The URL can be used to link to this page

526 Spruce St r ~ ~ p~C~~~d~ REScheck Software Version 4.0.1 MAY 2 1 2008 ~ Compliance Certificate By ~ iL d/S/a ~/~~p8 Project Title: Dave and Mary Williams Repon Date: oalao/oe Data filename: C:\DOCUments and Settlngs\Other~SideVdanley~Done\72-i t MBC0402\MBC0402 430.rck Energy Code: 2000 Minnesota Energy Code Location: Scott Counry Mlnnesota Construction Type: Slngle Famify Glazing Area Percentage: 1796 Climate Zone: 2 Construction Site: OwnedAgeM: Designer/Contractor: Lot 1 Block 3 Homestead Village ist Addi~ion Manley Brothers Construction. 526 Spruce SUeet 14875 Energy Way Eagan. MN Apple Valley , MN 55124 952-997-6100 . ~ • . Ceiling 1: Raised or Energy Truss: 1761 44-0 0.0 39 Insulated Rim Joist: StrucWral Insulated Panels= 380 8_~ d5 BasemeM Lookout Wall Wood~ Wood Frame, 16' o.c.: 167 19.0 0.0 4 Window: -3040 CSMT-OL: Above-Grade:Vinyl Frame, Double 46 0.330 16 Pane with Low-E: Window: •5040 PIGT-OL: Above-GraAe:Vinyl Frame, Double 40 0.330 13 Pana wRh Low-E: Basement Walkout Wall Wood: Wood Frame, 16' o.c.: 224 19-0 0.0 10 ~oor: 9-0l6-10 PATI0.0W: Giass: 62 0.330 20 Main Floor Wood Walis: Waod Frame, 16" o.c.: 1710 Y9.0 0.0 81 Window: 2832-1: A6ovaGrede:Vinyl Frame, DouMe Pane with 108 0.330 36 Low-E: Window: 6866-1: Above-Grade:Vinyl Frame, Double Pane with 36 0.330 12 Low-E: Wndow: 2820-1: Above-Grade:Vinyl Frame, DouWe Pane with 24 0.330 8 Low-E: Window: 2828-t: A6ove-Grade:Vinyl Freme, DouMe Pane wiM 32 » Low-E: Window: 2020PICT-1: Above-Grade:Vinyl Frame, Double Pane 8 0.330 3 wi[h Low-E: Door: EO GLAZE-1: Glass: 40 0.330 13 Door: 9-0/&10 PATIO-t: Glass: 62 0.330 20 Door: 9-0 TRANSOM-1: Glass: 9 0.330 3 Door: 2-B SOLID-1: Solid: 78 0.071 1 Upper Floo~ Wood Walls: Wood Frame, 16' o.c.: 1520 19.0 0.0 ~6 Window: 2020PICT-2: Above-Grade:Vinyl Frame, ~ouble Pane 16 D.330 5 with Low-E: Window: 4442-2: Above-G~ade:Yinyl Frame, Dou61e Pane with 16 0.330 5 Low-E: Window: 4454-2: Above-Grade:Vnyl Frame, DouWe Pane with 23 4~~ B Low-E: Window: 2ffi8-2: Atove-Grede:Vinyl Frame, Double Pane with 128 0.330 42 Low-E: Window: 5642-2: Nwve-Grade:Ynyl Frame, Double Pane with 16 0.330 5 Low-E: Dave and Mary Williams Page 1 of 4 ~ Window: 5658-2: P~ove-Grade:Vinyl Frame, Dou61e Pane with 31 0.330 10 Low-E: Basement Conc Walls: Solid Concrete or Masonry: 1131 S.0 0.0 87 Wall height: 9.0' Depth below g~ade: 8.5' Insulation depih: 9.0' Basement Conc Walis Lookou[: Solid Conaete or Masonry: 133 5.0 0-0 14 Wall height: 4.0' Depth below grade: 3.5' Insuiation depth: 4.0' Waad Joist Wer Outside Air: All-WOOd JoisUfruss, Over Outside 15 38.0 0.0 0 Air: Wood Joist Over Garage: All-Wood JoisUTruss, Over 175 38.0 0.0 5 Unconditioned Space: Furnace t: Forced Hot Air: 92 AFUE Compliance SYalement: The proposed huilding design described here is consistent wilh the building plans, specifications, a~d other calculations submitted with the permit application. The proposed building has designed to meet the 2000 Minnesota Energy Code requirements in REScYieck Version 4.0.1 and to comply wkh the mand ory r uir ts listed in the REScheck Inspection Chedclist. -rl.oYhSt~'sJ '+w~.K~F,~- ~c t1.dDOFVru.cP~ fj-'Z~r-o23 Name - Title Si ~ a e Date Project Notes: Cottage Woad V Dave and Mary Williams Page 2 W 4 . ~ INSULATION INSPECTION CHECKLIST FOR RESIDENTIAL BUILDING PERMITS PROPERTYLEGAL: Zo"r I BIOGtC~ PROPERTYADDRESS: S~~ SRs"uG~ INSPECTOR: l-eON We„ ~G~N(y INSPECTION DATE: ~ - C~(, d o ¢ ~ z Z SITE GRADING All slopes 3:1 or flatter? ? Slopes steeper than 3:1 require retaining wall. Are retaining wails present? ? Does grading conform to As-Built Grading Plan 1 foot approximately)? ? Does perimeter grading tie in well with adjacent properties/undisturbed land? Is there proper grading and/or drainage around Lookout or Egress Wind~ws? EROSION CONTROL Is Silt Fence (or approved equal) installed and in good working order? ? Is Sod/Fiber Blanket installed behind curb? ? Is the Rock Construction Entrance/Driveway installed and in good working order (proper rype/size of aggregate, clean-not covered with soil, etc.)? Is temporary vegetative cover w/ mulch present? Is permanent vegetative cover w/ o w/ ulch present? (circl one CITY EASEMENTS AND UTILITIES ? Are all easements clear-no part of any building/decWporch/retaining wall/etc. encroaching in easement? ? Are catch basins present within the property or in the street in front of the property, if so are they clean, do they have the proper erosion control in and/or around them? Does the property have an Emergency Over Flow (EOF)? This can be found on the Certificate of Survey. If so, is it present and has it been graded properly? MISCELLANEOUS ITEMS Is there tracking present on Public Right-of-Way/Street from construction site? ? Is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop is at ROW line) ? Is the site clean, no trash and/or construction tlebris lying around? ? Was the proper type of buiiding constructed according to the approved grading plans? (LO, WO, FB, R, etc.) ' 04/03/2008 13:05 9524704850 L4MAN rH..~ Page 1 of 1 chmlllen - Chan r° )~p 9 Z From: BiliTheobald(~BoiseBulltling.com Sent: Wednesday, April 02, 2008 6:05 PpA S Z~ 7'0: Matt Schmillen - Chan C U~~ 5~ Subject: RE; Message from konica R Attachmanta: PNQ BRACING PERP_30 pcf 9 ft_Lyman Fix.pdf Attached is the repair detail for thfs situation. Let me know how the repair detaii works out. I decidad not to use a Solld piece beceuse of the amount of fasteners requited into the joist. Biil Theobald, P.E Region Engineer Boise En~ineerep Wood Products ~q ~ 14500 Mertin Drive, Suite 4000 b d Eden Prairl6, MN 55344 rei: s~7-zsaas~~, exc. s ID ~ Fax:952-93d-5247 ` ~UI~DING IfVSPECTIOiVS ~6!l939~~9 From: matt_schmillen@I.ymanlumber.mm [maitbo:matt_schm7len@Lyman~umber.com] Sent: Wednesday, April 02, 2008 11:29 AM To: Theobald, BIN P Suhject: FW: Message from konica Bill, ANached is the plan and the I joisf layout for Ihe house we ts~ked about. Thanks for the help. Mmtt Schmillen LymenLumber 952-470-4839 From: Chan-Konica-75o@lymanlumber.com [mailto:Chan-Konica-750@lymanlumber.com] Sent: Wednesday, Apri102, 2008 10:55 AM To: Matt Schmillen - Chan 5ubject: Message from konica ai3raoos I m 80~SE 9' Foundatian Wall Bracing Flaor Joist N~~ tn F~~ndation Wall m lateral Saii Load Below Grade: 38 Psf/Foat Date: April 2, 20Q7 ~ Nail floor sheathing to 8CI or AJS blocking panel located Disuibutor. Lyman Lumber each blocking pansl 24" o.c. maximum between 'oisis ~?ob t~ame: nnantay Bros Cons~,. 3 Address: 526 Spruce Street with 4-Sd box rtails and placed in 2 joist spaces in Cay, St.: Eagan, MN alignment with each other Repair: RFn4022o07 Foundation wall and iooting design, sill ~ ; pfate and anchor boRs are the design Rim baard ~ responsibility of others. thickness vanes 4~~ , i . Ed ast flanse~srhall ge of j - . m~ ; = ' ; be no more than i s . . I from edge af siil plate. - = - 2 rows 8D cammon ~ naifs ai 6" o.c. in each Continuous double 3/4" ~ Grade row cfincfied on top thickness of StrucEural 1 or . Sturdi-Floor plywood glued on full mafing surface A between each other wifh [ A 1 subflaor adhesive as shown. ~J Lap 2" on bottom of joist. t Of ~ 0 = ° Inaert 3!4" x 2" treated filler after ~ ~ insfallation of pre-nailed and glued 6d common (U.113" diam) nails ~ ~ double'/." thickness of plywood. at 12" o.c. into joist flange Ir~sert su#~-floo~ adhesive into sill 67 gap before installatian of filler. Nail and glue plywood assembEy m togetherfirst befnre instafiation inEo space shown.. m ; ~ ~s Nail Nofes: ~ ' 1. Plywootl sill brace shall bs Strucfu211 grade w SluMi-F3oor TCZ denotes tr+p~ coafed zinc m 2. OSB sill brace is not acxepta6le. HDG denotes hot dipped galwanized m 3, Afl fasteners into preservatiue treated sill plate shall be TCZ or HDG or 38 danotes stai~less steal m SS or PTL or TW or as requirec! by Woad Trealmen[ Supplier. PTL dnofes pressure Veated lumber Q - 7LN denotes treated tumber nail m ~ 04103I2008 13:05 9524704850 LYMAN PAGE 04 ~ ~~~E En ineered Wood Products , , _ . , ,~p~~t~ A;ppn~~riorr oer~i~ BCI/AJ5_GANTILEVER WITHOUT.BLOCKlNG Maximum aBowable lateral load = 180 pff~ 23/32 floor sheathing with 48/24 span rating - nail !o rim b0ard closure w/ 8d nails at 6" o.c. 2x6 hlocking befiveen BCl/AJS Joists. Nail to plate w/ 16d nails at 6" o.c. Minimum 1" nrn board closure. Nail to BCI/AJS joist with 1-8d nail at top & btm flange. 2 2~-0" max. BCI orAJS floor joist NOT6; Minimum 7/16" sheathing with During erection provide 2d/18 span rating. Nail all edges temporary blocking over and field with 8d nails at B" o,c. bearing wali irt order to prevent roll over of Roor joists. NoTES: 1. This detail is appliCaqle only to single family residential construction. 2. Cantilevered joists must be properly sized to support all design loads. 3. Blocking over bearing wall must be provided at all areas of wall bracing (at ends of walls and at least every 25 ft. ot wafl length, refer to IRC Table R602.10.1, Wall 8racing} 4. Detail Shown above is adequate for BCUAJS joist lateral stability. Additiqnal lateral resistance may be required in high wind and/or seismic load areas; consult with projecYs design profess+onal of record. ~e„a~e,re~ Page 1 of 7 ~ 04/03f2008 13:05 9524704850 LYMAN PAGE 05 6ofse Waod Products ~ Engfneered Woud Products 1A500 Martin Driva SWte 40pp ECen prai~le, MN 55344 ~ T 952 934 5248 F 952 834 5247 ~ Noverober IS, 2006 Re: Boiseg"' ~CI'~ and A75~"' loist Products - IRC Residential Use To Whom It May Concem: This letter is in response to your question regarding the latera) support ofthe top of lapped or butted joists at an interior load bearing wall or header due to piacement of farge HVAC ducts and/nr pipes in the cavity between jo ist ends that prevents rim board or blocking panels from being installed. The maximum width of the each open cavity is 16 inches with no load beazing wall above albwed unless squash blocks are used in the cavity. 2" x 4" horizontal strucs may be added between the top flanges or face of squash hlocks if rec~uired. Strut at top flsnge shall be toe-paileti to joist at ends wiRh Sd nails. The struts shouid be attached in same manner as if the bloeking panel existed so that the subfloor is nailed acad ghaed to the 2" x 4". If the interzor load bearing support wa11 for thejoists is used as a shear wall for wind load transfer, t~e building designer is responsible for determining addit[onal mater~al or means to resist the design wind loads ffom subfbor to the support wall. BCI~ and AJST"' joists are to be installed in accordance with our Installation and Specifier Guides. In addition, Technical Notes supplement aur IrteraCUre tv provide more detailed design and installation requiremenSs. All of our distribution centers and distributors have copies of our Technical Noties that can provide additional product information when required. IFyou should have any questions, please feel free to contact me at 877.264.7377, extension 105, or e-mail me ak billiheobaldl~borre8azildingsqpy. 5incerely, P ~ William Theobald, P.E. Region Engineer ~~G S ~~UG,;, SJ ~!I Voigt & Associates, Inc. STRCfC7TJR~IL ENGlNE6R7NG SERYJCES ~ 46351VbCOLS RD. SUIT& 204 . - EAt3AN,MN55122 PH. (b51) 68b-?727 FAX. (651) 686-R41W Wednesday, Iam~arq 02, 2005 Joo c«~euy RE: Dave andMaey'Wi!liams, Lotl Block 3 F~oniesl~d VilSageFitst Addition Dear Mr. Ion Comielly: As P~' Y~ ~4~ I have reviewed yo~r Qlans for We afotemeNioncd projed, ~11y the garage wa11s. Tlte~Tollowing is cequired: . . • Ga~age walls: Bacaase of the geometry af tlce floor plan and tlx fact that the garagas axe cannected ro the main partion of the lrouse, tM chaugC fo lhe plfln is ~equiced aud ~ special nailing or sheatLing is requiied. The informati~ a~ opanions cnWaimad he~ein ate bs~d upoa Ehe limited inve~igation des~ribed at the begluwin8 of this xepozt No wazr~uuies a~e mcpresa~d a~ impreed ~egard6ag the aRistens~ of Mher unlmown cooditioos not specificaRY add~e~ed. Our v~ is in accordanae with generaIIy aoceptut engQ~eering staadaids a~ is s~ inleod~ to be rcliarlupon or um~erted to iadividuals other thaa the addiessee. 3Ywnlaia£ormsi'wa or comditio~ bccama kuawn rahich di$'er &om the dsscussian Lerein, thcY m~' alterthe opimamsrar canclasions of the undersigoed. PleaSe call 7f you Larae aay ques4ons• Sincerely, w ~ Paul W. Voig[, PE ~ ~ ~ ~'g~BqRB" - ~.8i~ 4n~il~ dL~~£0 80 ZO ~~f Z'd ~U~/z00'd £OL# 6Z~51 800ZIZO/L0 1O19166Z56 saay~oag RaTua~:woa~ ~L altro~ ~(~~07~.1~ ~`?j- ~ zoo6 RESIDENTIAL B UILDING rExMiT ArrLicaTioN~~ g, ~ ay qo City OfEagan ~r yo ,50 3830 Pilot Knob Road, Eagan MN 55122 lI Telephone # 651-675-5675 FAX # 651-675-5694 ~j! 2~~ • NewConsfruc6onRe uirem~ts RemodeUReoairReauiremenks ~ I)fficellseC~nt'v regisfered site surveys showing sq. (t of lot, sq. tt. of hause; and all roofed areas 2 copies of plan showing footings, beams, joists ~er# o1'Sh9rveyAetd ~~`1' "~N (20%maximumlotwvemgeallaved) lsetofEneyyCalalationsforheatedaddi6ons 7reePreSpWs~eLd ,~:Y,~'N i/2 copies of plan shaxing beam 8 winUax sizes; poured found design, etc. 1 sAe survey for additions 8 decks ~rE~e P[2S RG~~'j~! ,`_y ~ ry" ,/1 set of Ene~gy Calculations Adtl'rfion • ind'~cate it on-sRe sepG'c system On siteSep9c Sysicm ;`~~_Y„= N ?3 copies ot Tree Preservation Phn'rf IW platted aker 711193 v Rim Joist Detail Options selecfion sheet (bWdings with 3 or iess unMs} O~ . ;i Minnegasco mechanical ven6tation form ~r Date ~ y l ~ l d~ Construction Cost ~JJ~6 Site Address ~~(Ej S»o` V ~`G~f` UnitlSte ~F ~ OGK~ Description of Work ~c ~y ~~i.il V wv[~ Multi-Family Bldg _ Y(%1~I Fireplace(s) _ 0 _ 2 PropertyOwner ~~N'~-V' ~(D~~ 1.•U1-L~~ ' Telep6one#( ~j~-} q97 ~~p/O~ Contractor ~a ~ ~i~OIVU',V 5 ~t` • ,e ~f Address l~ ~lA~ ~ City (L' VQ,N State Zip q Sl ~ Telep6one 9~~ qq7 ` G`~ ~ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 v M~esota Rules 7672 Energy Code Category . Residentlal VenGlation Cate9ory 1 Worksheet • N~+ Energy Code Worlcsheet (d submissfon typej Submitted ~ ~ ~ ~ ~ ~Sj{q~nitted - • Energy Envelope Calculations Submitted ~ II II 9~n U In the last 12 months, has the City of Eagan issved a permit for a similar p a~~~ on tit'r'h~aster plan2 _ Y '!N If yes, daie and address of master plan: Licensed Plumber S~~er~ r ~~uw+h,~w Telephone ~j ~Y7- 1..7 3y Mechanical Contractor ~ Ssf N Telephone q~ ~ S~ 6! Sewer/WaterContractor 5~"~~~'-v' F~7C-e~Uoifl~?l Telephone#(~~}} t~90-~1.~~ I hereby apply for a Residential Building.Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN , Statutes; I understand this is not a.permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. V " ~ (A l/V~ Cln ~ ~ ~,~~/l/I,~.t/~" ApplicanYs Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE ~ • Su6 Tvpes ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ~ 30 Accessory Bldg ~ 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? D3 01 of _ plex ? 09 D7-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 1D 08-plex ? 18 Deck ? 23 Porch (screen/gazebo} ? 36 Multi Misc. ? 05 03-plex ? 11 1 D-piex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-piex ? 25 Miscellaneous Work Tvpes 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building` ? 43 Reroof ? 46 WindowslDOOrs ? 34 Replacement `Oemolition (Entire Bidg) - Give PCA handout to applicant DeSCI'iptlon: WaterDamage_Yes ~ [oo' Valuation 3 C~~ Occupancy l RC -2 MCES System ~ Plan Review ? 100% or 25% Census Code /G/ Zoning City Water ~~r SAC Units Stories z Booster Pump ~ # of Units o/ Sq. Ft. ~ PRV ~ # of Bidgs o! Length Fire Sprinklered /~o Type of Const Width REQUIRED INSPECTIONS ~ Footings (new bldg) Sheetrock , Footings (deck) ~ FinallC.O. Footings (addition) FinaUNo C.O. ~ Foundarion HVAC ^ Drain Tile Othez Roof ~ Ice & Water ~ Final _ Pool Ftgs Air/Gas Tests Final ~ Framing = Siding _ Stucco Lath ~ Stone Lath _Brick Fireplace ~ R.L ~ Air Test ~ Final Windows Insularion _ Retaining Wall Approved By: , Building Inspector - BaseFee 22.SG ~~----------UN /i.i3 l~r~~ f~ 6>Q ly i ~°J~~ ~ 3' Surcharge 3 f~rl=L/t- l 3~~~fj Q~9 ~ / dS7~'' Plan Review / Ly 7' MC/ES SAC ry~ ~G/L 177PC~1 ~ 7I ~ /~1/,/~c~ 06 CitySAC 9 5/L -~3~l~CcJ 33• ~ '~~7(i.CO°f~ p1R~N('tiP A2h Utility Connection Charge S&W Permit & Surcharge r~ ~ g~ p.'~.,~J ,~,w~-L a po~, = Treatment Piant a License Search (T9Lo~i ~OiLG(j ~S~~p} ~3S [/t~ lyj ~ / ~ 7 Jr~ ~ / Copies ~ y Other 30 ~ Total REScheck Software Version 4.0.1 Compliance Certificate Project Title: Dave and Mary Williams Report Date: ~v7vo7 DetB fileneme: C:~Documenis and SetUngs\OtherlSide~Manley\~2-11 MBC0402NABC0402 12-11.rck Energy Code: 2000 Mlnnesota Enetgy Code t ocation: Scott County, MinnesoTe Construclion Type: Slngle Fertdly Glazirg Area PerceMage: 1796 ~ Climate 2one: 2 Construdion Site: Owner/Ager~t: Designar/Contractor: Lot 1 01odc 3 Homestead ~Ilage isl Addi~on Manley Brothers ConshucUon 526 Spruce S[reet 14815 Energy Way Eagan, MN ~ Apple Valley , MN 55124 952•997-6100 . ~ . . C" . er 'Truss: • 7761 44.0 0.0 S9 InsWated RIm Jast: SWctural Insula[ed Panels: ~ 8~0 ~ Basemerrt Lookout Wall Wood: Wood Frame, 16" o.c.: 161 19.0 0-0 5 Window: -304D CSMT-OL: Vinyl Frame, Double Pane with 48 0.330 16 Low-E: Wi~ow: -5040 PICT-OL: Ynyl Frame, Double Pane with Low-E: 2D ~ Basement Walkout Wall Wood: Wood Frame, 16' o.c.: 224 19.0 0.0 1~ Door: 9~0l8-10 PATIO-OW: Glass: 62 0.330 20 Main Floor Wood Walls: Wood Frame, 16" o.c.: 1710 19.0 0.0 81 Window: 2832-1: Virryl Frame, DouWe Pane with Low-E: 108 0.330 36 Window: 6866-1: Yrryl Frame, Dauble Pana with Low•E: 36 ~Z WirWow: 2820-1: Vinyl Frame, Double Pane with Low-E: 24 0.330 8 Window: 282&1: Vinyl Frame, Double Pane with Low-E: 32 0.330 11 Windaw: 2020PICT-1: Vinyl Frame, DouMe Pane with Low-E: 8 0.330 3 Door. 6-0 GLAZE-1: GI855: 40 0.330 13 ~ow: 9-0/640 PATIO-1: Glass: 62 20 Door: 9-0 TRANSOM-1: Glass: 9 0.330 3 Door: 2-8 SOLID-1: Solid: 18 0.071 1 Upper Floor Wood Walls: Wood Frame, 16' o.c.: 1520 19.0 0.0 ~6 WirMow: 2020PICT-2: Vinyl Frame, Double Pane wilh Low-E: 16 0.330 5 Window: 4442-2: Vinyl Frame, Double Pane wfth Low-E: 16 0.330 5 Window: 4454-2: Vinyl Frame, Oouble Pane with Low-E: 23 0.330 8 WiMow: 282&2: Yrryl Freme, Double Pane wiTh Low-E: 128 0~~ ~ Window: 5642-2: Vinyl Frame, Double Pane xmh Low-E: 16 5 Windovr: 5658-2: Vinyl Frame, Double Pane with Low-E: 31 0.330 10 Basement Conc Walis: Solid Concrete or Masonry: 7 731 S.0 0.0 8~ Wall height: 9.0' Depth below grade: 8.5' Insulafion depth: 9.0' Basement Conc Walls Lookout: Solid Canaete or Masonry: 133 5.0 0.0 ~4 Wall heigM:4.0' Depih below grade: 3.5' Insulation depth: 4.0' Wood Joist Over Outside Air: All-Wood JoisVTruss, Over Outside 15 38.0 0.0 0 Air: Dave and Mary Willlams Page 7 W 4 Wood Joist Over Gar~qe: All-Wood JoisVTruss, Over 175 38.0~ 0.0 5 Unconditioned Space: `j Fumace i: Foiced Hot Air: 92 AFUE Compliar+cs Statement. The proposed building design described here is conslstem with the building plans, speciticetions, and other calculations submitted with the permN application. The proposed 6uilding has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 4.0.1 and to cromply with the mandatory requiremerrts Ilsted in Me RES Inspeciion Che ist. Mf U vV~e e-r,~ ~ 6~"l-~ ~i~4t.QU ~ b 7 Name - Tftle Signature Date Project Notes: Cottage Wood v Oave and Mary Williams Page 2 of 4 ~ Name: ~~-In ~ l~ _ Date; _ Site Addresr: ~ S~ ~P~~C~7t~. Telephane ~]hLf~q?-ei`~GCo - F Rim 3atst Uetail Ontioos As ontlined in Che peK ~0ergy Coda, buildio;s constrncted witL three units or tess require that rim jaisu be nut up acco;ding to detail options shown belovr. Piease cirC4~JhighligA: t~e optioa you wili be usmg. . ~ Y] 6i n , p ~ . 9 ~ • f'~~ 17' ~ ~ ..e. ~ fr ' ' y'..Y _ i ~ ~ ~ ~ s AS n~ ~ 1~ A] k ~~i,, ' v i u . ~ .1 . ~~'~:ii f.r . S a " 1 ~ ' u=: ~ pG k S Cher :...~.-n ,`~CJQ.~ . ~1 ~ LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: ~O I ~~k ~ ~ ~ ~S+ ~a~~ DAT OF SURVEY: I?I'f/b~ LATEST REVISION: m ~ c ~ r U a p Z a DOCUMENT STANDARDS ,y~ 0? • Registered Land Surveyor signature and company ? ? • Building Permit Applicant ~ ? ? • Legal description ? ? . Address g? p • NoRh arrow and scale ,a • House type (rambler, walkout, split w/o, split entry, lookout, etc.) 8' • Directional drainage arrows with slope/gradient % 0 • Proposed/existing sewer and water services & invert elevation ? ? • Street name ,g p? • Driveway (grade & width - in R/W and back of curb, 22' max.) ,g ? p • Lot Square Footage ~ ? ? • Lot Coverage ELEVATIONS Existina ? ? • Property comers ,0' 0? • Top of curb at the driveway and property line extensions . Elevations of any existing adjacent homes . Adequate footing depth of strudures due to adjacent utility trenches' 12 ? 0' • Waterways (pond, stream, etc.) , Proooseii ~ ~ ? 0 • Garage floo~ !7 0 0 • Basement floor ~ ? ? . Lowest exposed elevation (walkoutJwindow) ? p • Property comers ,0 • Fronl and rear of home at the foundation PONDING AREA (if applicable) ' ? 0 • Easement line ? ~ ? . NWL ? ~ ? • HWL ? p ? • Pond # designation ? ~ ? . Emergency Overflow Elevation ? O • PondlWetland buffer delineation y . Shoreland Zoning Overlay District y • Conservation Easements DIMENSIONS ~ ? ? . Lot Iines/Bearings & dimensions ? • Right-of-way and street width (to back of curb) . Proposed home dimensfons including any proposed decks, overfiangs greater than 2', porches, etc. • (i.e. all structures requiring permanent footings) 1y . Show aIl easements of record and any City utilities within those easements . Setbacks of proposed structure and ' ard setback of adjacent existing structures ~7' ? 0 • Retaining wall requirements: Reviewed By: Date ~1 O7 G:/FORMSBuilding Pertnit Application Rev. 11-26-04 ,S~'~,cr~veyor's Certzf2cate SURVEY FOR : Manley Brothers Construction 526 _ DESCRIBED AS : Lot 1, Block 3, LONG ACRES 1ST ADDITION, ~ City of Eagan, Dokota County, Minnesot r S7-,REE and reserving easements of record. ~TT7C~i esa.2 ~ j.` U 4~ 956.9 ~p 5~G~~1 Ffn~ np F-'~~ 955.3 46 959.8 O~V~IIi:~.YSp I.:LSQe1~d~uU U'a~o~o Lf11L~~~lJl,`-ll'~..~- D ~1 a•42 ` 692.17 o sse.o ~i~6~1'dc~t( CFu3 sss.e srvs ~ ~3g 04 955.4 27' 8• - ~ - I ~:9 t~~ut~num s~e~ ~--o - p ~ or ~fetaining ~le,U lAll7 i ~ ~ ~ i ~ Requir~ ~ ~ i ~ i 956.4 52 9 9 7.0 56.4 Z~ d3 960.1 T B56 B N 20.17 . 95 0 0 ~________l i ~ 957.3 956.6 0. o 0 11.3 10. 0 _____-J -'e~ ~O~ A. O N Ui i 6.1 8.00 °o Garage N <n I p ~ I Proposed p GFst.9573e i .~~4 N 2-StorY 11.00 10. vi i .0 0 9'Pcw d/I 956.61 9 3 i ~ ~ I ~ i 956 3 ,1 20.00 0 ~ i I ° 3a.00 2t.po ~ 953.7 ~ 30.05 954.0 56.3 958.7 ~ ~ 953.5 Deck 953.5 I I ~ 5.0 I ~ I I ~ ~ 952.4 955.2 ~ ~ I I I I I I ~ I I I I ~ I I I I ~ I I ~ I ~ W ~gg I ~ I ~~~~~LS ~ ~Q ~~~~3 u N I ~ ~ o I I ~ ~ ~ o I I ~ ~ ~ I W ~ i ' I W N ~ ~ ~ rri I ~ m I I I ~ I I W I I ~ a ~ I I ~ ~ I I c.+ LOT SQ. FOOTAGE = 30, 733 W ~ HSE SQ. F00TAGE = 3, 449 LOT COVE~RA~G~E~ = 11 ~ ~ ~I ~ ~~~0~ ~ I ~ ~v: -~j~2~ ~ ~ ~ ~ , .;•:,E:-- I~-~c~°~ ~ I ~ " ~ f~~_crio~s oivisiow i ~ ~ i ~ i i I i `~~e~~,•:.:...,a~9F~: 'a~8f~~.~~~ , ~,N . ' ' ~ ~ i ~ I ~ = REGISTERED ~:2 : 6• _ ~ _ LraND 2 ' ~ ~ - SUR\~EYOR D~.~ 2/ o : i ; ~Cal~ E3d6El~~k'~dNSn ~1~~'f!'. i I i ;s~;'. 1a376 ~a~: ~ . i i ;,~~rF~F,MiNN~~o`. I ~ PROPOSED ELEVATIONS ~ ~ i ~ ~ i BENCHMARK, Top of Foundation = 959.7 ~ ~ Garage Floor = 959.3 5 j ~ Basement Floor = 951.~ L ~ ~ ----------------J Aprox. Sewer Service = 945.3 Proposed Elev. 96D.2 968.0 MIN. SETBACK REQUIREMENTS Existing Elev. - y597 96~.9 Drainage Directions = O 589°49'18"W 85.27 Front -30 Hause Side -10 Denotes Offset Stake = . scn~E: i ~~~n = 30 faet Rear -15 Garage Side -s I HEREBY CERPFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION ~OB N0: HEDLIlND OF THE BOUN~ARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED 07R-385 BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. BOOK: PACE: PLANNlNG 6NCIN66RlNC SURV6YlNC 2005 Pin Oak Drive / 7 -~/D~ ' Eogan, MN 55122 DAlE ~J CAO FILE: Phone: (651) 405-6600 F D. UNDGREN, ND SURVEYOR MaNey-07 Fax :(651) 405-6606 MINNESOTA LICENSE NUMBER 14376 ~~~~o~~D _ Voigt & Associates, Inc. AU6 1 9 200~ ~ . ~ STRUCTUR4L E.'rGINEERJNG SERYlCES d635 MCOLS RD. SUITE 264 - EAGAN, MiV i5122 PH. (651) 686-7727 FA7i. (631) 686-8444 7tiesday, May 27, 2003 ~ b(r. !on Connellr RE: Dave and Mary Williams. LotA Slock 3 Homes[cad Vi[lage First Addition Dear Mc Ion Connellv: As per your reqtces[ t lja~~e revieazd pour plans for the aforementioned projec~ specificalh the hasement niMow and wall at the game room. . After reeierving the ]ateral scstcm of the hwse Eae w~all as conswc[ed ~viA~ Built Rite sheathing is accepmble no remediai is required. The iuformation aMl opiaions cornained herein are based upon the limiced investigation described al the 6eginning of this reporc :~'o we:raNics are espresscd or implied reg~rding the acistence af o[her unknown condirions aot spac~cally addressed. Our work is in accordance wifli generally xcepted engineering standards and is not intendeA to be relied upon or cransferred to indrvidvats other than the addressee. Should informalion or co~ilions become knoua cvhich differ from the discussion heccin, thcy map al[ec the opinions or conclnsions of the unde~signcd. ~ Please calf if}rou havean}• questions. Sinccrel}~, ~ Paul W. Voigl, PE f ~g °~9 ~hat thie p1~ ~ ~ PreDRn9d 2rg me or~ ~ ~Ders'vlefon aad thgg T gxa $ ~~y ~~efl P+~afesslanal E?r~l.*~=~• undar `°P ~ ~Hiuassota. ~c/l. ~1f , a~~[?Z x B~. ao7oe ~-d d9ZZ0 80 LZ ~eW Address: 526 Spruce Street Zip: 55123 Lot: 1 Block: 3 Subdivision: Long Acres / Homestead Village 9/z ~g THE FOLLOWING ITEMS WERE/R'ERE NOT COMPLETE AT FINAL INSPECTION ON Yes No Comments Final grade - 6" from siding Permanent ste s- ara e ~ Permanent ste s- main entry Permanent driveway Permanent gas Retainin Wall or 3:1 M~ Slo e . Sod/Seeded lawn Trail/curb damage Porch Lower level finish Deck Fire lace . Verify with your builder that roof test caps from the plumbing system have been removed. • Tum off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineeri~g Department at 651-675-5646 prior to workin~ in right-of-way or insta:ling irrigation system. V BUILDING [N5PECTOR: ~ . CONTRACTOR: ~_r. 2,n~._. l,l,/l;i._. Date~ 11/30Y2007 Revision Date: 11/30/2007 New Gonstruc~ion Site Informatlon Address 1: 526 Spruce Street Project Address 2: Lot 1 Block: 3 City: Eagan County: Dakota Subdivision: Homestead ~Ilage A~clicaUon IMormation Business Name: Manley Brothers MN Contractor License Contact Person: Brian Christopherson Office Ph: 952-997-6100 Fax: Ceil Ph~ Address 1: 14815 Energy Way City: Apple Valley State: Mn Zip Code: 55124 House Detaiis Square Feet 4306 s~. ft. Avg. Ceiling Ht 9 ft. Number of Bedrooms: 4 Ver~tilation : Balanced Total Verdilation Gapaciiy : 17Q cfm. Minimum Continuous Ventilation :75cfm. Intermitteni~[entila6on:95 cfrn. Combustion Analiance Water Heater. Power Vent Input B7Us: 46,000 IndependenUy Vented Fumace/Boiler. Direct Vent/Sealed Combus6on Input BTUs: 100,000 lralependernly Vented Other Combusqon Annliances Gas Fired Direct VeM Fireplaoe(s): Yes Gas Fred Power VeM Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Eouiamer~t Continuous Exhaust Ven61a6on Capacity (cfrn): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfrn): 135 /a~ furcu ~ n~oA ~ Make-Uo Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 3 inches or Insulated Flex: 4 inches ~ i AppliCant Name (print): V V'2 ~ Sv~, t' SignaUare/Date: 2{~~I~ 1 Code Offiaal (print): SignaturelDafie: - ~ 2004 CenterPoim Energy Mnnegasco. 2004 Mechanical Code Guidelines. P~ t Use BLUE or BLACK Ink r g* For Office Use Permit#: /y�6b City of�� Permit Fee: /O c5 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651)675-5675 buildinginspections(a)cityofeagan.com Staff: • 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit#: Name: t/� ��d ��7 /''1 f Phone: C?/ 97% �i ' Resident/ Owner Address/City/Zip:.._ "1 .j 501/01 .i0 �( I C,/,'\ '4i V+' i Applicant is: 'Owner Contractor I Description of work: I Type of Work Construction Cost. /6 fie'y 'tea Multi Family Building (Yes /No Company. /a9 i(?./!/�� /tr YY/ �‘ 1- �' Contact «_... Address: /--5-5---.<5-* jam'/;.% ,57-76,17.7/(-134 �� City: ,/"�� Contractor ) ,42 State:,/7,/1/Zip: df( Phone: , �--CY //Email: '-�-.p�Z, �'�'x6 ei t'/lam f� i License#: Lead Certificate#: o--",'1"--,) (/O1/1/ If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: 1 Fire Suppression Contractor: Phone: I (VOTE.Plans and supporting documents that you submit areconsidered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they =. daretrade secrets. _ . „b.,,9 ,., , ,._,.. _ e... ,_M._N,,. , „,.>,,.n. ,_.ti,.,,®,__ ..... . ,,,. „.„ You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651).,454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gophe : -onecall.orq , I hereby acknowledge that this information is complete and accurate;that the wor " be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, an. . •rk is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval o • s. x Ata</-e, (.1.. ./....-vs---Z e-,:%/-1,7zz,v--2 x -----..,,,,.,....._ Applicant's Printed Name Applicant's Signature Page 1 of 3 4-1 C 1 0 ZO1B For Office Use E AG A N Permit#: A P 499 J Permit Fee: L� 'O I ,%r {{ �j� Date Received: -�-�O'l� 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675-5694 Staff: L 2018 RESIDENTIAL BUILDING PERMIT APPLICATION 10/09/2018 526 Spruce St Date: Site Address: Unit It: Mary Williams Name: Phone: Resident/ 526 Spruce St Owner Address/City/Zip: X Applicant is: Owner Contractor Basement Finish Type of Work Description of work: 10000 X Construction Cost: Multi-Family Building:(Yes /No ) South Metro Custom Remodeling Inc Adam P Warpeha Company: Contact: 1813 Wyndam Dr Shakopee Contractor Address: City: MN 55379 612-916-6911) southmetroremodel@gmail.corr State: Zip: Phone: Email: BC#628112 NA License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: House built after 1978 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval o la . Adam P Warpeha x A. Applicant's Printed Name plicant's ignature c 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 WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior , Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation J >`{i y�� Occupancy e- 1 _ MCES System r�' Plan Review Code Edition " 7._e, (Sr- SAC Units (25%_100%?0) Zoning 'P^t City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction V3 Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) x' Final/No C.O. Required Foundation Foundation Before Backfill 71. HVAC_Gas Service Test Gas Line Air Test Hood Roof:_Ice&Water _Final Pool: Footings Air/Gas Tests _Final (4). Framing 30 Minutes_1 Hour Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control c. Shower Pan Other: Reviewed By: /6)0& /2( /�`9/it , Building Inspector RESIDENTIAL FEES . '2E7.t S . ft Base Fee C 5` ' ri r Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA152737 Date Issued:10/29/2018 Permit Category:ePermit Site Address: 526 Spruce St Lot:1 Block: 3 Addition: Long Acres 1st PID:10-45800-03-010 Use: Description: Sub Type:Residential Work Type:Alteration Description:Basement Fixtures 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 - Permit Fee (miscellaneous)$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 - David J Williams 526 Spruce St Eagan MN 55123 Affinity Plumbing Llc 312 6th Ave W Shakopee MN 55379 (952) 913-7171 Applicant/Permitee: Signature Issued By: Signature