The URL can be used to link to this page

690 Bridle Ridge Rd í þ ü ÿÿþ ÿÿ þýýü ûþþÿÿòíþ þþ ó íð ÿø ý ù÷é á ýüûú ù üûúù÷é ø÷éóúÿô úý áýáííñýúÿû Û Üýÿ ì ôú âôääô Üý ô ÿ ôæ ÿ ÷÷úþÿ ÿô ÿ úæáÿ ÿúÿ ÿÿæ áÿ ôã ÿ Üý ûÿ÷ ÿôûäôæ ÿìçòçååæîåæíåî ÷û ý äÿ ÿÚÿýÿçòçæîæî Úÿýÿþæ öô øóù úúÿ ÞÿÙù÷ê óäÿ ý íïîöÿú÷ âð óó ý ÿÿöøîî öÿú÷öøîî ëðîèïïíåíîî ä ûÿ÷äÿäÿâ ÿäÿúúÿÿÿäÿä ôÿ ÿÿ ôúû÷äÿÿúúÿ ÿ öÿ ÿýÿáû ÿÿñ ÿæ úúÿé ô ÿý ýû ÿý City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 690 Bridle Ridge Rd Lot: 2 Block: 2 Addition: Bridle Ridge 1st PID:10- 14996 - 020 -02 Use: Description: Sub Type: e - Fixtures Work Type: New Description: Main Floor Meter Size Meter Type Comments: Fee Summary: Contractor: Alberts Plumbing, AJ 2615 Tower Dr Woodbury MN 55125 (651) 738 -0580 Alberta Jim 2615 Tower Drive Woodbury, MN 55125 PL - Permit Fee (miscellaneous) Surcharge -Fixed Total: Manufacturer Applicant/Permitee: Signature PERMIT City of Eaan - Applicant - Permit Type: Permit Number: Date Issued: Permit Category: Serial Number Remote Number Owner: Richard A Dusek 690 Bridle Ridge Rd Eagan MN 55123 $50.00 0801.4087 $0.50 9001.2195 $50.50 Issued By: Signature Plumbing EA083282 05/30/2008 ePermit Line Size I hereby acknowledge that I have read this application and state that the informa of Minnesota Statutes and City of Eagan Ordinances. on is correct and agree to comply h all applicable State öëö ÿÿ ÿ þýý ûûü úýýî õ ääà þýö þýüûúùîý Ý ò ûúùöø ùîý Ý ò Þý ù ô ïý ô ëýü ã ÿþ ù ÿáäß ý ã ôîáõùô ßæêê õú þý ë îèæêäêä ôïóï öòñ ùù ÜÛõúýôü Ýó õë ý ó ëøúñàä õ õ ý ìãöññ ãöñ áäßà ë üúø ë ëì ë ùù ëëé ô ôùúøëùùüþ éã þý òúé í ê ùù÷ ôþ ý ýúþ ý (gtrttf irate nf (Orru?aury Citp of (Eagan Erpttr#mrtt# of Wui[dhtg Jmiprrtiotc This Cerrifuate issued pursuant 1o ihe requiremenls of Section 306 of [he U?riform Building Cade cerYifying that at the lime vf ixsuanoe thisstructrue was in compliance wiih the various ardinarrces of the Qiry regulaling bur7ding consrdruclion or use For lhe follawing. vKa.m? SF IWG'ifGAR f smg.B=Mit xa. IA313 powpear.yType _LJ/PiI z..;,DiSliiGt ry/M TraCoeut Yll Owoer oF Bwldicg ImYIm5 IM A4d= 1945 RAR47.IFT' CT.. F?' 1N POST tN A CONSPICUOUS PLACE SEWER &`WATER PERMIT CITY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 I DATE Jilr?" 25, 1991 OFFICE USE ONLY METER #OY4 Va Ya! PERMIT DATE 6125jtj CHlP # 6'17 e 94 0 ? PERMIT # 12085 METER SIZE!?t>PU? B.P. RECEIPT # C14141 1SSUE DATE B.P. RECEIPT DATE 6/ 2 5/ ta Y. X3' PRV - BOOSTER PUMP SITE ADDRESS 690 BR.l,DLE t?IUGE ROAD LOT BLOCK 2 SEC/SUB BRIR'Lr RI^GE 15"f APPLICANT: THOMAS HOF1ES annRF.qq. 7.995 RAtVNCLl?:' ??T ? CITY, STATE EA? Atl ZiP 55122 PHONE: 456-0659 PLUMBER: THUMPSON PLtiM,:BIiVC 5001 iti±TKA 1.190 RD ADDRESS: GITY, STATE ?ITKA z1P ` 5'':4 5 PHONE: 933-7717 OWNER: _ SANlE A.: ADDRESS:_ CITY, STATE PHONE: - ZIP _ VORKING DAYS FOR PRQCE$S ACT ENGINEERING DEPT. PERMIT REQUESTED y' SEWER ?`? WATER _. TAPS - COMM/IND ? RESIDENTIAL X_ NEW - EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Gredit WILL NOT be given for Deduct Meters. / A, 1°'"T n,, & .i •?;.j ? I ,1/ 41; ?:.SyS 1 AG'REE TO COMOLY V111T"ITY OF WHEN METER ISSUED 454-5220 FOR INSPECTIONS. FOR STOFiM + . . -ow R ; CITY OF EAGAN I ?y , ? { - 3830 Pilot Knob Road, P.D. Box 21-199, Eagan, MN 55121 . J 4.W?91 ??1 j n I 'Y? ? BUILDING PHONE: 454-8100 PERMIT Receipt # j Tobeusedfor SF t?iIG,/GAR Est.Value $174w000 Date JuWZ xy , 19 91 - Site Address 690 DRl OLE R1DGE ROAD ? ' Lot 2 Block 2 Sec/Sub. BR1I?L$ AIE?E OFFICE USE ONLY P2rC81 N0, Occupancy R=3-, m"t FE ES ? ?M K?? zoniny P1LBr-1 # 899.40 ' W Name (Actuaq Const {/A_ Bldg. Permit ? ; Address 1995 RA NlACL1FF CT #200 (Allowable) Vfi____ 87.00 0 City ?GAN Phone 456-0659 # of Stories _ Surcharge ??'? Length"""? ? Plan Review , z? Narne SAMB Depth ?.- SAC, City ??`? Uq Address S.F.Tofal _ } ?j?Q.? ' ? Gity Phone S.F. Footprints _ sac, nnewcc , 660.00 ? ¢ ?` On Site Sewage _ Water Conn U W w Name . On $ite Well _ 95+? ?? - AddCBSS " MWCCSystem ?- Waler Meter ?.QQ a W City Phone City Water ?_ Acct. Deposit 3o•oo i ? PRV RaqUired S/W Permii I hereby acknowlege that I have read ihis application and state that ihe Booster.Pump - SiW S h 050 information is correct and agree to comply with ali applicable State of urc arge Minnesota Statutes and City of.E an Ordinances. Treatment PI a7b.? 5ignature of Permitee ?? {y ???- APPROVALS qoad Unit 370.00 , A Building Per ?t is issued lo: T? H?8 Pla"?r - k D P d on the express?ondiiion that all w ork shall be done in accordance with all ?uncil -- ar e . applicable State of Minnesota S a tutes?ta;Ind Ciiy of E? ?n Ordi ances. Bldg. Otf. Capies 8uilding Official Variance - TOTAL ;3,76I. 50 - -O __ _ - _. -- - - _ - _? PermR No. Permit Holder Oate Telephone # WATER ??OSS G??? SEWER PLUMBING H_vA.C. 73d y? ?3?I?s? ELEC,RIC Inspection Date Insp. Comments Footings I Foundation Framing Roofing S- DC' Rough Pibg. Rough Htg. QI ; Te S r??ll?. ?r'?!9 isui. Fireplace Final Nt9• ?- ? 0 /? Orstat Test ?t Final Pibg. Plbg. Inspeclor - Notify Plumber ConsL Meter - -9./ EngrJPian Bidg. Final _ 7-0- ? Deck Ftg. Dedc Final Well Pr. Disp. trr ndaress: yqp gRTTN.F RDGE r?p Lot 2 Blk 2 Sec/Sub ARTni.F. gIDM These items were/were not complete at the time of the final inspection. 9/20/91 Yes Na Final grade (6" from sid3ng) V Permanent steps - garage ? Pexmanent steps - main entry Permanent driveway ? Permanent gas ? Sod/seeded grass ? Trail/curb damaga Porch Basement finish ? 0j4 Deck Please verify with the builder the removal of roof test caps from the plumbing system and the shut-off of water supply to the outside lawn faucet before freaze potential axists. ? ?cmEOwrtn White - City copy Yellow - Resident copy Pink - Contractor copy 6517315152 MRY-5-2008 10:03A FROM:MICHREL LEE REMODELI 6517315152 -is MICHAEL i.FF DEH16N • REMODEL 731 BMr FnsuEELG DRNE, SUTTE 108, WOODBURY bN 55125 T0:6755694 FACSTMILE TRANSMITTAL HEET TO: • FROM: COMP . PHOFJE:651-71-2345 ?. /! A n FAXNUMBLR ?r ^ f?s_5FAX:651-731.S15Z ? b PHONE NUMBRR DATE: 5 ? RE: PAGES II3CLUAING COVER n NOTES/COhiMENTS: 4 -Uqe1fd. T 21.6K P.1/17 P MRY-5-2008 10:04R FROM:MICHAEL LEE REMODELI 6517315152 T0:6755694 ? P.2/17 oRawiNG ruDex StA - S1B - SiC - S1D - S1E - ? S2A - ? S2B - O S2C - O S2Q - O S2E - ? S2F - ? S8A - p S38 - p S4A - E3 5d6 - [3 S5A - ? SSB - D S5C- ? SSD - ? S6A - p S68 - ? S7 - O S8 - INDEI( $ CERTIFIGATlON 8COPE & MATERIAL3 GENERALNOTES GENERAL NOTES (CONTINU.ED) REINfORCING BAR SUBSTI7UTION 8 FT HIGH FOUNDATION WALL FOR 8 FT Hl6H FOUNDATION WAL.L FOR 8 FT HIGH FdUNDATFON WALL FOR 9 FT 111GH FOUNDATION WALL FOR 9 FT HIGH FOUNDATION WALL FOR S FT HIGH FOUNDATION WALL FOR JOIST BEARING DETAIL TRUSS BEARING DETAIL JOIST BLOCKING DETAIL TRUSS BLOCKING DETAIL LOOKdUTlGARDEN WALL DETAIL RESIDENTIAL FRO$T WALL DETAIL REAR GARAGE WALL DETAIL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and thal 1 am a duly LiCensed Professional Engineer under the laws of the States oE Minnesota & Wisconsin. Prini Name: CRAIG L. OSWELL Signed: Date: 07/01/06 MN License Number: 42341 WI License Number. E-37911 TOWNHQUSE COMMON WALL DETAIL JUMP STHP FOOTIN(3 DETAIL CONTINUOUS STEP FOOTfNG DETAIL WINDOW WELL DETAIL BRICK IEDGE DETAIL ? . Mpwetl6Y CrnboswW QM Slab??ZlVCade' BFmm t tl Et & FOOTING TABLES 2006 MASTER CAST-IN-PLACE CONCRETE ANDERSON CONCRETE FORiAAING FOUNDATION DRAWINGS 2010 NOFITHWOOD DRIVE NORTH ST. PAUL, MN 5510j&1A INDEX 8 CERTIFICATION Pnone: (851) 7840Z28 Faz: (651) 77016367 ?l????m JOBBREINFOflWnM1 R.W. OeR On Ila 1NMli0be.Nn11YldB%21 {?1WNIB60YlE1'qMWIWYJO? PKaw' M83)1.$500 Fu T67.F1146B OYne? BumuV-bEWibaispo Ilmwpo4 9uniab W W: NM.1k1l19.COm SbeN /?M?aa ' '?engineers ' cnx?weer...w. a?m SAND (GROUP I) SOIL SANDY CLAY (GROUP IF) SOII. CLAY (f3ROUP 111) SOIL SAND (GROl1P f) SOIL SANDY CLAY (GROUP Ili) $OIL CLAY (GROUP fll) SOlL cQ COPYRIGHT ULTEIG ENGINEERS INC. 2008 MRY-5-2008 19:04R FROM:MICHREL LEE REMODELI 6517315152 T0:6755694 P.3/17 DR^WlNd $COPE 8 USE GUIDELlNES SCOPE -OF WORK TNESE YEAR 2606 CAST-IM-PLACE (C.I.P.) CONCRETE FOUNOATION DRAWINGS, COkS1rwTING OP S•1 7HRO18G11 S-B ANO DATED 1-1-06, ARE PREPARED BY UL7ElG ENGINEERS, IfJC. 7HESE D6tAWINGS CONTAiN' STRUCTURAL DESIGN INFORMATION AND DETAlLS TO BE USED IN THE CONS712UCTION OP CAST-IN•PLACE CONCRETE FOUNQATIONS FOR VARtMUS C4ND1TlONS COMMON WITHIN THE RESiDEt3TIAL MARKE'f ONLY. THE INFaRdIIATION IS INTENDED FOR THE CONCRETE CONTRACT4R, AS WELL AS TNE (3ENERAL CONTRACTOR AND TkE FRAMING CONTRACTOR. THESE IDRAWINGS ARE CElBTIFIED AND PREPARED TO THE REQUIREMENTS dF THE IN7ERW.ATIONAL RESIDENTFd4L CODE (IRC), AS WHLL AS THOSE OF THE MINNESQTA AND WISCONSIN STATE BULfiDiNG CODES. THESE DRAWINGS ARE VALID THROUGH DECEMBER 31, 2006. TFIESE DRAWINGS ARE LICETISED 7HROUGH AN AGREEMENT BETWEEN ULTEIG AND THE LICENSEE MOTED IN TiNE TITLE BLOCK BELOW. THESE DRAWINGS ARE TO BE USED SrOLELY FOR PROJECTS IN WHICH THE LiCENSEE IS DiRECTLY RE8PONSIBLE. TIiESE DftAWINGS MAY BE RELEASED BY THE LICENSEE TO ITS AGENT8, SUB- CONTRdACTOR3, AND CLIEAdTS FOR THE USE IN PROCUREMENT OF BUILdING PERMIrS ONLY. ALL OTHEfB USES ARE PROHIBiTED. USE Gl9ADELINES FOR EACH PRpJECT, THE fl.ICEAISEE IS TO INDICATE THE APPLiCABLE SHEETS OF THE DRtAWIWGS ON THE IWDEX SHEET AND THEN SUBMIT THEM WITH THE FULL CONSTRUCTION DOCUMEW'f PACKAGE TO THE APPROPRIATE CITY BUILDING DEPARTMENT AT THE TIME OF PERMIT APPtICAT10N OR IN ACCORDANCE WlTH AN AL7ERlYATIVE METHOD APPdtOVED BY THE C17Y. THE GITY BUlLDING INSPECTIONS DEPARTMENT WILL REVIEW THE DRAWINGS AND USE TNEM DURING FOUNDATION 1NSPEGTIONS TO ENSURE COOMPLIANCE. ThIESE bRAWINGS ARE PRIIIdARiLY APPLICABI.E TO THE FOLIOWING CONDITIONS: 1. elASEAAENT WALLS NINE FEET OR LESS IN CLEAR HEIGHT 2. OVERALL BUILDING HEIGHT NOT EXCEEDiNG TWO STORIES PLUS A BASEMENT 3. ROOF SPANS PIOT EXCEEDING FORTY FEET GLEAR 4. FLOOR SPANS N07 E7CCEEDING TWENTY fEET CLEAR 5. 1R100D JOIS7, LUMBE[R, OR TRUSS FLOOR AND ROOF SYSTEMS 6. CANTILEVERED CONCRETE WALLS NOT EXCEEDING FOUR FEET IN HEIGHT SPECIIPL CON&IDERATIOK AND DESIGN MAY BE RE61UiRED FOR CONDITION$ BEYOND THESE LIMITS. O 2006 MA ai'EH CAST-IN-PLACE CONGRETE ANDERSON CONmw FQUNQA?lON DR/AWIMGS 2010 NQR7HWOOD ORNE N551D8 score a iwoex arwoe: (ssiJ rea-ozza ? STalFreabrlrre9rYr]ae .10B6irE01fO?u110N d m WneepWb.Mn? BtRI Ibb?Mqaw9MOrowmml PImB: )&1511?OOD Fu: ]pdfl.ItN bYiw' &In? - Mallis-.F?- YYwpoh •Sba FW ' Wen vwr.WNW? 6tr?eIMlqN? aengqneers o,.?4? .,?? Cm,?._??_ ?, S-1 B ev ?w? ?nr?b 0 COPYp 3H4`ULTEIG ENCa1NEERS INC. 2005 MAY-5-2008 10:05R FROM:MICHAEL LEE REMODELI 6517315152 T0:6755694 P.4/17 GENERAL STRUCTURAL NOTES GENERAL 7. WALLS MRE NOT TO BE BACKFILLED UNTIL THE CONCRETE HAS REACHED A COMPRESSIVE STRENOTH BUFFICIEHT TO BUPPORT ALL DE816N LOADS. JIDECAUTE SMORING, A8 RECUIRED, i8 THE RESPON81BILiTY OF THE CONTRACTOR. 2. UNLEBS SUPPORTED BY ADEGUATE TEMPORARY SHORIN6, AtL UN9ALANCED WALL CONDITIONS ARE TO BE LATERALLV SUPPORTED AT B07N THE POP ANO BOTTOM BY FINAL FLOqR CONSTRl9CTION. 3. STRIP FOOTINOS MAY BE PlACEO AT AN ELEVATFON LOWER THAN BNOWN IN THE DETAILS PROVIDEO ADEGUATE FROST COV6R iS MET. 4. FOOTIN6 S12@6 NOTED ARE MINIMUMS BA6ED ON AN A88YME0 NET BEARINO CAPACITV OP 2000 PSi. THE ACTUAL BEARING GAPACITY 18 TO BE OETBRMINED'OR VERIFIED BV OTHERB. S. THE CENEER OF FOOTING8 MAV BE OFPSET A MAXIMUMI OF 1' FROM THE CBNTER OF THE WALL AND THE EDGE OF THE FOO71Na8 IS TO EXTEND A MINIMUM OP 2" BEYOND EACH FACE OF THE WALL BEFORE SPECIAL REVIEW IS REQUIREp. ' 8. Sl0?! 61RADH AWAY fROM WALLS A MINIMUhI OF 8' WITXIN THE FIRST TEN FEET OR PROVIOE ADEOUAY-E'DRAINS OR SWALEB TO ENBURE SUFFICIEN7ORAfINAGE AWAV FROM THE BTRUCTURE. 7. ORAIN TqLE, OAMP•PROOFIN6 OR WATBR-PQOOFING, AND INSULATION, AB WELI AB THEIR IN8TALLATION, ARE TO BE IN ACCORDANCE WITH THE COOE BV OTHERS. CONCRETE t. ALL WAIL WIOTH6 SHOWN qRE NOMINAL DIMEN810N5, UNlE98 NOTED OTMERWIBE. 2. THE CONIIRACTOR 18 TO INSTALL CONTROL JOINTS A8 REG191RE0 TO R8DUC8 NORMAL SHRINKAOE CRACKIN6`s. 3. PROVIDE MATCHINO HOOK BAR9 ROR ALl MORIZONTAL BARS AT Atl WALI CORNER8 AND INTERBECTIONB. HOR120NTAL WALI REINPORCINO CAM 8E PLAGED ANYWNERE WITXIN IN THE WIDTX OF THE WALL, PROVIOBD MINIMUM COOE COVER REC'171REb1ENT8 ARE MEt. lAP ALL HOOKS AND HORIRONTAL BARS PER NOTE S. 4. REINfORCIN6 BARS MAY BE BUNDLED UP TO A MAXIIAUN OF THREE BARS. 8. BAR OVFJRlAPB DO NOT NEED TO BE TIEO PROVIOED THEIR CENTERLIN88 ARB WITHIN T" OF EACM OTMER. pLL BAR SPLICE6 ARE TO BE A MINIMUM OF 30 BAR DIAMETERB FCR ORACE 40 STEBL AND 46 BAR OUAMETERS FOR GRADE 80 STEEL. 8. PLACE BARB SUCH THAT TNEIR FINAI POSITION IS WITMIN 0.0' OP THAT SHOWN IN THE D@TAlLB. TYINO OF BARS IN PLACE 18 NOT REQUIRED PROVIDED SUFPbCIENT CARE IS TAKEN TO ENSURE THE 9AR8 00 'NOT MOVE OUT OF TOLERANCE WITN RE6PECT TO BOTN POSITIDN AND CODE COVER. 7. UNLESS U/OTED OTXERWI9E, DOWEL6 MAY BE DRILLED IM AND ORQUTED AFTER THE WALL IS PLACED. pOWBLS DO NOT NEED TO 9E TIBD TO THE VERTtCAL STEEL. 8. KEYWAY CONNECTIONS BBTWEEN THE STRIP FOOTIN3 ANO THE WALL MAY BE LOCATED ANYWNERE WITHIN THE WIDTN OP THE WALL. 8. V£RTICAL 9AR8 MAY BE DRILLED AND EMBHDDED INTO THE STRIP FDOTING IN LIBU OF DOWELB. EMBED THE VBRTICAL BARS A MINIMUM OF S" INTO THE FOOTiNO. 70. THE BOWD EETWEEN TXECONCRETE AND BTEEI BARS USED IN THES@ ORAW186S WILI NOT BE APPRECII181Y REDUCHD IF PORN OIL 18 PRESENT ON THE REINRORCING BARS, UNL888 NOTED OTHERWiBE. THE PRESENC6 OF iQRM OIL ON THE COWELS IN aETAIL S-5A BNOULD BE KBPT TO A MINIMUM_ 2006 MASTER GA3T•IN-PLACE CONCRETE AWDERSON CONCRETE FORMINCW FOUNDATION DRAWINGS 2010 N08iiHWOOD DRIVE kORTH 5T. PAUL, MN 5QENERAL NOTES Plane: (851) 7B4-OR28 Fex: (651) 7MS957 6QO?EWAMeRaed 4R?10? JOBBITEMPoPW1TqM RNYIm OIM YmrowY.MOaaool? R?2i Pbm: 1EASi/.iLW itif t!]Sil S1M BYnYeY - MMW.w•hpo' ?YrMY?4'W.b?engmeers m..?w ,A.o.? wa.d r?.e.. 7Lam ?..m...emC.weoerr ?' S1m ?=bCab?? Bnwc f? m... p COPVRIGHT ULTEIG ENGINEERS INC. 2006 MRY-5-2008 10:05Fa FROM:MICHREL LEE REMODELI 6517315152 T0:6755694 P.5/17 CONNECTIONS 7. ALl 81L1 PLATES ARE TO BE ATTACMED TO THE WALLS WITN A MINIMIIM OF TWO ANCHOR9 PER BILL SECTION. ALL BECTIONB ARE TU HAVf AN ANCMOR WITHIN 4" TO 12" Of EACN END. AN ANCHOR k9 TO BE PLACED AT ALL WALL CORNERS ANO INTEq8ECT10NS ON WALlB MORE THAN TWO FEET IN LEN6TH. WALLS TWO FEET OR.LE88 IN 4EN6TH REQUIRE A MINIMUM OF ONE ANCNOR. BHEAR WALLS 6Y OTMERB MAY REQUIRE ADDITIONAL ANCHORAOE. 7. SILL PLATES ARE NOT REQU{RED TO BE TREATED IN ACCORPANCE WITH IRC SECTION af]. ULTE10 RECOMMEND8 IN87ALLINO A pROTECTION BARRIER BETWEEN THE SILL ANU THE COMCRETE. 3. FLOOR MEMBERB ARE TO BEAR A MINIMl1N OF 3.5' ON TifE SILL PLATE. IN9TALL CONTINUOUB RIM BOARD, BLOCKING, AND CONNECTORB A8 8HOWN 4N DETAILB 83 AND 81. ANCHOR BOLTB MUBT BE A MINIMUM OF 2,5' FROM EACX EDGE OF BOTN THE SIIL AND THE CONCRETE WALL. INCREASE THE SILL PLATE 812E AS REOIIIRED TO MEET TNESE LIMITS AND THE REQUtREMENTB OF THE ENER6Y CODE. 1. ANCNOR BOLTS O.S" OR LAROER IN DIAMETER 00 NOT NEED TO BE 6ALVANI2ED OR OTMERWIBE PROTECTED FROM CORROSION IN ACCORDANCE WITH IRC BECTION R327.3. ALL FAETENERO AND PREMANUFACTURED AAETAL COOINECTORB Ili CONTACT WITH T0.EATEU LUMBER ARE TO NEET ALt APPLlCABIE CORROSION PROTECTION REQYIREMENTB. S. MA81S STRAP ANCHORS MAV BE 8UBSTITUTED WITH SIMPSON MAB, U9P FA1, U8P FA9, 0.5" DIAMETER EXPANSION ANC110R8 (8" MINIMIIM EMBEDMENT) OR 0.4" OfAMETER SELF-CUTTIN6 ANCkORS (SINPSON TITEN MD, POWER GASTEN£RS WED(;E•80Li, OR EQUIVALENT W17H A MINIMUM OF d" EMBEpNENTI AT THE BAYE SPACING NOTED IN THE DETAll9. .ANCH01! BOLT6 MAY 88 8UB8TtTUTED WITH 0.5' DIAMETER TMRFADEO ROO DRILLED IN AND EPO%Y GROUTED 80LID (4" MINIMUM EMBBDMENT) AT TME 9AME 8PACIN6 NOTED IN THE DETAILB. COLD WEATHER CONCRETING GUIDELINES 1. THE CONTRACTOR IS TO WORK WITN 7HEtR CONCRETQ BUPPLIER TO OBTAIN A MIX WNICH WILL ADEqUATEIY PERiORM UNDER THE E1fPEGTED CONSTRYCTION CONDITIONB. THE USE OF ADDITIONAL CEMENT, M{GH-EARLY STRENGTH CONCRETE, ANOION ACCEIORATOR 18 RECOIIAMENDED AT TEMPERATUREB LE88 THAN TWENTY DEQREES F. 2. DEIIVER THE CONCRETE TO THE SITE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLIER IN THE DAV, IF P08916LE. , a. 00 NOT ApD EXCE881VE WATER TO TME GONCRETE. THE USE OF WATER•REDUCINO AGENTS IB RECOMMENOEfl WHEN WORKABILITY IS OF CONCERN. 4. WALL BLANKET8, OR OTNER ACCEVTIBLE MEAN8 OF PROTECTION. ARE HIOHLY RECOMMEIIDED. OVER THE TOP 24" OF THE WALI, WHEN THE AtR TEYPERATURE IS,LEBS THAN ZERO OEOREES F. S. NO CONCRETE IB TO BE PLACED O!1 SNOW OR IN CONTACT WITH FR02EN MATBRtALB. 6. REBAR DOES NOT NEED 70 BE PRE-HEATED, BUT IS t0 BE FItEE OF FR08T, 9NOW, AND ICE AT THE TIM! OF CONCRETE PLACEMENT. 2006 MASTER CAST-IN-PLACE CONCRETE ANDERSON CONCRETE FORMING FdUNDATION DRAWINGS 2010 NORTHWOOD DRNE NDR7H ST. PAUI, L0155108 GENERAL NOTES Phane: (651) 784-0M Fax: (861) 7703367 S201 EauRMaPoN&ft]OB JOB611EW(qiAMTIOM R.W. Dn Dne Im I.Emeap?.YmNala 501ai ImMN.awMr.? pero7t9.371,7bao Fn: ]61511.118e ?r: 9eera ? wn IeYn • Pwo ? wmayeb - sYYe ra 1MeE: ? Jhqtan SbetlAdbm: Evengineerc N,,a,,.,,,?,,,, ??? [?-1 D ?a..,...?,,. ? W,.?,.,_.m. ?7 ?mWft, ??? qy 6uIx?Z10CeEa? p?y? ? d 9f 9) COPVRIGNT ULTEIG ENGINEERS INC. 2006 MRY-5-z008 10:06A FROM:MICHREL LEE REMODELI 6517315152 T0:6755694 P.6/17 REINFORCING BAR AREA SUBSTITUTION TABLE (2) 44 EOUALS <I> #6 (3) 44 EQUALS (2) 45 C3) 45 EQUAL.S C2> 46 SUBSTITUTED BARS MUST HAVE EAUAL STEEL STRENGTH C?NCRETE STRIP FDOTING TABLE STRUCTURE HEIGHT FULL HEIGHT BRICK VENEER FOOTING S1ZE f FLODR SYSTEM + ROOF NO 16" x S" I FLO[]R SYSTEM + RdOF YES 18 x 8" 2 FLODT SYSTEMS,+ Ii1313F NO 20".x 8" 2 FLDDR SYSTEMS + ROOF YES 22" x 8" NQTES; 1, A FLOOR SYSTEM PERTAINS TO WOOD TRUSSES, JOISTS, OR LUMHER SPANNING A MAXIMUM OF 20 FEET, 2. A ROOF PERTAiNS TU WOEID TRUSSES SPANNING A MAXIMUM OF 40 FEE7. HONUS Rl]OMS ARE TU BE CONSiDERED A FLOOR SYSTEM, 3. VENEER MAY BE UP TO A MAXiMUM OF 20 FEET IN HEIGNT. VENEER NAY BE BRICK UR STONE, BUT MUST NOT BE MORE THAN 4 INCHES tH1CK. 4. ALL FOOTING SIZES SHOWN MAY HAVE UP TO SIX fEET OF VENEER. 5. FODTtNGS S1ZES SHOWN ARE LABELED AS 'WIDTN' x'LENGTH' x CONTINUOUS 6. ALL FUOTlNGS S1ZES ARE BASED ON AN ASSUMED ALLOWABLE SOIL BEARING CAPACtTY OF 2000 PSF. INCREASE FOOTING WIDTH AS REQUIRED FOR SPANS AND CUNDITtONS VARYING FROM THESE ASSUMPTIONS. 2008 MASTER CAS7-IN-PLACE CONCRETE ANDERSON CONCRETE FORMINQ FOUNDA7ION DRAWINGS 2010 NORTFMIOOD DRNE N6RTH ST. PAUL. MN 66109 REINFORCINCi BAR 3UBSTIMION 6 FOOTIN(i TABLES Ptrone: (851) 7840228 Fax: (861) 7705957 samE.dnewwra8w?oi .bBBrtEINFpWh'fbN RM?w? P? m Iin?e;db.?WICOr 5121 IIDbPS00N Wli?M?Y1b) PMm: T61Sl1.?50D Fo•'l6151? ?iM dnr Bloouk.0?bo1 ttlw . Faqe • ?"Sbu? iM Web: YiwuNpmn BMM?ltlf?: W-engineers T??„ S-? E w?erx.eur uwnn?. ow. „M•?.,.?• NPa'bBY' GrY0mw61 ?bl 6uu-?,?71VGOtle.?? Sh?e 6 el af COPYRIGHC ULTEIG ENGINEERS iNC. 2006 MRY-5-2008 10:06R FROM:MICHREL LEE REMODELI 6517315152 T0:6755694 P.7/17 NOTES; 1, SEE S1 FflR NEITES & CONSTRUCTIOM GUIDELINES. 3¢"O x 30" L[JNG ANCHOR BOLTS w/NUT 6 HEAVY DUTY WASHER- 8 72" D.C. (7" M1N. EMBED) OR S1MPSON MAB15 2 60" D.C. OR APPRdVED EQUAL 2 x 6 MtN. WUOD SILL PLATE SLOPE GRADE AWAY FROM FOUNDATIpN--_? C3) "4 BARS b 4 % 2'_0" nnwELs e 72" D.C. <5" EMBED> ? a WOOD FLOOR SYSTEM HY OTHERS • ``FLOOR CpNNECTI13N •^° SEE SHEET S3 0 e . d e S" MIN. CNO VERTICAL REINFORCING REQUIRED> c r FLOOR SLAB . !t a s O 1 m TRACTat OPTtpN; •? t •° C2) 44 HOR1Z. BARS MAY CONCRETE STRIP BE PLACED IN FOO7iNG IN FOOTING LIEU OF (2) L13WEST #4 SEE SHEET S]E SECTI?N HORIZ. BARS IN WALL 100% GRANULAR BACKFILL CGROUP I> EQUIVALENT FLU1D PRESSURE (7.0)= 30 PCF 2008 MASTER CAST-IN-PLACE CONCRETE I ANpERSON CONCRETE FORMING FOUNDATION ORAWINGS 2010 NORTHWOOD DRIVE t?Rlli 5T. PAUL, ?nN ssioe 8 FT HIGM FOUNDATION WALL FOR SAND (GROUP I) SOIL Phone: (861) 784-0228 Fax: (861) 770-6367 9Y01 PaHPMU fle0tl 3id1170B Wmrp? .r.eNaa ss1t1 %ne• 783671'1500 FdT]W 6)1.IIBB BheisA.Ono1 Wn. i`W MYneyo?b Eba FW 1Neu: wn.WalpNmin engineers ,,,,,,BrTw ?w cn.awar 7?nnw AOq?81" GYb? aae erts msaa.uTwr+ Irob nw w Mwmmml pinx Srt?H ?aNO: qy: emu.$?. F,00 ?. ow. a.nn .S'2A 1 O CO( YRIGHT ULTEIG ENC'NEERS INC. 2006 MAY-5-2008 10:06R FROM:MICHREL LEE REMODELI 6517315152 T0:6755694 P.8/17 NOTES. 1. SEE S1 FOR FURTHER NflTES 8 CONSTRUCTION GUIDELiNES. 1¢"0 x 10" L13NG ANCFIOR HOLTS w/NUT & HEAVY DUTY WASHER- 2 72" C.C. (7" MIN. EMBED) OR SIMPSON MAB15 8 36" O.C. OR APPROVED EQUAL 2 x 6 MIN. WDOD S1LL PLATE SLOPE GRADE AWAY FROM-- FOUNDATION (3) "4 BARS 04 X 2'-0q DOWELS 2 72" D.C. (5" EMBED) ? 0 -? ° -\ L? CONCRETE STR1P FUOTING SEE SHEET S1E s GRANULAR & EQUIVALENT WALL VERTICAL REINFORCEMENT THICK M1NIMUM 'H' REtNFORClNG g lg" NONE g" x 8" 06 B 48" D.C. 10" No vER $., TICAL REINFORCIN NOWE G 1S REQUIRED I FOR EITHER 5000 PSI C13NCRETE OR WALL HEIGHTS 4" LESS THAN SHOWN. WOOD FLDOR SYSTEM BY [17HERS . fLOOR CONNECTION SEE SHEET S3 SEE TAHLE FOR ? , REQUIRED VERTICAL REINFORCING o a ? B" MllJ. ? FLOOR SLAB ea a C13NTRACT13R OPT10N: •? 6 •° (2) p4 HOR1Z. BARS MAY HE PLACED 1N FLIOTING 1N L1EU OF (2) LOWEST 04 S E C T I 0 N HORIZ. BARS IN WALL LIGHT CLAY BACKFILL (GROIP II) FLUID PRESSURE (Teq)= 45 PCF 2006 MASTER CAST-IN-PLACE CONCRETE ANDEASON CONCAETE FORMINCi FOUNDATION DFiAWINGS 2010 NORTMWOOD DRIVE NORTH 3T. PAIL, AAN 58708 B Ff HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP Ii) SOIL Phona: (851) 784-0228 Fex: (857) 770i367 3]01 EatRlwrfb80 9WY]A! Mmm?OOhMWr?eb 64C1 PIqIM 9&t.571.47pD FW. ]B3.5II.110B BYmYdi. dYd Wm.iRpp. YYyYq,ey.BWn Fab WW: wxw.Wmqmm engineers o.e,..mDo,,,, CMCken B/' TwaArner pVpw'e09YtG"Owen .iae &re rtrtawmian (cebmMeanb??dRdo?) O.nr Strsnl?m' ?P'*d"?.? ? S_2B qr 81e1a?3NCade? ?R ? ] d 2t COPYRIGHT ULTEIG ENGINEERS INC.2006 MRY-5-2008 10:07R FRDM:MICHAEL LEE REMODELI 6517315152 T0:6755694 P.9/17 Nores: 1. SEE S1 FOR FURTHER NOTES & CONSTRUCTION GUtDEL1NES. J¢"o x 10" LONG ANCHUR BOLTS w/NUT & HEAVY DUTY WASHER- 8 48" O.C. (7" MIN. EMHED) OR SiMPSON MAB15 E 24" O.C. OR APPROVED EQUAL , 2 x 6 M1N. WOOD SlLL PLATE WALL VERTICAL REIN FORCEMENT THICK MINIMUM 'H'? REiNFORCING g" 24" NONE B" 8" ? 6 2 36" O.C. IO" 8" NONE WDOD FLOOR SYSTEM BY OTHERS NTION AWAY ROM e ? ? ?1„ gEEO SHEET S3 FOUNDATION? (3) 04 HpRIZ. I? BARS SEE FABLE FOR x e REQUIR£D VERTICAI. REINFORCING o °4 x 2'-0•• ? DOWELS L+ 72" O.C. 8•' MIN, ? <5" EM$ED> . ? .?v a ~L? 1FLOOR SLAB aa e C?ITRACTOR OPTIGN; •? ? • e (2) #4 HOR1Z. BARS MAY CONCRETE STR1P " BE PLACED IN FOOTING 1N FOOTING L1£U OF <2> LOWEST "4 SEE SHEET S1E E T N HDRIZ. BARS 1N WALL HEAVY CLAY BACKFILL (GROUP 111> E9UlVAl.ENT FLU1D PRESSURE ('Yq)= 60 PCF 2006 MASTER CAST-IN-PLACE CONCRETE FOUNDATION DRAWINGS 8 FT HIGH fOUNDATqN WALL FOH CLAY (OROUP Ifl) SOIL ni?engineers 6ml Erl RMw Ratl Bulb]Oe WwpuN. W? 75et Pleir: MS012tpp Fq' i615]I.IfBA rad-Oro?IN-fyPrrypV •mmM Vfw ..Wtlpmn cm„l e,r, ,m o.eem cnw.eer n.vs..rr, AiWawOd" GNOdrM ANDEqSON CONCRETE FORMING 2010 NORTHWOOD DRNE NORTH ST. PAUL, MN 66108 PMM: (851) 784-0228 Fax: (851) 7703357 JOBBREPiOft4TqN R? Urs owmm pol?M.eanMtlumrmd OIN1 SReililCfm? IIIIIIIiIIIIIIIWI pmw?. ? 'GL on.; . .i.?m+vsooe ciq- J Sue:?iptaae:? pp?y: • r m (9) CQPYRIGHT UITEIG ENGINEERS INC. 2006 MRY-5-2008 10:07R FROM:MICHREL LEE REMODELI 6517315152 T0:6755694 P.10/17 NOTESc 1, 3EE S1 FOR FURTHER NOTES 8CONSTRUCTION GUIDELlNES. W"O x 10" LONG ANCHOR HOLTS w/NUT & HEAVY DUTY WASHER- E 72" O.C. (7" MIN, EMBED) OR SIMPSON MABiS @ 36" O.C. OR APPROVED EQUAL WALL VERTICAL REINFORCEMEN7 THICK MINIMUM 'H' REINFORCiNG B" 18" NI]NE B" ¦ 8" #6 e 48" O.C. 10" NO VER NONE tICAL REINFURCM iS REQUIRED t FUR EITHER 5000 PSl CONCRETE OR WALL HEIGHTS 4" LESS THAN SHDWN. WOOD FlC10R SYSTEM BY OTHERS 2 x 6 M1N. VJOOD SILL PLATE W SLOPE GRADE LOOR CONNECTION F UNDA l ON? SEE SHEET S3 (4) 44 HORIZ. BARS 0 4 x 2'-0" DOWELS e 72" (5" EMBED) ? a L? 1+?" Q SEE TAHLE FOR g a REQUIRED VERTICAL REINFORCING c a ? a Q% ' 8" MIN, FLOOR SLAB a CONTRACTOR OPT10N; • tl? •° (2) 814 HOR1Z. BARS MAY CONCRETE STR1P 9E PLACED IN F00TING IN FOOTING LIEU DF C2> LOWEST 184 SEE SHEET S1E SECTION H[IRIZ, BARS 1N WALL 1007 GRANULAR BACKFILL CGROUP 1> EQUIVALENT FLUID PRESSURE CYe?= 30 PCF I 2006 MASTER CAST-IN-PLACE CONCRETE I ANDERSON CQNCRETE FORMING FOUNDATION DRAWINGS 2010 NORTHWOOD DRIVE NORTH ST. PAUL, MN 65108 9 FTHIGH POUNOATION WALI FOR SAND (6ROUP I) SOIL Phone: (851)784-0228 Fm: (851) 770-6367 9mn EWRhaROea5ule?OH J09&tEINFIXWAiION RwWm Dm Oe? ?m wmeeooY.wvwam56?t . Ibbr?dMWmsmRxmr) Pbom'lKIbT1]E0G Fa T&t5]I11fiB OW11M' BYarortl.M1LW Itlu?-FmT' ? tlmv qi Wab' wv ulldi? SIM Mk?w ' ?engineers ?, .m,,&„ S'2? ?w .Wa?. ?,,, ?.:_???•_ ?. . d m kvw?weer-cr.ao?a COPYRIGHT ULTEIG ENGINEERS INC. 2006 MRY-5-2006 10:08R FROM:MICHREL LEE REMODELI 6517315152 T0:6755694 P.11/1T NDTES; 1. SEE SS FpR FURTHER NOTES & CONSTRUCTION GUIDELINES. 3¢"o x 10" LONG ANCHOR BOLTS w/NUT & HEAVY DUTY WASHER E 48" O.C. (7" MIN. EMHED) OR SIMPSON MAB15 e 24" O.C. OR APPROVED EQUAL 2 x 6 M1N. W130D S1LL PLATE SLOPE GRADE AWAY FROM - FOUNDATI13N (4) '14 HORIZ, BARS 04 X 2'-Qn noweLs e 72" D.C. C5" EMBED> ? a ~L? CONCRETE FOOTING SEE SHEET STR1P x WALL VERTICAL REIN FORCEMENT THICK MINIMUM 'H' REINFORCING 8" 32" NGNE e" 8" "6 E 36" O.C. SO" S" NONE . WOOD FLOOR SYSTEM BY OTHERS FLOOR CONNECTION SEE SHEET S3 SEE TAHLE FOR ? . REQUIRED VERTICAL REINFORCING o a ? d ? ? $" M1N. FLOOR SLAH •a a e C[INTRACTGR flPT10N; (2) 104 HORI2. BARS MAY BE PLACED 1N FUDTING IN LIEU S1E S E C T I 0 N HORIZ? BARS N WALL p 4 GRANULAR & LiGHT CLAY BACKFILL CGROUP I1> EQUIVALENT FLUID PRESSURE (Try)= 43 PCF 2006 MASTER CAST-IN-PLACE CONCRETE MING ANDERSON CON FOUNDATION DflAWINGS 2010 NORTHWOOD DRNE N, MN 66109 9 FT HIGH FOUNDATION WALI FOR SANDY CIAY (GROl1P 11) SOIL Phone: (851) 7840228 357 SYOlE0.qflNxPOtlBUEe90B JOBSITFY60R?MTON Cec ?Im Nn?14 iw P?me: ]6l!]1.L' 00 fibmvdt -OYa1111w. Fmpo. NhMUpoTh.BbnFi wxv ww.uIq er?ineers m...? ,,??,„„ ,.,Ed S'.2E Tma,,,.rc, Cr+qGd iei?] a-Z4GaEe- CR1 &H 0 COPYHIGHT ULTEIO ENGINEERS INC. 200 MAY-5-2008 10:08A FROM:MICHREL LEE REMODELI 6517315152 T0:6755694 P.12/17 NOTES: 1, SEE SI FOR FURTHER NOTES & CONSTRUCTION GUIDELINES. W"0 x 10" LONG ANCHDR BOLTS w/NUT & HEAVY DUTY W R 8 36" O.C. (7" MIN. EMBED) SIMPSaN MAB15 2 16" O.C. OR APPROVED EQl1AL WALL VERTICAL REINFORCEIdENT TH1CK M1NIMUM 'H' REtNFORCING g, 42.s . NONE 8., 8" p 6 B 24" O.C. x 10" ?24" NONE 30" 8" 6 E 36" O.C. a ALTERNATIVE C2> #5 0 36" O.C. WODD FLOOR SYSTEM BY OTHERS 2 x 6 MIN. WOOD S1LL PLATE W SL4PE GRADE FLO13t2 CONNECTION F UNDATRION?_ y~ SEE SHEET S3 (4) # 4 HARS 44 X V-D" DOWELS 2 72" D.C. (5" EMBED) ? 0 ?+ ° ? ~L? 1," e . S£E TAHLE FOR ? , REQUfRED VERTICAL REINFORCING b a ? 8" MiN. ? FLOOR SLAB a < CONTRACTOR OPTION: C2) p 4 HURI2. BARS MAY CONCRETE STR1P a BE PLACED IN FOOTING 1N FOOTING L1EU OF (2) LOWEST 04 SEE SHEET S1E S E C T I 0 N HOR1Z. BARS IN WALL HEAVY CLAY BACKFILL CGRDUP tIl) EQUIVALENT FLUID PRESSURE CTeo>= 60 PCF 2006 MASTER CAST-IN-PLACE CONCRETE FOUNDATION DRAWiNGS 9 Ff HIOH FOUNOATION WALL FOR CU1Y (GROUP III) SOIL ANDERSON CONCRETEFORMING 2010 NORTHWOOD UHIVE NORTH S7. PAUL. MN 551OB Phane:(851) 784022B FeX:(861)770-83b7 52p1 EW RMrROa! &N90B INnir?D?. W?wm C61Y1 Plp?e• 1W.5712500 Fm' 70.1.871.1189 &ewe?OWOtIbM-ipe-MLni?' iYw FA W? ~.YIIY? engineers ?.ft:,,,,D4? cnwxsesr Trawom. , MnrouNBY: Cr%hOCwM JoearE iWrowMnar+ f b b rere an trl tlr w?YBte1J o.IIR cm: wu._an?- %pMplNUrtbn on.: S-2¦ COPYRIGHT ULTEIG ENGINEERS INC. 2006 MRY-5-2008 10:08A FROM:MICHREL LEE REMODELI 6517315152 T0:6755694 P.13/17 JDISTS 2 24" O.C. MAX. SPACING BY OTHERS 1/2"0 x 10" LONG- ANCHOR HOLTS w/ NUT & HEAVY DUTY WASHER (7" MIN. EMBED) OR SIMPSON MAB15 OR APPROVED EWUAL SEE S2 FOR SPACiNG WASHER ?0 BE - iNSTALLED T1GHT w/ TOP OF SlLL 2 x 6 M1N, WflOD S1LL PLATE JOIST t0 SILL CONNECTION SEE TABLE SEE SHEET S2 FOR WALL REIMFORCEMENT REHAR NOT SHQWN FOR CLARITY DETAIL I-JOiSTS OR LUMBER TOP OF WALL CONNECTION CDNNECTION TABLE CLEAR HEIGHT JOIST SPACING SAND (GROUP 1) SANDY-CLAY (GROUP il) CLAY (GROUP lII) 16" (3) $d TOENAILS (3) 8d TOENAILS (3) 8d TOENAILS 8.-0 19.2" (3) 8d T13ENAlLS (3) 8d TOENAILS (3) 16d TDENAILS 24" (3) 16d TOENAILS JOIST HANGER JOiST HANGER 16" (3) 8d TOENAILS (3) 8d TOENAILS (3) 8d TOENAILS 192" <3> 16d TOENAILS JOIST HANGER JOIST HANGER 24" JOIST HANGER JOIST HANGER JOIST HANGER NOIES 1. F1LL ALL JOIST HANGERS NOTED w/ M1N. (6) 10d x 1 1/2" NA1LS 1NT0 S1LL AND NO NA1LS INTO JOIST 2. JOIST HANGER TYPE TO HE BASED ON W1DTH OF I-JO1ST FLANGE OR THICKNESS OF LUMBER. 2006 MASTER CAST-IN-PLACf CONCRETE ANDERSON CONCRE7E FORMING FOUNDATION DRAWINGS 2010 NORTHWOOD DflIVE NORTH 6T. PAU4 MN 59708 JOIST BEARItdG CONDfTIqN Phone:(851) 784-0228 Fax: (851) 771F5357 6IIO1 EWPMrRwE&i306 JOA&*eWiORIMiION RwYbn OW opo n Mlnnmapa4.4Wnam5w MbahaoulWtlremhetlor) Pbw: 793,671.Y500 Fu' 787.5lI1188 0N,w• BkmWDw?4YU. Pop•yymppp.9s¢FW MVe. ?.unaOm^ SYeelMNese. Emengineers M. a.Tm o.o,m, `?"nW?.'? J''3A CIYdW 9Y' TrwarMwr MY Jenuen ?.4mB ApprewnBY: CrelpOwieY GIM Sub'_zoCoEe'_ BMw- ?ad n. COPVRIGHT ULTEIO ENGINEERS INC. 2006 MRY-5-2008 10:09A FRDM:MICHAEL LEE REMODELI 6517315152 T0:6755694 P.14/17 TRUSSES e za^ D.C. MAX, SPACING BY OTHERS 2 x RIBBON HRACE 1/2"o x 10" LONG - ANCHOR BOLTS w/ NUT & HEAVY DUTY WASHER (7" M1N. EMBED) OR SIMPSON MAB15 OR APPROVED EQUAL SEE S$ F012 SPACiNG 2 x 6 MIN. WOOD -? SILL PLATE WASHER TO BE - 1NSTALLED T1GHT w/ TOP OF S1LL 3?' MIN. a II 1 ?--SEE TABLESILL C13NNECTION / L o SEE SHEET S2 FOR WALL RElNFORCEMENT REHAR NOT SFOWN FOR DETAIL CLAR[TV TRUSS TOP QF WALL CUNNECT113N CONNECTION TABLE CLEAR HEIGHT J131ST SPACING SAND (GROUP i) SANDY-CLAY (GROUP Il) CLAY (GROIIP Ili) 16" (3) 8d TOENAILS c3> 8d TOENAILS (3) Bd TOENAILS 19.2" C3> Bd TOENAILS (3) 8d TOENAILS <3> 16d TOENAILS 24" (3) 16d TOENAILS (1) SIMPSON A35 (1) S1MPSOW A35 16" (3) 8d TOENAILS (3) 8d TOENAILS C3> 8d TOENAILS 192" <3> 16d TOENAILS (1) S1MPSdN A35 (1) SIMPSON A35 24" (1) SIMPSON q35 1> SIMPSON A33 d Cl> 16d T13ENAILS 1> (2) SIMPSON A35 16d TOENAiLS NOIES 1. SIMPSON A35 CL1PS ARE TO NAVE (6) Sd x 1 1/2" NA1LS INTO EACH LEG OF CLIP. CLIP MAY 8E El7HER SlDE OF TRUSS BQTTOM CHORD. 2. SIMPSOid A35 CLIPS MAY BE SUBSTITUTED w/ USP MPAS AS REQUlRED. 2006 MASTER CAST-IN-PIACE CONCRETE FOUNDATIdN DRAWINCiS TRIbSS BEARMQ CONDITION 6tDIEaq wvar Rotl 6W 800 b@maqMb, MMYa? 5&2t Plmlr 16]b113l00 fh' i4M1n1.f160 aewei - o.M um?. Fwe uwwpa. sm,va YIW: Mw/.Wblp?ah engineers o,„.G,..WVK,m, . CM1erMley. TrvaAau A1P?erelBP' dabOnwO ANDERSON CONCRETE FORMING 2010 NORTHWOOD DRIVE IJORTH 3T. PAl1L, MN 55108 Phmre: (851) 784-0226 Feu: (857) 770fi367 JOBBREWFdWAl10N AMAW? ptll DMa YOn pe a R.aan b ? ?*+eM Mr BWM?Emw: S-3B cq,sm.:_avwe?.? en.ro. ,sa s? COPVRH3HT IJLTLIG £NGINEERS 1NC. 2006 MRY-5-2008 10:09R FROM:MICHREL LEE REMODELI 6517315152 T0:6755694 P.15/17 FLpM DIAPtIRAUN 1S TD HE SHEATHED WITH WOOD STRUCTURAL PANEL T 6 G SHEATHlNG WITH AN ADEQUATE SPAN RATING. NAIL SHEATFIING r/ Bd NA1LS Q 6" O,C. A1 AI.L EDGE SUPPOtTS 6 12" O.C. Af ALL INTEiM1EDlATE SUPPORTS. WSiALL SHEATHING PERPENDICULAR TO FLOOR JOISTS & 1N A STAGGEfffiD PATTERM lOd WMD FLOOR JOISTS HY OTHERS MANUFACTURED OR M1N. 2 x 10 HLOCKWG e 48° oZ, C SAND > OR 8 36" D.C. ( SANDY-CLAY ) OR 8 24" O.C. ( CLAY ) IN F1RST (2) JOIST SPACES w/ (4) lOd TDE NAILS EACH END TO JU1ST lOd NA1LS E 6" ELC. MANUFACTURED OR MIN. 2 x 10 RIM JO1Si JOlST HANG£R Q1SP OR S1MPSOPD r/ (6) lOd x 1 1/2° MA1LS TO PLATE 6 NO NR1LS TO JOIST OR SIMPSON A35 ANCHORS N/ (6) 8d x 1 1/2" NAILS EACH LEG BOTM S1DES OF BLOCKING 2 x 6 NIN. VOOD S1LL PLATE SEE S-2 FOt ANCHORS SEE SHEET S-2 FOR WALL • RElNFORCElIENT REBAR NOT ° SHOWN ' SLOPE GRADE ° a AWAY FROM OIprDAT10N lill???? -? i ?- WALL SECTION PARALLEL TO FRAMING I-JOISTS OR LUMHER FLOOR JOISTS 2006 MASTER CAST-IN-PLACE CONCRETE I ANDERSON CONCRETE FORMING ' FOUtJOATION DRAWINGS 2010 NOR7HWOOp DtiIVE NORTN ST. PAUL, MN 56108 JOIST AND LUM9ER BLOCKINO OETAIL Phone! (851) 7846226 Fax: (961) 770-5387 SY01 EOpM.sPmtl SWYm! IMe?poR?.l.Gnnqpn SI2? Plpne: iQAS]i.iSW Fp ]&43)111QG BYmeRi dYeM Wn. FspeWnepoL ? ffim Feh WN• wwiYpb.eem engineers ," ? CnecYS06y: Trawrluw A?WaY CnqO? ioesrteuoaannon (bb PYtl aW EV IM m??) OMnr BVen Aabw. , °.-.°? 'mam aee. .ie.?usa+.ame ? S-4A Gry' 9mb_3bCOEe_? 81uau I?el s? 0 COPVRIGHT ULTEI6 ENGINEERS INC. 2006 MRY-5-2008 10:09R FROM:MICHREL LEE REMODELI 6517315152 TO:6755694 P.16/17 1, SEE S1 FOR FURTHER NOTES ? CONSTRUCTiON GUIDELINES. 1/2"0 x 10" LONG- ANCHOR BOLTS (7" M1N. EMBED) OR S1WSON MAB15 ANCNOR OR APPRDVED EQUAL E 72" C.C. SLOPE GRADE AWAY FROM FOUNDATION FRAMING BY OTHERS 2 x 4 MiR WG0D SlLL PLATE tl) "4 H13RI20NTAL HAR AT TOP I]F WALt 6" MIN. °4 x 2'-0" DUWELS e 48" O.C. (SAND) 8 36" D.C. (SANDY/CLAY) E 24" O.C. CCLAY> . FLOdR SLAB (S" M1N. EMBED) CENTERED •?J-~-20" W1DE x 8" TH1CK STR1P 1N WALL. DOWELS ARE TO FOOTiNG CM1N.> BE WET SET OR DRiLLED IN PRDVIDE CODE REQUtRED AND EPOXY GROUTED Ta FR0.ST PROTECTlpN TO FMT1NG. $OTTOM OF FOOTING ?LL SECT LMKOUT WALL 2006 MASTER CAST-IN-PLACE CONCRETE ANDERSON CONCRETE FORMING FOUMDATION DRAWINC3S 2010 rioantwooo DRwe NORni sr. PAUL, MN 551oe LOpKOUT/GARDEN WALL DETAIL Phone: (651) 7840718 Fex: (851) 770dr967 6GCIEtliNMMROtl9bJ00 ABBREWFOIrMTN71 NKNn 4N MM m MMqpeY. IF? Slil ?bY?IMbY9tlwbitl? IMy: 16q.SI1.Y500 fu: 1$9.611.11E! qmr. BMm? • MYm*W a- F/0°' Wwwopili• E49 FOI YVeb: Ylww?blpam Bb?MAOb?n. '?engineers o,,,,,?..?,,.a,,, `?a•""?''? S'5A ClietlWEBr TmarAs 110P^?'!9Y' GabOHY CW &?Yr.]VEW. 6NY. ? ??x ra (9 IOPYRIGHT ULTEIG ENGINEERS INC. 2006 MAY-5-2008 10:10R FROM:MICHREL LEE REMODELI 6517315152 TD:6755694 P.17/17 r , A NOTES ; 1. SEE S1 FOR FURTHER NOTES & CONSTRUCTION GUiDEL1NES. FOUNDAiION WALL REINFORCING TO BE AS DETAILED iN SECTIONS EXTEND HARS 24" INTO HIGH WALL (l) 4 4 ` VERT, HAR CONCRETE COMPACTED FILL OR VII2GIN AIATERIAL_ ;OMPACTE '1LL DR VIRGIN MATERIAL N W oe a > PS ? GOhTINUOUS STEP Ft]OTING !t a S a 0 'v 2006 MASTER CAST-IN-PLACE CONCRETE I ANDERSON CONCRETE FORMING FOUNRATION DRAWINGS 2010 NOflTFMIOOD DRIVE NOflTH ST. PAUL, MN 59108 CONTINUOU5 STEP FOOTNG UETAIL Phone: (651) 7840228 Fex:(651) 7703367 501 EapFNUflwO 9Ab 90B IAnieapoy,ll?m R421 Plirna: ]6t.511.RSW FBV•. ]63,571 11EB 411NG-O"II&Y-flW' Wwkxb"$YM Wd ww! wwwurep.mm engineers cnxx.aer: n.w? Aoom..aar. aoqaww JOBNTlINIORYMTICN (b W BMEau1N'bae?atbl bMl. W?01 ?EEINt' _ 11=.? IS-6B G? fta_?C" <1) 04 HOR1Z. HAR AT B13TT[1M OF WALL COPVRIGHT F1L7EI6 ENGINEERS INC. 2006 City of Eapn 3830 Pilot Knob Road Eagan MN 55722 Phone: (651) 6755675 Fax: (651) 675-5694 2008 RESIDE Date: yl S/?OS_Site Tenant: _ IC ) Cp- '1- Sulte #: J'a RESIDENT / OWNER Name: ( f) Phone: , ? ? 23 • l? Address / Ciry / Zip: Owner / Contractor A licantis: pp _ TYPE OF WORK ? e Description of work: /?gn ef k 4 ildin : (Yes lti F il B i / No Z) C C ? 6) M qy g - am y u _ onstruct on u ost: ' e / 9V`J 1b? CONTRACTOR R7 Name: ? License #: l Address: a'e,?J City: W vO State: MKV Zip: C-In02 r Phone: Z u I' 73 J' 2q S Contact Person: Ada,., fLn ?-e! COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateqorv t Minnesota Rules 7672 En6rgy COd6 • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet Category Submitted Submitted subml931on type) • Energy Ernelope Calculations Submitted In the last 72 months, has the City of Eagan issued a permit for a similar plan based on a master planl _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contracior: Phone: Sewer & Water Contrector: Phone: NOTE: Plans 8nd supporting documents that you sobmit aie cons,id,ered to be publie inlormateon. PorBons of ' eci/fc.reasons thst would permit the C+ty to the information,may be classFfied as non public !f yoq proqide sp ? concfude that the are trade secrets. , I hereby acknowledge that this information is complete antl accurate; that the work will be 'n conformance with the ordinances and codes of the City of Eagan; fhat I understand this us not a permit, but only an application for a permit, and ork is not to start witFwut a permit; that the work will 6e in accord nce with the approved plan in [he case of xrork which requires a review and appro I of ns. x/ I/N.l.Y'?\ tlP.,??LN x .?w JV%'C?ACX.? ' .._-- W APR 1 6 200C ? ? -------- i Foi ?ice I j Permit iY: ?? r j ? Permit Fee: ? Date Received: I ? I I Staff: ? I I ----------------- AL BUILDING PERMIT APPLICATION AppllcAnt's Prlnted Name OI'Il9?M's Sig1laLGre - V Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES ? Foundatfon ? OS-ptex ? 16-plex ? Accessory Building ? Pool ? Single Family ? 06piex ? Fireplace ? Porch (3-season) ? Ext. Alt. - Multi ? 01 of _ Plex ? 07-plex ? Garage ? Poroh (4-season) ? Ext. Alt. - SF ? 02-Plex ? 08-plex ? Deck ? Porch (screen/gazeho/pergola) ? Multl Mlsc. ? 03-Plex ? 10-plex ? Lower Level ? Storm Damage ? 04-Plex ? 12-plex ? Miscellaneous WORK TYPES ? New ? Interior Improvement ? Siding ? Demolish Building' ? Addition ? Move Bui lding ? Heroof ? Demolish Interior ? Alteration ? Flre Repalr ? Windows ? Demolish Foundatlon ? Replacement ? Egress Window ? Water Damage ' Demolition (entire building) - give PCA hardout to applicant DESCRIPTION:I Valuation Occupancy JQV21j? MCES System Plan Revlew Code Edition aoo(' _ SAC Units (25%_ 100 /o ? 7 Zoning Clty Water Census Code LTM Stories Booster Pump # of Units Square FeM PRV # of Bulldings Length Fire Spdnklers Type of Const. ? Width REQUIRED INSPECTIONS Footings (new bldg) Sheetrock ? Footings(deck) Final/C.O. ? Footings (addition) -YL Final/No C.O. ? Foundation ? HVAC Draln Tile Other: Roof: Ice & Water Final Pool: _FOOtings _Air/Gas Tests _Final Freming _ Slding : _Stucco Lath _Stone Lath _Brick Fireplace:_R.I. _Air Test _Final Windows ? Insulation _ Retaining Wall Reviewed By: , Building Inspector RESIDENTIAL FEES: Base Fee Surcharge Plan Revlew MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies Total ? 0 X79, ?? fi(?Yni Da ? ?? g Vas? 4? ---= 7 ? ?? `-, C?J( REScheck Software Version 4.0.1 Compliance Certificate Report Date: 04/15108 Data filen8me: C:1Documents and SettingsladamlDesktoplDUSEK.rck Energy Code: 2000 Mlnnesota Energy Code Location: Dakota County, Minnesota Construdion Type: Sing le Family Glazing Area Percentage: 26Yo Climate Zone: 2 Construction Site: OwnerlAgent 690 BRIDLE RIDGE ROAD EAGAN, MN 55123 DesignedContrector. ADAM BENDER MICHAELIEE WC 731 BIELENBERG DRIVE SUITE 708 WOODURY, MN 55125 651.7312345 CApp'-nvo DKII-V` ABENDERQMICHAELLEEREMODELING.COM ? ? Ceiling 1: Flat Ceiling or Scissw Truss: 224 44.0 38.0 3 Wall 7: Wood Frame, 16" o.c.: 448 19.0 2.0 18 Window 1: Above-Grade:Wood Frame:Double Pane wl[h Low-E: 101 0.350 35 Door 1: Glass: 17 0.350 6 Basement Wall 1: Solid Concrete or Masonry: 256 13.0 0.0 14 Wail height: 8.0' Depth below grade: 7.5' Insulation depih: 8.0' Fumace 1: Forced Hot Air 90 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Stafement: The proposed building design described here is consi stent with the building plans, specifications, and othar calculations submitted wkh the permit application. The proposed building ha been designed to meet the 2000 Minnesota Energy Code n 4.0.1 and to comply with ihe mandatory r' ments in RESchack Veisio quirements listed in the REScheck Inspedion Checklist. / / D-1fy. ^f ?J ? ? Narrib -Title Sign u Da Page 1 of 1 ii JR'S CERTIFICATE - - r? \':1 ; tt ?.. (1OZ,oI ? ? ?`?.., ?„1.. 10 L? cV / ?d' / LOT ? M ? O / ? ? . .5 I 0t I ?g26 ? L aoe \ h ti 2g yr ? ?O `? to f ?i ?? (9zo,z) ? . , p ? THOMAS HOMES 0 \ 0 \ 2 a? , - \ ?v (? ) ? J g' • ? fA ` QaQOO?s? ? ? >G\ ? ? QR QO?P1 ? oa?w V L/ f ?j 1 i z 'YY' aN , / P? ? ? n ? ? ? o ? ?? O N f m W m ? i d O m O p Z ? o ? N , .a ?.°,:,??`i?Ffz°:t? ?r°°? ??;? SCALE: I INCH=30 FEET James R. Hill, inc. PLANNERS / ENGINEERS / SURVEYORS 2500 W. CTY. RD. 42 • BURNSVILLE, MN. 55337 a 612-890-8044 ?o 1 (q3o5) 5 vi:'V? RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651•881-4875 ? New Consinuelion ReaulremeMs • 3 regislered sde surveys showing sq. R of lot, sq. ft. of house; aM II roofed areas (20% mazimum lot croverage allowed) • 2 copies of plan showing beam 8 window s¢es; poured fauM design, etc.) • 7 set of Energy Calculations • 3 copies of Tree Preservation Plan'rf IM plalleC after 111193 • Rim Jast DeWil Options selection sheet (btdgs with 3 ar less units) DATE a -Il0 -0 Z atS. RemodeUReoair ReauiremeMs • 2 copies of plan . 1 set of Energy Calculations for heated additians • 1 sNe surrey lor exterior additions 8 decks • Indicate if hwne served by septlc 5ystem for addiUOns as. vawanoN // / 79, 013 , SITE ADDRESS 670 iQR iOL£ 6de Q. RD MULTI-FAMILY BLDG _ Y _ N TYPE OF WORK & -60P FIREPLACE(S) _ 0_ 1_ 2 APPLICANT STREETADDRESS (00 86 &Df..VVAfe, Bl?D ? TELEPHONE# `/?,2 -?rS?-SD3?CELLPHONE# P j i STATEtWA[ZIP"_3 i(Ig Fax # rsa-97y-/J'sy PROPERTYOWNER ?5,???f/Cd DVS?? TELEPHONE#65/•LS,3-63/0] COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RUI.FS 7670 CATEGORY 1 MINNESOTA RLJLI:S 7672 (J submission lype) • Residential Ventilation Category l Worksheet Submitted • T77-72 ojhqH • Ener gy Envelope Calculations Su6miHed ? 8 200Z Plumbing Contractor. Phone # uu Plumbing system includes: Water Softener _ Lawn Sprinkler By Tee: $90.O0 Water Heater No. oF R.I. Baths `__ "-' ? No. of Baths Mechanical Contractor. Phone # Mechanical system includes: _ Air Conditioning Pce: $70.00 _ Heat Recovery System Sewer/Water Contractor. Phone # - °----° -----° --------°---------°-- ° --------- °- °------ °---° -- °---° --------- ° --° --° ° ------- °--------------- I hereby acknowledge that I have read this application, state that ihe information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. - Si9natuf@ of AppIICaM 5?d-o -%- O FFICF. USL ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4/02 RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN A`7 (0 rC) ? 3830 PILOT KNOB RD - 55122 651-681-4675 New ConsWCtion ReauiremeMs • 3 registered site surveys slwwing sq. ft. of lot, sq. ft. W house; and all roofed areas (20% maximum lot coverage allowed) • 2 copies o( plan showing beam & window sizes; poured found desgn, elC.) • 1 sel o(Energy CalculaGore • 3 copies of Tree Preservalion Plan if lat platted after 111/93 • Rim Joist Delail Optlons seleciion sheet (bldgs wlth 3 or less units) DATE 7 ! U -_'_ JOB 51TE ADDRESS 69.0 IF MULTI-FAMILY BUIL NG, HQW MANY UNITS? PROPERTY OWNER TYPE OF WORK APPLICANT I-A PHONE# ADDRESS s'5 --< I:( LU? ZIPCODE PAGER # °-? CELL PHONE # lOQ-^" ?`!D `6-670 FAX #?' NIE1' RESIDENTIAL BUILDING ONLY - FILL OUT COMP 2 ? 0T T Energy Code Category MINNESOTA RULES 7670 CATEGORY 1 j PR 1 2 D (check one) - Residential Ventilation Category ,1 Worksheet Sub A d 2002 - Energy Envelope Calculations Submitted _ MINNESOTA RULES 7672 BY - New Energy Code Worksheet Submitted Plumbing Contractor: _ Plumbing System Includes: Mechanical Contractor. Mechanical System Includes: Sewer/Water Contrador: Water Softener Waler Heater No. of Baths Air Condiaoning Heat Recovery Syslem Phone # Fee: $90.00 Fcc: $70.00 All above information must be submitted prior to processing of application. I hereby acknowledge that I have read this application, state that the informatio is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinan Slgnature of Applicanf . !. Certificates of Survey Recaived _ Tree Preservation Plan Recei _ Not Required _ Updated 2002 RamodellReoairReauirements . 2 copies of plan • 7 set of Energy Cakulations for heffied additions • 1 site survey for ezlerior additbns 8 decks • Indicate?lfhomeservedbysepticsystemforadditions VALUATION ??o 6" FIREPLACE(5) _ 0 )C 1 _ 2 Phone #: Iawn Sprinkler No. of R.I. Baths Phone # OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 002 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt- Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage O 22 PorchlAddn. (4-sea.) ? 33 Ext. Alt - SF 0 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screened) ? 38 Multi ? 05 03-plex ? 11 10-plex X 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous ? 31 New x 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' O 43 Reroof ? 46 Windows/DOOrs ? 34 Replacement *Demolition (Entire B ldg only) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code ? 0( Zoning City Water SAC Units 01 Stories Booster Pump Nbr. of Units p Sq. Ft. PRV Nbr. of Bldgs I Length Fire Sprinklered Type of Const VAI Width REQUIRED IN SPECTIONS _ Footings (new bldg) FinaUC.O. _ Footings (deck) FinaUNo C.O. _ Footings (addition) p]umbing _ Foundation ? HVAC _ Drain Tile Other Roof Ice & Water ? Final Pool Ftgs Air/Gas Tests _ Final Framing ? Fireplace ? R.I. ?Ai r Test ?Final _ Siding Stucco Stone Windows (newheplacement) _ Insulation _ Retaining Wall Approved By ? , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total i, CITY OF EAGAN NO ° 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PHONE:454-810o Receipt # CI L?+lj It To be used for SF DWG/GAR Est. Value $174,000 Date JIINE 25 Site Address 690 BRIDLE RIDGE ROAD Lot 2 Block 2 SeGSub. $RIDLE RIDGE Parcel No. W Name THOMAS HOMES o Address 1995 RAHNCLIFF CT #200 City EAGAN Phone 456-0659 I olName SAME I g¢ Address ? City Phone Ww Name ? ; Address a W Ciry Phone I hereby acknowlege ihat I have read this applicalion and state that ihe inlormation ia correct and agree to comply with all app lica6le State of Minnewta Statules and Cit oi E 'an Ordinances Signature ol Permltee ? oFf ::? A euilding Permit is issued ta: THOMAS HOMES on the e%press wndition that all lvork shall be done i ccordance with all applicable State of Minnewta S utes and City of E n Ordi "hces. Building Oflicial / ? 19313 91 OFFICE USE ONLY Occupanq R_3• M-1 fE E3 Zoning P11-$-1 $ 899.00 (AMUaI) Const Vm 81tlg. Permit (Albwable) Surcharge $7•00 N o( Srodes - 584.00 Langlh `y(L Plan Review DePlh 46-- SAC,CM1y 100.00 S.F.TOIaI - 6$0.00 SAC,MCWCC S.F. Footprinis _ 660.00 On Site Sewage _ Water Conn On Sile Well water Meter 95.00 Mwcc systm X}L 30.00 City Water ;?J[_ AccM. Deposit PRVRequired - SNdPartnit 30•00 Booster Pump - S/W Surcharge .50 Treatment PI --17-6.00 APPHOVALS qoadUnit 310-00 Plannar - park Dad. Councd _ Wdg.Ofl. _ Copies Vanance _ TOTAL $3+7S1.SO =1 ? F ~ i SINGLE FAMILY DWELLINGS 1991 BUILDIN P CAfI cixY oF EncnN ??:<-g • ?J MfTLTIPLE DWELLINGS COMMER6IAL -.2 SETS OF PLANS 2 SETS OF PLANS 2 SET3 OF;dt,AiRCHI;TEC,T,IJRAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS -- & STRUC;TURAL•-PLAN3 1 SET OF ENERGY CALCULATIONS (CHECKWITH BLDC. DEPT.) 11 SET OF?'?§P&'CIEICAT.IONS a" {'.ay?O?F 1 SET OF ENER61' CALCUTATSONS 1;SE?1,' ' ENERCY `CALCS - # OF RENTAL UNITS = ` ?•?` ' # OF FOR SALE UNITS'' y' J ^ PENALTY AYPLIES WEiEN: TYPING OF PERMIT IS'&EQUESTED, BUT'NOT,`°$ICKED^UP,pBY?r,IAST?-'WORKiNG DAY ?.t.. OF MONTH IN WHICH REQUEST IS MADE. IAT CHANGE IS REQUESTED ONCE PERMIT..I'S.ISSUHD:-: '',3?p? ?. _. -• Fl y n, ,. NOTE: ADDRESSES FOR CORNER IATS - CONTRACTOR/HOMEOWNER MUST;DESIGNATE WHI'CH?'ADDR'ESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMI?i;IS..ISSUED.c: nN?. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A' PERMTT?HA?S;:'B'EEN'COMPI7ETED. PERMIT MUST SHOW A LICENSED PLUMBER. ?V/ r To Be Used For: Sft4r4 ' Valuation: I?- date: ? ._ ..ll n . nl Site Address Lot ?L Block ? Parcel/Sub e"1 IP 44R Owner ?Lf,I Address Z2i,,z, City/Zip Code 3 ? Phone ??p ^ (? ( zK S ?f Contractor ? ` ? iy,,,,ts-S Address Thkr?'s4 K`{? Cyo 35?? City/Zip Code 4E-,g?,a.,.?-_?a -? Phone '-Lrt.- 0(e?5j Arch./Engr. 2'"„y4, <-(z4r ?.c?.ry-t?••f Address ??ca•?1 J _ _ V?l ocoupanoy , slag( Zoning PD R:.1-. Surcht Actual Const V-N = P,lan;,,F Allowable ?-Nj'.`.' SAC,',C # of stories SAC',' N Length 54 . , Water Depth ?Water. S.F. Total Acct.. Footprint S.F. S/w Pe S/W Sz On site sewage_ . Treatment-?uP1??; _ .?,T6;Z? - On. site well Road Unit A? _ &0; ? MWCC System Par•k Ded:,'-.; ,. : City water Trai1, DeB:,, PRV _ Copies`??,. ;x, Booster Pump ? ,., sdsTOTnv. APPROVALS ; Penalty Planner • Lot Cliange- Gouncil TOTAL-" Sldg. Off. Yariance City/Zip Code 7 I ; .n?s? .; . I Phone # agrees that all •work-shal:l be donex in;'acc'ordance w"ith (Signature of Contractor) r????? ; ?;.'? '._ ` • all applicable State of Minnesota Statutes and City of Eagan-Ordinances.r*`.;?.; „ . •' , VA k?? 6A fZA G-E &7)! ab S147 3 K !6'(2 = ? 50) . . l??rn r r 2 2 , 33 ?133X S,-W = C 8z? . 3'7 5 X6 = I i'/z (- q_ Cl v?l? ? t%7 ? 3 Y ?6yz= I? c----, I4'-1) ?'ILKI?= IS"r .------- . ' , . ? r7??/v :.. ' :. Z N fl F%,nor- i? y?3'l? x 3s ? 15 Z Z , (Oy? ' ID 5 Y, 3 = C ?5) X53: ?3_I_ 0 /'73,029 },. ; S&RYEYOR'S CERTIFICATE -"i r ? -,. ?902,01 ?? `•_ ?_ Ny Z ? ? A ? ? v 0 m W? O cn n N ? D O ??+1 p ?"i D 0 'a m ? Z n ? O < ? m oa? ?y? \ w`? F ) ?? . ?z , ,f \ / I 'r- a ? ?? (9t?,2) ? • „ . / 10 h 10 Q,O ? G d?EP'P SCALE I INCH=30 FEET James R. Hill, inc. PLANNERS / ENGINEERS / SURVEYDRS ? 2600 W. CTY. RD. 42 *BURNSVILLE, MN. 55337 0 612-890-6044 io . ? r /#: ? &J ? / L4T ? o ? ? : .y00 • 'A 2 g" )cr? 1 ? ? lo ? ?gZ 6 6Q ' % ` 'O \ THOMAS HOMES ? $ \ 2 \ .^ ? ' G P'PP?' r ?'- e $URVEYOR'S CERTIFICATE THOMAS HOMES ? uu NOTE: BU4.DING pMENSIONS SHOWN 4RE r ?-,7-'?N- _ " FOR MONIZONfAI w VERTICAL LOC- G ATION OF STIlUCTUIIE ONLY. 8E£ nncHiTEcruaL rLaHS wa euILowc EAGAN IHGIT.EER 9 fOUNpqTfON hIMfN410N5. c ? -0 DEN07ES PROPOSED SURFACE DRAINAGE 0 DENOTES IRON MONUMENT SET SCALE: 1 INCH - 30 FEEi • DENOTES IRON MONUMENT FOUND PROPOSEO OARAGE FLOOR - c] 3 2,3 FEET X000.0 DENOTES EXISTING ELEVATION PROPOSED LOWEST FLOOR = 9Z4.6 FEET (000.0) DENOTES PROP05ED ELEVATION PROPOSED TOP OF BLOCK - 5 32.7 FEET WE HEREBY CERTIFY TO THOMAS HOMES THAT THIS IS A TRUE AND CORRECT REPRESENTATiON OF A SURVEY OF THE BOUNDARIES OF: Lot 2, Black 2, BRIDLE RIDGE IST ADDlTION, according to fhe recorded plat ihereof, Dakoto Courty, Minnesotq. IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS SURVEYED BV ME OR UNDER MY DIRECT SUPERVISION THIS 14TH DAY OF JUNE , 1991. NOTE: NO SPECIFlC SOLS INVESTIGATION SI MAS BEEN COMPLETEO ON THq LOT BY THE SURVEYOk. THE 9UITA&LITY OF SOU lp SUfPpRr 7'FIE 9EGIFIC HOUSE PROrOSEO IS NOT TNE pEgppNSIBLITY Of iHE SURVEYOR. ? ? m ? ? m W O m ? o y y ? Z A n ? p ? ? ? N m 0 .4 ? m y ? m X ? R. HILL, INC. ? r /C? JOHN C. LARSON, LAND SURVEYOR MINNESOTA LICENSE NUMBEFI 19828 James R. Hill, inc. PLANNERS / ENGINEERS / SURVEYORS 2500 W. CTY. RD. 42 0 BURNSVILLE, MN. 5037 0 612-890•8044 ? t EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION OWNEA SITE CONTRACTOR-i ?^l r?,?,¢S I?OVVt C DATE PHONE -Ta 3_00`'/3 Determine working square footage of each 1. Total exposed wall area...... `? •$j - ?;'_ sq. ft. x, 11 = I'?ygs'S^t_ 2. Total roof/ceiling area...... sq, ft. x. O 6_ Total exposed wall area above floor ;?Ls(o I a. Total wall window area ............................... b. Total door area ..........................:........... c. Total sliding glass door area ....................... d. Total fireplace wall area ........................... S3 Y e. Total wall framing area (average 10Y) ................. ( tg?-,<j,?- f. Total net wall area above floor ...................... 'a j ;,? Q„ I g. Total rim joiet area ................................. $. 1 Total exposed foundation area h. Total foundation window area ......................... J`-{ i. Total net foundation area above grade ................. 3??r Determine "U" value of each wall segment. a. X"U" b. 4?(,Lf X'u^ ?oG?7 9? c . : -1 .s- '7 d__ 'Sy X,u„ e. dO(n . I X "U" f. -?). t 67 .q 5 X oull g. a?vg . h. XilU,, ? c?i'? _ ? • V ? x"U" ? 07 (o 3 ......................................Tota1 If item 113 is the same as, or less than item lll, you ave met the intent of SBC 6006(c)2. Total exposed roof /ceiling area = 1(p , I j. Total skylight area ............................ k. Total roof/ceiling framing area (average 10Y,).. 1. Total neC insulated roof/ceiling area.............. _ Determine "U" value fur each roof/ceiling segment. ? • / l, X ,v" Y . k. 1 co ?. 3 X„y,,_ . o?2 i. t 39 2,n --8 4 .................................Total - $ .(p If total of 4i4 is the same as, or less than #2, you have met the intent of SBC 6006(c)1. Alternate Building Envelope Design To utilize the total envelope system method, the values established by the sum of items 113 and 1E4 shall not be greater than the sum of items lll arid fl2. + z. 3. +4. _?------ ?9 BUILDING PER?IIIT APPLICATION (RESIDENTIAL) 3cl<?SC- () "--o OC7 Name:.c? a/Ca.? IQ,u.Q Phone* (P 5/ - & g 6- - y 9 61 ? ie,f Fim BemodeiiKeoa"n Reau'vemerm Sheet D 3 regisfered 1fe suneys showing sq. R. of lot, sq. fl. of houae and pJ rooled areas (204G mmdmum lof emeraae allowed) D 2 coples of plans (show beam 5 window skea; poured ind design; eTc.) D 1 sel ol enargy cakulatbns D 9 toples d fiee preservaNon plan 61ot plaHed aHer 7/1/93 DATE: S `1 'oo DESCRIPTION OF WORK: -Te?- STREET ADDRESS: LOT: D-- BLOCK: --)"r SUBD./P.I.D. N: Y copies o1, plan 7 sM of energy cakulaHons fa heated addiHons 7 sHe suney fin exterior addHbm 3 decks CONSTRUCTION OST: ?a7? SUU-GQ 6n ?i ,t47 - 1 ?S-k+.c_P,QR_._ . PROPERTY OWNER CITY OF EAGAN „ 3830 PILOT KNOB RD - 55122 ?•a -?.c? -? 5- 651-681-4675 GI 0 CO- City •? ?.?0.ti State:Ilp: S?la? Company: ? S ?Oh-Q.S 11 (S D +? ? Phone #: "? r'J ? ? g 1 - ? ? ?! l (area code) CONTRACTOR &r.J-&0 Sheet Addreu: ? ? ? tL) ? Ua`- • lieense # Exp. City ?OYIvi State: Zip: 'JrS?I ?O ARCHRECT/ ENGINEER Compnny: OQ- Nome: Telephone M: area code ( ) Sheel Addreu: Regishaiion #: cffy StaFe: Sewer 8 water Ilcensed plumber freauhed tor new conshueHon onlvl: , PenaMy applies when addreas change and lot change is requesied once permM Is Bsued. Zip: , 1 hereby acknowledge thaf I hwe read th(s applkafbn, stote thaf fhe IMMIC earrecl nd a ree fo comply wfth all applicabl Stafe of MlnnewM Stafufes and CHy of Eagan Ordinances. SlgnaFure ol AppUcaM: Certificates of Survey Received _ Yes Tree Preservation Plan Received - Yes OFFICE USE ONLY No _ No _ Not Required ???'P ? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 4piex ? 11 10-plex ? 16 Fireplace ? 21 Porch (3-sea.) O 02 SF Dwelling ? 07 5-plex ? 12 12-plex ? 17 Garage ? 22 Porch/Addn. (4-sea. ? 03 1 of _ plex ? 08 6-plex ? 13 76-plex ? 18 Deck ? 23 Porch (screened) ? 04 2-piex ? 09 7-plex ? 14 Apartments ? 19 Lower Level ? 24 Storm Damage 0 05 3-plex ? 10 8-plex ? 15 Lodging ? 20 Pool ? 25 Miscellaneous WORK TYPE ? 31 New 0 35 Tenant Impr O 39 Gas Line Only ? 43 Siding/Soffits/Fascia O 32 Addition ? 36 Move Bidg. ? 40 Gas Insert ? 44 Windows/Doors ? 33 Alteration ? 37 Demolish Bldg." ? 41 Wood Stove ? 45 Fire Repair 13 34 Repair ? 38 Demolish (Interior) ? 42 Reroof " Give PCA handout to applicant for demolkion permit GENERAL INFORMATION Const. (Actual) Basement sq. ft. (Allowable) Main level sq. ft. UBC Occupancy sq. ft. Zoning gq, ft. # of Stories Sq. ft. Length sq. ft. Width Footprint sq. ft. APPROVALS Planning Building Engineering Census Code SAC Code No. of Units No. of Bldgs MC/ES System City Water Booster Pump PRV Fire Sprinklered Variance Permit Fee Valuation: $ Surcharge Plan Review License MClES SAC City SAC - - Water Conn. Water Meter Acct. Deposit ?S 5/W Permit 1 &vt rK?4- S/W Surcharge ;; . Treatment PI. Park Ded. Trails Ded. Other Copies Total: -l ? aa17 .75 : SAC Units % SAC FROM : FFW LEfiF HIJILD9Z5 PHOIJE N0. : 612 546 5500 Rpr. 23 2002 06:33RM P1 e.- 1..0Y:•2 '27 :M, I Iy.pI.iNIA?L'.UZ-i,?l'' tGiC G27 JA:n:.ir + ' MATTSOWIIAACOONALD INC. 8T'RUCTURAL 6N<lINE6RS 1016 w. Lwrce srRErr MINNEAAOI.1$, MiNN6BUTA 564OO (012)92f-78t6 FAX TRANSMITTAL , To: Tom Fiils Fax No: 982409492 Firtn: New Lenf 8uitders Date: 4/Z?/02 ProjecL• 690 BNdieHdee Rd No. of Papes: 1 From: Joo Gin Cc: Remarks: Tnm, as we discussed I reviawed the hause framing and te order ta ensura that the haminp ebovA is supported aF6er the basement partition is removed a 19114" x 18" daep LVL shculd lte addad ta the floor 4raminp where the 8oor steps at the sunken livinp room. The LVL shouid be dlroctly appporbed on posin eaah end, one at the ex0orior wall the Wher at the tMaior beariag wall. Tha LVL should be fastened to the exisUng framiep at 48" pn Centgr. Ptags@ esll it you have any quustiona Thanb, ,. tf there are srry problenrg with this transmiesian piease call (672) 8Z7-7825 PERMIT # 5001 ? RFCEIPT DATE: 8008 nSIDENTiAL PLUM$Iftfi mMiT ?P'1ACAT10R . : ; crrY og EAsM 3830 PaoT xxos sn ? f.El6AF. ESIY 55188 '•?, < 651-6$1-4675 Please complete for: single family dwellings, townhomes and condos when permitgare requireil for each;unif;? ? bar,kflow preventer for irrigation system SITEADDRESS: Ljei r'YJ? I a:dP' OWNER NAME: : TELEPHONE #: (AREA CODE) ' INSTALLER NAME: STREET ADDRESS: CITY: STATE: c ense) _ SEPTIC SYSTEM, new/refurbished (requires two sets of plans and MPC li i - '$ . 1 UQ 00 includes $40.00 County fee . Note: Additional consultant fees may apply • MODIFICATIONIALTERATION TO EXI5TING DWELLING UNIT, INCLUOING: ' '?`4?•, °, • d ivater heaters. _ Adding fixtures to lower levels or room additions, excluding water softeners an 50.00 _ Abandonment of sepfic system. Ex?; , Water turnaround - epsting dwelling unit (+ 5!8" meter if needed -$118) ? Other: ?1CI_C1 (71160 1-1 JG2?i'YA o/' ' .'l LL? -OZ7Gd-- _ ? ? ? ? ? ? ? rt _ RPZ: new installationlrepair/rebuild $ 30.00 _ lawr irrgation systein MAY" 0$ 2002 ReplacemenUadditional: _ water softener _ water heater - $ 15.00 State Surcharge i$ •50 Total av- $? I hereby adcnowledge thal I have read this appliption, state thatthe information is covect, and agree to c:omplywith all applicatil`e Ciryof Eagan oMinances. It , Is the applipnPs responsibilityto notlfy the properly owner that the City of Eagan assumes no Ilability for any damages caused by;th"itytluringiits nortnal , operational and maintenance activities to the facili6es constructed under this permit within ' p" ?eagG?nenk< `,. . " ?? ?? SIGrFATURPfRMIT7EE . ðð þýýüûúÿú û ùüüýýñüüü ë íððá þý ÿþýüûúÜ ã ÷ öõ ú ôþ ú ó òþ ó þý ÿ ú ñðïî ý ííïìí êïéì éíìì öù ÿþ êïéð é ðï õ÷÷ô óò úú ÜÝëûþóýøãë þ ÷ ãõû äáð ëë þ öïï ä ñðïîá ýûõç úú æ ó óúûõúúýÿ æ ÿþ ûæå é úúà óÿþ þûÿþ PERMIT City of Eagan Permit Type:Building Permit Number:EA165616 Date Issued:11/10/2020 Permit Category:ePermit Site Address: 690 Bridle Ridge Rd Lot:2 Block: 2 Addition: Bridle Ridge 1st PID:10-14996-02-020 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. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). 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: 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 - Richard A & Brenda G Dusek 690 Bridle Ridge Rd Eagan MN 55123--168 (612) 799-0982 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:EA165771 Date Issued:11/19/2020 Permit Category:ePermit Site Address: 690 Bridle Ridge Rd Lot:2 Block: 2 Addition: Bridle Ridge 1st PID:10-14996-02-020 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Residential Additions, Alterations 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 within 10 feet of all sleeping room openings in residential homes (Minnesota State 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: 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 - Richard A & Brenda G Dusek 690 Bridle Ridge Rd Eagan MN 55123--168 (612) 799-0982 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature