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4631 Manor DrI-CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: , 4 llill Ii A 1 1 PERMIT SUBTYPE: fi, ,,; APPLICANT: t a I Mi .11: 1i, 1 r [FM TYPE OF V110RK: INSPECTION .• . ., : p•k .tf. .: i I ?. i ?+ti I .:;tnIft:. '?-. - •' t: lt i i fiF• 11 ] f1I 1>t f<I ? ? INSPECTIaN RECORD ? PERMIT TYPE: Permit Number: Date Issued: " ' ' ? Permit No. Permk Holder Date 7elephone # SNV PLUMBING • ,?-(1 HVAC ELECTRIC ? , 7 f 9? 00 ELECTRIC Inspection Date Insp. Comments Footings I Foundation Framing Z ,$ ? s Rooflng Rough Pibg. - ?-P RoughHtg. Isul. 4/29,43 2L Gh Fireplace Final Htg. /J f orsat Test L Final Plbg. PI . inspector - rfy Plumber Const. Meter Engc/Pfan Bldg. Final Deck Ftg. Deck Final / / Well Pr. Disp. W¢L'tifiCQfe of CCC1tIPQ1tC4 cfit4 of C?agan Zcoartmpnt of 13uitbing 3n4pection This Certif:cate issued pursuanr to the requirernents of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the variaus ordlnances of the City regulating building construction or use. For the following: ?' I]?JG Use Classificazion: S Bldg. Fermit No. 2097q OccapaocY Type J Zonio District ?Conu Owner of Building Address ? B ?ing Address I.ocality ? Datc: - Building pfficial ? PQST IN A CONSPICUOUS PLACE Address 4631 MANOR DRIVE ZlP $$12 3 Lot ''2 Blk 1 Sub 5 ToDD BAPP THESE TI'EMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECI'ION. Date: Yes No Inspector: d9v Final grade (6" ftom siding) Permanent steps (gacage) ? Petmanent steps (main entry) Permanentdriveway ? Permanent gas V/ Sod/Seeded grass V TraiUcurb damage Porch ? Basement finish Deck ? Please verify wi[h the builder the removal of roof tes[ caps from the plumbing system and the shut-off of water supply to the outside lawn faucet before freeze potential exiszs. Contad engineering division at 681•4645 before working in rightof-way or installing underground sp[inkle[ system. White - City Copy Yellow - Resident Copy Pink ? Contractor Copy ? Req st D te - Fire No Rough-in Inspedion Reqw es C No ? Reatly Now ill Notity InspeIXOr When Reetly+ olICensed contractor O owner hereby requesl inspection of above eleancal work aC Jab AtldreV(Veel Box or floute No 1 G? 3 ,C?.? • C'ry ? Se<UOn No Townsnip Name orNO. Range No. Cou Occupant INT? Phone No Power Supplrer Atleress ? Elec[rical ConVactor ICompany Name) ? Conttector5 n5e No ? Mai6ng AtlEress 1 nVac?tor or O/wner Making Ins Ilalion) AulMnzea $ 2Wre IContrdClO,fOwner Mdkm9 In51dIIdL ? ? Phone Nu ? MINNESOTA STATE 60ARD OF ELECTRIGITY ? TNIS INSPECTION REOUEST WILL NOT Grlggs•MlEwey BIEg - Poom 5-173 BE ACCEPTED 8V THE STATE BOARD 1811 Universi[y Ave., 51 Peul. MN 55106 UNLESS PROPEF INSPECTION FEE IS Phane(612)6C2-0800 ENLLOSED 7//i?? d .1D9-59 REQUEST FOR ELECTRICAL INSPECTION ? See msVUCtions for completmg Mis lorm on back of yeilow copy X" Below Work Covered by This Request EB-00001-08 9?_50 ?.,?.. ew Adtl Rep Typeol8uilding ApphancesWired EquipmeMWved Home Range Temporary Service Duplez Water Heater Electric Heanng Apt. Bmlding Dryer Othec(Specify) Comm.llndustnal Furnace Farm Air Conditioner Dther(syeaty) Conhecmr§ Remerks Compute Inspection Fee Below:, # Olher Fee # ServiceEntranceSrze Fee # Cirwrts/Feeders Fee Swimming Pool 0 to 200 Amps ? 0 to 100 Amps a Transformers Above 200 _ Amps Above 700 _ Amps Sgns inspector's Use Onry 7pTpL s O Irrigation Booms 74' ' b Special Inspectwn Alarm/Communwanon THIS INSTALLATION MAV BE ORD ISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONT I, the Electncal Inspector, hereby AO°9""" oata ? certify that the above inspection has been made. F,nai oete - OFFICE USE ONIY ? This reques[ vmtl 18 months trom ? 4! ? City o? ?qmfl 3530 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax:(651)675-5694 I For Office Use - I ? ? Permd#. ?Y2 ? i ? ? Date Received: i I I ? ? Staff: ? L ----------------- 2008 RESIDENTIAL PLUMBING PERMITAPPLICATION )ate: Site Address: U6?1 ???? olir 'enant: Suite #: 2ESIDENTlOWNER Name: ti 11?(N ' Phone: L,6 `-1LA "93&1 CONTRACTOR TYPE OF WORK Address l City I Zip: q??J\ Qr Name: Address: a? ?? ? ?t&A ?WRO\ State: Zip: ?????Z City: - - Phone: -k5??-1Inh- J-an Contaci Person: knr,?Q- ???-- _ New _4Replacement _ Repair _ Rebuild _ Modify Space , Work in R.O.W. PERMI7TYPE RESlDEN71AL ? Water Heater . _Lawnlrrigatlon L_ RPZ I _ PVB) . Septic System New Abandonment W ater Softener Add Piumhing Fixtures J? Main _ Lower Level} _ W ater 7urnaround ? u V Eua! 3 0 ESIDENTIAL FEES: 30.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (inctudes $.50 State Surcharge) 30.50 Lawn Irrigafion (includes $.50 State Surcharge) i0.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround` (indudes $.50 State Surcharge) 'Water Turnaround (add $136.00 if a 5/8" meter is required) 00.50 Septic System New ($10.00 per as hwiq (includes County fee and $.50 State Surcharge) 10.50 Fire Repair (replace bumed out appiiances, ductwork, etc.) (includes $.50 State Surcharge) FEES $-M ere6y acknowledge that this informanon is complete and accurete; that the work wiil be in conformance vmh the ordmances ana coaes oi wc ll'r -1 4an; that I understand this is not a permit, but only an apphraaon for a pertnit, and work is not to start without a permit; that the woAc wtli be in .ortlance with the approved plan in ihe case of work which requires a rewew and appmval of plans. )phcanYs Printe(J Name x ?m\ W? Applicant's Signature )R OFFICE USE :quired InspecYions Reviewed By: Date: Under Ground ,Rough-In _Air Test _Gas Test _Final 2005 RESIDENTIAL BUILDING PERNIIT APPLICATION ?S( City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 9 651-675-5675 FAX 0 651-675-5694 ?--ld I °° New Construcfion Reaulremenls RemodeVReoa'v Reauiremenis Office Use Onlv 3 registe2d sile surveys shmving sq, fl. of lot sq, ft. of house; and all raofed a2as 2 copies of plan - CeK of Sunrey Recd„ ' _ Y '_ N (20% maxonum lot coverage allowed) 1 set of Energy CalculaUons for heated additbns , Tree Pres Plan Recd. _ Y _ N, 2 copies of pYan showmg beam & window s¢es; poured tound design, etc. 1 site survey for addAians & decks -,_ Tree Pres Required _ Y _ N 1 set of Energy Calculations Addifron - indicate ilon-site sep6c system Onsne Septk System " -_ Y _ N 3 copies of Tree Preservation Plan if lot platted after 717183 Rim Joist Defal Options selecfion sheel (huldirq7s vnth 3 or less unils) Date SiteAddress ConstructianCost Ad.SZm.o7 UniUSte # DescripHon of Work RQ-,%Cjp - Multi-Family Bldg _ Y!lN Fireplace(s) _ 0_ 1 _ 2 Property Owner I)4t-reLL fa????CJ Telephone # ( ) Contractor Address State /t't '? • City L?c uvfC?u . 1? K Zip SSV?)_g Telephone 4 (lc)d.) ?67 O - 0d7 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Venfilation Calegory 1 Worksheef • New Energy Code Worksheet (4 submissiontype) Submitted Submitted . Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review fee applies. Licensed Plumber Mechanical ContraCtor Sewer/Water Contractor Telephone #( Telephone #( Telephone # ( I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a pertnit; that the work will be in accordance with the approved plan in the case of work which requires a review and ap roval of plans. Applicant's Printed Name Applic ' ignature 6 1 ogq 2005 RESIDENTIAL BUIILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Telephone #( New Conshuction Renuirements RemodeVReoalr Reaui2ments Otfice Use Onlv 3 registered sde surveys shovAng sq. ft. of IoL sq. ft. of house; and all roofed areas 2 copies of plan Cert of Surrey Recd _ V_ N (20%mauimumlotcoverageallowed) 15elofEnergyCakwlaCwnsforheatedadditions TreePresPlanRecd _Y _N, 2 copies of plan showing beam & window sizes; poured tound design, etc. 1 sile survey for additions & decks Tree Pres Requlred " _ Y_ N lsetofEnegyCalalatians Adddion-irMiceteilonsitesepticsystem On-sileSeptlcSystem _Y _N 3 copies of Tree Preservation Plan if lot platted after 717N3 Rim Joist DeplOptions selection sheet (buildings with 3 or less unMs) Date s? / ? / ? Construction Cost ?GoO Site Address ( Unit/Ste # 11 iz r r,7 ?L " ? Description of Work `ar 2005 ?'?l ? lll' Multi-Family Bldg _ YXN Fireplace(s) ? 0 _ 1 2 Cy L Property Owner _DArca.// HPnaler!n n Telephone #( 6S/ ?bY - 977? Contractor Pn,.1Mk,7CP ff.-mtt Address Gv ???? a/e /(7' - City State Zip Telephone#(7-43 - GQ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheel • New Energy Code Worksheet (Jsubmissiontype) Submitted Submitted • Energy Envelope Calculations Submitted Have you previousiy constructed a building in Eagan with a similar plan2 _ Y _ N If so, 25% plan review fee applies. Licensed Piumber Mechanical Contractor Sewer/Water Conhactor $ ?o. o-O Telephone #( } Telephone #( I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. k2tr h e, ii? MG+1l ? (lf?-// d44 ApplicanYs Printed Name Applican s Signature? CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 INSPECTION RECORD PERMIT TYPE: Permit Number: Date Issued: BUILDIMG 020979 05/20/93 SITEADDRESS: LoT: 9631 MANOR DR S TODD RAPP PERMIT SUBTYPE: 3F DWG TYPE OF WORK: NEW INSPECTION FOOTING .. . FRAMING .. INSULATION FINAL FIREPLqCE REMARKS: S& W PLBR - STAR PLBG PRV 2 eLocK: 1 APPLICANT: COLLEGE CSTY CONSTRUCTION (612) 431-1211 ? --?CITYN OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 , PERMIT PERMIT TYPE Permit Number: Date Issued: BUILDING 020979 05/20/93 SITE ADDRESS: P.I.N.: 10-65795-020-01 9631 MANOR DR LOT: 2 BLOCK: 1 S TODD RAPP DESCRIPTION: ? ', - B,aildAng-Permit Type SF DWG IBuilding Wqrk Type NEW /'U8C Occupancp? R-3 M-1 ? ? Construct3on Type V-N Zoning R-1 / BuildAng Length ) 78 ' Building Width 32 \ _J ? n f ? I ? ,` ?'?i? CC??J'?JC,J? , ' _a.?._ ?r;? REMARKS: S& W PLBR - STAR PLBG PRV FEE SUMMARY Base Fee Plan Review Surcharge SAC SAC 8 SAC Units Subtotal VALUATION $144,000 $793.50 $515.78 $72.00 E750.00 100 1 $2,131.28 MISCELLANEOUS $1,744.50 COPY $.50 Total Fee $3,876.28 CONTRACTOR: - Rpplicant - sr. Lxc pWNER: COLLEGE CITY CONSTRUCTION 14311211 0001209 COLLEfaE CITY CONST 6970 151ST ST 6970 151ST ST APPLE VALLEY MN 55124 APPLE VALLEY MN 55124 (612) 431-1211 (612)431-1211 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all appl3cabis State of Mn. StatuCes and CiCy of Eagan Ordinances. ? T? AP?ER ITERE J ? ISSUED B : GNATUR REACTIYATE _ R('??0?/?? CITY OF EAGAN PERMIT.., 1993 BUILDING PERMIT APPLICATION ` ?1 1 2 1993 681-4675 . ? ? - - SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up 6y last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date S ? 11 / 93 Yaluation of work v v? . Site Address: 4631 [hanor Drive Eaaan SiREET SUITE ?Y 7enant Name: (commercial only) LOT 2 BIACK I_ SUBD. S. Todd Rapp P.I.D. 0 Descri tion of work: The applicant is: ? Owner ? Contractor ? Other (Describc) Name Phone Property LAST FIRST Owner pddress STREET STE # City State Zip Company Collecre Citv cons Yuctio„ Phone Contractor Address 6970 151s+ StYPPt License # ?.,gq Exp.3/31/94 City Apple Valley 5tate MN Zip 55124 _ Company Phone Architect/ Engineer Name Registration # Address City State Zip Sewer & water licensed plumber starr Plumbinq . Processing time far sewer & water permits is two days once area has been approved. 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 5tatutes and City of Eagan Ordinances. Signature of Applican OFFICE U5E ONLY SL31LD{NG PERMIT TYPE W 1 Foundation 2 SF Dwg. ? 03 SF Addition 004 SF Porch ? OS SF Misc. ? ? 06 Duplex ? 07 4-Plex ? 08 8-Plex ? 09 12-P1ex ? 10 Multi. Add'1. WORK TYPE A31 New ? 32 Addition ? 33 Alterations ? 34 Repair ? 11 Apt./Lodging ? 12 Multi. Misc. ? 13 Garage/Accessory O 14 Fireplace 11 15 Deck O 35 Tenant Finish ? 36 Mave ? « -? 1 m^ tw.finish ,? ?7 Swimofi'r- ? 18 Comn./Ind. ? 19 Comm./Ind. Misc. ? 20 Public Facility ? 21 Miscellaneous ? 37 Demolish GENERAL INFORMAT{ON Const. (Actual) V-N Basement sq. ft. MWCC System &SS (Allowable) V- N lst F1. sq. ft. City Water UBC Occupancy Q-3 M.4 2nd F1. sq. ft. PRY Required P-7 Zaning 9 -1 Sq. ft. total Booster Pump # of Stories Footprint Sq. ft. Fire Sprinkler Length 70' On-site well Census Code /v/ Depth 321 On-site sewage SAC Code vi Cawsus 6Id? I - APPROVALS C-Lk+5+.?swwc?, __L__ Planning Building Assessments Engineering, _ Variance REQUIRED INSPECTIONS ? Site ? Wallboard ? Footing ? Final ? Framing ? Draintile ? Insulation ? Fireplace Permit Fee vatwc;on: $ 114 w, 000 Surcharge Plan Review .?.7a?RAC=??, 32x2q ?`JZgK License 16 c Jy $43 MWCC sAC 3g.: 1026' C; tY SAC 1 y? 3? ? 2 Water Conn. Water Meter ? Acct. Deposit S/w Permi t 7?'!0 S/W Surcharge Treatment Pl. I2 K lu = 12a X yS=- S4oe Road Unit Park Ded. „..--.--? Trails Ded. B?;" T ? Ii18x 54 = G0137%Z Copies .5 0 Other 2NO F?.z . Total: a3 x,l - 20 t'1 ?/zu 3? _ l,6S 2- IAC SAC Units 4D-P Za= 3 ?l?q I L4 sy? S lN3; 1?2 1_:1. 1 •_ '_ Sumellors G'er1`?fmal`e 3URVEY FOR: (;ollege City DE$CRIBED A8: i.ot z, 61ock t, s. l•oDo Fn."r- ADDITION, citv or r;a„an, Uakota county, t!innesota and reserving eascments of rccord. ? 1 aE °53 as s ? \CP P 0 D 100 `/mr H,W. L. ? 916.0 NAU.L = 4i2.0 ' 00' E 362.37 ? l T I .? M.N. ? ? ? 10LSA N " 113z: t E?St 60., ?• • 933.7 zl? q31 LOT S0. FOOTAGE = 588 ?? H ' W ! ? ? ? I ?n ? m ? rn 0 O 0 ! PHOPOSED ELEVATIONS top of roundalbns Garage Floor BesameM Fbar Approx. Sewet Servli Pioposad Elavellons Exhling Elavelbns bra(aeQe Dkactbns u 935.0 ? -939.6 ? n 92b.4 :s Elov. ? e.-+a.rve„% . r .?.?,..y ' O 1 d9f10t8! Offl9t S18k9 s 0 SCALE, I Inch = 30 Feet Front - so R99r ' N/A IIlEIIEBYCEIIiIKY 7FII1iT1N313AME11NDCOiII1ECTREPRESENiAT10N IifEDLUND oF 7NE OcX1y0Aq1E5 oF iltE AgOVE bESC1110Eb PROPFq1Y AS SU(1- VEYE DBY ME dt I/NUEi1 LIY iNMECt SUPFIIVISIONAM UOES NOT PUI1pORf 70 51101q pdPItOVEMENiS Oq ENCqOACNMENT3, EXCEpI AS SIIOWN. Planning Engineering Surveying ne1e.,tske.rVo? ??k 0aw1;1pa?, ?w,»..u ss?» pa1t S ? 10 /93 FEW O(JANO(iREN,1Mi08URVEYOR MME30TAlICENSE MMABER t4J79 ?:'.• s... ? -n,=- ? 1 • I d ? z o0 lam Ua I . lW 2 W I 920.7'?" S 3ki?-- 3? aa 92l? ? 925.4 r---=----- d $ ? O 1 ? - ' ? 1 V ? ? ? 92a. M? ? D?r L TNH@ )nt o?' Allen i.c?ne B, Tllonof ?. £1Na 43fo.I? ?I?Q poG°?o?o 6???[?u MIN. SE7BACK REQUIHEMENTS + -? Ih.,,, ! 1"s«':. an. 4 ? ? q ? ? -- c ^ ti 9 ?> m f° 30. 00? °? o • r • e • y ? ? GfV 9? I $ D4? House Slde - io ? Darage Side -s o?o Z O J08 NO.: a?- I S3 UOOK: I PAGE: DO FILE: I UWO. CHK CCQ3 rn i 0 `p• LOT BURVEY CHECRLIST FOR RESIDENTIAL ? N BOILDING ERMIT APPLIC TIO m < e l Z? m ? Q PROPERTY LEOAL: w Z a a w w< N Date of Survey: ? U ] < Z ? DOCUMENT STANDARDS ? !? U ? Reqistered Land Surveyor signature and company Q-p ? : Building Permit Applicant p/0 ,C] ? Legal description ? E}' ? • Address ? ? IJorth arrow and bar scale i ? • t iiouse type (rambler, walkout, split w/o, spl lookout, etc.) ? • Directional drainage arrows with slope/gradient ?. ?? ? • Proposed/existing sewer and water services 0/?? ? • Street name fl ? 0 • Driveway ELEVATIONS Existina ? C?? • sewer service 0 0 - Lot corners Q? ? 0 • Top of curb at the driveway [k--? ? • Elevations of any existing adjacent homes_ Prooosed ? ? ? • Garage floor 11 0 - First floor U ? ? ? Lowest exposed elevation (walkout/window) 0 ? • Property corners CK 0 ? • F'ront and rear of home at the f.'oundation PONDING AREAS (if aoplicable) er? 0 • Easement line C1 ? ? • NWL ? ? 0 • HWL 8'- ? 0 • Pond # designation ? G--? • Emergency overflow Elevation DIltEN8ION8 Pf ? ? • ?d ? • c'? 0 • R-? o ? • 0 O??b • entry, Lot lines Right-of-way and street width (to back of curb) Proposed home dimensions including any proposed decks, ove'rhangs greater than 21, porches, etc. (i.e. all structures requiring permanent footings) Show all easements of record and any City utilities within those easements Setbacks of proposec3 structure and setback of adjacent exi Itet Reviewed; Octvber 1992 65-16-93 11:05AM FROM CQILEGE C]TY CONST&. 09/18/93 COLLEGE CITY CON3TRUCTION ATTN: JQHN OROSSMANN RBC U$AG$ OF GARAG6 NEATBR. P02 REGASDiNG YOUR QUESTIONS A9dUT U6AGE 0! THE GARAGE SEATSR, I ONLY INTEND Tp HEAT THB GARAGE ON AN OCCASIONALt AS-N$SD&D SASSS TO DO M1140R REFAZRS ON MY CAAS, SNDoTBLOwER, ETC. PLEASE RBFERENCE MN STATUTE #116J.19, x8 I At4 UNABLE Tp JueT1PY THE EXTRA CD$Tfi INVDLVEp. . TNANKSo DARRELL H8NA8RSON 4631 MANoa nRtve 6AGAN, MM 99123 R=9¢"6 FROM COLLEGE CITY CONSTR. 612 431 1266 05-I8-93 12:0IPIDS P002 #13 ` EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION Ownor " SlteAddress 4>=?' ? Contractor. Col?lggg Citv Const,_ Date Phone 431-1211 Delermine WorkiqQ 69uare Footage OI Each 1. Total exposed wail area sq. It. X_ ,11 2.7otal root/ceUing area. pq. (t• X a026 ?°°•S?° Total axposed wall area aboV611o0C = .3 CV9 a. Total wall window area . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. ..... . ... ._ b. Total door area ...................................,..............---------? P c. Tolalsliding glass door area ................... ................... ??__., d. Total (ireplace wall area ... . . ... .. . . . . . . . . . . . . .. . . . . .. . ... ... . ... ._____.____ - e. Total wall framing area (average 10%) ................................. ________._ ai7 f. Total net wali area above floor .. . .. . . , ............................----- - , g. Totalrim joist area ............................................... -------- Total exposed foundation aCea _ -?----?-- h.Totaltoundation window area .. ............ ......................... i. Total net foundation area above grede . . . . . . . . . . . . . . . . . . . . . . . . . . . : ._ ._----- ___ Determine "U" ypWe segment ,qt 6ech Wall a. ,Y71o x . _ b. 3f _ X ,lull - ---0--? za' _ - ---11,87---- c. - 97 d. --- x .,u,? s e. x „W" _ ? ?pz e /9, 97 ----- f..._._ .__.??y8 --- - X .,U,, -- - --L -c, IV 3 - -- $?--- 9•-- --?J? x"ull ., vas - --- L•,>? - n. . -" - -- x .,W„ x „ull 3 ................................. .............. Tptal = --- ? ? 8-? - 1tilem No. 3 is iha same as, or less than item No. 1, you have mef the intent oJ S8C 6006 (c)2. Total exposed roof/ceiling area a v? j.Totalskyligh[area ................................................. ' k. Total roof/ceiling framfng area (averagp aD%,) ...................... 1. Total net insulated rooi/ceiling area .. ..,,.,,. Delermine "U" value (pr eaCh ro0U68ll1ng segment. I. X " - - k. 133 x 11y„ I. `109?e X.?uu 4 . ....................................... ........... .... Total = -- 3 !!lotal olNo. 4 is fhe same as, orless fhan No. 2, ypu have mallhe inten?o1 SBC 6006 (c . woRc sxEEr "R" and "U" ANALYSIS OF DOORS AND GLAZED AREAS: WINDOW AREA: TYPE OF WSNDOWi The Window Units have been tcsted for 'IIt' Value, They are as listed above and may be assigned a design value of "R" ,2-0 including air films. ' 1/ USl ' 1/R8 1 Footage_ Footage a y?' DOOR AREA: TYPE OF DOOR: Door units have been tested and found Lo have an ^R" value of fz1 including air Ti1RS. Udl ? 1/Rd1 = 1/ 7?/ ° • / ?--g __.__ , Footage .?,eow 3? SI,IDING GLASS DOOR AREA: TYPE OF DOOR: Slid ? g Glass Doors hava been tested arid found to have an "R" a ue oi Xn including the air films. U92 ' 1/R82 ° 1? ? ?fl ° , 'z- ?v FOOtage 97 ? FOUNDATION WINDOW AREA: TYPE OF WINDOW: The Window units have heen tested for "A" Value, They are as listed above and caay be assigned a design value oS "R" including air films. Ug3 s 1/Rg3 = 1/ = Footage SWINCING PATIO DOORSi . TYPE OF DOOR: Swinging patio doors have been tested and are.assigned an "R" value of including air films. Ud2 n Rd2 . 1/ Footage SPECIALS: ----- - --?-- . - _--_ TYPEOF SPECIAL: ? I ? '.??MnGI•.suVY4NTa/izi?b Q VYurcn .I' pID,?A 'ITrn irwl 3 1/xwl 1; .. /D, 9/ - . 0577, I INSULATED AREA BETWEF,N STUDS "r2" VALUI .17 ::xterior Air Film _k? Exterior Siding ` ,x.olo Exterior Sheathin ? ??? 5tuds _ - -? Mil Yoly Vapor Barrier .9? 1/2" Sheetrock .68 Interior Air Film /0.9/ Total "A" Value Total Footage "R" VAI,UE [iw2 = 1/Rw2 = 1/ _ g3.t,3 c .043 .17 Exterior Air Film ,1-17 Exterior Siding _ -206 h5c:erior Sheathing i ,?a Insulation -- -F? h1i1 Yoly Vapor Barrier .ys 1/2" Sheotrock .69 Interior Air Film z3.03 Total "R" Value Total Footage STUD/FRAtdING AR::A WORK SHEET 'R" and "U" VALU RTM T0T4T AR .A UW3 = 1/RW3 = l/ - 3556 ° r l7ZPl RIM JOIST AREA BETWEEN FLOORS Uw3a = 1/Rw3a = 1/ "R" VAI,UE .17 Exterior Air Film .&7 Exterior Siding _ a--/4, Exterior Sheathing 1.88 1}n Rim Joist 7 Insulation. -6 Mil Poly Vapor Barrier .68 Interinr Air Film _?,:55Z? Total "R" Value Total Footage 23-2- ? "R" VALUE • 17 Exterior Air Fi,lm Exterior 5lding _ Exterior Shaathing 1.88 11" Rin Joist Insulation Mil Poly Vapor Barrier •68 Interior Air Film Total "R" Value Total Footage ! woxx sxEEr "R" AnA MiiM Foundation Wall Area a/g "R" VALUE - .19 E7cterior Air Film -- Exterior Foam Insulati zS /7--,,.Concrete Blocks, .r ? ' p r - ? a ? ' '' • ' a' ?: ? . p •• • " ?_.°I . : •;,.•? •d:? • ? • .: v ? Q .A, \ ... . . , • \ ).S'Y Total "R" Value Uw4 = 1/Rw4 = 10711 / Total Footage /iGr Foundation Wall Area a/g "R" VALUE .17 Exterior Air Film . Exterior Foau Insulati ;?? • d'? ? _ Concrete B10Ck3 •? : q 1d• \' Interior Foam Insulati i• . : . • "- ? ••. -• a Interior Finish a.,.o ?. .? •68 Interior Air Film i \ ? •( ) ? Total "R" Y81U0 t , . / / , ,6 Interior Finish a" ?-- •68 interior Air Film UW5 a j/RyyS a 1? o Total Footage ? • .: woxx sxEM I"R" and "U" VALUE ANALYSIS OF ROOF;?CEILING SECTION JOI5T FRAMIN(3 AREA "R" VALUE .61 Interior Air Filn J7• °_ ° ?Insulation _ ?Ceiling Joist ^ ? L-Mil Yapor BarriQr >h' Shoetrock , .61 Interior Air Filn otal pR" Valum Uwl = 1/Rwl = 1/ q ?3 =,. a z3 Total Footage ? 3'b ? IINSULATED AREA $ETWEEN JOIST UW2 = 1/RWz s 1?, ?S•rfa • e ?Z7? "R" VALUE .61 Interior Air Film '!'/, oo lu" In$ulation X?-e - (? Mil Vapor Barrier .59 0 Sheetrock .61 Interior Air Film ? ,1,5:So 'fotal "R" Valuo Total F.ootage ? .:. . $?!;4"?y?,i?p+ ,?? ""':??•>:,:,: a?: <:.:...c.?:.. ..,s,!4,Y.,.?...a.. ' ? ? ' s....,.?>¢..i::F«y`' ..:iyi,:l:?Fl?,Y.,??i?<? 6^?''.`i"^,?: ? •..... ?a::..:.: ..:.........:.a? n..... ?ij•: C-'A'iLy .._..a ..:5. t?.?.y>. . ,, , . .,, y..?«?.:?._;:..<,.?;?? ? '. :: ?"• `...n;=;..,.?,>,..<.: e..?:¢ ;zft.?< q?<>.?'?".?e,:Y%.,:?.???s-"S53„ :?=.r.?Y>t> ??£g: ? . .t.>;.,?;y;r?:..;?; .., ? . .. ,. v ..,,<., , y ? ?€?'?'??i°:?x.?:'i'kxw,?;?3 "?3"`"`c'< ••" F f'" ?, ?^ ?. R .?`?. ll.' :.y? s ??4.`•ic`rp's??z bi&cbn k7:i+?; z ? Y4^.,?r?<,n,..F:;x.• PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMFS AND CONDOS WHEN PERMTT'S ARE REQUIRED FOR EACH UNIT. ------ - ------ NO. FIXTURES EACH T?T? SI-30WER 3.00 WATER CLOSET 3.00 BATH TUB 3.00 - LAVATORY 3•00 KITCHEN SINK 3•00 LAUNDRY TRAY 3.00 NOT TUB/SPA 3•00 WATER HEATER 3.00 FLOOR DRAIN 3.00 GAS PIPING OUTLET • minimum - t 3.00 .. ,.ROUGH OPENWGS 1.50 FTENER T ER SO x WA -i o r? 5 .0 0 ` ' }? PR1 YA? ?1JZ .` 1'i81Ci.ty. iiL C {? /? AJ.IN ..?_.. s,.=?.? U.G. SPRINKLER • nome unaer conn. 3.00 ALTERATIONS • to ?ting 15.00 WATER TURN AROUND 15.00 STATE SURCHARGE .SO TOTAL: 5r-l SITE ADDRESS: -ZI G 0) 1-7,4N °2 1J/? • OWNER NAIvIE: ,?A??E?L ??nS??`?Sn ^o INSTALLER: A-2 ADDRESS: /7?E' CTTY: '?'? STATE: ZIP CODE:-5?[72' PHONE #: ( 61°Z) 1993 PLUMBING PERMTT (RESIDENZZAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAIV MN 55122 (612) 681-4675 MECHANICAL PERMIT (RESIDIIVT7AL) CTTY OF EAGAN 3830 PII.OT KNOB RD EAGAN MN 55122 (612) 68I4675 PLEASE COMPLE'1'E FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNTT. ? NEW CONSTRUCTION A-DD-ON p 1C ADD-ON FiJRNACE DATE FEES HVAC: 0-100 M BTU ADDTTIONAL 50 M BTU W OUTLETS (MINIMUM 1 @ $3.00 EACH) ADD-ON/REMODEL (ExlsrnvG coNSTtucnox) STATE SURCHARGE TOTAL $ 24.00 6.00 6•OV $ 15.00 .50 ??b WG3 / SITE ADDRESS: OWNER TELEPHONE #: INSTALLER: GINZ-RYAN PLUMBING & HEATING C0. ADID:ESS: 14745 South Robert Trail CITI': R°se"'°'II't STAT'E: MN ZIP CODE: 55068 1'ELEPHONE #: (612) 423-1144 0 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 681-4675 PLEASE COMPLETE FOR SINGLE FAMII.Y DWELLINGS. AISO, FOR TaWNHOMES AND CONDOS WHEN PERMTI'S ARE.REQUIIZED FOR EACH UNTT. 0 NO. FIXTURES I SHOWER ? V:ATER C£,OSET ? BATH TUB ? LAVATORY I KTTCHEN SINK 1 LAUNDRY TRAY HOT TUB/SPA ? WATER HEATER I - FLOOR DRAIN ? GAS PIPING OUTLET • ? ROUGH OPENINGS WATERSOFTENER PRIVATE DISP. • n?.ay. uQ U.G. SPRINKLER - n? ?a« cmL ALTERATIONS • w eximiq WATER TURN AROUND STATESURCHARGE STTE OWN EACH TOTAL 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 1.50 5.00 15.00 3.00 15.00 15.00 s7? .50 INSTALLER: GENZ-RYAN PLUMBING & FIEAZING Co. ADDRESS• 14745 South Robert Trail CTI'I': Rosemount STATE: MR ZIP CODE: 55068 PHONE #: (612 ) 423-1144 0 i /i. a r TOTAL: ?, 1!?o x j , Use BLUE or BLACK Ink E3m i City of Eap Permit. I I 3830 Pilot Knob Road I PerrnltFee: (p- j Eagan MN 55122 1 Date Received. '2~ Phone: (6M) 675-3675 I 1 Fax: (851) 675=5694 Stair: j 2011 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: Sit* Address. Tenant: e S j Bulb tl: ;RESIDENT I OWNER 'Name: Phorw. J 4/ Address I City /21p: la 31 %or CONTRACTOR NaMe: _MILBERT COMPANY INC.dba CULLIGAN WATER Address. 180150TH ST EAST City. INVFrR GROVE IG`T5 State T'IN ' _zip: 55077' Phone. 65,1 :45 2'41 Contact: BILL.MILBE'I+' Email: TYPE OF WORK ;-N" eplacemertt _Repair _Rebuild _ Modify Space _ Work IrI.RO.W. Descrl tlon of work: PERMIT TYPE RESIDENTIAL Water Heater .Water Softener Lawn Irrigadpn RP2PV9) Add Plumbing Fixtures Main Lower I") • Septic System Water Turnaround New Abandonment RESIDENTIAL FEES: $55.00 Minimum Water Hoater, Water Softener, or Water Heater A01 Softener (Includes $5.00 State Surcharge) $35.00 Lawn irrigation (Inclsives 55.00 State Surcharge) $55.00 Add Plumbing Fixtutes, Septic: System Abandonment, Water Turnaround' (Includes $5.00 State•Surcharge) • • ' `Water Turnaround (add $166.00 If a 51r meter is required) $105.00 Septic: System Rm~ ($10.00 pores built) (Includes County fee wind $5.00 State Surcharge) $85.00 Fire Repair (replace fumed out appliances, ductwork, etc.) (Includes $5.00 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at (851) 454-0002 for protection against underground utility damage. Call 48 Hours before you Intend to dig to recoW locates of underground utilities.. wwwaoRbersta 6011,012 I hereby acknowledge wet this Inr~matlon N complete and accurate; that the work will be In conformance with we ordinances and coda cfwe Clly d Eagan; that l understand this N a permit, but only•an appllcattion'lor a permit, and work I• . to alert wl"Ma a permit: that the work will be In s accordance with approved pl M the pee which to ulna s .review and approval of plat M7 x f 1e41Vt111W_f ~ - - 9 194 4V ' Applicant's Printed Name i p ca. t' s•t3lgnature ~QR OFF Q $ ey R9Ir~e tsPk~~I$`dg i PERMIT City of Eagan Permit Type:Building Permit Number:EA117781 Date Issued:10/23/2013 Permit Category:ePermit Site Address: 4631 Manor Dr Lot:2 Block: 1 Addition: S Todd Rapp PID:10-65795-01-020 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 . Lisa Nyberg 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 - Kerry Z Lehr 4631 Manor Dr Eagan MN 55123 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA119216 Date Issued:11/19/2013 Permit Category:ePermit Site Address: 4631 Manor Dr Lot:2 Block: 1 Addition: S Todd Rapp PID:10-65795-01-020 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. 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 - Kerry Z Lehr 4631 Manor Dr Eagan MN 55123 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA125036 Date Issued:07/16/2014 Permit Category:ePermit Site Address: 4631 Manor Dr Lot:2 Block: 1 Addition: S Todd Rapp PID:10-65795-01-020 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required by law in ALL single family homes . 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 - Kerry Z Lehr 4631 Manor Dr Eagan MN 55123 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature � �����(, Use BLUE or BLACK Ink �� ��1 � For Office Use � I ���� ���i����j j Permit#: � � c.��CJ I 1� il �( � }'� � 1 3830 Pilot Knob Road � �� � Permit Fee: � Eagan MN 55122 .��F"`;';��,�r�'� I Phone:(651)675-5675 �''�F'�''`""'' `` ' j Date Received � — I� I Fax:(651)675-5694 I � �.��.}�i � � ���3 � Staff: � I ��__����_��_�_�_�..I 2015 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: Site Address: Tenant: Suite#: Name:_��� �I I�Q,VW Phone; ��� Address/City/Zip: ��,� � ���U�' ���^'� �', ' Name: � Q � � � � "�� � License#:__� ( � U �t,.Cs �j � Address: � � � T City: State:�Zip:�� Phone: f 0�j' `C�7 - �� � Contact: EmaiL•�G�SS 1 P�'►rLa �j.1/t Ccc� QYl eYLf�l.-LG'GL/Ir,Cl'JVb't _New Replacement _Additional Alteration Demolition Description of work: Y L1f>1,�..��+n�'�" U� ��, �" �� RESIDENTIAL COMMERCIAL �`�' Fumace _New Construction _Interior Improvement Air Conditioner _Install Piping _Processed _Air Exchanger _Gas _Exterior HVAC Unit ,_Heat Pump _Under/Above ground Tank (_Install/_Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit(includes$5.00 State Surcharge) � � �> $100.00 Residential New(includes$5.00 State Surcharge) _$ "�" 'iOTAL FEE COMMERCIAL FEES Contract Value$ x.01 $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal =$ Permit Fee *If contract value is LESS than$10,010,Surcharge=$5.00 =� Surcharge* `*If contract value is GREATER than$10,010,Surcharge=Contract Value x$0.0005 ***If the project valuation is over$1 miliion,please call for Surcharge _$ TOTAL FEE 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 �C�CS l� ,��� X �, ��� Applicant's Printed Name Applicant's ignature PERMIT City of Eagan Permit Type:Building Permit Number:EA143241 Date Issued:06/08/2017 Permit Category:ePermit Site Address: 4631 Manor Dr Lot:2 Block: 1 Addition: S Todd Rapp PID:10-65795-01-020 Use: Description: Sub Type:Reroof & Windows/Doors 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. Windows/Doors: If altering the opening size, a framing inspection is required. Valuation: 8,000.00 Fee Summary:BL - Base Fee $8K $162.25 0801.4085 Surcharge - Based on Valuation $8K $4.00 9001.2195 $166.25 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 - Kerry Z Lehr 4631 Manor Dr Eagan MN 55123 (952) 426-8783 Lexington Roofing & Remodeling Inc 976 Hardwood Avenue Shoreview MN 55126 (651) 278-8804 Applicant/Permitee: Signature Issued By: Signature OsweII Enoineerino and Consulting, L.L.C. Serving all aspects of Commercial and Residential Structural Engineering 1901 E Hennepin Avenue #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 Email: Craig.Oswell©oswellec.com www.OSWELLEC.com January 28, 2021 McDonald Construction, Inc. 7601 145th St W Apple Valley, MN 55124 Attention: Teresa St. Amant JAN 28 2021 Subject: Foundation Review - 4631 Manor Drive, Eagan, MN Project# 2020-137 To whom it may concern: At the request of McDonald Construction, Craig Oswell PE of Oswell Engineering and Consulting, L.L.C. performed a visual site visit on 1-28-21 to review the condition of the existing masonry foundation at the above residence which was damaged by fire in July of 2020 and has since been demolished to the foundation. The existing house basement foundation walls consist of 12" thick full 8" high masonry block with a final basement height including the sill plate of approximately 8'. The walkout at the basement rear is likely 8" block with a 6" stem and the garage walls are 8" thick with a 4" stem. The existing anchor bolts vary from 24" to 72" on center with an average of about 48" at the house and 72" at the garage. The top of the basement walls are either grouted solid or are solid blocks, therefore the overall core filling of the foundation could not be determined, however none of the walls were noted to be out -of -plumb or leaning and only a few minor shrinkage cracks were noted throughout the foundation. The foundation walls themselves show no signs of fire damage or other damage from the event itself, which was reportedly caused by a lightning strike on the roof. In my opinion, the existing foundation walls are structurally adequate and can be reused as needed. However, during demolition, the rear end of the left side wall was partially broken off, the stem walls at the front of the garage were broken off, and a few stem blocks around the garage were broken loose, all of which will require corrective repairs as noted below. With the exception of a few bent over anchor bolts at the garage, the existing anchor bolts should be able to be reused. The following items require corrective measures or being addressed as noted: 1. The left rear side wall section that was broken from the walkout elevation to the top of the wall up at a diagonal along the mortar joints over a length of about 9'-4" (see picture below). The block extends below the slab to match the frost depth of the walkout along this entire section of wall. The exterior grade along this wall slopes up and is lower than the current break line. This section of wall is to either be rebuilt to its existing condition or it may be cut and rebuilt to be a lookout style wall. The lookout wall is to be no more than 48" high and extend a length no more than is already broken off (or as grade allows, which is to remain at least 6" below the top of the final top of wall elevation). The new lookout wall does not require vertical reinforcing, but will need new anchor bolts at 48" on center. There was a discussion with the owner of the potential of having a window in the cripple wall above the new lookout wall section. This can be done as desired and the header is not of particular concern due the wall being non - bearing, except there is a beam stacked at each floor that bears on this wall. It is my recommendation that any window(s) placed in this wall be located such that the column for these beams is allowed to run continuous from the dropped beam to the foundation wall and is not supported by the window header. 2. The series of beams noted in item 1 bear in two spots along the rear walkout foundation wall (refer to the architectural drawings by St. Amant Design). These two large PSL columns are to be supported in the basement level as shown on the archs using a catch beam at the left column and a concrete grade beam at the right column as detailed in the architectural drawings and addendums. These details (footings and beams) were designed and provided to the architect as redlines by Oswell Engineering. The concrete for the new footing and grade beam are to be 5000 psi compressive strength and the rebar is to be grade 40 for #4 or smaller bars and grade 60 for larger bars. Page 2 of 4 Project #20.140 3. Any loose or broken stem blocks at the garage or rear walkout are to be repaired or replaced as required, including using cast -in -place concrete if desired. At the front of the garage, the broken off stems on each side of the garage doors (which contain CS-PF portal frames per the lateral design) are to be replaced with 4" minimum thick cast -in -place concrete stems (4000 psi or higher) doweled into the lower existing masonry frost wall with at least (2)#4 vertical bars with 12" embed into grouted cores. The two new anchor bolts in the stem required for the portal frames are to be embedded at least 12" into the new stem/pour. 4. As noted, the existing anchor bolts may be reused if not bent over. Final anchor bolt spacing is to be 48" on average at the basement walls and 72" at the garage and walkout frost walls. There is to also be at least two bolts per sill plate section, with one within 12" of all sill plate section ends. New anchor bolts required to achieve the spacing or replace existing damaged ones are to either be 1/2" diameter standard J type bolts grouted in place or threaded rod drilled in and epoxy grouted into grouted cores, expect that all new bolts at the existing 4" thick garage stem are to be drilled in type. The new bolts are to have at least 7" embedment and be placed at least 3" from the edge of the basement walls (2.5" from the edge of the sill) and 2" from the edge of the frost/lookout walls and their sills. Bolts at the basement walls are to have 1/8" thick x 2" round/square washers, while the lookout/frost walls may have standard washers. 5. The floor trusses for the main floor are to be fastened to the sill plate atop the basement walls using a Simpson or equal A34 clip on each side. Floor blocking at the non -bearing walls is to be placed at no more than 48" on center installed per the Code or other standardized design drawings. 6. At least the top three courses of the existing block wall are to be grouted solid for at least three vertical cores at all girder and PSL column bearing locations. Refer to the archs for more information. AU grout is to be 3000 psi minimum compressive strength. The observations and opinions made in this report are based on my professional engineering experience and judgment, as well as the visual site visit. All work is to be performed in accordance with this report, the architectural drawings, and the lateral brace wall drawings prepared by Oswell Engineering, as well as the Code, standard industry practice, and all manufacturer requirements. The review is limited to the specific structural items noted only. 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. If you have any questions or require further assistance, please contact me. Craig Oswell, PE MN Registration #42341 Page 3 of 4 Project #20.140 i!ti , McDONALD CONSTRUCTION 952-432-7601 CO# 210128-1 LEHR CIRCLE TRADES TO RECEIVE EXCAVATOR CONCRETE TRUSSES LUMBER WINDOW SIDING STONE/BRICK FRAMER ELECTRICAL PLUMBING HVAC INSULATION DRYWALL TRIMMER MILLWORK PAINTER CABINETS TILE CARPET WOOD FLOOR GRANITE VANITY TOPS FIREPLACE GLASS LOW VOLTAGE CLOSETS FIELD PLAN CHANGE NAME: LEHR ADDRESS:4631 MANOR DRIVE: CITY: EAGAN DATE: 1 /28/21 REPLACE POINT BEARING (PREVIOUSLY SHOWN AS 4'X4'X1' PAD FOOTINGS) WITH SPREAD FOOTINGS DESIGNED BY OSWELL ENGINEERING SHOWN BELOW: 1. CORNER POINT LOAD TO SPREAD AS SHOWN BELOW 2. POINT LOAD IN LOWER BEDROOM TO SPREAD WITH GRADE BEAM- SEE SHEET 2 OF THIS FIELD CHANGE FOR ENGINEERING DETAIL J FTG. SYSTEM INSTALLED PER 2 SPECS (2 TOTAL) 51 GJU x . '-O O � a0 2X6 EXT. WALLS U.N.O. 2X4 INT. WALLS U.N.O. HEADER SPANS. UP TO 4'-11" = 1 TRIMMER 5'-0" AND BIGGER = 2 TRIMMERS UNLESS NOTED OTHERWISE • INDICATES LOCATION OF SOLID BRG. NOTE: ALL DRS/ N 4" ON SIDE 71 23'-6" T-0" OPEN a l (DR) x 6'-3" _ 14'-9" NOTE: TRUSSES DESIGNED FOR 24" CANT ABOVE---..., rFUTURE DECK II m II FX 8050 @ T HT. a OR ABV. ILL 2-9 1/2" LSL t---- 31/2 X 51 4" P$L ll( TO REPLACE _ _ _ ON 2$.28312 BRED WALL CONC. FOOTING II GRADE TAM ---- PER ENGIN ERING t II 3050 FOR ABV. TYP F D gp WALKOU- 2X6 S1JDS 16" O.C. EXIST.BLK. FDN. II Pi h/l0 l_IDf THE BUYER UNDERSTANDS THE COSTS OF CHANGES MAY BE MORE THAN ORIGINALLY QUOTED AND THE BUILDER CANNOT GUARANTEE ALL CHANGES WILL BE MADE DUE TO UNFORESEEN CIRCUMSTANCES. CUSTOMER APROVAL: DATE: ESTIMATOR: DATE: ~ OsweUEngineering and Consulting, LLC. Project Name: 1901EHennepin Minneapolis, Phone:612'J2D-N63S Fmx:G12'880-29OG wmmv�mowa|mo.o . Page: Ave, N201 MN55413 | ot - . ' ` ^- ' Projmot# Z^-) //f 0 ^~ Client Name: m,��W � Description: ^ ~~ Site Address: Vho**u`j ` � | - / | | | --T--- -[-�-�--[--' '---- -------- ---'--'--T--� -------T-' --- | -^-- - -----r-----'�-f----T-- -�-�-----�-- --^---------- - ----'--------- | T7 � ------- -----''—|-- ! --�- � -�--r- -- IA - IF Af PERMIT City of Eagan Permit Type:Building Permit Number:EA167380 Date Issued:03/11/2021 Permit Category:ePermit Site Address: 4631 Manor Dr Lot:2 Block: 1 Addition: S Todd Rapp PID:10-65795-01-020 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 - Kerry Z Lehr 4631 Manor Dr Eagan MN 55123 Fireside Hearth & Home 2700 Fairview Ave N Roseville MN 55113 (651) 633-2561 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA167584 Date Issued:03/23/2021 Permit Category:ePermit Site Address: 4631 Manor Dr Lot:2 Block: 1 Addition: S Todd Rapp PID:10-65795-01-020 Use: Description: Sub Type:Residential Work Type:New Description:Garage Heater Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) 210-0754. 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 - Kerry Z Lehr 4631 Manor Dr Eagan MN 55123 Air Mechanical 16411 Aberdeen St NE Ham Lake MN 55304 (763) 434-7747 Applicant/Permitee: Signature Issued By: Signature