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1670 Blackhawk Cove
r 8 , Cfty of Evan Address: 1670 Blackhawk Cove Zip: 55122 Permit EA 086571 The following items were /were not completed at the Final Inspection on: Complete Incomplete Comments Final grade - 6" from siding Permanent steps - Garage Permanent steps - Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish It, Deck Fireplace ,v • 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: GABuilding InspectionsWORMS\Checklists e ui / dr f o 9 & 4L f AM -5 ~t y ` me irk off Z Z 71117 ABO-S I's a ~ 40 m n do D CITY OF EAGAN Remarks Addition Blackhawk Hills Addn. Lot 3 Rik 1 Parcel 10 14380 030 01 Owner Street 1670 Blackhawk Cove State Eagan,MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1976 2 22 292.29 10 STREET RESTOR. GRADING SAN SEW TRUNK /Z- 1970 371-77 14.87 25 Paid * SEWER LATERAL 1272 1 2.7 20 Paid WATERMAIN * WATER LATERAL 1972 20 WATER AREA 1477 160. On 10.66 1 r) * STORM SEW lat 1972 20 STORM SEW LAT STM SEW TRK f % 1983 1108.00 73.87 15 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. JrV . BUILDING PER. SAC , DO 0 -~1 - PARK r.' = 1 670 H l #cW)A* Give -}frsct t o , Blackhawk. HUU 1Sutay Block SeclSirb: Repair d { Q'`re}~ 9nlarge ' C7 Tyk irf a f ?~1ovd Q Wass ma . © # . FjF 1 Humboldt. Ave Demolish Front W. St* .644a . 4576784 Grade, L FID 4 NO" NO" i dr Assessmew Peratlitt--,- Adess {i Water Sews, Phone. Ponce `'fltdp it Fine ~uAC 7 Address Eng. 'wr ! Planner Council .r,F t.hsp*y acknowledge that I hove read this opjAicotlon and dote that Bldg Off. ',1* lnfowtiot)n is c~mect and agree to comply with all applicable t la: ofi hM1ir rsotm State,tes and City of Eag",trlinanoes. AFC '1 II «E i nissued L1~yd G' {Mass ~ r Id' Permit is .wowlc sW. be doe in o r{darice w all op !cable *00 of q F r r r.. - ! .a% r• UtW:9,.. t' y r permit # Flap lowed Parow" Plumbing I .Re 7 _ -~ff _ Mechanical / -R 8 o _ " --w _ - 9~t S3 a 1- -7 INSPECTIONS DATE INSP. Rough-In Footings Dote Imp. Date Foundation Plumbing Finme/ins. 1L~~ jAo r _ Mechanical Final - q, L Remarks: _ . 7 f (~dI rM #A 17 7 - t Y ~t 141 T C ~ f Q Cam : a~ /rt y wr''"i ii xjxj •S ~y ~jJ 4 L1 Y~ b:a t:Z y . r `}N t 6_ 4 ip x 1 t char of., ►6AH. '1NA !ER S R. 41 M 'PERM 370 Pilot Knob RoodN PERMIT NO.: agar, MN 5,5122", 'DATE: fi 4wcr ..Zoning: saf No: of Units: 1 Owner: t.7tnrA W*414 J:. Address: - - Site Address: 11'4*7ia if.,,Aha wl, rive T.3 B.Lkhik a JUS Plumber: Meter. No.: _ Connection Charge: 230: Q(3 } . _ Size: Account Deposit:' Reader No.: Permit Fee: 1 ni nn Mi. ah I agree to Comply-with the City of 'Eagan Surcharge: An Ordinances. 'Misc. Charges ~'~•00 04" Total: h '4 "BY Date Paid: .Pate of Insp.: F. Insp.:' CITY OEilAGAN SEWER% SEReV<ICE PERMiTw R 137,95r ~loty~Keob Road i'° tr ii it PERMIT NO 3292 rf . gan; MkMS5g122 bATE:' Y Zoning ~N3r+ r ~jr No of Units r~~OWher " dj r,,>y'~ F: y + j.'4 1i r a ky p . F ,XAtld~~ess ~~-~Y{{r e1 tRiSi'}~tV, Site, Add'ress'-Ir i1Plumbe4r s4 ,,.a vu5. ~nA,~ r r ~t 2. 7'• . W ' S t ly " - r .00.10 r , i e y agree toteomply with the City of,Eugan4' y~Connection- tNarge. O~~dmane s " Account Deposit'c ~~"••++^•a ` y t,. - h Permit Fee:' • ' r.. .r . Surcharge BY Misc. Charges: G Date of FnsP:: Total: Date Paid: i lf--~'EAIGAVH """Wr 3795 Pilot Knob Rood Eagan, Minnesota 55122 Phone: 454-8100 T•t'b?AINO _ PERMIT No. 1207 i Date: September 13, 1978 Receipt No.: 11640 Single Site Address: 1670 Ellackhawk Cove Residential I X Lot Block Sub/Sec.Blkhk fti119 _ Multi Res., Comm./Ind. I Name Lloyd Wass new New/Alter./Repair. Address 1387 Humboldt Ave. Cost of Installation C City West St. Paul 55118 phone: Permit Fee 20.00 Name Sanw- Surcharge .50 'g Addr o , qty Phone: Total 20.50 This Permit is issued on the express condition that all work shall be done in accordance, with ,all opplicable..Smte of Minnesota Statutes and City of Eagan Ordinances. - BuildingOfficial's ' i TT' -~~h~ eW."'- tir Euyen. Minnesote,:55L42 Phone: 45441"00 +t.• PERMIT \ No. 1284 `~41r 13, 197Z~ 11640 Date Receipt, No. Single I X 1' 7'? Dlar khawk Cave Residential Site Address: I Lot Block Sub/Sec.Blkhk Hills _ Multi Res., Comm./Ind. T-1.~° Blass new Name New/Alter./Repair ' f'R7 Hu;f'►boldt Ave. Cost of Installation - Address F • F ,•7 . .~t . Pahl 5-5118 20.60 r City Phone: Permit Fee _ :y v54 Name Surcharge Address i o 20.50 ca City Phone: Total This Permit is issued on the express condition that all work shall be done in accordance with all applicable State. of F Minnesota Statutes and City of Eagan Ordinances. :x Building Official CITY OF EAGAN 8795 Pilot Knob Road Eagan, JAN 55122 Na 4 4 9 3 PHONE: 4948100 % BUILDING PERMIT APPLICATION $8. a Receipt # 7500 To be used for Sing. Fam Dwlg. d, Ggug. J Date September 22, , 19 77 Site Address 1670 Blackhawk Cove Erect Occupancy I Lot 3 Block Sec/Sub. Blackhawk Hills "Alter E] Zoning oning Rl Porce( # Repair ❑ Fire Zone _ 3 _ Enlarge ❑ Type of Const. V Name Lloyd G WBSS Move E] # Stories z Address 887 Humboldt Ave. Demolish ❑ Front 63 ft. o3 city V. St. PaS hone 457-6784 Grade ❑ Depth 77 ft. ce Name Approvals Fees 0 z0 Address Assessment Permit 271.50 89 city Phone Water & Sew. _ Surcharge 78.00 Police Pion check bw W Name Fire SAC 475.00 u~ Address Eng. Water Conn. 230.00 Q W City Phone Planner Water Meter - 60.00 Council I hereby acknowledge that I have read this application and state that Bldg. Off. the information is correct and agree to comply with all applicable 1114.50 State of Minnesota Statutes a City of agoa,_Ordinances. APC Total Signature of Permittee A Building Permit is issued to- Lloyd G Wass on the express condition that all work shall be done in a once wi all opp cable State of Minnesota Statutes and City of Eagan Ordinances. Building Official _ CITY OF EAGAN 3795 Pilot Knob Road Eagan, MH 55122 N2 4489 PHONE: 454-8106' BUILDING PERMIT APPLICATION ~ Receipt #k - 7454 To be used for Single family/garage Dare 9/19 1977 Site Addrefs 16' 0 Rlackhawk flnve - Erect IX Occupancy Lot I- Block _ Sec/Sub. Bl aC.khawk H1118 Ift C] Zoning Parcdl Repair ❑ Fire Zone _ Enlarge E] Type of nst. V . Move ❑ # ri ]r]Address887 e Lloyd G Was-51 Humb a l d't _ Demolish 1771 r t ft. W. St. Paul Phone 4 - 8 rode ❑ D pt ft. W Ap s Name Fees ssessment Permit 310.50 o~ Address 97 u~ City Phone ater & Sew. Surcharge .50 olice Plan check W W Name f Fire SAC 475,00 11 Address _ Eng. Water Conn. P 3 0 -0 0 ULD Q W city Phone i Planner Water Meter n. 0 0 Council 1 hereby acknowledge that 1 have read this applicati and state that Bldg. Off. the information is correct and agree to comply with all applicable 1173.00 State of Minnesota Statutes and City of Eagan Ordinances. APC Total Signature of Permittee A Building Permit is issued to: on the express condition that -L10-V-d G. Jim s; all work shall be done it ac :co a with at ap cable nn a Statutes and City of Eagan Ordinances. Building Official This, request void 18 months from O 86823 Date off' this Request /G'7 I, as ❑ Licensed Electrical Contractor ❑ Owner, do hereby request inspection of the above electri- cal wiring installed at: Street Ad ess or R e No. 0 cAG4 HA~u,G, ` e_ City 'y Section Township Range County 10A967* Which is occupied by i VASS (Name of Occupant) Is a roughin inspection required on this job? No ❑ Yes,, Ready Now Will Call ❑ Power Supplier 441~07A At c_Ft' ~ Address AA4 r4 4 e 1-1 Electrical Contractor Contractor's License No.~ (c, ny Name) ~ Mailing Address ~~r- i _ dG'~sF ( lectricai Contractor or Owner Making This Installs lon) Authorized Signature 4 ( Phone No.zl /fIJ (Electrical Contractor or Owner Making This Installation) Minnesota State Board of Electricity -A, p .1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 REQUEST FOR ELECTRICAL INSPECTION 0 8 6 8 2 3 CHECK BELOW WORK COVERED BY THIS REQUEST Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ❑ ❑ ❑ Range ❑ Temporary Wiring Duplex ❑ ❑ ❑ Water Heater ❑ Lighting Fixtures Apt. Bldg. ❑ ❑ [3 Dryer ❑ Electric Heating ❑ Commercial Bldg. ❑ ❑ ❑ Furnace Silo Unloader ❑ Industrial Bldg. ❑ ❑ ❑ Air Conditione Bulk Milk Tank ❑ Farm ❑ E] ❑ List pList Other El El ❑ Others Hehe s COMPUTE INSPECTION FEE BE Service Entrance Size: # F F rs& ubfeeders: # Fee Circuits: # Fee 0 to 100 Amps. r 0 0 30 Amperes 0 to 30 Amperes 101 to 200 Amps. 31 to 100 Amperes 31 to 100 Amperes Above 200 Amps. Above 100 Amps. Above 100 Amps. Transformers Remote Control Circ. Partial or other fee Signs Special Inspection Minimum fee $5.00 Remarks TOTAL FEE _ 1~P0~ ,er L-~LiJi'c~ I, the Electrical Inspector, hereby certify that the above inspection has been mad. ~ , c>v (Rough-in) Date (Final) f Date This request void 18 months from E c'~,~c 3AZ This request void 18 months from 0 86849 Date pf is Request I, as censed Electrical Contractor ❑ Owner, do hereby request inspection of the above electri- cal wiring installed at: Street. Address or Route No. & 7d (Section Township Range County ' Which is occupied by .L L y CUi~ S (Name of Occupant) Is a roughin inspection required on this job? No ❑ Yes [Y~ Ready Now ❑ Will Call ff Power Supplier _0A4r<o I A - Address 7 Electrical Contractor 111A12-7L Contractor's License No (Company Name) Mailing Address liL e) 0 06&2i 1i . / UC S i j • 019VL_ `!A./ jEle ricai Contractor or 04ner Making This Installation) Authorized Signature G /I , e*- -c-C Phone No. (Electrical Contractor or Owner Making This Installation) Minnesota State Board of Electricity / 3'SV 1.954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 REQUEST FOR ELECTRICAL INSPECTION 0 8 6 8 4 9 CHECK, BELOW WORK COVERED BY THIS REQUEST Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ❑ ❑ Range Temporary Wiring ❑ Duplex ❑ ❑ ❑ Water Heater Lighting Fixtures f ik Apt. Bldg. ❑ ❑ ❑ Dryer Electric Heating ❑ Commercial Bldg. ❑ ❑ ❑ FurnaSilo Unloader ❑ Industrial Bldg. ❑ ❑ ❑ Air ner Bulk Milk Tank ❑ Farm ❑ ❑ ❑ Li List Other -ED] 11 ❑ Here s Here Others COMPUTE INSPECTION FEE BELOW Service Entrance Size: # Fee Feeders&Sub # Fee Circuits: # Fee 0 to 100 Amps. 0 to 30 Amperes 0 to 30 Amperes 101 to 200 Amps. 31 to 100 Amperes 31 to 100 Am eres Above 200-_Amps. Above 100 Amps. Above 100 Amps. Transformers Remote Control Circ. Partial or other fee Signs Special Inspection Minimum fee $5 Remarks TOTAL F T ya,d I, the Electrical Inspector, hereby certify t e ab iy► pe&ion s been to (Rough-in) - ° Aff (Final) ;!-;!Tr_ D4te This request void 18 months from Minnesota State Board of Electricity l / oZ / 1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 Co V QUEST FOR ELECTRICAL INSPECTION CHE FLOW WORK COVERED BY THIS REQUEST5323 Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ❑ ❑ Range Temporary Wiring ❑ Duplex ❑ ❑ ❑ Water Heater ❑ Lighting Fixtures ❑ Apt. Bldg. ❑ ❑ ❑ Dryer ❑ Electric Heating ❑ Commercial Bldg. ❑ ❑ ❑ Furnace ❑ Silo Unloader ❑ Industrial Bldg. ❑ ❑ ❑ Air Conditioner ❑ Bulk Milk Tank ❑ Farm pLList ppList El ❑ ❑ Hehers~ Hehers Other COMPUTE INSPECTION FEE BELOW Service Entrance Size: # Fee Feeders&Subfeeders: # Fee Circuits: # Fee 0 to 100 Amps. 0 to 30 Amperes 0 to 30 Amperes . 101 to 200 Amps. 31 to 100 Amperes 31 to 100 Am eres Above 200 Amps. Above 100 Amps. Above 100 Amps. Transfo T-' Remote Control Circ. Partial or other fee Signs ` ? s ' s Special lns ection Minimum fee $5.00 Remarks TOTAL FEE ~r I, the Electrical Inspector, hereby cert;€ at thr tib~cv~p19, spree n has been madf,-; (Rough-in) Date r J (Final) Date This request void 18 months from _ This request void 18 months from Z, -:;-t 7 R 5323 Date of this Request.- - I, as [7 Licensed Electrical Contractor;9 Owner, do hereby request inspection of the above electri- cal wiring installed at: L Street Address or Route No. 'Z e-; c°; - ~ fJCit Section Township _ Range County 6't Which is uccupied by (Name of Occupant) Is a roughin inspection required on this job? No ❑ Yes 1~ Ready Now ❑ Will Call Power Supplier -~~'-Address s-~ Electrical Contracto - Contractor's License No. (Co e) Mailing Address (E le ric 1 Contractor or Owner Making This Installation) Authorized Signature I Phone No. (Electrical C tractor or owner Making This Installation) A,Tn" At ~ This inspection request will not be accepted by the ' State Board unless proper inspection fee is enclosed. For ol use i My Permit # of Eap ~ Permit Few. l 3830 Pilot Knob Road I I Date Received: I Eagan MN 55122 Phone: (651) 675.5675 I Fax: (651) 675-5694 j Stadf I / 2008 MECHANIC PERMIT APPLICATION Date: r )4 Site Address: / r 1. ~iJs~t° Fir'' Tenant- Suits RESIDENT / OWNER Name: ZIA k hone: ~~,3 Address / Cdr / Zip: 6 t ' CONTRACTOR Name: License#: Address: City: State: Zip: Phone: Conti Person: TYPE OF WORK New Replacement „-Additional Alteration Demolition 'of t MOTE: Both rootm oMed and glawrnd mowlted mwftnkW equonent to /mguk7 d to be seamed by CRY Cam Phases co~ the MWhmhW hrspecilvr or one of the PAmners for l iformeMn on iltt!!d screw*V methods PERMITTYPE RESIDENTIAL CGUANERCIAL Furnace _ New Construction Interior Improvement Air Conditioner Install piping _ Processed Air Exchanger Gas _ Exterior HVAC Unit • HVAC units must be screened Heat Pump Under / Above ground Tank Insult! Remove) -Other"' When installinglrem ving tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or aPteration to an existing unit (includes $50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.5o State Surcharge) $ TOTAL FEE COUNERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value $ X1% $50.50 Minimum (ncludes State Surcharge) $ Permit Fee - It Permit Fee is less than $1,000, surcharge is $.50. - It Permit Fs is > $1,000, surcharge increases by $.50 for each State Surcharge $1,000 Permit Fee (i.e. a $1,00142,000 Permit Fee requires a $1.00 surcharge). $ TOTAL FEE I hereby acknowledge that this iniormation 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 riot a permit, but only an application for a permit, and work is not to start withollt a permit; work will be in accordance with the approved plan in the case ~of w~roj~Jc which requires a review and approval of plans. x1e 47il 6 ~6 G~ x Applicant's . ftnName AlfpIcaas Signature FOR OFFICE USE Rovimwed By: Dam: Required tnspecdons: _„Under Ground Rough In Air Test jGas Service Test _Irt-floor Heat ___Fnatl For Office Use Permk My of Eap Perttrrt r-ee. a2 3 3830 Picot Knob Road l r Eagan MN 55122 r Date Rem: I Phone: (651) 675-5675 Fax: (651) 675-5M a sue: 2008 RESIDENTIAL BUILDING PERMIT APPLICATION Date: SRO Address: /o / 311" Tenant: Suite 0: tom-/ RESIDENT/ OWNER Name: d! a " Phone: 9/49 - Address 1 City l Tip: APPlicant is: X Owner x _ Contractor 1 , ~V~ TYPE OF WORK Desc"on of work: ArdEtApB 1 Construction cost: Mutt-Family EUkHng: (Yes i NE~c~} CONTRACTOR Name: , ce/~ License : Address: City: State: Zip: Phone: Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670!G ateo=1 Minnesota Mules 7'672 Energy Cade • Resiaemia« Ventilation category t worksheet • New Energy Code Worksheet Category Submitted StaHrrtittad 0 submlisslon type) • Energy Enveiope Calculations Submitted M the last 12 months, has the City Of Fagan issued a Permit for a similes plan based on a master plan? Yes -No If yes. date and address of master plan Licensed Plumber- Phone: Mechankef Contractor. Phone: Sewer & Water Conuwtor: Phone: NOTE, Plans and suPoorlfi W doc unlients that you subn* are conshftred to be pubti c Inknitetldtd ft Mons of the information maybe d4s~68 n0n1x&ft ff you PbfiDvJd@ spacfik reasons OW would pm* die City to carrcf+tde Met awy are trade secrlata. 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 1 understand this is not a permit, but only an application for a permit, and work is not to s without a permit: that the work wilt be in accordance with the approved plan in the tie of work wtrioh requires a review and approval of Applicant's Printed *md s Signawk Page 1 at 3 D ~J s ` DO NOT WRITE BELOW THIS LANE SUB TYPES ❑ Foundation ❑ tl5-piex ❑ 16-plex ❑ Accessory Building ❑ Pool 1A Single Family C] 06plex ❑ Fireplace ❑ Porch (3-season) ❑ Ext. Alt. - Multi ❑ 01 of _ Plex ❑ 07JAM ❑ Garage ❑ Porch (4-season) ❑ Ext. Att. - SF ❑ 02-Plex ❑ 08-plex ❑ Deck ❑ Porch (screenlgazeho/pergola) ❑ Multi Misc. ❑ 03-flex ❑ 1Gvw ❑ Lower Level ❑ Storm Damage ❑ 04-Plex ❑ 121AU ❑ Miscefianeous WORK TYPES ❑ I ❑ Interior improvement ❑ Siding ❑ Demolish Building" ❑ Addition 0 Move Building ❑ Reroof ❑ Demolish Interior Alteration ❑ Fire Repair ❑ Windows ❑ Demolish Foundation ❑ Replacement ❑ Egress Window ❑ Water Damage Demolition (entire buddhV) - give PCA harKbA to appik ant f3E$CRff7T1 0N• Valuation J Occupancy MCES System Plan Review Code i dNon SAC Units (25,k- I Zoning City Wager n Census Code r` Stories Booster hump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Const. Width REQUIRED INSPECTK)NS Footings (new bldg) Sheetrock Footings (deck) Final/C.O. < Footings (addition) i iartaftNo C.O. Foundation HVAC Drain Tile ire Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -stucco Lath -,Stow lath ,Brick Fireplace:-R.I. Air Test ,.,-Final Windows insulation } Retalniing Wait Reviewed By: I t- . Building Inspector RESIDEM7AL FEES: Base Fee Surcharge Plan Review MCIES SAC City SAC.. Utility Connection Charge f'; 4't 1 S&W Permit & Surcharge Treatment Plant Copies Total J Page 2 of 3 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Finishing of bedrooms over garage Report Date: 10/01/08 Data filename: C:\Documents and Settings\mewberg\Local Settings\Temporary Internet Files\OLK19\Heat loss talc 081001.rck Energy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Single Family Glazing Area Percentage: 8% Construction Site: Owner/Agent: Designer/Contractor: 1670 Blackhawk Cove Dan Walberg Randall Newberg Eagan, MN Tritegy Rust Architects 218 851-3845 4744 Washington Square dan.wa:berg@trittegy.com White Bear Lake, MN 55110 651 429-1913 rnewberg@rustarchitects.com Compliance: Passes Maximum UA: 131 Your Horne UA: 96 26.7% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss: 574 19.0 38.0 10 Ceiling 2: Cathedral Ceiling (no attic): 370 20.0 10.0 12 Wall 1: Wood Frame, 16" o.c.: 486 19.0 5.0 24 Wall 2: Wood Frame, 16" o.c.: 225 19.0 1.0 10 Window 1: Above-Grade:Wood Frame:Double Pane: 54 0.350 19 Floor 1: All-Wood JoistfTruss:Over Unconditioned Space: 851 32.0 7.5 21 Compllance 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 Minnesota Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Finishing of bedrooms over garage Page 1 of 1 1. ~ 7o WARR N T DEED 0 DEED TAX DUE DEREON: Date: September 17, 2008 FOR VALUABLE CONSIDERATION, Lloyd G. Wass, and Saundra J. Was,% husband and wife, Grantors, hereby convey and warrant to Real Estate Central LLC, a. Corporation, Grantees, rear property in Dakota County, Mnnesota, described as follows: That part of Lot Three (3), Block One (I), in Blackhawk Hills Addition, Lying Southerly of the North be of GoverntixerA Lot TWO (2) extended To the West lime of Government Lot Three (3) of said Section Sixteen (16), Township Twenty seven (27), Range Twenty three (23), according to the plat thereof now on file and of record in the office of the R4 War of Titles of Dakota County, Minnesota. and Lot (3), Block One (1), Blackhawk Hills Addition, accox ng to the recorded plat thereof Dakota Couaky, Minnesota. The Seller certifies that the Seller does not lmow of any wells on;Lbe descrl`bed real property, together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: Subject to special assessments ditch riens, restrictions, res=vaboas and easements of record, ifany. Lloyd Cr. Wass STATE OF MWNESOTA ) ) ss. COUNTY ov(l t a" ) The foregoing insta went was acknowledged before me this f day of September, 2008, by Lloyd 0. Wass, a rnaxried perso Grsantor. . Opp I lplftmwa Notary Public Urea►JaYMN My Commission Expires: ~oert~+aa~.smo Saundra I Was STATE OP FLORIDA ) ss. COUNTY OF rr; bit The foregoing instrument was acknowledged before me this day of September, 2008, by Saundra 7. Wass, a married person, Grantor. rffa.f rN.a/.!H~:f~a~fn.N!!.u~^af.af..f r: ~.,~y-~{ j/l FE~~(Y arp Public ~ S OX x007 z y Commission Expires. 167' ~ O r O Check if all or pqXt of the land is Registered (Torrens) THIS INSTRU W-Nr WAS DRAFIIRD BY: Tax Statement for the real property Loretta I Mier described in this inst ent should Attorney at Law be sent to: 4576 Blue Mayflower Road R W Estate Central LLC Bemidji, M-N 56601 3580 Ackernium Trail (218) 751-1825 PequotL.akes, NN 56472 Page 1 of 1 Terry Zelenka From: Cassellius, Christine [CasselliusC@SeversonSheldon.com] Sent: Tuesday, September 23, 2008 3:58 PM To: Terry Zelenka Subject: 1670 Blackhawk Cove Hi Terry. This email is to confirm that I have reviewed your fax today including what appears to be a Warranty Deed transferring ownership of the property listed above. I have conducted some research online and the purported owner, Real Estate Central LLC, seems to be legit and Dan Walberg is a broker for that LLC. I have discussed the Warranty Deed with one of the real estate attorneys here and was advised it is legitimate as well. The Deed does not appear to have been recorded yet, but for your purposes, Real Estate Central LLC is the current owner of the property. Please let me know if you have any other questions. Christine J. Cassellius Assistant City Attorney Severson, Sheldon, Dougherty & Molenda, P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 Telephone: (952) 432-3136 Direct Line: (952) 953-8813 Facsimile: (952) 432-3780 Confidentiality Notice: This message and any attachments contain confidential 'information intended only for the use by the named addressee(s) and may contain legally priviledged and/or proprietary information. If you are not the intended recipient, you may not read, copy, distribute, retain or take any action in reliance on the contents of this message or any attachments. If you received this email in error, please notify us immeidately by telephone at 952-432-3136, or by reply email, and immediatley destroy and delete this email message and any attachments from your system. Thank you. Electronic Transactions Disclaimer: Disclaimer Regarding Uniform Electronic Transactions Act (Minn. Stat.325L.01--325L.19 [Minn. Session Laws 2000, Ch. 371] [:UETA"]. If this communication concerns negotiation of a contract or agreement, UETA does not apply to this communication. Contract formation in this matter shall occur only with manually-affixed original signatures on original documents. 9/23/2008 i SEVERSON, SHELDON, LAR.a,;' S. SEVERSON DOUGHERTY & MOLENDA, P.A. GARY L. HUUSKO# JAMES F. SHELDON CHRISTINE J. CASSELLIUS$ MICHAEL G. DOUGHERTY* BRIAN J. WISDORF* MICHAEL E. MOLENDAt A PROFESSIONAL ASSOCIATION EMICHAEL D. MYY FOX WKTILLAMS LOREN M.SOLFEST LFEST SHARON K. HILLS ATTORNEYS AT LAW MATTHEW J. SCHAAP ROBERT B. BAUER* THOMAS R. DONELY TERRENCE A. MERRI T$ SUITE 600 JESSICA L. SANBORN ANNETTE M. MARGARTT 7300 WEST 147TH STREET RYAN J. BIES STEPHEN A. LING* APPLE VALLEY, MINNESOTA 55124-4517 WILLIAM M. TOPKA (952) 432-3136 ERIN. E. BOERSCHEL TELEFAX M JMBER (952) 432-3780 www.seversonsheldon.com November 24, 2008 Court Administrator/Criminal Division Dakota County Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124 RE: State of Minnesota, City of Eagan v. Lloyd G. Wass Court File No. 19AV-CR-08-14024 State of Minnesota, City of Eagan v. Saundra J. Wass Court File No. 19AV-CR-08-14025 Our File No. 205-10388 Dear Sir/Madam: We write as City Attorney for the City of Eagan. Enclosed for filing in Court File No. 19AV-CR-08-14024 please find an executed Plea Agreement together with Mr. Wass' payment of $880.00, the agreed upon fine and surcharge. Please dismiss the charges against Ms. Wass in Court File No. 19AV-CR-08-14025. Thank you for your assistance in this matter. If you have any questions please feel free to contact our office. Very ly yours, Christine J. Cassellius Eagan City Attorney CJC/lae Enclosures cc: Terry Zelenka, City of Eagan Loretta Hillier, Esq. INDIVIDUAL ATTORNEYS ALSO LICENSED IN IOWA, WISCONSIN AND MISSOURI #QUALIFIED NEUTRAL UNDER RULE 114 OF THE MINNESOTA GENERAL RULES OF PRACTICE #REGISTERED PATENT ATTORNEY *MSBA BOARD CERTIFIED REAL PROPERTY SPECIALIST Dakota County District Court PLEA AGREEMENT For Payable Misdemeanor and Petty Misdemeanor Offenses Defendant's Name: -5 UV '5 Date: 1 Z- f 3-o Court File Number: Offense: t Statute # brL(A !516J "u71 c4 Amended from: Sentence: i Guilty Guilty plea not accepted for a period of 6 months 1 year Continue for dismissal for a period of 6 months 1 year Fine $ (Surcharge will also be assessed if conviction applies) Court Costs $ Prosecution Costs $ gc& TOTAL AMOUNT DUE: zo No same or similar offenses No moving violations Other terms and conditions: T un rstand these terms as ordered: The ov constitutes the orde f this court 7-1 G~ Defendant City/County Attorney Judge's Initials (required for pros costs) _ Western Service Center _ Northern Service Center _ Dakota County Judicial Center 14955 Galaxie Avenue 1 Mendota Road W., Suite 140 1560 West Highway 55 Apple Valley, MN 55124 West St. Paul, MN 55118 Hastings, MN 55033 Visa and MC payments can be made by phone 651-438-8444 or online http:l/dakotawebpay.courts.state.mn.us/ Revised 1/3107 GIN No. 444% Page 1 of 1 Terry Zelenka From: Cassellius, Christine [Cassel I iusC@SeversonSheldon.com] Sent: Tuesday, September 23, 2008 3:58 PM To: Terry Zelenka Subject: 1670 Blackhawk Cove Hi Terry. This email is to confirm that I have reviewed your fax today including what appears to be a Warranty Deed transferring ownership of the property listed above. I have conducted some research online and the purported owner, Real Estate Central LLC, seems to be legit and Dan Walberg is a broker for that LLC. I have discussed the Warranty Deed with one of the real estate attorneys here and was advised it is legitimate as well. The Deed does not appear to have been recorded yet, but for your purposes, Real Estate Central LLC is the current owner of the property. Please let me know if you have any other questions. Christine J. Cassellius Assistant City Attorney Severson, Sheldon, Dougherty & Molenda, P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 Telephone: (952) 432-3136 Direct Line: (952) 953-8813 Facsimile: (952) 432-3780 Confidentiality Notice: This message and any attachments contain confidential information intended only for the use by the named addressee(s) and may contain legally priviledged and/or proprietary information. If you are not the intended recipient, you may not read, copy, distribute, retain or take any action in reliance on the contents of this message or any attachments. If you received this email in error, please notify us immeidately by telephone at 952-432-3136, or by reply email, and immediatley destroy and delete this email message and any attachments from your system. Thank you. Electronic Transactions Disclaimer: Disclaimer Regarding Uniform Electronic Transactions Act (Minn. Stat.325L.01--325L.19 [Minn. Session Laws 2000, Ch. 371] [:UETA"]. If this communication concerns negotiation of a contract or agreement, UETA does not apply to this communication. Contract formation in this matter shall occur only with manually-affixed original signatures on original documents. 9/23/2008 SEVERSON, SHELDON, LARRY s. SEVBRSON DOUGHERTY & MOLENDA, P.A. GARY L. HUUS" JAMES F. SHELDON CHRISTINE J. CASSALLIUSt MICHAEL G. DOUGHERTY* BRIAN J. WISDORF* MICHAEL. E. MOLENDAt MICHAEL D. KLEMMt* LORAN M. SOLFEST *t A PROFESSIONAL ASSOCIATION WILY POX WILLIAMS SHARON K- HILLS ATTORNEYS AT LAW MATTHEW J. SCHAAP ROBERT B. BAUER* THOMAS R. DONELY TERRENCE A. MERRITT# SUITE 600 JESSICA L. SANBORNT ANNETTE M. MARGARIT 7300 WEST 147TH STREET RYAN J. RIES STEPHEN A. LING' APPLE VALLEY MINNESOTA 551224-4517 WILLIAM M. TOPKAA (952) 432-3136 ERIN. I?. BOERSCHEL TELAFAX NUMBER (952) 432-3780 September 11, 2006 www.sevenonsholdon.com VIA FACSIMILE ONLY (218) 751°2039 Loretta J. Hillier 4576 Blue Mayflower Road N.W. Bemidji, MN 56619-0385 RE: 1670 Blackhawk Cove Eagan, MN 55123 Dear Ms. Hillier: i write as City Attorney for the City of Eagan. I am in receipt of your correspondence dated September 9, 2008. 1 have had an opportunity to speak with the Building Inspector, Terry Zelenka, regarding your concerns with the parties obtaining a building permit. Mr. Zelenka has informed that no one has requested a building permit and that it issth the City's ultimate goal to gain compliance. In order to gain compliance, a building permit will have to be issued. Mr. Zelenka further indicated that he has a meeting scheduled with the architect, Bill Rust, on September 15, 2008. If you have any questions, please feel free to contact me. j Very truly yours, au'a'~ Christine J. Cassellius Eagan City Attorney CJC/lae cc: Terry Zelenka TMDIVIDUAL ATTORNEYS ALSO LICENSED IN IOWA, WISCONSIN AND MISSOURI tQUALIFIED NEUTRAL UNDER RULE 114 OF THE MINNESOTA GENERAL RULES OF PRACTICE #REGISTERED PATENT ATTORNEY *MSBA BOARD CERTIFIED REAL PROPERTY SPECIALIST RESIDENTIAL If BUILDING PERMIT APPLICATION I J CITY OF EAGAN5 `D_ 1 3830 PILOT KNOB RD, EAGAN MN 55122 651.681.4675 New Construction Requirements RemodellReoair Requirements • 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas • 2 copies of plan (20% maximum lot coverage allowed) • 1 set of Energy Calculations for heated additions • 2 copies of plan showing beam & window sizes; poured found design, etc.) • 1 site survey for exterior additions & decks 1 set of Energy Calculations . Indicate if home served by septic system for additions • 3 copies of Tree Preservation Plan if lot platted after 711193 • Rim Joist Detail Options selection sheet (bldgs with 3 or less units) DATE 6_2q_c) Z VALUATION 3 'S_ ! W SITE ADDRESS I(P / U 6 (A_f-*k~ a wK MULTI-FAMILY BLDG -Y TYPE OF WORK 1QX-20 FIREPLACE(S) _ 0 _ 1 _ 2 APPLICANT -5 l.t-►~ ~cl iA_, L e'f- U"Y-`S STREET ADDRESS 0 S S CITY C/L- r STATE IP 553W TELEPHONE # gS249_J-eZ32 CELL PHONE # FAX # PROPERTY OWNER Lq Wass TELEPHONE # C 7SZ `~~3`~ COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESO-FA RULES 7670 CATEGORY I _ MINNESOTA RULES 7672 (4 submission type) • Residential Ventilation Category 1 Worksheet Submitted New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted Plumbing Contractor: Phone # _ Plumbing system includes: Water Softener Lawn Sprinkler Fee: $90.00 Water Heater No. of R.I. Baths No. of Baths Mechanical Contractor: Phone # Mechanical system includes: Air Conditioning Fee: Heat Recovery System 0 t5 ~ LJ Lb) 2002 Sewer/Water Contractor: Phone # 4 VN I hereby acknowledge that I have read this application, state that the informatio corre 9n with all applicable State of Minnesota Statutes and City of Eaga Or ' an s. _ Signature of Appllcan OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4/02 ~Z U 2 2oo6 RESIDENTIAL BUILDING PIE T APPLICATION City Of Fagan 3830 Pilot Knob Road, Fagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Requirements Remodel/Repair Requirements Office Use Only 3 registered site surveys showing sq. it of lot, sq. R of house; and all roofed areas 2 copies of plan showing footings, beams, joists Cert of Survey Recd _Y _N (21)% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd _Y -N. 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site surrey for additions & decks Tree Pres Required _Y _N 1 set of Energy Calculations Addition - indicate if on sde septic system On-site Septic System _Y _N 3 copies of Tree Preservation Plan H lot platted after 711193 Rim Joist Dell Options selection sheet (buildings with 3 or less units) Mirmegwoo mechanical ventilation form Date ar 1 o(p Construction Cost / F~'C-e_ Site Address 14-70 S1QCk_httv-ik c eve- Unit/Ste # Description of Work ! e m ®d -el l.. Lim p f-e-h S f d/ 17 q 0 h 1(, f at 1' 7 i5_ ('qF Mufti-Family Bldg - Y _X N Fireplace(s) _ 0 _ 1 2 Property Owner 6'em O and &-styn, I tc: Telephone # 51 397-Y775- 4534 i t'e l l o Contractor e i O S S gi i e,- Address AO 1 Sftw axt Avg City (,c nj Bear State M / Zip Telephone # (6 / 2- ) zz 0 9 $ I q COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Category I _ 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 Telephone # ( ) .~7V Mechanical Contractor Telephone # ( ) Sewer/Water Contractor Telephone # ( J 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 Fagan and the State of MN Statutes; I understand this is -at a P;,IIM't, bat oi-! _ permit; that the work will be in accordance with the approved plan in the case of worn` which requires a review and aDi3ruvai of wans. j eMo 0-nd" best's-9,l Applicant's Prinieci iNiamc niJOiic:aW s Sip-nature We rri le 77f 5m e r- i ' city of eagan THOMAS EGAN Mayor July 21, 1995 PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Council Members THOMAS HEDGES MR GEORGE E BOHLIG City Administrator 1680 BLACKHAWK COVE E.J. VAN OVERBEKE City Clerk EAGAN MN 55122 Re: Waiver of Subdivision Application Dear Mr. Bohlig: I recently received your letter expressing concerns regarding preliminary comments received from City staff regarding your application to realign the common lot line of the lots referenced above. This letter will attempt to respond to those concerns as expressed. The staffs suggestion that the two lots be replatted was offered to simplify the resulting title of both parcels due to the lengthy and cumbersome legal descriptions resulting from this Waiver of Subdivision process. It wasn't anticipated that this would add any significant cost to your process. However, we do not dispute your cost estimates. We would like to continue to encourage you to consider replatting the property as we feel it will provide additional benefit in clear title and property transfer. Mr. Mike Ridley can assist you in providing additional information for either process. The second issue of concern pertains to the dedication of a ponding and drainage easement along the Blackhawk Lake shoreline incorporating a high water level (HWL) of 801 plus an additional 3' of elevation for a safety freeboard. I have done some research on the history of water elevations on Blackhawk Lake and found that both the normal water level (NWL) and HWL have changed as the City has developed and refined its comprehensive drainage plan. In the 1972 Comprehensive Drainage Plan, the HWL elevation was 796. When this plan was updated in 1978, the HWL increased to 797. With the subsequent revision and update in 1984, the HWL was increased to 801 based on new updated historical information regarding rainfall intensity and frequency from the National Weather Service and applying those standards to this major drainage district. The most recent plan update of 1990 reaffirmed this 801 HWL elevation. These HWL elevations are the highest level that the lake is predicted to reach based on saturation development within the drainage basin during a 100-year rainfall event. During all other times, the controlled water elevation (NWL) of Blackhawk Lake has been established at 790.3. MUNICIPAL CENTER MAINTENANCE FACILITY 3830 PILOT KNOB ROAD THE LONE OAK TREE 3501 COACHMAN POINT EAGAN, MINNESOTA 55122-1897 THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY EAGAN. MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681.4300 FAX: (612) 681-4612 Equal Opportunity/Affirmative Action Employer FAX: (612) 681-4360 TDD: (612) 454-8535 TDO: (612) 454.8535 Page 2 I can understand your concern with the 801 HWL elevation plus an additional 3' and the impact it may have on your property. Again, this additional 3' is only meant to provide a safety buffer to prevent construction or development of structures that could possible be adversely impacted by an unexpected rainfall event. While this is a standard on all new development, it is not necessary with your proposed Waiver of Subdivision and we will be willing to waive this requirement. However, the plat of the Blackhawk Kilts Addition does not. clearly define these HWL ponding elevations. That is why is was recommended that with this Waiver, it would be an appropriate time for the surveyor to accurately identify this elevation and incorporate it with your descriptions. Again, it is not anticipated that this will result in any significant additional costs. I hope that I have been able to address your concerns in a satisfactory manner that will allow you to proceed with your application. If you have further concerns, please feel free to contact either Mike Ridley regarding the platting process or Mike Foertsch, Assistant City Engineer, regarding our storm water management system. Sincerely, Thomas A. Colbert, P.E. Director of Public Works TAC/,lj cc: Mike Ridley, Senior Planner Mike Foertsch, Assistant City Engineer e sR V RECE f ED J U L 1 4 1995 1680 Blackhawk Cove Eagan, Mn. 55122 July 12, 1995 Mr. Thomas A. Colbert Public Works Director City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Dear Mr. Colbert, SUBJECT: WAIVER OF SUBDIVISION APPLICATION I am the owner of Lot 2 Block 1 Blackhawk Hills addition in Eagan. Last year my neighbor, who owns Lot 3, and I determined that it would be mutually beneficial to us if we adjusted the lot line separating the two lots to better reflect the ways we use our respective property. The adjustment we proposed to make involved rotating the lot line on its center a few degrees to give about 45 ft. more lake frontage to one lot and about 45 ft. more road frontage to the other lot. I hired Rehder & Associates to do the survey and submit the Waiver of subdivision application. At a recent meeting with Mr. Mike Ridley and Mr. Ed Kirscht I was informed of additional conditions, from your office, that would be required. One was a requirement to replat the property as opposed to describing the changes with a meets and bounds description. This adds about $800 additional cost to an already expensive process to make what I thought should be a very simple change. The second requirement was an easement allowing the Blackhawk lake to rise to three feet above the 801 foot high water mark defined in the 1990 plan. This was a very disturbing request. It raises the issue of the lake level of Blackhawk Lake which has been a cause of some concern by the owners on the northwest end of the lake. At the time the property in question was originally subdivided the lake was substantially lower than it is today. I remember a study in the late 70's to determine the lake level. There were a number of property owners concerned with lake levels above 795. A report by the City Engineer, Mr. Rosene, recommended a normal level of 794 and a high water level of 797. I believe most owners would be happy with a 797 lake level and active management of the control structure to keep the lake below 799; but 801 plus 3 feet is totally unacceptable. My purpose in writing is not the issue of the lake level but I felt I must relate the above to explain why I was shocked at what seemed to me to be a inconspicuous attempt to try to partially resolve a potential problem with the lake level. 3 I rr ~ a What I am requesting is that we be allowed to make the simple Waiver of Subdivision requested without the conditions of replating and easements. I would hope that upon further review you could act favorably upon this request. I would welcome the opportunity to discuss this with you at your convenience. I can be reached during the day at 736-3204 and in the evenings at 452-9627. Sincerely, George E. Eohlig CC Mr. Mike Ridley City of Eagan Mr. Ed Kirscht City of Eagan I- Ao r4 14- N 70d 3 197(, 7 3 NA 97 J---' / 791-3 9P y 75747. 3 Nit 'oet°i^nJ,~ h~+,, f=~►1 E - r _ . , s- ~ U'r^ f } r ~ ~ e i . _ } ~ • _..Jr~,,.__._ - . - e _ _ _ i i • , ~ ~ . . ~ _ ; :I • i-- . _ . _ i . - _ I • . _ ti ~ ~ ~1 _ _ _ ~ _ _ . _ i _1 _ . - - - ~ - ~ - . . - _ . L _ - t. ~ ~ . - - r 1 I _ - _ - - ~ - . , _ , rte,. - ~ _ k ~ ~ , F r - - - ' _ - - 1 JJ. • y • ~1 _ 1 ~ ~ . f f - Ida ~ • 1.. _ _ 4 i r. - _ r , r 1.... . - I ~ f x ~ E (`vim t 5\ I~ @l S t S tie Ik-I ~ V 31 August 1977 Mr. Dale Peterson, Building Inspector City Hall 3795 Pilot Knob Road Eagan, Minnesota 55122 Re: Two New Homes Blackhawk Hills Additions`l)and 2. Dear Mr. Peterson: We have reviewed plans and specifications for the proposed new homes listed below and find that both meet or exceed the intent of our covenants. Each person has indicated they will start construction very soon and will apply for a building permit within the next few days. I have signed one copy of their plans as approved. Home Owners are: Mr. Lloyd Wass - Lot 3, Blackhawk Hills Addition #1. Mr. Richard Kelly - Lot 5, Block 2, Blackhawk Hills Addition #2. Sincerely, Wayne Winsor for Associated Families, 3757 Blackhawk Point, Eagan, Minnesota 55122 1 MEMO TO: DIANE DOWNS, UTILITY BILLING CLERK FROM: ED KIRSCHT, SR. ENGINEERING TECH DATE: NOVEMBER 15, 1991 SUBJECT: STREETLIGHT ENERGY COSTS FOR LOT 1, BLOCK 1, BLACKHAWK HILLS 1ST ADDITION, JAMES HELLZEN LOT 2, BLOCK 1, BLACKHAWK HILLS IST ADDITION, GEORGE BOHLIG LOT 3, BLOCK 1, BLACKHAWK HILLS 1ST ADDITION, LLOYD XASS LOT 9, BLOCK 1, ROSEHILL ADDITION This memo is to inform your department to start to invoice the energy costs in the amount of $2.80 per quarter per lot with the next utility billing for the following listed properties. Lot 1, Block 1, Blackhawk Hills 1st Add. - 1690 Blackhawk Cove, James Hellzen Lot 2, Block 1, Blackhawk Hills 1st Add. - 1680 Blackhawk Cove, George Bohlig Lot 3, Block 1, Blackhawk Hills 1st Add. - 1670 Blackhawk Cove, Lloyd Wass Lot 9, Block 1, Rosehill Add. - 1691 Blackhawk Cove, Martin Schuetze The City will be billed by Dakota Electric for the streetlight energy cost for a streetlight that was installed recently in the Blackhawk Cove cul-de-sac. C, L Lemu_ Edward J. K' scht Sr. Engineering Technician cc: Michael P. Foertsch Ed Brunkhorst, Dakota Elec. Enclosure EJK/j f 2006 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for. single family dwellings & townhomeslcondos when permits are required for each unit Date l a - U Site Address d_ 860X_)( unit # PropertyOwner 4- 0C t °%n Telephone # (C~5( ) y,7 7 7 5 Contractor Cj 17J C9 F3 C, R Street Address j 1. 50 S-1-, 0-c city _:5! 1 / Lei-04,.' State MX~, zip _ Telephone # (~y t{ - 1 Bond K L. 516416-1 Expires: ~ O O~ The Applicant Is Owner j,~f Contractor Other Add-on or alteration to eAsting dwelling unit $ 30.00 furnace !Additional -Replacement New air exchanger air conditioner _ heat pump other "fit k_ State Surcharge $ .50 Total $ D, 5_Q I hereby apply for a Residential 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 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 p rYhrw_e_S Join. Cc, Applicant! s Printed Name ant's Signature -----I r I For Office Use I City o f P{ (a (a njl Permit j j1Q (,t ~++I I Permit Fee: $ ..7(.J ~ 3830 Pilot Knob Road I Eagan MN 55122 Date Received: Phone: (651) 675-5675 I 11 Fax: (651) 675-5694 I Staff: L -----------------I 2009 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: Site Address: < ~ /J<luf -i~/Z l ,~le Tenant: Suite RESIDENT/ OWNER Name. 111 (r2~°<~'~ / Phone: Address / City / Zip: CONTRACTOR Name: License Address: City: State: Zip: Phone: Contact Person: TYPE OF WORK X- New _ Replacement X Repair -Rebuild - Modify Space - Work in R.O.W. Description of work: PERMIT TYPE RESIDENTIAL Water Heater Water Softener Lawn Irrigation _Add Plumbing Fixtures RPZ / - PVB) 4 Main _ Lower Level) Septic System Water Turnaround _ New Abandonment RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation (includes $.50 State Surcharge) $50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $.50 State Surcharge) *Water Turnaround (add $165.00 if a 5/8" meter is required) $100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge) $90.50 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and worts is not t 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 approv o pla l x ~ i x 41, Applicant's Printed N e App ant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: -Under Ground -Rough-In -Air Test -Gas Test -Final I I For Office Use I 1 I l I Permit City of Ea ~Il I I ~ so Permit Fee: L 3830 Pilot no Road I I Eagan MN 55122 Date Received: I Phone: (651) 675-5675 I ~J I Fax: (651) 675-5694 I Staff: I L-----------------1 200p9 RESIDENTIAL PLU`M/BING~ PERMIT APPLICATION Date: `O I Site Address: 1670 (G-GK LL 2 C V, Tenant: T)/-- n (J t l° Suite RESIDENT / OWNER Name: PC--rl Phone: 2 /n-3 5'~ J~"l 5 Address / City / Zip: 1S 32 KA ~~2 dIf j~~~c G c~ n CONTRACTOR Name: n T C Pfu M y l /I rn T~ C License Address: ~ ro4 l-+t~l(~ 17r City: !f 1, i 0 P State: Zip: ~d 0 Phone: ;?K zi' 7o is LContact Person: ?C-0 t TYPE OF WORK New Replacement _ Repair _ Rebuild ` Modify Space _ Work in R.O.W. Description of work: i n U i2 +~o o -d t'+ PERMIT TYPE RESIDENTIAL b C_+ s Water Heater Water Softener C'...n d t3f S%~ K Lawn Irrigation Add Plumbing Fixtures C_ RPZ / - PVB) Cla Main 4 Lower Level) Septic System Water Turnaround _ New Abandonment RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation (includes $.50 State Surcharge) $50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $.50 State Surcharge) *Water Turnaround (add $165.00 if a 5/8" meter is required) $100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge) $90.50 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ 1 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 1 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 P6~~~1 1~.~,_ IP x Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: -Under Ground -Rough-In -Air Test Gas Test -Final o❑ o❑ 'mss s 1. RUST ARCHITECTS, P. A. A -11 ' i F Oct. 23, 2009 Mr. Terry Zelenka, Building Inspector City of Eagan 3830 Pilot knob Road Eagan, Minnesota 55122 REF: 1670 Blackhawk Cove, Eagan, Minn. 55122, basement columns at west end Dear Terry; Please find the following information in reference to the home at 1670 Blackhawk Cove; I was asked by the home owner to address the issue of column size, placement, and need in the lower level of the building. As you can see on the plan there is steel beam line down the center of the basement, and on the far "west" end it was bearing on the brick at the fireplace. My structural engineer was uncomfortable with that, since we did not know the bearing points. Thus we had the contractor cut out the brick wall (on the back side) to verify. It was indeed bearing on the brick. The direction was then give to install the new column and footing behind the wall, however this was very tight and owner decided to place the column in front of the brick wall, and then frame in front of the brick wall. This allowed for the column and footing to be installed easier and have better bearing as well. This then offered the opportunity to eliminate the column we had called out that was approximately 5' east of the brick wall. I hope this is understandable, and should you have any questions or need clarifications please call me at your convenience. Thank you!!! Sincerely, William E. Rust AIA HOME OFFICE 31480 Castle Drive 4744 Washington Square Webb Lake, WI 54830 White Bear Lake, MN 55110 Taylor Falls (715) 259-7991 (651) 429-1913 i Fax(651)429-7561 651-465-5205 brustLctrustarchitects.com www rustarchitects.com SHEET INDEX: Al SITE PLAN A2 OMIT A3 LOWER LEVEL FLOOR PLAN A4 MAIN LEVEL FLOOR PLAN A5 UPPER LEVEL FLOOR PLAN A6 EXTERIOR ELEVATIONS A7 NOT USED A8 DETAILS A9 DETAILS S1 FRAMING LOWER LEVEL S2 FRAMING MAIN LEVEL S3 FRAMING UPPER LEVEL ( RENDER TIEN 30= t. `EA f3} 1.ow REQUIRE GUARDRAILS Nfi IN !JUGIITAND DESIGNED • s" hill WILL NOT PASS THR t,I' s.: ' ;I ; i C TORS ARE REQUIRE IN EVERY 4.0 ROOM ;V lath•` 'NST.; Lr IN AL', AND NI LiLTI FAMILY 0 an a I , Jcse ?nu; t i:'su c rce6i . '�',F` �F{Sa':r st iS"1 4• 0;IF+ ateol. GC." 22" X 3:Y GENERAL NOTES: 1. CONTRACTOR TO FOLLOW ALL LOCAL, STATE AND NATIONAL BUILDING CODES APPLICABLE TO THIS PROJECT, AND REPORT ANY DISCREPANCIES IN PLANS TO ARCHITECT PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO OBTAIN REQUIRED BUILDING PERMITS FROM GOVERNING BODIES, PRIOR TO ANY CONSTRUCTION. 3. CONTRACTOR TO BE LICENSED AND INSURED (AS PER OWNER REQUIREMENTS) FOR PROJECT LOCATION. 4. CONTRACTOR TO OBTAIN SAMPLING AND TESTING FOR MOLDS ADN OTHER HAZARDOUS CONDITIONS, AND REPORT FINDINGS TO APPROPRIATE AUTHORITIES. 5. CONTRACTOR TO UTILIZE THE SERVICES OF QUALIFIED SUB- CONTRACTORS FOR THE INSTALLATION OF ELECTRICAL, PUMBING AND HVAC EQUIPMENT. ALL MATERIALS TO BE APPROPRIATE FOR APPLICATION AND NEW. 6. ALL DEMOLITION AND REPAIR TO BE HANDLED IN A WORKMAN LIKE FASHION, UTILIZING THE BEST CONSTRUCTION MEANS AND METHODS. ALL CONSTRUCTION MATERIALS TO BE APPROPRIATE FOR APPLICATION AND NEW. 7. CONTRACTOR TO INCORPORATE JOIST HANGERS, ANCHOR BOLTS, AND OTHER CONNECTION DEVICES IN AREAS AS DEFINED ON PLANDS, AND OTHER AREAS NOTE DIRECTLY VISIBLE PRIOR TO DEMOLITION AND RECONSTRUCTION. 8. CONTRACTOR TO INSTALL AND UTILIZE APPROPRIATE INSULATION AND TECHNIQUES IN AREAS LACKING INSULATION. 9. CONTRACTOR TO INSTALL APPROPRIATE WATER PROOFING AND TECHNIQUES AT BRICK -FOUNDATION -GRADE AREAS. 10. CONTRACTOR TO VERIFY THE CONDITIONS OF THE BRIDGE AND MAKE REPAIRS AND INSTALL NEW STRUCTURAL ELEMENTS AT BRIDGE AREA AS REQUIRED DURING THE DEMOLITION PHASE. 11. CONTRACTOR TO REGRADE AND MODIFY THE LANDSCAPE TOPOGRAPHY AT LOCATIONS AROUND THE HOME, TO PREVENT WATER INCURSION AND MAINTAINING PROPER DISTANCES BETWEEN SIDING MATERIALS AND GRADE. 12. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE FOUND DIFFERENTLY. MAINTAIN AIN MINiMUM 6" WOOD TO i EARTH SEPARATION, FRONT PERSPECTIVE 1 II �IIIIII1111111111111111111111111111III !I 1 111 III'llillillllll' iq1 Ili;i�i REAR PERSPECTIVE w w U O 0 >, 0 E co = 0 m to m4 a E .c (1,>l4 -D L.v c co r:Nt 8Naa License No. .03I 0E maw .c w D rmm...71 4ry� W li O M DRAWN BY: JAR CHECKED BY: WER REVISIONS # DATE: PROJECT NUMBER: PRINTED DATE: \ r N REMOVE BRI N. \ N '\ ��\ H2 \ \ // // // /, // °p F4 // /, // / , // // \ /7// // / \`1 // I LI I ‘NL L_ _ 1 °4, 2\ REMOVE AND CAP ALL PLUMBING FIXTURES, THIS BASH ONLY i/ / L / 2 // t\ / /, 2 G i !\2 ; 4 u H : • 11 t — REMOVE EXIST STEEL COLUMNS - / CUT CONCRETE TO ATTACH NEW BEARING PLATE TO FOOTING (ADD NEW FOOTING IF NEC) OPEN WALL AS NEC. TO ADD TO HEADER- SEE STRUCT. DEMO MAIN LEVEL PLAN 1/4" = 1'-0" WALL FRAMING & SUPPORT OF BRICK IS UNKNOWN- CUT OPENING IN BRICK TO DETERMINE SUPPORT DEMOLITION NOTES: 1. REMOVE EXISTING DOOR, FRAME AND ALL ASSOCIATED PARTS. 2. REMOVE EXITING WOOD STUD WALL AND SHEETROCK. 3. REMOVE EXISTING WINDOW, FRAME, TRIM AND ALL ASSOCIATED PARTS. 4. REMOVE PORTION OF EXTERIOR WALL, SIDING, ETC. TO ACCOMMODATE FOR NEW WINDOW. 5. REMOVE FIBERGLASS TUB UNIT AND ASSOCIATED PLUMBING. 6. REMOVE EXISTING DECKING, DECK FRAMING, POSTS, FOOTINGS AND RAILING. GENERAL NOTES: 1. FIELD VERIFY ALL DIMENSIONS 2. ALL DIMENSIONS FROM FINISHED WALL TO FINISHED WALL W 0 0 cJ QLc) _Lr) Z U2 co (1 d - LU CHECKED BY: WER REVISIONS # DATE: LEVEL 1/4" = 11-0" TANK • 4X4 POST 2'-0" X 2'-0" X 10" \( CONC. FTG VERIFY ' ) LOCATIONS FOR BEARING ABOVE o;4' REPLACE --/ .? 9' 4.0 O ((4X4 NST'' - :b 2'-0" X 2'-0" X 10" ( CONC. FTG VERIFY LOCATIONS / FOR BEARING BOVE INN./ 6" CMU . / -0 7/8" • • ( RETE)TURE AND PAINT ENTIRE BASEMENT \REPLACE ALL WINDOWS AND EXTERIOR DOOR 9, CONC. FTG ( VERIFY LOCATIONS FOR BEARING 3' - 7" UP REMOVE AND REFRAME STEPS TO 14 R© 7-3/4"max AND 13T 10" min (WAS 17R @ 6-3/8"+-, 16T 8-1/2") ° (2) 2x10 onlyl cont. 4x4 post (ftg??) 0 0 0 2'-2" I-144 "Poot sP0* 4 0' REMOVE AND .F -----REFRAME BAR AREA TO APPROPRIATE DIMENSIONS NEW 6X6 TIMBER COLUMNS --- 76, c 0 04, 0 ‹.• ism 09 .77 CTOPRACKOINGFHDER AT FIREPLACE OPENING 1:14, 4' - 7 7/8" /— NEW 12' - 1" (1) 2x10 co rr 1 4 r,11- (1)2XiON WRAP POST -77 ADJUSTABLE - METAL POST to 0 1.0 Xi o-.. - z- ..- ....- re) PATCH IN BRICK (1) 2x10 (2) 2X4???? 11' - 5" SPAN -•••••.- = = i ,--- CONFIRM BEARING REPLACE EXISTING DOOR 39 - 11 1/2" ",-- REMOVED — -- (3), 2X4 _--- t V fiL ti FRAMED SOFFIT TO BE SHEETROC KED/TAPED/SANDED 12 - 10 1/2" 2X6 FIR SILL ---/ PLATE VERIFY SIZE AND LOCATIONS OF ANCHOR BOLTS 1 sic GENERAL NOTES: 1. FIELD VERIFY ALL DIMENSIONS 2. ALL DIMENSIONS FROM FINISHED WALL TO FINISHED WALL (1) N-- (.0 C)t.() 111:4 1-- IN - ch ot•) 0.: (•1 C\I „..— ..--... LLI -2 4- (7) o E y, . (13 1.1.1 0 CNI < Tr) ILC) Z 2 z<c— co 0 U.1 GENERAL NOTES: 1. FIELD VERIFY ALL DIMENSIONS 2. ALL DIMENSIONS FROM FINISHED WALL TC) FINISHED WALL (3) 2X6 POST AND SOLID BLOCKING TO MASONRY (3) 2X6 POST AND SOLID - BLOCKING TO MASONRY FLOOR ABOVE DINING ROOM 17 o (3) 2X6 POST AND SOLID BLOCKING TO MASONRY _,„A�7�140,6 Obt_ ill • )?•„,3 1/2” X 6" POST 0 KITCHEN ?o 4s1.O\7• 4_.a FAMILY ROOM 4) - --?'N N \ 18 �\ l 3 1/2" X 6" POST -441- "VERIFY & RELOCATE ALL ELEC., HVAC, PLUMBING AND GAS LINES FOR NEW KITCHEN,/ REF. /DBL -OVEN- D "VERIFY ALL HVAC VENTS 4" 3' - 0" ,... 5'-91/2" LAUNDRY \,PANTRY 15 - POST LIVING ROOM 14 ! SEE ALTERNATE BATH PLAN 2/A4 PARTIALLY DROPPED BEAM Lu U' - 10 3/4 NEW PRE -FAB FIREPLACE CLOSET - RELOCATE 6" DUCT & BOX IN 6'-3" SHOP 22 \ T BRICK REMOVE STAIR AND FLOOR SECTION TO ACCOMMODATE NEW STAIR FOYER 10 0 GARAGE 23 N 0) 2 A7 O 44, 0 MAIN LEVEL 1/4" = 1'-0" BEDROOM #5 11 L_ '-43/4 WALL TYPE 'A' 1 1/2" = 1'-0" L >i 0' - 5 1/2" -4- WALL TYPE 'B' 1 1/2" = 1'-0" 3 1/2" BATT INSULATION 2X4 TREATED BOTTOM PLATE SHEATHING HORIZONTAL SIDING 5/8' GYP. BD. 2X8 STUD 18" O.C. 5 1/2" BATT INSULATION 2X8 TREATED BOTTOM PLATE J RUST ARCHITECTS, P.A. >- co CHECKED BY: WER REVISIONS # DATE: PROJECT NUMBE 0 CO ISSUED DATE: // / / 1 "r? Ugr Z/, 2r0 1:2P41 ] / / „ / / x:„ / / p• - Ahh. -s-- / REMOVE ------ <73 / _....-. Nw RAILING ,N 0 / 'SFr • BEDROOM 36 BEDROOM #6 40 GENERAL NOTES: HALL 38 38 MASTER BEDROOM 35 1. FIELD VERIFY ALL DIMENSIONS 2. ALL DIMENSIONS FROM FINISHED WALL TO FINISHED WALL - REMOVE RAISED PLATFORM BATH VANITY 29 I \ HALL [_3i ADD POSTS- SEE STRUCT. 30 WRAP WITH OAK DRESSING I ; EXIST RAILING- '‘ REMOUNT TO POSTS 1 / BE(DOM #1 4r_ / / / //NEW POST 1Alk't.4..t'' LOCATION???? 'N•- ._ , . , 43 / ''. ir NI, N614,, HALL 20 -WRAP BEAM W/ 1X OAK BATH 32 33 CHIMNEY -- TBOOEPLEONW 7-„ BEDROOM #2 N SEE STRUCT FOR HEADERS • / ,/ / . 2 A7• FALSE DORMER NN. 3j /j7/UPPER LEVEL --- 1/4" =11-0" NNI!ttk. t1S. 0 0 LLJ CHECKED BY: WER PROJECT NUMBER: ISSUED DATE: REVISIONS # DATE: /, / REPAIR HOLES IN SIDING/TRIM/SHEATHING ADD CANTILEVER JOISTS & NEW RAILLING- SEE 1/S2 & 2/S2 REMOVE/REPLACE FOAM SHEATHING COVER WITH 'TYVEK" AIRNVATER BARRIER AND CEDAR SIDING TO MATCH EXISTING ti REPLACE TRIM © WALUSOFFIT PATCH SIDING HOLES THROUGHOUT ASI EXIST. ROOF CUT STONE CAP TO MATCH EXIST. INCLUDE FLASHING AT TOP FINISH BRICK VENEER - MATCH EXISTING SOUTH EXTERIOR ELEVATION III tl I I I II 111111 1111111111 U � 1/8" 1/8" =1'-0" IIIII SII I [11 E ,I I I I I III 11 ADD FOOTINGS, POSTS, & ADDITIONAL FRAMING TO DECK- SEE 5/A9 & 1/S1 REPAIR SIDING AND TRIM ®NORTH EXTERIOR ELEVATIONS 1/8" = 1'-0" EXIST. BRICK VENEER REGRADE / ADD FILL TO COVER WAERPROOFING WEST EXTERIOR ELEVATION 1/8" = 1'-0" REMOVE PORCH ROOF LEDGER, ETC. REMOVE SIDING, INSTALL NEW SIDING TOOTHED INTO EXISTING AND OVER TYVEK AIRNVATER BARRIER CLEAN AND INSPECT GUTTERS REMOVE PLYWOOD PATCH AND REPLACE 1X FASCIA TRIM REPAIR HOLES IN CORNER TRIW SIDING/AND FOAM SHEATHING. CHECK FRAMING FOR DAMAGE 1 1111111111RP Ilil� �I �ii�eiihiiiillii� 111�Iiiiiiii 11111well wilw..111141/■ I ;I L J L J L _1 L J EAST EXTERIOR ELEVATION 1/8" = 1'-0" NEW RAILING (ALT: REBUILD EXIST) REBUILD ENTIRE DECK SEE DETAILS RE -GRADE NEAR DOOR INSTALL FLOATING SLAB WITH 1 TREAD (2RISERS 6-1/2" TO THRESHOLD) REMOVE RR TIE RETAINING WALL, REGRADE AND INSTALL SMALLER SEGMENTAL CONC. WALL 0 0 �1 N ME>,� U W -0 (0)i E N coo (0 N+r a E 2 -0 c t C U 00. 1:1> 3 ami c I_ E c— L O-2 8c° cp'0 U) License No. DRAWN BY: JAR CHECKED BY: WER N 0 Co PROJECT NUMBER PRINTED DATE: 10/03/08 ADD (2) 1-3/4"X11-1/4" REMOVE 2X10 LVL BEAM EXIST 2X10 JOISTS NEW JOIST HANGERS _ _�A� REMOVE TIMBER BEAM WRAP BEAM W/ OAK 1X BEAM @ DINING SIMILAR (2) LVL WITH FURRING BELOW CEILING TO MATCH WIDTH OF BEAM @ LR BEAM @ LR CEILING 3/4 = 11-0" NEW 11-1/4" LVL EXIST 2X10 JOIST 2X6 & 1/2" PLYWD BLOCKING EXCEPT UNDER 11-1/4" LVL STEEL BEAM AND 2X6 PLATE NEW 9-1/4" LVL BEARING WALL ABOVE PLAN @ ADDED JOISTS 17-6 3/4" = EXTEND 1" RIGID INSULATION AND AIR SPACE TO 4" MIN ABOVE TOP OF BLOWN INSULATION APPROX. 3' EXTEND FIBERGLASS BATTS AND 2" RIGID INSUL TO TOP OF BLOWN INSULATION EXIST FLOOR SHEATHING EXIST SINGLE 2X10 BEAM ADD JOIST HANGERS ADD (2) 11-1/4" LVL (OR PER PLAN) 2 DIRECTION CHANGE @ GARAGE 3/4" = 1,-0" 2X6 & 1/2" PLYWD SHIM EXCEPT BELOW 11-1/4" LVL ADD 9-1/4" LVL fa EVERY SECOND JOIST NAIL TO EXIST 2X10 W/ (3) 16d 6 24" O.C. EXIST FLOOR SHEATHING EXIST 2X10 JOIST 2X6 PLATE BOLTED TO STEEL BEAM FORMS- CONTR TO BUILD AND BRACE FORMS FOR SMOOTH SURFACE AND TIGHT FIT TO EXIST CMUBRACING BY CONTR ADD 11-1/4" LVL EACH JOIST NAIL TO EXIST 2X10 W/ (3)16 d 6 24" O.C. EXIST STEEL BEAM - LOWER BEAM 2" WHEN CHANGING COLUMNS REMOVE EXIST 2-1/2" dia. AND INSTALL 3-1/2" STRUCT. PIPE COLUMN W/ BEARING PLAE AND BOLTS TOP AND BOTTOM ADDED JOIST @ GARAGE REPAIR OF CMU CORNER 3/4" = 1'-0" EXIST 2X10 / LVL 3/4" = V-0" R-57 BLOWN CELLULOSE INSULATION / AT FLAT CEILING (ALTERNATE" 3 LAYERS R-19 FIBERGLASS BATTS) •• • 41. SECTION VIEW AT INTERSECTION OF SLOPED AND FLAT CEILINGS 8 ) INSULATION- ROOF/CEILING 1" = 1'-0" / ROOF SHEATHING (SHINGLES NOT SHOWN) 3/4" X 1" CLEATS TO FORM 1" min. AIR SPACE 1" RIGID INSULATION AM Atr ," •.•....U.N..u...0................../.t ismiummommommimmussommumme 3 1/2" R-15 (SPECIAL HIGH R) FIBERGLASS BATTS 6MIL POLY V.B. AND 5/8" GYP BD SLOPED CEILING 2" RIGID INSULATION " PL 60D GUSSETS/BEARING AT EACH SIDE- FIT TIGHT TO TOP OF 2X12 (1) 2X12 a, 05 VERTICAL IN EACH CORE SPACE POUR NEW CONCRETE REMOVE FACE AND WEBS OF EXIST CMU ENTIRE HEIGHT OF WALL 2X6 CLG JOIST G TYPICAL SCREW PATTERN: SCREWS AT 4" O.C. OR (5) MINIMUM INTO EACH TRUSS MEMBER 12 ATTIC TRUSS DETAILS 3/4" = 1'-0" F or G TOP OF BRICK 1 1/2" = 1'-0" TYVEK WATER/WIND BARRIER CEDAR SIDING- REMOVE / REPLACE AS NEC. TO INSTALL FLASHING SELF -STICK BITUTHANE WATERPROOFING METAL FLASHING REMOVE CONC. FLOOR AS NEC. FOR FTG CUT STONE SILUCAP TO MATCH EXISTING EXIST. CONC FLOOR BRICK VENEER WITH TIES FASTENED THRU INSUL INTO STUDS WIND/WATER BARRIER (TYVEK OR EQUAL) FOAM INSULATION SHEATHING - REPLACE AS NEC. 31/2" PLYW )OD GUSSETS/BEARING AT EACH SIDE- FIT TIGHT TO TOP OF 2X8 CLG JOISTS OVER STAIR HALL F EXIST 1/2" PLYWD 1 SIDE ONLY (REMOVE) EXIST3" X 7" METAL PLATE 1 SIDE ONLY CONC FOOTING: 2'-6" X 2'4" X 1'-0" DP W/ (3) IIt5 E.W. ADD 1/2" PLYWOOD GUSSET AT EACH SIDE (5) SCREWS MIN. INTO EACH TRUSS MEMBER @ EA SIDE 2' - 8" 3" X 7" METAL PLATE 1 SIDE ONLY POST- SEE PLAN WRAP W/GHYP BD OR 1X OAK COLUMN BASE- SEE PLAN CONC BASE PATCH CONC FLOOR & EXTEND TO EXTERIOR WALL NEW FOOTING 1" = 1'-0" EXPAMSION MATERIAL COMPACTED AGGREGATE FILL EXIST EXTERIOR WAL EXIST CMU FDN ADD 1/2" PLYWOOD C'USSETAT EACH SIDE (.a) SCREWS MIN. INTO EACH TRUSS MEMBER © EA SIDE EtIST. 3" X 7" METAL P1ATE-1 SIDE ONLY EXIST 1X3 PI 1 SIDE ONLY (REMOVE) ADD 1/2" PLYWOOD GUSSET AT EACH SIDE (5) SCREWS MIN. INTO EACH TRUSS MEMBER © EA SIDE ADD 1/2" PLYWOOD GUSSET AT EACH SIDE SREWS @ 4" O.C. OR (5) SCREWS MIN. INTO EACH TRUSS MEMBER EA SIDE REMOVE EXIST. 1/2" PLYWOOD GUSSET (1SIDE ONLY) (1) 2x6 TOP PLATE 2X6 STUDS (� 16" O.C. D APPROX. 19' - 4 1/2" D E FOAM SHEATHING Mc- .,__ <0 a °'10 N N CL: V'V' 10 17 n uf xCO V W ° IZ S CU re >< in a � <wo m Cn _iUWW ,-1--Z O=Z O O >, N E>, O • co en Ec3o c°(5a) o al L aE2I_ to >, a) L C - +a5 :7J ▪ as a) ,Z^ B .N cu .oN0�E o � O C N f0 O — -Jt c cc uw `J 0'-2" 2X4 CEDAR TOP AND BOTTOM RAIL 2X2 PICKETS © 5-1/4" O.C. MAX. 4X4 CEDAR POSTS AT 5' O.C.+- BOLT TO RIM W/ (2) 5/8" THRU-BOLTS ADD (3) TR. 2X8 BEAM SIMPSON AC6 (pair) POST CAPS- or similar 6X6 CEDAR POST EXIST 2X6 CEDAR DECKING EXIST 4X8 TIMBER JOISTS ©42" O.C.+- EXIST 2X4 CENTERED BETWEEN 4X8 TIMBER JOISTS (ALT: TREATED 6X6 OR 4X4) SIMPSON COLUMN BASE "ABA66R" OR SIZED FOR COLUMN USED 10" ANCHOR BOLT 10" (min) dia CONC. CAST IN PLACE PIER W/ (4) #4 VERT. AND #3 TIES 10" O.C. 16" min. dia. AT BASE OF CONCRETE - BEAR ON UNDISTURBED SOIL I NEW BEAM/POSTS @ DECK 1" = 1'-0" EXIST 2X10 JOISTS AND RIM SIMPSON L50 4X8 TIMBERS ADD TR 2X8 © EACH 2X4 4'-0"BELOW HANGER -------- ALT ALT #1: ADD 2X10 LEDGER WITH SLEEVE ANCHORS INTO CMU ALT. #2: ADD VERTICAL 2X4s 16" O.C. SET FLAT TO WALL & TIGHT TO BOTTOM PLATE/ CONCRETE AND TO EXIT LEDGER 2X2 FURRING AND GYP BD REMOVE AS NEC. FOR LEDGER LEDGER AT CMU BELOW KITCHEN 1 1/2" = 1'-0" EXIST CMU AND CONCRETE HOUSE WALL WALLS EXIST. CANTILEVERED 4X8 AND 2X4 TO REMAIN EXIST FLOOR SHEATHING EXIST SINGLE 2X10 BEAM EXIST 2X6 CEDAR DECKING EXIST 4X8 TIMBER JOISTS ft 48"+- O.C. EXIST 2X4 NEW TR 2X8 JOIST- SHIM IF NEC. FOR BEARING © BEAMS 2 DECK ADDED JOISTS 1" = 1'-0" ADD JOIST HANGERS ADD (2) 9-1/4" LVL (OR PER PLAN) BEAM @ JOIST DIRECTION CHANGE 1" = 1'-0" 1" RIGID FOAM SHEATHING (CEDAR LAP SIDING NOT SHOWN) 2x6 STUDS 5-1!2" R-21 FIBERGLASS BATTS EMIL POLY VAPOR BARRIER LAP AND TAPE ALL JOINTS 5/8" GYP. BOARD FLOORS \\ 1-1/2" RIGID INSULATION 5/8" TYPE -X GYP BOARD SUBFLOOR 2X10 JOISTS 10" FIBERGLASS BATTS ® INSULATION- WALLS/FLOOR 1" = 1'-0" EXIST TIMBER BEAM - SEE PLAN FOR ADDED COLUMNS AND ATTACHMENT TO BEAM 1/2" PLYWOOD ON BOTH SIDES OF TRUSS 1/2" PLYWOOD SHIM (MATCH GUSSET ) EXIST. 2X10 JOISTS EXIST. 8" STEEL BEAM ALT. #1:(2) 1/2" dia. X 3 1/2" LAG BOLTS II ALT. #2: FRAME SOFFIT TO SOLIDLY RESTRAIN TOP OF POST PLYWOOD SHIM TO REMAIN EXIST 6X6 TIMBER POST O WOOD POST TO STEEL BEAM 1 1/2" = 1'-0" •� • 0 0 0 7 • • •� % 0 0 0 0 0 0 • • • • • • . • • o , \Lo • i ICAI NEW 2X6 PLATE OR AS NEC FOR BEAR NG T SLOPE O ADDED RAFTER 2X10 1" = 1'-0" AT BOTTOM BEARING 3'-0" 2X10 LEDGER WITH (3) 16d NAILS AT EACH STUD AT BEARING WALL ADD (1) 2X10 AT EACH RAFTER (2 AT EACH SIDE OF FALSE DORMERS) CONNECTION TO BE DETERMINED (16)-8d NAILS INTO TOP CHORD- EACH SIDE 1/2" PLYWOOD ON BOTH SIDES OF TRUSS (16)- 8d NAILS INTO BOTTOM CHORD- EACH SIDE EXISTING 2X •• i • • • • • • • •/ • • • . • • • • • • EXISTING 2X6 3'-0" AT BEARING WALL ADD (1) 2X10 AT EACH RAFTER (2 AT EACH SIDE OF FALSE DORMERS) FOR CONNECTION SEE 9/A9T0 BE DETERMINED 10 ROOF OVER GARAGE- REPAIRS 3/4" = 1'-0" EXISTING 2X6 (6)- 8d NAILS INTO TOP CHORD- EACH SIDE EXISTING 2X6 (6)- 8d NAILS INTO TOP CHORD- EACH SIDE (6)- 8d NAILS INTO VERTICAL WEB- EACH SIDE 1/2" PLYWOOD ON BOTH SIDES OF TRUSS 1/2" PLYWOOD ON BOTH SIDES OF TRUSS (6)- 8d NAILS INTO WEB MEMBER- EACH SIDE NEW 2X6 AT TOP OF ADDED WEB / NEW 2X6 EXISTING 2X4 EXISTING 2X4 1/2" PLYWOOD ON BOTH SIDES OF TRUSS (6)- 8d NAILS INTO VERTICAL WEB- EACH SIDE AT TOP OF ADDED WEB (SIMILAR TO LEFT SIDE) • • \ 1••I • • • L •L!• •1 • • • • • • • • NEW 2X6 (6)- 8d NAILS INTO DIAGONAL WEB EACH SIDE 2' - 4" min. AT CENTER EXISTING 2X6 (10)- 8d NAILS INTO BOTTOM CHORD- EACH SIDE LINTEL OVER COOKTOP 3/4" = 1'-0" ROOF D.R. BEAM POST IN WALL (CONFIRM) WALL WITH POST UNDER D.R. CEILING BEAM EXIST CEILING/FLOOR ` INSTALL (2) 9-1/4" LVL BEAM- EXTEND TO TI COLUMNS AT ENDS OF COUNTER NEW LINTEL EXIST TIMBER BEAM EXIST POST BEYOND WOOD BRACES or STEEL ANGLE EXIST BRICK 2X2 FRAMING — 1/2" PLYWOOD — EXIST RIM JOIST TO REMAIN EXIST TIMBER BEAM EXHAUST HOOD- BY OWNER 0 co O SECTION DETAIL @ COOKTOP 1/2" = 1'-0" EXISTING 2X6 H CABINET TO 2X2 AND FLOOR (16)-8d NAILS INTO TOP CHORD- EACH SIDE 1/2" PLYWOOD ON BOTH SIDES OF TRUSS EXISTING 2X6 (16)- 8d NAILS INTO BOTTOM CHORD- EACH SIDE 2X4 SOFFIT FRAMING (3) 1-3/4" X 7-1/4" LVL WITH THRU BOLTS 5/8" GYP BD NEW BEAM AT EAST SIDE RIGID INSULATION rI rn Q N N w CO (O V Z ELI ° IL LiJ V ZLij Y QgLr) 1m0 :E U w w Z o=Z 1 O D CHECKED BY: Designer PROJECT NUMBER: RA08024 PRINTED DATE: 10/03/08 EXIST 6X6 POSTS W/ 4"+-dia CONC PIER TO REMAIN NEW 6X6 (ALT. 4X4) TREATED POSTS ON CONC. PIER AND FOOTING- SEE DETAIL EXIST 4X8 JOISTS 48"+- O.C. TO REMAIN EXIST 2X4 ATTACHED TO UNDERSIDE OF DECKING - ADD TR 2X8 JOIST AT SIDE OF EACH- SHIM IF NEC FOR BEARING AT BEAMS- ATTACH DECKING EXIST TREE TO REMAIN- ADD 2X8 JOIST SPREAD AS NEC. N // // / / / / / / / /7 / / / / / /, / // /, /, EXISTING STAIR TO SECOND FLOOR- NO CHANGE // // // // / BEAM MAY BE MOVED SO THAT POSTS ARE IMMEDIATELY TO HOUSE SIDE OF NEW CONCRETE WALK / ADD SIMPSON L50 FRAMING ANGLES AT EACH SIDE OF EACH 4X8 TO 2X10/9 1/4" LVL BEAM COLUMNS AND CONCRETE FOOTINGS PER 1/A9 1_ HANDRAIL TYP. ' - 10" 0'-1" (2) ROWS OF 20d NAILS AT 12" O.C. THROUGH JOISTS AND INTO 4X8 BEAM '// /7 /7 7/ /7 / / / / / / 7/ TRIPLE T HANGER 7/ /7 /7 7/ 7/ 7/ // 7/ ,'/9 NEW 6X6 TIMBER POST,/ / / 1 // /TEMP. eEMP. POST(REMOVE) f/ . STEEL COLUMN OP PLATES --1" REBUILT STAIR TO LOWER LEVEL 3/8" = 1'-0" TREATED 2X12 PLATE ANCHORED TO CONCRETE 7. i STRINGERS CUT FROM 1 3/4" X 11-1/4" LVL - ADD 5-1/2" LVL TO EACH STRINGER OR BUILD BEARING WALL Ai MID -SPAN MAIN LEVEL �.. 8'-0" / LOWER LEVEL -1'-0" SHORE FLOOR ABOVE/ REMOVE EXIST TIMBER BEAM CONFIRM ATTACHMENT F RIM JOIST TO CMU TANK REMOVE INSIDE FACE AND FIRST WEB OF CMU FORM AND POUR CORNER - ADD (1) #5 VERT IN EACH CORE NEW FTG: 2'-6" X Z-6 W/ (3) #.5 E.W.- DOWEL .W:DOWEL 8" INTO EXIST FTG WV) #5 / REMOVE AND REFRAME STEPS TO 14 Rai 7-3/4"max AND 13T ft 10" min (WAS 17R CD 6-3/8"+-, 16T 8-1/2") 1' - 6" EXIST POST ADD SECOND 2X10 I) EA. JOIST EXISTING 2X10 DBL JOISTS (LOAD FROM ABOVE) CONFIRM EXACT LOCATION OF COLUMNS SUPPORTING BEAM IN SECOND FLOOR CEILING- PROVIDE BEARING: (2) 2X4 IF IN WALL OR 4X4 POST AND FOOTING IF NOT IN WALL AD ' 4X 9-1/4LVL BREAK UP CONCRETE ADD NEW CONC FTG: 3'-0" X 3'-0" X 1'-0" DP W/ (3) 15 E.W.; PATCH CONCRETE FLOOR o • v urr4" w•�� D 4X4 TR POST &NEW 6X6 TIMBER POSTTOILET/ & 1-/4" X " CANTI(2)L3EVER TO7-1/4 NEXTBEAM- \ TO MATCH EXISTING JOIST 2 TUDS�24"O.C.W/ /N -....-_-_-_-....Li rr INGLE TOP PLATE; ADDS UD WH © • - PLACE UNDER EACH JOIST / 'AMAGtD/SPRING1. PLYWOOD SUBFLOOR 1 2x10 / Li��ff��.ff�f��rff�ff�uif�r'� dr_oidV EI ADD (1) 1-314X9-1/4LVL j 4x4 postremove 0 ?3 N (1) 2x10_ _ ADD 0 THI SIDE ( T JOIST BACK AS NEC.) BEAR ON CMU AND ALIGN WITH STUD WALL AT STAIR OPENING 0 11 ill 041 NEW WOOD FRAME WALLS . 01 2X6 FIR SILL PLATE VERIFY SIZE AND —' LOCATIONS OF ANCHOR BOLTS REMOVE JOISTS ADD (4) 2X6 POST BELOW NEW BEAM- BEAR FULLY ON CMU FDN. NOTE: NEW POST MUST BE ADDED UNLESS WALL IS OPENED AND BEARING OF STEEL BEAM IS DETERMINED TO BE SUFFICIENT OPEN BRICK TO DETERMINE STEEL BEAM BEARING (5) 2X6 -BELOW NEW BEAM IN MAIN FLR CEILING EXIST (1) 2x1 (2) 2X10 LINTEL ADD 2X10s 16" O.C. 2)1-3/4x111/4LVL ADD VERTED HANGERS OR ANGLE PLAT S TO CARRY 2X10 BEAM ON ENDS OF 2X10 JJOISTS cast concrete slab above ADD 2X4 WALLS ON 2X6 TREATED PLATE TO ENCLOSE WASTE LINE & SUPPORT1 JOISTS CUT FOR WASTE LINE t 1,j GROUT BRICK WALL AND ADD TREATED 2X6 PLATE AND SHIMS BELOW JOISTS ADD SKEWED HANGERS AT ANGLED 2X10 JOISTS (3) 2X4 ADD INVERTED HANGERS OR ANGLE PLATES TO CARRY 2X10 BEAM ON ENDS OF 2X10 JJOISTS REPAIR CRACK INJ EXTERIOR WALL FRAMING LOWER LEVEL PLAN 1/4" =11-0" ADD SECOND JOIST AT \\ EVERY SECOND JOIST AND REMOVE POST O 1'-0" TYP. 1/2" dia. A307 THRU-BOLTS 1'-0" TYP. 4 -PLY LVL BEAM (7" TOTAL THICKNESS BOLT PATTERN - LVL BEAM 1" =1'-0" GENERAL NOTES 1. REPLACE PLYWOOD SUBFLOOR AT ANY ADDITIONAL AREAS OF WATER DAMAGE/SAGGING 2. INSTALL HANGERS AT ALL JOISTS AND BEAMS AS NECESSARY. ALL LOCATIONS MY NOT BE SHOWN 3. CONFIRM HEADER SIZES: OPEN UP WALL AT 3 LARGER WINDOW OPENINGS TO DETERMINE HEADER SIZE. REPORT RESULTS TO ARCHINTECT/ENGINEER. IF THESE ARE DETERMINED NOT ADEQUATE, DO REPAIRS AND OPEN ADDITONAL HEADERS AS DIRECTED. 0 1 M � (0 CD 14 N N 7) L7) CO CO LAI z OLL a_ W ZWo LLI�\J tLC) Q <w0 gmo U W W O CZ 1E5 >, E >, E co 4 aEL 11 � C .a C g 1 �. 0 .n N y E W License No. S1 10' - 0" MIN. ADD 2ND 2X10 AT EACH 2X10 JOIST 2ND 2X10 TO HAVE 1-1/2" BEARING AT EACH END REMOVE WALL ct. EXISTING 2X10 © 16" O.C. OCANTILEVER JOISTS 1/2" = 1'-0" • • (2) 12d NAILS 12" O.C. • EXTERIOR WALL NEW TR.2X10 CANTILEVERED OFFIC POST: (3) 2x8 or 6x8 POSITION ABOVE/ LOWER LEVEL POST 2x10€4 LOCATION OF BEAM IN SECOND FLOOR CEILING (SEE 1/S3) / / 100' / / / / / /NEW HEADER: (2) 1-3/4" x 9-1/4" LVL POST TO BEAM IN SECOND FLOOR CEILING: (3) 2x6 (2) 2X6 TRIMMERS NEW CONC FTG: 3'-0" X 31-0" / X 1'-0" DP W/ (3) #5 E.W. REPLACE DAMAGED PLYWOOD SUBFLOOR (2) 1-3/4 X 9-1/4 LVL nd 2X1 ADD JOISTS - ADD TREATED 2X10 CANTILEVER JOIST AT EACH EXIST JOIST (16" O.0 MAX.) ATTACH PER DRAWING 2/S2 TIMBER JOISTS MAY REMAIN OR BE REMOVED (77 NEW 2X6 WALL TO SUPPORT JOISTS ABOVE (3) 2X4 POST ' ADD (2) 1-3/4" X 9-1/4" LVL (5) 2X6 BELOW SECOND FLOOR WALL LVLs CANTILEVER TO CARRY CORNER OF BATH ABOVE T REPLACE EXIST 2-1/2" dia. W/ 3-1/2" dia. STL COLUMN DEN / OFFICE NEW SCHEDULE 40 3" DIA STEEL COLUMN 11 '9TH ry�0 s1.T °9 EXIST BEARING WALL IS 2X6 © 24" O.C. W/ SINGLE TOP PLATE. ADD STUD UNDER EACH JOIST NOT ALREADY DIRECTLY ABOVE A STUD BEARING WALL- VERIFY FOOTINGS, ADD (2) 2X8 HEADER AT DOOR PROVIDE CONTINUOUS BEARING FROM BEAM © 2nd FLOG CEILING TO FTGS IN BASEMENT CONFIRM OR ADD: (2) 1-3/4 X 9-1/4 LVL BELOW STUB WALL ABOVE CARRYING ROOF 2x100 16.O.C. BEARING WALL ABOVE I 11 — REPLACE EXIST 2-1/ " d "� W/ 3-1/2" dia. STL • MN (3) 2X6 POST / /pO ?+ lo 1/4 REPLACE EXIST 2-1/2" dia. W/ 3-1/2" dia. STL COLUMN ry"9 pA•_ 8 1 FRAMING MAIN LEVEL PLAN 1/4" = 11-0" POST: (3) 2X6 MIN. os REPLACE 4" brick wall W/ 2X4 STUD WALL GENERAL NOTES 1. REPLACE PLYWOOD SUBFLOOR AT ANY ADDITI AREAS OF WATER DAMAGE/SAGGING 2. INSTALL HANGERS AT ALL JOISTS AND BEAMS NECESSARY. ALL LOCATIONS MY NOT BE 3. CONFIRM HEADER SIZES: OPEN UP WALL AT 3 WINDOW OPENINGS TO DETERMINE HEAD REPORT RESULTS TO ARCHINTECT/ENGIN THESE ARE DETERMINED NOT ADEQUATE, AND OPEN ADDITONAL HEADERS AS DIRE z 0 License No. REVISIONS # I DATE: OPEN TO BELOW CHIMNEY POST: (3) 2x6 ADD 4X4 POST IF BEAM - DOES NOT BEAR ON WALL ADD 4X4 POSTS ST 2X,4 C 1 c Jas EXIST 2X6 RAFTERS- HAND FRAMED ROOF ADD (3) 1-3/4 X 9-1/4 LVL BEAM BELOW CEILING JOISTS ADD 2X4 BLOCKING BETWEEN EA CEILING JOIST AND RAFTER POST: (4) 2x6 OR 3" dia SCHEULE 40 PIPE COLUMN HANDFRAMED- MAIN FLR ROOF 2X6 RAFTERS W/ 1X8 RIDGE POST: (3) 2x6 (2) 2x10 @ EACH SIDE OF FALSE DORMER (RAFTERS TO REMAIN IN DORMER - REMOVE SHEATHING ONLY) ADD 2X10 AT SIDE OF EACH 2X6 RAFTER FRAMING UPPER LEVEL PLAN 1/4" = 11-0" ADD (2) 1-3/4X 9-1/4 LVL AT SIDE OF BOTTOM CHORD OF TRUSS AND 2X4 UP TO EACH RAFTER 18"+- TALL WALL ON SECOND FLR GENERAL NOTES 1. REPLACE PLYWOOD SUBFLOOR AT ANY ADDITIONAL AREAS OF WATER DAMAGE/SAGGING 2. INSTALL HANGERS AT ALL JOISTS AND BEAMS AS NECESSARY. ALL LOCATIONS MY NOT BE SHOWN 3. CONFIRM HEADER SIZES: OPEN UP WALL AT 3 LARGER WINDOW OPENINGS TO DETERMINE HEADER SIZE. REPORT RESULTS TO ARCHINTECT/ENGINEER. IF THESE ARE DETERMINED NOT ADEQUATE, DO REPAIRS AND OPEN ADDITONAL HEADERS AS DIRECTED. 1111.11111111M1.117111- �� L, L, co W xc0 ZQ O 1 -1 - 0 - two WgN- Q W� gm0 U wl- Z O = Z License No. m 2 0 CHECKED BY: WER PROJECT NUMBER PRINTED DATE: 34 JUl/16/2015/THU 04:07 AM Elder Jones Building FAX No, 952 854 4909 P, 002 Use BLUE or BLACK Ink � ����������������� � For Offic�Ua� i � . / j Permit#• �����lt�V7 � ��' �ity Of�a a� � /-7 � -,,� � I Perrnit Fee: / /o�•�� � � 3830 Pilot Knob Road � ' Eagan MN 55122 � Date Received: `"��' `�� � � � - :,---�i I I Phone:(651)675-5675 -- - � � F�:(651)675-5694 � Staff: � tt}' � � ��'��- I I , , � ���,� ----------------� 2015 RESIDENTIAL BUILDING P�RMIT APPLICATION Date: 8ite Add►ess: Unit#: �•".M ! . �:�.. . ..::. .::.:.:�.:;.;,::'�.��.r:,> T� � l�S d 74 �Y C� �S� l '�S� • 5 $YS . ,..:;'•�•;`.,:�;;;�.:;;,c ;>;' Name: .., ,. �,,.:: `���,h.' Phone: '�':R�esldg��J;;,;',�;;:. Q K'�? �t � ��'';GWACT;;;:;: .:,;;�. Address/City/Zip: � �' � � V !Q C L.l C,�UT .;,,,,., ,.:.z�...:; •�� � , ;•!�:,���., �,'� �; :;:;`":.:i;:;, Applicant is: Owner �Contractor �l �' , ;`„ Descriptionofwork:'� 3O�"IL sit,t w�r� dou �e��ou���� / ��N� l�� N l!'i(,((� �T�!Pe.;;of:�vrrk>;:' �l � �i�� c a s r�,i�1 _ c a n�.�s .�o l �� ��" .s':`'' Construction Cast: 1 r, � � 7 Multi-Family Building: (Yes /No� e���� �J . ,•,r,�V',e,;., . . . �'�:',,;r";;;;;;,;,,;,,,;'i:;:;�:', Com an �� .�.;,`,•;"�>`:;,' . p y:. Pe11a Northland Contacr: �.?';'�"A'4 �;'�:�'�;��`'>r�:�.'����'�':�:' ';"� Address: �5300 25t1i Ave N�. Ste 100 ���,,��o�����;;;` ' P1ymo�th,MN 55447 ciry: ';� '��''-°�''�'".;':��:"� State:_ T�ic#BC645090 Ph.763/745-1400 _ Emall:� o d�S ����/�l 0n[S, �b� . ���Y.�N„ '�`'r��i�;l;�.'...7��^ .�Y���'� ;!ar�l.i::.�����..,'� � `� Lead Certlflcate#: N�'' ' r/s/7 � ;:,;� ,�.;:,,,:;;,.�.:..�:; License#: T 9 ,.;.. If the projeCt is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the Clty of Eagan isaued a permit for a simila�plan based on a maste�plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor. Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor; Phone: . .. .. ,.9 'u.�...u..n.s^�v .P ::�4.. �� .. . ,..� .....,y•�� Yw�T��lY: .�n..u: . � 'Yi... . �...�i . ......�.. .. .r.�..e... �'Ialt�;T�:,rJ�?`f�CS;� d,rS � ' r'faN`�' �':����` , : . , ..;;.��:•::>:.�.:r,.:;`� Y!;,'* �„�,� . •,•::.�..,..;�: ,... r ... ;::,,;r�.•t:�a•:�,;;�,� ,,, +�?;J�. �;��•�C ,;d�ia., �.�,,?,,:^�:..:�•.,,�•.AN"'���1 ••.H,::�'!.', k Yb�e;;�t�if,o�i'•m�si�, � ` ` �, /� j�� , "r�ia�s.of' ., ���,:, . :� : ,:�'„ ..... � .,,:� �.,: ,.,.r ...,,, .. : .,• •. . ,�.... :..�•,� ,•:�•�'•nf,. .s .��..,,rq:,..,,•r�i .,,••.. . . . ,,. .,', , ,� �ii�.1;• .:�; �i�������+1 ' ,.y_ ;'.tt ; n r• .�J',h .;aG' ., � •��r�.4......��.,� ..�..,..�s,.l i,, ; �-:a'd. .P'�::l-rA{•rt'iW w.h•n. �.�c��.akC1NF �, ,�;r�.,.e;�,,,.��;a. ,�:�••: �%3e�a• ,.�y.e'.;fii.t', .,.�,,�,�' ' , !.K� :�l .1�„�1: :�;:�,n .Tir.x�q,h� ��1..1 •„:$K.��'4�"��r .��j. ,141 �f.V •.," •,.n•.�:.: „�..r ,..%1,f?,�a4f"i�:.'.Y�^,�'•....'i�. d�'��:/L•� '':�,i:;a2:'.�`'„� :'f.�>.',::�.. . CALL BEFORE YOU DIG. Call GopherState One Call at(651)434-00021ar protection against Underground Utif�y damage. Catl48 hours before you infend to dig to receive locates af underground ufilifies, www.aophetstateonecall.ora I hereby acknowledge fhat this information is aompletQ and accurate;that the work wlll be In ConfprmanGe wlth IY�e OI'dlnanCes anq�p�gs of ti'le City Of Eagan; that I understand this is not a permit, buf only an application for a permit, and work is not fo staR without a permit:that the work will be in accord�nc0 wltih xn�approved plan In ths casa of work whlch requires a revlew and approval of plans. F_Xteryor work authorized by a bullding pennle Issusd In accordanee with tho Mlnnosota 3tats Bullding Code must bs eompletod whhln 180 deys of permit issuance. � X � � 5 � � � � � X � � Appllcant's Printed Name Appticant's Signature Page 1 of 3 JUL/16/2015/THU 04:08 AM Elder Jones Bui�ding FAX No, 952 854 4909 P, 003 ` � �� J�l���D�NO�T�1iRITE BELOW THIS LINE / ��`� ��uB rirPes Feundation Fireplace ` Porch(3Season) ExterlorAlteration(Single Famlly) � Single Famlly _ Garage _ Porch(4Season) _ Exterlor AIE�ration(Multi) _ Multi _ pecK _ Perch(ScreeNGazebo/Pergola) _ Mlscellaneous _ 09 of_Piex _ �ower Level _ Pooi � Accessory Building WORK TYPES _ New _ Intarior Improvement 1 Slding _ Demollsh Building` _ Addltlon _ Move Building Reroof _ Demolish Interlor _ Afterstion _ Fi�e Repair � Windows _ Demolish Foundation _ Replsce _ Ropair � Egress Window _ Water Damage _ Retalning Wall •D�molition of antlre buildirig-give PCA nandout to appll�ant DESCRIPTION � Valuation �� OCCupenCy C —/ MCES System -- Plan Revlew Code Edition e�0l3'' SAC Units (25%_100%� Zoning �f -� City Water — Ce�sus Code ��t�/ Storlss — Booster Pump '` #of Units � � Syuare Feet — PRV —" #of Bulldings � Length — Fire Supptession Required Type of Construction � Width — REQUIRED INSPECTIONS Footings(New Building) Meter Slze: Footings(Deck) Final!C.O. Roquired Footings(Addition) � Final/No C.O. Required ', Foundatlon HVAC_Gas Service Test Gas Line Air Test �! Roof:_Ice&Water _Finai Pool: Footiings Air/Gas Tests Finai � Framing Draln Tlle Fireplace:_Rough In Alr Test _Final Siding:_Stucco lath ,_Stone Lath _Brick Insulatlon � Windows Sh�athing Retaining Wall:^Footings`Backfill_Final SheetrocK Radon Conttol Fire Walls Fire Suppression:_Rough In_Final Braced Walis Erosion Control Other: Reviewed By: _, Building Inspector RESIDENTIAL FEES ' Base Fee !D 3 Surcharge Plan Review �'� �,�.-- MCES SAC Clty SAC Utility Connection Charge S&W Permit 8�Surcharge Treatment Plant Copies �,�f TOTAL Pag2 2 of 3 Use BLUE or BLACK Ink ----------------- For Office Use Permit#: lion J City of Ea I Permit Fee:. 3830 Pilot Knob Road D Eagan MN 55122 ate Received: Phone:(651)675-5675 Fax:(651)675-5694 1 Staff: FEB U 12016 1---------------- 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: 7L'11' Unit M Name: -e,-!Z 5; 4 Phone: �rx 7 dent/ W Address/City/Zip: 2,Z, le V Applicant is: Owner ✓ Contractor Descriptio of work: n TY06 ork., Construction Cost: Multi-Family Building: (Yes No MX Company:. Contact: 770 4 C01tCC A,1101 Wi` Address: J Ave City: E NV AWfiWj- State/ Zip: Phone: /07Email: L License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? -Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOT r errs and so rtr doc thatrirou s a" � anforma>fion be cifassrt Ir e toihe errs trad r64 V, 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 Code must be completed within 180 days of permit issuance. "A X4� XZ' Applicant's Printed Name Applicant's Si nature Page 1 of 3 70 6119ckhkO DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation Fireplace _ Porch (3-Season) _ Exterior Alteration(Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration(Multi) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex Lower Level Pool Accessory Building WORK TYPES _ New Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace Repair Egress Window _ Water Damage` Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation 0 Occupancy t MCES System Plan Review Code Edition SAC Units (25%_100%-�-) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/No C.O. Required Foundation HVAC_Gas Service Test Gas Line Air Test Roof: _Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final Framing Drain Tile Fireplace: _Rough In Air Test _Final Siding: _Stucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee dg ' Surcharge ; °' Plan Review MCES SAC City SAC t/�l/ o Utility Connection Charge S&W Permit&Surcharge Treatment Plant Copies TOTAL Page 2 of 3 6d C IvED ,I SEP 14 2018 ► OOffice €CIF),1 1.:k w ****, EAGANl.,„.,,,,. ..., , /5/�l0 7it --..t.,c____.. � I tate Receive _ , Permit Fee: d: _ 1 1I1- 18 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 • (651)875-5675 l TOO:(651)454-8535 I FAX:( 1)675-5694 I Staff i tftftkteenne.OechOnsacityofeagan,gom 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: " ' ._ ___Site Addr �, � ... Unit#: reetiffilier iliti. _� Name: oi -5 Phone: `� '"t134- iiia e . j , Address I City/Zip: 1O T5 cvt 551.2:2- 11tI. _ Applicant is: Owner & Contractor � Description of work: t 4.ay �- -' r' tt r x tk 3 � 04 Construction Cost r Multi-Family Building:(Yes t NO 44 yi Company.C.All ,` LA'A 1 C V4 I1 . Contact- C t 4 Adder" . sk- ; : 1 State: zip: ( Phone Unaii. its:,* • r r License#. lk �r ' Lead Certificate : " if the project is exempt from lead certification,please explain why: Gv ? . 31 - \ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING in the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone. Mechanical Contractor: uu Phone: Sewer&Water Contractor: Phone: _... _ Fire Suppression Contractor: _ Phones_ You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up tor an email update on the City's website at wwwcittioteabanoornisubscrther. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU MG Can Gopher State One Call at(651) for protection against underground utility damage. Can 48 hours before you intend to dig to receive locates of underground utilities. www. „,y.*neon!!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 ._w Ali ) 11 + Applicant's Pr rated Name ftp iia t s Signature /6 ?O g(AC L / Cw / 6/ Q07 7 DO NOT WRITE BELOW THIS LINE SUB TYPES `r Foundation Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) _ +t Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) (_� Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex Lower Level Pool Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation O' Occupancy _ MCES System Plan Review Code Edition IS SAC Units (25% 100°4 ) Zoning f` 1,00-` City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of ConstructionTr--) Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Hood Roof:_Ice&Water _Final Pool:_Footings _Air/Gas Tests _Final Framing_30 Minutes 1 Hour Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS )'( Insulation '4 Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower PanOther: Reviewed By: /�r , Building Inspector t RESIDENTIAL FEES Base Fee 9 / (i/7 */°niivs. Surcharge ( I/1' Plan Review41.) 0 Ei MCES SAC '� (ril City SAC 10 (�fik ra fr. Utility Connection Charge (3 f S&W Permit&Surcharge � Treatment Plant , 0(7 0 Copies Ul "`lirtr- t TOTAL OA 0 C Page 2 of 3 PERMIT City of Eagan Permit Type:Building Permit Number:EA151829 Date Issued:09/14/2018 Permit Category:ePermit Site Address: 1670 Blackhawk Cove Lot:2 Block: 3 Addition: Blackhawk Hills PID:10-14380-01-033 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 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 - Teresa Heath-alva 1670 Blackhawk Cv Eagan MN 55122 Fireside Hearth & Home 2700 Fairview Ave N Roseville MN 55113 (651) 633-2561 Applicant/Permitee: Signature Issued By: Signature r For OfficeUse II qC� % E AG A N i •i _,O Permit#: /�� -'r` Permit Fee: Date Received: I / 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 CEI (651)675-5675 I TDD: (651)454-8535 FAX: (651)675- : VE Staff: r'! / buildinginspectionse,citvofeaoan.com NI J I JUN 0 6 2019 2019 RESIDENTIAL -; ,ILDING PE IT APPLICATION Date: i< le'14E0) Site Address: li cia 137(.1%.1-4/-1414A-4L CAW a Unit#: Name: 4AY ti'lik.<7A 4/4- Phone: loS L-478.5-64,r Resident/ Owner Address/City/Zip: l l.'70 PAA-441.— ZOO Applicant is: Owner Contractor —/ /ik ht-ibu f_ # I c Type of Work Description of work: It-iL At.v5W'AvNr4-1.ow, CLLa.'avn.C. {fit- p..f Pmyw 111171-4914-00-1 Construction Cost: Lj 547,oc»»• Multi-Family Building: (Yes /No> ) Company: tZu31' Goa"4 .i.' eb S Contact: V "-t- - (24./.5i Contractor Address: it'7 44 U' tk-ato,,, •'. City: 1Aiikt,LZ: mit 1-414-6, State:SIN Zip: *6-5t lyCP Phone:L it-4719-ri 13 Email: t'J Must e_1zV -"i-eut'ThX4s ,Loh License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.000herstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in c' fo 4=nce 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 wor . t tart without a pe ' that the work will be in accordance with the approved plan in the case of work which requires a review and approval • •I_ x - f x Applicant's Printed Name Applicant's Signature l DO NOT WRITE BELOW THIS LINE /. - INE / -7d j/Adz V I4J k / (p/SJ SUB TYPES _ Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) X Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi — Deck _ Porch (Screen/Gazebo/Pergola) Miscellaneous 01 of Plex Lower Level — Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement Siding Demolish Building* Addition _ Move Building _ Reroof. _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation Occupancy � x _A. MCES System Plan Review Code Edition J iP', y SI SAC Units (25%_ 100%41,) Zoning / f City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings (Addition) Final I No C.O. Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood 't. Roof: 'ice &Water Final Pool:_Footings _Air/Gas Tests _Final 'f_V Framing `J„ 30 Minutes 1 Hour , Drain Tile Fireplace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS Insulation Sheathing X Windows Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: 1:i , Building Inspector 11 4 iV9 3'111 RESIDENTIAL FEES ,. . Base Fee 1 1 1 Surcharge o 646° 9 7-0 Plan Review -itir 1 MCES SACio( I [ t City SAC ,► Y 1 C.2 0 Utility Connection Charge "T x S&W Permit& Surcharge ""( dr II 1 Treatment Plant /1 0 0 fiefi ,,,. A,/ Radio Meter Read Copies (c; ' '27 TOTAL Page 2 of 3 r For Office Use ' Permit#: / 6.0° lCC E AGA N Permit Fee: Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: buildinginspectionsecitvofeagan.com 2019 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 7/#/er Site Address: 70 (6ve t*4)? Tenant: Suite#: Resident/Owner Name: Phone: .... . .................................... Address/City/Zip: i / r Name: �C� // License#: � Cit 7y: 2&( b 6.trECon a forAddress: 776-5.-- State:/ W Zip: .5"-.5-06g Phone: &'/2' Contact:1ZLIC,k Email: -(C-//air.-(1.41.(07.1/ 0q0/CCX)1 WorkNew Replacement Repair Rebuild Modify Space Work in R.O.W. Type of - Description of work: Water Heater Lawn Irrigation( RPZ/ PVB) Water Softener Add Plumbing Fixtures( Main/ Lower Level) DesCripfion Septic System Description:/2e4/40496/ � �/���:� ,SX7 New Abandonment Connection to City Water from Well RESIDENTIAL FEES $60.00 Water Heater, Water Softener, or Water Heater and Softener(includes State Surcharge) $60.00 Lawn Irrigation (includes State Surcharge) $60.00 New fixtures, adding or removing piping (includes State Surcharge) $60.00 Septic System Abandonment $100.00 New Residential (fee collected with Building Permit) $115.00 New Septic System (includes County fee and State Surcharge) $60.00 Connecting to City Water from Well*+$290 for Meter and $190 for Radio Read = $540 *Sewer&Water Permit also required for connection charges TOTAL FEES $ 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.org You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval o • s. x Z(cieZ4 _5 Applicant's Printed Name Applicant's Signature Page 1 of 2 o Larson Engineering,Inc. 3524 Labore Road White Bear Lake,MN 55110-5100 651.481.9120 Fax: 651.481.9201 www.larsonengr.com • Larson aim (I (ii 7 0 tii 1''l - Vi Roof Truss Framing Reinforcement Plan & Section Egan, Minnesota • / f:L7-----6 C/ Prepared for Rust Architects White Bear Lake, MN 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 IMAirikv jh,04,huN 1 Signature 471i f..4,:s:,- Date YfiA 7 License#55396 Larson Engineering,Inc. Minnesota Office Project Number 11191014.000 0 2019 Larson.Engineering,Inc.All rights reserved. Larson Engineering,Inc. 3524 Labore Road White Bear Lake,MN 55110-5126 651.481.9120 Fax: 651.481.9201 www.larsonengr.com 5 Larson Design Criteria Project Information: Project: Roof Truss Framing Reinforcement Project Location: Egan, MN Project Number: 11191014.000 Building Code Used For Design: Minnesota Residential Code, 2015 Edition. (IRC 2012) Load Criteria 1. The design of the wood and connections are based on a maximum roof snow load of 35 PSF. The lateral force design is based on a basic wind speed of 90 MPH, exposure B. Scope of Work 1. The scope of work for this report was limited to reviewing and providing adequate load paths for the two 9 %2 LVL flush beams which were in place at the time of our inspection. Notes: 1. In addition to these drawings,all structural provisions of the Minnesota Residential Code shall be followed. 2. The drawings represent the finished structure.All means and methods not explicitly addressed are by the contractor. 3. The intent of these drawings are primarily to provide structural information that may be outside the scope of conventional residential construction.Additional structural information may be found in architectural plans and should be followed. If any discrepancies are noted, they should be brought to the engineer's attention prior to construction. 4. The contractor shall verify, field check,all sizes,dimensions, elevations, locations, etc. of elements of the existing construction which are relative to new construction. 5. The contractor shall properly brace the structure during construction. Roof Truss Framing Reinforcement Egan,MN Wood Construction 1. Dimensional lumber shall be Spruce Pine Fir No. 2 or better, UNO. 2. All rafters and joists framing into beams shall be connected with metal hangers. 3. See IRC Table R602.3 for fastening schedule. 4. Roof, floor, and wall sheathing shall be fastened, (at a min),with 8d nails 6" o.c. at the edges and 12"o.c. in the field unless noted otherwise. 5. All wood in direct contact with concrete, earth, or weathering shall be treated. 6. All steel in contact with treated wood(connectors,joist hangers, nails,bolts, etc.) shall be stainless steel or galvanized. 7. Simpson products called out herein may be replaced with USP or similar of equal or greater capacity. 8. All multi-ply members shall be fastened together per IRC. Engineered Wood 1. All Laminated Veneer Lumber(LVL) shall have the following properties: Allowable bending stress: Fb =2600 psi -Allowable shear stress: Fv=285 psi -Modulus of elasticity: E= 1,900,000 psi 2. All multi-ply members shall be fastened together per manufacture's recommendation. 4 Larson 1I 11191014.000 Larson Engineering,Inc. SUBJECT gar /It..4 SHEET NO. OF 3524 Labore Road 1 g 717 5640#6.de ekyk, • PROJECT NO. Pt 71014' VVhite Bear Lake,MN 55110-5126 651.481.9120 Fax:651.481.9201 E 6 4"./ , A.1 AI BY 11'1 F DATE 7•/0•17 www.larsonengr.com CHECKED BY: Larson In\ MN . -.., -. .54 ,n. N ,• , -..g:r list.i A... ',4 / /\ t 0 f•.:. ,k'k. / ' l ht 44 / '''Z ( ,, xt I.5 4... la:, lio e ,, -. - c\ .,4 As ; '‘. if ' v V; ASP ! & 'cl 4'- i• H• a . N 4115111,01:10 ,..'' 0, . : ..• i.-- * . .; -T7 : • - . 45 i SY *4 1,4, -..... • tittAili,-4441vb • I' ,' ai. : "... "--,'•, \ : -4‘ ' : c?)Ny' ''', • ... , ! I - / / ,../ ' "__ ' ,i XV/ ' //./ 1 //:'i— AljrGjorNot; 4 ,''' 'r-.. ,,,,,,. ::,... . V...4111111111.. I Di ,,,,,• . (.71, 20" ° . 110 C.---1 ..I , •. 1 (6 ' /7:744 1 '.41111F' I Z ,,01- \ ' z., , 4, . c2,1 I_ ill.....1 0, . , . . , I • (,„„,_, k' 4- ! qv/ 'it' -4 11 - , .„.., 2 k-,- 1 4'-6" t ..! ''''' 48'‘ANITY ,.. , --'-':• ,.„,,,- CO / I i . ( , . : POCKZ-irx6'4* ET ALIGN I 1 L; 1 1 , 1 . I I 1 1 3... ' E( 6-1 ...5 i 1" . '-4- ' 1 : eit,44,41 , . 1 c 4 . 7- Vgi. .-V 474,,,,r/64-cr&v.g. . t 7,,, 1 1 ,. . . . (-.---"i. Rize77/ft Attou .1 , A-11 0, Larson Engineering,Inc. SUBJECT 72-t, r f�1 t SHEET NO, OF 3524 Labore Road /(77.0 Ie/1 if4 (vv... PROJECT NO. /I/7/0 Pi White Bear Lake,MN 55110-5126 ��^^ 651.481.9120 Fax:651.481.9201 G / 1., /l4A1 BY '1'1 H DATE /c� •/b'17 www.larsonengr.com CHECKED BY: Larson } ....--- ��� $ X r ,C.¢S1 N k--,4.14-4.a. Wf 7 b f G t,►f (qJ %y"x 3.' sbs SciaPtis (i) 2s. `(tI i , , s ridI Ac k4 Tb (e-)2.141 on r (t FL-uSff .e', Lv 1"t , It 3.1„f -leit"4 ii I ,l q,,v64 - gaT7-0,1•k 61104e-_1. n, .{2Jsb > G''/ 1.1)21i (.5 . VIvat. IZz•c5 E i1 s 13r`I I CL\) SEG!1-crj 1 3 LVL 2650Fb-1.9E Uniform Roof Load (PLF) Tables ALLOWABLE ROOF LOADS(PLF) 1-3/4"x 7-1/4" 1-3/4"x 9-1/4" - 1-3/4"x 9.1/2" 1-3/4"5 11-1/4" Span Live Load Total Load Live Load _ Total Load Live Load Total Load Live Load Total Load Span ((' j(, L/240 Snow 115% Non-Snow125% L/240 Snow 115% Non-Snow125% 1/240 Snow 115% Non-Snow125% L/240 Snow 115% Non-Snow125% 6' 877 954 1182 1285 1223 1329 1523 1656 6' 7' 684 668 727 976 1062 1008 1097 1245 1354 7' 8' 458 511 555 810 881 852 927 1053 1145 8' 9' 321 403 425 668 639 695 724 672 731 912 991 9' 10' 234 309 309 487 517 562 527 544 591 749 815 10' 11' 176. 231 231 366 426 464 396 • 448 488 658 618 672 11' 12' 135 177 177 282 357 371 305 376 402 507 518 564 12' 13' 106 138 138 221 291 291 240 315 315 399 441 480 13' 14' 85 110 110 177 232 232 192 251 251 319 379 413 14' 15' 69 89 89 144 187 187 156 203 203 259 330 340 15' 16' 57 72 72 118 154 154 128 167 167 214 279 279 16' 17' 47 60 60 99 127 127 107 138 138 178 232 232 17' 18' - - - 83 106 106 90 115 115 150 194 194 18' 19' - - - 71 90 90 76 97 97 127 164 164 19' 20' - - - 60 , 76 76 65 83 83 109 140 140 20' 21' - - - 52 65 65 57 71 71 94 120 120 21' 22' - - - 45 56 56 49 61 61 82 104 104 22' 23' - - - - - - - - - 72 90 90 23' 24' - - - - - - - - - 63 78 78 24' '1 1-3/4"x 11-7/B" 1-3/4"X 14" 1-3/4"x 16" 1-3/4"x 18" Span Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Span L/240 Snow 11S% Non-Snow 125% L/240 Snow 11S% _Non-Snow125% L/240 Snow 115% Non-Snow 125% L/240 Snow 115% Non-Snow125% 6' 1638 1782 2065 2245 2523 2743 3049 3315 6' 7' 1335 1451 1661 1806 2003 2178 2384 2593 7' 8' 1126 1224 1389 1510 1660 1805 1957 2128 8' 9' 973 1058 1193 1298 1417 1541 1659 1804 9' 10' 830 903 1046 1137 1236 1344 1439 1565 10' 11' 685 745 930 1012 1095 1191 1271 1382 11' 12' 596 575 625 781 850 984 1070 1138 1237 12' '.,...C',. 13' 469 489 532 665 723 853 928 1029 1120 13' � 14' 375 420 458 615 572 623 734 799 915 995 14' 15' 305 365 398 500 497 541 639 695 796 866 15' 'I'. 16' 251 320 329 412 436 475 560 610 698 760 16' - C '1-, 17' 209 273 273 343 386 420 513 495 539 617 672 17' Ti 18' 176 229 229 289 343 374 432 441 480 550 598 18' Cr o 19' 150 194 194 246 307 321 367 395 430 523 492 536 19' i 20' 128 165 165 211 274 274 315 355 387 448 443 483 20' �': 21' 111 142 142 182 236 236 272 322 350 387 401 437 21' 22' 96 123 123 158 204 204 236 292 307 337 365 397 22' 23' 84 107 107 138 178 178 207 267 268 295 333 363 23' 24' 74 93 93 122, 155 155 182 235 235 259 305 332 24' 25' 65 82 82 108 137 137 161 207 207 229 280 297 25' 26' 58 72 72 96 121 121 143 183 183 204 259 263 26' 27' 52 63 63 85 107 107 128 162 162 182 234 234 27' 28' 46 56 56 76 95 95 114 145 145 163 209 209 28' 29' - - - 69 85 85 103 129 129 147 187 187 29' 30' - - - 62 76 76 93. 116 116 133 168 168 30' NOTES: 1. Span is defined as center-to-center of bearings along the slope of the beam,and is valid for simple span and equal,multiple span conditions. For beams with a slope 2:12 or greater,the horizontal span must be multiplied by the appropriate slope adjustment factor from the table to the right. 2. These loads assume full lateral bracing of the compression edge.Full support is considered to be a maximum unbraced length of 24" 3. The designer must check the appropriate Total Load column and the Live Load L/240 column.To design for a Live Load deflection of L/360 or SLOPE L/480,use the appropriate column from the Uniform Floor Load tables on page 14.Do not use a product where designated"-"without further ADJUSTMENT analysis by a professional engineer. Slope Factor 4. The Total Load columns are limited to a deflection of L/180 under Total Load and do not include the effects of long term loading(creep). 2:12 1 014 5. The Total Load columns have been adjusted to account for the self-weight of the beam. 3:12 1.031 6. The Total Load columns for Snow(115%)are for normal snow load designs.Check local code requirements for design snow loads and the appropriate load 4:12 1.054 duration factor.Use the Total Load column from the Uniform Floor Load tables when the load duration factor is less than 115%. 7. Proper bearing must be provided.Bearing length must be checked for support reactions with the table on page 10. 5:12 1.083 8. Depths of 16"and greater should be used with a minimum of two plies unless designed specifically as a single ply of 1-3/4"with proper lateral bracing 6:12 1.118 spaced at most every 24"along the length of the beam.(Example:The marriage beam for each half of a manufactured home before the units are joined.) 7:12 1.158 9. The values in the table are for a single ply of 1-3/4"LVL.Double the values for a 2-ply or 3-1/2"thickness.(Or divide design loads by 2 to use the table 8:12 1.202 directly to verify each ply of a 2-ply beam.)Triple the values for 3-ply or 5-1/4"thickness.(Or divide design loads by 3 to use the table directly to verify each 9:12 1.250 ply of a 3-ply beam.)Quadruple the values for 4-ply or 7"thickness.(Or divide the design loads by 4 to use the table directly to verify each ply of a 4-ply 10:12 1.302 beam.) multipleplies (e.g.,supporting joistsby hangers)may capacity 11:12 1.357 10.Side-loaded beams built upfrom of LVL su ortin connected to the beam have a limited load ca act depending on the method of connecting the plies.Refer to pages 23 or 24 for connection details and limits on side-loaded members. 12:12 1.414 PI t 15 ..P LVL ° ' http://www.structural-wood.com/divb-inventory-lis... _ WA STRUCTURAL WOOD CORPORATION LP LVL SIZE WT./LF. LENGTH MOE FB 1-1/2"x 3-1/2" 1.13# 60'Max. 2.0 2950 1-1/2"x 5-1/2" 2.06# 60'Max. 2.0 2950 1-1/2"x 7-1/4" 2.72# 60'Max. 2.0 2950 1-1/2"x 9-1/2" 3.57# 60'Max. 2.0 2950 1-1/2"x 11-7/8" 4.50# 60'Max. 2.0 2950 1-1/2"x 14" 5.25# 60'Max. 2.0 2950 1-1/2"x 16" 6.00# 60'Max. 2.0 2950 1-1/2"x 18" 6.75# 60'Max. 2.0 2950 1-1/2"x 24" 10.20# 60'Max. 2.0 2950 1-3/4 x 5-1/2" 2.75# 60'Max. 2.0 2950 1-3/4 x 7-1/4" 3.18# 60'Max. 2.0 2950 1-3/4 x 9-1/4" 4.51# 60'Max. 2.0 2950 1-3/4 x 9-1/2" 4.63# 60'Max. 2.0 2950 1-3/4 x 11-7/8" 5.95# 60'Max. 2.0 2950 1-3/4 x 14" 6.13# 60'Max. 2.0 2950 1-3/4 x 16" 7.00# 60'Max. 2.0 2950 1-3/4 x 18" 7.88# 60'Max. 2.0 2950 1-3/4 x 24" 2.00# 60'Max. 2.0 2950 06/17/05 )f 1 10/02/08 16:38 PERMIT City of Eagan Permit Type:Building Permit Number:EA179516 Date Issued:10/07/2022 Permit Category:ePermit Site Address: 1670 Blackhawk Cove Lot:2 Block: 3 Addition: Blackhawk Hills PID:10-14380-01-033 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. 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 - Teresa Heath-alva 1670 Blackhawk Cv Eagan MN 55122 (651) 428-5845 Lakewoods Remodeling 9001 E Bloomington Freeway #144 Bloomington MN 55420 (952) 888-5550 Applicant/Permitee: Signature Issued By: Signature