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1935 Timber Wolf Tr SPERMIT City of Eagan Permit Type:Building Permit Number:EA127562 Date Issued:10/06/2014 Permit Category:ePermit Site Address: 1935 Timber Wolf Tr S Lot:24 Block: 2 Addition: Meadowlands 1st PID:10-48050-02-240 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes . Jackie Terrell Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - William P Skipton 1935 Timber Wolf Tr S Eagan MN 55122--223 (612) 369-9616 Walker Roofing Company 2270 Capp Rd St Paul MN 55114 (651) 251-0910 Applicant/Permitee: Signature Issued By: Signature cInr oF EAG,?H 3795 Pllot Knob Rood Eagan, MN as» N° 5369 - PHONE: 4S4-e100 ' BUILDING PERMIT Receipt # Ta be used for Est. Vclue Dote 19 Site Addrcss `Z Erect ? Occuponcy Lot Block Sec/Sub. Alter ? Zonin9 Porcal # Repair ? Fire Zone Enlarge p Type of Const. W Name Move ? # Stories Z Address Demolish ? Front ft. 3 ~ Grode ? Depth ft. Cit Phone 0: Nome Approrah Faes uu Address Assessment Permit ~ Ci Phone Woter & Sew. Surcharge Police Plon check LOU' GW N~~ Fire SAC Address Eng. Water Conn. aW Ci Phone Planner Water Meter Council ( hereby acknowledge that I have read this applicotion and state that gld9, p{f. the information is correct and agree to comply with oll opplicoble Stote of Minnesoto Stotutes ond City of Eagon Ordinonces. APC Totol Signoture of Permittee A Bullding Permit is issued to: on the express condition that all work shall be done in accordance with oll applicable Stote of Minnesotu Stotutes ond Ciry of Eogan Ordinances. Buildinp Officiol . r P~M # OeN bw~ PMwkfM Plumbing ~ 47 - ~ t ' Mechanical U~j INSPECTIONS DATE INSp. Rotqh-In Fincl Footings ~ Dote Irkap. Dote Irup. Foundotion P(umbing 16 ..4-- Frame/ins. ~ Mechnnicol Finol - Remarks: ~ , cirY oF ~?cAN . ~ ~ ~ ' 5799 Pilot Knob Reed . Eagaa. Minnesaft 55122 Phone: 454.8100 - PERMIT No. - .i ~ , _ , ~t: Qate: Receipt No.: rnir^.:+--f..i.~ c SIr19lB I. Site Address: Residentiol . •'r:c.C.C;ti'i,--~' Blockc71-7 Sub/Sec. _ Multi Res., Comm./Ind. . . ...~.?~L . t_ . LIi1.? - Name New/Alter. / Repoi r ;~re~ 776d M.1tC~121.1. T'. Coyt of instollation O rai.rse , City Phone: Permit Fee r.7e !ter Iieatin~ ` Nome - Surchorge ~ Addreu 4^ ('~IC';_ . e V City ~ Phone: Totol This Permit is issued on the express condition thot all work shall be done in accordonce with cll applicable State of Minnesoto Stotutes and City of Eagan Ordinances. Building Official cirY oF EA"N 3795 Pilet Knob Reod Eagan, Min~usota 55122 INSPECTOR NOTIFICATION No. Phene: 454.e100 REQUIRED BY LAW PERMIT FOR ALL INSPECTIONS Date: . ; , . Receipt No.: ~ $ingle I $ite /lddress• ' Ywo 1l" 1:1 o . Residentiol Lot Block Sub/5ec. Multi Res., Comm./Ind. I Nome New/Alter./Repolr. ~ ~ Address Cost of Instatlction City Phone: Permit Fee ~ ` Nome Surcharge ~ Address u'--'n5 Eg9tWood. !;rive ~ - City , Phone: Total This Permif is issued on the express condition thot oll work sholl be done in accordonce with al) applicable State of Minnesoto Stotutes and City of Engon Ordinances. Buildiny Official CITY OF EAGAN 379'f Plkt Knob Rmd Ea9aw, MN S'i 12S , U 8 21 j ' . - ?HONEs 454-8100 BUILDING PERMIT Receipt # - T. 6. w~d Mr REM4llLTi,.I1VG Est. Value $10, 400 pote July 7 ptess 11135 So. T mher L.'olf Trail Erect ? Occupancy Site /1d ~ Lot - 2 4 Block 2Sec/Sub. ='feadowlSUd Alter ~ Zoning Por«I # lU 48050 240 02 Repair p Fire Zone EnlarQe ? Type of Const. ne Naffw Ronald T. Robinette Move O # Stories W ~ Address 1935 So. Timbet Wolf Tra31 Demolish p Length CityF,agan pyo„Q 452-9589 Grade ? Depth Sq. Ft. ~ Nartx Owner ADprovals , Fee~ Oto Address Assessment Per"'it bo.jo C~ Worer 8 Sew. Surcherge ~ Police Plan check °C Nome F W Firo SAC L Addrass Enfl, Water Conn. Ci Phone Plonner Woter AAeter Countil Road Unit 1 hereby acknowledye that I have reod this appiicotion and stote that Bldp. Off. the inlormotion is correct ond ogree to comply with all applicoble A~ Totol ~d~ Sfate of Minnesota Statutes and City of Eogon Ordirances. Sipnoture of Pertnittee ona d T. RoUinette A Buildirp Permit is iuued to: on tha express condition tlxai all work shall be done in acw?dance wfth oll epplicable State of Mlnnesoto Stetutes and City of Eoflon Ordinances. Buildirg Officicl Psrmit No. Permit Holdar Misc. Parmit No. - Holder Plum6inp "~Q~ QW(I~~,(^ H.V.A.C. Well Wstar r Disp. $~1NB? e ENctrie W S'L 1, Al ~J ikp& o~`-.dA Z08C $')4, -fr3 Other Footinps . Irapection Dat4&1,4 Foundation Framinp .r~ Rough Pi bp. _Rough HVAC Inwlation ~ Final Plbg. Final HVAC - ~ Final Wa"r Desaibe Locetian: Well ~ Sewsr Pr. Dhp. ` , Receipt 2> D PLUMBING PERMIT Permit No. 3 -7 U ~ ° CITY OF EAGAN . Fee ~ Fill in numbered spaces S/C Type or Prini legibly Tot 1. Date 2. Installation Cost 3. Job Address; Lot2q_Blk. _ Tract ~4 OCi 4. Owner l. 5. Contractor i •(~!.i I ! i 1 t t Sc h Phone 6. Address r c , 7. City r,1 State f%I AL Zip 8. Building Type: Residential Commercial ~ Institutional ? 9. Work Description: New ? Add IR Alter ? Repair ? 10. Describe / •,s ~ , , ~ c , ; ~ 11. No, Fixtures No. Fixtures X Water Closet Cesspool/Drainfield Bath tubs SeptiC Tank Lavatory Softner Shower Well L Kitchen Sink Urinal/Bidet Other Laundry Tray Floor Drains Drinking Ftn. Slop Sink Gas Piping Outlets 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : , , • for Rough F Inal Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 464-8100 Receipt MECHANICAL PERMIt Permit No, ~ ' CITY OF EAGAIV ~ t , - Fee Fi!l in numbered spaces S/C Type or Prini legibly . = - TOt. - ~ 1. Date 2. Installation Cost 3. Job, Address LotBlk. rz Tract - 4. Qwner 5. Contractor Phone - 6. Address 7. City 5tate ' Zip 8. Building Type: Residential Commercial O Institutional ? 9. Work Description: New ? Add ,,Q Alter 0 Repair ? - . J 10. Describe ' Fuel Type 11. No, Equioment 8TU - M. Ea. No. Equipment CFM Forced Air Air Handling: Mfg. Boilers Mech. Exhaust Mfg. Unit Heater Mfg. Other Air Cond. Mfg. Gas, Piping Outlets 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : for Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 464-8100 CITY OF EAGAN Remarks Addition Maadawland lst Additfon Lot 24 Rik 2 Parcel 10 48050 240 02 Owner Street 1935 S. TiMber Nolf Trail state Eag~, MN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF, STREET RESTOR. mp• lb69.99 158.99 1589.99 C005573 GRADING SAN SEW TRUNK * SEWER LATERAL 3156.58 C005421 6/ 6 /"80 WATEfiMAIN * WATER LATERAL WATER AREA STORM SEW TRK * STORM SEW LAT * CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. 270.00 tr BUILDING PER. . 6- 7^7 5362 it 5AC r'b PARK . ~ - ~ CITY OF EAGAN - . ~ 3795 Pilot Knob Road , Eogon, Mineesofa 55122 ' Phone: 454-8100 ~PIBLW-11 PERMIT No. 1476 9-2;3-79 159 3P Date: Receipt No.: $ingle , t; 3~ ~~r ~ SM~ Residential v Site Add~ess: Lot nA Block ? Sub/Sec. Multi Res., Comm./Ind. I Name Z' -,3I', i+.fr'1es. 1'IIC. - New/Alter./Repair 3 Address 1760 M~'tC~'ll ?~C?`~C? Cost of Installotion O City "AM Prc-drie Phone: 937-9521 Permit Fee 20•nt) Na e SurcFwrge ~ ~ Address 61120 F1_l'lIK1 CIDW -T=-1rc' e 0 n City - Phone: Total This Permit is issued on the expreu condiiion thoY oll work sholl be done in occordance with all applicable Stote of Minnesota Statutes ond City of Eagon Ordinonces. Building Officiol CITY c. r fJ?GAN WATER SERVICE PERMIT 37^3 pilot Knob Road PERMIT NO.: Eogan, MN 55122 DATE: Zoning: No. of Units: - Owner: - Address: - $ite Address: , Plumber: Meter No.: - Connection Charge: Size: Account Deposit: Reader No.: Permit Fee: 1 ogroe to eomplr wifh the City of Eagan Surchorge: 0?dinonoes. Misc. Charges: Total: By Dote Poid: Dafe of Insp.: Insp.: ciTY . F.AGAN SEVIIER SERVICE PERMIT 37f' Pllot Knob Rood PERMIT NO.: - Eogan, MN 55122 DATE: - - Zonfng: No. of Units: ` Owner: _ ' - Address: - Site Address: - - - 'l,i Piumber: " I agree to eomply with the City of Eagon Connettion Charge: Ordinances. Account Deposit: Permit Fee: Surtharge: gY Misc. Charges: Date of Insp.: - Total: Insp.:__ Date Poid: Cz~ ~~~z~lu~ 2~~ of plans, 1 site plan w/el.evations & BUIIDING PII~IIT APPLI OfI 1 set of enexgy calculations. To se usea r or valuation !y/,` ~ Date 8" -/z- 2 7 site r,aaress: oFFzcE vsE ONLY Lot ~ siocx sec./sub. &Amd ? Occupancy 1P~ Parcel rr Z°ning Repair Fire Zore ~ Owner: L~~~e _ Type of Const. - Move # Stories pddress:. G gU. , Desmlish Front 15'(o ft. City/Zip Code- D Q`~ ~ Grade Depth VL ft. Phone APPRC7UALS F'EFS Contractor: Assessments~ Peunit f$ ~ ~ Water/Sewer Surcharge ~zo Address: Police Plan Check ~ City/Zip Code: Fire SAC ~q, Water Conn. >o Phone Planner Water Meter Council lmad Unit >s Arch./En9•c Bldg. Off. Pddress: APC City/Zip Code: Phore TOTAL I ~ a7x~~ cITr oF eacaN - 3795 rilot Knob Road Eagan, MN 55122 N2- 5369 PHONE: 454-8100 BUILDING PERMIT APPLICATION Receipt # ro be ueed w. SF Dwlg & Garage Esr. vaiue 41,000. pme 8-20 1979 , Site Address ` 1935 Timber Wolf Trail South Erect ~j Occuponcy R3 Lat 24 Block 2 Sec/Sub. ~adC%+IlanAlter ? Zoning Rl Parcel # Repair ? Fire Zone 3 Enlorge ? Type of Const. V m Name ZdCkli0ail HOf[12S , IriC. Move ? # SPories ZAddre 7760 M1t'CYlell Rd. Demolish Front 56 ft. ~ 2ri Px'a1Y12 937-9520 Grade ? DeptM 26 ft. Ci Phone ~ Nome Sc-m Approrcls ' Fees 0 i~ Addreu Assessment Permit ' r Water & Sew. Surcharge 20. 50 Ci Phone . police Plan check r.J9.QQ Ww Name Fire SAC 525.00 Address En9. Water Conn. 270.00 <W CI Phone Planner WnterMeter 60.04 Council ftOad Unit 75.00 I hereby ucknowiedge thot I have read this opplicotion and stute that Bldg. Off. the information is correct ond agree to comply with all applicable APC Totol 1~127.54 State of Minnesota Statutes and City of Eogan Ordinonces. Signature of Permittee . A Building Permit ts issued to: ZdCtlCtlail H S, IriC. on the express mndition that all work shall be done In accordance with ull 'wble Min Stotut and City of Eagun Ordirwnces. Buildin9 Offidal REQUEST FOH ELECTRICAL INSPECTION ,r-.,, EB-00007-C~ instrjtiuns ior completin9 this form on back of Yellow copy. ~ 5493 ' ~e "X" Belaw Work Covered by 7hrs Requesv ,?'jq$ haw Add Nep. Type of 6uiltling APplianr.es Wired Equipmnqt Wiretl ' Home Range Temporary5ervice`t Dupiex Water Heater Lighting Fixtures Apt. Building Dryer Electric Heatin Commercial Bldg. Furnace Silo Unloader industrial Bldg. Air Conditiuner Bulk Milk Tank Fafm iher oeufy O[her ISnecifyl t rzr Speci y Othcr Othor Compute-lnspectian Fee Below d ZgnsAbove eEntranceSiie # Fee Fnxtlars/Subfeetlers k Fea Circuits 00 qm s ~ to 30 Am s 0 to 30 Am s o 200 Amps 37 to 700 Amps ~ p 37 to 700 Am s 200 Amps A6ove 700_Am s Above 100-Amps rormers Remote Control Circ. e~ ~ Sd artal/Other Fee Special Inspection } Runvirks T2OISd d T L F r ~ -2_\ ?`G'~ ~ r . qough-in Date I, ctricel Inspector, hereb certit thal the ebova Final ( e 'nsoecy~ion hxs be yen 1 This request void + mon s r m Thi=requestvoid~_ib Lay, 8~I ~-EA~~(0.~~ 3~ i~`~ 18 mon[hs fmm j 5493 .?Co ,ao flrquest Date Fire No. RovBh-in Insuection Reauired? E]Ready Nuw b(Will Notify Inspec- ~ Yes ?No [m When ReaAy ~License Ele rical Contractor I hereby request inspection.ol above ? Owner electricnl work installad at - S[reet Addre/ssp, Boa or flou~tecNo. / / c3c5 <-lil9lf~t~ So. . ecuon o. Township Name or No. onpe No. yeff u t(P T) Phone No. D/~ O ~ O f NC f tE Powe, Supplier Address SP Electrical C r tor (Company Name) Contracmr's LiCensc No. , Mailing Address IConvactor or Owner Makinp Inslailati 1 ~ c c IW mle Authorized ' n ure IComract Owner Makine Instellationl Phone Number t~CF'-OIoc S-O MIryNESOTA STATE eOARD OF ELECTflICITY THIS INSPEC710N flEQUEST WILL NOT /i9ea-Midway Blde. - Room N-797 BE ACCEPTED BV THE STATE BOAHD C UNLESS PflOPEP INSPECTION FEE IS 1821 University Ave., SL Peul. MN 56104 . ENCLOSED. CITY OF EAGAN ~T~ 8205 3795 Pilef Knob Raed Eogan, MN 55134 • PNONEi 4M8100 BUILDING PERMIT Receipt ~t ~/I A 9S Te ba wad for REMODELING Est. Volue $10,000 poTe .Tuly 7 1 q 83 Stre nddress 1935 So. Timber Wolf Trail erecr ? occuponcy Lot ` 24 BI«k Z SeclSub. Meadowland Aiter gg Zoninq Porcel # 10 48050 240 02 Repoir ? Fire Zone Enlarge ? Type of Contt. a Name Ronald T. Robinette Move p # Stories W z Address 1935 So. Timber Wolf Trail Demolish ? Length- Ci EaQan 55122 p1O1e 452-9589 Grode p Depth Sq. Ft.- °C Nome OWI12I ApDrorals Fees 0 Address Assessment Permit ~,00 Cit p~~ Woter & Sew. Surcharge ~W Poiice Plon check w Nome Fire SAC Address Eng. Water Conn. <W CI phone Plonner Water Meter .Countil Road Unit I hereby acknowledge that I have read this applicotion and state tFwt BIdO. Off. the informotion is correct ond ogree to wmply with oll oppticoble APC 5.50 State of Minnesoto $totutes and Ciry of Eagan Ordirwnces. S(pnature of Permittee ona . o nette A Building Permit is issued to: on the express condition thnt oll work sholl ba dona in acmrdance with ult appliwble Syjpfq~ o~f Minnewta tutes and ot Eayan Ordinances. Buildirg OfHciol s ~ p~ZC7 ~ CITY OF EAGAN Inclixie 2 sets of plans, ~ ~j 1 site plan w/elevations & ` BUILDING PERMIT APPLICATION 1 set of energy calculations. Zb Be Used Far ,i,4 Valuation Date Site Pd~d/ress T~I l~ I~)- t' ra t L OFFICE USE ONLY Lot Z`i" Block 7/ Sec./ ub. kfn.~mErect Occupancy Parcel 1 D 41b OSO F-qO p Z A1ter Zoning Repair Fire Zone OJmer: P0-vfy4 )PG~'Wt TTr- Enlarge _ Zype of Const. Address: 1932 T r'~ (S ~=Q w~~ r'rR 56 MOve # Stories Demlish Front ft. City/Zip Code: f464- ti1~ SSI'7-'~ Grade Depth ft. Phone # : `t S r y I~ P.PPROVALS FEES Contractor: A..~ e o vx'1 V604 Assessments Permit Address: 0 f,o?dater/Sewer Surcharge .f~ Police Plan Check City/Zip Code: Fire SAC Phone Eng- Water Conn. Planner Water Meter /Eng•. Council Road Unit Bldg. Off. Address: APC City/Zip Code• _ Phone # : TOTAL Form FHA 422-7 - ' (we..~•'s-7•7o) _ MAPOFPF ZqTy MF.I r __P,>_._.BOYNYONC VCKASAN~ • ,.o.. a.~...~. See attached for legal 2ufldar Zachman Homes Inc. Lot elk, Z Addltion House Name PARKAIR Address: jq35- TIMBER WOLF TRAIL SO EAGPsN. M lNN. House Style S~L IT L EVEL • # Sq.Ft.House cj0`I ~ sq.ft.Gar. 14£6 Cl[Y' M FIELD NOTES Power ples P Low Areas Show location of ineters Telepone poles T Highest Point N~RTH Private well Larger Trees~ Private septic system v„ ,c water v„hl,c sewer (Mn+11n1 gac L.P. Gas Culvert required Curb cut required W ater stu7i e in D • ~ ';nrf^ce 15ITf15Pf1-HL7 Front yard setback 3G' , Sideyard setback 5'/lC' 75, oo tt .arage - gS915 I 1 Garage left ri~ht Local Inspector I ~ cit Name ~D,4LEEWSL41'. P9!!6 REIP j ~ Phone #`y"9100 I ~ LOT DETAILS I ~ 'size width 75' Size depth125' ~ I Approx. S.F. of lot 1,375 High point Power Poles Telephone poles I ~I Underground I I Larger trees fl I ~ 5treet = Elev. 0.00' ~ b~g3 I Lot corners ~ I i High paint o I ~,a Low point 14i ~ - Gutter or Ditch cU I QP^~" i o 121840.6~ \ E'90b( 7~ 0 Ui Local Electric Co. - - - / ~6• zo• Name N S P / Phone 2Z1-y303 ? , Local Gas Co. AflAGE ~ N Name PEOPLES NATURAL CnRS N / Phone 463-71z1 a) Stoops (I) Zriser $ 200 16' _7_ Decks $ 60, N Is~G.& b) Sidewalk 5Y s. f $ 107 12, I990,6' I Driveway EyOs.f. s 5GG I q ~ . Parking Pa3 _ s.f.$ I Curb Cut & Permits $ ~N lawn steps # $ '~I IM c) Finish Grade $ ~ d) Black Dirt F, landscaping i ~ :;od s.f e) Underground Util. $ ~ ~ 8p8 TOTAL SAC CHARGE Water charge $ Park charge ~ ' DIRECTIONS TO SITE: u«w ~OMOM . to........s ~ .......10_...... t o M~ ~ n.rsz 3 o+ ria . a . w.............. c........ lo....... + .lo........ t u. a. wrrrwn a .osu+ur o•o ..-~u . . . r~ ~ M+~ ' PG~iRO~ 8 FNA l2?.3 f RAv. 4.17-7 O1 2 ~ - ;X9~z Phone:546-6938 SUBTEBBAMEAN ENG1DiEE8IN61NC. Dete 7415 Weyzata Blvd., Suite I I I Minneepolis, Minnesota 55426 MeadPow 1a~t 'I 5,~nd:~~•~ JnbNeme FQQQN R, f+( JobN - 79230 v JobLocetion QkN ~ n~~.,~ r'.~4 121-1 '34)~'~i~Qu /f•{'(/ . Eerihwork . ~ -1 s Contracror. dlan} )aiynQN k4les TLIC - Arrive Job 3Mileegs 42 t4, . Totel Depert Job 3.75 _ Trevel Time 1 4 Chergaeble ^ k YS Leb. Time k I1 r Houn S Totel Hourc 1 On Job Raporf Time '~L L, ` $ummary of Tachnical and/or Enginaering Services parformed, ineluding Field Test Date*. Lowtions, Elevetions, end Depfhs sre esfimeted: footinq trenches at Lots 23 & 24. Block 2 Meadowland,Ylagan Hills Subdivision. Fill in these areas was a brown clayey fine to mediLm -sand About_11 _,of fill has been placed and compacted Performed 2_field densitv tests. See Compaction 0uality Contrnlsest Report_ No. 1for test_ results_ and location~_ _ViauallX_ insDe~xgd glock Z_ T}lP$P ir,rG .haue_bee) dug down to footing level. Soil at base of these lots is a brown -layev ine to medium sand with a_trace gravel. At Lot_21 about 1' of soft black_or anic soil has_been washed in_by th~ rain._ There is also_about 1'-2' of ponded rain water. At Lot 22_ about3"_,.of_ soft or anic.-_goil has_.be-en._washe$._in._- arnuns3_ ihe perimeter of.__the excavation. RECOMMENDATIONS: Before footings are poured the water and the organic soils in these lo must be removed. DISTRIBUTION . P$~ °y {~~y SUBTE RANEAN ENGINE ING INC. "~~~FieldTesfDefaissstimetedpanding ~ final lebaretory fosf results. , • . BUBTERRAI1TEplN ENGINEERING INC. ~ MINNEAPOLIB, MINN880TA. Ph. 648 - 8988 Compaction Auality Control Tests Project Meadowland EaQan Hills Subdivision Report No. 1 Rahn Rd. & Ctv Rd 30 F=q,n n•., Job 11Io 5-79238 3and Cone Method ~ Nuclear ? Other ? Depth a ow ~ fooling t~~t ~O1"~ wN molstun dr m~almum ~r dale loullon w a~ ? Y es. Mlow NII density eonlMt % amiy dry d~miy °~loo neanmendNlom wrl-ee ? Pcf . ~ News .ug. 2 979 1 See Plan -4" 124.5 8.9 114.3 121.5 94.0 APPROVED ug. 7 979 2 Below -4" 132,2 9.7 120.5 121.5 99.1 APPROV'ED Notec: All tests correated for stone content, where applicable. ASTM Indicated Percent Compaction 0% Max. Modified Proctor Dry Deneity D-1567 Max. Standard Proator Dry Densrty D-998 Dietribution: cc Zachman Homes, znc. cc Eagan Bldg. Insp. Le z v Dept. Z . 2 . ~ - CASH RECEIPT - ~ C1TY OF EAGAN ~ 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE 19 y eecRrvBO ` FRpM AMOUNT $ I; & DOLLARS too , ? CASH ~Q CHECK - - I,• 'i-tz~'X/ J~~ .G ~i~ •1~ ~ ~ ~ FUND ` CODE / '•f j A.OUNT ' ~ ~ J j - - i i ~ r ~ - _ _ ~`~i.2._~ _ , • Thank You . ~ ~ White-Payers Copy Yellow-Posting Copy Pink-File Copy PERMIT City of Eagan Permit Type:Building Permit Number:EA130991 Date Issued:05/27/2015 Permit Category:ePermit Site Address: 1935 Timber Wolf Tr S Lot:24 Block: 2 Addition: Meadowlands 1st PID:10-48050-02-240 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - William P Skipton 1935 Timber Wolf Tr S Eagan MN 55122--223 Great Northern Builders 9419 Buckley Ct Inver Grove Heights MN 55077 (651) 436-5672 Applicant/Permitee: Signature Issued By: Signature .t • ���':�� `f� .Bd JL'N � 6 101� Jeffrey Wheeler From: Natalie Velez <natalie@gnbmn.com> Sent: Friday,June 26, 2015 10:22 AM To: leffrey Wheeler Subject: PERMIT# EA130991 Attachments: IMG_0458 (2)jpg;IMG_0459 (2)jpg Mr. Wheeler, Regarding Permit#EA130991 1935 Timber Wolf Tr. S I apologize for the confusion with this roofing job when I called the city to pull the permit she indicated to just put it in the notes when I pull the permit online so when I did that it did not indicate we needed the additional inspection. Scope We removed and replaced 4 square of roofing material over 1 slope of kitchen roof (2 rows of I&w at eave,new 30#felt to remaining areas,starter strip at eave and rake,new shingles over entire area) We removed and replaced 8 sheets of 7/16"OSB over same slope,nailed every 6"on edges,and every 12"in the field with 8d framing nails (as Per Code) SPro�J2��,�.1 �k/�6 . We removed and replaced 2 skylights,Velwc with laminated glass(we did NOT alter the existing openings) � _; Please let me know if you need any other information. Thanks, Natalie T�ele�, O�ce Manager � Great Northern Builder.r, LLC. 94�9 Buckley Ct. Inver Grove Ht.r, MN 55077 PHONE: 65�-455-937� F�1X.• 65�-552-4932 WEB: WWW.GNBMN.COM 1 l s . R803.2 Wood structural panel sheathing. R803.2.1 Identification and grade. Wood structural panels shall conform to DOC PS 1, DOC PS 2 or, when manufactured in Canada, CSA 0437 or CSA 0325, and shall be identified for grade, bond classification, and Performance Category by a grade mark or certificate of inspection issued by an approved agency. Wood structural panels shall comply with the grades specified in Table R503.2.1.1(1). R803.2.2 Allowable spans. The maximum allowable spans for wood structural panel roof sheathing shall not exceed the values set forth in Table R503.2.1.1(1), or APA E30. R803.2.3 Instal lation. Wood structural panel used as roof sheathing shall be installed with joints staggered or not staggered in accordance with Table R602.3(1), or APA E30 for wood roof framing or with Table R804.3 for steel roof framing. FLOORS R503.2.2 Allowable spans.The maximum allowable span R503.3.2 Floor underlayment.Particleboard floor under- for wood structural panels used as subfloor or combination layment shall conform to Type PBU and shall not be less subfloor underlayment shall be as set forth in Table than'/4 inch(6.4 mm)in thickness. R503.2.11(1), or APA E30. The maacimum span for R503.3.3 Installation. Particleboard underlayment shall sanded plywood combination subfloor underlayment shall be installed in accordance with the recommendations of be as set forth in Table R503.2.1.1(2). the manufacturer and attached to framing in accordance R503.2.3 Installation. Wood structural panels used as with Table R602.3(1). subfloor or combination subfloor underlayment shall be attached to wood framing in accordance with Table R6023(1)and shall be attached to cold-formed steel fram- SECTION R504 ing in accordance with Table R505.3.1(2). PRESSURE PRESERVATIVELY R503.3 Particleboard. TREATED-WOOD FLOORS(ON GROUND) R503.3.1 Identi�cation and grade. Particleboard shall R504.1 General.Pressure preservatively treated-wood base- conform to ANSI A208.1 and shall be so identified by a ment floors and floors on ground shall be designed to with- grade mark or certificate of inspection issued by an stand axial forces and bending moments resulting from lateral approved agency. soil pressures at the base of the exterior walls and floor live TABLE R503.2.1.1{i) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTe,b,` ALLOWABLE LIVE LOAD MAXIMUM SPAN LOAD(pounds per square MINIMUM NOMINAL (psf)''�' (inches) foot,at maximum spa�) MAXIMUM SPAN SPAN RATING PANEL THICKNESS (inch) SPAN SPAN Withedge Withoutedge (inches) �16"o.c. �24"o.c, support° support Total load Live load Sheathing• Roof Subfloor� 16/0 '/R 30 — 16 16 40 30 0 20/0 3/R 50 — 20 20 40 30 0 24/0 3/R 100 30 24 20g 40 30 0 24/16 '/16 100 40 24 24 50 40 16 32/16 15/3Z,'/Z 180 70 32 28 40 30 16" 40/20 '�/;2,5/$ 305 130 40 32 40 30 20"•' 48/24 23/�Z,'/4 — 175 48 36 45 35 24 60/32 '/g — 305 60 48 45 35 32 Underlayment,C-C plugged,single floor' Roof Combination subfloor underlayment 16 o.c. '�/32,5/g 100 40 24 24 50 40 16' 20 o.c. 19/32,s/g 150 60 32 32 40 30 20'•' � Z4 O.C. 23I3Z�''/, 240 100 48 36 35 25 24 . I 32 o.c. '/g — 185 48 40 50 40 32 ' 48 o.a 1'/32,1'/g — 290 60 48 50 40 48 For SI: 1 inch=25.4 mm,1 pound per square foot=0.0479 kPa. a. The allowable total loads were determined using a dead load of 10 psf.If the dead load exceeds 10 psf,then the live load shall be reduced accordingly. b. Panels continuous over rivo or more spans with long dimension(strength axis)perpendicular to supports.Spans shall be limited to values shown because of possible effect of concentrated loads. c. Applies to panels 24 inches or wider. d. Lumber blocking,panel edge clips(one midway between each support,except two equally spaced between supports when span is 48 inches),tongu�and- groove panel edges,or other approved type of edge support. e. Includes StructuralI panels in these grades. f Uniform load deflection limitation:'/,R�,of span under live load plus dead load,'/24U of span under live load only. g. Maximum span 24 inches for 15/;Z and'/2 inch panels. h. Maximum span 24 inches where'/4 inch wood finish flooring is installed at right angles to joists. i. Maximum span 24 inches where 1.5 inches of lightweight concrete or approved cellular concrete is placed over the subfloor. j. Unsupported edges shall have tongue-and-groove joints or shall be supported with blocking unless minimum nominal`/4 inch thick underlayment with end and edge joints offset at least 2 inches or 1.5 inches of lightweight concrete or approved cellular concrete is placed over the subfloor,or 3/4 inch wood finish flooring is installed at right angles to the supports.Allowable uniform live load at maximum span,based on deflection of'/,�,of span,is 100 psf k. UnsuppoRed edges shall have tongue-and-groove joints or shall be suppoRed by blocking unless nominal'/;inch-thick underlayment with end and edge joints offset at least 2 inches or'/;inch wood finish flooring is installed at right angles to the supports.Allowable uniform live load at maximum span,based on deflection of'/��o of span,is 100 psf,except panels with a span rating of 48 on center are limited to 65 psf total uniform load at maa:imum span. 1. Allowable live load values at spans of 16"o.c.and 24"o.c taken from reference standard APA E30,APA Engineered Wood Construction Guide.Refer to reference standard for allowable spans not listed in the table. 2015 MINNESOTA RESIDENTIAL CODE 177 � j � � � � ' Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Jeff Wheeler on Jan 21,2015 2:22:08 PM pursuant to License Agreement.No further reproductions authodzed. , . WALL CONSTRUCTION TABLE R602.3(1�ontinued II FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SPACING OF FASTENERS �I ITEM DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER",`,• Edges Intermediate supports`�° , (inches)' (inches) i Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing , 32 3� „_,� „ 6d common(2"X 0.113'�nail(subfloor,wall)' 6 12g ��I g � 8d common(2'/�"X 0.131'�nail(roo�f � I 33 19/32"-1" 8d common nail(2'/�"X 0.131'� 6 12g i 34 1'/ "-1'/ " l Od common(3"x 0.148'�nail or 6 12 �'I $ " 8d(2'/z"x 0.131'�deformed nail � i Other wall sheathing" � 35 '�z"structural cellulosic '/2"galvanized roofing nail,'/16"crown or 1"crown 3 6 fiberboard sbeathing staple 16 ga., 1'/4"long 36 Zs��z°structural cellulosic 1'/,"galvanized roofing nail,'/��"crown or 1"crown 3 6 fiberboard sheathing staple 16 ga., P/2"long 37 '/Z"gypsum sheathinga 1�/2��galvanized roofing nail;staple galvanized, � � 1 /2 long; 1/4 screws,Type W or S 38 5/$"gypsum sheathinga 15/4"galvanszed roofing nail;staple galvanized, � � 1 /8 long;1 /$ screws,Type W or S Wood structurai panels,combination subfloor underlayment to framing 39 '/ "and less 6d deformed(2"x 0.]20'�nail or 6 12 ° Sd common(2'/z"x 0.131'�nail 40 � �/ ��_i�� 8d common(2'/z"X 0.131'�nail or 6 12 8 8d deformed(2'/i"X 0.120'�nail 41 1'/ "-1'/ " lOd common(3"X 0.148'�nail or 6 12 8 4 8d deformed(2`/z"x 0.120'�nail For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s;1 Ksi=6.895 MPa. a. All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0142 inch or less. b. Staples are 16 gage wire and have a minimum'/16 inch on diameter crown width. a Nails shall be spaced at not more than 6 inches on center at all supports where spans aze 48 inches or greater. d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). £ For regions having basic wind speed of 110 mph or greater,Sd deformed(2'/z"X 0120)nails shall be used forattaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls,if inean roof height is more than 25 feet,up to 35 feet maacinmm. g. For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center.When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 1396 and shall be instalied in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor sheathing panel edges perpendiculaz to the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be supported by framing members or solid blocking. j. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails from ' the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. 2015 MINNESOTA RESIDENTIAL CODE 203 � � � . � ! � ' Copyright to,or licensed by,ICC(ALL RIGH7'S RESERVED);accessed by Jeff Wheeler on Jan 21,2015 2:22:08 PM pursuant to License Agreement.No further reproduc6ons authorized. PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA159469 Date Issued:12/19/2019 Permit Category:ePermit Site Address: 1935 Timber Wolf Tr S Lot:24 Block: 2 Addition: Meadowlands 1st PID:10-48050-02-240 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - William P Skipton 1935 Timber Wolf Tr S Eagan MN 55122--223 (612) 369-6916 Boys Mechanical Inc 490 Villaume Ave, Suite 300 South St. Paul MN 55075 (651) 340-5956 Applicant/Permitee: Signature Issued By: Signature