -Entry: Glass Permit Number Checked By/Date Gross Glazing Area or Cavity Con[. or poor Perimeter R-Value R-Value U-Factor UA 4282 0.0 2280 15 15 15 6 8 4 36 12 15 15 4 24 22 32 36.0 116 36.0 59 0355 0355 0.355 0.355 0.355 0355 0.355 0.355 0355 0.355 0.355 0355 0355 0.450 13 14 D6 -Door Living Room: Glass 21 0.450 W4: Above Grade, Vinyl Frame, Double Pane 15 0.355 W6: Abovc Grade, Vinyl Frame, Doublc Pane 15 0355 W7: Above Grade, Vinyl Frame, Double Pane 15 0355 D1 -Door Gazage: Solid 21 0.450 Wa112nd Floor: Insulated Concrete Forms 2940 36.0 W 19: Above Grade, Wood Frame, Double Pane with Low-E 32 0.355 W20: Above Grade, Wood Frame, Double Pane with Low-E 6 0355 W21 Above Grade, Vinyl Frame, Double Pane 6 0355 W22: Above Grade, Vinyl Frame, Double Pane 1 0355 W23: Above Grade, Vinyl Frame, Double Pane 6 0.355 W24: Above Grade, Vinyl Frame, Double Pane 13 0.355 W25: Above Grade, Vinyl Frame, Double Pane S 0355 W26. Above Grade, Vinyl Frame, Double Pane 6 0.355 W27: Above Grade, Vinyl Frame, Double Pane 11 0355 W28: Above Grade, Vinyl Frame, Double Pane 7 0.355 W29: Above Grade, Vinyl Frame, Double Pane 7 0.355 W30: Above Grade, Vinyl Frame, Double Pane 7 0355 W31: Above Grade, Vinyl Frame, Double Pane 7 0355 W32. Above Grade, Vinyl Frame, Double Pane 15 0355 W33: Above Grade, Vinyl Frame, Double Pane 10 0355 W34: Above Grade, Vinyl Frame, Double Pane 10 0.355 W35: Above Grade, Vinyl Frame, Double Pane 10 0.355 W36 Above Grade, Vinyl Frame, Double Pane 22 0355 W37: Above Grade, Vinyl Frame, Double Pane 10 0355 W38: Above Grade, Wood Frame, Double Panc 10 0.355 W39: Above Grade, Vinyl Frame, Double Pane 17 0355 W55: Above Grade, Vinyl Frame, Double Pane 30 0.355 W56: Above Grade, Vinyl Frame, Double Pane 30 0355 W57: Abovc Grade, Vinyl Frame, Double Pane 30 0355 W58: Above Grade, Vinyl Frame, Double Pane 30 0.355 Wall 3rd Floor/Bonus Room: Insulated Concrete Forms 1281 36.0 W40; Above Grade, Vmyl Frame, Double Pane with Low-E 20 0355 W41: Above Grade, Vinyl Frame, Double Pane with Low-E 20 0355 W42: Above Grade, Vinyl Frame, Double Pane wi[h Low-E 20 0355 W43: Above Grade, Vinyl Frame, Double Pane with Low-E 20 0.355 W44: A6ove Grade, Vinyl Frame, Double Pane with Low-E 20 0.355 W45: Above Grade, Vinyl Frame, Double Pane with Low-E 20 0355 W46: Above Grade, Vinyl Frame, Double Pane wrth Low-E 24 0355 W47: Above Grade, Vinyl Frame, Double Pane with Low-E 24 0.355 W48: Above Grade, Vinyl Frame, Double Pane with Low-E 24 0.355 W48. Abovc Grade, Vinyl Frame, Double Pane 24 0.355 W49: Above Grade, Vinyl Frame, Double Pane 24 0.355 W50: Above Grade, Vinyl Frame, Double Pane 24 0.355 W51: Above Grade, Vinyl Framq Doubic Pane 24 0355 W52 Above Grade, Vinyl Frame, Double Pnne 24 0.355 W53: Above Grade, Vinyl Frame, Double Pane 24 0355 W54: Above Grade, Vinyl Frame, Double Pane 24 0355 Wood Triangle portion of 3rd N/S: Wood Frame, 16" o.c. 588 28.0 0.0 Wood Trianale portion of 2nd E: Wood Frame, 16" o.c. 216 28.0 0.0 lst Floor Slab: Heated Slab-On-Grade, 4.0' insul. 188 36.0 Room over gazage: All-Wood JoistlTruss, Over Unconditioned Space 1164 0.0 30.0 Air Condi[ioner 1: ElecLric Central Air, 10 SEER Boiler l: , 80 AFTJE Furnace 2: Forced Ho[ Air, 78 AFUE 78 11 2 4 2 2 2 2 5 4 4 8 4 4 6 I1 11 11 11 28 7 7 7 7 7 7 9 9 9 9 9 9 9 9 9 9 29 11 120 34 Proposed and Maximum U-Factor Averages Proposed Maxunum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0360 0370 Includes Foundation Windows > 5.6 ft2 Floors Over Unconditioned Space 0.029 0.033 COMPLIANCE STA1'EMENT: The proposed building design described here is consistent wi[h the building plans, spccil'icationsand other calc ubmitted wi[h the permi[ application, The proposed building has been designed to meet the 260 0 Minne a Energy ode requirements in MECcheck Version 33 Release lb and to comply with the mandatory reyuire d i ECc k Ins ction Checklist. BuildedDesigne Date ?? ?d3 r (SEE ATTACHMENTS) ? Development Lot Number Address Builder Kolle" Tree Protection Requirements: Tree Fencing Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therepeutic Pruning Retaining Wall Other: Replacement Trees: Not Required As Follows: Attachments: 1C Yes No Additional Notes: ??GAN FORESTRY DSVISl0N REV:lftl? DffE ?? H:lghove12000fl1e\treepres\Tree Preservatlon Plan Summary-2000 Block Number ?--a ?? DaL -41-96ve-lel- ? a ,vE ? .u -?o Q ?. ? ? "rrra ?n .z? 43M v ,0 ..KI3 JA 'hrrn .s :id I .tt asoW 'a .il a?d 7I ,?t Ql ? '*Lti XAMOM ? ? ?? 7 D \ MM dllt .9 we 31(.A wo ? 01.0 .?{ ? ? t ?(,?j ) • ? xro x? ; =? s ?,o ? .? ? •s? p? ? W"??o a wXVO ? .? ? ,m Im"ua .n E )WO '1! A ? l? 7tM0 '??l tM0 ? j IIND V , ?. ?- -- -- ueBe3 `peo8 Mep auoI Lgtrt xm lim .s? ? ??m WN.A O .L '" .L s? J0 l. / .J 45 A f 1 , I Tree Preserv(jtion Plan TREE PRESERVAl10N AND LANDSCAPE PLAN NOlES: ' • ' 1.) REMOVE ONl1' 7REE5 INDICAIED FOR REMOVAL AND STAKm BY 7HE LANOSCAPE ARCHIiECT. 2) PROIECT 7REES THAT ME TO R61AIN N1TH ORAN(E CONS7RUCTON fENCE AND RS PER tlT! SPECffICA-RONS 3.) 7HE E10571NG ROADWAY SHALL BE IMPROVID TO HAVE A WNIMUAI OF 18.5' 1NDE GRAVEL BASE 1N7H 'fW0 1-1/2" LIFTS OF BINAIWOUS A7 18.5' WIDE EXCEPT, AS REWIRID BY E%ISTNG 7REE5 pND, ADJACOJT EXISTING PROPERN OWNERS REQUEST SHALL BE NARRONED TO 16' WiDE MINIMUM. 4.) 1FIE NEW ROAD 9iALL BE 6" qA55 5 GRAVEL BASE YA7H TWO 1-1/2" UF15 OF BINMINWS. 5.) CINISiRUCT A 4! MAUE x 25' LONG z 2' DEEP FRENCH DftAIN CENTERED IN THE IAAND. FlLL fRQlq1 DRAIN N7TH CRUSIIm ROCK. CON57RUCT FRENCN DRAPI AND ISUND LANOSCAPINCr AFIQt VEGETA710N IS NELL ESTABLISHm i?ae? ^ \ ' ?°wnoru Fw C--irasuxn- -- ?.rn ----- ??\ ir c ? a . °"' \? "e axu¢? µ0W rff,l F0. raaa?a R??? \ r• ?ypd. f°°? eark ?ra+ \?\ ?K' " ' \\ fROI%1 eRtM7 ? Yodit \ fE° `f ?i ? ? f4M1[• ? ?p N?? Y.w?b F •M N ? uY G ORAY-aT?rt + vacriom. ? 4 ? i -mxrM ' reuw??"? Yaw ' s v zW"0°?vs• `?z ca woao , ? ?$ T ?y.? oiYGLMI{E-JYM I COa\fBt ?Ke1lR¢-.RM r y°j 1d ? WIOLVM`MWIIOC 1NhC1E? dawMAL1W1Yw FRNB N 14Ym1. YYpR MM \"• 1?' 0. RES rwy Qew 1 '?dLIR? a M1 I J TM C??? VIYIp!' IR11R91L ?10.'imc??Y11RlIIL_? ? fP0. v6TdNESa?¢ T y0 1{2 K 1a4y R M'6YME? ?1 R ?Yml ?T 0. 1P8YME w'R 1AS ny Q ? ? W N ¦ INDICATES TREE i0 BE REMOVED = T LL umu GRAPHIC SCALE (W?1 i?y-eo n Engineering Surveying Planning i?O HwV. 52 S.E Lhatfidd Mn. 55925 PR 901-667-1608 TREE INVENTORY ABBREVIAitON TREE SPECIES EXIS7ING S d PME JACK PINE 3 R. PINE RW PINE 7 Q ? SPRUCE SPRUCE 0 R. CEDAR Rm CmAR 3 1465 ? SLR. NAPLE SILVE3t MNPIE 1 F ELM ELM 6 CTH, ? D 8 80X ELD R BE 3 ' R. OAK Rm OAK 25 W. OAK NHITE OAK 4 8. CHERRY BUCK pERRY 2 R. MULBERRY RUSSIPN MUIBEFtRY t HApCBERRY HACKBERRY 1 APPLE APPLE 2 WALNUT &ACK WALNUT 1 8 . G. ASH ptEEN ASH 1 TOTAL 66 i isnmr mmr ma m rw1. Qm- 11G1[M M MRRf MS {1!lIIEO BY IE IXf NOfP YT OSti 9YlAM90N M9 i w e an um?aa sxnmmti v.XYY/?rt AVMIECf UYA ME uc 6 M ST?F 6 ?la o?rz xn ?m • INDICA7E5 TREE TO BE REAIOVED W751DE PLAT B( TA&1LATON REFLECTS SIQJIFlCANT TiEES WI7HM PL PFRCENTAGE OF TREES PROPOSED TO BE REMOVID Zehnder Acres No. 3 LO -?- ?? >- . •? LOT SURVEY CHECIWBT FOR RESIDENTIAL BUILDING PERMR APPLICATION PROPERTY LEGAL: L D?' I/ z??/ ? ca%S DATE OF SURVEY: LATEST REVISION: ? 4r- ? ? t ? a 9 O z a DOCUMENTSTANDARDS Q,, ?? • Registered Land Surveyor signature and comparry CS? ? ? • Building Permit ApplicaM ? ? ? • Legaldescripdon / o d o . adaress Gd d ?? ? • North arrow and scale t etc ) lit b k l ik t lit / b -/? ? ? • ou , . en ry, o er, wa ou , sp w o, sp House type (ramb ws with slo radient % rr el Di ti l d i ?r ? • nage a p g rec ona ra o p? ?? . Proposed/existlng sewer and water services 8 inveR elevation ?Y ? ? • Street name G3? ? ? • Driveway d ? ? • Lot Square Footage V ? ? • Lot Coverage ELEVATIONS Existin q ? ? • Sewer service (or Proposed) V ? ? • Property comers ??? • Top of curb at the driveway and property line extensians ??? • Elevations of any exisdng adjacent homes ? / ? • Adequate footing depth of sWctures due to adjacent utility trenches ? ? • Waterways (pond, stream, etc.) Prooosed / Cd" 0/ ? • Garage floor 0 ?3" ? V • Basement floor i lk U d ) d l ti ? ? • w eva on (wa au n ow Lowest expose e ? 9' ? • Properry comers LR" ?? • Front and rear of home at the foundaNOn PONfSING AREA (if applicable) ? 4?? • Easement line ? H/? • NWL ? 4d? ? . HWL ? LY ? • Pond # designation 0 A' ? • Emergency Overtlow Elevatfan ? v' ? • Pond/Wetland buffer delineation Z? ? ? / Fd" o D/? ? 12/ ? u o ? 0 ? • Lot IinesfBearings 8 dimensions • Right-of-way and street width (to back of curb) • Proposed home dimensions including any pioposed decks, overhangs greater than 2', porches, etc. (i.e, alt sWCtures requiring permanent footlngs) • Show all easements of record and any Ciry ufilities within tlrose easemenfs • Setbacks of propased structure and sideyard setback of adjacent exfstlng structures • Retaining wall requiremei Reviewed: G:/FORMSlBuflding Permit Appliptlon ? , W'r BR4WN LAND SURVEYING, INC. 8030 Cedar Avenue South Suite 228 WOODROW A. BROWN, R.L.S. Bloomin ton, MN 55425 President Phone (?952) 854-4055 SuI"Vey rOT: Fax (952) 854-4268 Bob Landry Scale: 1"=40' I NORTH • Denotes Iron Monument Found 0 Denotes Iron Monument Set S;:% W 010 VP ? v N :2 -2 Lfl O O1 O N o K) .?:;?RU....... . . ,.,,,,._ ? F??\ _ D, R " ? ,a n`r, 4 t ? ? H?{ r4 W .2, • ` ?1 ? ;..5.-_ ._?._ . ._:_...?. I I ( ?$ --S N I I ????? ( ? l-S?uth line of North 300 feet I Proposed Elevations: Floor Slab= (880.4) Garage Floor= (880.4) Benchmark: Top Nut Hydrant North Side Skyline Road 360 feet East of Skyline Drive= 869.61 PROPERTY DESCRIPTION ? O °m C) ? O a Proooaed SAN M.N. Inv.= 864.5 864.4 I I v' z 0 I 3 I ? NOTE: No Search Was Made For Any Easements. North 300 feet of Lot 11, ZEHNDER ACRES, Dakota County, Minnesota I hereby certify that this survey, plan or report 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. W. BROWN LAND SURVEYING, INC. ? Dated: August 19, 2002 March 24, 2003 ?.? ??t ,c?? Revised March 27, 2003 n7k? Woodrow A. Brown, R.L.S NO. 15230 Revised April 9, 2003 1 of 1 372.0 1,872.0 200.0 \ ??s Proposed Storm Sawer Easement ? 'O ? ??00 s ? Area of Lot = 64,000t Sq. Ft. House Size = 3'2v 88± S5.5% ? ^ ? 871.5 c E \ I U9 ?. N (879.9) 762x ----- 36.0 82.5 ? I n ..,-,o ol ? 'I7s.s) - ° A5.0 x876.2 41.6-- 420 0 < ? 0 #145psed lL 24.1 51ab x _ 0 1 36A? ? N ? ?.Q ? 9) Proposed Driae ts9 i,o42o 49.8 °- '8?78? ,o (879.°- / ? I I I In 0 ?f Private Drive-l-F--I Easement ? -1-119re-d4 //,ZG/o7 Hi Bob: According to our records, you were issued a TEMPORARY Certificate of Occupancy for permit # 59033 on June 6, 2006 pending completion of the exterior finish. That temp Co expired on Oct 1, 2006. There was a stipulation on the Temp CO, that any future extension requests be submitted in writing to the building official. Please schedule your final inspection or submit your written request for an extension of the occupancy permit. 1300.0140 VIOLATIONS. It is unlawfixl for any person, firm, or corporation to erect, construct, alter, extend, repair, move, remove, demolish, or occupy any building, structure, or equipment regulated by the code, or cause any of those actions, in conflict with or in violation of the code. The building official may serve notice of violation or order on the person responsible for the erection, construcrion, alteration, extension, repair, moving, removal, demolition, or occupancy of building or structure in violation of the code, or in violation of a permit or certificate issued under the code. The order shall direct the discontinuance of the illegal action or condition and the abatement of the violation 1300.0150 VIOLATIONS, PENALTY. A violation of the code is a misdemeanor under Minnesota Statutes, section 1613.69. Thank You for your cooperation Jeff Wheeler Building Inspector City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122-1897 direct (651) 675-5680 Fax (651) 675-5694 iwheel erCa?citvofeaa an. com =Voigt & Associates, Inc. ? STRUCTURAL ENGINEERING SERVICES 4635 PIICOLS RD. SLIITE 204 ? EAGAN, MN 55122 - PH. (651) 686-9727 FAX. (651) 686-8444 FIELD REPORT OWNER ? ? ARGHITECT ? , ? ??? ?.CONSULTANT ? FIELD ? G 9????ECT,VAP", PROJECT: Landry Residence, 1457 Lone Oak Rd. Eagan INSPECTIQN REPORT NO: PROJECT NO: 2002.124 '&.9f rxr 53033 REPORT BY: AI Malecha DATE: 4/06104 TfMP. RANGE: 60'S TIME: 10:00 pm EST. 9+0 of COMPLETION: WEATHER: sunny, windy CONFORINANCE WITH SCHEDULE (+,- ): PRESEfJT AT INSPECTION: AI Malecha, Jeff Wheeler, Bob Landry PURPOSE: Structural Site Visit rec}uested by Bob Landry WORK IN PROGRESS: General Construction SYatus Footings: Fdn Walls: Struc Steel Erection: OBSERVATIONS: 100% complete Frost Wail Formed. First Floor Waiis are Formed Nearing Compietion 1. Rebar is not welded to each side of column as per ConsuNral Please piace one x 4D° length of rebar bent around the column, trim the ICF form as required to attain '° of concrete coverage. & 'm e,v g??/y eJ /9 1? y/xloy 2. The lintels over the garage do not have the minimum required'/.' of concrete coveraqe required by ACI-318_ Please trim your ICF fortns so ifiat you will get your'/." of concrete coverage 3. At some of the lap splice locations on the hor¢ontal shrinkage and temperature steel you are laddng the typical'/." of concrete coverage required . The hor¢ontal steei does not add to the structural strength of the wal{, as the wall spans vertically. This steel is not necessarity mandated by the ACI-318, but is typicalty added in good practice- We have contacted ConsuMrdl and they have stated the horizonhal steel that they have recommended is to maintain the location of the verticals. We have also inquired regarding any type of corcosion protection that may be required and Consulwai has stated tfiat their fortns will be airtight and wiii protect the steei from the elements. REMS TO VERIFY: None 11•i'J7 4 C?/1'fL CiVf I /? /J p?ZFti?,'r' =4t Augus[ 7, 2103 Mr. Robert Landry 3976 Wells Lake Way Fazibault, MN 55021 Dear Mr. Landry, ? ? ? ? T ? AUG 0 8 2003 T'his le[ter is in response to the fa:c that yrou sent to tbis office (dated 8/6/03) reques[ing the following clarifications to your footings: 1. 5/8" anchar bolts are acceptab(e for use with your TS 4x4 columns. 2. The azea of steel of 245 bars and 344 bars are equivalent, the use of eithet combination is acceptable for yout continuous strip footing. 3. The #4 transverse rebar in the continuws strip footing is unnecessary and catt be deleted from the plans 4. The rebar projeding ahove the footing (wall is below grade on each side of the wall) nceds to have a minimum lap of 12" with the wall rebar above (ACI 318-95, Section 12.2.1). The projected rebar from the footing only needs to lap with the wall rebar at 24"oc., this equates to every other wall rebar being lapped with the footing rebar. The lap splico requirement in line item #6 of tlris letter does not apply to this condition. 5. It is acceptable to omit the tying of the ver[ical rebar to ihe footing reinforcement 6. This office has calculated the length of the minimum required lap splices for the following bar sizes for the walls using fy = 60ksi rebar and fc= 4000psi concrete according to ACI 318-95, Sec[ion 122.2: 1. #4 bars are to have a minimum splice of 19 inches 2. #S bars aze to have a minimum splice of 24 inches Please adhere to these lap splice requirement for all of your rebar on your project> unless directed otherwise by this ot5ce. Please call ifyou have any ques6ons. Sincerely, A1 Malecha, PE raul w. voigr, rE ? =Voigt & Associates, Inc. ; STRUCTlIRAL ENGINEERING SERVICES 4635 AIICOLS RD. SUITE 264 EAGAN, MN 55122 - PH. (651) 686-7727 FAX. (651) 686-8444 j A 14 ?REVn , . ?? ? ?, .- . , .. ?,• •-?• ? ?± rv ?1? .? Enclosures: Bob Landry's Footing Inspection Faat (dated 8/6/03) S PlLG/.?G L yf5?ac fia.,?f MVoigt & Associates, Inc. ?.STHUC7'L.RAc cA'cJNr_rat.Vc sLXVrces ?ri 4?- Ir tt 6 90 33 46s5 NicoLS aD. suITE 204 GAGAN, MN 55122 ? PH. (651) 696-7727 FAX. (651) 686-8444 Mav 11. 2005 Mr. Robcrt L•mdn 1i57 Lone _ Eagvi. MN 53121 Dcar Mr Landn. At yonr request. we ve prociding } ou the inspeetion reporls for ihe constniclion of the residetice localed at 1457 I.one O<ilc Rd m Eagan. NIIV. We tiave inspection mports for tlie folloning stages on construction: 1. 9l21/03 - Conerete foolings wem poured :uid foundation wall forms «'cre in place and the majorih of struchual s[eel iias erected 2. 4/06l04 - Foundation Walls Nverc pourcd and first floor NNalls ivere formed i. 61l7/O J- First floor walls %% crc pourcd and sewnd nalls n'ere formcd a. 7/12/04 - Second Iloor «•alls iicre poured and lliird IIoor walls «crc formed During each inspection rcbru placcment (1 crt. horiz. tmd lintcls), concrcte placement, strucluril stceL and anchor bolts were chccked. We belie% c Ihat ali work dhat we inspecled/revicw ed is in confonnance with generalh acccpted constniction pr.ictices and ihc intent of the constniction documents tha[ we provided/reviened fot this project. Plcase call if } ou luiNe am questians. Sinccrch. vN OW-O? AI Maleciw. PE PCJ w, Paul W. VoigL PE Enclosures. Ficld Reports (a - sec abo?c) _ Voigt & Associates, Inc. STRGCTLRAL E,L'GINEERING SERY'ICES ? 4635 NICOLS RD_ SUITE 244 EAGAN, MN 55122 ? PH. (651) 686-7727 FAX. (651) 686-8444 FIELD REPORT OWNER ? ARCHITECT ? CONSULTANT ? FIELD [] PROJECT: Landry Residence, 9457 Lone Oak Rd. Eagan INSPECTION REPORT NO: PROJECT NO: 2002.124 REPORT BY: A! Malecha DATE: 9124143 TEMP. RANGE: 60's TIME: 12:30 pm EST. °/a of COMPLETION: WEATHER: sunny, windy CONFORMANCE WITH 5CHEDULE PRESENT AT INSPECTiON: AI Malecha, Paul Voigt, Bob Landry AURPOSE: Wall rebar Inspection WORK !N pROGRESS: General Construction Status Footings: 100°/a complete Fdn Walis: Frost Wali Forrned Struc Stee! Erection: Nearing Completion OBSERVATIONS: 1. Afl Rebar place per the drawings and specification with the exception of the following in Item #2 At column locations: Bob Landry will lap a#4 bar with the #5 6ars around the steel columnslTEMS TO VERIFY: See above o6servations Tos required verifications fNFvRMA;10N OR ACTION REQUIRED: Nane ATTRC4MEINTS: None COPY TO: FII,E I? Vaigt & Associates, Inc. STRDCTG'RAL ENGTNEERING SERVICES ' 4635 NICOLS RD. SUITE 204 EAGAN, M2S 55122 ? PH. (651) 686-7727 FAX. (651) 686-8444 FlELD REPORT owNeR ? ARCHITECT ? CONSULTANT ? FIELD ? PROJECT: Landry Residence, 1457 Lone Oak Rd. Eagan INSPECTfON REPORT NO: PROJECT NO: 2002.124 REPORT BY: AI Mafecha DATE: 4l06/04 TIME: 10:00 pm TEMP. RANGE: 60's EST. % of COMPLETION: WEATHER: sunny, windy CONFORMANCE WITH SCHEDULE PRESENT AT INSPECTION: A1 Maiecha, Jeff Wheeler, Bob Landry PURPOSE: Structural Site Visit requested by Bob Landry WORK IN PROGRESS: General Construction Status Footings: Fdn Wails: Struc Steel Eredion: OBSERVATIONS: 100% complete Frost Wali poured, First F1oor Walls are Formed Nearing Completion 1. Rehar is not wetded to each side of co{umn as per Consulwai Piease place one #4 x 40" length of rebar bent around the column, trim the ICF fortn as required to attain '/." of concrete coverage. 2. The lintels over the garage do not have the minimum required %" of concrete coverage required by ACI-318. Please trim your ICF forms so that you will get your'/<° of concrete caverage 3. At some of the lap splice locations on the horizontaf shrinkagz and temperature s[eel you are lacking the tyPical'/<" cf concrete coverage required. The horizontal steel does not add to the stnictural strength of ihe wali, as the wall spans veRically. This steel is not necessarily mandated by the ACI-318, but is typically added in good practice. We have contacted Consulwal and they have stated the horizontal steel that they hEve recommended is to maintain the location of the verticals. We have also inquired regarding any type of corrosion proteclion that may 6e required and Consulwal has stated that their forms will be airtight and will protect the steel from the efements. ITEMS TO VERIFY: None .z_ J eF 7 ? Voigt & Associates, Inc. ; STRGCTUXALENGINEERINGSERVICES 4635 NICOLS RD. SUITE 204 EAGAN, iAI 55122 ? PH. (651) 686-7727 FAX. (651) 686-8444 INFORMATION OR ACTION REQUIRED: None AITACHMENTS: Letterfrom Consulwal COPY TO: FTL.E BOBLANDRY JEFF WHEELER (FAX 4651-675-5694) ? Voigt & Associates, Inc. ? STRUCTL'RdLENGINEF.RINGSERL'ICES 4635 \ICOLS RD. SL'ITE 204 EAGAN, MN 55122 ? PH. (651) 686-7727 FAX. (651) 686-8444 FIELD REPORT OWNER ? ARCHITECT ? CONSULTANT ? FIELD ? PROJECT: Landry Residence, 1457 Lone Oak Rd. Eagan INSPECTION REPORT NO: PROJECT NO: 2002_124 REPORT BY: AI Malecha DATE: 6/17104 TEMP. RANGE: 70's TIME: 10:00 pm EST. % of COMPIETION: WEATHER: sunny, windy CONFORMANCE WITH SCHEDULE (+,- ): PRESENT AT INSPECTION: AI Malecha, Bob Landry PURPOSE: Structural Site Visit requested by Bob Landry for Concrete and Rebar WORK IN PROGRESS: General Construc[ion Status Footings: 100% complete Fdn Walis: Frost Wall Formed, First Floor Wails are Completed, 2' Floor Walis Formed Struc Steel Erection: Nearing Completion, Will complete after next pour OBSERVATIONS: All Rebat appeared to be in piace and per construction documents. One lintel at upperfloor overgarage was only 8" deep, calculations were run and lintel is ok ITEMS TO VERIFY: None INFORMATION OR ACTION REQUIRED: None ATTACHMENTS: None COPY TO: FILE ? Voigt & Associates, Inc. ? STRUCTL'RALENGPVEERNGSERYICES 4635 NICOLS RD. SUITE 204 EAGAN, ibIIV 55122 a PH. (651) 686-7727 FAX. (651) 686-8444 FIELD REPORT OWNER ? ARCHITECT ? CONSULTANT ? FIELD ? PROJECT: Landry Residence, 1457 Lone Oak Rd. Eagan INSPECTION ftEPORT NO: PROJECT NO: 2002.124 REPORT BY: Ai Malecha DATE: 7l12J04 TEMP. RANGE: 80's TIME: 1:30 pm EST. % of COMPLETION: WEATHER: sunny, windy CONFORMANCE WITH SCHEDULE (+,- ): PRESENT AT INSPECTION: AI Malecha, Bob Landry PURPOSE: Structural Site vsit requested by Bob Landry for Concrete and Rebar WORK IN PROGRESS: General Construction Status Footings: 100% complete Fdn Walls: Frost Wali, First and Second Floor Walis are Completed, 3rd Fioor Walls Formed Struc Steel Erection: Complete OBSERVATIONS: 1. Owner/Contractor to provide'/," of cover at the steel columns 2. OwnedContractor to finish vertical rebar placement 3. Owner/Contractor to finish top rebar placement at lintels ITEMS TO VERIFY: None INFORMATION OR ACTION REQUIRED: See above - all items above verbally communicated to Bob during the site visit ATTACHMEUTS: None COPY TO: FILE ? - ' Date 03/10/2005 ??e"a-&-r '044li''`.W Page Td ,.9AkL Itza Permit Inspections Entry Comments Identification: Cammeuts: EA059033 - 1457 Lone Oak Rd 08/06/03 JTW footings - verify ]ocation of footings on the lot survey stakes aze all buried (the surveyor did lay out the bolt locauons for the steel. we stil] need toverify that those aze refenced to the property line) * recieved revised survey 8/7/03 building is not in the original locarion or orientation but it is well away from the lot lines. OK to continue. provide as built survey before fmal CO - Items that are not according to the approved plan shall be changed or approved by the engineer in writing 1) 5/8" anchor bolts at steel column locations (engineering called for 3/4") 2) 2-#5 rebar continous in the foohng (plan calls for 3-#4's) 3) length of dowels , 4) perpendicular reinforcing(# 4 at 24" OC) left out 5) discrepency in length of rebaz lap at splices (40 dia's or 48 dia's) 08/08/03 JT'W footings - all oF the above discrepencies have been approved by the engineer as is see letter attached to the approved plan Footings OK to pour 10/09/03 JTW foundation partial - below grade walls aze OK to backfill - no habitable space below gade, equal fill on both sides and sandy soil. no wa[erproofing or drain tile required 1-13-04 Per Stan, Russ & Dale S. - Id - No CO to be issued until sanitary sewer pipe is corrected to allow proper flow. 04102/04 Tl'W foundarion/ 1 st floor walls - provide report from special inspector before pouring walls - addressing horizontal steel not in the horizontal cores - stirrups at lintels not diagonal as per engineering - horizontal steel is not continous at the embedded columns - provide a ininimum of 3/4" concrete cover over all reinforcing steel 04/06/04 TfW - met with the engineer at the site to discuss the items listed in the last correcrion. He will run the calcs and fax over the answers 04/07/04 JTW engineer report received 04/09/04 JTW partial foundarion - OK to pour lst floor walls 6 16 04 tz foundation pour need to finish s steel ties on garage, 4# 4 rebar on window to stairway up stairs, need to brace garage wall2nd floor, need engineers sign off for tlvs levels pour Date 03/10/2005 Page Permit Inspections Entry Comments Identi5catiou: EA059033 - 1457 Lone Oak Rd Comments: 7/12/04 TM Foundation -top floor ok to pour if engineer signs off -Bob Landry stated that the engineer was out there and ok'd this section to pour -Bob will send all engineering to Jeff Wheeler 10/22/04 PARTTAL FRAMING CN: - PARALLEL ROOF TRUSS FRAMING CONNECTIONS AT RIDGE & BOTTOM PLATES DONE AS SPECIFIED - FLOOR TRUSSES ARE IN PLACE, ADD NAILERS WHERE TRUSSES RUN PARALLEL TO WALLS - PROVIDE ENGINEERING FOR REVISED GABLE END FRAMING (Bob wants to use 2 x 6 fiaming where engineer specs asked for 2 x 12's) 10/22/04 JT'W framing - OK to frame gable end walls with 2X6 at 16" OC up to 10' Tall then change to 12" OC (verify with engineer oFrewrd) 10/25/04 JTW ice and water partial - 2 story section OK - 3 story not ready 12/15/04 JTW - OK to use nontreated bottom plates on concrete slab if there is an impervious membrane in between (as per IRC 323.1 (3)) 12/21/04 JT'W framiug - gable end walls OK - need plbg, Mech and elec RI for full framing inspection - provide special inspectors final report to fuush foundarion' (poured walls) - Icynene insularion used at gahle ends and roof using paint as ffie vapor barrier - draft stop floor riusses at the midpoint - provide new energy calc which includes gazage or a means to turn off the heat in the garage without freezing G dM P141';?A1 3/10/OS 7TW Previous comments printed and add to the parcel file to allow room for futur e comments 1-13-04 Per Stan, Russ & Dale S. - ld - No CO to be issued until sanitary sewer pipe is conected to a11ow proper flow. 12/21/04 JTW framing - gable end walls OK - need plbg, Mech and elec RI for full framing inspection - provide special inspectors final report to finish foundation (poured walls) - Icynene insulation used at gable ends and roof using paint as the vapor barrier - draft stop floor trusses at the midpoint DONE jtw - provide new energy calc which includes garage or a means to tum off the heat in the garage without freezing 03/10/OS JTW - addendum for adding the barrel vault ceiling approved 04/04/OS JTW - provide spec for staples proposed as alt to screws in the barrel vault DONE jtw 04/22/05 JTW partial framing - OK to cover walls at 3rd floor " " " 2nd floor except over garage and at bathrooms - need Mech RI for bath fans at all bathrooms - 1 st floor need mech RI and add fire block at mech room and bath ceiling - still need elec RI at lst floor and 2nd floor above garage - all drywall covering icynene (roof and gable ends) needs to be painted for the final (paint is the vapor barrier) - provide an addendum to be approved for any change in floor plan from the approved plan - still need final special inspections report to final the foundation - still need energy cals for the garage or a means to turn off the heat in the gazage 6/7/05 Insulation TM -vapor barrier is on in master bedroom (room over the garage) ok to cover 06/29/05 JTW addendum approved for Synthetic Stucco system (Flextek) 07/14/05 JTW framing - add fire blocking at; Library at soffit for duct ends of the azched ceiling at the windows top of the boxed out columns (lst flr and the garage) 2nd flr at the south bedrooms, bath and hallway - no egress window required out of the 3rd level as long as there are no sleeping rooms - seal all penetrations in the top plates - provide 1 hr protection at all penetrations in the common wall at the garage - submit an addendum to the approved plan, showing new floor layouts, for approval 07/15/05 JTW framing / Insulation *** OK to drywal] all surfaces *** - drywall at 2nd floar hallway will cover top plate before soffit framing for fireblocking - soffit in the garage is part of the seperation from the house to garage, check pentrations at the final - addendum submitted for change in floor layout (not yet approved) 09/27/05 7TW insulaUon (garage ceiling) - complete insulation between webs of floor trusses and protect plumbing on the cold side of insulation or submit a revised energy calc including the garage as heated space. 10/19/OS JTW - change in energy calc approved to include gazage as heated space - no insulation required in garage ceiling - in floor heat at garage floor OK with potable water