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1486 Wellington Way
City of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 4a Sa497e97. 2011 RESIDENTIAL BUILDING PERMIT APPLICATIONaC17) Date: 6-/11_11 Site Address: Unit# c 6 Use BLUE or BLACK Ink Permit #: 989 Permit Fee Date Received: Staff: J RESIDENT / OWNER Name: MI �i{ , Ay\vYC Slit51-1kT ,n Phone:L. C N41 14t4 ' (ll hJ� �%� Address /City /Zip: ^� t A in ca5A / Applicant is: Owner >c Contractor TYPE OF WORK Description of work: IV?t..✓ Dreg,. Construction Cost Zo , 000 Building: (Yes / No ,,,k) CONTRACTOR pMulti-Family Company: M IA (O'i c*P, i 01430-11— Contact: I 4/W ick ,,VI Address: 2.6/012 i Z'}` City:t`P✓,�i State: 01 Y' Zip: `I Phone: Ci C-2— Z°I 2-- 41 License #: 206 3(6 Z S Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) In the last 12 months, Yes No If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based On a master plan? yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: NOTE: Plans and supporting documents that your submit are considered to be public information. Portions of the information may be classified as non-public it you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.00pherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conforman Eagan; that 1 understand this is not a permit, but only an application for a permit, and wo accordance with the approved plan in the case of work which requires a review and approval Applicant's Printed Name the ordinances and codes of the City of out a permit; that the work will be in Page 1 of 3 /44%L(All) DO NOT WRITE BELOW 4ILlNE 997 SUB TYPES Foundation Single Family Multi 01 of Plex _ Accessory Building WORK TYPES New Addition Alteration Replace _ Retaining Wall DESCRIPTION Valuation Plan Review Fireplace Garage Deck Lower Level ()F Porch (3 -Season) _ Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool c, 544‘,6(AN) Interior Improvement Move Building Fire Repair Repair 12,300 (25%_ 100% X ) Census Code # of Units # of Buildings Type of Construction V to REQUIRED INSPECTIONS Footings (New Building) _A Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _ice & Water Final Framing Fireplace: Rough In Air Test Insulation Sheathing Sheetrock Reviewed By: Occupancy Code Edition Zoning Stories Square Feet Length Width Final Siding Reroof Windows Egress Window _ Storm Damage — Exterior Alteration (Single Family) _ Exterior Alteration (Multi) Miscellaneous _ Demolish Building* T Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant t7u 4 MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final I No C.O. Required HVAC — Gas Service Test Gas Line Air Test Other: Pool: Footings Air/Gas Tests _Final Siding: _Stucco Lath Stone Lath _Brick Windows Retaining Wall: _ Footings Backfill Final Radon Control Erosion Control , 171 y► , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL son�i� y4,C--- cjf 76D 06,1,4c, 1(43-110 /-13(py )zi'00 Page 2 of 3 D� cr (-) O4. cD 3 N CD CD p4. /n 0 i CD 0 O Q z C 44* U) n z VIOS3NNIW o ,k °-n ..omm „IN] Dmm o n z�� m(J1 03— 3 Cp S 0.0 to '` v C c� n o.� 1 1 .. 3� 3'< ew. MS a� IT 41 In Co' � vi . 0 ••'O �•�` cu33 to a0 or. -' CD3' 0 ; O,,—Q ^' 5. X00 °C-3 r" A 0. co CD coa n.� I- 996£Z -0N asua 60—tZ— l l aAUQ aia1!D antg 0119 5. 0 0 V7 4r x tD :1; Fa a N A !D x tW gi,::og 0 ch N�., • ♦.I N N 0 01 !P ID O S O x 40 m v ID A 0 V N • SNOLLVA312 131 II II II N II a _ -5 x 4 .. ,0 �, a s•oo 3 0 S ¢40 0,1 .� 0 o g 1 5 ... c: 0 ;If S Y 'O 2 •( 0 v 2 4. rani on 0 0 0' �. II N II; gig .._3 3 Ogg 8 3 3 o. Ca NA c Wrt t0 0 a o. 3 a .04,1 I I— m m v 3 0 00p ' 3 a umml 0 -P or rnn o o =v 0 03CD Z C 0 Cn �. N c ill C CD V • 0 • AVM NOIDNIl13M. City of Eapil Address: 1486 Wellington Way Zip: 55122 Permit #: 92317 The following items were / were not completed at the Final Inspection on: 779/7 mplete Incomplete Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry Y Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage x Porch x Lower Level Finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: 1Checklists 41". City of Eaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit #: 5026 Permit Fee: 55 .00 Date Received: Staff: 2010 MECHANICAL PERMIT APPLICATION Date: Site Address: Q%1/te Tenant: Suite #: RESIDENT / OWNER Name: , l C,ko S 100 lkk1 0 Phone: 65-1 -ysi-(- 273 / Address / City / Zip: /Y26 (4/et I hf ll Way) F LG2ta 14 1 AAA) 22. CONTRACTOR Name: License #: Address: City: State: Zip: Phone: Contact: Email: TYPE OF WORK New Replacement Additional Alteration Demolition X Description of work: )j y/ Way- /aok 7)ja y6/(// i/OCrc NOT Roof ounce • • • ouin ® aun ed}mechani ul ' •ire • • • c . • Cit o • e leaonta echa ca ns or fob � forma t e • . PERMIT TYPE RESIDENTIAL Furnace COMMERCIAL New Construction Interior Improvement Air Conditioner Install Piping Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Under / Above ground Tank (_ Install / Remove) Other ** When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $55.00 Minimum Add-on , or alteration to an existing unit (includes burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) $5.00 State Surcharge) $ TOTAL FEE $95.00 Fire repair (replace COMMERCIAL FEES: $75.00 Underground tank $55.00 Minimum (includes installation/removal OR State Surcharge) $10,010, surcharge is $ 5.00 surcharge increases by $.50 for each $1,000 Permit Fee requires a $ 5.50 surcharge) Contract Value $ x 1% = $ : Permit Fee - If the Permit Fee is less than Fee = $ Surcharge - If the Permit Fee is > $10,010, (i.e. a $10,010-$11,010 Permit = $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x ju 14.49.1i Du auso Applicant's Printed Name x Applicant's Signature I ~ #S~iSa 2007 RESIDENTIAL Bi1ILDING rExMrT arPLicATioN Ci Of Ea an 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675- 675 FAX # 651-675-5694~~'6~ c. NwConsWCtionReuiremenls RemodeVReoairRenuirements / offim registered site surveys showing sq. ft of lof, sq. iL of house: and aY roofed areas 2 copies W Pfw shaving fao6ngs, 6eams, joals ?Cert a( Survey R dY_ N , N (20%maximum blcoverage aYowed) 1 setaf Energy Calculations fa healed add6ons Sails Re/s,R 1 Soils RepoA if proposed building is lo be placed on disWrbed soii t site survey for additions 8 decks Tree Precd . N an shawing 6eam & window s¢es; poured found design, etr. Addiffon - indreate ifan-5ite sepGc sysfem Tree ed - 24Y_ ,teeto(EnergyCalcula6ons Onsitestem Y _N ~wpies of pl pies of Tree Preservatian Pian 'rf lot platted aRer 717195 ~7~ ~7 m Jorst Detail Options sdecUon sheet (buildngs with 3 or less uni~) / ~ ~ Minnegascomechanicalventilafianfartn Plans are considered ublic information unless ou state the are trade secret and the reason. , Date~01 / d'~ Construction Cost 62f006 Site Address -/-4$& 7E<tT.J C+TOr? WAY Unit/Ste ~3 Description of Work e+.~ o~ NOV O. 7 D. Multi-Famity Bldg Y ~g N Fireplace(s) _ 0 1 _ 2 BY~_ Property Owner "i o~~ 3~ea'H E~ Telephone k(bSl )79(., - k2S4' ~3los Contractor T,~ 'Z2cTAFTO7( Address tLtg*==grt t/ff~7/ S-,QitClAASF WAV City EAGfin) State M n1 Zip 01aa Telephone #(6Si )'4f6 -8ASI COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilatlon Category 1 Worksheet • New Energy Code Worksheet (4 su6mission type) Submitted Submitted • Energy Envelope Calculations Submitted In ihe last 12 months has the CiTy of Eagan issued a permii for a similar plan based on a master plani _ Y ~y N If yes, date and oddress af master plan: Licensed Plumber PiYe,ecrH AiUd'+~T~G Telephone #(763 ) 494, -Qf0 MechanicalContractor QyTelephone#(G1X) KaS-bFf67- Sewer/WaterContractor L" +k Telephone #(dia ) `Tfq - 434~ 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. C"ApplicanY's Printed Name App ic s Signature ~ ~ DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 07 OS-plex ? 73 16-plex ? 20 Pool ? 30 Accessory Bldg ;K, 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi 0 03 Otof_plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn.(4-sea.) ? 33 Ext.Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23Porch (screenlgazebo/pergola) ? 36 Multi Misc. ? 05 03-plex ? 11 10=plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plez ? 25 Miscellaneous W r 31 New ? 35 Int Improvement ? 38 Demolish Inferior ? 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 •Demolitian (Entire 81dg) - Give PCA handout to applicant ~ ' . D05C1'ipt1011: WaterDamage~LYeS 00o N Valuation Occupancy f Y~' MCESSystem Plan Review ~ 100% or _ 25% Census Code 1 0/ Zoning City Water SAC Units L9/ Stories Booster Pump # of Units I Sq. Ft. 9- PRV t # of Bldgs 1 Length Fire Sprinklered Type of Const V6_ Width sy, REQUII2ED INSPECTIONS ~ Footings (new bldg) _ Sheetrock _ Footings (deck) Final/C.O. Footings (addition) V Final/No C.O. ~C Foundation HVAC T~ Dtain Tile Other ~ Roof _ Ice & Water _ Final = Pool Ftgs AidGas Tests Final Framing Siding _ Stucco Lath Stone Lath Brick _Lt~ Fireplace R.I. 4AirTest 4Final _ Windows - Insulation _ Retaining Wall . Approved By: Building Inspedor ~ Base Fee 0 Surcharge ~(~5~/ ~ PlanReview //ry )v MC/ES SAC Ob-x -Xyii ' y 6~ Ciry SAC IS~!~ Y7$p 7~ ~S 70 Utility Connection Charge S&W Permit 8 Surcharge 2;L y~ y, ?j bc!/7 ~7-7' j Treatment Plant License Search ~ ~ O Copies ~ / Other 2-}~ Totat , 1f2 the plan review was charged to Toll Brothers per Terry because he had already done a plan review on this property. A permit was not entered. This was receipted on 1-25-08 for $809.50. Property address: 1486 Wellington Way. Jan.18. 2008 1:15PM No.2297 F. 2 _01/:1:2008 14:23 6128252363 RAY N WELTER FiEATING PAGE 02/04 D8t6: 1197/08 Revieion Date: 1117l08 NewCmsUUCUon 5ita Intemadon Addresa 1; 1488 WsIIInOton Way Project Steeplechase of Eagan Address 2: Lot: 923 Block- # City: Eagan Goultiy: 5ubdivfsion: Applic8tien 11fOnnaNon Business Name: Ray N WaIter NVAC MN Con r license Contad Person: JOE Office Ph: 6"-R258867 Fax: Cell Ph: Address 1; 4 GitY: MPLS 55407 ~uae Det ~ SquA?e Fe I Ht: 12.6 Number of Bedfaoms: 4 VentllaUon Toeal Verrtllatian Capaciiy : 27[ cn MinimUm CohklnUOUS Ventilation :75efm. , Inlermittent Vendfation; 197 cfm. Combusfton A Itnes Water Heater; power Vent l InpuCB~ s: 80,000 Independeneyvented Ftenace/Bailer. plrect VsndS6aled Cctnbuatlon Input BTUs: 120,000 Independently Vented O_Iher Combustion Appfiances ~ Gas Fired Direct Vent Fireplace( Yes Gaa Firod Powor VOnt Fireplace(s): No ' Gas Fred Natural Drak Ffre pla ce(s): No Solid Fuel Appliance(a); No Fahaast Eguiomen! Contfnuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (chn): 735 Exhliuat Fan Ratirg (cfm),/800 a a-U ! Nv MakedJp Afr Requlred by Code Combustion Alr Minimum Combustian Alr Requlremenb Met. ApplicantName (Pnntj:l n:/fe-:e dG:.f:.r SIBneWrelDs ' .l Code Offiaal (print): 5ignawrelDa . O 2004 Ccntt . r . T+ofnt I;margy Minnegacto. 2004Mwhanlcal Code awdclinex. Pege t City of Eaplltoic� �J,) 3 � / ( 0,5o 3830 Pilot Knob Road f)11Eagan MN 55122 c , .;0 Phone: (651) 675-5675 £r -, .54 10 q 'Z Fax: (651) 675-5694 J Use BLUE or BLACK Ink oI j Permit#: -11?› I Permit Fee: Date Received: Staff: 2009 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 12.14 / 01 Site Address: Tenant: 1.' 6(ur. E-.rt4 I �t e to WE 0-1>,s,r✓o u)#4.1 s,�••-•) Suite #: I `1 y L srittlw.t As t oW IC E4b s p2 5 RESIDENT/OWNER (- Tip • Phone: /-3t, • 0too ) Name: TIOt.I. aRbrifft_ Af., 1-3-fc�f J Address / City / Zip: I`{`{ L SrE,+E.et.E.crte.s‘. LA -4_1 % A--', N(^) r --) 2 L Applicant is: X Owner X Contractor TYPE OF WORK Description of work: NNE.iii 14 0 M £ e0.IJ rl 06°Construction Cost: 3i 3.--, )7 ie • Multi -Family Building: (Yes / No k ) CONTRACTOR Name: To,. 13(10 T'1 N.A-1 I r••)t- • License* a a y C3 (o (a 2— 1 Address: Address: ‘ +4 2- S•rec' u t,.&A .I L L/1 » City: Eittodt f•-)6))`✓ j --70 -7✓ g° S te: MO Zip: SS? 2 't -- Phone: (or/ - ?tor- O w O l Contact Person: PALK-- Ir- t 77 RA3 b E. COMPLETE In the last 12 months, has i( No If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master _Yes plan: Licensed Plumber: WEJZF•-/ IN -Y. -404r'4 � toMg'Jto Phone: LP r) - `tSL- /S t•� Mechanical Contractor: P-pr�j (((((lam t a...Lc-1-1✓h t--7,37_ Phone: to/ 2. - 161 5-- b$b7 Sewer & Water Contractor: 'PS IN t1CtJ�A/kr,JJ oG'i Phone: 6)—) " ` • O' 13 S �;I ttii rt�+"I Ilion # , �; , !�i nuw Gy:, (D �.PnP Pi¢ 1@i�� t ": J7 s�, �!I.;��. PCI9 (G^ .. +,w i II�i' i I uu I �I t NOTE fans an supporting docu► encs ! Pp submit re c i erect to be Pu i'inf tion Portionslof 4i 1 !. (i, �G6 Gityri tall,; Ili) m tion ma be cla i 1 a �!� o !near Y1�i f ,.anti i y i � ��i �! S�ot►�i�c�b�tc ►fey©u pr�t�v��1e��e'o►fic reasons�tbaa�`�pf�� 'conclude thatare trade seok+�t��!�u CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x 14_a 3 K;Trrtc_1bF_ 2 - Applicant's Printed Name ij C 0 4 2009 Applicant's Signature Page 1 of 3 SUB TYPES Foundation ). Single Family Multi 01 of _ Plex _ Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review /L7 lnic /lig tAk-1 DO NOT WRITE BELOW THIS LINE Fireplace Garage Deck Lower Level Interior Improvement Move Building Fire Repair Repair (25%_ 100% ) ) Census Code # of Units # of Buildings Type of Construction REQUIRED INSPECTIONS �( Footings (New Building) Footings (Deck) Footings (Addition) )G Foundation Drain Tile Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Roof: _Ice & Water _Final /` Framing '%C Fireplace: y Rough In P Air Test Final '( Insulation Meter Size: Reviewed By: Siding Reroof Windows Egress Window Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous _ Demolish Building* _ Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant MCES System 7 SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required VAC Other: 0I Pool: _Footings Air/Gas Tests _ Siding: _Stucco Lath _Stone Lath - Windows Retaining Wall: _ Footings T Backfill Radon Control 7 Erosion Control , Building Inspector Final Brick Final RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL (31)(C 1,7�� /s,s?= 2 76 k 05-1147 J47/74„4-22 n L)f) (2--) v gS, v/ 7 — ,IS -3, 47"/7-- ,1.21S-5-0 yS'= 3 21/3-2,U Page 2 of 3 *Toll Architecture I n, L -P-3/7 November 18, 2009 Jon Henson Steeplechase of Eagan — Signature 1442 Steeplechase Lane Eagan, MN 55122 RE: Calhoun — TBI Lot #023 1486 Wellington Way Dear Jon: For TBI Lot #023, I have reviewed the construction documents for structural integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tall wall" assemblies and lateral stability. Note that the stud framing shown on the construction documents have a maximum deflection criteria of span/180 for all "tall walls" under wind loading per ASCE 7-05. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. I hereby certify that this plan, speci- fication, or rcrport was prepared by me or under my dirca supervision a...nd that I a:rn a duly Licensed izer the LA4'3 of tht: StaL; Minni.:scta. PriutiN'ame: LISA ?II GROSSE I Signatur: Date It Lisa Grosse, P.E. Assistant Director of Engineering MN License #44835 CC: Richard Kittredge LMG/sf SESGitr0047 ID#30947 oq License 1144835 EASTERN DIVISION 250 Gibraltar Road • Horsham, PA 19044 • (215) 293-5300 • FAX: (215) 293-5313 PHILADELPHIA. ORLANDO • SCOTTSDALE • DALLAS • DENVER • LOS ANGELES A "RA cBrothers COMPANY Ya Oz 0 oe ❑ jg w 0 .e' 0 Al 0 .ef 0 .0' 0 .0 0 Zr ❑❑❑❑❑❑❑0000❑Add/Change PROPERTY LEGAL: LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION Jof 7) BjQek S" sktitleCba4e- 4 zoiewt DATE OF SURVEY: /lIT+4�0 LATEST REVISION: / (A -(1M6211-611 114)/ DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) • Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in RNV and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing ,ef 0 0 • Property corners 0 0 • Top of curb at the driveway and property line extensions ,er 0 0 • Elevations of any existing adjacent homes ,e3' 0 0 • Adequate footing depth of structures due to adjacent utility trenches O X 0 • Waterways (pond, stream, etc.) Proposed 1 0 0 • Garage floor J' ❑ 0 • Basement floor 0 0 • Lowest exposed elevation (walkout/window) )2' 0 0 • Property corners .ef 0 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ 7 0 • Easement line ❑ % ❑ • NWL O 7 0 • HWL ❑ 0 • Pond # designation ❑ 0 • Emergency Overflow Elevation 0 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS .,16 0 0 • Lot Tines/Bearings & dimensions X 0 0 • Right-of-way and street width (to back of curb) .' 0 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) 4T0 0 • Show all easements of record and any City utilities within those easements �! 0 0 • Setbacks of proposed structure a - • -yard setback of adjacent existing structures be 0 0 • Retaining wall requirements: Reviewed By: /, f Date 4/4/o 9 G:/FORMS/Building Permit Application Rev. 11-26-04 INSTAL', EROSION g; tE I' OR SOD of Too of LP. Elev. x997.66 1 \ e,1.i h°Ostll)9 (})6(4'.kci 1-01 061 Too of 1.P. Elev.= 7...5. 990.37 Nom 30 1111111111111111161 SCALE IN FEET Bearings shown are assumed .980.0 x 976.7 .977.2 x974.0 \tj3 \- -7 existing Ngrt house .-• 0. �MM . •W Tea" of 1.P_ flgv_a1 992.90 o. A x973.0 ot t ii f At- / `% ab °j 972.4 t.\\41- I / 970.2' ,• �m o cV 411-l �y�/ 69.9"stva ; //!!� ,o \i ��• 970.9 X968.3 A�• x 9.9.! i� C1,6 „......• // moi d 967. \ i r ■ 970. INSTALL PERIMETER CONTROt82.4 CITY OF EAGAN o `A '� q,'`" sq,' '\ . \\ �'r \ c __ of \ 969.2/ -,03 - x eP\ 971.0 elP $. % me ` 966 3 ■965.2 OHO ff 977. 0 " 969.7 1 12x63 " .>k� 965.3 0.53 t j1'.0 D o x968.4 N o o\t 973.0 ells • 965.3 x 965.1 967.8 u\A" 970.0 •eo9� x 963.9 •i Lot 7, Block 5 STEEPLECHASE OF EAGAN DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. 4, II 2.5 96 • ■962.4 961.1 Certificate of Survey OF 1486 WELLINGTON WAY TOLL BROTHERS 1400 Corporate Center Curve Eagan, MN 55121 LEGEND = Iron monument found O Iron monument set and marked with license No. 23968. • = Offset iron Drainage & Utility Easement xs000 = Existing Elevation 003> = Proposed elevation from grade or development plan 000000 - Retaining Wall PROPOSED AREAS Area of Lot 7, Block 5= 15,931 Sq. Ft.. Proposed House = 2,516 Sq. Ft. Percent of Lot Coverage= 15.8% WO House Garage right Minimum lowest floor elevation = 990.3 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Sup/ yor under the 1. ws of the State of Minnesota. 11-24-09 Kurt M. Kisch, MN License No. 23968 Date 'EAGAN bAGINELRING Ur. t'T. Drainage Direction - = Proposed 10' contours from grading plan - Proposed 2' contours from grading plan - < - = Existing sanitary sewer - « = Existing storm sewer - I - = Existing water 0 = Sanitary manhole NG = Gate valve PROPOSED ELEVATIONS Garage floor elev. = 998.4 Top of block elev. = 999.1 Lowest floor elev = 990.3 Walkout elev. = 990.3 Drawing File: 700\718-L7,B5-11-09 .DWG Project No. 2006-408-L Toll Bros. Code= # 23 Calhoun Classic INCORPORATED Duluth, MN Ham Lake, MN Hibbing, MN Minnetonka, MN Oakdale, MN Phone: 952 933 0972 Fax: 952 933 1153 www.rlkinc.com 6110 Blue Circle Drive • Suite 100 • Minnetonka, MN 55343 12/03/2009 12:40 6128252303 Date • • 12" 3- c)? RAY N WELTER HEATING low /�aese�7�i a e,S HEAT GAIN NAME: -77-/ ADDRESS Z1 1� (A/E.1 Z' GROSS WALL Area Outside Temp. Inside Temp. Temp. Diff. PAGE 04/06 111.111.04.. Meow NAM Factor Rtuh 89" 7S°' 11° GLASS -- North Si 3 r /i E &W or NE&0R7 5 o South or SE & SW s.,. 7,1c, 5"?4•$ GLASS TOTAL NET WALL CEILING PEOPLE (Number of) VENTILATION 0 10 Cit/person APPLIANCES 71079 24'Sb /,/ 3 ple;- 300 (/)00 Sensible Moisture Removal - Sensible X 1.3ms Equipment Selection: Fo39 • T776d Ra N. WELTER HEATING COMPANY 4637 Chicago Avenue South Minneapolis, Minnesota 55407 825-6867 New Construction Energy Code Compliance Certificate i'er PI IUI.a nieiatng CCni❑Cale. A Dnllning CCRlpeflte shalt be posted in a permanently visible location inside the bUIlQing. the certificate shall be completed by the builder and shall list information and values of components hated in 'I able N t 101.0. `" "- f L/7 /O 7 ((( Ci Mailing Address of the Dwelling or Dwelling Unit - 1 43 co Wgt:41✓b.rax/ Wr4V - kM.4-1 City 4-44,04.1 Name of Residential Contractor TOLL- TAor$ —as , t.Jt_... MN License Number oZ0yS3le b'L THERMAL ENVELOPE RADON SYSTEM p 4tez_ — -1-- 44 dr- Type: Check All That Apply X Passive (No Fan) TiJL.0-1 1.t0 t4 cho O I A M 0114 A) ` r ata n o. E. C L' Active (With fan and monometer or o{her system monitoring device ) C., .- X 614 Trb3 o Oaf 1000 /4 Mo,►IC Insulation Location a g° H S . z z 2 w w 0 t2 6. p w° 1 b w a 0 .`� i Other Please Describe Here Below Entire Slab Foundation Wall 12„ .t_) X Type in locatio 4.xlerior or integral 114Efljt4 Perimeter of Slab on Grade Rim Joist (Foundation) 11-'11 x Type in location.) }i exterior or Integral; Rim Joist (1st Floor+) w • t9 X Type In locatlo interio exterior or integral Wall n. • l9 t. Ceiling, flat 2 •`{`l x Ceiling, vaulted Q.•' f -1c, Bay Windows or cantilevered areas (2. •"1J k Bonus room over garage IL. to '1. Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door ) U: • Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): • 3, R -value MECHANICAL SYSTEMS Make up Air Selecta Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type GA -S- (., AS e�_.Acr—rit\ _.- Passive Manufacturer 2A,JK- T A. 0. Sib( M,' �t 1 aA J k Powered Model -ru..C_ 11?f / 2-ar'4- - y (GO .4 /� /'� 61�1%l-f sV X 14 i1TS3r) `' 8/ o0.2 i4- Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: / Z,%/ too 4 Capacity in Gallons: S0 Output in Tons: __ S rot.) Other, describe: Structure's Calculated Heat Loss: 105,1obi Heat Gain:t�'�,/ !J 7 /.S Location of duct or system: Efficiency AFUE or HSPF% / D Z % / SEER: /5 5eVe Calculated cooling load: , 1 Cfin's "round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces source heat pump with gas back-up furnace): Select Type or air " metal duct Combustion Air Select a Type X Not required per mech. code Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: XEnergy Recover Ventilator (ERV) Capacity in cfms: Low: 11.7 High: /a Loca ion of duct or system: Continuous exhausting fan(s) rated capacity in cfms: Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfins: $ C ItiH round duct OR Total ventilation (intermittent + continuous) rate in cfms: /9 ,- LirM " metal duct Created by BAM version 052009 006 12/03/2009 12: 40 6128252303 RAY N WELTER HEATING 9(23/7 PAGE 05/06 _ C/44 fA"r/ /La (.ielitaicri L04-11 1--effro , BUILDING AND INSPECTION DIVISION, DEPARTMENT OF c 66 COMMUNITY DEVELOPMENT 2215 WET OLD SHAKOPEE l S ri^v.'tC, ELOOMINcTON, MINt4ESOTA U431 it81-5811 y HEAT LOSS CALCULATIONS Weatherstrips Windows I Doors Yes—No C Ye' No AS.H.V.�. Guide Reference Construction No. INSULATION Out. Wall let. Wall. Ceiling Roof • floor Kind L Bloomington How Applied Fl. I'6/7:, -,---""Room Length .. Width 5 Height /o Windows and Doors---Crackage and Area . No. width of pane Height Of Dane No. et lights Lineal ft. of crick Area eq. ft. 3 C 6 Q ' o ' 7 8' L/9 -- 3 a- ;C1- ( -- a 7 • D. t.. s L -' 5.5 ire Cod Btu Infiltration Cod. Btu _ Infiltration 2.to Glass sr7 Ce76 Glass i 13 tiSt' S Li z_ Lt Ftp. wall _ /7e0 L(1(0 4 •% Net exp. wall 16057-41,5- 5,4,— 7 Z E.,.,"' Int. wall Ceiling- Afire ;;J' c +e. F, ,.. Flout /-^ f ef Y r L 3 2,0 Floor I?30 S-36 S (4 0 Total Btu. 70 6 e Required sq. ft. E.D.R. or sq. ins. W.A. Leader area '2 2,, 2 ff / Fl.IP^%r v Room( Length /(-/ Width . ,. Height f d Windows and Doors--Crackage and Area No. Wine!, of pope Nolght of Dane No. of nrht■ Llooal R. Of cruet ATM q. ft. 2- z^t' id, ir Lf .39 . / ./ it r~ 4• / 2. Z 9 Cod. Btu Infiltration i I. `r7 flea (G 0 Glass i2-2- t{V Sg6 0 Exp. wall Garr Net exp. wall bi R'o .4 5` "2-1 G Int. wall Ceiling _ Floor Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area %'Wl (a 0 les,,. Room I Length Lt .,. Width 1r," . Height f t Windows and Doors-Crackage and Area - ' N0 Width of poo■ Height of pare No. of lights Lineal IL of wrack Arca NI. ft. 3 . a. --t. / 7 8' 73 ✓ .3 ' 6 lr_ _ c tZ- 7.n -1s- (.7 c2 2- D. t.. s L -' 5.5 ire Cod Btu Infiltration (7 &.r Btu `r 7 �f Z 7 2.. Glass ]fib 4('eF' 1.19 45 D Exp. wall 6cro 2- 9'e..0 Exp. wall Net exp. wall L(1(0 4 •% 11 lo Int. wall 5,4,— 17 cur Int. wall Ceiling- Afire ;;J' 6 tr-_;► Flout /-^ f ef Y r L 3 7-'3 t4•1 z'. ror'Y.r'v? Total Btu. •-Q/ _ S-36 ,`Requited sq. ft. E.D.R. or sq. ins. W.A. Leader area Total Btu. A. S /14ft1 Room Length ( Width z -L. Height / 0 Windows and Doors—Crackage and Area - ' No. Width of pane BOOR of pane a, fa. of fiihla Lineal ft. of Crack Area At- ft. Z 1-0 (�Z.. f 2_ t ! 2. 3 `'/ 3 1 f 2,,1 f 2- 1.7r %--e-. -' 5.5 ire Cod. Btu Infiltration S S 4t1 ZSe'r. Class r qr 2- 9'e..0 Exp. wall 3 hid Net exp. wall -? o 5,4,— 17 cur Int. wall Ceiling 770 3 7-'3 t4•1 Floor-.-- // ,A f 2 t/1 Total Btu. 70 6 e Required sq. ft. E.D.R. or sq. ins. W.A. Leader area 4 r'(l G_ i% Room I Length 3zr Width .2-tf Height ( 6 Windows and Doors--Craekage and Area - ' Vito. width of pap - Ratgat of Pas No. Of IILbt0_ Lileai N. of omit Arta ma. ft. / 7 t/ (�Z.. I ere - 36„ 2. •28' 3 1 f "'I o ,32. 2- 1.7r %--e-. -' 5.5 ire Cod. Btu Infiltration 135- ,f7 65 %- Glass I1.0. 'd 57 6 e: Exp. wall SAC _ Net exp. wall 'rya tor f 9 a-0 Int. wall Coiling 770 3 7-'3 t4•1 Floor-- ,.'I,fr✓ f ?`,ttF. Total Bta. 70 6 e Required sq. h. ED.R. or sq. ins. W.A. Leader area I .6, s 7 t t. Room I Length' ra Width // Height (a Windows and Doom-•Cngkage and Area - ' No. Wioth of pane - Mattht of mono Na Or MOO i.fa■■1 ft. of crack Area: IN. ft. / '2- t( 3.2- / t 1 (4'f z.9' ,,5-z..- / ='r' Veil Cod. Btu Infiltration 72..- 11'7 3 3 S'• Glace 62- St 2- 7-7Vo Exp. wall 7,l -ire Net exp. wall a,8 0 "'rr s*-' 2- g 0 hit, wall Ceiling , Z. r0 -5 $'•/es Flew-. ��w.. �_i 1 Total Btu. 70 6 e Required sq. ft. E.D.R. or sq. ins. WA. Leader area 12/03/2009 12:40 6128252303, RAY N WELTER HEATING HEAT LOSS CALCULATIONS Weatherstrips AS.H.V. Guide Reference 19 I14 4 c1(i'26 01 • BUILDING AND INSPECTION DIVISION DEPART ENT OF COMMUNITY DEVELOPMENT 2215 WEST OLD 5 AKOPEE ROAD, B1.0OMING'ON. MINNESOTA 53431 eal•5811 /7 PAGE 06/06 Construction No. Out. Wall int. Wall Ceiling Sloorriiregton How Applied • ' �.�g. p ,s . Room I Length 22 Width J z- Height /0 Windows and Doors—Crackage and Area •. No, \Vldth of Dane Height of Dano No. of llehte L,Inaal ft. of crack Area mi. ft. 7- 34 6 ti Lig "/T q7 • — -- Cod. Btu Coef: Btu Infiltration ` er 165-- i1� __2 -3° - Glass t.« • Y4 1ff Zj°Sr Ftp- wall Net exp. wall ,.9'5-___:., 4f11.j i? 3' 0_, _ hit. wall Ceiling a ES` • r Floor f",r"' Ceiling r Cn 1 13'r Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area L. F1.16v.1 .1 ff/4y Room I Length 3.. Width f sl Height /0 Windows and Doors—Crackage and Area No. No. Width of vane Height of Dane No. of Ilcht• I.Ineal R. of crook Area O. ft. z Sao V& ✓ 1.1 q7 • — -- Cod. Btu Coef. Btu Infiltration Gloms 165-- q5 Y7 ICS( t( 5 -- q 51;o Exp. wall S 07, Net exp, wall ala '6.a j s. Int. wall Net exp. wall Ceiling r ) /7 ? — Floor Ceiling i Total Btu. Required sq. ft. E.D.R. or sq. iris. W.A. Leader area � cr Fl I Width Height Room I Length Windows and Doors.-Craekage and Area . —111oltht of Daae No. Width of loons HHeht of pupa No. or 1lehtr Lineal R or track Ares pi, ft. • — -- Cod. Btu Coef. Btu infiltration Glass _ Infiltration Glass_ _ Exp. wall Exp. wall - Net dip. wall Net exp. wall hit. wall Int. wall Ceiling Ceiling Floor Floor• Total Btu. Total Btu. . Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Width Height Windows and Doors.-Craekage and Area . —111oltht of Daae No Width of Pala )!Heat of Dane Na. o1 flcbte 14... at it. _ of crack Ar" • ea. ft. — -- Cod. Btu Coef. Btu infiltration Glass _ Class _ 6p. wall Exp. wall Net exp. wall - Net dip. wall lot. wall hit. wall Ceiling Ceiling Floor Floor Total ut. Total Btu. ► . Required sq. ft. E.D.R. or sq. int. WA Leader area F1.I Room I Length Width Height Windows and Uoort--i:racltage and Area . —111oltht of Daae No. width cerium Boast of pens No. of 'Udall lights 0. of er►ek Area sq. ft. — -- Cod. Btu Coef. Btu Infiltration Glass Glass _ 6p. wall Exp. wall Net exp. wall - Net exp. wall lot. wall Int. Ceiling Ceiling Floor Floor Total ut. Total Btu. Required sq. ft. E.D.R. or sq. ins. WA. Deader area l _ A.I Room I Length Width Height rs—Craekage and Area No. IWidth of pan,* . —111oltht of Daae Na. of I' Ilehto r.lnoal it. or creek Ana ea. ft Cod. Btu Infiltration Glass _ 6p. wall Net exp. wall lot. wall Ceiling Floor Total ut. Required sq. ft. E.D.R. or sq. ins. WA Leader area City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy (BUILDER, PLEASE READ ATTACHMENTS) Development SI eelGe eelC>tkr Lot Number 7 Block Number Address W RA, I MErT ON (4) Builder Phone Number: Contact: Tree Protection Requirements: pd'v r� Tree Protection Fencing Installed On Site ?er.. ? "k41 Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: 1' Not Required As Follows: Attachments: Yes tnu'tl No am i lc gook Additional Notes: H_\ghove\2006fite1Veepres\Tree Preservation Plan Summary -2006 EAGAN FORESTRY DfVISION REVIEWE jay i DATE 'INSTALL 1. O • ft O b 0.0 04 o'0* °' Cl e 4. moo° 7,2p of I.P. Elev.= `997.66 ,07 Too, of I.P. Elev.= 997.43 i S(7 f r � � LIi�c&t(L I f ttl �, oa; � a j -K �9 0 moo a: :? �A� .y \ Q� e) ose� 111°9# 0 Tom of I.P. Elev.= - - j 990.37 5. • 98 'NORTH 0 30 SCALE IN FEET Bearings showare assumed iliosi�v CcR1 l .PG c4 , Se(vt 41 row Pro-tr.-kr". I> ■ 977.2 • 974.0 • 976.7 ; 4b5 Al) existing house = 973.0 970. / . c.S3_W b" ri'6° , , To_p of I.P. Elev. � 992.90 0 1(o. INSTALL PERIMETER C 77.3 CITY OF EAGAN Lot 7, Block 5 STEEPLECHASE OF EAGAN DAKOTA COUNTY, MINNESOTA A ry i 97`9.4 5 ■ 965.3 �'easeP" ■ 965.1 � � x 965.2 �- 4974.7 966 6 %� 0 11 • 969.7 11 1JJ • 1 r%'6 •962.4 �a� 965.3 S•5) cA v�'n-0 (tTi✓' * 968.4 N 4 0et 973.0 seccseO eo .. 967.8 v...> .963.9 962.5 970.0 .0o9e Subject to easements of record, if any. 961.1 0 960.7 Toi "Tv -ex, ?k1er vsiitoe‘ Certificate of Survey OF 1486 WELLINGTON WAY k0 r TOLL BROTHERS 1400 Corporate Center Curve Eagan, MN 55121 LEGEND ® = Iron monument found o = Iron monument set and marked with license No. 23968. = Offset iron x800.0 = 800.0 Drainage & Utility Easement Existing Elevation Proposed elevation from or development plan Retaining Wall PROPOSED AREAS grade Area of Lot 7, Block 5= 15,931 Sq. Ft. Proposed House = 2,516 Sq. Ft. Percent of Lot Coverage= 15.8% WO House Garage right Minimum lowest floor elevation = 990.3 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Sup,- •r under th= I.'ws of the State of Minnesota. • 1 11-24-09 Furt M. Kisch, MN License No. 23968 Date R':,, EVVED i/ha Dz:__ JzAlo9'N EAGAN ENGINEERING DEPT. �•- = Drainage Direction Proposed 10' contours from grading plan - Proposed 2' contours from grading plan - < - = Existing sanitary sewer - «- = Existing storm sewer - I - = Existing water 0 = Sanitary manhole o0. = Gate valve PROPOSED ELEVATIONS Garage floor elev. Top of block elev. = Lowest floor elev. = Walkout elev. = 998.4 999.1 990.3 990.3 Drawing File: 700\718-L7,B5-11-09 .DWG Project No. 2006-408-L Toll Bros. Code= # 23 Calhoun Classic R1J( INCORPORATED Duluth, MN Ham Lake, MN Hibbing, MN Minnetonka, MN Oakdale, MN Phone: 952 9330972 Fax: 952 933 1153 www.rlkinc.com 6110 Blue Circle Drive • Suite 100 • Minnetonka, MN 55343 Job Name: CALHOUN CLASSIC Truss ID: G12 JID:422907 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 768 3.50" 1.50" 2 15- 9-10 752 1.75" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing Brg React Uplift Req'd Size 1 768 0 1.50" 2 752 0 1.50" MAX DEFLECTION (span) : L/999 MEM 11-12 (LIVE) LC 1 L= -0.15" D= -0.12" T. -0.27" CRITICAL MEMBER FORCES: TC COMP.(DUR.)/ TENS.((DUR.)) CSI 1-2 / 0(1.00) 0.20 2-3 -1113 1.00 / 0.24 3-4 -2410 1.00 / 0.32 4-5 -2410 1.00 / 0.33 5-6 -1731 1.00 / 0.26 6-7 -1730 1.00 / 0.25 7-8 -606 1.00 / 0.26 8C COHP.(DUR.)/ TENs.(DUR.) CSI 9-10 / 1057 1.00 0.38 10-11 / 1960 1.00 0.67 11-12 / 2280 1.00 0.75 12-13 / 682 1.00 0.28 13-14 / 0 0.90 0.01 W8 1-9 2-9 2-10 3-10 3-11 4-11 5-11 5-12 6-12 7-12 7-13 8-13 8-14 COMP. DUR. / -77 1.00 / -12576-005/ -947(1.00)/ -197(1.00)/ -609(1.00)% -196(1.00)/ -744(1.00)/ TENS.(DUR.) CSI 0.02 0.36 489(1.00) 0.25 0.29 500(1.00) 0.25 0.05 145(1.00) 0.07 0.19 0.05 1172(1.00) 0.60 0.19 974(1.00) 0,000.49 7(0.90) T 1 1X3 TIE TRUSPLUS 6.0 VER: T6.5.7 TC 4x2 SPF #1/#2 -CAN BC 4x2 SPF #1/#2 -CAN WEB 4x2 SPF #3 -CAN SLIDER 4x2 SPF #1/#2 -CAN Designed per ANSI/TPI 1-2002 Plating is based on quality control factors Cq - 1.00 for wide face and Cq - 1.17 for narrow face. Any alterations to this are shown for individual joints on the Joint Report. This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF THIS TRUSS IS CARRIED IN A HANGER, THAT HANGER IS BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CARRYING MEMBERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 1 1.5X4 4X6 2-5-4 2 3X8 3 4 1.5X4 N + + + + + + + + + + + + + + + + + + + + + + For floor applications (not roofs), 2x6 min. strongback bridging, or cross bridging (per ANSI/TPI), is required at 10' O.C. or less. + + + + + + + + + + + + + + + + + + + + + + Ribbon blocks have not been designed to support the point load(s) shown. They may be attached with (4)10d nails. Loads at the truss ends must be applied directly to the chord. Refer to ANSI/TPI 1-2002 sect. 7.5.2.4. Refer to Joint QC Detail Sheets for Cq factors and Rotational Tolerances. NOTE:MAXIMIMUM TRUSS SPACING I5 19.2 " O.C. IRC/IBC truss plate values are based on testing and approval as required by IBC 1703 and ANSI/TPI and are reported in available document ESR -1118. Panel Lengths ' Std - 2-5-4 1-2 1-10-8 6-7 2-4-9 7-8 0-9-12 5 3X4 6 1.5X4 7 8 6X6 5X6 2X3 4X6 4X8 9 10 3X6 15-10-8 4X10 5X5 1.5X4 1/2" GAP MAX 12 1314 All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable studplates to avoid overlap with structural plates (or staple). SEE JID:422907, TRUSS 'G11' FOR REPAIR. w Eu LNI,ro 1117 IN-711"le-L74 I IIEHE:BV tl",R HEN' EIICtTEIIS Pl.AN, SI. CIFIC'ATION, OR REPORT WAS PREPARED Bl' ME OR UNDER 61V DIRECT Sl PERV lSlO AND THAI1 AM A DILA RFC ISI t.RE.II PRO- FESSIONAL. ENGINEER UNDER LIE LAWS orrut: o N1rrX S1T,1. Al. DATE. RI C:1St HA'l'lll\ ).t).23966 1/12/2010 147 - A.B.C. Montrose TRUSWAL SYSTEMS /TW Building Components Group, Inc. 4446 Northpark Dr. Ste. 102, Cob. Spgs., CO 80907 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an individual building component not truss system. U has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TM and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, hands, install and brace this truss in accordance with the following standards: 'Joint end Cutting Detail Reports' available as output from Truswal software, 'ANSIITPI 1', WTCA 1' -Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION' - (BCSI 1.03) and'SCSI SUMMARY SHEETS by WTCA and WI. The Truss Plate Institute (TPI) is located at 583 D'Onotno Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 111119th Street NW, Ste 800, Washington, DC 20036. Cust: TOLL BROTHERS WO: Drive_S_c95672f_L00005_300001 Dsgnr: TGR #LC = 2 WT: 89# TC Live TC Dead BC Live BC Dead TOTAL 40.00 psf 10.00 psf 0.00 psf 10.00 psf 60.00 psf DurFacs L=1.00 P=1.00 Rep Mbr Bnd 1.15 Rep Mbr Comp 1.10 Rep Mbr Tens 1.10 O.C.Spacing 1- 7- 3 Design Spec IRC -2006 DEFL RATIO: L/480 TC: L/480 / \ _ /"ice ' 4X6 4X8 9 10 3X6 15-10-8 4X10 5X5 1.5X4 1/2" GAP MAX 12 1314 All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable studplates to avoid overlap with structural plates (or staple). SEE JID:422907, TRUSS 'G11' FOR REPAIR. w Eu LNI,ro 1117 IN-711"le-L74 I IIEHE:BV tl",R HEN' EIICtTEIIS Pl.AN, SI. CIFIC'ATION, OR REPORT WAS PREPARED Bl' ME OR UNDER 61V DIRECT Sl PERV lSlO AND THAI1 AM A DILA RFC ISI t.RE.II PRO- FESSIONAL. ENGINEER UNDER LIE LAWS orrut: o N1rrX S1T,1. Al. DATE. RI C:1St HA'l'lll\ ).t).23966 1/12/2010 147 - A.B.C. Montrose TRUSWAL SYSTEMS /TW Building Components Group, Inc. 4446 Northpark Dr. Ste. 102, Cob. Spgs., CO 80907 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an individual building component not truss system. U has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TM and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, hands, install and brace this truss in accordance with the following standards: 'Joint end Cutting Detail Reports' available as output from Truswal software, 'ANSIITPI 1', WTCA 1' -Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION' - (BCSI 1.03) and'SCSI SUMMARY SHEETS by WTCA and WI. The Truss Plate Institute (TPI) is located at 583 D'Onotno Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 111119th Street NW, Ste 800, Washington, DC 20036. Cust: TOLL BROTHERS WO: Drive_S_c95672f_L00005_300001 Dsgnr: TGR #LC = 2 WT: 89# TC Live TC Dead BC Live BC Dead TOTAL 40.00 psf 10.00 psf 0.00 psf 10.00 psf 60.00 psf DurFacs L=1.00 P=1.00 Rep Mbr Bnd 1.15 Rep Mbr Comp 1.10 Rep Mbr Tens 1.10 O.C.Spacing 1- 7- 3 Design Spec IRC -2006 DEFL RATIO: L/480 TC: L/480 Job Name: CALHOUN CLASSIC Truss ID: G11 JID:422907 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 761 3.50" 1.50" 2 15- 7-12 762 5.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing Brg React Uplift Req'd Size 1 761 0 1.50" 2 762 0 1.50" MAX DEFLECTION (span) : L/999 MEM 11-12 (LIVE) LC 1 L= -0.15" D= -0.11" T= -0.26" CRITICAL MEMBER FORCES: TC COMP.(DUR.)/ TENS. DUR. CSI 1-2 / 0(1.00) 0.20 2-3 -11031.00)/ 0.24 3-4 -2374 1.00)12)/ 0.31 4-5 -2374 1.00 / 0.32 5-6 -1677 1.00 / 0.26 6-7 -1677 1.00 / 0.26 7-8 / 0(1.00) 0.18 BC COMP.(DUR.)/ TENS. DUR. CSI 9-10 / 1047 1.00 0.38 10-11 / 1937 1.00 0.66 11-12 / 2233 1.00 0.74 12-13 / 570 1.00 0.28 WB COMP. DUR.)/ TENS.(DUR.) CSI 1-9 77 1.00)/ 0.02 2-9 -1246 1.00)/ 0.35 2-10 / 483(1.00) 0.25 3-10 -933(1.00)/ 0.29 3-11 / 485(1.00) 0.25 4-11 -197(1.00)/ 0.05 5-11 / 157(1.00) 0.08 5-12 -617(1.00)/ 0.19 6-12 -201(1.00)/ 0.05 7-12 / 1233(1.00) 0.63 7-13 -909(1.00)/ 0.24 8-13 29(1.00)/ 0.01 TC 4x2 SPF #1/#2 -CAN BC 4x2 SPF #1/#2 -CAN WEB 4x2 SPF #3 -CAN Designed per ANSI/TPI 1-2002 Plating is based on quality control factors Cq - 1.00 for wide face and Cq = 1.17 for narrow face. Any alterations to this are shown for individual joints on the Joint Report. This design does not account for long term time dependent loading (creep). Building Designer must account for this. NOTE:MAXIMIMUM TRUSS SPACING IS 19.2 " 0.C. IRC/IBC truss plate values are based on testing and approval as required by IBC 1703 and ANSI/TPI and are reported in available document ESR -1118. STUB 2-1/2" 4X2 SPF #1/#2 -CAN LET IN TRUSPLUS 6.0 VER: T6.5.7 5X6 ** 2-5-4 2 + + + + + + + + + + + + + + + + + + + + + + For floor applications (not roofs), 2x6 min. strongback bridging, or cross bridging (per ANSI/TPI), is required at 10' 0.C. or less. + + + + + + + + + + + + + + + + + + + + + + Ribbon blocks have not been designed to support the point load(s) shown. They may be attached with (4)10d nails. Loads at the truss ends must be applied directly to the chord. Refer to ANSI/TPI 1-2002 sect. 7.5.2.4. Refer to Joint QC Detail Sheets for Cq factors and Rotational Tolerances. THIS DESIGN I5 THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF THIS TRUSS IS CARRIED IN A HANGER, THAT HANGER IS BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CARRYING MEMBERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Panel Lengths ' Std = 2-5-4 1-2 1-10-8 7-8 0-11-4 3 4 5 REPAIR: STUB THE LEFT END 2 1/2". UNLESS NOTED OTHERWISE, ALL PLATES MUST BE FULLY INTACT AND PRESSED IN THE WOOD PER TPI. * ADEQUATELY SUPPORT THE TRUSS UNTIL THE REPAIR IS COMPLETED. * LET IN 4X2 MEMBER(S) IF SPECIFIED. NOTCH THE WEB EDGES AT JOINT 9 TO FIT TIGHT BETWEEN THE PLATE TEETH. * APPLY A 3/8" BEAD OF STRUCTURAL GLUE TO ALL COVERED MEMBERS. * ATTACH 7/16" GUSSET MATERIAL AS SPECIFIED, WITH 6d NAILS @ 1.5" 0.C. STAGGERED IN ALL COVERED MEMBERS. THE NAILING SPECIFIED SHALL BE DISTRIBUTED ALONG THE FULL LENGTH OF THE GUSSETS AND ALONG THE FULL LENGTH OF THE WEBS AND CHORDS COVERED. * USE OSB OR PLYWOOD -MIN. SPAN RATING (24/16). IF STACKED CHORDS OR WEBS ARE PRESENT, NAIL AS SPECIFIED IN EACH. IF HANGER EXISTS @ LEFT END: GUSSET(S) MAY BE APPLIED OVER THE HANGER FLANGES (16 GAUGE OR HIGHER) OR NOTCHED IF THE HANGER GAUGE IS LESS THAN 16. DO NOT OVER CUT. 6 7 8 1.5X4 4X6 3X8 1.5X4 3.5X4 1.5X4 4X8 4X6 3X6 4X10 9 11 15-10-8 ** TRIM THROUGH THE METAL GUSSET PLATES. DO NOT OVER CUT. THE REMAINING PLATE AREAS MUST BE FULLY INTACT AND PRESSED IN THE WOOD PER TPI. THE PLATES MUST BE POSITIONED PER THE JOINT REPORT. 30" 4X6 12 13 All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). T 1-4-0 -1- 1X3 1X3 TIE 1 lit. Aly CLK I'I12Y TIIA'1" THIS PIAN, SIT: CIFICATI ON, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND 171A I 1 AM A.I11.I,V RI^.liISIP K!'.IJ I'KO- FESSION 1L ENGINEER UNDER IDE LAWS OF THE S'P OG MIN 7ftSl4TA. C' E..ALTER DA"I"F1 KI:CISTRA'TlON NO.23906 1/12/2010 147 - A.B.C. Moitryse l TRUSWAL SYSTEMS T9IY Building Components Group, Inc. 4445 Northpark Dr. Ste. 102, Cob. Spgs., CO 80907 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The boiling designer mum ascertain that the loads utilized on this design meet or exceed the loadng imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached unless otherwise noted Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install and brace this truss in accordance with the fallowing standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSI/TPI 1', 'WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- (BCSI 1-03) and 'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Assoda8on (AFPA) Is located at 1111 19th Street, PIW, Ste 800, Washington, DC 20036. Cust: TOLL BROTHERS WO: Drive_S_c95672f_L00005_J00001 Dsgnr: TGR #LC = 2 WT: 86# TC Live TC Dead BC Live BC Dead TOTAL 40.00 psf 10.00 psf 0.00 psf 10.00 psf 60.00 psf DurFacs L=1.00 P=1.00 Rep Mbr Bnd 1.15 Rep Mbr Comp 1.10 Rep Mbr Tens 1.10 0.C.Spacing 1- 7- 3 Design Spec IRC -2006 DEFL RATIO: L/480 TC: L/4811 City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use Permit#: )OcOGLI Permit Fee: (4J7J-7.ct/ ` Date Received: 1' ��/"�/' Staff: 1 /6) \4, Date: -72,2 /Acct 2 Site Address: t q g Co Well t 415-4 ("JCL Unit #: ^;J ,` 2012 RESIDENTIAL BUILDING PERMIT APPLICATION ` RESIDENT / OWNER Name: (' t t -V .c e \ LI Sk e ivW Phone: ‹:SI' 22,10-- 72 (41 N Address / City / Zip: Lig l.Jc\\ I ` MA-) (-A.-%n Applicant is: Owner y Contractor TYPE OF WORK Description of work: L --424" 4--t t .C1► i %�.. Construction Cost: 'SS 1000 Multi -Family Building: (Yes / No)( ) CONTRACTOR Company: T4SfE- a4 5 0Or.likJtilcAt tl IQ Contact: S co-\+- i OSS 41rd-w-..._ Address74ll - I S ".° I_/Jr NP -U. City: tMl�.3 f State: f\kr`± Zip: X303 Phone: 101- 3 3 -YS-3 g License #: BC..S Cl % V I S Lead Certificate #: R, --I - (10(Sct-// - wo $ If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) In the last 12 months, Yes No If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Co days of permit issuance. x J t 04A- (A) i cMr23•"-. Applicant's Printed Name in 180 cant's Signature Page 1 of 3 SUB TYPES Foundation Single Family Multi 01 of Plex Accessory Building WORK TYPES New Addition Alteration Fire Repair Replace Repair Retaining Wall DO NOT WRITE BELOW THIS LINE Nato Storm Damage Fireplace Garage Deck Lower Level Interior Improvement Move Building DESCRIPTION Valuation Plan Review (25% 100% ___Ap Census Code # of Units # of Buildings Type of Construction 31,0 Porch (3 -Season) Porch (4 -Season) Exterior Alteration (Single Family) Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) Pool Miscellaneous Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water Final Framing Fireplace: Rough In Air Test _Final Insulation Sheathing Sheetrock Reviewed By: Siding Demolish Building* Reroof _ Demolish Interior Windows Demolish Foundation Egress Window Water Damage *Demoiitioh of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Other: Pool: Footings Air/Gas Tests Final Siding: _Stucco Lath Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill Final Radon Control Erosion Control , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL jL' Page 2 of 3 REC;EIV' f JUL 242012 Ra 9r rs �. /A. 270- 1.4)0L LLLL Larson S�% Larson Specialty Structures Inc 5931 Hobe Lane White Bear Lake, Minnesota 55110 651 429 5143 Fax: 651 429 6761 www.mildred1@comcast.net I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Print Name a C. Larson/� �1 G Signature Date 6- /'rir2 License C=141,,iLt,�6 ,� 1 Tis I M.N.5vers C» fr. Comm. No. Bgb i City of Eag.an 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: L /2 2012 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 77/;04/ 1 t Site Address: Tenant: l y w.el�h1.01, 6k Suite #: RESIDENT / OWNER Name: Phone: Address / City CONTRACTOR ''/77Zip: Name: •. Orifi OA / ik)? ti l'i? (.– License #: .47 474 -Pit /`t Address: /7l `// , /,L'A,--, City: (G 10 State:A l/ Zip: 3 0 9 Phone: 0 22 -VI j 0 r /1 Email: J0yOkt lr>rtMiiiz= r'4c 6 siiwiqi /. c-4? r'1 Contact://r4,.,;( � TYPE OF WORK �J- New Replacement Repair Rebuild Modify Space Work i R.O.W. — p i — -. 14/37'4�i J /— 9 L — /' / Description of work: 14/c�ne"! •< qii,/5-4p �/ cl/aceT" t PERMIT TYPE RESIDENTIAL Water Heater l Water Softener Lawn Irrigation ( RPZ / PVB) Add Plumbing Fixtures (— Main / Lower Level) Septic System Water Turnaround New _ Abandonment RESIDENTIAL FEES: $60.00 Minimum Water Heater, Water Softener, or Water Heater (includes $5.00 State Surcharge) Fixtures, Septic System Abandonment, Water and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation $60.00 Add Plumbing *Water Turnaround $105.00 Septic System Turnaround* (includes $5.00 State Surcharge) and $5.00 State Surcharge) TOTAL FEES $ (add $189.00 if a 5/8" meter is required) New ($10.00 per as built) (includes County fee CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x /11a4 s 4,4 , r x Applicant's Printed Name A p icant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground _Rough -In _Air Test _Gas Test Final PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA159715 Date Issued:01/13/2020 Permit Category:ePermit Site Address: 1486 Wellington Way Lot:7 Block: 5 Addition: Steeplechase Of Eagan PID:10-72540-05-070 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Michael Shishkin 1486 Wellington Way Eagan MN 55122 Dakota Water Treatment 17484 Goodland Path Lakeville MN 55044 (952) 953-4643 Applicant/Permitee: Signature Issued By: Signature