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1462 Wellington Way Clty of EapIl ; PeR,,,t# 3830 Pilot Knob Road Permd Fee: I ~ Eagan MN 55122 ~ Date Received: Phone: (651) 675-5675 j ~ Fax: (651) 6755694 i staff: ~ L_________________- 2008 RESIDENTIAL PLUMBING PERMIT APPLICATION Date:,=s;~~ SiteAddress: zc~ Tenant: Suite RESIDENT/OWNER Name: Phone: Address / Cily / Zip: CONTRACTOR Name: License Address: City: State: Zip: Phone: Contact Person: TYPE OF WORK New _ Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W. Descri tion of work: PERMIT TYPE RESlOENT1qL Water Heater Water SoRener _Lawn Irrigation ~Add PlumbFiMures ~ RPZ PVB) _ Main Y/ Lower Level) T Septic System _ Water Turnaround New Abandonment RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation (includes $.50 State Surcharge) $50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround' (includes $.50 State Surcharge) `Water Turnaround (add $136.00 if a 5/8" meter is required) $100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge) $90.50 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry of Eagan; that I understand this is not a permit, 6ut only an application for a permd, and work is not o start without a permit; that the work will be in accordance wdh the approved plan in the case of rrork which requires a review and appro of ans. x Applicant's Printed Name App ' nYs Si ature FOR'OFFICE USE Reviewed By,. "Date; ~ Final r Required Inspection`s:` _Untier Ground Rough In Air Test = Gas Test - - ,4~ Certificate of Survey ko<- TOLL BROTHERS OF ' 1400 Corpotate Center Curve r~KEagan, MN Zip 55121 1462 WELLINGTON WAY 3:9 RNattimum SlopaB or Re4aining lAfall Wit9 Be Required ~ ~ a=~ 35 „ ' WEL aa~4Qad ~QO~aor~ . 1000 ~ rv~ =TON 5(9@) L _ ~ s8 • ' r Ov~ AvD MAMA~ • , M ~6 ;35r •E , WA Y ~ 4 Iy+tLrT RO9'EC'¢'flO~t ¢IRl'~~i . eae. Qo8 ~ ~ - - ~t ¢ , 988.4 983.9 1/r~~ ? g'aa. t~.. J.~ ~TAB~..fl.~~Q~SD ^ • O~ ~J OO > 3 I 1 301 g5 4 3¢ a25 ~ No ~ ToP I.P.= 1 ~ ~41 9'I 9 q 988.70 D q9~] tlacof7o~ ~ - I ^ n 2Y.0 b n. ~ o ` RC~er af 2. SonitorY o~ -7' ~ Per tl / q 2410 c SCALE IN FEET MI 9o°PDSey 2 °9e no,Conr' g~. I Z0.00 0 ?8 m. 9 ~ C Ilo ~ yr-' PrpPOSetlo ouse n 12.5 olkoureah ~3p82~ ~ a~ uf bosernent o BENCHMARK Top I.P.= Top Nut Hydrant Lot 1, Block 5, 982.58 Steeplechase of Eagan ~y 010 8 ?'sJ : ~~.OO / IZ, Zy 25 Elevation = 983.60 feet (NGVD 1988) ~ K 9g0.1 7jg0.1 _~8t ^ 99~.1 I -30. 1 p ) V /q8O.1 Z4 20.00 s 8 ^ r~.~ I Q, SITE BENCHMARK . 6 _ j9q Top of offaet IP opposlte northeast corner of butlding envelope. Elevatlon = 983.88 feet I ,s.as ~ I 796 J04 I - o x9 ~ ~a I ~ y ^Y ~a ~0 ~ I ~ INSTALL - y~ PROPOSED AREAS 51 PERIMETER CONTRo`/ 9,766 Area of lot 7, Block 5= 19.469 Sq. Ft. ~~Io Proposed House = 3,235 Sq. Ft. L-i / 10 Q,11\ Proposed Driveway = 905 Sq. Ft. 1 0 - - _ J • n1~ / Percent of Lot Coverage= x ^ V 9~ 7 \ 8449 744.3q ~ S66 45'0,3'E' ~ LEGEND WO HOUSe 0 = Iron monument found r= Drainage Direction o= Iron monumant set and marked -840- = Proposed 10' contours from gradtng plan Garage right wlth Ilcense No. 23968. -842- = Proposed 2' contours from grading plan Minimum lowest floor p= offset tron -940- = Existing to' contours elevation = 980.1 -aaz- = Exiating 2' oontoura ~ e Drainage & Utllity Easement - < - = Exiating sanitary sewer 860.0 = Exlsting Elevetlon = ExlsUng atorm aewer _ Proposed elavation from grada - I - = Existing water or development plan Q = Sanltary manhole By _ l na = Gata valve Da.~ 117-/~~ - Bearings shown are asaumed -(~D<l ° Hydrant FA San. Sewar Stub Elev.= 974.7 ~ = Catch Basln S'aaN EI'aiMlidN6'a D~$'9'.. L ot 1V B I O Ck 5 PROPOSED ELEVATIONS Garage floor elev. = 988.7 Top of block elev. = 98910 S T E E P L E C H E Loweat floor elev. = 980.3 O F EAGAN Drawing File: 700\1-135 DWG DAKOTA COUNTY, MINNESOTA ProJect No. 03-730-L Subject to easements of record, if dfly. Toll Bros. Code= # 29, aoq iaas ^ . Duluth, MN. I hereby certify that this survey, plan or report was prepared by Hibbing, MN. me or under m direct supervision and that I am o duly Registered T LK Ham Lake, MN. Land Sur under the I f the State of Minnesota. K Minnetonka, MN. INCORPORATED Phone: (952) 933-0972 June 2, 2006 ~ Fax: (952) 933-1153 LKureMA.Ktisch, MN License No. 23968 Date www.rlk-kuusisto.com 61 1O Blue Circle Dr. • Suite #100 • Mlnnetonka, MN. 55343 J.n 02, 2006 8:31am ' 7:\io11 Brothers\2003730M\CERT5\LOl Cerls\Copy-0f-718-U.B5.dwg . -C; ' 2006 RESIDENTIAL BUILDING PERMIT APPLICATIO P7~' gs ~ 0 S City Of Eagan ~j 738(00 9o' SO 3830 Pilot Knob Road, Eagan MN 55122 M P~ 3~6 r ~o. Telephone # 651-675-5675 FAX # 651-675-5694 -7, 4D 0, New Construclion Reouirements RemodeUReoalrReouiremerds OfFCe Use Oniv 3 registered site surveys showing sq. R. of lot, sq. iL o( house; and all roo(ed areas 2 copies of plan showmg (ootings, beams, joisis Ced of Survey ReaJ ?Y _ N (20 k maximum lot cove2ge alowed) 7 set of Energy CaICuFations for healed additions iree Pres Plen Recd _Y .14, 2 copies of plan showing beam & window s'¢es; poured found tlesign, etc. 1 site suroey for additions & decks Tree P2s Required _Y CfJ 1 set ot Energy CalcWations Add'diort • indicate tlon-afte seAfic system Omsne Septic System _ Y_ N 3 copies ot Tree Preserva6on Plan'rf lot platted after 711193 Rim Joist Detad Options selection sheet (6uld'mgs with 3 or fess unds) p. f Minnegasco mechanical ventilation form D(O Date _~l _t~~/ /I C9 4 Construction Cost 3 Dd 'Dp e) Site Address % b L.. Unit/Ste # Description of Work ./~vJ .cS (f- ~4s -Q~ Multi-Family Bldg _ Y~ N Fireplace(s) _ 0 x ! _ 2 Property Owner ~QI _I ro-0n Gf ~ Telephone # (iWh 707 ^ 7-7-6, Contractor Address t~ CitY State tww. ~aL ip S~/zZ Telephone #(6S I)727 ' 2-7_L5 va S ~ -34S-d0Q1 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category t worksheet • New Energy Code Worksheet (d submission type) Submitted ---Submitted - . Energy Envelope Calculations Submitted In the last 12 months, has ihe City of Eagan issued a permit for a similar plan based on a moster pian2 _ Y ~ N If yes, date and address of master plon: Licensed Plumber Telephone #(;Q - 00 . Mechanical Con#ractor kL ~-~ro.~~'--~----- Telephone #0Z ) V-S- h7 ~ ~r~ n'7 ~ ~(Z) ~'/9 3 `/s Sewer/WaterContractor .~t Ill wX I I.. Tetephone # JUNO6?nr 'iI I hereby apply for a Residential Building e~znrta~n~cnowled ~~that the information is complete and accurate; that the work wili be in conforxnance with the- or inairees: an~~,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. Applican- t' d Name Applicant's Signatuie DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 07 OS-plex ? 13 18-plex ? 20 Pool ? 30 Accessory Bldg ~T- 02 SF Dwelling 0 OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 37 Ezt. Alt - Mufti ? 03 01 of ` plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4sea.) ? 33 Exl. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. 0 05 03-plex ? 11 10 plex ? 19 Lower Level ? 24 Storm Damage p 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es 31 New ? 35 Int Improvement ? 38 Demolish Interior O. 44 Siding p 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alterafion ? 37 Demolish Building• O 43 Reroof . ? 46 Windows/Doors . ' * I ~ . . {ap . . ? 34 ReplaE6tnenC~- ~ ; Pemolition (Entire Bldg) - Gi've PCA handout'tb appliwnt : ~ i ~i. j',1 • • D05CriptiOn: WaterDamage_Yes Valuation 006 Occupancy MCES System Plan Review _4. 100% or _ 25% Census Code to(_ Zoning po_ City Water , SAC Units (2f Stories Booster Pump # of Units Sq. Ft PRV # of Bldgs ~ Length SC;S ! Fire Sprinklered Type of Const Width sw REQUIRED INSPECTIONS Footings (new bldg) Sheetrock _ Footings(deck) ~ FinaUC.O:. Footings (addition) FinaVNo C.6. ~ Foundation _ HVAC Drain Tile Other Roof Ice & Water Final Pool Ftgs AidGas Tests Final ~ Framing _ Siding ~ Stucco Lath ?S Stone Lath _Brick Fireplace -X R.I. )(AirTest VFinal Windows Insulation Zc Retaining Wall Approved By: Building inspector Base Fee Surcharge ~ X X S~W ~~>r ~~Z MC1ES SAC 402 City SAC 7 y° Utility Connection Charge 64*4 ~vtZ, C..~4.// i S&W Permit & Surcharge ~ Treatment Plant ftwwr 0 t2 ~-~f' ~0 License Search 5 ~ Gopies Other rotai m, P M., . 29ut Ucc t64depptsoB.acVadm3.4Rdme1 ~ j 11~5~&~„ffi~'~IGS~tVIf~SIH9ACD~iLHmg~e~~ Us I g~• 'tdc I ~uD1BC.T~rn.aH~pa~ I ~ [ 1 I l. mcC~~~smaewna~,aaooav~6~n C17Y:Mmm~o6e srelaMknms [ 1 i x S~~~a~°8@~'n~,a3un~mw Cmmoft wn:?9s1 [ J I 3. )fia CcEa& pkOmlivgarsoeex'ttan,x,'i0.oarbyiW MV31RUC7'[ffi 1YP&Sioglelamd9 ~ Camm~ WAIDOWIWAILilAiR0.1S I AW"4r&&na7B: O1~A5 I w.oe DiA78UFMAt~/17t10U6 [ 1 I I. ~•YkWaadl+m0.lEo.c.Lt3Am~rt7~an I Comm= moJecrDaUMliON: [ 1 I x xM wdl:wooaPMOC6 16"o.c.a132 ariqbmW= L'mma I I I 3. ~~~~•IB'aa,Rl4Atavtge~m &pql4t5i172 ~ [ 1 I a. 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TysmloreGomet6e~A~A.181Aai~.187H I 6~ ~aa~ambwddeE~dln~~E17P~~lo~~dxmua~u I w~eal~s~aa¦s(saor.}. [ ] I '~•HVACey~mtpm.iaeem~mEa~saeodwrqeysmu I I rempv.= n [ ] f 'mmooe~mcsmwaad~ratfisp~HVACSyoew~ e~i~at~emc~m I P~~l~~~~dmeheuieseedacaalmg~olmatLea~m9mriellEepiwided. I I eu.loewdrawf~ I ] I Wa~hemiwffi~atimlp~emm~uthReahrth~pm6emlhe~lct~oda~l~Oe ~ a~eeE~~~eim~rdAMtlapaeprtefe~B~ [ 1 I ~~a~*~ldpem+he~vbmreb]el. ~ I ~*+~t~WoeeByme I l I ~~~~p~+m~elsnL'mi~lei. I I ~Faft C ] I AnbwWnr~n~~~'e+ro~oabmha.~0p6ma.cqu~..maa~norrlol: I etPoeSa~ny'setmiefiammodepkLtYemwesTlodpmpete~pyoatimerlodc I I ~nume~~~t~ [ 1 I HVACpbegaomeyteg8odrio~o105°Pmii~fll~d~EebwSS9~~tbemwldodm~ I tefaomi.tk2 E 'd Hzz 'ON wa~a~2 900b '9[ unr RY-31-2006 13:50 FROM:MJS, INC. 651-698-5628 T0:3650605 P.1/4 ~ ~ r ~,(-KrY Toll Brothers, Inc. May 31, 2006 m OHNSON 1400 Corporate Center Drive, Suice 110 m Eagan, MN 55121 ¢ m SOLrERMANN 0 Attn: Rick Kimedge 3 < Re: The Hennepin I.ot #029 (AO Order #1489) - 3tud Wa11 Analysis Eagan, MN o Project # 06298 ~ 241 CLEVELAND Mr. Kimedge, AVE.S.,SUITEB2 . At your request we have performed a struchual analysis of the 5 T. P A V L, M N "tall wall" assemblies at the Family Room and Foyer for the referenced residence. Information regazding the framing at these locarions was taken s s 1 o 5 -1 z e o from the construction documents prepared by To11 Architecture, dated 5-8-06 and 5-12-06. The following are our comments and recommendarions for these walls: 2x6 wall studs noted are adequate structurally. 2. Some wall stud configurations at beam bearing condiaons are not adequate. We have provided recommendations for framing at these locations (see 2/A.7.08.B, 4/A.7.08.B and 5/A.7.08.B attached). 3. Note that the stud fi-aming shown on the current consWction documents and in our recommendations for the Family Room and Foyer have a maximum deflection ratio of span/ 180 under wind loading per ASCE Standard 7-98. This detlection does not cause a concem regazding the structural performance of the framing, but we cannot comment on the performance of the exterior/interior finishes. It is the responsibility of the Architect and Owner to verify the effects of the laterai movement on the pmposed finishes with the finish suppliecs. Please call with any questions or comments. Sincerely, ichazd W. 7ohnson, P.E. Minnesota ftegistradon #23406 6 5 1.6 9 8.5 6 2 6 Post-it'D Fax Note 7871 oates~ 9`~~ ~ FAX:651.698.5628 " EMAIL: TO HVA. K4 R O&F From /c.N. mjseng@qwest.net bs~ ; • V%n Ca pharm,11 prorre a • Fax0 t ! 94r e6e Faxx 3 t~410T 70 IrFCA. VJ/1 Vqr IqRK. MAY-31-2006 13:51 FROM:MJS. INC. 651-698-5628 T0:3650605 P.2/4 Cf ~ 1'-1 1/2" 8'-6 3/8' R.O. 2'•3' t• x vw w~++- Hr • ~ 0 Hpfi PER PLAN ~ ~ N z 0 0 0 0 ~ J a ¢ m 12"x3/8" S7EEL NAIL HOLES DOUBIE JACK STUDS N zo m d `7 2x FIREBLOCKING in HOR PER PLAN p 10' MAX. OCKING, TOENAILED s~ JACK ~ TUDS W/ 2) 10d ~ :ACH END ~ M m 4NEEDIED 3'-5 7TUD S O.C , ~w.A. ?lc• BALLON FRAMED oonn Z WALL DETAIL )VINCIAL 7.08.6 SCALE 1/4"=1'-0" EA7-~C R• pFft-ro lcr ; E= 1.9X lvV P~~ Z{o ae P T 1 F'4 a z 3 1a 4 Y' t 2-2x6 8 16" o.c. BALLOON FRAMED WALL 2-24 0 16" O.C. 6ALLf 5'-113/4' 81-21/8" 5 6 Q ~ ~ M\~• LYV 0~-S~~ ~~O~RTIfS: 2-24 8 16" o.a BALLOON FRAMED WALI ~ E_ 1.9 x 10(0 PS ~ 8'-1 1/8" 5'•11 3/4" 8'-2 1/8 " ~ 5 N ~b c ife~n PSI 3 5 m m HDR PER PLAN. I N HDR PER PIpN - ` HDR PER PLAN I T~ 3 4 ~ LT 2X fIREBLOCKRIG ~ 010' MAX. ~ ~ I HDR PER PIAN HDR PER PLAN HDR PER PLAN ia d N ~ ~ N r v N C m ~ W ~ I 7 i I Jh J ~ ~ y 1'-0 7/4° 1'-0 3/4" o J ~ ~ 5'-8 1/4" 5'-8 1/4" 5'-B 114' 1'-6 7/B" m ~ 22. a.. T'O. (n C y~ x !-sx(e ~'0 1yM. BRCr- } S~~,. " l.V L- fv w vrt~.., 9 ~ BALLON FRAMED WALL DETAIL 5 BALL-0 + .7.08.8 SCALE 1/4"-1'-0" w ~ A7.OB.B SCALE 11,A y»a, Wc. DFr~ ~R•1FR~Et ; ~ w 2-24 8 16' BAlLO0N FRAMED WALI X E=~•9 (OV m F~.- yfooo Pri ~ ~ 2 3 lw c 2; t0 EC4 ~ T4 ~ N ~ lN ~ m I o ~ y 2% FIRE9LOCKING N I 910' MAX. ~ Z I ~ 2X HREBLOCiCING I a1a Mnx. I HDR AS PER ~ PLAN lN I ~ HDR AS PEH PLAN co N ~ I ~ N I N m I I ~ I a + 3-zxle F~w vAw- ~ 6` w 1'•6 7/B" 2'-10 1/8' 0 m m 7'•0" 5'•4' 10'•5 1/2' 8R 4. 22'-9 1/2" 7L'$'k-~ 1.Vb f~bL 1}T'. ~ 3 1 ~4 raiL ~ 5 BALLON FRAMED WALL DETAIL p ~ . .7.oe.e SCALE 114"=14-0" ~ ~ i JUN-01-2006(TNU) 07:52 P.002/007 FROM : IIJSIII.qT10N4IJPPLIES pHOW NO. : 612 931 6869 May. 11 2005 02:28PM P4i6 • Mer 31 OS 04:Sip UCSC Ltd. ~}lain (6021 269-9115 P,2 r. ASTM E84-03 SUR'RACE BUR1vIN'G CHARA,G'T'ERIST'IG'S Repoce Na 15861 • 121293 • SFCI 1.7/2.0 3payed Foam Panels - - - - ~ . . Sqxemher 23, 3004 . Ptspared fu~ . [:CSC Lta Ca ' 3010 W. Lincoln S:r. ' . 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I 0 o n O> ~ & C . ~ O ~ . . . m•~ tl `~a~~ rc ~ < ~d s• . r. , . z5, ~ •w E a_ M O~ y ~ s U ~ ~.:.t~.~~ ~.,f•.~, 7~w'~ e~ yg y E d ~ fj ~ ~ a ~ _ o . ,.~.~a p ~ y~ 9 C pC n ~ . ' ' " » i .r - p .~i~..^y''~ • . E Q ~ m A B; 'R~`~~g ~ ~ ~ ~ 3 ° n D ~ A ~ a n , ew - , ' - ~.a.•~.y:.;,';i`.:' lay~. y~, a ~ ap a~ ' 8 ~?~'t•• ~ . y E j; t,c.:~ i • e u~i a ° u m y' s ~ y r y g 1aq m~5~.'" ~ ~D 61 ~ w,np°C o- a e p t e~ D~ a 1V ~ d~ f L E a D v. ~ d 6 $N tl dl ~ q ti 3~'.t~~i'r~iv' L ~ ,v ,~o S . a ~ e ~ ~ ~ , _ Al o y N J > , Sl 0 9 O Q a L ~ r'~c ~ S ~ ~E ~ $ n O ~ 9 N a m G ,Sl n ~ o ao38 ~i~m a.. ~ . . . - ~ • . • . ~ . . . _ . . . , . . . I,~ JUN-01-2006(THU) 07:53 P.005/007 FROM : INSULqT10NSUPPLIES . pl-IONE Np. : 612 931 0869 May. 11 2005 02:29PM P5/6 Mar, 31 05 04%54p {JCSC Ltd. i Main f6O21269-9116 , p.3 icpc~n Ny. Repoa Vu. ]~BGe . 12129i ' !!(bC Lnl. C:v. Pace 3 Of 9 .,1-_ Sev[C+Gihb 23. 2001 AB5T'RACT Tecc Specimen: SFCI 1.7/2,0 5payed Foam Panela Tac Sanndnm-4: py"I'U E84.13 ~ ; cst 'Date: 5epcembar 21, 2004 • T= Sponor: UCSC Lsd. Co. Test Res¢:a: ; F1.AME SPRSAD i),iUEX - :S . S-r1CKE DEVELOPED'INDE?C - 300 . - -p°•0 ,41 for ik exLoWe we qf d¢ dtnu namad hextn. Omqm P~,c Lak.amec. Ine ' awd~aiaes J~a-Urnt m repredree dde qP~ ~Y ~!+e~aoweed 4 id mtlrccr. Ii~e dmlPqew eFdm en~ drufwdaro aad =aJtr ol~ vntphmd LoeM ere Mwcdw.s m wdL m chc °}A 04 la Lhe +wd+~ mN4 In ehe mmma vaed, and aa~~e uidu. d~t bm~s oF~nd o'ssnar6~ vmetis~ Tla,x ~orm , alie 0eduatan bu va o+` e6 ~~m[r.prersK duAeda.rm~a e( o~' spame~nc from ~ sana or . P~d~mm~e ohen ~aed 'u. mmbhudm ~o1d~ odiame~alaL.2is ea[ sP~~en Wene~9em7an ~e a Ro+Wea bJ' de rLenc CM~ Oev~s 7airc Ia6ereioAe. Irz am4u no fAVowlbik7 Ia am busamacla Ae.en" OmeW fb6ie did noe «Ixt tk i0~~ snd iiu ra 'etiW 16cemyoµdm au,nuf~mnlnt ueh*iWn or 9ue147 ay~ pw.d„no T!W .epo,r 3om noe d°P7 ~~~an aI rk 6rodW l7 paWa Petnt Cabwatoda, I= ~ A+p we of the Omqp Pahtt La6ameorio mew a*7 ab5.e.antlan eeol or anT fom, mark w qmbd AndoR far adoemirky nwtaiai nuue & nP"a In wift in adw'te y Ometa LAwaro+ia,lrc Tk olo;e tGxu imue mrnd taro and & acnw4 Pm'MdDQ1%[ Ms Lic.iV PoGr qu,u ' F!!blbuwp Se,rirs p. ~ K eim Glc(s Wirln cie Omqq Poeu 1s5aramr+a Cen1~C(an Mark m damontea¢ a~qr !~y O.M. P. fab~~, l.~c ( ~ . ' Ecle O. Hutrl-dnson SMMmbP„~ 211 964 Opeca:or ~ ' Reviea.ed uid ' .1 aispzoveq: 004~~ , M'illiam E Ficri, 4E No. SSZ96 jW8=1x-. 23. 1004 . JUN-01-2006(THU) 07:53 P.006/007 FROM : INSULRTIONSLPPLIES RiONE N0. : 612 931 6859 Mdy, il 2085 02:29pM pry5 : Mar 31 OS 04:55p UC9C LCd. * Main (6021 269-9115 p,4 - ~ AS7M E84 DA'fASHEETS cuenr ucsc OOta: 9121104 Timr, 70:20 ijM Test Number. 2 PFo)ae Numbar iSgg2_1212S2 . .0 e 'AG:EFIlAF, . . . .,.r-x^•,F',,•;sr._..~. . , , pedmM 10:' ~ . . S?C t t..J2.0 SPwlYEO'FONuI`AI'INELS. SKCY~- 1J12.p SPRAYED ' ,•r URGTrIANE FO(.M PqNELS, 4" THICK 1.4T NUMBER 409-p931• Th{E r~oSr.~F..5~ J...,r~p x •Z, ~n~ - •i.o r ,s r•' ~ ,r- r + + ~ aJg ~tl~9~~~~~~~r ftl~ ^ • ' _ i • . w~r _ ii JUN-01-2006(THU) 07:57 P.006/007 FROM : IN,SIAATI0N5UPPLIES PV-IOtJE N0, : 612 931 9869 May. 11 2605 92:29PM P6i6 _ Mar 31 OS 04:53p UCBC Ltd. * Main (6021 269-9115 p,4 AS7M E84 DATAShiEETS Clienr uCSC ' . oot•: eavoa nMc to:x„uw Tsst Number. 2 ProJap Numbar. ISgg2.1212M ;t,~„~P.e~'Arr,,,EFUAF•.... . . '~4.........'.. in... . '..t:.l. i~ 1:7/2.0".SPr'~AYED ..;.rt"Spe'elmen I ~s ' . • ' . • . 0:'S=C ! 1..72.0 SPRAYEO FO.q1~1 'PAWELS. 5.~»C UR6TFiaNE FOhM PANII.S, 4" TFi1CK LOT NUMBER 40W0933,' THE SF'ECtINEN WAfi 3l,IppORTED HY ROCS dND W1RE . .,y~ : _ • ~"~+~'iwt'tl:tl~a::?nu:,••ar'e:t::',J~i::ia;;.~,^:'_:::r. . ~ - < , ' . . , .:"v.~.. ~ K'" - 7EST RESULTS . R.ANIFSPREAD WDFX SMOKEDEVELOPED WDDC: 300 ' SPEClMEN DATA... Tima to IgnMion (secA: a Tlme io Max Fs tseq: a ' Merlmum Fs ffeap: 52 ' ' • Ttmd to 080 aF (seok Nmraer~+,a • Max 7empereWrp CF); 5W- ' ' . Tlma lo NtaY TemDeratura (m): 23 7ota1 Fwl Bum9d (eubk fs,et): aaa F6'1'une Armg (Mrnln): aos ' . . Smoke Area 3G7.0 Fuel Nea C'F4qlnx 4900,1 . • • . Fuel Con}Ibuted Value; p unmn+aea Fsr afix • ' CALfSRAT(ON DATA... ' 7ime ta Ignk'an el L¢si Rea Oak (wc): 42 • Rod Oek Smake Wse (%A•min): tm,eo Red Oek Fud Aroe ('P'mtn): 8737 , . Glma Flbar Baard Fuet Arca Mminy: waG JUN-01-2006(THU) 07:57 P.007/007 FRDM : INSLlLq710N5LIPPLlES PHOh1E N0. : 612 931 0869 7u1. 18 2005 10:26Rm p22 rNSUL.arION SUPPLIES 14 ! 5-•B 5 n" Street Soulh Hopkins, MN 55343 (952) 932-9000 LMSPI2AY EM 219 PULYCIRE`PHANE 5P12AY FOAM SXS1'TM Descriptiola Typical physical Properties Emspray Flvtal9 Density, sys[em ~e a moo c~ lbsJcu.S. 1.9 ASTM D-1622 polyurethane chamical foam Comprossive 5trengt6 ASTM D-1621 ponwt °v system deslgaed for spcay p,~lel 15-2~ ] 0 apPlications m produce a Perpendicular 10-15 @ 10°h cigidPolyurcNanc foamwith TeosileStrcngth. AS'fM-D-1623 a nominal overalt densiry oF pera11e1 25-30psi 1.9 pound per eubic fooC. ShCar Stteng& ASTM C-273 Emspray $OOA is a Pecpendicular 30psi potymerie isocyanate "1hacrnel Conduefivity, $TCJ/hr.ASTM GS l8 aoaraioms reaetive K Factor @ 77•F, IlV tTIAL .153 isoayanFtte groups Djmensiorsl Smhtllty ASTM Q2126 °h volume chap - - - - , ~P~Y u a 2 ys at --20"F dry <1 • eombinaztonofyolyols, WatervaporPermeabiGty 1.4 ASTMC-355 `walyfi° °$e"'s' Oper1 Coll ConEdtt <L°1o ASTM D-2856 , surfaftnt, blowing agan[ ?AS fa AirLeakam .002cfm/ A TM &283-91 EM219~ @2.25 TNCFiES AG"I~'VES .88 0*000 Typical Hundiing CLaracteris4ca vlscosicy p 75*e Typical Combustibility properties 190255 ' Mbcing ttatio by Volume Normai Thidrness (4" Teat) ASTM &84 ' IDO/100 Flamo Spread 25"` . Sprry Reacdv[ry, Tack Smoke Dcnsi 300 ' Free, Sec's ty • EN019 5 . 07M,DATAREEL6CTSTHEPERFORMAIJC6 The foaro's propcnies Og TEMfi FOAMS BY A LABORATORY SCALg • were do[amined on BURNT~1(3 TESS, ANU TFE RESCTLTS ARE NOT : sampla. sprayed through a TO SE CONSIDBRED DR USED AS A FIRE ' Oaamer H-II unit at 110D ' MMT~ xA7ARD Cl'P'SSIFICATION AND ARE pai with a prehaated NOT IId'YENDED TO AEFLBCT HAZAAD sempcrat~ae of 130'F and P~~n THIS OR ANY OTHER MAT2RIALS UNDER AC7UAL F[RE a hose umperstwa of . 125'F. The sysum ~was CONDITIONS. , Sprryed at 70.750F ' . amhient aqd sqbstate taaperature Iq a two ipeh Paxy using a fuslon gwt. • - LOT SURVEY CHECKLIST FOR RESIDENTIAL , BUILDING PERMIT APPLICATION PROPERTY LEGAL: 1~0~ 1~InC~C. ~ a le-d2C Ot "C3Vm DATE OF SURVEY: 6/?-/096 LATEST REVISION: m ~ c R L U ~ O Z Q DOCUMENT STANDARDS • Registered Land Surveyor signature and company ? ? • Building Permit Applicant fd' 0 ? • Legal description g ? ? • Address ,0' ? ? • North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ? • Diredional drainage arrows with slope/gradient % . . Proposedlexisting sewer and water services & invert elevation ji 0 ? • Street name • Driveway (grade & width - in R/W and back of curb, 22' max) ? ? • Lot Square Footage pr ? ? • Lot Covsrage ELEVATIONS 6cistina 0 ? • Property corners ? 0 • Top of curb at the driveway and property line extensions . Elevations of any existing adjacent homes • Adequate footing depth of structures due to adjacent utiiity trenches ? ~ ? • Waterways (pond, stream, etc.) Prooosed ,8' ? ? • Garage floor .Pt ? ? • Basement floor g ? ? . Lowest exposed elevation (walkouUwindow) z ? ? • Property corners p' ? 0 • Front and rear of home at the foundation PONDING AREA (if aqolicable) ? ;A ? . Easement line 0 Z ? • NWL ? ¢ ? • HWL ? ? • Pond # designation ? z ? . Emergency Overflow Elevation ? $ ~ • PondtWetland buffer delineation Y . Shoreland Zoning Overiay Distrid Y • Conservation Easements DIMENSIONS ,0' ? 0 • Lot Iines/Bearings & dimensions • Right-of-way and street width (to back of curb) p • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 'z • Show all easements of record and any City utilities within those easements "o • Setbacks of proposed structure an ide ard setback of adjacent existing structures jd ? ? • Retaining wall requirements: Reviewed By: Date 6~~~ G:IFORMS/Building Permit Application Rev. 11-26-04 INSULATION INSPECTION CHECKLIST FOR RESIDENTIAL BUILDING PERMITS PROPERTYLEGAL: zot L 'NDn< 5' PROPERTY ADDRESS: 116.2 U)2, lI;uqrtON WQ ~ INSPECTOR: Ze-0•v We~(. IGtN~ INSPECTION DATE: U 0 d o ¢ } Z Z SITE GRADING ?1 ? All slopes 3:1 or flatter? ??I Slopes steeper than 3:1 require retaining wall. Are retaining walls present? 1 Does grading conform to As-Built Grading Plan 1 foot approximately)? 1 Does perimeter grading tie in well with adjacent properties/undisturbed land? fs there proper grading andlor drainage around Lookout or Egress Windows? 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 type/size of aggregate, clean-not covered with soil, etc.)? Is temporary vegetative cover w/ mulch present? ld Is permanent vegetative coverr w/o mulch present? i le one) CITY EASEMENTS AND UTILITIES ? 1 Are all easements clear-no part of any building/deck/porch/retaining wall/etc. encroaching in easement? ?le ? 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 controi in and/or around them? ? e? 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 heen graded properly? MISCELLANEOUS ITEMS Is there tracking present on Public Right-of-Way/Street from construction site? It Is the driveway at the proper width at ROW line? (22 ft. max.)(Curb stop is at ROW line) 0 Is the site clean, no trash and/or construction debris lying around? n Was the proper type of building constructed according to the approved grading plans? (LO, WO, FB, R, etc.) g 1 ~ `T ~oll Architecture ~ January 17, 2007 Chad Carroll Steeplechase of Eagan - Signature 4876 Steeplechase Way Eagan, MN 55122 RE: Hennepin - TBI I,ot #029 -1462 Wellington Way Dear Chad, For TBI Lot #029, install horizontal7/16" OSB sheathing on one face of the front gazage walls from the bottom of the bottom plate to the top of the top plate using 8d. nails at 3" o.c. edge nailing and 6" o.c. field nailing. The edges of the OSB must be blocked. The sheathing may be installed on the interior OR the exterior of the wall. (1) LTT20B Simpson holdown is required at the locations indicated on the attached plan. See attached calculations and holdown detail for more information. If you have any questions or concerns, please do not hesitate to call. Sincerely, I hcRc~yBcei4:ihgsal iffs'pl¢n, speci- 5cation, or rcpoR was p;c?ued by me or ur,der my uireci sirt+crv:siun and that I am a duiy Licer.;ed Yrofessional En.oi.^.eer u::der tne taws of nyc Stata af *,::nnesota. Frint Nacnc: I ISA M. GROSSE Sigoat:ire: Date G ( 7 o7 License #44835 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License #44835 CC: Jerry Lamina LMG/11 SESG_1tr0016 SPR #24471 Task #39617 EAST'ERN D[VISION 250 Gibraltar Road 0 Hoisham, PA 19044 m (215) 293-5300 o FA7{X (215) 293-5313 PHILADELPHIA a ORLANDO n SCOTTSDALE n DALLAS n DENVER o LOS ANGELES /1 ~TOlI cBTOthCIS COMPANY _ Limi, ~ - 10'-9 1/2' _ V~ ~ 11~-Q 3/4 W ~ s ~ k o 'J S Zs'-o i s- 0 I 13•-7- VI N r s~o~ m D ~ I O K n ~ ~a f p ~ I I ~ ~ w m . m~ C ' ! N ~ O O p y y S 1~g I ~ ~ I hercby cr.ti~vthat this plan, i- spec fisa:ion, or report was prupared by o me or under my direct supervision and that I a: ; a;uly Liccnsed ' 2 `4] Professional GnfL,ir.eer urdvrthe 30-5 vz• laws uf 4ie Satt: of?Ainncsota. Frint Name: SA hi. GROSSE Signaturc: Dete l 107 Lice e#44835 2-2x STUDS AT HOLDDOWN SIMPSON LTT20B HOLDDOWN ~ - 8' d a. b a. ."d. A d 4 . . Q . . ~ 0 a . - . a a.. . ' . . a. . . . .V . .e ,c' y 4 d $ . ' . , f.4 . '~o . . a . . . 5/8" DIA. ALL-THREAD ROD. DRILL AND INSTALL WITH SIMPSON "SET" ADHESIVE OR EQUIVALENT (MIN. 4 114" EMBED.) ~.r rr 7Nr: • I hcreby ccrtify that t,`:is ; ian, sFeci- l^: ficatio.y cr re; ort was PtcV-at-,d Ey me or unucr 7m direct sc; crvisicn and that 1 am u Su;y Lice;is°-d F;oCrssio;ul L-ngi+iear wnur,r ihe laws of the State of b4u;acsota. Print Nam~: SAM. GROSSS Sisna:ure: Date L(1'07 Li #44835 i0l IOi r)!41:!L;, IP+~. '03l" ~CCE: 5PR .2~44i1 S~ NG, Tl3t ~T t2~ - H."~~NNE~SN h1C1~EL SC,4tE: 1„ 1•_~., NQL[?Oif1+N DET'AIL 1 t3F 1 Toll Architecture Project: Hennepin 250 Gibraltar Rd. Date: 1117/2007 Horsham, PA 19044 By: L. Grosse (215) 293-5300 Sheet: 1 SPR #24471 - SESG, T81 Lot #29 References: ASCE 7-2002, IRC-2003, IBC-2003 Location: Steeplechase of Eagan - Signatures Method: Simplified Basic W ind Speed, V= 90 MPH Importance Factor, I= i;0 ;(Building Category 2, Table 6-7 ) Exposure Factor: B Mean Roof Height, H= 34:33' Roof Angle = 30.260 HeightlExposure Factor, 2 = 1.04 Design Wind Pressure, Ps = 2'I`Pg, (ASCE - 7-2002, Figure 6-2) A. Horizontal Pressure: Zone Ps3oipsn P:(PSf) A - Wall - End 1 7:8 18.51 B- Roof - End 122 ' 12.69 C- Wall - Center 14:2 14.77 D- Roof - Center 9:8' 10•19 B. Worst Case Uplift Pressure = 10.8- psf Roof DL = 17 psf 213 DL = 11.339 psf > 10.8 psf I hereby cectify that this pian, -ieci- ficution, or report was pmpared by me or under tm direct supervision and that 1 acn a duly Lica:i:v_ci F'rofessicma( Engiriecr uader tha ISWS Ot Slli' 3L'1CC Ut ATlf'.71CSOt3. rrint xame: n M. GuassE s9geamre: oL '?V-L Date ~7 Licens #44835 Toll Architecture Project: Hennepin 250 Gibraltar Rd. Date: 1/17/2007 Horsham, PA 19044 By: L. Grosse (275) 293-5300 Sheet: 2 Side to Side Wind Roof Height, RH = 12 ft. Tributary Width, Wb = 1U:5 ft. Second Floor Wall Height, WHz :0'ft. Second Floor Joist Depth, Dj = 1.4 ft. First Floor Wall Height, WHi = ' 10t08'.ft. a= 10% * Building W idth = 1.05 ft. < 3 ft. 2a (6 ft. min) = 6 ft. Wind Force is Acting at Top Plates W ind on Walls =(1/2*W H1+Dj+RH)((4a`Zone A) +(Wb - 4a)(Zone C)) = 3688 Ibs. Shear Wall Length (ft) Shear (plfl % Capacity Capacity (Ibs) Actual Load (Ibs) Front Garage Wall (Seg 1) 5.75 686 57% 2248 Front Garage Wall (Seg 2) 3.75 686 59% 1518 3766 3688 OK! I LGteby cer;i;y t!:a~ ih is A!an, : E~.c.~i- SCi1hU!i~ OT !CyC?li was pre.;rxred i;y be ot undvr my di;ml s,y er ision and tha! I a;:1 a du:y Lic_ I'r-ofessia-ml! Ergineerz:,.~er lhe laws of thc Sa;e ot Mfit11Aesa4J. 7'rtci N~arce: SA P.L GROSSE S:g;.al;:m: 'jy! Dafe r i'91 Li Toll Architecture Perforated Project: Hennepin 250 Gibraltar Rd. Shear Wall Date: 1/17/2007 Horsham, PA 19044 Calculator By: L. Grosse (215) 293-5300 Sheet: 3 SPR #24471 - SESG, TBI Lot #29 Seg 1 Wall Panel Lengths Sum of Solid Wall Panels = Ls„, = 5.75 ft. 22.00 ft. Overail Segment Length = LS 22;00.; . ft. -1625 ft. Overall Sum of Shear Wall Panels = L= 575 ft. ft. % of Overall Shear Wall = 100% ft. Total Load on Wall Line = Pm,~i , 2j248 - lb. ft. Design Shear = v= 391.0 plf ft. Total Load on This Panel = Pp = 2,248 Ib. 575 ft= Lg,,, Shear Wall Height = H= 0' 'ft. Height of Maximum Wall Opening h ft. Check Sheathing Capacity Percent solid wall panels = L~ / L, = 26.1 % Max wall opening as percent of wall height = h/ H= 70.0 % Percent of sheathing capacity allowed for pertorated wall per IBC table 2305.3.7.2 = %cap = Required sheathing shear capacity = v/%cap = v reqd = 686.0 plf Use Sheathing: 7/16" OSB Sheathing w! 8d. Nails at 3" at Capacity - 686 plf > V Reqd sheet edges, 6" o.c. @ Intermediate Su orts, Ed es blocked - HORIZONTAL OK Sheathing ONE SIDE of wall Check wall overturning Mot = Pp x H 22,484 ft# Dead Load Resistinq Overturninp wall 10 ft x 8.0 psf = 80.0 plf = DLwall, Roof ft x 11.3 psf = 0.0 plf = Dlroo{~ a, n n 2nd floor ft x 8.0 psf = 0.0 plf = DLflr2 u .go a, ~ q v s'a ~ p y~~, ~ Length of Wall Returns (add'I wall contributing DL) = Lr = 0.0 flfL P 9- Mr = 0.6 [Dwall (Ls + Lr) + (DLflr2 + DLroofl Ls] Ls / 2 11,616 f*:A LVv ` . LLI ;3 ~ J T holdown = (Mot - Mr)1 Ls = 494 Use Simpson Holdown: g ~ _y ~ ~ rt LTT20B Holdown W/10-16d. Nafls + 5/8" dia. Thr. Rod ,00 cz (,a SPR 24471 Hennepin Garage Portal (1) Garage 1 Toll Architecture Perforated Project: Hennepin 250 Gibraltar Rd. Shear Wall Date: 1(17/2007 Horsham, PA 19044 Calculator By: L. Grosse (275) 293-5300 Sheet: 4 . SPR #24471 - SESG, TBI Lot #29 Seg 2 Wall Panel Lengths Sum of Solid Wall Panels = Ls„, = 3.75 ft. 12.00 ft. Overall Segment Length = Ls = 12.00. ;ft. -825 ft. Overall Sum of Shear Wall Panels = L= 3.75 ft. ft. % of Overall Shear Wall = 100% ft. Total Load on Wall Line = Pami 1',518Ib. g. Design Shear = v= 404.7 plf g. Total Load on This Panel = PP = 1,518 Ib. 3.75 ft= Ls„, Shear Wall Height H 10.. •'ft. Height of Maximum Wall Opening = h='` ft. Check Sheathing Capacity Percent solid wall panels = Ls„, / L, = 31.3 % Max wall opening as percent of wall height = h/ H= 70.0 % Percent of sheathing capacity allowed for perforated wall per IBC table 2305.3.7.2 = %cap = 59 Required sheathing shear capacity = v/%cap = v reqd = 686.0 plf Use Sheathing: 7/16" OSB Sheathing w/ Sd. Nails at 3" at Capacity ; 686. plf > V Reqd sheet edges, 6" o.c. @ Intermediate Su oRs, Ed es blocked - HORIZONTAL OK Sheathing ONE SIDE of wall Check wall overturning Mot=PpxH 15,178 ft# Dead Load Resistinp Overturnina wall 10 . ft x 8.0 psf = 80.0 plf = DLwall Roof ft x 11.3 psf = 0.0 pif = Dlr*0 _o° 2nd floor ° ft x 8.0 psf = 0.0 plf = DLIF~~ ri p y 0./ U Length of Wall Retums (add'I wall contributing DL) = Lr = 0.0 . ftc 3 ~ ~ R •i J ~ ~ ~ < o Mr = 0.6 [Dwall (Ls + Lr) +(DLflr2 + DLroof) Ls] Ls / 2 3,456sf6~3 n; v E M W :•3 ~ T holdown = (Mot - Mr) / Ls 977 Use Simpson Holdown: ~r ~ .anw LTT20B Holdown W/ 10-16d. Nails + 5/8" dia. Thr. Rod SPR 24471 Hennepin Garage Portal (1) Garage 2 JRN-18-2007 12:20 215 736 9774 P.02i14 , H`7r0~1 Arclu'tecturr-M _ Januazy 17, 2007 Chad Carroll Steeplechase of Eagan - 3ignature 4876 5teeplechase Way Eagan, MIV 55122 RE: aHennepin=TBI Lot #029.-1462. Wellington _Way_ ~ Dear Chad, For TBI Lot #029, install horizonta17JY6" OSB sheathing oi ~ walls from the bottom of the hottom plate to the top of the tol o.c. edge nailing and 6" o.c. field nailing. The edges of the 0~1 Phe sheathing may be installed on the interior OR the exterior of thc i T20B Simpson holdown is requixed at the 1xaHons indicated on the ati _.ed plan. See attached calculations and holdown detail for more informauon. If }rou have any questions or concems, please do not hesitate to call. Sincerely, Toll Brothers, Inc. ; l~en:hy ccr:i"ry Lyat tltis platt, s}+ec% ' fication, or repa; t rvps prepaae:i by me or arxi:r my dimct sppervisiaa t.nd tha: I am a du:y I.icer.ycd r~ U Profes:ionL; Ersgs:ecr o:,der :he lsw:s af 4ic Slste of !.4::vicr+uta Prvii Nam+L7L M. GROSSES:a:yc'° se ?W483s ~ Ac-, AN Lisa M. Grosse, P.E. 'ED~Z ~ a Assistant DireCtor of Engineering ~ MN License #44835 - ' D CC: Jerry Lamina , LMG/11 _~.i~!G S~~S~'~ ~i0~ ~i~iSIOY~ SESG 1tr001G SPR #24471 Task #39617 F,AS'I'ERN [l['VCSlUN 250 Gibraltar Rond r Horsham, PA 19044 r(2] 5) 293-5300 o FAX: (215) 39: -S.i 13 1'Hii„ADL•LPFIIA 2 URLANpt) a SCOTTSf)AI.E o DAL.LAS a 06NVER A LOS ANfiF.i.,ES ~i `7'0ll BtOthClS c'Un4P.9h'Y" JRN-18-2007 12:21 215 736 9774 P.63i14 ge"J dc ~ g~ ~ - N It > 8'0 V7" ~ 4, u ~ 5 fl'-O 3I4' ~ ~ s sc`o x' 0 1 t3,,~. + i - ti ~ .`r~ y , . ~ ' ~ Y ~ - - - ~ cq: 'isY ihat lE"is ylan speci I;::a:ior., ur rc:pat'. was pteparCd by ° : me or under siry dittxt s::^crvision s.a• imd that 1 .r.nl a dc4y [.icersed i.'rohssicnai F.ngir:Ler nr.dec the ao•-5 vz• lu-w:, uf tie Sia:e ai Ft.in.zasota. :'rint Nr~ne: iSA M. GR0S5E T32tC ~ ~ a~ LiG e~$3$ JAN-18-2007 12:21 215 736 9774 P.04i14 2-2x STUDS AT HOLI]DOWN $IMPSON LTT209 HOLb00WN . ; Q ~ . a • . a . . • . 'J ~ $ ` ~ q e 'Q' a- ~ • ' . . . ` Q :Q . : A . - ~ tl . • ' Y 5I8" DIA. ALL-THREAD ROD. DRILLAND fNSTALL WITH SIMPSON "SET" AOHESIVE Oi2 EClUIVALENT (MIN. 4 114" EMBED.) , I hercSy cemify ;hatpla.^., sreci- ,s.: £cstion. o!rcpo!t A `c pxc;:z:pd by aie or under my d;n;ct stmpcr.dsicn and Ibzt 1 mn a;c,i;.• °mSc:sio^sl -qi.~cc; ~y,e;cr i.'ie . i1~Y : r.t ~ :i:atc ~•li:a~csa^1. ,~'int rt:un.: L SAf.".. G7'i053E f :+igi:a[t_'e:: • li::•,~.~~~~ ~ L.;~r.....c ?~:.:533 CGST CODF: 5PF 1-2•M,71 -..E_G, ~;81 1.0~1 ~ 3 .~9 - NT[01FPIti HQLDOWhI DETAIL _ JRN-18-2007 12:21 215 736 9774 P.05i14 Toll Architecture Project: Mennepfn 250 Gibraltar Rd. Date: 111712007 Horsham, PA 19044 By. L. Grosse (215) 293-5300 5heet: 1 SpR 024471- 5ESG, TB/ Lat #29 References: ASCE 7-2002, IRG2003, IHG2003 Location: SEaeplechase of Eagan - $ignatures Method: Simplifled Basic Wind Speed, V= 90 MPH Importance Factar, I= 1_0 . `(Buflding Category 2, Table 6-1 ) Exposure Factor: B Mean Roof Height, H= 34.3~3" - Roof Angle = 30,2fi° HeighUExposure Factor, Z = 11,04 ueslgn wintl Prpssure, P, (qgGE - 7-2002. Figure 6-2) A. Harizontal Pressure: Zone Pon (psn p. (Psf) A - Wa[! - End 17.8 18.51 8- Roof - End 12.7 12.69 C- Wall - Center 14:2 14.77 D- Roof - Genter 9.8 10.19 13. Worst Case Upliit Prassure = 10.9 , psf Roof DL = 17 psf 2/3 DL = 11.339 psf > 10.8 psf I hcrcby ccrcifi• :h1i t ~s p;a-1, spw'i- IIcatiun, or rcport .c^,;;; prip3mt1 by mc o.• undcT uip circc: su;ervision aad t6a' 1 am a duly Licasu:[( Protessien3! Fao";wxrw.d3r ihe laws ai'the State uthTim:rsota, Print Iraroe: SA K GR05SE Si~tatt~e: ~ a ~Yl Date - ! O'] 444835 JRN-18-2007 12:22 215 736 9774 P.06i14 Toll Architecture Project: Hennepin 250 Gibralfar Rd. Date: 1/77/2D07 Horsham, PA 19044 By. L. Grosse (215)293-5300 Sheet; Z Side to Slde Wind Roof Height, RH = ~z K, 7ributary Width, Wb = 10;5. ft. Second Floor Wafl Meight, WIi2 = Q ft. Second Floor Joist Depfh, Di = 1.4, ft. First Floor Wall Height, WHI = 10:08 ft. a= 10% • Building Width = 1.05 ft. < 3 ft. 2a (6 ft. min) = 6 ft. Wind Forca is Acting at Top Plates Wind on Walls =(1/2'WHt+Dj+RH)((4a"Zone A) +(Wb - 4a)(Zone C)) = 3688 Ibs. Shear Wall Lengt}t (ft) Shear (plt) % Capaeity Capacity (Ibs) Actual Load (Ibs) Front Garage Wall (8eg 1) 5.75 686 57% 2248 . Front Garage Wall (Seg 2) 3.75 686 59% 1518 3766 3688 OKI I hcteby certifY tltat this pian, spcci- 8catial, or rc,pojt .ras prc.ared by me or under my d;ro~.-t :upe:vesion enJ thet l stn a d'w!y Licrnscri Prefassicm3t t~q:nu.y u:ulcr the lews o:'dsc 5tat:.' oi :td'u+nnsotR. Prin! ivame: SA M. GROSSS Si~+atntc: . ~ Daft -T-_ JRN-18-2007. 12:22 215 736 9774 P.07i14 Toll Architecture Psfforated Projact: Hennepin 250 Gibraltar Rd. Shear Wall Date: 1117/2007 Horsham, PA 19044 CalculaWr By: L. Grosse {215} 293-5300 5heet: 3 SPR #24471 - SESG, TBI Lot #29 Seg 1 Wall Panel Lengths Sum of Solid Wall Panets = L,,,, = 5.75 ft. 22.00 ft. Overall Segmeni Length = L s=: 22:00 ft. -76.25 ft. Overall Sum o{ Shear Watl Panels = L= 6.75 ft. ft. 95 0# Overell Shear Wall = 1004k ft. ToNel Load on Wall Line = P,,,,, _2,245 j Ib. ft. pesign Shear = v= 391.0 ptt ' ft. 7otai Load on This Panel = Pa = 2,248 Ib. 5.75 ft= Ls,,, Shear Wall Height = H= 10 . ft. Height of Maximum Wall Opening = h= ' 7. R. Check Sheathing Capacity Percent solid wall panels = L. 1 LS = 26.1 % Max wall opening as percent of wall height = h/ M= 70.0 % Percent of sheathing capaaty allaved for perforated wall per IBC tdb19 2305.3.7.2 = °1oCdp = 57 % Requirep sheathing shear capacity ~ v/%pp = v reqd = 686.0 plf y Use SheathingES7116"OSB •Sheathing w18d. Nails aF 3" et Capacity= 686 plf > V Reqd sheet edges, 6° o.c. (c Intermediate u orts, Ed es blocked - HORIZ4NTAL OK Sheathing NE SIDE of wa Check wall overEurning Mot = Pp x H 22,484 R# Oead load Resistina Overtumt„na wall 10 R x 8.0 psf = 80.0 plf = DLw~I~ a Roof ft x 91.3 psf = 0.0 plf = Dlro - 2nd floor ft x 8.0 ~.4 d psf = 0.0 plf = DLH~ 2 -E ? ~ C a 7 Length of Wall Retums (add'I wall coRtributing DL) = Lr = 0.0 ~E s'~4 ~ Y Mr = 0.6 [Dwall (Ls + Lr) + (DLflr2 + pLroof) LS] LS / 2 11,616 5:= ^ s. T holdown = (Mot - Mr) / Ls = 494 ~ o •i' C ~ {y' Use Simpson lioldown: h A~~ y 1!4 LTT20 Holdown W/ 10-16c1, Nails + 5/g^ dia. Thr. Rod 1 750 p Lo O SPR 24471 Hennepin Garage Portal (1) Garage 1 JAN-18-2007 12:23 215 736 9774 P.08i14 Tol1 Archftecture Perforated ProjeCt: Hennepln 250 Gibraltar Rd. Shear Wall Date: 7H7/2007 Horsham, PA 19044 Calculator ey: L. Grosse (215) 293-5300 Sheet: 4 ~ SPR #24471 - SESG, TBI Lot #29 Seg 2 Wali Panel Lengths Sum of Solid Walf Panels = L~ = 3.75 ft. 72.00 ft. Overall Segment Length = L~ = 12.00 , ft. -8.25 ft. Overafl Sum of Shear Wall Panels = L= 3.75 ft. ft. % of Overall Shear Wall = 100% ft. Total Load on Wall Line = P,,,,, 7.;518: Ib. fl. Design Shear = v= 404.7 plf ft. Totai Load on This Panel = Pp = 1,578 Ib_ 3.75 ft= Ls,,,, Shear Well Height = H=`.: , 10:. ft. Height of Maximum Wall Opening = h=.. 7: ft. Check Sheathing Capacity Percent solid wall panels = L. ! L, = 31.3 % Max wall opening as percent of wall heigM = h! H= 70.0 % Percent of sheathing capacity allowed for perForated wall per IBC table 2305.3.7.2 = %qp = 59,% . Required sheathing she2r Capacity = v/%cap = v reqd = 666.0 plf Use Sheathing: 7/16" OS8 Sheathing w/ Sd. Nails at 3° at Capacily = ,.:888 . pl! s V Reqd sheet edges, 6" o,c. @ Intermediate Supports. Edaes blocked - HORIZONTAL OK Sheathing ONE SIDE of wall Check wall overturning Mot = Pp x H 15,178 ft# Dead LOad Resistinq Qvertumina r1 wall 70 ft x 8.0 psf = 80.0 plf = DL:Jy,+ o ~ , Roof ft x 71.3 psf = 0.0 pff = Dlr vH 2nd floor ft x 8.0 sf = 0.0 If = E?Lftr~ P P c~ LengTh of Walf Retums (add'I wall contributing DL) = lr = 0.0 f~ g -5;a ,..,_~-•w4. . Mr = 0.6 jpwall (Ls + Lr) +{DLflr2 + DLroof} LsJ Ls 12 3,456 u ~rdn T holdown = (Mot - Mr) / Ls = 977 Use Sfmpson Holdown: z LTT206 HOldown W1 10-16d_ Nai1s+5/g° dia. Thr, Rod 1750 _::7 ~ F in p SPR 24471 Hennepin Garage Portal (1) Garage 2 SRN-18-2007 12:23 215 736 9774 P.09i14 Permit Number REScheck Compliance Certificate checkea Hyroace 2003 IECC RESeheckSoftware version 3.6 Release 1 Aata filename: K:\_ENGINEERIlVG SERVICES\_HVAC DEP11_Energy Calculations1MIV15teeplcchase af Eagan - Signatures\019\Corcoran-Fcderal-019.rck PROJECT TITLE: Corcoran Model C]TY: Minneapolis STATE: Minnesota FIDD: 7981 CONSTRUCTION i'YPE: Single Fanuly WSNDOW / WALL 1tATI0: 0.I8 DATE: 0 1!1 RY07 DATE OF PLANS: 12J1l2006 PROTECT DESCRIPTION: Steeplechase of Eagan - Carriages 4876 Stccplccivssc Way Lot#019 Eagan, MN 55122 f.ca:ian, or cepai ws; pr~7+arcd 6y me or imdcr my diic:ct supervisjop aru.' Qmt I xm adu?y [,icensed AESIGNERICONTRAC°i'OR Professinnel `.ichilcct under the To11 Brokhers Inc. Lnws of Ihc $tate af I&ancspq, Fcank Durso, P.E_ Prid Nmme: IBS Tcsk 35031 Si , arder 8605 E z PROJECT NOTES: ( l LSCCpye ~ Elevation: Provinvial Options: 001,017,023,145,152,153,155,164,190,501,521,800 CaMPLIANCE: Passes lvlaximum UA = 903. Your Home UA = 789 • 12.6% Better Than Code (Uq) Gross Glating Area or Cavity Cont. or noor Perimeter R_Value Value IT-Facter T~ Flat Ceiling: Flat Ceiling or Scissor Tmss "58 44.0 0.0 80 Wall Ceiliag: Flat Ceiling or Scissar Truss 39 44.0 0.0 1 Sloped Ceiling: Flat Ceiling or Scissor Tnus 325 Mi.O 0.0 8 JRN-18-2007 12:23 215 736 9774 P.10i14 Skylight 1: Vinyl Frame:Double Pam with Low-E 40 0.400 16 Garage wall: Wood Frume, 16" o.c. 238 13.0 0.0 18 Door 5: Solid 17 0.200 3 Knee Wall: Wood Frarne, lb" o.c. 588 13.0 0.0 48 Band Joist: Wood Frame, 16" o.c. 388 19.0 0.0 23 Exterior Wa116": wood Frame, 16" O.C. 3377 19.0 0.0 153 Window 2: Vinyl Framc:Double Pane with Low E 694 0360 250 Door 7: Solid 53 0.200 11 Door 8: Glass 86 0.350 30 Basement Wall 1: Solid Coucrete or Masonry 1590 0.0 11.0 94 Wall beight: 8.0' Dtpth htlow grede: 6.5' Insulation dcpth: 7.5' Window 3: Vinyl.Frame:bouhle Pane w;th Low-E IS 0360 5 Door 9: Glass 40 0350 14 Floor Over Garage: All-Wood 7oisV'I'xuss:Over ilnconditioned Space 688 30.0 0.0 . 23 Slab ou Gradz: Slah-On-Grade:Unheated 15 6.0 12 Insularion depth: 2.0' Floor Over Qpen: All-Wood Joist/Ttvss:Over Outside A'u 14 30.0 0.0 0 Furaace 1: Forced Hot Air, 92 AFUE Air Conditionei 1: Electric Centrsl Au, 13 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifica[ions, and other calculations submitted wit6 rhe permit applicarion. The proposed building hav been designed to meet the 2063 IECC requiremenu in RFsS checkVersion 3.6 Release 1(formcrly MECchec,~ and to comply with the mandatory requuements listed in the RES checklnspection Checklist BuildedDesigner Date _ JRN-18-2007 12:24 215 736 9774 P.11i14 REScheck Inspection Checklist 2003 IECC REScheckSoflwaze Version 3.6 Release 1 DAI'E: 01/18/47 ~ PROJECT 1'iTLL•: Corcoran Modcl Btdg. ~ Dept. ~ Use ~ I ~ Ceilings: 1. Flat Ceiling: Flat Ceiling or Scissor Tnuss, R-44.0 caviry insularion ~ Commenu: ~ Wall Ceiling: Flat Cciling or Scissor Truss, R-44.0 cavity insulztion ~ Comments: ~ 3. Sloped Ceiling: Flat Ceiling or Scissor 7russ, R-44.0 cavity insuladon ~ Comments: I ~ Above-Grade Walls: ~ 1. Garage wall: Wood Frame, lb" o.c., R-13.0 cavity insnladon ~ Comments: ~ 2. Knee Wall: Wood Framc, 16" o.c_, R-13.0 cavity insulation ~ Coxmrents: 3. Band Joist: Wood Frame, 16" o.c., R-14.0 cavity insularion ~ Commenls: ~ 4. Exterior Wa116": Wood Frame, 16" o.c., R-19.0 cavity insulation ~ Comments: ~ ~ 8asement Walls: ~ 1. Basemeat Wall I: Solid Conerere oc Masomy, 8.0' hd5.5' bg/7.5' insul, ~ R-11.0 continuousinsulation I Commeau: ~ Exterior insulation must have a rigid, opaque, weather-resistant procective covering that ~ covcrs the exposed (above-grade) insulation and extends at least 6 in. below gade. I ~ Windows: ~ 1. Window 2: vinyi Fremc:Doublc Pane with Low-E. U-factor: 0360 ~ For windows without laheled U-factors, QCSCY1bC fC8h1IC9: ~ # Panes` Fram Type Thermal Sreak'? [ j Yes No ~ Cmnments: ~ 2. window 3: Vmyl Frame:Double Pane with Low-E, U-factor: 0.360 ~ Par windaws wiihout labeled U-factors, descri6e feat,ires: ~ # Panes_ Prame 7 ypc Thennal bieak? Yes No ~ Comments: I ~ Skylights: ~ 1. Skylight 1: Vinyl Framc:Dwble Pane with Low-E, U-factor: 0.400 ~ For skylights w+ithovt labeled U-fsctoxs, descnbe feanaes: ' ~ # Panes_ Frame Typc Theimal Break? Yes No JAN-18-2007 12:24 215 736 9774 P.12/14 - I Comments: I [ noors: ~ 1. Door 5: Solid, U-facWr: 0.200 ~ Conur~ents: 2. Door 7: Solid, U-factor: 0.200 ~ CornmCats: f 1 I 3. Door 8: Glass, U-factor: 0.350 I Cocnments: ~ 4. Door 9: Glass, U-factor: 0.350 ~ Colnmtnts~ E ~ Floors: I. Floor pver Garage; All-Wood JoisVTruvs:Over Unconditioned Spacc, ~ R-30.0 cavity insulation ~ Commcnts: ~ 2. Slab oa Grade: S1ab-0u.Grade:LTnheated, 2.0' insulation dept6, { R-6.6 continuous insularion ~ Commenu- ~ Slab insulation to extead dowa from the rop of the slab to at least 2.0 ft. OR dowrz to at ~ least the bottom of the slab then horizontally for a tota2 distauce of 2.0 fr. ~ Exceciot insulation must Lave a rigid, opaque, weat6er-resistant procective coveriag tLat ~ covers rhe exposed (above-grade) inseilatlon and exunds at Ieast 6 in. below grade. ~ 3. Floor Over Qpen: All-Wood Joist/Trnss:Over Outside Air, R-30.0 cavity insuIadon ~ Comments: I ~ Heating and Cooling Equ:pment: ~ 1. Fumace 1: Forced Hot Aic, 92 AFLIE or higher ~ Make and Model Niunber [ 1 I Z• Au Coudidoner 1: Elcctric Central Air, 13 SEER or lugher ~ Make and Model Number I ~ Air Leakage: ~ Joinu, penetrations, and all other such openings in t6e building envelope rLat aze sources of air ~ leakugn must be sealed. I Recessed tighta must be 1) Type IC rated, or 2) installed inside an appropriace air-aght asswibly ~ with a 0.5" c(earance from combustlble materials. If non-IC rated, the fixture must be installed with a ~ 3" clearance from iasulatioa I ~ Skylights: 1 Mi*;**+um iasularion requirement for sleylight shafts equal to or geater than 12 inches is R-14. I ' ~ Vapor Retarder. Required on the warm-in-winter side of all aon-ventcd framed ceilings, walls, and rioors. I ~ Materials Identifica4ou: ~ Matarieis and equipment must be insralled in accordance with the manufacwrefs installation instructions. [ l. I Materials and equipment muvt be identised so that complianee can be deternilned. L l I Nlanuiacturer manuaLs for all installed heating and cooling equipment and service water heating ~ equipment must bc provided. f] I Insulation R-valuns, glazing U-facwn, and heating and cooling equipment efficiency must be cleerly J markcd oa the building plaas or specificarions. SRN-18-2007 12:25 215 736 9774 P.13i14 . I ~ Duct Insulatiun: ~ Supply ducu in uncon&tioned attics or outside the building must be iawleted W R-11. Return ducts in unconditioned attics or outside the building must be iasulated to R-5: I Supply ducts in unconditioned spaces must be insulatcd to R-11. ~ Renun ducts in uncondi[ioned spaces (except basemenu) must bc insulated to R-2. I l IWhere exterior walls are used as plemmis, the wall anut be insulaud to R-11. ~ Insularion is not required on reauu ducts in hasements. ~ ~ DuCt Construction: I Duct connecrions m ftanges of air dism'bution system equipment must be sealed and mechanieally fastened. ~ All joinu, seams, and connections must be seaurely fastened with welds, gaskets, msstics (adhesives), ~ masric-plus-embedded-fabric, or mpes. 7apes and mastics must be rated LJL I81A or UL 181B. ~ ExcePrion ~ Continuovsty welded and locking-type longitudinal joints and seams on ducu ~ opcxatiag at less than 2 in. w.g. (500 PS). ~ The HVAC system must prmide a me.ws for balaaciag air and weter aysums. I ~ Temperature Controk: ~ Thernwstats are required for each separate HVAC system. A maaual or automatic means w ~ paraally resffict or shut off the heating and/or cooling input to each zone or floor shall be pmvidzd. I ~ Service Water Heating: ~ Water heaters with veriical pipe risen must have a heat tap on both the inlet and ouflet unless the ~ waeen ccatcr has an integal heat trap or is part of a circulating sysiem [ 7 I Insi+late cuculating fiot water pipes to the levels in Table 1. I . ~ CircWating Hot Water System9: ~ Iasulau cireulatiag hot wacer pipes W the levcls in Table 1. I ~ SwimNing Pools: ~ All heated swimming pools musY have an odoff heatu switch and require a cover uuless over 20% ~ of che heating energy is from non-depletable sources. Pool pumps requae a time clock ~ I Heating and Cooliug Piping InsWation: I l IHVAC piping conveying fluids above 105 °f or chilled fluids below 55 °F must be insulatcd to the J levels in Table 2. b JAN-18-2007 12:25 215 736 9774 P.14i14 Table l: Minimwu Insulation Thickness for Circrrlating Hot Water Pipes. Lsil2tion T'hic nea in nci+ec by Yioe Siz?c Hcated Water Non.Ci±rulatina Runp i L dgti B M9ins and Ej}poLjS joMremre ! F1 Un to 1„ ]jp to 1.25" 1.5° to 2.0" Qver 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 ioo-iaa o.s as os 1.0 Tahle 2: Minimum Insulatian Thickness for HVRC Pepws. Fluid Temp. In<nlarion Thicimess in inchec_ byPimc Sizes Pjplpe Svsum Tvnes $gpec ( ,F) 2" Runouu 1" and n c 1.25" to 2" 2-5" to 4_ Hea6ng Systems Low PtessurclCcmperature 201-250 1.0 1.5 1.5 2.0 LowTemperature 120-200 OS 1.0 1.0 1.5 Steam Condensate (for Ceed water) Any 1.0 1.0 1.5 2.0 Coodng 5ystems Chilled Water, Refriguant, 40-55 0.5 0.5 0.75 1.0 aad Brinc Below 40 1.0 1.0 1.5 1.5 a NOTES TO F[ELD (Suildiag Departznent Use Only) TOTRL P.14 2007RESIDENTIAL BUILDING rExMrT nrPLicaTrorr City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New ConsWdion Reauirements RemodellReoair Reouirements Office.Use.OnN 3 registered site surveys showing sq. fL of lot sq. ft of house; and all roofed areas 2 copies of plan showiig footings, beams, joists Ced of Survey:Recd _ Y_ N (20°h mazimum lotcoverage allowed) 1 set of Energy Calcula6ons for heated addiGons Soils Report . _Y: _ N 1 Soils Report itproposed building is to 6e placed on disturbed soil 1 site survey fw additlons & decks TFee Pres Plan Recd -_Y _N_ 2 copies of plan showing heam & window sizes; poured found design, etc. Adddion - indicafe rlon-sife sepGc system Tree Pres Required _Y N 1 set of Eneryy Calculations On-site Septic System _ Y_ N 3 copies of Tree Preservation Plan if lot platted after711193 Rim Joist Defail Op6ons selection sheet (buildings wM 3 or less units) Minnegasoa mechanical ventila6on form Plans are considered ublic information unless ou state the are trade secret and the reason. Date Construction Cost OOb Site Address ( c-~1,92 llJ 6LL I L) G Te n 1 UniUSte # Description of Work ~P6 pl_.. Multi-Family Bldg _ Y k N Fireplace(s) _ 0 _ 1 _ 2 PropertyOwner ~oMU~I 6L Telephone#(fd'Z ) %-7 02 rd ~ ~ Contractor Address (27ri OAK p&Rt,~ 1-2~ L-Vi~ City 3~A%NE- State M~I Zip S Sv~l Telephone #(~~'Z ) 23`t -'-~y9 ~ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission type) Submitted Submitted . , . Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan2 _ Y _ N If yes, dote and address of master plan: Licensed Plumber Telephone # ( ) Mechanical Contractor Telephone J Sewer/Water Contractor Telephone ~ I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. -~Ybh~~j ff l..m~ LL Applicant's Printed Name App icanY Signature DO NOT WRITE BELOW THIS LINE y Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ~ 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. AI[ - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screenlgazebo/pergola) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvpes ? 31 New ? 35 Int Improvement ? 38 Demolish Inte(or ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg) - Give PCA handout to appliwnt DeSCriptlOn: WaterDamage_Yes Valuation ~ -1) 6'0.~o Occupancy MCES System Plan Review 100% or 25% Code Edition Census Code y 3y Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) Sheetrock _ Footings(deck) FinaVC.O. _ Footings(addirion) FinaUNo C.O. _ Foundation HVAC _ Drain Tile Other Roof _ Ice & Water _ Final ~ Pool ~Q Ftgs Air/Gas Tes[s X Final _ Framing _ Siding _ Stucco Lath _ Stone L.ath _Brick _ Fireplace R.I. AirTest Final Windows Insulation Retaining Wall ' Approved By: ~B ilding Inspector - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Base Fee Surcharge Pfan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total I" POOL PERMIT - APPLICATION SUBMITTAL REQUIREMENTS Address: 1in Applicant Name: ~ Y 'ej ~ A GENERAL INFORMATION s U x ¢ ~ o z a Applicant name and contact information ~ ? ? Property owner name ~ ? ? Address of property ~Y ? 0 NoRh arrow, scale (1" = 30' or 40') ~p' Site Plan, drawn to scale showing location of house, pool, and other exisring or proposed structures, including retaining walls. ~21' Location and name of all streets adjacent to property ,,p Directional drainage arrows (existing and proposed) ELEVATIONS Existina ~ ? ? House corners ~3 ? ? Property corners ?A ? If applicable, ground elevation at each end of retaining walls and at walPs greatest height Proposed A ? ? Finished pool deck comers ?,16 ? Top of proposed retaining walls (if any) and at each different elevation (if it changes) ,21 ? ? Pool bottom (or max. depth) DIMENSIONS Existina ~ ? ? All property/lot lines R( All Easements on the property Proposed ,A ? ? Pool m?? Pool plus integrated deck/patio 0' Shortest distance from outside edge of pool deck to lot lines and house Reviewed: N , e Date G:FORMS/Pool Pennit ChecklisV02-13-07 Certificate of Survey TOLL BROTHERS ? ' 1400 Corpotate Center Curve oF , Eagan, MN Zip 55121 1462 VJELLINGTON WAY 3:1 N9acimum Slopes ar Ple ?a'srsing Wall WiR Ba Required ~ ~ 4-, 35 ' WEL iNs~ALL EROSioN 00, GT pN ~ oR soD PROWIDE AND MAiNTAiNi L ~ M s8 0 ~ ' ! • t q 6 3Sl „ ~ WA Y INI,ET ROTECTION UIVTIL 988.4 983 FINAL RF IS ESTABLISHED 3 O~ O. 9 ~ o > r ' x 7 I 30 , ' g5 ^ ,~v 4 a2.5 r N~t~ Top I.P.= J 0.~, 1\ ~ ^ . 988.70 T47 g19 4 p` 00 ! i o I 2. } N 77.0 0~j81.\- ~ R KeKSlub` S. .'forY ontl 1 ' Q 30 ~ ~ uu I,^ ProPOSetl ';sto p~an 'a' SCALE~ Co 90ro4e i a.az, sloo~Mcvn(, ` T-., 31,?»~ Z.O ~ N 12.Z9M 20.00 zao zg A I c. io 9 labg I~ . . ~ Ip PrpPOS@d h 12.5 ~ Ivi 4 Poured °~Se ~3p•82t ^I Q^ olkout p basemen( a BENCHMARK TpP 1 p= tp Top Nut Hydrant Lot 1, Block 5, Steeplechase of Eagan ' 982.58 12'29„ Q5 98p9 DOS rj. 33 „ o Elevation = 983.60 feet (NGVD 1988) i N K } 9ap1 2) .1 98().% I L^30.1p!` _ ~ ~+J~ . ~ O~ I l ~ . jI 29.8~ SITE BENCHMARK ; h~ 0i I+~" Top of offset IP opposite northeast 0 f~ ^ x eob ~ *9~9 r~ m^ corner of building envelope. Elevatlon = 963.88 feet ~ - 19,45 ~ Y r la o 1 p ~ I &v INSTAI.` _ /l AREAS 51 o N PERIMETEIt COI~ITROL PROP05ED Area of Lot 1, Block 5= 19,469 Sa. Ft. _ o , Proposed House = 3,235 Sv. Ft. 10 VVED Propoeed DflVeway = 905 Sq. Ft. ~ o - _ _ ~ ' • I 1Percant of Lvt Coverage= R 97 ' ~ ~rry e . I ~~.1 \C BD. S~22 lo 7 84 49 ~ . s~ ?ws ECYPOR9s 0p~~g~ . ~ S66 45'03 LEGEND WO HoUSe Iron monument found r-= Dralnage Direction ht o= Iron monument aet and marked -640- = Proposed 10' contoura from grading plan Gpra9e rl9 wlth Ilcenae No. 23968. -842- = Proposed 2' contours from grading plan Minimum lowest floor 0 = Offsat Iron -840- = Existing to' contours elevation = 980.1 -saz- = Existing 2' contoura = Dralnage & Utllity Easement - < - = Exlating sanitary sewer eoo.o = Exlsting Elevatlon = Exfating atorm sewer Proposed elevatlon from grade i-= Exlsting water or development plan p= Sanltary manhole oa = Gnte valve 7NEwED Qµ.Bearings shown are assumad -Qm ° Hydrant EAGAN ENGINEERING DF.PT. San. Sewer Stub Elev.= 974.7 ~ = Catch'Basln L o t 1 ~ B I O Ck 5 PROPOSED ELEVATIONS Garage floar elev. = 988.7 Top of block elev. = 989.0 S T E E P L E C H E Loweat floor elav. m 980.3 O F EAGAN Drawing Flle: 700\L1.85 OWG DAKOTA COUNTY, MINNESOTA Project No. 03-730-L Subject to easements of record, if any. Tou eros. code= # zs, ao# 1489 ~ ?uluth, MN. I hereby certify that this survey, plan or report was prepared by Hibbing, MN. me or under m direct supervision and that I am a duly Registered Ham Lake, MN. Land Sur under the I f the State of Minnesota. RT_jK Minnetonka, MN. ~ INCORPOIUITED Phone: (952) 933-0972 June 2, 2006 ~ Fax: (952) 933-1153 Kur M. Kisch, MN License No. 23968 Date www.rik-kuusisto.com 6110 Blue Circle Dr.•Suite #100 •Mfnnetonka, MN. 55343 Jun 02, 2006 8:31am T;\ioll 6rothers\2003730M\CERTS\Lo1 Cer1s\C0py-of-718-U.65.dw9 07/03/2007 xUS 7:28 FAX 2001/603 vr sRauN h J NTERTEC _ ~.-ransmittal , . Ifn~,-. . . . . . =~.cS:':::~;'a . . To: Tom Miklya Fax Number: 651-675-5694 ~ 4 . Fmm: Henry Vloo im, RF'~~ ~ Phoae Number: 952-995-2238 Date: July 3, 2007 Number of Pages: 3(including cover) t Here are the compaction tests we took under the pool at 1462 Wellington Way. ~ ~ . Henry Vloo, PE Associate-SeniorEngineer hvloo@braunintertec.com 'frAE -.u« .a'. i ='~6 m~ x` Please advise if you have received this communication in error, ° ~:°~x Brann Intertec Corpora(ion 11001 Iiampshire Avenue South H Minneapolis, MN 55438._`.:. Phone: (952) 995-2000 Fax: 995-2020 Providing engineering and environntental solutionr since 1957 O U • w N BRAV N FieldCompaction'Cests ReportDate: 5131/07 y Test Method ASTM b 2922 ° ea INTERTEC ~ Braun Ins[rumeN Standard Standard ~ ClienL• , Project: Make Model ID Densiry •Moismrc Aqua Pools BL-07-02569 Troxler 3430 35264 2,565 701 ~ 1225 Oak Pazk Boulevard Proposed Pool Blaine, MN 55045 1462 Welllington Way Eagan, MN . . Wet Water [n Placc Relative Specified . Retest Densiry Content Moisture in Place Dry Compaction Minimum Comments Test Mode Probe Braun Test Of Dace Soil ID (pcQ (pcO % Densiry (peO Compaaion (°h) (see key) (see key) Depth (in) Instrument ID Field Technician l 5/29/07 P-0 1 136.0 11.0 9 125 96 95 A DT 12 35264 Kollmann,Kaleb - - 2 5/29/07 P-0 1 136.0 10.0 8 126 99 95 A DT 12 35264 Kollmann,Kaleb 3 5l29/07 P-01 139.0 14.0 11 125 96 95 A DT 10 35264 Kollmenn, Kaleb Key. ' A= Te;t results comply with apecificadons DT = pirmt Transmission B- Test results do not r.omply with speci5carions BS = Back Scaaer C e Tat rcsul6 comply with air,vaids specificauons - Optimum Maximum Lab Dry Test ID Test Location Location DescripGon Eltvation Refrrence Elevation Soil lD Cfassification Moismre °/a Densiry (pef) 1 Structural Fill: Other. Pool Backfill, 7'S, IO'E of SW Comer Gnished b~~ nt flaor = 976 P-01 SM 8.8 130.4 of Pool 2 Structural Fill: Other . Pool Sackfili, 5'S, 20'E of SW Comer - finished bagement noor= 979 of Pool ~ qS"ra . 3 Swcturai FiII: Othm Pool Backfill, IOTf, 5'E of S W finished basement floor = 975 Comer of Pool ~ Vloo, Henry I appmve the document May 37 2007 - B 0 fienry Vloo N - Ve:. 2.5 fonGden[ial znd Pmprietary Page L of I w 07/03/2007 TUE 729 FAX 0003/003 Moisture-Density Relationship 137 132 TS, 427 U 0 ~ .N C N V ~ 122 ZAV for Sp.G. _ 117 2.65 - - - - - - - - - - 112 - - - - IHM 3 5 7 9 11 13 15 Watercontenl, % Test specification: ASTM D 698-00a Method B Standard Oversize correction a lied to final results Elev/ Glassification Nat. °o' 9`' < Depth USCS AASHTO Mast. Sp.G. LL P~ 316 in. No.200 SM 2.65 8.0 233 TEST RESIlLTS MATERIAL DESCl21PT[ON Silty Saod, fine gained, brown Maximum dty density = 130.4 pcf Optimum moisture = 8.8 % Project No.: BL-07-02569 Client: Aqua Pools Remarks: Project: Proposed Pool Eagan, MN Specific Gravity was assumed. HV On-site • Source: Sampte No.: P-01 05/30/07 BRauN° INTERTEC 755-7-/ • 2007RESIDENTIAL BUILDING rExnuT arrracaTioN City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 ~ New Construction ReQUirements RemodebReoair Reuuiremenls Office Use Onlv 3 Bgistered site surveys shaxing sq. ft. of bt sq. R of house; and all ioo~fed aieas 2 capies of plan showing footings, beams, joisb CeR o( Survey Reoi _ Y_ N (200/o maximum lot coverage allowed) 1 set of Energy Calculations fir healed additions Soils Repod _ Y_ N 1 Soils Report if proposed building is to be place0 on dis[urhed soil 1 site suney for additions 8 decks Trea Pres Plen Recd _ Y_ N, 2 copies of plan showing beam 8 window sizes; poured found design, etc. AddRion - imlicate ifon-sde sepfic system Tree Pres Required _Y _ N 1 set of Eneigy Calculafions . On-site Septic Syslem _Y _ N 3 wpies of Tree Preservation Plan if lot platted a(ter 711193 Rim Joist Detail Options selection sheet (buildings wdh 3 or less units) Minnegasco mechanipl yentllation form Plans are considered ublic information unless ou state the are trade secret and the reason. Date 2 2/ ~2/ Construction Cost z Site Address ~V/, G [.U F ~ ~i /~G/lJ(Q Ui~/ UnidSte # DescriptionofWorkQ~T e2/L Multi-Family Bldg _ Y v N ' Fireplace(s) _ 0_ 1 _ 2 Property Owner ,~K~~ Telephone #(z ) 6 G ~ Contractor S ( o(/ C:- Address 2~~dW q 7 City /1-G/~ State Zip ~Z Telephone # "l V y _ Zf 6~0 4 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateaorv 1 Minnesota Rules 7672 Energy CAde Category . Residential Ventilation Category 1 Worksheet , • New Energy Code Worksheet submissiontype) Submitted . SubmitDed • Energy Envelope Calculations Submitted ' ` . In the last 12 months, has the CiTy of Eagan issued a permit for a similar plan based an a'master'plan?, _ Y _ N If yes, date and address of master plan: ~ Licensed Plumber Telephone ) Mechanical Contractor Telephone ) Sewer/Water Coniractor Telephone ) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and wark is not to start without a pernut; that the work will he in accordance with the approved plan in the case of work which re uires a review and approval of plans. p[EC 0WED S C D 7 1 6d2J)1Sc; v 4LV Al-vt ZL~ J U N 2 1 2007 Applicant's Printed Name Applicant's Signature ~ DO NOT WRITE BELOW THIS LINE Sub Tvqes ? 01 Foundation O 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ~0 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 EM. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo/pergola) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es 31 New O 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 Windows/Doors ? 34 ReplaCement 'Demolition (Entire Bldg) - Give PCA handout to appliwnt - D@SCI'iption: Water Damage _ Yes Valuation ~ ~p.~ Occupancy ~~-3 MCES System Plan Review 100°/a or 25% Code Edition Census Code Zoning City Water , SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width REQUIREDINSPECTIONS _ Footings (new bldg) Sheetrock _ Footings(deck) FinaUC.O. _ Footings (addirion) ~O FinaUNo C.O. _ Foundation HVAC _ Drain Tile Other Roof _ Ice & Water _ Final Pool Ftgs AidGas Tests Final Framing Siding _ Stucco Lath Stone Lath Brick ~ Fireplace R.I. e AirTest ~O Final _ Windows Insulation , Retaining Wall Approved B B ildin9 InsPector - -----L Fee - Base Surcharge Plan Review F ~ MC/ES SAC CitySAC G ~pp ~ tZL° ~ `i~'~1'e n Utility Connection Charge ' S&W Permit & Surcharge Treatment Plant License Search Copies Other Total Certificate of Survey TOLL BROTHERS : . 1400 Corpotate Center Curve oF Eagan, -MN Zip 55121 F ~ 1462 WELLINGTON WAY pr;;;,ximiIm Siopes crr u;~:::aining WaII INill Ba Piequired _J ~ a- 1 3S. WEL . aNs~ALL ERosiON R?oo oo~ =T pN oR SoD PROVIDE AND MAWTAIN C 1 ees. ~ o <.s d_ I~- - WA Y INt-Er ROTECTION UNTIL, 9ge 4 v ~ 9B3 9 3~ 3 J FINAL RF IS ESTABLISHED .O1 op > D`~ I g5n 5?~. g2$ ~ N01%~'. ~ ~ ~ I O 3 `U( O tJ ~ J 4 v6~ L(~ ToP I.P.' 1V 41 988.70 ~ 8l' 4 I 7.M1 ry 22.0 p 98I., _ ~Woferr~j o{Sonilor Q ~JD RCK'KUUSb Per Y oqy r 9ofo°getl ~1.~y~ rao-p~ on a~aT~o-` 31.2~f/a' SCALE IN FEET . a.o 9e ~ N i7.19 ro ~ 20.Op I? 28C _ . 1 o•. io 9g I 68 .I ~ lo J p~aPOSed h ~17.5 8 I 1 a. . I Ivi 9 Poured ~use 821 r a~ walkou t bosement o BENCHMARK TaP I.P.= ~ 0 1` 'N I Top Nut Hydrant Lot 1, Block 5, ' 982.58 C ~ v) U Steeplechase of Eagan ~ 0 08 7Z'34 o' ~ 3 0 722,22912.5 yg09 Elevation = 983.60 feet (NGVD 1988) 1 - .t,~ i N~ p2 9gp1 = L_~ep~_ gg0.\ ~ ,-30.1p~ lq8~ •`J ~ ' O~ N 9.8 SITE BENCHMARK Top of offset IP opposlte northeoat M9~99 ~ P V corner of bullding envelope. Elevatlon = 983.88 feet Cr1 - c ~ 9 4s ~ ~ r ~ F zr~~ 6 a I N' I.° _ 'ty x9~a I W o W I °v tr ]D ~a ~ a / ,66 m PROPOSED AREAS ~ Pv 1lVSTA~~ 51 o o PER9t~ETER 9' Areo of Lot 1, Block 5= 19.469 Sq. Ft. Proposed Houae = 3,235 Sq. Ft. 10 WCD Proposed Drivsway = 905 Sa. Ft. Percent of Lot Caverage= ° 9ao. ~ ~AZ~IA \ (34.4 ~ IN 2 )p 7 ECTIOMS s5's „ - omsIoM \ \ I V I l. li r =1 . LEGEND BUILDIFlG IPISPECTIONS DINVSIOM 0 = Iron monument found ° Dralnage Directlon WO HOUS2 p= Iron monumant set and marked -840- = Propoaed 10' contoura from grading plan Garage right wlth Ilcense No. 23968. -842-= Proposed 2' contours from grading plon Minimum lowest floor a = Offset fron -840-= Existing 10' contours = Dralnage & Utlllty Easement -842- Existing 2' contoura Slevation = 980.1 = Existing sanitary sewer IEWED sao.o = Exlsting Elevation = Existing storm aewer oo. = Proposed elevation from grade - I Exlsting water or development plan Q.= Sanitary manhole g. • ,~y~~/~ ou = Gata valve pu , 0~j Bearings shown are assumed Hydrant EAGAN ENGINEERING DEP'G San. Sewer Stub Elev.= 974.7 Catch Basln LO"t 1 BI O C k 5 PROPOSED ELEVATIONS Garage floor elev. = 988.7 S T E E P L E C H AS E Top of block elev. 989.0 Lowest floor elev. = 980.3 O F EAGAN Drawing File; 700\L1.B5 DWG DAKOTA COUNTY, MINNESOTA Pro;ect No. 03-730-L Subject to easements of record, if Qf1y. Toll Bros. Code= p zs, Ao# 1489 ~ Duluth, MN. Hibbing, MN. I hereby certify that this survey, plan or report was prepared by ~ MiHnanmetonkaLake. MN. me or under m direct supervision and thot I om a duly Registered , MN. Land Sur, under the I f the State of Minnesota. ~ (77INCORPORATED Phone: (952) 933-0972 June 2, 2006 Fax: (952) 933-1153 www.rlk-kuusisto.com Kur M. Kisch, MN License No. 23968 Date 6110 Blue Circle Dr.•Suite#t00•Minnetonka, MN. 55343 i Jvn 02, 2006 8:31om I T:\TOII 9rolhers\2003730M\CERTS\lol Cer1s\Copy-af-718-1L85.dwg ' ' r - F1462 ificate of Survey TOLL BROTF-BERS. 1400 Corpotate Center Curve OF Eagan, MN Zip 55121 WELLINGTON WAY ' 3;1 M,_,xinyum Slopes or u-;~J ~:aining Wall VVil6 Be Elsqu6red ~ ~ 75 „ • N 6N5TAi.@, EORS~OD WEL GT ON PROVIDE AND MAINTAIN WA Y INLET ROTECTION UNTff., 999.9 9,3.9 > 1FINAL RF IS ESTABLISHEI) aes. a i R= " , } ~ QO t J O7 I_ . ~ e5n ,53 4 szs N O O 3 4 w Ile ~ 1I 1 ~ ` `U, • ~ T6aI.P~ ~il 1041 99 0`~ 9ea.70 s a ~ ~~ecol;on 0 30 22.0 Wate~ ,q~ Of Sonilor 7 ~ RLK_K u6 Per Y ontl 1 5CAL~FEET , p` ~y~ ~ l ~usiJlo Plo II I~ P'OPosed ~ 1~.9 n9i^g~ .3~, 2 9ora ~ z~ too mconl. 4 2.0 ge / 20,~p 28 ~ H ~7.1sm 9g~.W ~ O I o - I 869 ~ / ~ IIoJ'--J 9rOAosed ha~se 12.5 82L ~ m Oure Inl Q o` olkout bosement 0 Top Nut Hydrant Lot 1, Block 5, ToP ' P ~ ~ BENCHMARK Q~D ~ j~ ~ I I Steaplechasa of Eagan Elevation = 98J.60 982.58 _ 0 108 r ia.aah feet (NGVD 1988) 7I.3.1 a 11.04 ^ ol7.?9.i 11.5 q8~9 ' ~V -30. tQ~ I p. 1 y.\_ q 0 q\ 1 g~~ 0.\ J w Ix9ep2 N '~g24•oo &0 SITE BENCHMARK ~ , , 29•e ` O~ Top of offset IP opposlte northeost M9~99 u ry P U corner of bullding envelope. 2 Elevatlon = 983.88 feet a I ~ ~ +<'~';;nq~ 19, 46 • ~ .7 ~o °mS..n z~9g.~/ /r-~+~f I7r1 , I p l v.l I° a 10 ° E `61 p~~H~ ~e ~ROL m PROPOSED AREAS 'NSTALL sl o~ PER9MSTER' ' a,reo of Lot 1, Block 5= 19,469 Sa. Ft. o v EA N Proposed Houae = 3,235 t-- ~ W~"D Proposed Drlveway = 905 Sq. Ft, ro . r ~ Percent of Lot Coverage= 9eo:' _ ~2 2 ~p 7 \ 84 Ca~l~~l INS ECTIpNS D~yjg 56 + LEGEND BUILpIFlG INSPECYION DBdI 0~ Dralnage oirect~on . = Iron monument found WO HoUSC O= Iron monument set ond markad n proposed 2' contours9f om g9admg9pPann Garage flght wlth Ilcense No. 23968. -840- = Exlsting 10' contours Minimum lowest floor Offset iron -842-= Exlsting 2' contoura elevation = 98~•~ Drafnage & Utility Easament _ s Exlsting sanitary sewer eao.o = Exlsting Elevatlon = Exlsting storm sewer ~ ~ - oo.o = Proposed elevatlon from grade -I = Existing water Sanltary manhole or development plan ~ - = Gate valve B~ - = Hydrant 7 O Bearings shown ore assumed ~ = Catch Basin San. Sewer Stub Elev.= 974.7 EpC',AAt ENGiNEERING AEP1: Lo~ ~ B' ock 5 PROPOSED ELEVATIONS ~ Garage floor elev. m 988.7 S T E E P L E C H AS E Top of block elev. = 989.~ Lowest floor elev. = 980.3 0 F EAGAN Drawing Flle: 700\L1.135 DWG Project No. 03-730-L DAKOTA COUNTY, MINNESOTA Toll Bras. Code= # 29~ AO# 1489 5ubject to easements of record, if any. Duiuth, rvirv. ~ Hibbing, MN. me or under m direct supervision lan and or tha re I ort am was a pre duly pored by Registered Ham Lake, MN. Land I hereby Sur certify that under the this survey, p Minnetonka, MN. I f the State of Minnesota. ~ cNCOaroanTSD Phone: (952) 933-0972 ~ ~Fax: (952) 933-1153 June 2, 2006 W_rik-kuusisto.com Date 6110 Biue Clrcle Dr. -Suite #100 • Minnetonka, MN. 55343 Kur M. Kisch, MN License No. 23968 Jvn 02^ 2006 8:31am^ `rcor<~i~i c.ri.\Cnnv-af-718-L~.95.dwg Address: 1462 Wellington Way. Permit: 73858 Zip: 55123 ` 3 /,~w,7 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON Yes No Coxnxnents Final ade - 6" from sidin Permanent ste s- ara e Permanent ste s- main entry Permanent drivewa ? Permanent gas ? Retainin Wall or 3:1 MaY Slo e ? Sod/Seeded lawn ~ TraiUcurb dama e ~ Porch Lower level finish ? Deck ? Fir lace tAAM R • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the ouuide lawn Faucets before freeze potendal exists. • Call the City's Engineering Deparhnent at 651-675-5646 prior to worldng in right-of-way or installing irrigation system. V BUILDING IRSPF,CTOR.: c,464e ao sr 7S77C~ 2007RESIDENTIAL BUILDING rExMuT arrLicaTioN `30100 , City Of Eagan eOpjes ~Z. a0 3830 Pilot Knob Road, Eagan MN 55122 ' Telephone # 651-675-5675 FAX # 651-675-5694 New Construd'ron Reouiremenls RemodeVRenair Reouirements Offi Us I - 3 regislered site surveys showing sq. ft of lot sq, ft. of house: and all roofetl areas 2 copies of plan shaxing footings, beams, pisfs Cert o( Survey Recd _Y _ N (20%maximumlotcoverageallowed) 15etofEnergyCalcula6onsforheatedaddNOns SoilsRepoR _Y _N 1 Soils Report 'rf proposed building is to be placed on disWrbed soil 1 site survey for additions & decks Sree Pres Plan Recd _Y _ N, 2 wpies of plan showing beam & window sizes; poured found desgn, etc. Addition - indicete ilon-srte sep6'c system Tree Pres Required Y N lsetofEnergyCalculations OnsiteSeplicSystem _Y _N 3 mpies of Tree Preservalion Plan if lot platted afler 711/93 Rim Joist Detail Options selection sheet (buildings with 3 orless uniLs) Minnegasco mechanipl ventilaGon (oim ~ wihe r~~ Plans are considered ublic information unless ou state the are trade secret a eason. Date ~ C l~ l Z~id Construction Cos[ d(LiOc) • O 9 Site Address / ~ pZ b/e [ ~ /41 /22/t/ Inll-9 / UniUSte # Description of Work Q?Ce J(i2 Ada~V Cdn.CN,4 lp Multi-Family Bldg _ Y_ N Fireplace(s) _ 0_ 1 _ 2 Property Owner TahN j=P/z ~ Telephone ) 4"qFI Poslf Contractor [ S/~/?i C~ n. c 2 S Address /zzRS oqe f'A,,lr QZo(I ciry State M6Ii Zip SS'd y' Telephone #(6/Z ) 7 /!;7-21J'5~: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . Residenfial Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission lype) Su6mitted Submitted • Energy Envalope Calculatlons Submitted In the last 12 months, has ihe City of Eagan issued a permit for a similar plan based on a master plan8 _ Y _ N If yes, date and address of master plan: Licensed Plumber Telephone ) Mechanical Contractor Telephone ) Sewer/WaterContractor Telephone#( ) I hereby apply for a Residential Building Permit and aclrnowledge 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 pernrit; that the work will be in accordance with the approved plan in the case of F# L941WR liew and approval of plans. /r 7 JUL 0 6 2007 v CIrti K, %~x.,e-'' ~Applic licant's Printed Name ant's Signature App v DO NOT WRITE BELOW THIS LINE Sub Tvpes • _ ? 01 Foundation 0 07 05-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 ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex )i~ 18 Deck ? 23 Porch (screenlgazebolpergola) ? 36 Multi Misc. ? 05 03-plex O 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvpes ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ~c 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building• ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg; - Give PCA handout to applicant D@SCI'iptlOfl: WaterDamage_Yes Valuation 9 / 67 Occupancy MCES System Plan Review 100°k or 25% Code Edition Census Code Zoning City Water SAC Units Stories eooster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS Footings(new bldg) Sheetrock k. Footings (deck) FinaUC.O. Footings (addition) ~ FinaUNo C.O. _ Foundation HVAC _ Drain Tile Other Roof _ Ice & Water _ Final _ Pool Ftgs Air/Gas Tests Final _ Framing _ Siding _ Stucco Lath _ Stone Lath _Brick _ Fireplace _ R.I. _ Air Test _ Final _ Windows _ Insulation _ Retaining Wall Approved By: Building Inspector - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Base Fee Surcharge Plan ReviFw MC/FS SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total Certificate of Survey ko<~ TOLL BROTHERS ~ 1400 Corpotate Center Curve oF Eagan, MN Zip 55121 1462 WELLINGTON WAY 3:1 Maximum Slopee ~ Il or Rataining Wall WiU Ba Required ~ ~ II~ISTAfL~T OR sOD N PROVIDE AND MAIIVTkW 200. pp~! -=T pN 11 PxaTECrioN vrtT[L ~ YI~fipL,TpRF IS ESTABLISHED' . 9 a~. s S q. 5846~4"E ' Qa=8•'o ~ - AY O . 988.4 9e3.9 , .1 ~ g~J4 3,jy 9, ' ~ NO y p 1 Gotb 7• , 8 1 ' . 0 3 Tap I.P.= U Qj~~,9 0 988.70 8 ¢ I 7. ~ N 220 rS,~,al te~ Of Sa 0^ / O~ 30 RIg-Kuu9St pD; ^ y ond ' SCALE IN FEET nl~ 9o~POSed slo`o~mca ` T- - 3t.2 ro o °9e J N i7.za ^f. 20.00 o°m 28 1 qB~ r - o I~ o° ~g6.8 /llmo _ J-_J 9~op°sed house 12.5 -30,g2 ~ vj Poured ~ ^i a o Wolkout bosemenf 0 C) BrNCHMARK Top Nut Hydrant Lot 1, Black 5, Top I.P.= ~ ~ v ry ~ Steeplechaee of Eagan - 952.5e 008 2~'J~ Elevation = 983.60 feet (NGVD 1988) 1 Z q~p, '7~g0kt ~ ~ 99 1 ' N7 ~9ao' h SITE BENCHMARK O X 3S. 20.00 r/? tl' ~x9e~ lo' . ^ 29. ' I ~ 9 'rN CeJ 7op of offset IP opposite northeaet comer of bullding envelope. Elevatlon = 983.88 foet vY I ~r I 19,469 SF , a V t~' = o x9jg6 w . I ~a 1 . - ~ W ~l t~01 l =a ~a ~ PROPOSED AREAS l o ~IVSTe4LL 9, 1~ER:IMETER CONTROL Area of Lot 1, 91ock 5= 19,469 Sq. Ft. I Proposed Houae = 3 235 Sa. Ft. i Or~ Proposed Drlveway ~ 905 S. Ft. J~ Percent of Lot Coverage= io 9 ' ~ ~ 84.49 7~<.3~ S66'4510;3'E \ I v V 1 ~ V T L„q / - , LEGEND 0 = Iron monument found Dralnage Dlrectfon WO HoU9e p m Iron monument eet ond marked -840- = Proposed 10' contoura from groding Plan Garage right wlth Ilcenae No. 23968. -842- = Proposed 2' contours from grading plan Minimum lowast floor a = Offeet Iron -840- = Extating 110' contoura elevatfon = 980.1 - eaz- = Exiating 2~ contoure = Drainage & Utllity Easamant _ a Exiating aanl.tary aewer E W E D sso'o = Exlating Elevation m Exfating stortn eawer Proposed elevatlon from grade - I - = Exlsting water or development plan Q = Sanltary manhole g oa = Gate valvo ~ Bearinga ahown are asaumed '(X = Hydrant San. Sewer Stub Elev.= 974.7 = Cateh Baeln . LOt 1 5 B' aCk 5 PRO°OSED.ELEVATIONS Garage floor elev: = 988.7 S T E E P L E C H AS E TaP of block ele~. a 989.0 Loweat floor elev. - 980.3 O F EAGAN Drawing Flle: 700\L1.B5 DWG DAKOTA COUNTY, MINNESOTA Project No. 03-730-L Subject to easements of record, if any. Toll eros. Coda= ;y zs, noy 148e Duluth, MN. Hibbing, MN. I hereby certify that this survey, plan or report was prepared by tn Ham Lake, MN. e or under m direct supervision and thot I om a duly Registered Minnetonka. MN. La~d Sur under the I f the State of Minnesota. INCORPOAATED Phone: (952) 933-0972 June 2, 2006 11 ~ Fax: (952) 933-1153 Ku www.rlk-kuusisto.com r M. Kisch, MN License No. 23968 Date e110 eiuecircieor.•suue#100 •Mlnnetonka,MN.55343 au~ os. 2006 e:a,am `~~5v• T:\Toll erothen\2003730A1\CERTS\lot Cerls\CooY-of-TB-U.BS.dwg 01/30/2007 16:25 6128252303 RAY N WELTER HEATING PAGE 03/04 Date: 1/30107 Revision Date: 1/30/07 New Construction Site l,~ foynat;on Address 1: 1`/6s- 4A~ Project#: Address 2: Lot6L Block: City: County: Subdivision: Auplication Infonmation Business Name: Ray N Welter HVAC 1- 3~_0 7 N Cor?tractor License Contact Person: JOE Office Ph: 612-8256867 Fax: Celi Ph: Address 7: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Code: 55407 Hause Details Square Feet: 4940 sq. ft. Avg. Ceiling Ht: 9.5 fi. Number of Bedrooms: 4 Ventiletion : 6alanced Total Ventilation Capscity : 206 cfm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 130 cfm. Comhustion Anollanee Water Heater: Power Vent tnput BTUs: 80,000 IndependenUy Vented Fumace/6vifer. Direct VenUSealed Combustion input BTUs: 120,000 Independently Vented Other Comhustlon Ao,pliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s)_ No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equiqment Continuous Exhaust Veritilation Capacity (Cfrn): NA Cfothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 300 Make-Uo Air No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Met. Applicant Name (print): /.,~,/tc- /fr~.f• ~ Signature/Date: sr~ - ~7 , Code Officiat (print): Signature/Date~ 02004 CalterPoint Energy hlinnega9co. 2004 Mechanical Code Quidelines. pege I CERTIFICATION OF PURPOSE OF SECONDARY KITCHEN FACILITIES WITHIN SINGLE FAMILY DWELLING duty sworn and under oath, certify that I am the Owner of the one-family detached dwefling as defined in Section 11.03 of the Eagan City Code located at 1462 Wellinaton Wav. Eaaan. MN 55122 and legally described as Lot 1 Block 5, Steepiechase of Eagan, PID #10-72540-010-05. A building permit application has been submitted on my behalf to the City to enlarge, alter, improve, remodel, andlor finish the above-referenced dwelling, or a portion thereof, to include the installation of facilities for a secondary kitchen within the dwelling. The secondary kitchen facilities to be installed under the building permit are for the sole purpose of providing cooking and food service facilities for private entertainment of guests by the property owner at the dwelling. I acknowledge that the Eagan Zoning Code prohibits the existence of a second kitchen facility within a dwelling unit to serve a complete, independent and secondary living or housekeeping use within the dwelling. I certify that the instaliation of the secondary kitchen facilities under the buildiRg permit is not for the purpose of providing a second complete, independent and separate living and/or housekeeping unit within the dwelling. Dated: 2008 Owner's Signature Subscribed and sworn to before me this day of 2008. Juue a. srnID Notary Public 't+or~~-~NN_sora MyCammisdmfx~resJan.31,2010 I hereby verify that the above said Certification of Purpose of Secondary Kitchen Facilities Within Single Family Dwelling was recorded at the County Recorder's Office on , 2008. By: Its: THIS INSTRUMENT WAS DRAFTED BY: City of Eagan Community Development Department 3830 Pilot Knob Road Eagan MN 55122 v a s ~ a E ~ T V _T 0 ~ ~p c°U 0 v ~ S o 9 0 o~v w 3~ u C EZ. N I.J o O a c a~i a ~ r rn A oU N co a am? f0~ W ~~J gi) v o N«~' o F- nl ~ y% C . O p 0 O U . N m I L U R ~ U V CERTIFIGATION OF PURPOSE OF SECONDARY KITCHEN FACILITIES WITHW SINGLE FAMILY DWELLING duly swom and under oath, certify that I am the Owne of t e one-family detached dwelling as defined in Section 11.03 of the Eagan City Code located at l^~~ ~ and legally~ IZ Z A described as Lot L, Block S~ P I D #10-_ ~~Z A bullding permit application has been submitted on my behalf to the City to enlarge, alter, improve, remodel, and/or finish the a6ove-referenced dwelling, or a portion thereof, to include the installation of facilities for a secondary kitchen within the dwelling. The secondary kitchen facilities to be installed under the building permit are for the sole purpose of providing cooking and food service facilities for private entertainment of guests by the property owner at the dwelling. I acknowledge that the Eagan Zoning Code prohibits the existence of a second kitchen facility within a dwelling unit to serve a complete, independent and secondary living or housekeeping use within the dwelling. I certify that the installation of the secondary kitchen facilities under the building permit is not for the purpose of providing a second complete, independent and separate living and/or housekeeping unit within the dwelling. Dated: / ;~yz/~ 2008 L r-, Owner's Signature Subscribed and sworn to before me thisc7*7 day of 2008. j - _Aj JUIIEA.STR!D Notary Public ~~~C ~n37,M1A0 YyCanmia~n6cphm I hereby verify that the above said Certification of Purpose of Secondary Kitchen Facilities Within Single Family Dwelling was recorded at the County Recorder's Office on , 2008. By: Its: THIS INSTRUMENT WAS DRAFTED BY: City of Eagan Community Development Department 3830 Pilot Knob Road Eagan MN 55122 ~ Bldg Insp/Forms/Certification of Kitchen Facilities PL, MAv 0 5 2009 oocillla5- G76 jl FuLEn AB6TRACT COPY OAKOTA QOUNTY CERTIFICATION OF PURPOSE OF SECONDARY KITCHEN FACILITIES WITHIN SINGLE FAMILY DWELLING I, duly sworn and under oath, certify that I am the Owne of t e one-family detached dwelling as defned in Section 11.03 of the Eagan City Code located at and legally described as Lot L, Block S, S'/'~C~i~ a,/ '/~~l , PID #10- ~H~r ~~Z 1 . A building permit application has been submitted on my behalf to the City to enlarge, alter, improve, remodel, andlor finish the above-referenced dwelling, or a portion thereof, to include the installation of facilities for a secondary kitchen within the dwelling. The secondary kitchen facilities to be installed under the building permit are for the sole purpose of providing cooking and food service facilities for private entertainment of guests by the property owner at the dwelling. I acknowiedge that the Eagan Zoning Code prohihits the existence of a second kitchen facility within a dwelling unit to serve a complete, independent and secondary living or housekeeping use within the dwelling. I certify that the installation of the secondary kitchen facilities under the building permit is not for the purpose of providing a second complete, independent and separate living and/or housekeeping unit within the dwelling. Dated: ~~iliz 2008 _ - Owner's Signature Subscribed and sworn to before me this,_;'-Z_ day of , 2008. Q =JUUE Notary Pu blic Me~ I hereby verify that the above said Certification of Purpose of Secondary Kitchen Facilities Within Single Family Dwelling was recorded at the County Recorder's Offce on , 2008. By: Ics: THIS INSTRUMENT WAS DRAFTED BY: City of Eagan Community Development Department ~ n - 3830 Pilot Knob Road nE~ ll ~ f ~I I Eagan MN 55122 I n7 Bldg Insp/Forms/Certification of Kitchen Facilities 1 ~ C i~ifl`l ~J LI AF+R nocV9 sY Fu.W ~ ~ - A96TRACT COPY DAKOTA CpUNTv CERTIFICATION OF PURPOSE OF SECONDARY KITCHEN FACILITIES WITHIN SINGLE FAMILY DWELLING duly sworn and under oath, certify that I am the Owne of t e one-family detached dwelling as defned in Section 11.03 of the Eagan City Code located at ~460~ -p ~ and legally described as LotL, BlockS, S%'~G1.s~ c~~, PID#70- ~ A building permit application has been submitted on my behalf to the City to enlarge, alter, improve, remodel, and/or finish the above-referenced dwelling, or a portion thereof, to include the installation of facilities for a secondary kitchen within the dwelling. The secondary kitchen facilities to be installed under the building permit are for the sole purpose of providing cooking and food service facilities for private entertainment of guests by the property owner at the dwelling. I acknowledge that the Eagan Zoning Code prohihits the existence of a second kitchen facility within a dwelling unit to serve a complete, independent and secondary living or housekeeping use within the dwelling. I certify that the installation of the secondary kitchen facilities under the building permit is not for the purpose of providing a second compiete, independent and separate living and/or housekeeping unit within the dwelling. Dated: 2008 - Owner's Signature Subscribed and sworn to before me thisr;;1'L_ day of 2008. JULIE A STR!D Nota Public NOTARYPUSUC•t~rtNh=sorq rY MyCmnmwmFxpiresJan.31,20tU a~ I hereby verify that the above said Certification of Purpose of Secondary Kitchen Facilities Within Single Family Dwelling was recorded at the County Recorder's Office on , 2008. By: its: THtS INSTRUMENT WAS DRAFTED BY: City of Eagan Community Development Department 3830 Pilot Knob Road Eagan MN 55122 ~ DI Bldg Insp/FOrmslCertificatlon of Kitchen Facilities ~1PR 2 q ZOOP ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ^ ~ FO(OJfGEUSC ~ I ' City of EapIl ; Permrt # ~ Pertnit Fee: I~ O i ~ 3830 Pilot Knob Road ) Eagan MN 55722 ~ Date Received: Phone: (651) 675-5675 i Starf: I Fax: (651) 675-5694 i ( I 2008 RESIDENTIAL BUILDING PERMIT APPLICATIO Date: .0 Site Address: 'L- Tenant: Suite RESIDENT/OWNER Name: ~17 Phone4'e-/ d~3 9;?93 Address / City ! Zip: `°ti 9~~-- Applicant is: 11_1~ Owner _ Contrador TYPE OF WORK Description ofwork: e~ Construdion Cost: Multi-Family Building: (Yes NoA-1 CONTRACTOR Name: License#: Address City: State: Zip: Phone: Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672 Energy Code . Residential Ventilation Category t Worksheet • New Energy Code Worksheet Category Submitted Submitted (4 submission type) • Energy Envelope Calculations Submitted 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, daie and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer 8 Water Contractor: Phone: NOTE: Plaris and suppoRing documents that yousubmif are considered to be public information. PorYions of fhe information may be classified as non-pu6lic H you provide speciric reasons thaf would permit ihe City to ' conclude that fhe are frade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance wdh the ordinances and codes of the City of Eagan; that I understand this is not a permd, but only an application for a permit, and woric is not to start without a pertnit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X Fn) E ~p~MS 0 X ApplicanYs Printed Name 2008 Applican s a re Mal~ 1 ~ Page 1 of 3. , DO NOT WRITE BELOW THIS LINE sus TvPes ? Foundation ? 05-plex ? 16-plex ? Accessory Building ? Pool ? Single Family ? 06-plex ? Fireplace ? Porch (3-season) ? Ext Alt - Multi ? 07 of _ Plex ? 07-plex ? Garage ? Porch (4-season) ? Ext. Alt. - SF ? 02-Plex ? 08-plex ? Deck ? Porch (screen/gazebolpergola) ? Multi Misc. ? 03-Plex ? 10-plex ~~Lower Level ? Stortn Damage ? 04-Plex ? 12-plex ? Miscellaneous WORK TYPES ? New ? Interiorlmprovement ? Siding ? DemolishBuilding` 0 Addition ? Move Building ? Reroof ? Demolish Interior 1?6- Alteration O Fire Repair ? Windows ? Demolish Foundation ? Replacement ? Egress Window ? Water Damage ' Demolition (entire building) - give PCA handout to applicant DESCRIPTION: fI Valuation 0 '9Occupancy MCES System Plan Review Code Edition SAC Units (25°/a_ 100°/a ' ) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Const. Width REQUIRED INSPECTIONS Footings (new bldg) Sheetrock Footings (deck) FinaI1C.0. Footings (addition) X( FinallNo C.O. Foundation ~ HVAC . Drain Tile Other: Roof: _Ice & Water _Final Pool: _Footings _Air/Gas Tests _Final ~ Framing _ Siding: _Stucco Lath _Stone Lath _Brick ~ Fireplace:~,,R.l. \i Air Test Final _ Windows ~ Insulation Retaining Wall ~ Reviewed By: Building Inspector - - - - - - - - RESIDENTIAL FFES: Base Fee L r--,Il I I ~ ~ 01D Surcharge N/ ( Plan Review MC/ES SAC City SAC Utility Connection Charge S8W Permit & Surcharge Treatment Plant Copies Total Page 2 of 3 FF ii ....ii is 14 , ii I ii ii it "r-: tt.... ist} +! it to t ,, i{1 im 10 ' 7-1901 J 4 a z To- Q Q V N w 0 z BOARD z 0 0 2 • 1-UN0 .1 50112E Wom0�mow 3 NFA O NW z� z ID _ tY 4 c 6 "Ot'4 a1Wvizo IDU i---ceo 9_� tiaz InF ta V d ui 20 X302 ww wm-w i Z:3 8.202{ 133 WS.SWr:J 5 . 0 0.3 t -.t- Ln 2 Wry.. -'-'10.10X 00 0...,.a a I ''ta�?N WW rCti+ Jy, WIS00 [d0.-, yIDj-V'.r•. � XT�J • Lai1.':1:1!5:21'.:8-7-i: ':1 1 4 .; O �4 CtnZ 0 09 z=MDQ:= , 6: !� --•:j12 Q i;jg-a i6¢Qi Ng CP 0 Q 6�UM&.c LE 2 ii?_Or c>z v -Nr7, irC " tO tmtY co re) to tl 40' 3" 44'8 5/8" ---co co • to • 03 7nCA03CflLO �tV N CViI's.b.,¢. C3t00303 oo 0303 lo ca 04 C-4 - NI - -tOCOCDtOttlCO 1.1 -110 CO CD tO CO L LO SO n' d- NI' t+ r"- s- •- •- r- � °03 1 r�r s1- Cs! LO tO 0 Fr) PI fn It tai ..r <•-• . r�r�t.t 1 1 r: y�y tv till r a,.4- 03 Cillt9it0!0 i2<f�Cierr1�ii-!'"•'t ' t- xi x1 xI n1 x35 x • 1-UN0 .1 50112E Wom0�mow 3 NFA O NW z� z ID _ tY 4 c 6 "Ot'4 a1Wvizo IDU i---ceo 9_� tiaz InF ta V d ui 20 X302 ww wm-w i Z:3 8.202{ 133 WS.SWr:J 5 . 0 0.3 t -.t- Ln 2 Wry.. -'-'10.10X 00 0...,.a a I ''ta�?N WW rCti+ Jy, WIS00 [d0.-, yIDj-V'.r•. � XT�J • Lai1.':1:1!5:21'.:8-7-i: ':1 1 4 .; O �4 CtnZ 0 09 z=MDQ:= , 6: !� --•:j12 Q i;jg-a i6¢Qi Ng CP 0 Q 6�UM&.c LE 2 ii?_Or c>z v -Nr7, irC " Pool Equipment Specifications Customer 1 Contractor Data: rfAJC Customer Name Site Address Submitted by Pool Data: Pool Size Surface Area (sq ft) Capacity (gallons) Perimeter Piping Data: Suction Manifold Filter Skimmers Inlets Main Drain Discharge Hose Pool Heater Slide Grab Rail Steps Deck Box Maintenance Kit Safety Kit Electrical Fencing Work 1)2d 5-f- .9- 60 00 f- .-6000 1 1/2" Sch 40 pvc 2" pvc With Spears Valves Hayward 300Ib Sand Filter 2 hayward hayward 3/4" eyes (5) hayward anit-vortex 1 1/2" backwash Raypak 336,000 BTU at stepsfin wall ladder Included Included Phone No. Phone No. Turnover Rate Filter Rate Rate to Flow Type of Pool Return Pump & Motor Main Drain Direct Flow Footings Chlorinator Thermometer Diving Board Anchor Cups Pool Lights Vaccuum Kit Water Test Kit Deck Work Gas Line Wall Work Pool Cover Other: 8 hr 50-80 250-75 Steel Wall / Vinyl Liner 1 1/2" pvc Sta-rite 1 hp Hayward anti -vortex + pilasters 28 CL 200 Included Brass Hayward LED Included Included PERMIT City of Eagan Permit Type:Building Permit Number:EA162996 Date Issued:08/10/2020 Permit Category:ePermit Site Address: 1462 Wellington Way Lot:1 Block: 5 Addition: Steeplechase Of Eagan PID:10-72540-05-010 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Jon C Friel Tste 1462 Wellington Way Eagan MN 55122 Bradach Roofing, Siding & Seamless Gutters Inc 18267 Italy Ave Lakeville MN 55044 (952) 892-6015 Applicant/Permitee: Signature Issued By: Signature