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4654 Pello CirCITY OF EAGAN 3830 Pilot Knob Road P O. Box 21-199 Eagan MN 55121 9897 PHONE:454-8100 BUILDING rERMIT Receiut Te ie wwd ia Est. Volue Date , I 9 Site Address - ' Erect ? Occupency ' Remodel ? 2oning Lot Block ?c/Sub. Repair ? Type of Const, Parcel No. Enlerge ? No. Stories Move ? Length Name Demolish ? Depth ? Address Grede ? Sq. Ft. City Phone Install ? Name :1CHWEIC:H Ca1?i i ? •-rr........ -- Add?as c)'I'Tin.A '?R Assessrrwnt City ?'=• ? ' Phone 4 4 7 ? 0'_-• Woter & $ew. M - J 4 h / Police Name Fin Addresa Enq. Phone I hereby acknawledye thot I have read this application and stote thot The inlormotian is correct and egree to comply with all opplicoble Stote of Minnesoto Stntutes and City of Eogan Ordinonus. Sipnoture of Permittes r ?,uorr Plannet Council Bldp. Off. APC Var. Oate EeN Pertnit •,,..j.?P Surchorpe Plan Review. SAC Wotsr Conn. Woter Metar Rood Unit Parks Total r L n n N Buildlnp Permif is issued to: , ."" , ? ' . on tM txpmss cordttbn thoi otl work sholl be done in ottordonte with oll apptimble 5tate of Mlnnesoto Statutes and Cily of Eopon Ordinonqs. Buildinp Offfcial Permit No. Permit Holder Date Telephone # Plumbing P . H. V A.C. Electrie Sohener Inspection Date Insp. Other Footingf Faundation Framiny Roofing Rouyh Pltp. Rough HVAC Inwlation Finel Plbq. Final HVAC Final G?t/Occ. wabr Descrilw Location: YW11 Sewsr Pr. Dbp. INSPECTION REC()RD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (651) 681-4675 SITE ADDRESS: APPLICANT: ,: 1 1?,,t ? 1 I I I! l', 1 r n 1_' ? V,.1 i :1 _0r ? ? PERMIT SUBTYPE: TYPE OF WORK: ,. ...,. PermR Holder Date Telephone ri SEWER/ WATER PLUMBING HVAC inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUI GYP 80ARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRFIGATION METER FLUSH MAINS coNOUCriviTv TEST HYDROSTATIC TEST , BSMT R.I. BSMT FINAL DECK FTG DECK FINAL ? cirY oF Er?GAN ' 3795 Pilot Kno6 Roud Eogan, MN 55122 N2 6775 PHONE: 454-8100 BUILDING PERMIT Receipt # ._ .- To be used for -? Est. Volue Date , 19 Site Address Erect Occupancy Lot Block Set/Sub. ' Alter ? Zoning Repoir ? Fire Zone Parcel # Enlorge ? Type of Const. Name Move ? ?}.` 5tories W ; Address ` Demolish ? Front k. b Ci Phone 6rode ? Depth k. ? N Approrals Fees 0 Z u? u ? ame _ Address Nume _ Address I hereby ocknowledge that I hnve read this application ond state that the information is correct and agree to oomply with all applicable State of Minnesota Statutes and City of Eogan Ordinances. A55essment - Water & Sew. Police Firo Eng. Plonner Counci I Btdg. Off. _ APC Permit Surcharge Plan check SAC Water Conn. Water Meter Road Unit Total Signature of Permlttee I /1 Building Permit is issued to: on the express condition that all work sholl be done in accordanca with all applicable State of Minnesota 5totutes ond City of Eagon Ordinances. Building Official Ponnlt #j Dafr Irsuad PanhiftN Plumbin9 L'l 'C-E -E_C 1 i Mechonical o? ? ??? G() (-- ? F r- ` , f / C F tNSPEGTIONS DATE I INSP. Rough-In I Final Footings ? Dote i Insp. DoTe Insp. Foundation ? Fram-- el- Q ? Plumbing - ?? MetFanicol I IV Final Q- -? ? Remarks: Receipt MECHANICAL PERMIT Permit No. CITY OF EAGAN Fae Fill in numbered spaces S/C Type or Princ /egib/y Tot. ' 1. Date '--' ? 2. Installation Cost 3. Job Address j. Lot i! Blk. Tract 4. Owner 0.':RIN T1VMi',.;02d H i uc 5. Contractor • Phone 6. Address ,b37 ChiCago itv 7. City . . Zip 8. Building Type: Residential Q Commercial O Institutional ? 9. Work Description: New ? Add ? Alter O Repair ? 10. Describe . -;=iin Fuel Type 11. No, Eauioment 8TU - M. Ea. Forced Air C?C.?? No. Equipment CFM Air Handlin : Mfg. g Boilers Mfg. Mech. Exhaust Unit Heater Mfg. Other Air Cond. Mfg. ' Gas, Piping Outlets 12. 1 hereby certify that the above information is true and correct, and I agree to oomply with all ordinances and codes governing this type of work. Signed : for Rough F inal Inspections: Date Insp. Dete Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 ._ Receipt 7 PLUMBING PERMIT Permit No. I CITY OF EAGAN ? ?I r Fee _ Fill rn numbered spaces S/C Type or Print legib/y ?r Tot. - i 1. Date 2. Installation Cost 3. Job Address ?ILotCl Blk. 4. Owner c;Z ?- l Tract , . 5. Contractor c ! Pfione 6. Address 7. City State , Zip , ; 8. Building Type: Residential 11 Commercial ? Institutional ? 9. Work Description: New 0 Add ? Alter ? Repair O 10. Describe 11. Na, ? Fixtures Water Closet No. Fixtures Cesspool/Drainfield Bath tubs Septic Tank _L Lavatory Softner ? Shower Well ; Kitchen Sink Urinal/Bidet Other ? Laundry Tray Floor Drains Drinking Ftn. Slop Sink Gas Piping Outlets 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed Rough Inspections: Date Insp. for Finel Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 464-8100 •oN ilw,ed lIWli3d IVOINVH03W ? - Zd!eoea CITY OF EAGQN Remarks Addition Lot 1.q alk z Parcel#10 6-7,QR(1 190 02 Owner 'L 14 k-1 Strest 4654 Pello Circle SteteEa$an, MlJ 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SUF F. STREET RESTOR. GRADING SAN SEW TRUNK 14 . 62 CO C) 2-18-82 SEWER LATERAL " 198 1305.42 -- WATERMAIN WATERLATERAL 1982 1260,79 5 1260.79 WATER AREA STORM SEW TRK 1982 638.24 S 638.24 C007616 12-2 - 1 STORMSEWLAT 1982 955.45 5 955.45 C007616 12-23-81 Services 1982 637.75 5 617,75 CO CURB & GUTTER SIDEWALK STREET LIGHT Road Unit 185.00 25887 7-22-8 WATER CONN. 335.00 ri ?r BUILDING PER. sac 525.00 PAR K - SEWER SERVICE PERMIT PERMIT NO.: , . DATE: No. of Units: rw.,?oa.?. , l 1 ritr Site Address: ?-a I ? Plumber. . ? ? Igyiee to oompty wNb the City of Eu4on ConnecHon Choroe: . Ordiaanon. /lccount Deposit: Permit Fae: Surcharge: By Misc. CFw?oes: Date of Insp.: Totol: '--- . Date Poid: bF EAGAN WATER SERVICE PERMR Pilot Knob Road PERMIT NO.: , MN 55122 DATE: No. of Units: 2 ; ., ? f ,•? ; i ? .1 IPl.umb:.it • lumber . Connedion Charge: leter No.: ize: /lcoount Depos(t: eader No.: Permit Fee: •- , ngros M ooniply wt1h Nw Gry of Eswn Surcharpe: i_'- hdinoee?s. Misc. Charges: Totol: Date Poid: CITY OF EAGAN IV_ 9897 3630 Pi;M Knrob Road P.O. Box 21-799, Eagan, MN 55121 , PHQNE: 454•8100 - BUILDIN6 PERMIT Receipt # Te M wad for BA SF.MF.NT Est. Volue 7 _ nnn Dote 112c nnnan31 34 , 19--2-rj SiteAddresa 4654 PELLO CIRCLE Erect ? Ocapancy Loe 19 eiock Z RIDGECLIFFE 1 Sec/sut Remodel ? Zoning . RePair ? TypeofConst. Parcel No. Enlarge ? No. Stories Move ? Length Z Name ?RK STROBLE Demolish ? Depth ? Addresa SAME Grade ? Sq. Ft. City Phone Install ? 9 Name DAVID SCHWEICH CONST ot Address 13101 OTTAWA DR Assessment _ U? City Water85ew. SAVAGE phone 4 4 7 - 8 8 0 8 AvP ?°'? ?e _ PaNce - Name Fire Address Enp. City Phone Plonner _ Council _ I hereby ockrwwledge thot I have read fhis epplicotion ond state that gidg. Off. 9 1114 /R_ S the inlormation is Corre[f und ogree to comply wflM eli oppiicabla APC State of Minnewro Statutes n9d"xiry of Eoga?inances. RG Ver. Date ? Permif 6L.]U Surchorpe 3 _ 50 Plan Review SAG Warer Conn. Wofer AAeMr Raod Unit Parks Total 6?, _ 00 $ipnoturc of Permittee ?-^"-'??V ? I A Building Permit fs issued M: DAVID SCHWEICH on ths expresi corditlon Ihot all work aholl be done/ip accprdonCe )6* oll appliCable Stete of MinneWta Statutea and Ciry af Eapan Ordinantes. Buildinp Official qITY OF EAGAN 3795 Pibt Knob Rood Eagan, MN 53122 ?N2 6 775 PHONE: 454-8100 BUILDING PERMIT APPLICATION Receipt # cJ`3 D? „ . Te 6e uted fer SGF MG/G(1R, Est. Value $48.000 Dote lly ?? , 19-8:L Site Addreu 1ffUlf P>>e1r+ (?dodPl 107) Erect Q[ Occupancy ? Lot 19 Block 2 Sec/Sub. ??eC13ffC lSt Alter ? Zoning Pcrcel # 10 63980 190 02 Repair ? Fire Zorre NA Enlorge p Type of Const. V oe Nome Orrin T110IDA80T1 HDID88 Move ? $ Stories 3 Address 1712 Hopkina (."P0882'08d Demolish ? Front 58 k. ° Ci Mt - ka. 55343 Phone544-7339 Grode ? Depth 26 h. p Name Owner ApProvalf Feea ?? Address ri... Nome I hereby acknowledge that I have read this appiication and state that the information is correct und agree to wmply with all applimble State of Minnesom $tatutes ond City of Eegan Ordimnces. Signature of Permfttee - A Building Permit is issued to: oll work shull be done iri acco Building Officlal Assessment Permit ZY[t- jNl Woter 8 Sew. Surcharge 24.00 Polite Plan CheCk 137.00 Fire SAC 525.00 Eng. Water Conn. 335.00 Planner Water Meter 60.00 Council Road Unit 185.00 Bldg. Off. APC Total $1540.00 men on tha express condition that of Minnewta Stotutes and City of Ecgan Ordinancea . ?M CP EPL-V 'Ib Be Used Fbr. .Valuation ; Site Addiess: O Include 2 sets of plans, 1 site plan w/elevations s 1 set of energy calculations. ? Date 7-I6-81 OFFICE USE OPII,Y - Lot 19_ Blodc _o-t- Sec./Sub. R?pr-fr.,jF Frect ,X OccupancY eP.3 _ Parcel #:0 a 37 80 C 2o 0 '-- Fl O-Cr atter zoninq Repair Fire Zone iV A Owner: Enlarge _ 'type of Const. 7y Move # Stories pr3?ps5: a Division of U, S. Home Co on,af;,,,. ?bllsh F'I'Ont 1S$ ft. -1/1'1 KINS CROSSROAD C,zddE DEPth ?2 <1- ft. Clty/Zlp COd2: MINNETONKA. MINN 551n1 Phone #: 544-1333 APPROVALS Contractor: gRRaN TWAMPS9N I lb1MES- AC3dZ'eSS: a Division of U. S. Home Corpo2tion Cl.ty/Zlp CAdC: MINNETONKA, MINN. 55343 Phone #: Arch./Ehg.. Address: City/Zip Code: Phone #: Assessp-nts Pesmit aZ 79-00 Water/Sewer Surcharge 2y °--?° Polioe Plan Chec?c13 Fixe SAC Enq, Water Conn. 335 ? Planner Water Meter (z' Cotuncil Foad Unit ?- g? ? Bldg. Off. P.PC MrAL I S40 1 0 (EIud'tfirtt#e of (19rrupttnrg Citp of Cagan Erpttrtmrnt nf +.?uilDing 3ns.yrriinn Tbrt Certifirate iuucd purruant to the requiremenu of Sertion 306 0( the Unifo++n Building Code certi fying rbat at the time of itsuanrr thir atructurc wut in tom plruna with tbe various ordinanrcr o f thc Ciry rrgulatrng building ronitrurtion or urr. For tbr follouvng: U. cv SF DWG/GAR e?ae.P.,,,,;,No. 6775 mc?e? PD ou„P? *r, R3 rrrca?.w??? V F;RZ? NA z??ern??;n a,M,ofBufld?c Orrin Thompson r,aa,.1712 HopMns Crsrd., Mtka. r.,+ 10 _Rlnrk 2RidEecliffe By: p,,,; Oetoher 304-1981 ? ?. REQUEST FOR ELECTRICAL INSPECTION EB-OOOD1-03 See rnslructions tpr completing this form on back of ysllow copy. 966k ., cy . Below Work Covered by This Reyuesf ,??Q O?? C) Add of Building Apoliances Wired Equipment Wired Range Temporary Service Water Heater Liyhtiny Fixtures ; ilding Dryer Electric Heatin rcial Bldg. Furnace Silo Unloader ial Bldg. Air Conditioner Bulk Milk Tank Olher Specityl ue.cify 01hor Other Compute lnspection fee Below N Fee ServiceEntranceSize # Fee ars/Subfeetle,s k iee Circuits ? to 100 q?n s 30 Am s 012 3? Am 101 to 200 Amps 100 Amps 37 to 700 Am Above 200 Am>s 700Amps tAbove Above tU0_Amps Transiormers te Conirol Circ. 51 Partiaf%Other Fee Sgn all nspection S B c rr?orks ?$ . TOTAC FE'? Jz); Rouph-in . ( Date ? e Elactrical aector, hereby Final DmP certitythat the abova .. ? &,e ins ection.has been d ? r a. This ?equest void 18 nion[hs fmm This e4 0;d qfj? L!`li 8? ?<<'- l ?? s? 18 mon?F??• (com T t56966 ?(o8-3c? Request Date . Fire No. RouBh-in InsVec[ion Re?j red? ?Neaey Nu Will Notrtv InsUec- lor Wh R V ? ?es N. en eady icensed EIeCVical ConVactur . , .. .I hereby request inspeclion ot abovp .er . electr.ical work installad at: Streec AdLdre ss, BR x or Route No. CJIL?t Citv ?Q_ I ??YN cuom o. - Fownship Name or No. flan0e o. Cou iry ??? ? Occupani (PRINT) W T CH w Phone No. r4 s - POw Sup0lier . ' Adtlress h Ele cal: ConVacmr lCom?u}a]ny Namel . .. ?a?' e C??nAt actor's I.icense No. ?'f? F.GVi1"46. Mailinp ArdJress (COnVar.tor or Owner^ Makinelnstailation) . . ,? 4 I &. ? ? f Vw Authorizetl ` mr GonNactor Owner MakinyInstallatioN . ' . . Phone Num?be•r.'y . . . ?Q %1 j ? MINNESOTA STATE BOARO'OF.ELECTIUGITV . ' ' .. 'THIS INSP.EGTIQN REQUEST.MILI MOT '. Grigga-MidwayBldgr-.11oom N497 " - ' - ' ' - BE ACCEPTEO BY THE STA7E SOAl1D ".1521 UniJersify Ave.?, St. Paul, MN 55104 . UNLE55'.PflOPEH INSPECTION.FEE IS ow....e ?wiI r onv?in ENCLOSED. . ' . 9654 .. (? . . ? FOR: U. s. C. R. WINDEN a ASSOCIATES, INC. tANO SURVEYORS iol. 643-3648 . ?• 1381 EUSTIS ST., ST. PAUtY MINN. 65108 CORPORATION N SCALE I '1= 30 O DENOTE.`. iRON ? C) r m WE HERE6Y CERTIfY THAT lOUNDARIES Of TME LAND THEREON, AND ALl VISIBIE Lot 19, Block 2, Ridgecliffe First Addition, Dakota County, Minnesota. THIS IS A TRUE ANO CORRECT REPRESENTATION Of A SURVEY OF TME ABOvE DESCRIlED AND OF TME IOCATION OF All 6UIlDINGS, IF ANY, ENCROACMMENTS. IF ANY, FROM OR ON SAID LANp. Dotad Ihis/40) day sl J?ITA.D. I981 C. R. WINDEN 8 ASSOCIATFS, INC. by l?'?-t?-L--o •--?? '?!Gs-c.,??-t_ Surrayor, Minnesolo Ropisfrolien No.77eG ?? < s P ? O NT3519 .-+ •?-_'? 71??? 1985 BUILDING PERMIT APPLICATION - CITY OF EAGAN NOTE: ALL CONTRACTORS HUST BE LICENSED iIITH TFIE CITY OF EAGAN INCLUDE 2 SETS OF PLANS '? t0 3 CERTIFICATES OF SURVEY 1 SET OF ENERGY AL e? ?.,L ppr.. C CULATIONS To Be Used For: Valuation: ? Date• Site Address: 44 0rj'? ,?"(Ip CG'/e, OFFICE USE ONLY Lot: 1617 Block c?L- Sect/Sull-_L Erect Occupancy J Kl_ Remodel ? Zoning Parcel # ? Repair _ Type of Const Enlarge ?i of Stories Owner Z&26r - 5NPpj6 Move _ Length Address L,S?/ ?t?CCO G/rt Demolish Grade Depth Sq Ft cityizip Code rig9N ________ Contractor QArJ/Q 5cH bv&71GI?' 60NSr APPROVALS Address City/Zip Code .??J%?? ? /?11r? .SV.S3'7? Phone 0 9y7 -r- -FO-' .. ?'o-3Y67 r? ? Assessments Permit ?? Water/Sewer Surcharge Police Plan Review Fire SAC Engr Water Conn Planner Water Meter Council Road Unit Bldg Off Parks APC Treatment P1 Variance b ?OiAL Arch./Engr Address Phone U p'?C? . 0 CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (651) 681-4675 PERMIT PERMITTYPE: guzLoiNe Permit Number: 033847 Datelssued: 10/29/98 SITE ADDRESS: P.T.N.: 10-63980-190-02 4654 PEl.LO CIR LOT: 19 BLOCK: 2 RIpGECLIFFE 15T DESCRIPTION: T.O. & REROQF Bu,i1 inig ,Permit 7ype STORM DAMAGE BIu?'ilding W`6rxk Type REPAIR .Gensus Code 434 ALT. RESIOENTIAL ? ?• 1i t // REMARKS: FEE SUMMARY: CONTRACTOR: - Appiicant - s7. Lzc. OWNER: WESTURN CEDAR SUPPLY 15910304 20014207 SWANKE I.ANCE 705 N HWY 169 4654 PELLO CIR PLYMOUTH MN 55441 EAGAN MN 55122 (612) 541-4207 (651)405-0473 ? I hersby acknowledge that T have read this application and staCe thet the information is correct and agree to comply with all applicable State oF Mn. Statutes and City of Eagen Ordinances. APPLICANT/PERMITEE SIGNATURE Q?l,-3/-) -13 ED BY: SIGNAT RE • ' " 19l5li& BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD - 65122 ? ? • ? O (? ? 681-4675 Naw Construction Reauirements ? 3 registercd site surveys ? 2 copies of plane (inGude beam 8 window saes; poured fnd. design; etc) ? 1 energy wlwlations ? 3 copies oi tree prcsenation plan if IoF platted after 711/83 required: _ Yes _ No DATE: n ? rT -/ 2 J, 19,7 RemodeUReoair ReGUirements ? 2 eopies of plan ? 2 ake surveys (eztarior adtlitions & decks) ? t enetgy calwlations for heated add'Rions CONSTRUCTION COST; 7`.373.2,d DESCRIPTION OF WORK?Ce9?Arl °V- /e6R40C - 67-aOYI 71,AnAf? STREET ADDRESS: LOT: k l l BLOCK: ? SUBD./P.I.D. Name: VU)ttN46 1.D(1246 / &A111(56 Phone #: 7QS' GS?73 PROPERTY ?.%SC F; c OWNER Street Address: 41&S41 PEu O e?!4• ciri iGi16AAf srate: /YI N) z;p: SS/ ZZ. Company: W66/ (/" L.60,44 KoPhone #: p Y1-Q(3j-i CONTRACTOR ?1 '/ A99 ^7/ SReet Address: ?6.? /U? ?/?N License # CivO(Y ? 2,0 7 ciri'?LemourlY smte: /YIN i ziP: ARCHITECT/ ENGINEER Company: Street City Phone #: Registration #: _ State: Zip: Sewer 8 water licensed plumber (new construcdon ony): and lot change is requested once permit is issued. Penalty applies when address ehang I hereby acknowledge that I have read this appiication and state that the infortnation is correct and agree to comply with all appliqbf State of Minnesota Statutes and City of Eagan Ordinances. Signature of OFFICE USE ONLY Certificates of Survey Received _ Yes _ Tree Preservation Plan Received Yes BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 02 SF Dwelling O 07 4-plex O 03 SF Addition ? 08 8-plex ? 04 SF Porch 13 09 12-piex ? 05 SF Misc. ? 10 = plex WORK TYPE 0 31 New ? 33 Alterations O 32 Addition O 34 Repair GENERAL INFORMATION Const. (Actual) Basement sq. ft. (Allowable) Main level sq. ft. UBC Occupancy sq. ft. 2oning sq. ft. # of Stories sq. ft. Length sq.ft. Depth Footprint sq. ft. APPROVALS Planning Building Engineering Permit Fee Valuation: $ Surcharge Plan Review License MCNVS SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Pertnit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: OFFICE USE ONLY ? 11 Apt./Lodging ? O 12 Multi Repair/Rem. 0 ? 13 Garage/Accessory ? ? 14 Fireplace 0 ? 15 Deck ? 36 Move ? 37 Demolition 16 Basement Finish 17 Swim Pool 20 Public Facility 21 Miscellaneous MC/WS System City Water Fire Sprinklered. PRV Booster Pump Census Code. SAC Code Census Bldg Census Unit Variance °h SAC SAC Units SCOPE DESIGN AND DETAILING OF AN UNDERPINNED FOOTING SUPPORT STRUCTURE AT AN EXISTING FOUNDATION WALL ADJACENT TO A NEW FULL BASEMENT ADDITION. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THIS DOCUMENT AND STANDARD iNDUSTRY PRACTICE. NOTES 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. 2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 3. ALL BAR SPLICES ARE TO BE A MINIMUM OF 48 BAR DIAMETERS. 4. ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 5. CONTRACTOR IS TO VERIFY ALL CONDITIONS. A SITE VISIT WAS NOT PERFORMED NOR REQUESTED FOR THIS PROJECT. „ I MATERIALS CONCRETE: F'c = 3500 PSI @ 28 DAYS REINFORCING STEEL: A5TM A615 GRADE 40 AGGREGATE: 3/4" MAX. BACKFILL: CLAY (GROUP III) LOADS Yea = 60 PCF (ACTIVE) ROOF LIVE LOAD: 35 PSF ROOF DEAD LOAD: 15 PSF FLOOR LIVE LOAD: 40 PSF gqSEMENT FLOOR DEAD LOAD: 15 PSF ADDITION CODES 2007 MINNESOTA STATE BUILDING CODE w/ AMENDED 2006 IRC 8" MI PROVIDE 3" MIN. LEDGE 1 ? BELOW EXISTING FOOTIN ? f 0 'v 0 " 4 MIN. I #4 x CONT. HORIZ. BARS (5 THUS) ° I I I Q . I I I #4 HOOKS @ 12" O C ? . . THICKENED SLAB EDGE 20 - I I I Q ? Q ? MEANS & METHODS OF VERTICALLY AND LATERALLY ? II BRACING AND SHORING EXISTING AND NEW WALL UNTIL SLAB IS IN PLACE IS BY OTHERS Rev Date Almadan Residence 4654 P811o Circle Eagan, MN Ali City Construction 6437 Lyndale Ave S, #101 Designed By: Richfield, MN 55423 Ryan Madc WALL SECTION F-AeAN ? Jl sL-uwuu lNSPECTlOI11S EXISTING C.M.U. FOUNDATION I EXISTING BASEMENT UNDERPINNING CONCRETE WALL NEW UNDERPINNING CONCRETE WALL ° (EXCAVATE AS REQ'D TO MAINTAIN 8" MIN. WALL THICKNESS) da EXCAVATE APPROX. 12" WIDE x 12" HIGH VOID BACK TO EXISTING CONCRETE WALL @ 48" O.C. AND FILL w/CONCRETE I hereEy certiry Met Mls plen, epedfleetion v repwl was prepmetl Dy me or untler my tlirect eupeMSlan mb Ihel I em eGUty Licensetl PmleselonelEnpinwr uMxtlwlawa01Me5teWdAUnnasala. oare: i2js-0uMMaWmtoer: 45470 sieneo: ProJBCt NumbBr: 08.0060.3 Drawing Date:. Decembar 18. 2008 C? Client: Sheet: 7 of 1 V 5201 Eecl RNx Rtl SuMe 308 wnMapoac. ux esazi ra ?5rt-xsoo ra ?ssmi-nee ww.ullelp.am lJ L:Vr7FSIC9M1 ULItIG tN(iINEEFi51NG 2008 6127810284 10/24/2008 11:53 6127810284 ALL CITY CONSTR LLC 1 PAGE 01/03 . li---_- _ I ?-? Permit#: ? C lty ofEa?aIl '? I ? ? ? Pertnit Fee; ?'y7/? 3830 Pilot Knob Road I Eagan MN 55122 Phone: (651) 675-5675 De[eReceived: i' Fax: (651) 675-5694 I', Smfl: C ? -2008 RESIDENTlAL BUILDiNG PERMIT APP?LICATION? ?J 1 q/24/o8 4654 Pello Cirde, Fagan, MN 55112 ! Date: Site Addrass: Tenant: SWte g: FRES[DENT ER rvame: MajeedAimad an anor,e: 651-994-1359 aaares5 i ciry / ziP: ?54 Pello Cir Eagan, MN 55122 Appllcant is Owner Contractor K oeseriPtion or Wo.k: BuiId Addition to Home (plans are in your offioe) ConstnrctionCOSt 4F N1ulti-Family8uildin9= 1Yes_INo X y rvame: Alf City Construction LLC ?icense J. 20458729 Aadress: 6437 Lyndale Ave S., Ste 101 ? Ri ch tield MN 55423 c'?' siace: , z,p: PnoRe: 612'781 0388 ContaCi Person: Damiari Blgbee 612-685-7462 CORAPLETE THIS AREA ONLY IF CONSTRUC7'ING A NE BUILDING Minnesota Rules 7670 Cafeaorv 1 Minnesot Rul s 7672 Energy Coda • Residential Ventilatinn Category 1 Worksheet ?• NevJ,Energy Code worksheet C7tBgOYy Subnitted Su6h,hted (-1 suhmission type) • EnOrgy EnvylOpe CalCUlafion9 Submitt¢d 1n ihe last 12 months, has the City ot Eegen issued a perrnit tor a simllar plan based on a master piaq? Yes _Na If yes, ddle and address of master plan: I Licensed Plumper: EAechanlcal Contractor: Sewer & Water Gontractttr: PDOne: _; Phone: Phone: e Yhat tfiis infarmation IS Com iate antl accurate; that the wprk_ will be in confOrtnanO mth tlte ordinancas and codes or Me City of Eagan; that I understand this is not a permiE, but only an application tw a rmit, and work is not s wRHoui d permrt: that thC work Will be in 1 hereby ? ackrtowledg pWn in the case o owh2h requlta's- "" ?• .. . . ...... ..... . .......•.:........ aCCOrqance wKq the approved ' d fev? ?? nd approval lans. i 4, x AppiicenYs Prlntg?! Name ? ApplfcenYs ;ure : Page i of 3 101.2412008 11:53 6127810284 ALL CITY CONSTR LLC PAGE 62103 f I SUB TYPES 0 FOUndation ? Single Femily ? 01 of _ Plex ? 02-Plex ? 03-Plex ? 04-Plex WORK TYPES ? New ? Addition ? Alteretlon ? Replacemenl ? 05-plex ? O6-plex ? o7-piex O 08-plex ? 1apJex ? t Z-Qwz ? 16-plex ? Accessory Buildingi ? Flreplace C',I Porch (3-seaspn) , O Garage yr Porch (4•S9ason) ? DeCk Q PorCh (screentgazebo/pergola) O Lower Level ? Storm Damage ' p Miacellaneous O Interlor Improvement ? Move Building Q Fire Rapair DESCRIPTION: Valuetlon ? Occupancy Pfan Review Code EdfHDn (25% 100%? Zoning Census Code ? Stories 9 ot UnRs Square Feel # of HufldMgs Length Q Poa ? Ext. Ak. - MuiN ? EYt. Alt - 5F O Muftl NFisc. ? Siding ? Demollsh 6uiltling' ? RerOOf '. 0 perrwliyh Interior ? Windows ? Demoiish Foundatlon D Egress Window p Water Damage ' Demolkian (entirC building) -give PCA handou[ to applicant MCES Systetn SAC Unlts City Water : Booster Pui?p 2. PRV ? i Fire Sprlnkleis TypB ot Const ? Width REQUIRED INSPECTIONS FOOtings {neW bidg} ShOetrock Footings(deck) ` FInaVC.O. Footings (addlHon) ? FlnefMo C.O. . ? FOUndatlon HVAC Drain Tlle ? Olher: Roof: _ICe & Water _Final ? Po01: _FODGngs Air/Ga? Tests Finel ? Framing _ SWing: ,,`Stucco Lath __S?one Lath _Bridi Flreplace:_R.l. ____AirTest _Finai 1Mndows ? Insulatlon /1 ? petaining Wall Revlewed By: I v , Building InspeCtor RESIDENTIAL FEES: Base Fee Surcharga Pian Review MC/ES SAC City SAC Utility Gonnectfon Charpe S$W PertnlE- B Surcharga treatment Plant Copies Total ., 7 3, 74, ?.Z Pege 2 013 DO NOT WRlTE BELOW TWIS LfNE (h 9-?? 3C kq•3?S r 11/17/2008 14:09 6127810284 ALL CITY CONSTR LLC REScheck Software Version 4.2.0 Compliance Certificate Project Title: Eagan Project Energy Code! 2000 IECG Wcetion: Eagan, Minoesota Gonsh77CNOn Type: Slllgle Pamify Olazing Area PerceMage: 177? Heating Degree Days: 7981 Construciion $ite: OwnedAgent: 4654 peuo cide MeJead Almadan eagan, MN 55122 4854 pelo circle eagan. MN 55122 Wall 1: Wood Frame, 16" o.c. WiMOw 1' waod Freme'Double Panewith Low-E Window 2: Wood Frame0OUhle Pam vrith l.ow-E Window 3: Vlnyl Frame:0ouhle Pam with Low-E WlndoW 4: Woad Flsme:Douhb P8f1e with Lrnr-E Winrtow 6: Vinyl Freme;Double Pam wlth Low-E ppor 1: Glass 6esement Wall 1: Mesonry &ock wNh Integml Insuletlon Wall helght: 5.0' Depth bebw grade: 4.0' Insulallon depth: 5.0' 9esement Wall 2: Mesonry Bbck with Empry Cetie We9 height: 8.0' Depth bebw gratle: 7.0' InsutaGon depM_ 8.0' Floor 1: SlabAn-Grade:Unheeted Insulalion depth: 4.0' 838 45 18 16 12 12 42 155 248 100 oesignerfConteactor: pamain Bigbee: ALL CQy Consiciwtion 6437 lyndale Ave South Wchfield. MN 55423 812-8857462 0.0 0.0 PAGE 02/02 38-6 s 19.Q 24 0.360 t8 0.360 fi 0.380 6 0.360 4 0.360 4 0,180 8 10.0 10 0.6 57 70.0 68 Compflarrca StetamenF. The pmposed building design descriEed here Is consistent vAth the buildirg plane, spedficatlons, and Other caiculatlons submiMed wlth fhe Permit epptication. The proposed buildfng has been designed to meet Me 20001ECC requiremenlS M REScheCk Version 4.2-0 an0 to wmply wlm the mendaMry requtrements 4sted ;n tlie RESchaek inapectlo!+ ChecJdat. Title Signature Oate PrvjtU Titla: Eagen Project Data 5lename: Untitled.rck Report date: 11/17/08 page t of 4 Cnmdiance: 0.0°b Batter 7han Code Mexlmum Uh 203 Yaur UA: 203 4654 irigi i C. R. WINDEN 3 ASSOCIATES, INC, IAND SURVEYORS ToI. 640•8648 FOR: V 1381 EUSi15 ST.. ST. PAULO MINN. 55108 . I U. S. HOME CORPORATION ? ? J Ju 2 hj? u / Z? 0 / N?\ ? O F ? 0 O ? ? C) r m ?3•5? o _ -?,o - ?- va ? // X uaQ : ?l K ? q ? ? ? I /^'? I ?l L- ?_? t I i I??4 APuio: i? r?I ? 42 ' - ? 0 ? %0 O _ N SCALE C=3P' O DENOTES IRpiq D& llIiylv(? Tz Lot 19, Block 2, Ridgecliffe First Addition, Dakota County, Minnesota. WE NEpE6Y CERTIFY TMAT THIS IS A TRUE AND CORRECT REiRESENTATION OF A SURVEY Of THE 60UNDARIES Of THE tANp ASOVE DESCRIlEO AND OF THE IpCATION Oi All 6UIlDINGS, IF ANY, iHEREON, ANO All V151l1E ENCROACHMENTS, IF ANY, fROM OR ON SAtD LAND. Doead t6i6lqfh day eFs11?R.p 1981 C. R. WINDEN d ASSOCIATES, INC. ?-° ._{,??C `??C+-?4-t IC I br Survoyer, Minnewto Rapistrotion No., 77c'F -°c >1 • ? ?T "Di -----? ? ? Farfl??:us? - - - 3 ? ? ? Pertnit#: j I Pertnit Fee: ? ? Date Rece ived: I I ? ? Staff: ? L - - - - - - - - - - - - - - - - - I 2009 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: ? 3 o O? SiteAddress: (G?-?-? Tenant: Suite #: RESIDENT I OWNER Name: Phone: AddresslCity/Zip: 4(0S'Y ,ea.-) ? CONTRACTOR Name: Pe-2--C«-T Pil?t? License#: ?F(ay¢J Pm Address: 1 1.0 l0 0? -TGL f /-? City: State: r),Ij Zip: SSa ?? Phone: Contact Person: TYPE OF WORK 4New _ Replacement _ Repair _ Rebuild OtModify Space _ Work in R.O.W. Description of work: PERMIT TYPE RESIDENTIAL Water Heater _ Water Soflener Lawn Irrigation ?Add Plumbing FiMures (_ RPZ! _ PVB) ( o? Main _ Lower Level) Septic System _ Water Turnaround New Abandonment RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation (includes $.50 State Surcharge) $50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $.50 State Surcharge) 'Water Tumaround (add $165.00 if a 5/8" meter is required) $100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge) $90.50 Fire Repair (replace burned out appliances, duciwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ I hereby adcnowledge that this intormation is complete and accurate; that the work will be in conformance with the ortlinances antl cotles or tne ary or Eagan; that I understand this is nof a permit, but only an application for a permit, and work is not to start without a permd; that ihe work will be in accordance with the approved plan in the case of work which requires a review and approval 1 s. X Applicant's Printed Name pplicanYs Signature FOR OFFICE USE Reviewed By: Date: ' -WU `Required' Inspections _Under Gro und jLRough-ln '4Air Test _Gas Test _?(Final Abb City of EaE?n 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ------- Fv3 ? j r OY?t?eU§? - ?6-? 3 ? Permd #: ? ? I I Permit Fee: Z ' `S ? I Dale Feceived: I ? I I Statt: -- J I ----------- - - - - 2009 MECHANICAL PERMIT APPLICATION Date: 0?I Site Address: 7 tS S l (J eI I o!c'-I?: Te.a. r• Suite #: RESIDENT 1 OWNER Name: Phone: Address / Cily / Zip: CONTRACTOR Name:L.o rPl/_ 14 License#: ¢)0pr 1 `-(7 -1?' ?2 Address: ( , ? r ? .2!y 1 ? e State: /f6 ?v Zip: 5-V _ City: Phone: Con[act Person: WAAI? TYPE OF WORK - New _ Replacement ? Additional _ Alteretion _ Demolition Descriptlonofwock; i e4 -r AcU4"oAz NOTE: Both rotof mounted a d grvund mounted mechanical equlpment /s regulred to ' -be sci'eened?by Cify Cad'e. :Pleasecantact the Mechanfeal lnspector or orfe oi ihe = -. P(anners for information on ermi#ed screenin metho s, RESIDENTIAL COMMERCIAL PERMIT TYPE New Construction _ Interior Improvement Fumace - Install Piping _ Processed Air Conditioner - Exterior HVAC Unit Gas Air Exchanger _ - Under / Above ground Tank L_ Install /_ Remove) Heat Pump _ " When installing/removing tank(s), call tor inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 FIfO 12p21f (replace burned out appliances, duciwork, etc.) (inClUdes $.50 State Sufcharge) ?-Q COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value $ x1% $50.50 Minimum (includes State Surcharge) _$ Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. =$ State SurCharge - If Permil Fee is >$1,000, surcharge increases by $.SO for each 000 Permit Fee (i.e. a$7,001-$2.000 Permit Fee requires a$1.00 surcharge). $7 , $ TOTAL FEE . . .. . ._ ._..?_..?_..._.i....ai ...:......,?.....,..?,.e,.,u6 ?60 ?rdlnnnrac and cndws nf the Citv ot Eaaan: [hat I hefeby acRnowleoge ma[ mis immnnauun rs wniyicm m?? a???a?=, ,? ?.., .? ?., ....• ..•••• .,., ... --...-... -._- .._. - I understand this is noi a permit, but only an application for a pertnit, and work is not to start without a permit; [ha[ the work will be in accordanca with [he approved plan in the case of work which requires a review and approval of plans. 'FOR OFFICE SE : `.. - ° ? r ? ?.. . - :. g .. . Revi@wed By` . -, - Qa3e: . . , . ? ..,E . .?,. , . , Required Inspections. _Under Graund _ Rough In _Air Test _Gas Service Test _In-floor Heat `Final . Exterior HVAC Screeninq Inspection _,` - - - - - - - - - - - - - - - - - a I For Office Use ;tom Permit City of Ealn(l n I Permit Fee: 3830 Pilot Knob Road I ` Eagan MN 55122 Date Received: Phone: (651) 675-5675 I Fax: (651) 675-5694 Staff: 2009 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 3 p P Site Address: /(L 2+ P ~ Tenant: M . Suite RESIDENT/OWNER Name: Phone: Address / City / Zip: 4(0,9 ' f LL C CONTRACTOR Name: Pea_rC.C- P!,1. License ~yiCoL7I pm Address: City: Z-44~a-z"'> Le-4- State: m r) Zip: Phone: ~Q t 2 ~7 ^ l I °l Z Contact Person: TYPE OF WORK New _ Replacement _ Repair _ Rebuild >-Modify Space _ Work in R.O.W. Description of work: PERMIT TYPE RESIDENTIAL Water Heater Water Softener Lawn Irrigation J Add Plumbing Fixtures C_ RPZ / - PVB) Main - Lower Level) Septic System Water Turnaround New Abandonment RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation (includes $.50 State Surcharge) $50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $.50 State Surcharge) *Water Turnaround (add $165.00 if a 5/8" meter is required) $100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge) $90.50 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and 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 S. Applicant's Printed Name pplicant's Signature -3 1~ FOR OFFICE USE Reviewed By: Date: -2) 6 0 Required Inspections: Under Ground 'Rough-In 4Air Test Gas Test Final City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 4654 Pello Cir Lot: 19 Block: 2 Addition: Ridgecliffe 1st PID:10- 63980 - 190 -02 Use: Description: Sub Type: Work Type: Description: Census Code: 434 - Zoning: Square Feet: 0 Comments: Fee Summary: Valuation: 3,000.00 e- Fireplace Gas Fireplace (new) Contractor: Hearth and Home Technologies 2700 N. Fairview Ave Roseville MN 55113 (651) 633 -2561 Improvements to the home may requ concealing. PERMIT City of Eaan BL - Base Fee $3K Surcharge - Based on Valuation $3K Total: Applicant/Permitee: Signature - Applicant - Construction Type: Occupancy: e smoke detectors in all bedrooms. Chimney / flue must be inspected prior to Carbon monoxide detectors are required by law in ALL single family homes. Owner: Majeed Almadan 4654 Pello Cir Eagan MN 55122 Permit Type: Permit Number: Date Issued: Permit Category: $88.50 0801.4085 $1.50 9001.2195 $90.00 I hereby acknowledge that I have read this application and state that the informa of Minnesota Statutes and City of Eagan Ordinances. on is correct and agree to comply h all applicable State Issued By: Signature Building EA091756 10/26/2009 ePermit LimER LTV DOW/ / 4 Caw R-00Rr jVe\t1 0,f-1KE-t‘tr UNOFt1101\1 ttopITiDIJ X«6-nN4-104 (40/A. fatt010) LAAND0 C.Dok -50t7AgDok Mew CAK041 �-ou�►O�i-toN FixoR (.ow ESt. rbAiPfivi ../4"co,i66D-ViAre- - eof 1 N6 41-`1 litei‘Ob-ci4u‘ 1' Fig s�t �q9 r 38A ' ?ud.-L- (66E410\14 12" 'ea 614 - tri Wo& 4aW. \G\ Aitatt fitA► Ly Roost StAfb i'CcE(Eljr- Q A\-\ "ofvfeoai'D T T 14&1(0 d 11/01/110'/q l.V ;D SIPPOf1- 9 ofz to D 1 tX WN 4 /f40‘ s-• _,r , -r a� y s (j- �odM oa uWaykook NEW I Opacn AVL, +'E 005 0\t, WAND -REA DFR Ta StiffokT i-DA0 2.04P s vP / Ivo Logo WAWA oP W 6911t4 lam g- JO fatctikeDA&) kl‘IA-TdZPCOtR. W� 19 o NEN 1 5-irgi Yz_. cRCOM ADD( i IoN New EEL. /I- /°J -L,1 -N) m N 551 ZZ - SCALE: DATE: APPROVED BY: 4G'Pe.11o Ci rcl� 69-51-qq1f- i359 DRAWN BY REVISED ALL e►7y con15-T Ruch' kot ()439 1-YNbtL6 Av 5_ So. Cp I z - 6,85 - 1cA-Fi e-4_ED (V\ N S s- ZA NS, ` z.og68 Z' DRAWING NUMBER 1 1 N5 W K\ -NA -\E-1\\ 4(/1) �Iti -FieLAS r s FiR10.606 l\kw IS/(45—rm ?.66.4(c LOL'3E, TyM1LY koo4/1 S A4 -RA "Tia �.)CIyrIN& RopF N-v\I f��o rrioN GRAze Wh t.{ft i(WIL -5 4 -&t-% ZRtP EpG J.- tNxill'itAL vriotivk 1- 2X/0 ILD I36k -k- T76Ss .1scrrtot4 5(94 ex Pt a. Iii-EETe-a.t4. Z)Vka- 6NgratAc_--noN ItQIDL. y2.» C oc ExTeRicg_ 'tftsrfarii \ MAT Z, KID Ftsok F (N I4 1 1-4 G -Plywood. �- R -to Foambooka I `71 - i RT �xiSTf Ala / NCEEb /IVY1/114/V A-0 1 in) 55 -0z - SCALE: ,/� i APPROVED BV : DATE: pvtosq Pe40 di2le" psi - 99y i3s9 DRAWN BY REviSED REVISED ALL &Ty &9N573214(T/ON I 7 m/4N 8163E6- (041311 LYNo/1L AuI .So• ' 60/z- 6635- 7`l0Z LtGC=N �� 0t0A=tE% (\AN cs42.1, DRAWING NUMBER - - - , -- . 1 -. ()lel . ` 1- 2X/0 ILD I36k -k- T76Ss .1scrrtot4 5(94 ex Pt a. Iii-EETe-a.t4. Z)Vka- 6NgratAc_--noN ItQIDL. y2.» C oc ExTeRicg_ 'tftsrfarii \ MAT Z, KID Ftsok F (N I4 1 1-4 G -Plywood. �- R -to Foambooka I `71 - i RT �xiSTf Ala / NCEEb /IVY1/114/V A-0 1 in) 55 -0z - SCALE: ,/� i APPROVED BV : DATE: pvtosq Pe40 di2le" psi - 99y i3s9 DRAWN BY REviSED REVISED ALL &Ty &9N573214(T/ON I 7 m/4N 8163E6- (041311 LYNo/1L AuI .So• ' 60/z- 6635- 7`l0Z LtGC=N �� 0t0A=tE% (\AN cs42.1, DRAWING NUMBER k1-ek Lp0j( 11 .� '-'9 a P Noki Aopi mat) \111\'14we 6‘i\\ „,0A N\t( s6kkdr( 1Je\k) q -)90t ORJ NCA \J OKA* • 10.* 1431‘1 Loer -TO ROtAft K6v\i'Nitmak/4 tie I� P`".. ►f uP Mc VE EXTIVIOk W A't— Nei AitteAlk Iq9 ALA r—t_oo,ck+J {hta Gc $E 4 Zoe- 5f174 2- 9 DRAWING NUMBER Misf) / LM A tJ AIN 'l25q ?e -(Io 8iT.le. 1 Nt N 55142- I 6751- gI- /359 SCALE: APPROVED BY: DRAWN BY DATE: REVISED Au iii. Nt4�'1�N -m I (0 3 {7 LYNO tcz- hoc S9 _ (oz.- z-- & es- 7i102, {hta Gc $E 4 Zoe- 5f174 2- 9 DRAWING NUMBER VILLAU KeyBeam® 4.504a kmBeatnEngine 4.505e Materials Database - E 2-19-09 1 11:5m D.slsc 14aof 1 1.1 954 Member Data Description: Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: 0.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 187 PLF Deflection Criteria: L/36O live, L/24O total 1.000" max. LL Snow Load: 385 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: KYB1 / l esti 660 ®/ 6 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.000" 1.500" 1775# - 2 6' 1.750" Wall . 3.000" 1.500" 1775# - Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Snow 1 592# 1183# 2 592# 1183# Design spans 6' 1.750" Product: SPF #2 2 x 10 2 ply Component Member Design has Passed Design Checks."**" Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2727.'# 3946.'# 69% 3.07' Total load D+S Shear 1330.# 2872.# 46% 6.14' Total load D+S Max. Reaction 1775.# 3825.# 46% 0' Total load D+S LL Deflection 0.0446" 0.2049" L/999+ 3.07' Total load S TL Deflection 0.0669" 0.3073" L/999+ 3.07' Total load D+S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=133% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Christopher Tennessen Villaume Industries ,.- Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. .. NTF,RPRIS "Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according tc the manufacturer's specifications. V LAUME 2-19-09 �� ,�,v,, 11:05am. KeyBeam® 4.503j �C� C 0 > A 1 of 1 kmBeamEngine 4.503z2 Materials Database 861 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 180 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 480 PLF Deck Connection: Nailed Member Weight: 16.2 PLF Filename: KYB1 t k' O 1460 / 14 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.500" 4755# — 2 14' 0.750" Wall 3.500" 1.500" 4755# — Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 1380# 3375# 2 1380# 3375# Design spans 14' 0.750" Product: 1-3/4 x 11-7/8 x 2.0E PW LVL 3 ply Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 16715.'# 33220.'# 50% 7.03' Total load D+L Shear 4085.# 11845.# 34% 0.01' Total load D+L Max. Reaction 4755.# 15619.# 30% 0' Total load D+L TL Deflection 0.4061" 0.7031" U415 7.03' Total load D+L LL Deflection 0.2882" 0.4688" U585 7.03' Total load L Control: LL Deflection DOLs: Live=100% Snow= 115% Roof= 125% Wind=133% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for mult i -ply connection details and altematives At product names are trademarks of their respective owners a � ' f r Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. ' €',TERP€tlSES, L1C "Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. 874 L`f C) Th nog SCOPE DESIGN AND DETAILING OF AN UNDERPINNED FOOTING SUPPORT STRUCTURE AT AN EXISTING FOUNDATION WALL ADJACENT TO A NEW FULL BASEMENT ADDITION. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THIS DOCUMENT AND STANDARD INDUSTRY PRACTICE. NOTES 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. 2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 3. ALL BAR SPLICES ARE TO BE A MINIMUM OF 48 BAR DIAMETERS. 4. ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 5. CONTRACTOR IS TO VERIFY ALL CONDITIONS. A SITE VISIT WAS NOT PERFORMED NOR REQUESTED FOR THIS PROJECT. MATERIALS CONCRETE: REINFORCING STEEL: AGGREGATE: BACKFILL: LOADS ROOF LIVE LOAD: ROOF DEAD LOAD: FLOOR LIVE LOAD: FLOOR DEAD LOAD: CODES 2007 MINNESOTA STATE BUILDING CODE w/ AMENDED 2006 IRC F'c = 3500 PSI @ 28 DAYS ASTM A615 GRADE 40 3/4" MAX. CLAY (GROUP III) 'feq = 60 PCF (ACTIVE) 35 PSF 15 PSF 40 PSF 15 PSF BASEMENT ADDITION PROVIDE 3" MIN. LEDGE BELOW EXISTING FOOTING 8" MIN. A4 �y�arl�a U SPED f IONS LPT. (EXISTING C.M.U. FOUNDATION Ii EXISTING BASEMENT MEANS & METHODS OF VERTICALLY AND LATERALLY BRACING AND SHORING EXISTING AND NEW WALL UNTIL SLAB IS IN PLACE IS BY OTHERS EXISTING UNDERPINNING CONCRETE WALL NEW UNDERPINNING CONCRETE WALL (EXCAVATE AS REQ'D TO MAINTAIN 8" MIN. WALL THICKNESS) WALL SECTION (6/ 7 LI laq EXCAVATE APPROX. 12" WIDE x 12" HIGH VOID BACK TO EXISTING CONCRETE WALL 0 48" O.C. AND FILL w/ CONCRETE Rev Date Almadan Residence 4654 PeIIo Circle Eagan, MN Project: Designed By: Ryan Mack All City Construction 6437 Lyndale Ave S, #101 Richfield, MN 55423 Client: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 12-18-08 Ucense Number: 45470 Signed: Print Name: Trvor Axner Project Number: 08.00643 Drawing Date: December 18. 2008 Sheet: 1 of 1 5201 East River Rd Suite 306 Minneapolis, MN 55421 Tel 763-571-2500 Fax 763-571-1168 www.uttelg.com 0 COPYRIGHT ULTEIG ENGINEERS INC. 2008 4" MIN. • #4 x CONT. HORIZ. BARS / / 4 (5 THUS) #4 HOOKS 0 12" O.C. a 2'-0" THICKENED SLAB EDGE / l'. ` e ij\--- - Li ..., . . .1 . MEANS & METHODS OF VERTICALLY AND LATERALLY BRACING AND SHORING EXISTING AND NEW WALL UNTIL SLAB IS IN PLACE IS BY OTHERS EXISTING UNDERPINNING CONCRETE WALL NEW UNDERPINNING CONCRETE WALL (EXCAVATE AS REQ'D TO MAINTAIN 8" MIN. WALL THICKNESS) WALL SECTION (6/ 7 LI laq EXCAVATE APPROX. 12" WIDE x 12" HIGH VOID BACK TO EXISTING CONCRETE WALL 0 48" O.C. AND FILL w/ CONCRETE Rev Date Almadan Residence 4654 PeIIo Circle Eagan, MN Project: Designed By: Ryan Mack All City Construction 6437 Lyndale Ave S, #101 Richfield, MN 55423 Client: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 12-18-08 Ucense Number: 45470 Signed: Print Name: Trvor Axner Project Number: 08.00643 Drawing Date: December 18. 2008 Sheet: 1 of 1 5201 East River Rd Suite 306 Minneapolis, MN 55421 Tel 763-571-2500 Fax 763-571-1168 www.uttelg.com 0 COPYRIGHT ULTEIG ENGINEERS INC. 2008 /-so` VILLAUME c1e ' 2-19-09 ,,,,(9(,,z._ Ik''l 11:25am 1of1 KeyBeam® 4.504a kmBeamEngine 4.505e Materials Database 954 Member Data Description: Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: 0.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 17 PLF Deflection Criteria: L/360 live, L/240 total 1.000" max. LL Snow Load: 35 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: KYB1 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0' 0.00" 7' 6.00" 70 70 Snow / / 760 0/ 7 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.000" 1.500" 520# — 2 7' 1.750" Wall 3.000" 1.500" 520# — Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Snow 1 270# 250# 2 270# 250# Design spans 7' 1.750" Product: SPF #2 2 x 10 2 ply Component Member Design has Passed Design Checks."**"' Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 929.'# 3946.'# 23% 3.57' Total load D+S Shear 408.# 2872.# 14% 0.71' Total load D+S Max. Reaction 520.# 3825.# 13% 0' Total load D+S LL Deflection 0.0148". 0.2382" L/999+ 3.57' Total load S TL Deflection 0.0308" 0.3573" L/999+ 3.57' Total load D+S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=133% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Christopher Tennessen Villaume Industries _ r}` Copyright (C)1989-2005 by Keymark Enterprises, LLC: ALL RIGHTS RESERVED. €'vTLRt'tttSn. SEC •,� *'Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or designprofessional as required for approval. This design assumes product installation according to the manufacturers specifications.