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1601 McCarthy RdCASH RECEIPT RECEIVED FROM CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN. MINNESOTA 55122 DATE e?? ts AMOUNT $ I Zo 4,???? Q?? oa ?'cCa?y? n I I AR5 ,oo ? CASH F] CHECK . : FOR . _._ " - • ....a(i' . <. FVND COD6 AMOUNT c Thank You rJ?^ BV G?? -- J J ? 1 r 3 7 White-Payars Copy . Yellow-Posting Copy Pink-File Copy CITY OF EAGAN 3795 Pi1M Knob Road Eagan, Minneaota 55122 Phone: 454-8100 FP? - A)t _ PERMIT Date: 5-Z I-79 `snA 5 ?;iblen, Nf?nori.??.1 Iiic?ray Site Address: n0 /??-?' D / Lot _.?ydf _ Block -4? Sub/Sec. _ Nome ?A FAeifi'le' e Address ?'?4 Si`3'PJ?I ",9H?Orlci?- Fz7'qh4av 3 O City Phone: Name "'' FTeZ'Y_PS Bealt3ria - . P Address ??3*7 (Iiicacr A?m• e4?. e 0 City Phone: This Permit is issued on the express condition that all work shall be Minnesoto Stotutes and City of Eegan Ordinances. OCID(TSTICN P?II2 RK.RlnW No. 1493 Receipt No.: 14235 Single Residential Multi Res., Comm./Ind. I New/Alter./Repair Cost of Installotion lrtv)n. Permit Fee 10.00 Surcharge ' So Toto I done in occordance with all applicable State of Building Official C TY OF EAGAN 3830 Pilot Knob Road Eagan,Minnesota 55122-189 i010i aQi_na7r i SITE ADDRESS: ? . . ,. I PERMIT,SUOTYPE:,; ., ? I INSPECTION RECORD PERMIT TYPE: Permit Number: ? Date Issued: ? . ., APPLICANT: p!t' C ANN .IONN (r,1,i t .q+,r; 01.44 TYPE OF WORK: FM?MIM(i Permit Holder Date Telephone # PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METEfl FLUSH MAINS CONDUCTIVITV TEST HVDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL ? OF EAGAN street Improvement Date Amount Annual Years Payment Rece" Date STREET SURF. 1976 1096.50 1 6 STREET RESTOR. ? GRADING ? SAN SEW TRUNK 1 68 .(?Q Q d 1 WER LATERALI * 1974 2 ? 1 P• * 1974 WATERMAIN WATER LATERAL 7 1-30-79 WATERAREA 1979 280.00 280.00 C005224 1-30-79 STORM SEW TFK STORM SEW LAT CUFB & GUTTER SIDEWALK STREET LIGHT WATERCONN 250.00 13200 , 1-30-79 BUIL01 ER. ' SA 500.00 13200 1-30-79 RK cirr oF FAc,4N 3795 Pdot Knob Road Engan, MN 55122 Zoning: Owner. .• •; _,?. Address: Site Address: ? Plumber: . ?? Meter No.: Reader No.: 1 ogree to comply with the City oF Eagun Ordinonees. R.. Date of Insp.: CI7Y QF EAGAN 3795 iilot Knob Road Ergan, MN 55122 Zoning: - Owner: Address: Site Address: Plumber: _ ? 1 agree to eomply with ehe City of Eagan i Ordinanees. I BY - Date of Insp.: WATER SERVICE PERMIT PERMIT NO.: DATE: No. of Units: Connection Chorge: Account Deposit: _ Permit Fee: -- Surcharge: Misa Chorges: - Total: Date Paid: I nso.: Connection Charge: Account Deposit: Permit Fee: ' Surcharge: Misc. Chorges: Totol: Date Paid: SEWER SERVICE PERMIT PERMIT NO.: DATE: No. of Units: GTY OF EAGAN Remarks LzI?LS7,/,7- Y& Addition Odell Addition Loc I eik I Parcel in 53815 0_1.0 ?03 Owner ' street 3044 Siblev Mem Hwy State Eagan, MN Improvement Date Amount Annual Years Payment Receipt Date STREETSURF. ? STfl E ET A ESTO R. GRADING SAN SEW TRUNK ?9G SEWER LATERAL WATEFiMAIN WATER LATEFAL WATER AREA W STORM SEW TRK STORM SEW LAT ' CURB & GUTTER ' SIDEWALK STREET LIGHT WATER CONN. p0 0 BUILDING PER. ' SAC ? Gl7 p PARK ?. ! t A A T W HI P NO. 256 BU1 L Di NG P E R N9 IT Ownee ? ? ? ... { .%r? . .. .. ........... . - -- -- ' Eagan Township ----- . . y?? Tow Hall Address (Preseni) ...... ---- --_ - . • -?y!`r:? r-."` ?r Builder ...... . .............:........?... ... . -- - _ D e ?-- - . ? _ . .. ... ... ........ .. .. Address - - - --- -- - ------ ......----- - -- - ° ° .......--.° - DESCRIPTION ? 5tories ? To Be Use For ? ??-' o ?? Fronf ?? `? Depth I 7? HeighY Est. CosY ?? Permi! Fee Remarks ? - - r LOCATION /O ?'7D O Street, Road or other Descripfion of LocaYion I Loi Block AddiYion or TracY 0 41 O o ? f ?• - his p r if does not authorize the use of si4s, roads, alleys ar sidewalks nor does ii give !he o ner os i'hi s ageni !he riiof to create any siiuaYion which is a nuisance ox which presents a hazard 3o Yhe healih, safefy, convenience and general welfare Yo anyone in the cornmuniiy. ! THIS PERMIT MUST B P'ON T?P EMI$ WHILEITHE WORK IS IN PROG?/SS1.r This is to cexYify. 3ha3-°?ta??,?-°. .i. .-s?4-tt....has permission Yo erect a_ o;z--------°----- -- --upon the abov desc ' ed. premise sub'e ihe rovisions of 3he Building Ordinance for Eagan Towns-hip- a- ed April 11, 1955. . :.... Per - - - ------------------------------- -------------------......--°°-----......------ --------?? --_ - - 4?=?,e -?---- -._ ........... .... . . Chaisman of Town Sa d Building Inspecior This requeszt void 18 months from - R 71938 Date of tequest I, as icensed Electrical ontr tor 0 OFwner, do hereby request inspection of the above electri- cal wiring installed at: A . ? e Street Address or Route No. Section Township Which is occupied by 0 County Is a roughin inspection required on this job? No O I Yes ? Ready Now 00'? Will Call O Power Supplier Address Electrical Contractor \ !:?? &. Contractor's License No. (Company Name) ?) Mailing Address ?_ A tyL 4L5L p,/f?./I ILJ (tl?jctricai tra t r(awner MakinTThis Installation) Authorized Signature /?p 09 Phone No. -?2??d (Electrical Contractor or O ne Making This Installation) S4 (1 `1?? ????? ???? This inspectian request will not he accepted by ffie €J f?? kJ Stete Board uniess proper inspection fee is enclosed. Minnesota State Board of Electricity 1954 University Ave., S4. Paui, Minn. 55104-Phone 645-7703 * -°liF-QUEST FOR ELECTRICAL INSPECTION CHECK BELOW WniFK C[)VF.RRiI RY THIS RRf11IF.CT 3 ?450'.cl?.u.-t lvr,e-G. ??19 3 8 Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ? ? ? Range ? Temporary Witing ? Duplex ? ? ? Water Heater ? Lighting Fixtures ? Apt. Bldg. ? ? ? Drye: ?/ Electric Heating ? Commercial Bldg. ? ? ? ? Fumace L rJ/ Silo Unloader ? Industrial Bldg. ? ? ? - Au Conditioner Bulk Milk Tank ? Farm ? ? ? List List Other ? ? ? p HeieISI ? Q Heierg ? COMPUTE 1NSPECTION FEE BELOW Seevice Entrance Size: # Fce F Sub e:s: I# Fce Cicwits: # Fee 0 to 100 Am s. 0 s 0 to 30 Am eres 101 to 200 Amps. 31 s- 31 to 100 Am eres Above 200 Amps. Ab e]0 ` Above 100 Amps. Transformers Remote Control Circ. Partial or other fee Signs Speciai Inspection Minimum fee $5.00 i b0 Remarks TOTAL FEE IS'u q' l, the Electrical lnspector, hereby certify that khe above inspection has been made. 'I ty-, S'Z7 (Rough-in) " Date (Final) o. ??4 ,?j Date This request void 18 months from ;;/ ?? ??0'? 7 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City OfEagan 3830 Pilot Knob Road, Eagan NIN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New ConsWCtion Reauiremenis 3 registered sRe surveys showing sq. ft. of lot, sq. ft. o( house; aqd all roofed areas (20% maximum lot coverage allowed) 2 copies of plan showing beam 8 window sizes; poured found design, etc. 1 set of Energy Calculations 3 copies of Tree Preservation Plan if lot ptatted after 711/93 Rim Joist Detail Opfions selection sheet (6uildings with 3 ot less unils) Minnegasco mechanical ventilaaon form RemodellRepair Reauirements 2 wpies of plan showing footings, beams, joists 1 set of Energy Calculations (or heated additions 1 site survey for addi6ons & decks Addi6on - indicate if on-site septic system ORce Use Onlv Cert of Survey Recd "Y ' N Tree PresPlan Recd . Y'. N Tree Pres Required Y_ N On;site Septic Sysfem _ Y _ N Date Construction Cost ? Site Address 160 0\ "? ?Y P, Q , UnitlSte # f'vl SS Z ? Description of Work I\F r` ??r Multi-Family Bldg _ Y_ N Fireplace(s) _ 0:1" 1 _ 2 Property Owner ? 'l_kNti Telephone # ( &! ) ?? C?-122 Contractor s [L F Address j6 ol i'1cc ' s}-e-? Ily " City 4_A?lj'!J State Zip Telephone #((.3Sj ) S`T 2 G -7 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Categorv 1 Minnesota Rules 7672 Ene?gy COde Category . ResidenGal Ventilation Category 1 Worksheei • New Energy Code Worksheet submission type) Submitled 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 plan? _ Y _ N If yes, date and address of master plan: Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone #( Telephone # ( Telephone # ( I hereby apply for a Residential Building Pennit 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; 1 understand this is not a permit, but only an app icatio for a permit, and work is not to start without a permit; that the work will be in accordance with the appro' d pl in the case of work which requiresa review and approval of plans. ? `J o?N ?1 ?-C? r•? r.? ? Applicant's Printed Name App icant's Signature DO NOT WRITE BELOW THIS LINE Sub Tvues [3 01 Foundation ? 02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? 05 03-plex ? 06 04-plex Work Types ? 31 New ? 32 Addition 0 33 Alteration ? 34 Replacement ? ' 13 16-plex ? 16 Fireplace ? 17 Garage ? 18 Deck ? 19 Lower Level ? 20 Pool ? 21 Porch (3-sea.) ? 22 Porch/Addn. (4-sea.) ? 23 Porch (screen/gazebo) ? 24 Storm Damage ? 25 Miscellaneous ? 30 Accessory Bldg ? 31 Ext. Alt - Multi ? 33 ' Ext. Alt - SF ? 36 Multi Misc. ? 35 Int Improvement ? 38 Demolish Interior ? 44 5iding ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors •Demolition (Entire Bldg) - Give PCA handout to applicant DeSCrlpti011: Water Damage `Yes Valuation Occupancy MCES System Plan Review 100% or 25% Census Code Zoning City Water 5AC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinkiered Type of Const Width _ Footings (new bldg) _ Footings (deck) _ Footings (addition) Foundation Drain Tile Roof Ice & Water Final _ Framing _ Fireplace _ R.I. _ Air Test _ Final _ Insulation Approved By: Base Fee Surcharge Plan Review MCIES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ? 07 OS-plex ? 08 06-piex ? 09 07-plex ? 10 08-plex ? 11 10-plex ? 12 12-plex REQUIRED INSPECTIONS _ Sheetrock Final/C.O. Final/No C.O. HVAC Other Pool Ftgs Air/Gas Tests Final _ Siding _ Stucco Lath _ Stone Lath _Brick Windows Retaining Wall Building Inspector w . * GITY C?F f"AGaN [;ASHXEF:- s 7ErMINAL. NQ. "BS M-7Ec 07!22f98 TIMF: 15a36:02 2Da NFiME r MUKF'HY MCCANN 3430 9001 ADIIFiESS Ch1AN(:+F_ `iqo00 Tot a1 Receip+, Amouni: e 50.00 CR03i:1!E,$ USE.R IDe NANCY .. ? city oF cagan I b? THOMASEGAN Mayor PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN CHANGE OF ADDRESS THEODORE WACHTER Council Members THOMAS HEDGES City Administrator E. J. VAN OVERBEKE CityClerk OLD ADDRESS: ? r ? NEW ADDRESS: S LOT / BLOCK j PLAT NAME Od' I f C?-????'? REASON FOR CHANGE: kg C?&ei? 1??u l3 ATU RE) (DATE) &P-66`1(to (Applica#t name - please print) (._i -?') U c: ? CD(FORMS/CHANGE OF ADDRESS MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 5522-1897 PHONE', (612) 681-4600 FAX: (612) 681-4612 TDD: (612) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GRON/TH IN OUR COMMUNIN Equal Opportunity/Affirmative Action Employer MAINTENANCE FACILIN 3501 COACHMAN POINT EAGAN, MINNESOTA 55722 PHONE: (612) 681-4300 FAX. (612) 681-4360 TDD:(612) 454-8535 2006 RESIDENTIAL BUILDING rERvuT ArrLtcaTioN City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construclion Reauiremenfs RemodeVRepa'u Reauirements 3 registered sile surveys showing sq. ft. of lot, sq. flr of house; and all roofed areas 2 copies of plan showing footings, beams, joists (20% maximum lot coverage allowed) 1 set of Energy Calcula6ons for heated additions 2 copies of pian showing beam 8 window sizes; poured found design, etc. 1 sile survey for additions & decks 1 set of Energy Calculations Addition - m ica ei on-sfte septic system 3 copies of Tree Preservation Plan if lot piatted after 7/1193 Rim Joist Detail Options selection sheet (buildings with 3 or less unils) Minnegasco mechaniral ventilation form Office Use Oniv CQA ot Survey Reod _ Y_ N Tree Pres Plan Recd Y N. 7reePresRequired _Y ?N Onaite Septic System Y_ N Date ? / ?fa) / ?Z Site Address 1601 Construction Cost , (-r6 UniUSte # Description of Work Apo/'r Jp ? Multi-Family Bldg _ Y_ N Fireplace(s) _ 0 _ 1 _ 2 i PrapertyOwner :Y0#J ?i m.l??ft?/ w{q.NfV Telephone#((5( ) <O-2 072.2. Contractor 66 (V?? Address State City Zip Telephone # ( ) COMPLETE TH15 AREQ ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 CateQOrv 1 Minnesota Rules 7672 Energy Code Category Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 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 plan? _ Y _ N If yes, date and address of master plan: Licensed Plumber r? ---- -- ---- Telephone # ( Mechanical Contractor 1 ' Telephone # ( Sewer/Water Contractor i 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 appro d p in the case of work which requires a review and approval of plans. . -?, av I*(Ayp - 01(4 Applicant's Printed Name App i anYs Signature DO NOT4'I2ITLE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Poal ? 30 Accessory Bidg ? 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 g 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screenlgazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex 0 25 Miscellaneous Work Tvpes ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding 0 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Aiterafion ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement `Demolition (Entire Bldg) - Give PCA handout to applicant D2SC1'IptfOll: Water Damage _ Yes Valuation o, c,c%- - Occupancy R-3 MCES System Plan Review 100% or - - 25% • Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. 3:? PRV # of Bidgs Length 6t Fire Sprinklered Type of Const Width 3fl ' REQUIRED INSPECTIONS _ Footings (new bldg) _ Sheetrock Footings (deck) FinaUC.O. ? Footings (addition) ?0 Final/I`TO C.O. >0 Foundation 4a HVAC Drain Tile Other Roof O Ice & Water )4 Final Pool Ftgs Air/Gas Tests Final ? Framing _ Siding _ Stucco Lath _ Stone Lath _Brick Fireplace , R.I. _ Air Test _ Final _ Windows ZD Insularion _ Retaining Wall Approved By: -------------- ---------------------------- , Building Inspector ------------------------------- -------------------------- ---------------------- ----------------- ----------- ---- Base Fee 3 loetA- X??• °v Surcharge Pl i R j ?, yr ? e?/e ev ew an U?Qe2 , , MC/ES SAC City SAC Utility Connection Charge ?- 3 ? I? 5&W Permit & Surcharge • ? Treatment Plant `741 1 . - License Search ' Copies Other Total Permit # Permit Date r?(Ij REScheck Software Version 3.7.3 Compliance Certificate Report Date: 09114106 Data filename: Untitled.rck Low-E: Window 1 copy 2: Above-Grade:Vinyl Freme:Double Pane with S 0.280 2 Low-E: Window 1 copy 3: A6ove-Grade:Vinyl Frame:Double Pane with 8 0.280 2 Low-E: Window 1 copy 4: Above-Grade:Vinyl Frame:Double Pane with 8 0.280 2 Low-E: Window 1 copy 5: Above-Grade:Vinyl Frame:Double Pane with 8 0.280 2 Low-E: Window 1 copy 6: Above-Grade:Vinyl Frame:Double Pane with 8 0.280 2 Low-E: Window 1 copy 7: Above-Grade:Vinyl Frame:Double Pane with 8 0.280 2 Low-E: Window 7 copy 8: Above-Grade:Vinyl Frame:Double Pane with 8 0.280 2 Low-E: Window 1 copy 9: Above-Grade:Vinyl Frame:Dou61e Pane with 8 0.280 2 Low-E: Window 11: Above-Grade:Vinyl Frame:Double Pane with Low-E: 1 0280 0 Window 11 copy 1: Above-Grade:Vinyl Frame:Double Pane with 1 0.280 0 Low-E: Window 11 copy 2: A6ove-GradeMnyl Frame:Double Pane with 1 0.280 0 Low-E: Window 11 copy 3: Above-Grade:Vinyl Frame:Double Pane with 1 0280 0 Low-E: Window 11 copy 4: Above-Grade:Vinyl Frame:DOUble Pane with 1 0.280 0 Low-E: Window 11 copy 5: Above-Grade:Vinyl Frame:Double Pane with 1 0.280 0 Low-E: Window 11 copy 6: Above-Grade:Vinyl Frame:Double Pane with 1 0.280 0 Low-E: Window 11 copy 7: Above-Grade:Vinyl Frame:Double Pane with 1 0260 0 Low-E: Door 1: Glass: 40 0.280 11 Page 1 of 2 Door 1 copy 1: Glass: 40 0.280 11 Basement Wall 1: Masonry Block with Empty Cells: 600 13.0 0.0 32 Boiler 1: Gas-Fired Steam: 92 AFUE Compliance Statement The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minneso[a Energy Code requirements in RESCheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspedion Checklist. ?S'?? Builder/Designer CompanyName Date-? Page 2 of 2 .? v ? 2006 RESIDENTIAL PLUMBING PERMir aPPLicarroN CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date 1 ! G(f?? Site Street Address j?° Unit # Property Owner 3o4tJ MI-CA 1J o Telephone #"1 ) S lZ 0-1 Z Z- Contractor S 6-L E Telephone # ( ) Address City State Zip The Applicant is: ? Owner _ Contractor _Other Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license unty f ee .0 [7 Per as-built 0.00 $ Aiterations to existing dwelling $ 50.00 ? Add plumbing fixtures. This fee includes insta(lafion of a water softener andlor water heater at the same time. If you are insfalling onlv a water softener and/or water heafer, do not complete this section; move to the next section and check the appliance(s) you are installing. _Septic System Abandonment _Water Turnaround (add $130.00 if a 518" meter is required) Other: Water Softener _ Water Heater $ 15.00 _ new _ replacement . Lawn Irrigation _RPZ _PVB _new _repair _rebuild $ 30.00 State Surcharge $ .50 Total $ 5 0 I hereby apply for a Residential Plumbing Permit and acknowiedge that the information is compiete and accurate; that the work will be in conformance with the ordinances and codes of th City of Eagan and the plumbing codes; that I understand this is not a permit, but oniy an application for a per w is not to start without a permit and work will be in nd approved. accordance with the approved plan in the event a plan is require b reZe d a e:T4u Applicant's Printed Name Applic nYs Signature OCT-c6-2G06 THU 07:49 AM LiEifin Truss RAH N0, 3204853000 P. 02 ??S-z39 : .. : . ..? . FARRICATMANDDEMMOFENGNMWWV=PROOLCM W5RAK=wverAiewssr, P.a 8=sss wwsTM Mff43WraW30SaeeS Oc#ober 25, 2006 ? G?EVEWED Stock Building Supply Attia: Mikc 915 Yankee Aaodle Roaci PO Box 21099 Eagan, h1N 55121 o? DD Ca?o - BUBLDDNG PNSPCC4llONB DOM930W F€.E: MaCBnn Residence 1601 McCarthy Road Eagmi, MN Dear Mike: As requested, we have designed the foating reauired to support the A2 and A4 girdor trussas at the resideiice iden 'tzfieci abave, Our design follows the requiremeatts of the Minnesota State Building Code and tise Internatianal Resitlential Code, 2000 edition. Vv'e have designed the footings based upon an assumed allowable soil besring pressure of 2000 psf, whieh must be ver'sficd an sita hy others. The maximum reaction of the A.) girdrs and the A4 girder is $471 #. Tbe footing alao supports one end of the floor joists with spans of 15'-2". The footing required must be 2'-0" x 1'-0" continuoue footing with (2) #5 eontinuous rebar. The conerete must have a nYinimurn, comprassive shength af 3000 psi at 28 days. Qur involvement in the desigu of this strueture is limited to tlxe individual membsrs addresscd and specified in this repart. All eiagineoring aiid dcsign remains che r^sponsibility of others. Sincerely, LITTFIN 7oscph M. Paumcn, P.B. StnYCtural Enginecr i hereby cerCify that this plan, spacification, or :egazt was. prepared by me ar under rny direct supcrvision end that I am a duty LiCert9td Professional Enginujr uflder the taws of the State of Minnesota. JOSFPH i4f. PALJMEN pete lo ?/6 Licanse No. 42342 OC; -26-20G6 TFiU OT :50 AM L i t E? i r Tr us s Fg, W. 3204853000 P, 03 LIT'TFIN F?f'ATORA[? DER?lEASQF BVGII?YYOCIn p?0011CT? 666?AV?NE?T? PA? ?L666 MYI?, IMBF?TIR 5639?sOBB6 October 16, 2006 Stack Puildirig Supply Attn: Iviike 915 Yanlcee Doodle Road PO 8ox 21099 Eagan, MN 55121 RE: 141cCann Rcsidence 1601 McCarihy.Road E.agan, MN Daar Mike: At thc abovc-reforcnced building project, Yhe floor beem ie ta be supported by the A-2 & A4 trusscs. The floor beam supporC one end of the 11 7!8" I-Joists with a spaa af 16'-0"• 'I'ho floor joiats are assumed Co have a floor live laad of 40 psf and a floor dead load of 12 psF. The floor beam has a length of 39'-5"# ar,d must be a continuous and shatl be a S'/:" x 11 718" 10E PSL. The beam shall be suppor4ad at the ends of the beam and at the two gizder tivvsa lacations, see raof truss layaat. The beam shall be attached to the girdcr trusscs with 1" diameter, A36, rod asid sha11 bo threaded on each end. 7'ha rod shalk be drilled through the bcam with a 1 1/14" diatneter holo crue and plumb W shail be attached with a 5"x5'°x314" bcaring pl$te and nuts at top and bottom of heam as slzown on the enclosed detail an page 3 of 3 of this rcport. Tke top of the rod shall ba attached to the girder trusses v7th a Simpson Hff.DQ14 hold down 001'-26-200E THU 07•50 AM Litlfin iruss FAX N0, 3204853000 P. 04 vvitlx W545 woad screws as shown on the euclased detail on page 3 af 3 of t.his reeport. The Gimpaoa H14DQ14 sust bt insCailed in the center third af the 2x10 vfftical web. Tha l" diameter rod shall be protected with 2x decorative matcrial or cqual. Tho decorative material shali be install.ed such that no horiaontal ]oads are applied tn the rud. W'hen instalted as indicated, the beam to truss cannecEion meats the requiremznis noted above, i iawever, the defteation and potontia.l vibrations may be greater than if columns and Foacin$s supported the beam. Tf there are any other questions or concetns, pleast eontact me. Sincerely, LTTTFIN ?????? 3osoph M. Paumcn, P.E. Structural En3ineer Eiu. I hemby cercify that this plan, cpeciEcariat oz rvon was prepared by mc ar undcr my direct svPervision and that I am a duly Licacued Professional Eagitaeer under rhe laws of the State ofMmnesota, DatC: 10 /A bb License No. 42142 007-26-2006 THU 07,51 AM Li'tt; in Truss Fq, NU, 3204853003 P, 05 ? i1 /? clMl'S0h aHRQ^?SdSc.?a - WGQC 6CREW5 `i ? ? 2X1O b'EF?TC..F,L-' ? j (3) pLY G;12DER TRUSS PyATE 5!N3LE N !? 7f,F°k11?/8"7.0E-"? PARALLAM ?5L 'NO 5r L{CE5 AI.LOWED} OOUbL! NU? 5"x?"X3l4" F?.rE '3) G_Y GlrD£R 'fRUSS 17 7!5" JOi'm 73, D=SIGNcG BY OTHE.?tS-7 VCLi3I-E NU' SIDE VIEW 314" =T,4" i nF9E9Y 4ERf Icy •?:.7 T nik PVtJ. E''ciwGlCn%M 09 z6r1::. OH1$ FREPAFEO 6Y ME l'R U NOC'R M"71NE.:. sUA:a't!SIJh hNG raAr;uan %LYLOGtiNEEN Pe.7s€?6!own?s:idMeY+i•?e!Cf?i t r1['.aw5 GF Tr°- 5'nre [? n.ivrKaC!n GUUBI.F NU7 17 ' I I i If ~~'"-" DECOR.ATIVE 2X Mft7ER1A! FpR 900 Pi20rtECTION. 3Y GTHERS. ?j ? i ? RdD. THREA+J`ED CN t-AiH ENQ. ROD tfJST 6E INSTAl.LED Tf?E AI°4I7 f'i?UMB Ih' ALL qlr",FCTIO>dS. ' i ?I •°Y;II i r 2.Y-! V VSRITr.f'tL ? Y vq 0 ?•PI ? C 3 b 41 3 ; fi'?ti FRONT V'IE1N ??3f '3o, ? 2006 RESIDENTIAL MECHANICAL PERMiT APrLicaTiorr City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permits are required for each unit Date Site Address 1601 MCO&Tl4)/ ? fl Unit # ? Telephone # c6?) ) ??2 QZZ-Z-' Property Owner D K1 Contractor SEL-E Street Address A-m E' City State Zip Telephone # ( ) Bond #• Expires: The Applicant is ? Owner _ Contractor _ Other Add-on or alteration to existing dwellin u $ 30.00 GA2 x furnace ? Additional _Replacement _ New air exchanger air conditioner heat pump 2C other IN FLooP, (jG-A-:"( ? {k-P01T100) $ .50 State Surcharge Total $ I hereby apply for a Residential Mechanical Pernrit and acknowledge that the inforxnation is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and.with the Mechanical Codes; that I understand tlris is not a pemut, but only an application for a permit, and work is not to start withou pe t; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of pla is - nA rl l 1`C,rA tv7.1 V Applicant's Printed Name Appli t's Signature 2006 COMMERCIAL MECHANICAL rExMiT arrLicaTioN City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephoue # 651-675-5675 Please complete for. commercial/industrial buildings multi-family buildings when separate permits aze not required for each dwelling unit Date Site Street Address Unit # Tenant Name (if applicable) Previous Tenant Name Property Owner Telephone # ( ) Contractor Street Address City State Zip Telephone # ( ) Bond #• E%pires: The Applicant is Owner Contractor Other Work Type _ New Construction _Interior Improvement _ Install Piping _Processed _Gas Under/Above ground Tank Install Remove When installing/removing tank(s), ca/I for inspection by Fire Marshal and Plumbing Inspecfor Nature of Work: Permit Fees: $7050 Underground tank installationhemoval $50.50 Minimum (includes State Surcharge) OC Contract Value $ x 1% _$ Pernut Fee $ State Surchazge If nermit fee is less than $1,000, add $.50 If permit fee is more than $1,000, surchazge is $.50 for every $1,000 owed. $ Total Fee 1 hereby apply for a Commercial Mechanical 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 with the Mechanical Codes; that I understand this is not a pernut, but only an applicarion 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 wluch requires a review and approva] of plans. Applicant's Printed Name Approved By: Inspector Applicant's Signature Required Inspections: _ U.G. _ R.I. _ Air Test _ Gas Service Test _ Infloor Heat _ Final _ ? _ , _ ,_ .. . ... _. , , _ _ '_207_t71_98_2Q0_PLATS_PDFS PAGE 1 - 313112006 3:46:57 PM ? ? , i i ?????`? ? ?? I .?..??..?.? .,?.?,.,. LOC,4?'lON ,'MAP (ND SCAIE'? :; ? . . . ? ? ? . ? ('OYi/iY RaAO ?? 26 ? . ? . ? i ?ra?Nace?nUrru?y ?... ?DpOro? p -? EASfA?fN15ARF s4lawN l"11f1S: '??, ?R??, a`p ' ----d--q'-'--? r-?-- rV.W.? ? NE / ' KNUW pLl MEN 0'f THESG PRESENTS: That ?avitl R. Odell ard PnYricia 0. Odeil, huzhrnd and wife,?Owners 8nd ? ? ? ? --? ??-- ?' i ? ? ? ? - ?--- ? .. proprietors of Che faitowing I ? ? ? . . ? ? ? descri6ed praperty ncuateo in the County of llakota, State of Minnesota, to Nit; ? -? . ?? ? bern¢ 5fe?trr+ w?allh unless olhtrwrse That part of Lot 2, NcCAR7HY RIOGE, as piatted and of record in the office of the Cou?ty ??. ? ? . / J J r,?' [ ? ?. ?? ? . . Recqrder, Dakota Cuunty, tki?nesota, lying southerly nf the follorring descri6ed Hhe "A'; ? ? ? ' ? ? ? 1t)L?f?Qlf?i? ?'t?Q?Jdhl/7? ?D?rNJtS?dS ?? vV' ? ?? ?'G' ? ? ? j n6 ?/?p? Gomoencfng at the southeast corner of said Lot 2; thence N 2W54'00" E, bearing a55umld, afong the ?? ?? . ? S1hO_W"I? 0/10? ???t?"! ffl WIQt7!/ `p?11d??Ql/1JP1? .. , ,? ? easterly tine of said Lot 2, a distance of 203.19 feet to the point of beginning of Line "A° to ? ' S7ffCJ ?li?$? !:S ShOW11017 /r/??p? ? ? be descrihea; thence N 84?01'00" N, a distance of 279.70 fept to the westerly h?re of said.lot?2 and ? ? . . ? ? ? ? ? ? ? there terminating. . . ? . ? ?? I ._._ ? .._ ? . p /' /? / ,?/ have caused the same to be surveyed aod platted as OOELL ADUITfON and do hereby dooate and dedicate to the ? . ? ? "JI'e?tlOn ;?g ?..? ? ??UR?pyIL ?,?(.?ALE ?lU ???/' ? public for pu6)ic use forever the highway and also dedicate the easements as shown on this plat: far drainage ? ? ? /? ?? ? r? . and utitity purposes only. In witness rhereof said David R. Odell a?M Patricia B. Odell,.husband and wife, ? ?. T((J?j,?j/J/ 2?? R(frflJQ G3 '. 30 ?? ?? 0 30 80 • have hereunto set their hands this $?ry day of Da7-p66 y?, 19? . ? , P J . i ( l 0 Denate5 ?'ovnd rran mdnument un/ess ??-?A Q. ?? „?u,;??., ?. _ ? ? ?? otherwi5¢ indicafed , ?'? a? r,?,a , e ` ? I? ? p s? Th2 Fas1'Pr/y Irne of' Lo? ? 2, ? Mc GARI'NY RIDG? ? ? 044??,? / i9 assu?ned 1`o hoye a beari?,9 0?' 320°59'OD"GV ? ? / ? ? ° Denotes / inCh 6y /? inch iron rnanumen? ' ? ? , ' ' ? \? ?v??? 00 / sef. morked by ?eyisfro?`ion No? /09¢3 r V ?? < < i ? ? e , l'1 ? D ? ?? _ ,? ? ,) ?y? 3'??e `?q6?? ?? 64,PO Li/7e q + ?/-o , ? ? STATE fl( MINNE 0T? The regoing instrua?ent was acknoirledged before me this.? day ofJ+? ? ? ? o nn ??? ? ?` ?? ,_ / ? COUNTY OF 19 by Oavid R. Odeli and Patrisia B. Odell, husbard a'?n -wife.: '""-'"-'??? ? ?? ? g?? ? STArF ?-.QU M?op??w ??jr/ : n? ? t ? ? ?b , NK ' m / ? ? G /// ?? ' ?? , ? 1 y?6yWqvtip.??o 'y ?3p,oa ?79, 7p o? Q? ?? lt-otary?u i?---'E'oun?,id'?innes_"'o?, i ? ? ? ? ?'?S+ ? . "'---, ' `""".^--...,,,., ??OP/ `V IEy Cortmission Expires ? \ ???? d ? ? ~ ? ~7,3' f?"' 85.pd p .? \ -7 '__ .1 ? ? r oo-w ? ?o y?x?, ? tv? ,; i / ? `-, o ?r ' ? ? ???, ? ? ???,?'? { U? ? ? ? ?° - , __ _ \ a / ?? 0?' l r ? 1? ? ' / / / ? __ ..__ ____---____ / o ___: __- --- _ _ _-- _. .,. . ?- -- / _.. ?. _.: _ ._.. . __ . _ _.( J ? `?? ? ? ? ? v Zs'`'.., . / / c? I hereby certify that I have surveyed and platted the property described on tMs tat as 0? ILl AODITION ?? \ //?,? / 3 ? 1 ?? pl / / ?? that this plat is a correct representatian of the survey, that att distances are correctly s?own an the \? ,??? ? M1}???(? D. ? ? ? piat in teet and huntlredths of a foot, that all monuments have been correctly placed m.the grouM as shown, ?? \ p / ? ??`y ? 1? /?? / `? \a ,? that the outside boundary lines are correctty designated on the piat and that tbere are no tieNands or I ? \ ?.U . / ?? Q ?( pablic highways to be desi9nated other than as shown. ? / ? /? / ? ,? ? / A&? ?? ., ? ??U i ,1 - /? ? ?_?!_?'_ ___-__. ? ? ? ?\' `?? . / `oo / ?7 ???' f .. . , / 'UV ? ?arylC ar s,'laniT urveyor ? ? . . ?a ? ? : ? ..'/ ? /? . I . . ? Minnesota Registration No. 109?43 ?. ! ?? . - . / ? . ? ? ' ? ? , \ STATE ?F MINNESOTA The f_ oreqoin Surveyor's Certificate was acknowledged bePore me thi?'?T? day of ? \ ? ,} I 0 ? 3j ? ?; ' ? D0 / 2 ? l,? C6UYTY OF? C?.,ffuq3?,19?, by Gary q, Narris, Minnesota Registration No`76343, ? ? ? ??? ? ? j <<C?? / c? ? / ??' 7 ?h°' / 00 - ? ,? ??y `??? / ? , ? VI:I Ih d a NAJ?fR ???i//!/ ? Pi? ?y? h ??,??? o ar u u, 0 -CCoun?';Nirinesuta ; Q1? (?I r??? My Comaission Ex ires r ,.?..a,?,..,?.......,?.. .?_.,..? P -?. J1_?1Q91 ; ! ??..J ? ? ?? ? / o ? p ? ??? ?? l? l ? N l ?r? We do here6y certify that on the?T?.day of? 19p , the City Gnuncil of Eag?n, M1?nesota, ? ? ? l?` ? ? ?? ? I ? ? +) ? approved tMs p1aT: ? - ?SLcI?S_I-.? ?. i.. . . ? . . ?? . :5(? .?? . : ? \ / / ?,nayor !\ ? l ? 1.?0, p? 5,?'/ I OR?IEQ ??r E ? i ?? ? / ? L ..._.._. _, ` S.E, C ? R?D? ! ?? __? ? , ? Ne?e - -- --?io CqRfN ?reP?? I / ?% .???rk ? ? I, a? oo°? < 2, 8??0 rc `?a?i? `; J ?b ?J 0 0 o??er u ' , ? Vurswnt to Chapter 212, Laws of I9innesota, 1473, this plat has 6 n approved this st day of Ocfiabew / C? 5 a? ? ??. r.., ?? 19 B? . - . , ; . \?? . ?` ' ? ?' . ? ?. `".?" ----.. \`? ? ? By ? ?.Art? C'?'? ? i ? ? / \?°? ? . ?: 0 V ? v . ???' Y/? ? ? ? , I ?' . . ?/ bernard . arson,l7a?o?a Cou'?y'Surveyar ? ? ? ? ? l ?° / ?' ? ? ? ? t hereby certify that Che?aees for the yearrB1^4;??'-j for the lan described on this plat as OOELL AdDITSON i ? ? ? / ; o . , ? ? '`.1 ? r/ '/ ? ?? I ` ???? ?J /?? ?/( /.., ( have been paid on this?_day of-??C??? 19?. • .. /' . e "`° ? ? ? ? ? ? '-~-- ?--.__ ____ ? I r ?' ?' //? L? ?° oun y reasurer / . '?"^+ ?,`?:? ??? '?. . ? . ? ? - ? ? 6akota County, Minnesota .: ; . ?45 / ? ??..` ? ? ? No delinquent taxes due and transfer entered this ??'$ay of \ j {?.?-?,(L ? ?9? ? ; ? . ?? tV : . ? ,.?,_, ?, n ? ' ?! r ?l ? --- ?, ). ? ? / , i` ?flC? ? . Ji i'U/`?? ? 3p 6oun q u i or? a o?a Coun?? nne? o,??E? ?? ? ? ? ? ? ( / ?u?? ? ! Document Number-(?? ? ? ? ? - ? . ? ? / ,? . ? 9l?t6l??AR1 °9 / l?re certi4y at th' fostrument was ed in the,pfftc.e of yhe County Aecbpd?or reeord on?? ? ? , ? - ? ? ay of , 19?6?'j ?a?;ati??i,YJ?/J ? . ? ? ? NQ6?i?,?Et6NQ ? ' e4 ? ? ? . Q? /,?V ?/%/ ? INt^.?_ ? ? ?? ??? / ? =' ? oun y ecor er, a o a oun y, inneso?a """ ? - `, ,? ??'????` ¦ ?'?- ?` ?' L ,? ?" . - ? ?,,.,? j '? ?z???r ? e?? ? ? ? ? ? a ? , ~ ~ rr r ~ 1 "t -t i - n , . . . . . - . i I ? i r~~t~7_ i i i,_~3~_2~U_rLH l ~_F'GFS h~NG~ 31,5 IICUUb 3:4b:5~ NM r: i _ ~ , , _ , , , I . ~ . ~ I ..r . ~ . , : . . . , : ~ : , ~ , ~ . . : . . ~ ~ . . . , ~ . . ~ . . . ~ ~ . . . ~ s ~ ~ ~ : . . . ~ I . . ~ ~ M 4~f7 ! ! O/V . .lYI!'7!' ~ ~ . ~ . . . , ~ _ , ~~a ~ _ i' ° ~a~arY RoAO No. 26 , j " . QN U~ AlN~G~ D Ul`! • , ADpp rl~N _ l,Jl1W . EASE~EN A~f 5 1"~(J ; AS T5 S ; ' - a ~ ~ p~r,r ~ J1~ 1"~(lS ~ a°A° ~ _ ~ 3 ' r- , ' N W ~ I / ~ t,~ . ~ 1 e , ; , ' ~ . 4~ ~ ' KNO~ ALL MEN Q`~ TNESE PR.ESENTS: 7hat David R. Odell P h ~ ' ` :I._ ~ ~ , ard atric~a B. Ode77; h~as ~nd and wife owners antl ~ , 'praprie~ors , of the~followin . - _ 9 described property s~cuatea ~n the County of Uakota, State of Minnesota, to wit: i ~ ~ ~ 1 , . . ' . ' . ~ ~ ' ' 3• f n n w hat arti ~ . . be? ~ r~fdlf~ u I~ss 4dP~~r ~ T o Lot 2 McCARTNY RIDGE as 1 ~ : F , , p atted and of record in the office of the County , J, ~ , ~ I~SS 4dP~~rwlS~ ~ Recorder, Dakota County, P4innesota, lying southerly of the following descri6ed line "A"; rn(7l Old~Qr (~~C~U10~! 0 ~l S 1 ~ C l l r~t ~ . ~ ~~~~~~s,~ 5 w / 5. / ' Cananenctng at the southeast corner of said Lot 2; thence N 20~59'00° E, bearin assumed alor the 4'h46MP7 d'f~ 1Q ~°~'liT l+~l OP1~O~t,tv + 9 , g . ~ f ~ ~r,~ o~d ornin . easterly line of said lot 2, a distance of 203.19 feet to the point of beginning af Line "A" to ~ n S~!" l c~s s o~v an ~ , „ ~s h 0 , a b e d e s c r i b e d; t h e n c e N 8 4° i l i Q O W, a d i s t a n c e o f 2 1 9. 7 0 f e e t t o t h e w e s t e r ly l i n e o f s a i d Le t 2 an d ~ f~ a0 f ~ ~ ~ _ there terminating. ~ ~ ~ , , , have caused the same to be surve ed and latf~ed as ODELL AD I . _.::_::1..._._ . _ _ Y p Q 7ION and do hereby donate and dedicate to the pi~blic for public use forever the hi hwa and also dedicate th 9 Y e easements as shown on this plat fcr drainage 5ectioh 9 ~RApI~IC SCAL~" l~l aod utility purposes only, tn ~itness whereof said David . d 1 R 0 el and Patric~a B. Odell, husband and wife, have hereunto set their hands this day of , 1 , ~s a ~ , 9~ . _ row ~h~~ 2~, e z~ 3o a 3~ . 9 .i ; ~ ~ _ ~ ~ D2nateS ~'ovnd iran rnon~rn~nt UnlesS ~ 4 . . . ~ ~ . - . ~ 'I . . r~: ~ wl 1' ,r n ;1 , ~ . . ~ . . ~ , ~ ~ ~ . . ~ . ~J~ ~ ~ , ...1~~n ; 7 ~I~~y~ ! ~ . ' . ~ . ~ . ~ . . . ' _ . , . i otherwr5e rndicat~d ; av1 , e a r~c~a , e , ~5 , ~ b. ~ T"h~ E'o~t2r/ /ine o,~' Lo~ 2, JGfc GAk'1'NY ,~'I~GE ~ y . , ~ ~ i.~ p,ssumQ~,/ fo hQv~ p depriny o~' S20°~5"9'OD"Ci(/ 0p I , ti~ . ~ a . ~~eno~'es ~2 inch 6 I~ ~nch ir n ' i . , ~ o, , . . a ~ ~ y o rnon~.rl~rr7~ ~ _ p ~ _ 5ef. r~arked by ~ey~sfra~`iorr ~ilo ~/09¢3 r r~ ~ti , l~' . ~ ~ 1 , e Q ~ u o? . ~ G ~ r. 64,74 , ~ ~K d~ 0 STATE OF MINNF 07 The reg~ing instrument was acknowledged before me this day of COUNTY'OF l9 . _ , N,.,,,w '64 74 ~ ~ I/7~ " t ~e ~ a ~r . , by Dav~d R, Odell and Patr~cia 8, Odell, husband and`wife. ~ r ~ ~ ' , , Qr ~°""~'4'°' , ~ ~ ~ l a ~J , ~ k/Gy , , ~ . Gi/,~V / ~~U'~'~ a ~ ~ GNw~V ~o. ~3~0 , , ~ ~~o, oo 70 ' ~ ~ ~ ~ ~ ~ _ . . ~ ~ ` Notary ~'u tc, ~oun~",~(inres~~ o~a" ~ ~!~M y ~ , ; I . ~Q ~ . , e O °V .9y Co~niss~on Expires___.____._._. ~ , ~ `~if.~ i ~ ~ 85. p~ ~ ~ U ' . ~0 j, ~b~ ~ ~ h ~ t .5 ~ o t , i ~ , ,d~~, : ' ~ ~ ~ , - ~1 . . ~ ~ ~ ° , ~ ~ 3r~ ~ , v~I~~ / ~ ~10 ~ ~ ~ l. , i ~i l V ~ ~ , ~J , / ~ ~ . i i1 ~ , p . . ~ o ~ n ~ ~ / . . : 0 , - Y__ _ v_ . ~~w~_ , _ ~ _ _ . . _ _ _ ~ ~ . ~ . . o~ / ' ~ I~ ~ ~ ~ , . ; , , ~ ~ = i ~ zs~ - ~ a - ~ ~ / ~ . _ R / : ~ ; ~ ~ ~ ; _ _ _ _ - - _ - ~ _ _ ~ , ~ ~ _ 1 _ I 5ereby certify that I have surveyed and platted the property described on t6is plat as OD~LI AODITION, ~ that this'plat is a correct representation of the survey, that all distances are corre t ~ ~ c ty shawn on the ~ r~' plat in feet and hundredths af a foot, that all monuments have been correctl laced in the rou ~ I~ / ~ 1 / ~ ~ I ~ that the outsiQe boundary tines are correctl desi nated on th y p 9 nd as shown, v ~ Y g e plat and that there are no wetlands or ~ _ ~ ~ ~l ~`d' ~t~ ` \ / / ~ ~ ~ ~ ~ ~ q - ~ : ~ ~ public highways to be designated other than as shown. ~ ~ t ~ . ; o ( ~ ~ ~i , / ~ ~ ~ ~ , . , ~ , t~ o o ; ~ o~~ , ~ ~ ~ ~ , . \ ~ ; , ary . ar s;1an urveyor vl / ; ~ / ti ~ : MinneSOta Re istration No. 10943 4 ~ 4: y ~ / / ~ _ STATE Of MINNESOTA The foregoin Surveyor`s Certificate was acknowled ed bef r1~ ~ 3' g ore me th}s c~ay of , COEIi{TY'OF 19~,s by Gary R, Harris Minnesota Re istrati , g on No. 43. ~ 3>y ~ f. Q~ ~ / i p~ ~ ~ , , r P~ 1` / , 7~,, y~o, ~ ~ ~ ~ ~ ~ . • .~~,n,~,>.~ . , , y ` ~ , - l-~ o ; , ,t, ~ 1~t p-,~) . . . ' . ! ~~i~~,~.~!":Ii1 J F~~il~~~J~I:R . . . . . ~~I . : : . ' . - ~ , , . .zq, ~ Q ,0 ~ ~ i ~5 ~ ~ ~1 i ~ 5 a~.,~°~~ . ~ ; o ary u 7c, d -`~ounEy,~~nesota . . ~ ~ ~ , C;~i,~,, . ~ ; ~rs~ ~f . ~ ~ My Comnission Expires ~ . , i , , ~..s : ~ 9 . . : . ~ ' ~ - , , , , , : ! : ' ,a.<::. ~.~-„u .r.~.9 ,.,v~_: > , 77~- ; , : . . . ~ ` o'r ' j . , ' f~ /o , ; ~ l Lj ~ l~e do hereby certify that on the ~'I~-day of ~~y _,lg~j , the Gity Council of ~a an, l~innesota ~ . 9 > , approved this plat.~ ~ T' ti 1 ~ f ~ ~ l . /0 ~ . . . ~ , , 5~ ~ ~ ~ ~ ~ ~ , : / . _ . ` / , Q _ ~ , T ,hlayor . ( ~ ~ ( ~ coT 2~ ; ! t ~ ~ , , 130. pp ~5 s~ ~ ~OR~~~ jpG~ J : ~ : . J ~ , - _ , . _ ~ _ ~ > erk , , t h 4 ~ : ~ -~..~~o ~~CA~~~~;~ fr~e)~r~" ; , i, oQ , 85• pp a orr~~r ~ ' ~ ' ~ ' ~ Pursuant to Chapter 212, Laws of ilinnesota, 1973, th~s plat has b n approved this ~ day of pcfi,be~ . ~ 19 ~^M . ~ . ,2~,5" o~ ~(G ~ 1 ~ aJ , ~ . . , , . . . . . . . . . . . . ` ~`."""w •--•.Y. ~ ' • e~ o ' s •Q,,w-<..P ) ~ , . . . ~ / ~ ~ / ~ . . _ ~ ~ y _ - „ 0, : Bernard~fi: arson, a o a~un~y ~urveyor - ti ' ~ , , ~ ~o I hereby certi£y that the~taxes for the year 19 f~r the land describeQ on this plat as ODELt ADDTTION ~ /Vs~,,,: ~ ~ ~ / / ° / l ~ ~..~j ~ ~ ~ ~ ~ ~ j~. ~ ~ , ; do , ~ have tieen paid on this~',... day of i ~g ~ ,~i , _ , P _ ~ ~ ~ s , : ~ / a , -4. : ~ ~ ` C.s j / ' n ~ w....:.~„ ~ , ~ ~ I ~C..~ ~ 1 ~ • _ oun y reasurer , ~ Dakota Count , Minnesota Y ' ` f l+ ~ /4~ ~ ~`-1 ~ ~ ~ , ~ ~ No deiinquent iaxes due and transfer entered this a of Y l. ' i s , 19 ~ ~ ~ ~ ~1 r n ~ t. ~ j , ~t ~ , ~ ; i • ~d • i t't~.~ a 3 0 I , ; oun y~ u i or, a o a oun x. inneso . ~ , Y A~ ~ ~.,y~ _ ~~~;;j, ~ c~ , . , / Document Number ~ ~ , ~ T ere cer~ify at th' instrument +~as i ed in ~he ff~ce of he County Reco der for recard on this ay of , 19~ . ~j r l~~gN~ERa~Q ~ m'°~G,m , ,'~l . i~c..__.__,. . ~ ' %'DD ~ - ~ ^ , ~ , ~ ~ , . oun y ecor er, a o a oun y, 7rineso~a~-"""- ~ _ ; ~ . ~ : . ~ ~ ~ . ; , ~ - . I _ _ , . . ~ . _ , ~ City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 1601 Mccarthy Rd Lot: 1 Block: 1 Addition: Odell PID:10- 53815- 010 -01 Use: Description: Sub Type: e- Fireplace Work Type: Masonry Fireplace (new) Description: SEE COMMENTS Census Code: 434 - Zoning: Square Feet: 0 Comments: Fee Summary: Valuation: 3,000.00 Contractor: Hearth and Home Technologies 2700 N. Fairview Ave Roseville MN 55113 (651) 633 -2561 12/3/09 Per Jocina at F PERMIT City of Eaan BL - Base Fee $3K Surcharge - Based on Valuation $3K Total: Applicant/Permitee: Signature - Applicant - Construction Type: Occupancy: Permit Type: Permit Number: Date Issued: Permit Category: es de Hearth (651- 638 -3310) the job was cancelled. She will call Improvements to the home may require smoke detectors in all bedrooms concealing. Owner: Murphy L Mccann 1601 McCarthy Rd Eagan MN 55121 Chimney / flue must be inspected prior to $88.50 0801.4085 $1.50 9001.2195 $90.00 I hereby acknowledge that I have read this application and state that the informa of Minnesota Statutes and City of Eagan Ordinances. on is correct and agree to comply h all applicable State Issued By: Signature Building EA092106 11/19/2009 ePermit th a new address to swap. pf OCT -26-2006 THU 07:49 AM Litifin Truss FM NO 3204853000 P 02 L.ITTFt FABRICATOR/VC DESIGNERS OF IENCINEERED MOO PRODUCTS BANERAVENIMWEST,Pm=0666 INSISTED, MINNESOTA M + October 25, 2006 Stock Building Supply Attn: Mike 915 Yankee ]Doodle Road PO Box 21099 Eagan, MN 55121 RE: McGann Residence 1601 McCarthy Road Eagan, MN Dear Mike: BY: �?SZ39 EAGAN REVIEWED DATE:..�„�-- =-•�L BUILDING IN$p As requested, we have designed the footing required to support the A2 and A4 girder trusses at the residence identified above. Our design follows the requirements of the Minnesota State Building Code and the International Residential Code, 2000 edition. We have designed the footings based upon an assumed allowable soil bearing pressure of 2000 psf, which must be verified on site by others. The maximum reaction of the A2 girder and the A4 girder is 80714. The footing also supports one end of the floor joists with spans of 15'-2". The footing required must be 2'-0" x 1'-0" continuous footing with (2) #5 continuous rebar. The concrete must have a minimum compressive strength of 3000 psi at 28 days. Our involvement in the design of this structure is limited to the individual members addressed and specified in this report. All engineering and design remains the responsibility of others. Sincerely, LITTFIN 5/%1900" Joseph M. Paunien, P.E. Structural Engineer I hereby certify that this plan, specification, or report wasprepared by me or under my direct supervision and that 1 atn a duty Licensed Professional Engineer under the laws of the State of Minnesota. , QSFPAUMEN OCT -26-2006 THU 07:50 AM Littfir: Truss FAX NO 3204853000 LITTFIN F DESIGNERS OF ENGSSEIREINWIDD PRODUCTS 555 SAKERAVINUS WWI P.O. Kort 55 NINNESOTA=MOM October 16, 2006 Stock Building Supply Attn: Mike 915 Yankee Doodle Road PO Box 21099 Eagan, IvJN 55121 RE: McCann Residence 1601 McCarthy Road Eagan, MN Dear Mike: At the above -referenced building project, the floor beam is to be supported by the A2 & A4 trusses. The floor beam support one end of the 11 7/8" I -Joists with a span of 16'-0". The floor joists are assumed to have a floor live load of 40 psf and a floor dead load of 12 psf. The floor beam has a length of 39'-5" t and must be a continuous and shall be a 5 /" x 11 718" 2.0E PSL. The beam shall be supported at the ends of the beam and at the two girder truss locations, see roof truss layout. The beam shall be attached to the girder trusses with 1" diameter, A36, rod and shall be threaded on each end. The rod shall be drilled through the beam with a 1 1/16" diameter hole true and plumb and shall be attached with a 5"x5"x314" bearing plate and nuts at top and bottom of beam as shown on the enclosed detail on page 3 of 3 of this report. The top of the rod shall be attached to the girder trusses with a Simpson HHDQI4 hold down P 03 15'9 OCT -26-2008 THU 07:50 AM Littfin Truss FAX NO. 3204853000 P. 04 with WS45 snood screws as shown on the enclosed detail on page 3 of 3 of this report. The Simpson HHDQ14 must be installed in the center third of the 2x10 vertical web. The l" diameter rod shall be protected with 2x decorative material or equal. The decorative material shall be installed such that no horizontal loads are applied to the rod. When installed as indicated, the beam to truss connection meets the requirements noted above, However, the deflection and potential vibrations may be greater than if columns and footings supported the beam. If there arc any other questions or concerns, please contact tne. Sincerely, L!TTFIN Ate40%, Joseph M. Paunmen, P.E. Structural Engineer Enc. 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. Joseph M. Ppumen Date: License No. 42342 OCT -25-2006 THU 07:51 AM Littfin Truss FAY NO, 3204853000 2X10 VERITCAL /1 n (3) PLY G;RDER TRUSS -/ SIMPSON HHDO14-SDS2.5 WITH 5" X 1/4" woor.‘, SCREWS DOU3LE NUT DECORATIVE 2X MATERIAL FOR ROD PROTECTION, 3Y OTHERS. N.— 1" DIA. ROD, THREADED ON EACH END. ROD MUST 5E INSTALLED TRLE AND PLUMB IN ALL. DIRECTIONS. P. 05 2X1 0 VERITCAL DOU3LE NUT (3) PLY GIRDER TRUSS SINGLE NUT 5 1/4" X 11 7/5" 2.0E F'ARALLAM CNO SPLICES ALLOWED) 001.1LE NUT ( FRONT VIEW 314" T-0" 3 11 1/3' JOISTS, DESIGNED BY OTHERS -7 5"X5"X3/4" PLATE — \‘‘ DOU5LE NU- ii."\\ SIDE VIEW S3 3/4" = 1* -0" mp CERTIF./ THAI 71116 P1,14 SPEC:FR:AWN OR IcErar WAS PREPARED DI NIS DR UNDER NY D1REcr KIPSRVISIDN AND T4AT M A DAY LIGEK)ED PRPCX$SIONAL RWINEEK ADER nit LAWS Of T. STATE OP mr.valate. JOSEPH i. PistIMEM E. (WARM: DA fel 41101P4' ,10;401 41 VCE1451i RuMbEil, 1997 UBC HANDBOOK that may be used as a part of the means of egress in all occupan- cies and locations is the circular stairway. 1003.3.3.8.1 Circular stairways. Circular stairs are the first of three special types of stairways that the code allows as an alter- nate to the typical straight stair. Figure 1003-24 depicts all three alternative stairs. This one is essentially circular in configura- tion. The basic requirement is that the inside or, at least, the ra- dius be at least twice the actual width of the stair. This rule ensur- es a certain degree of curvature deemed acceptable in circular stairs. The only other criterion specified for circular stairs is that REQUIRED WIDTH OF RUN SHALL BE PROVIDED IN THIS LOCATION (SECTION 1003.3.3.8.2) treads have a minimum width of run of not less than 10 inches (254 mm) at the narrow end. In designing the circular stair and relating the inside radius to the width of the stair, it is important in this case that the actual width of the stair, not just the mini- mum required width, be used. Due to the stair's geometry, this is a fairly comfortable stairway to use. 1003.3.3.8.2 Winding stairways. Winding stairs constitute a second type of special stair provided for limited use. The term "winding stairways" may be a misnomer, as it is not always the stairway that winds. Instead, it is a stairway configuration in REQUIRED WIDTH OF RUN SHALL BE PROVIDED IN THIS LOCATION (SECTION 1003.3.3.8.2) 6 IN. MIN. STAIRWAY WIDTH (SECTION 1003.3.3.2) STAIRWAY WIDTH (SECTION 1003.3.3.2) LIMITATION: APPLIES TO R-3 OCCUPANCY AND PRIVATE STAIRWAYS IN R-1 OCCUPANCY. PLAN VIEW WINDING STAIRWAY ALTERNATE USE OF WINDERS THE LARGEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 IN. (SECTION 1003.3.3.3) 71/2 IN. MIN. STAIRWAY WIDTH (SECTION 1003.3.3.2 CENTER SUPPORT COLUMN MIN. RADIUS = TWICE STAIRWAY WIDTH (SECTION 1003.3.3.8.1) 26 IN. MIN. LIMITATIONS: 1. ONLY APPLIES TO R-3 OCCUPANCY AND PRIVATE STAIRWAYS IN R-1 OCCUPANCIES. 2. LIMITED TO SERVING AS EXIT FOR 400 SQUARE FEET MAXIMUM. PLAN VIEW CIRCULAR STAIRWAY NOTE: Handrails not shown for clarity. For SI: I inch = 25.4 mm, I square foot = 0.0929 m2. WINDING STAIRS FIGURE 1003-24 ®1115 41...7644e41": A Weyerhaeuser Business Column to Bottom Plate deader to column N. Trimmer stud (S) ` Trimmer Stud (5) 1 I Cclumn Plate width must equal wall thieknG35 to provide lateral bracing. Framing angles Sole Framing angles . Header 4f101 (Plate not required if header width equals the wall thickness.) Column ,ie1111„.„.111111W1/ �� �r110' �,� 8locluna as (I required plata let `— RimboaraI Shc Plate. Solid blocking 5 required if colt= and trimmer studs do not extend to panel 5111 plate Wind Brace Column to Top Plate Loads mut tracked Double top platepi- Framing analco \ \ \ �� to foundation by designer of record Trusses by others at 24' on center Connect t.^J» t0 double top _ lik—M. � plate--44_.,11.111— with 5inp5or,5trong- Tie A-23 clips at 24" on center _ . — — _..W.1.M.MS".iiiiiii 2x6 Timber5tran8L51. angle br.ices to dGabicrnd \�\gill Trimmer Stud (s) wall connect double top plate to ro,f @2'47 o.e. along length of wall fit snuy between the two bay,. Connect with (3) 16d nails. 2.4 Timberstrantl5l connected to tc p of bot cm chord with (3) 16d nails at 2'-0' o.c. along length of wan, back 6'•?' Wall bracing is necessary if double top plate 15 not attached directly to the rooi/floor diaphragm. Wall Detail PRODUCT APPLICATION NORTH CENTRAL/MIDWEST R�G:[O_N ASSURANCE 4530 WEST 77TH STREET, SUITE 200 Da IT RIGHT be tatPHONE: EDINA, MN 55435 952-896-1115 FIRsI!! FAX: 952-896-1117 Tall Wall Details Tali Wall Calculations and Specifications 9/6/2006 2) Determine Deflection Criteria 3) Determine Effective Wind Area 5) Determine .Wind Pressure(psf) Lateral wind load on Column/Stud > (plf) 13) Size Member - ts=Timberstrand Trimmer bearing length(in) CALCULATIONS BASED ON TRUS JOIST TALL WALL SPECIFIER'S'GUIDE #2118 0 1 DATTEDD 0 APRIL, 2005 Tall Wall Calculations and Specifications 9/6/2006 Builder : VIVA DPIACV MY �wv uvw Job: McCann Wall:Theater Side STOCK BUILDING SUPPLY, EAGAN, MN Member Number 1 2 3 4 5 Member Type s=stud,C=col.,H=header S C H H H 1) Determine Wall Layout Typical Typical Typical L/180 2) Determine Deflection Criteria L/120 L/180 3) Determine Effective Wind Area Stud/Column Length (12A)(ft) 16.5 16.5 Tributary Width(ft) 1.33 2.5 Stud/Column/Header EWA 100 100 10 Header Length (12B)(ft) 3 Tributary Width(ft) 10 LL/3 0 0 3 0 0 LT 0 0, 30 0 0 4) Determine Exposure B B B B B 5) Determine Wind Pressure(psf) 14 14 16.2 Lateral wind load on Column/Stud (pif) 18.62 35 0 0 0 7) Lateral wind load on header (pif) 0 0 162 0 D 8) Roof Tributary widths (ft) 5 5 5 9) Vertical Load on Column/Stud(Ib) Point loads Total 365.75 687.5 0 0 0 10) Vertical load on Header (pif) #DIV/0! #DIV/0! 275 #DIV/0! #DIV/0! 13) Size Member - ts=Timberstrand P=Parallam 2x6ts-16oc 2-2x6ts 5.5x3.5tspl 14A) End reaction of stud/column(Ib) 153.615 288.75 0 0 0 14B) End Reaction of Header(Ib) 0 0 243 0 0 15) Connections - nails/clips 3-16d 3-16d/ply 3-16d Header width(in) 5.5 Trimmer bearing length(in) Minimum #DIV/0! #DIV/0! 0.176471 #DIV/0! #DIV/0! _ _ .. . _._........-..-- ".8 -2-"a lc. I/'1 n—r TAI 1 1Nei 1 CDG('IGIPR'R Pa JInE #2118. DATED APRIL, 2005 Builder : VIVA DPIACV MY �wv uvw Job: McCann Wall:Theater Side Tall Wall Calculations and Specifications 9/6/2006 STOCK BUILDING SUPPLY, EAGAN, MN Member Number 1 2 3 4 5 Member Type s=stud,c=coi.,H=header S C H H H 1) Determine Wall Layout Typical Typical Typical 2) Determine Deflection Criteria L/120 L/180 L/180 3) Determine Effective Wind Area Stud/Column Length (12A)(ft) 16.5 16.5 Tributary Width(ft) 1.33 2.5 Stud/Column/Header EWA 100 100 10 Header Length (12B)(ft) 3 Tributary Width(ft) 10 LU3 0 0 3 0 0 LT 0 0 30 0 0 4) Determine Exposure B B B B B 5) Determine Wind Pressure(psf) 14 14 16.2 Lateral wind Toad on Column/Stud (plf) 18.62 35 0 0 ` 0 7) Lateral wind load on header (pif) 0 0 162 0 0 8) Roof Tributary widths (ft) 4 4 4 9) Vertical Load on Column/Stud(Ib) Point loads Total 292.6 550 0 0 0 10) Vertical load on Header (plf) #DIV/0! #DIV/0! 220 #DIV/0! #DIV/0! 13) Size Member - ts=Timberstrand P=Parallam 2x6ts-16oc 2-2x6ts 5.5x3.5tspl 14A) End reaction of stud/column(Ib) 153.615 288.75 0 0 0 14B) End Reaction of Header(lb) 0 0 ' 243 0 0 15) Connections - nails/clips 3-16d 3-16d/ply 3-16d Header width(in) 5.5 Trimmer bearing length(in) Minimum #DIV/0! #DIV/0! 0.141176 #DIV/0! #DIV/0! CALCULATIONS BASED ON TRUS JOIST TALL WALL SPECIFIER'S GUIDE #2118, DATED APRIL, 2005 Builder : Tall Wall Calculations and Specifications 9/6/2006 STOCK BUILDING SUPPLY, EAGAN, MN Member Number 1 2 3 4 5 Member Type s=stud,C=col.,H=header S C H H H 1) Determine Wall Layout Typical Typical Typical 2) Determine Deflection Criteria L/120 L/180 L/180 3) Determine Effective Wind Area Stud/Column Length (12A)(ft) 16.5 16.5 Tributary Width(ft) 1.33 2.5 Stud/Column/Header EWA 100 100 10 Header Length (12B)(ft) 3 Tributary Width(ft) 10 LL/3 0 0 3 0 0 LT 0 0 30 0 0 4) Determine Exposure B B B B B 5) Determine Wind Pressure(psf) 14 14 16.2 Lateral wind Toad on Column/Stud (plf) 18.62 35 0 0 0 7) Lateral wind load on header (plf) 0 0 162 0 0 8) Roof Tributary widths (ft) 4 4 4 9) Vertical Load on Column/Stud(Ib) Point loads ' Total 292.6 550 0 0 0 10) Vertical load on Header (plf) #DIV/0! #DIV/0! 220 #DIV/0! #DIV/0! 13) Size Member - ts=Timberstrand P=Parallam 2x6ts-16oc 2-2x6ts 5.5x3.5tspl 14A) End reaction of stud/column(Ib) 153.615 288.75 0 0 0 14B) End Reaction of Header(Ib) 0 0 243 0 0 15) Connections - nails/clips 3-16d 3-16d/ply 3-16d Header width(in) 5.5 Trimmer bearing length(in) Minimum #DIV/0! #DIV/0! 0.141176 #DIV%0! #DIV/0! CALCULATIONS BASED ON TRUS JOIST TALL WALL SPECIFIER'S GUIDE #2118, DATED APRIL, 2005 Builder : Job: McCann Wall:Theater Front -N iN 1J 41 V) Z 0 H z w H -3 I- W 2 U J w F -LL is GENERAL NOTES N O S U 0 0 N L •X OJ d 0) L 'N S > E 0 3 " <° Sheathing is assured, >Structurat a L C -1-' }, a� d E to CO S L N i 0 r c� U UL d +' 0 UI L q. 3 N UI N C Lt5 d -V > "- I- 3 cu do L� L0 C v1 <° oLA - 0) > -- L -,; a -a l --' - L(i N V•- N0L 0c4-(1) i00 tn<- SUN . N o> tn co a_d0N 01 (4 a ..in 3 m VI 3 in 0 Q _ £Y d 0" 3-a d d 0 d"L d=4-> 3 3 d 1 3F-75 V1 in a_ to 3 U •' a 0 0 U +' L Q 3 S 0 S U Q S 0 — N if u tri W W 0 z O SIM 611 —IN 11• It y N ,- =� 6 -�— rn -:-.IN V) Z 0 H z w H -3 I- W 2 U J w F -LL is GENERAL NOTES N O S U 0 0 N L •X OJ d 0) L 'N S > E 0 3 " <° Sheathing is assured, >Structurat a L C -1-' }, a� d E to CO S L N i 0 r c� U UL d +' 0 UI L q. 3 N UI N C Lt5 d -V > "- I- 3 cu do L� L0 C v1 <° oLA - 0) > -- L -,; a -a l --' - L(i N V•- N0L 0c4-(1) i00 tn<- SUN . N o> tn co a_d0N 01 (4 a ..in 3 m VI 3 in 0 Q _ £Y d 0" 3-a d d 0 d"L d=4-> 3 3 d 1 3F-75 V1 in a_ to 3 U •' a 0 0 U +' L Q 3 S 0 S U Q S 0 — N if u tri W W 0 z O SIM 611 —IN 11• It y N V 0 a N JO 0 co Ea z O wz O° -o W s . �3 Nv r,z JO Q V W co 0 to a3 a'- `L 0I- 03 caU) ca J � w d o a acuo L'-I3�� x 0 - 0) In Q Q) -3 N z • d mU>c VI0in0) a , -P d AV)01W c d U U X L N O L A Qi H 5a o L N d N S H ,- rn -:-.IN V 0 a N JO 0 co Ea z O wz O° -o W s . �3 Nv r,z JO Q V W co 0 to a3 a'- `L 0I- 03 caU) ca J � w d o a acuo L'-I3�� x 0 - 0) In Q Q) -3 N z • d mU>c VI0in0) a , -P d AV)01W c d U U X L N O L A Qi H 5a o L N d N S H 0 A- 1 /4"=r-0" EXISTING NEW EXISTING 1 T— EAIr- - - - --- — -•• .••• ' • - - 1•1•11•111•• --";" NM 1, -7. -.7- 11Fr-11FrkFrerr-IP-11P- _L 1 -1 L_ _L 1 tizMiikat 4.11-1UM /-41 4 A ) ----- 14481. NSt- NEW -1-1-L - I - N__ -----:__-- • • N <N. : -RO\ -L -VA ON • - - cn Ld0 z C.) (f) Ii nI 0 0 >- co co 0 00 op (1) w ct I I n 246 6TH STREET NW PHONE: 651-636-7919 NEW BRIGHTON, MN 55112 n 7 0 I I z z < 00 2 0 CL, >-- N D fj < f 1"C ki0 z EQO 0 CO< A 1,50.* SERI TIE NEW FTG. INTO EXISTING W/ (2) # 5 DOWELS AND NEW FOUNDATION WALL INTO EXISTING W/ # 5 HOOKED BARS ® 24" VERT. & GROUT CELLS, 2` -0"x2' -0"x12" CONC. FTG. W/ (5) #5 E.W. TYPICAL 77,, 0 TIE NEW FTG. INTO EXISTING W/ (2) # 5 DOWELS AND NEW FOUNDATION WALL INTO EXISTING W/ # 5 HOOKED BARS 0 24" VERT. & GROUT CELLS, 4" CONCRETE FLOOR OVER 2" RIGID SAND BASE VERIFY SIZE AND # CRS. OF BLK. TYP. ()FO\J\DA -- 0\ PLA\ 1/4"=1'-0" NATES: 1. CONTRACTOR/SUPPLIER TO VERIFY ALL WOOD PRODUCTS FOR APPROPRIATE SIZES AND APPLICATIONS. ALL ENGINEERED WOOD PRODUCTS SHALL BE INSTALLED ACCORDING TO MFR. SPECIFICATIONS. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS INCLUDING SOIL BEARING CAPACITY AND INCREASE FOOTINGS AND REINFORCEMENT AS REQU'D. 3. ALL WORK SHALL MEET ALL APPLICABLE CODES AND INDUSTRY STANDARDS. 4. SIZES FOR WINDOWS AND DOORS ARE IN FEET/INCHES.VERIFY ALL WINDOW AND DOORS FOR APPROPRIATE SIZES, LOCATIONS AND MANUFACTURER WITH OWNER. 5. CONCRETE TO BE 3000 PSI MIX AND AIR -ENTRAINED IF SUBJECT TO FREEZE -THAW. 7' 150.4_ VERIp HEAT PUMP N WINE CELLAR 39, PERIMETER DRAINTILE TO DAYLIGHT FUR OUT HALF BATH NEW OPENING (2) 1-3/4"x11-7/8" LVL (ABOVE) TYPICAL EXIST: 100'-O" RADIANT IN -FLOOR HEAT DN. PREFAB METAL SPIRAL STAIRS RAISED COUNTER 3" STEEL COL., MIN. -TYPICAL II II 11 II T/PATIO: 99'-8" *VERIFY 11 II 1 II II HOME THEATER FE: 97' -4" RAIL TO MATCH EXIST. Ll U� LI NEW PERGOLA (ABOVE) 6x6 POSTS NEW FABRIC AWNING (ABOVE) OWER LI- VH 4Z - HAND FRAME / NEW ROOF TO MATCH EXIST. (ABOVE) PLA 1/4"=1'-0" U) I 0 0 7 246 6TH STREET NW PHONE: 651-636-7919 NEW BRIGHTON, MN 55112 0 W W 0 n n 7 0 III Z Z 0 0 < O >-- CN z z -< D -w A 7,- 7 2040SC N I in 39, WALK-IN CLOSET EXISTING MATCH EXIST. FLOOR HGT. _ / 1 / / \ 2 ROWS ICE WATER 30# FELT SHINGLES TO MATCH 1/2" OSB CONTINUOUS RIDGE VENT HAND FRAME OR HIP ROOF TRUSS SYSTEM \ 12 14 VERIFY i BEDROOM AIR CHUTES NEW OPENING / NEW RAIL TO MATCH EXIST. / 3* -6" CUT BACK EXIST. ROOF AS REQU'D. OPEN BELOW CONTINUOUS SOFFIT VENT R44 INSUL. 4 MIL POLY 5/8" GYP. BD. BEDROOM SEE STRUCT. ADD. FOR TYPE: SITE SPACING OF STUDS AND EXTERIOR SHEATHING /3/4" T&G PLY. GLUED & SCREWED MATCH EXISTING FLObR HGT. THEATER PIT A-3 PPI -R LI -V -1 PLAN BILLIARD AREA 1/4"=V-0" GRADE ---r 01 A-3 CT • ON BEYOND, SEE PLAN 1/2"=1'-0" O MATCH EXIST. MATCH EXIST. 1/2" GYP BD. 4 MIL POLY R19 INSUL. (MIN.) 2x6 SPF © 16" 0.0. AIR INFILTRATION BARRIER 1/2" PLYWOOD CEDAR SIDING TO MATCH (TYPICAL) --1/2" D. A. BOLTS TREATED PLATE SILL INSUL. GRADE -TUFF-N-DRY • WATERPROOFING SYSTEM ----12" CMU W/ #5 BARO 40" O.C. MIN. CORE FILL SOLID VERIFY TREATED PLATE TYP. _�-�-12"x24" CONC. FTG. W/ (2) ##5 (T) 0 m >- w O • (5g c 413 Ili (c) Copyright 2005, Pictometry International