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4015 Northview TerCITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE:454-8100 BUILDING PERMIT Receipt? To be used for CFEUKCIi Est. Value $270. (1::0 Date OC Ti;Kf h 21 ,19ii? Site Address 4011 NORTHVIEW 'I'kRRACE OFFICE USE ONLY 1 1 Ct?UNITY OF .iOY Lot BIoCk SeC/Sub On Site Sewa9e Occupancy A?'? , i . MWCC System ? Zoning i'F Parcel No. On Site Well (Actual) Const s Name c + 1?Uh 1`:1Y OF .TOY City Water X (Allowable) r y ??•? W = Address 17115 tIANI? IRA1+ CT PRV Required iF of Stories ? ? 'City LAk3?L? Phone 632-5967 gaoster Pump Len th p 81 ? De h 741 a Name SMtF: S.F. Total 7•11310 , ? i AadreSS _ Footprint S_F. 5J70 ? City Phone APPROVALS FEES uW Name JOH?'s0t4, SliELaQN & SO1t8?iSON Engr./Assess. Permit ?i,126.C,4 ?JS ? ~ W ? 10249 Y@F.IA1W CIRCI.E DR Address Planner 5urcharge ? _ ? W City Phone 935-6337 Council Plan Review s?? ? ? ? Bldg. Off. SAC. City 2 00• a' I hereby acknowl8dge that I have read this application and state that the Variance SAC, MWCC ? 1?•? information is correct and agree to comply with all applicable State ol Water Conn. Minnesota Statutes and CitY of Eagan ardinances. Water Meter SignattyreofPermittee RoadUnit ?'+y??•?? A Building Permit is isst?@d to:._ =' ?Y Treatment P1 on the express condition that all work shall be done in accordance with all l Parks app icable 5tate of Minnesota Siatutes and City of Eagan Ordinances. TOTAL $9 r 46a. ? Building OfliCial _ BLDG. PERMIT NO. 01-3210 Bldg. Permit 01-3422 Plan Check 01-3445 Surch./Adm. 01-3446 SAC/Adm. 01-2155 Surcharge 5-3860 Road Unit -2275 SAC 20-3865 Water Conn. ?. 20-3868 Water Trmt. 20-3716 Water Meter 20-2252 Acct. Dep. 20-3713 Water Permit 20-3743 Sewer Permit 79-3866 Sewer Conn. 28-3855 Park Ded. ? J 1 J ? ? ?. ? 16. 6 TOTAL 1'? _ ` CASH RECEIPT y? CITY QF•EAGAN ? ' 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 J ? DATE / 19 FAECErven AMOUNT $ r) , O CASH & DOLLARS ,oo CHECK av ? ? • , _ . . White--Payars Copy . Yelb?ostin9 CaPY } . . . _ .._ < . Pink-File CoPY Thank You 1NSYEC'I,IUN 12E(.;UllD C1TY OF EAGAN PERMIT TYPE: ?3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (651) 681-4675 SITE ADDRESS: APPLICANT: PERMIT SUBTYPE: , r.• . TYPE OF WORK: INSPECTION .. . .A .i>LnN Prvtrwr n Bv wnYNr Mi I i.r N ,4Rr..Nf Tfr, r: r[frra AR ( tti rE'l t% ? i. 37 {0 Pennlt Holder Date Telephone X SEWERI WATER PLUMBING HVAC Inspectlon Dats Insp. Comments FOOTINGS e a-e FOUND FRAMING ROOFING PWMBING G ? PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BIDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS coNDucrlwrr TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL OQ+IDITIQIAL C/0 CNEY / 01rrti#ira?t of {Orrupanry titp of Cagan OPpubttptlt of l1dIb*mg JqRpPtftDtt This Certificate i.ssued pursuant to the nVuinemew of Sertioa 306 ojtJie Uniform Building Code certifying t/wt at rhe tisre of iuuaxce this .rtructure wns in compliance with the varrous ordinances of tlie City r+eguJaltng 6uilding conj&ucdon or rrsG For tHe following. u. aamfi..oa CHEM Bldt. Rmit No. 15763 pxupaoCy TyP? A2/1 7noio6 D'rtrirt ER Tm coca Wugar- Unw ofBuddiig03+UNnY OF JOY Add? 17I I5 HATATTRAT. ?YY1RT. i.ATCFVTTTF B?4015 rURII?V1 g? L I, B 1, m+i?7NI'IY [F ?xn? MARfl3 24 - 1989 ?8 PosT nN A coHSrrcxJous PIwcx ? -PERMIT # '. t ' ?. ?• PLUMBING PERMIT CITY OF EAGAN RECEIPT # i-/??3630 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: ?`'•• CONTRACT PRIGE: „' - PHONE: 454-8100 = Site Address ? ? _r Lot Block ?ec/Sub ,_. m Name . ` O 6 cs Addresst!'?nL ? ??+0'f'?? y c Ciry t c f.? Phone (C /-9 7 ,. ?,,L Name I , 3 7/ q/ f Addre'S5 0 City Phone FEES -3 `l5 . 00 COMM/IND FEE - 1°b OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE 8 CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE - $12.00 MINIMUM - COMM/IND FEE - $20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) 4?F? SIGNATURE OF *RMITT? FOR: CITY OF EAGAN BIDG. TYPE WORK DES.?RIPTION Res. New ?' Mult. Add-on Comm. ? Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: N FIXTURES TOTAL ? Water Closet - $3.00 $ ?_Bath Tubs - $3.00 ,-'-' Lavatory - $3.00 Shower - $3.00 ? Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whiripool - S3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE: STATE S/C: P GRAND TOTAL: ` ' ?-J' ities Dijzital Qualitv Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. • . , PERMIT # ' MECHANICAL PERMIT RECEIPT # ? o CITY OF EAGAN 3830 P ILOT KNOB ROAD, EAGAN, MN 55122 DATE CONTRACT PRiCE: PHONE: 454-8100 For Office Use Only: Site Address HtDG. TYPE WORK DESCRIPTION Lot Block Sec?Sy b Res New Mult Add-on Name ? Address - Comm. Repair City Phone 9ther - FEES • ? Neme - RES. HVAC 0-100 M BTU - $24.00 c Address >' ADDITIONAL 50 M BTU - 6.00 p City Phone (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) - 1 50 EA . . TYPE OF WORK COMM/IND FEE - 1% OF CONTRACT FEE Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPUES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU REMODELS - 12.00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent CFM ii (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets # BEYOND $1,000) Other FEE: '? - • 51GNATURE OF PERMITTEE S/C: d TOTAL• 77 FOR: CITY OF EAGAN CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PH O N E: 454-8100 BUILDING PERMIT Receipt # To be used far Est. Value Date SiteAddress Lot Block ? SeC/Sub. Parcel No. ¢ i 3 0 °C Name_ .o ? Q Address ? City _ Name 71?4K;1014, SHIILD():1 !4 SO1tMON ,,,,,,.,,,,,, 12YELLOW CIRCLE DR Signature of Permittee A Building Permit is iss on the exoress conditio Building ation and state that the all applicable State of s. .rat with all ,19 OFFIC E USE ONLIF- On Site Sewege Occupancy `• ?? 1 MWCC System ' Zoning On Site Well (Actual) Const City Water k (Allowable) v 1??k PRV Required * of Stories k Booster Pump Length ? Depth S.F. Total Footprint S.F. APPROVALS FEES Engr.lAssess. Permit Planner Surcharge Council Plan Review Bldg. Off. SAC, City Variance SAC, MWCC Water Conn. Water Meter Road Unit Treatment P1 • ?1? Parks TOTAL '' ' ? Psrmit No. Permit Hotder Date Telophone ? S F ng ? (/ ' fC ? H.i/.AC. c ? O Electric , ? D D , - Softener Inspsction Dats Insp. Comments Footings I - ? Footings II Foundation Framing Z-) Roofing Rough Plbg. ,'?. " - l- o Rough Htg. Isul. 8 C? -/C>• 8+'I' 1'O Fireplace Final Htg. Final Plbg. _ G - Bldg. Final _ Cert. Occ. 0 441-1 i /C Temp. LP Deck Ftg. Deck Final ?,?3 '? ?•?'CC?:t G<t• d0n Well L h Pr. Disp. 3/0 OK ° z -/_ rL`.7 CITY OF EAGAN Permil No: Date: ' 3830 Pilol Knob Road Meter No: ?1? Size: ,, ?r• 1UPW P.O. Bax 21198 ??l f ?er No: U07?] 3 77 ? Date: Eagan, MN'55121 Conn. Chg: Acct Dep:_ Permit Fee: ?Qpd_ Surcharge: ?Qpd Tr. Plant Meter Zonin9: -- - T'yq?;'- No. of Units: (Ah + 'r: I agree to comply with the Clty ol Eagan Ordinances. Misc.: / '` ?-P gy ? ??/'R p A W TER SERVICE PERMIT CITY OF EAGAN Permit No: Date: 3830 PHot Knob Road B/ P No: Date: 1P- 7 1 -P5-- P.O. Boz 21199 ' Eagan, MN 55121 r.omlaunitg of Joy Owner. Site Address: Trrr Plumber. `'tar ' i'=rt+isr `:?4'• 1 , 1,' . A4WCC: Zoning. City Chg: ; - No. of Units Acct. Dep: 1 agree to comply with the City of Eagan Permit Fee: Ordinances. 5urcharge: M By CITY OF EqGAN Permit Np: 140 SA Date: 3830 Pilot Knob Road Meler No: Size: P.O.'Boz 21199 Reader No: Date: - Eagan, MM 55121 Site in. Chg: ;t Oep: mit Fee: 'ChargB: Plant Zoning: - No. ot Units: I agree to comply with the City ol Ordinances. WATER SERVICE PERMIT CIT1f OREAGAN 3830 Pilot Knob Road, P.O. Box 21•199, Eagan, MN 55121 N? 15763 PHONE: 454•8100 0 pf-j?) D 7' ! BUILDING PERMIT Receipt# . To 6e used for CHURCH Est. Vatue $270, 000 Date O•TOB .R 7 ,198$- Site AAdress 4015 NORTAVIEW TERRACE lot 1 elock 1 Sec/Sub. COMMIJNITY OF .TOY Parcel No m Name COMMUNITY OF JOY w zAddress 17115 HANNIBAL CT ? Ciry LAKEVILLE phone 432-5967 ¢ Name S? 0 ? a Atldress ? City Phone OFFICE USE ONLY On Site Sewage _ Occupancy MWCC System X Zoning On Site Well _ (ACtual) Const City Water X (Allowable) PRV Required _ # of Stories Bo05ter Pump _ Length Depth S.F. Total Foo[print S.F. A-2, 1 PF V 1 HR V 1 HR 1 811 74' 7,200 5,970 WWIName .TOHNSON SHECON & SORENSON `-W 9 YELLOW RCLE DR i ? Address 102FQ aw City MTKA ;PtloneT 935-6337 I hereby acknowledge t information is correct ; Minnesota Slatutes am dion and state that ihe all applicable State of Signature of Permittee A Building Permit is iseoC!Ft?i??iuivi i c vr Jv i__ on the ezpress condition that all work shall be done in accordance with all applicable State of Minnesota S tutes and City of E n Oidi ances. 8uilding Official___ _?•?-__? ._ ?_- APPROVALS Engr./ASSess._ Planner _ Council _ BIdg.Off. _ Variance _ FEES Permit Surcharge Plan Review snc, City SAC, M WCC Wafer Conn. Water Meter Road Unil Treatment P1 Parks TOTAL $1,126.00 135.00 563.00 200.00 1,100.00 ?5 928.00 4nR_0Q $9,460.00 ?,2REQUEST FOR ELECTRICAL INSPECTION ee-ooooi-os Il, See insGUC[ions for camoletin0 this form on back ol vellow caov. ?3tr2-2 0 -'X" Below Work Covered by 7his Request V?ev.tAdtl1 FleO.1 Type ot BuilUing ? Appliance. WireG ? Enuwe+ent Wired ? I I I I DuPlex 1 I Water Heater IXI Liahtinu Fixturec I i.ommerciai niag. rumaCe Dilo Unloac]er Industrial 81dg. Air Conditione? Bulk Milk Tank Fwrm . 1- 1 Otner oer,i y lher (SUr.cifvl N Fee ServiceEntrenca5iza H Fee Fexders/Subiexders p Fee Circuits Oto200qm s Oto30qm s 0 to30Am s 0 Above AMMArnosi .1 31 to 100 qmps 31 to 700 qm ? Swinuning Pool Above 700_Amps Above 100_AmNs Trans*ormers Irrigation Booms Partial.'Other Fee ai a[ hispection S / f XauBM1-in Dute theElBt?ricel? ^ ? ? ?i /Y:?- Inspectaq heraby '?? ??? artify that tha ebove Final ?'fe i ..nspection hes been ? l?' l? mede. This roQaest void lA nwnths trom D. 3022 O,u, at,&?v(?? I Request Date -I-T .{?}?r '/1 ?C? ??C` i A O Fire up_ m InsVer.tion equi eA? OReadY Nuw?Will N??:ifv. 10spec- . s ?No «n When adv fle pp Licensed Eleclrical Gonvactor I harebv request inspattion ol above /Oed r J L Owner elactrical work installed et: Sa e l"dre;s. B or Ro e o. ? ?• ! OW Cit ?}?( I ?/ ? ecuon o. Township Name or No. Rnnge No. County J/ ?? On 4ant IPflINTI Qa {l1 byC1 ?? Phone No.//?p//`???? ?t.? Power Supplier air eLeeTi '40,41 Address y ??1? Elec,t ca Contractor ICOmpanV Namal f????l9 Conlrer.tor's Licenye No. ? 3 Mail' AtlJress ICOntr o? Owner Makine I tallationl o / ,?Ea•?:h e ?a,e w. SS?3S.2 Av horiz i natare ? ontrnct Ow e Ma i?9 InstallatioN hone Number YS- 2 MINNESOTA STATE BOARD OF ELECTqICITY THIS INSPECTION qEQUEST WILL NOT Griaos-Midwav Bldg. - Noom N-191 BE ACCEPTED BV THE S7ATE BOAND 1827 UniversitV Ava.. St. Peul. MN 55104 UNLESS PHOPER INSPECTION FEE IS Phone (612) 642-0800 ENGLOSED. This request void / 18 months trom D 3 0 21 9 He Pire No. n 9h I' uectip Fe uiretl? . eaAy Ni?w ? Will Notify Ingpec- [3Yes o mr When q¢ady Licensed Elecvical Conir.?etor I heraby request insoection ol ebove Owner elecnical work installetl at SVee Address,5 n Box or e No. Ciry ection o. Townshi0 Name or No. Range No. c i Occuu:?nt IPPI ? P1mne N Power Supplior AdtlresS K ? N ? J?W? P( Ele 1ri al Convactor (Company Namel C hactor?s Licen e o. O Mailing AtlJre, s ontr or or ¢r Making Instail ionl ? I e. uN rized ' n' [ure IC ntractor/ ner ak Installation) Phone N umber r MINNESOTq STATE 80AND OF ELECTflICITY THIS INSPECTION NEQUEST WILL NOT Griqgs•Midwey Bltlg• - floom N•191 eE ACCEPTEO 9Y THE STqTE BOARD 7621 Universitr Ave.. St. Paul, MN 56704 UNLESS PHOPEfl INSPECTION FEE IS Phone (612) 642-0800 ENCLOSED. REQUEST FOR EI,FCTRICAL INSPECTION es.ooooi-os ? Sec instructions br camolelin0 this tarm on beck ot Vellow copy. D' 30219 "X" 8elow Work Covered by Ihis Request Add Reo. Type oi Bulltling Apoliancea Wirad Equiymeot WireA Home Fange Temporary Service Duple.x Water Heater Liyhtiny Fiztures Apt. Building Dryer Electric Heatin ZiRfigR Idy. Furnace Silo Unlonder industnal BIAy. Air Conditioner Bulk Milk Tenk Farm tnr, oeci y otne. Sucnfv? t .r SUCCify Other Othei Compute Inspecbon Fee Belaw p Fee ServiceEnheneaSixe tt Fee Feaders/SUbieeders d Fe Circuits ? to 200 qm s 0 to 30 Am s 0 tn 30 Am. s Ahove 200 qmps 31 to 100 Amps 31 to 100 Am s Swinuning Pool Above 100_Amps Above 100_Amps Transiormers Irrigation Booms Partfa6Other Fee Signs Special inspection $ Femarks , TOTAL F ? h ooen-m ?? ? ? ua?e I, ?he Elect Inspector, hereby Final iq / I(!? ? ' z 9/i 1e carlify that the above fnsDaction has been matle. reQUest vo101B monihe ''1Q'?5 ?: '?`,ra-r?•?- 7?a.c? .`?' C Q?b1,c4,Qo ?Alv, l? e7, l cP -f Gr? ??_ iuaO. ? ? I I 2007COMMERCIAL BUILDING rERmrr arrLicaTiox _ City Of Eagan ? G ` 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Plans are considered public information unless you state they are trade secret and why. Civil Plans (2) Certificate of Survey (1) CodeAnalysis (1) Projecl5pecs (1) Spec Insp & Testing Schedule (1) " Soils Report (1) . Meter size must be established 1 1 b l 1 y SAC determination - ca11651t>D2-1000 . Soils Report (1) • CertiFicate of Survey (i) • Structural Plans (2) • Architectural Plans (2) sets 04- HVAC units req'd, on bldg elev. / site plan • Civil Plans (2) • Landscaping Plans (2) • CodeAnalysis (1) • EnergyCalculations (1) • Emergency Response Site Plan (1) • Spec.Insp.BTestingSchedule (i) " • Eledric Power & Lighting Form " (1) • Projed5pecs (7) • Master Ezit Plan (1) • SAC detertnination • call 651-602-1 000 • Fire Stopping Submipals • Fire SuppressioNAlartn Form • ArchiteGUral Plans (2) sets • CodeAnalysis (1) " • ProjedSpecs (1) • KeyPlan (1) • Master Exit Plan (1) • Energy Calculations (1) not always" • Elec. Power & Lighting Fortn (7) not ehvays" • Meter size must be established-if applica6le . SAC detertnination - call 651-602-1000 Calf MN Dept of Health at 651-201-4500 for details regarding food & beverage or lodging facilit •• Contact Building Inspections ro see if i[ is required and for a sample. •?* Permit for new buiiding or addition wiil not be processed without Emergency Response Site Plan. Date Construction Cost 41 4,1 Site Address ??l L/p?, ,.? qi?! crao Unif/Ste # Teoant Name ? ci• --? Former Tenant Name Description of Work ^1?-r-! Property Owner CV'.-t -ft . Telephone # ( ) Applicant is: Owner YContractor Contact #: (??a ) `J ? L•? ??t`? 02 i? Contractor T X l?% ca ?S' Address 3 '91 ,6t,VP Y' I( City Z*Jf State ?4 1yo, Zip Telephone #((*/ a) O y? 2 Arch/Engr Registration # Address City State Zip Telephone # ( ) Licensed plumber installing new sewerlwater servi ce: Phone #: hereby appiy for a Commercial Building Permit and admowledge that the )nformance with the ordinances and codes of the City of Eagan and the S )plication for a permit, and work is not to start without a permit; that the ork which requires a review and approval of plans. ? tion is complete and accurate; that the work will be in 1 Statutes; I understand this is not a permit, but only an be in accordance with the approved plan in the case of P:- Applicant's Printed Name ApplicanYs Signature DO NOT WRITE BELOW THIS LINE Sub Types 0 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement ? 26 Public Facility ? 27 CommerciaUindustrial 0 28 Greenhouse ? 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)• ? 43 •Demolition Building - Give PCA hand, Valuation Plan Rev 100% _ 25% _ SAC Units Nbr. of Units Nbr. of Bldgs Fire Sprinklered Required Inspections _ Footings (new bldg) _ Footings (deck) _ Footings (addition) _ Foundation _ Drain Tile _ Driveway Apron _ Roof Ice Pr _ Decking _ Framing ? 30 ? 32 ? 34 ? 35 ? 37 Demolish (Interior) Demolish (Foundal Reroof )ut to-appliwnt Accessory Building Ext Alt Apartments Ext Alt-Commercial Ext Alt-Public Facility Nail Salon ? 44 Siding ion) ? 45 Fire Repair ? 46 Windows/Doors Type of Const Width Occupancy MCES System Zoning Ciry Water Stories Booster Pump Sq. Ft. PRV Length Code Edition _ Fireplace _ R.I. _ Air Test _ Final Insulation Sheetrock FinaVC.O. FinaVNo C.O. Other _ Insul _ Final _ Pool Ftgs Air/Gas Tests Fina: _ Siding _ Stucco Lath _ Stone Lath _ Final Windows Final C!O inspection: Schedule Fire Marshal to be present. Yes _ No Approved By: Planning Building Inspector Base Fee Surcharge Plan Review SAC-MCES SAGCity S/W Permit SMl Surcharge Treatrnent Piant Treatment Plant (Irrigation) Park Dedica6on Trail Dedication Water Quality Water Supply & Storage (WAC) Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total SewerTrunk Water Trunk State of Minnesota Department of Labor and Industry 443 Lafayette Road N. - St. Paul, MN 55155-4344 Construction Codes and Licensing Division Telephone: (651) 2845065 . E-mail address: dli,contractor@state.mn.us Website address: www.doli.state.mn.us Residentiai Buiiding Contractor Licehse _egal Name: THOMPSON PETER K 3BA: THOAAPSON EXTERIORS 4ddress: 3543 21 ST AVE S MPLS, MN 55407 _icense Identification Number: 7039 _icense Expiration Date: 3131/2008 Business Structure: INDIVIpUAL PFlOPRIETOR Qualifying Person: PETEFi K THOMPSpN Continuing Education: 7 hours due by 3/31 /2G06 COMMERCIAL ' 2002 BUILDING PERMIT APPLICATION r? ( CITY OF EAGAN 651-681-4695 Foundation Onl New Construction Interior Im rovement • SWdural Plans (2) sels • Architectural Plans (2) sets • ArchiteGural Plans (2) sets • Civil Plans (2) . SWdurel Plans (2) • Code Malysis (1) " • CertificateofSurvey (i) • CIWIPIans (2) • ProjectSpecs (1) • CodeAnalysls (1) •' . LandscapingPlans (2) • KeyPlan (1) • Project Specs (1) . Code Analysis (1) " • Master E)cit Plan (1) • Spec.Insp.87estlngSchedule'• • CertificateofSurvey (1) • EnergyCalculations (1) not always" • Soils Report (1) . Spec. Insp. & Testing Schedula (1) " • Elec. Power & Lighting Form (1) not always" • Meter sizs must be esfablished • Meter size must be established • Meter size must be established - if applicable • ProjectSpecs (1) 1 • EnergyCalalations (i) 1 • ElecVic Power & Lighllng Form (1) " 1 1 • Master E)dt Plan (1) 1 1 • Emergency Response Slte Plan (t) 1 • SoilsReport (1) 1 • MGES SAC determinaGon letter . MGES SAC determination letter • MC/ES SAC determinatlon letter call 651-602-1000 call 651-602-1000 call 657-602-1000 Food & beverage or lodging facilities - submit plan to MN Department of Health. Call 651-215-0700 for details. Contact Building Inspections for sample. Permit for new buildings or additions will not be processed without Emergency Response Site Plan. Ask Building Inspections for requirements. DATE: ('/(Jr' `Q- WORK TYPE: _ NEW RMODEL CONSTRUCTION COST: ?2 2.2m SITEADDRESS: S/!±/' I/ f-P CAP -_!„lI I^ ?^ q C9 TENANT NAME: 4! d* .4-A r.,'",=7d SUITE #: FORMER TENANT NAME, IF APPLICABLE DESCRIPTION OF WORK 10,9k't cr Name: 4Ca'1nWU,^r J -J6V '646ns^q4 Phone #: ( le ? ) ?p g 7, 90 ra PROPERTY Last Fust OWNER StreetAddress: City: State: Zip: SsL 2 pj Company: Phone#: CONTRACTOR StreetAddress: ? 3 -9-l C3-,Vr r-sw' City: ?,(yU State: Zip: p7r&7 ARCFITTECT/ ENGINEER Company: Name: Street Address: City: Licensed plumber Installing new sewer/water State: I hereby acknowledge that I have read thfs application, state that the information is Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant:_ Phone # Registrarion #: I D I I IZ4PJ :hone #: L_ nd agree to con ?t all applicable State of OFFICE USE ONLY SUBTYPE II Ol Foundation ? 26 PublicFacility ? 30 Aceessory Bldg. II 14 Apartments ? 27 Commercial/Ind ustri al fl 32 ExtAlt - Apts. I I 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. I! 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon WORK TYPE II 31 New CI 35 TenantImpr ? 42 Demolish(Fou ndation) ? 46 Windows/Doors 11 32 Addition [l 36 Move Bldg CJ 43 Reroof ? 47 Repair I I 33 Alterations ? 37 Demolish (Bldg) r? 44 Siding ? 48 Authorization I I 34 Replacement ? 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Census Code Zoning SAC Code # of Stories No. of Units Length No. of Bldgs. Width Const. (Actual) Basement sq. ft. (Allowable) First Floor sq. ft. UBC Occupancy sq. ft. MISCELLANEOUS INSPECTIONS I I Gas Service Test L] Heating APPROVALS Planning Building ? Insulation *Y1461` Engineering sq. ft. sq. ft. , sq. ft. sq. fr. MGES System City Water Fire Sprinklered ? Plumbing LJ' Stucco/Stone Variance , , Permit Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies VALUATION $ % SAC SAC Units Meter Size Total PERMIT# ?2!n'73 RECEIPT DATE: U.SIDENTiAi. PLUM$INH PEiMIT APPLICATION crrYoF EAsM 3850 PlLOT KNOB tiD EA&AN, b11V 55122 651-681-4675 Please complete for: ? single family dwellings D townhomes and condos when permits are required for each unit ? backflow preventer for irrigation system SITE ADDRESS: ?? I '?:) Kho-m1Ll1J 4 _) OWNER NAME: : Ck>!YNV-r)v? C,L&YITELEPHONE #: _30 - (,o'zl L--1 (AREA CODE) INSTALLER NAME: STREET ADDRESS: TELEPHONE #:l0 "J I - I 1 " Q (AREA CODE) C1TY: f? X?'w,cMtm a A/-\ 'r STATE: " IJ ZIP: S`C)l07?' Place a check mark next to the permit work tvpe New residential dwelling unit under construction and not owner/occupied $ 90.00 X Add-on, modification or alteration to existin dwelling unit, including: $ 50.00 • abandonment of septic system • new installation/repair/rebuild of RPZ • lawn irrigation system • water turnaround Nature of work: ??a_6 1! X bfJ U Septic System, new/refurbished - $ 225.00 • includes Counry & Consuiting Inspector fees • requires MPC license State Surcharge $ .50 Total Reminder: Be sure to schedule inspections of alterations, i.e, water heaters, water softeners, etc. I hereby acknowledge tnat 1 have read Nis application, state IDat the informa6on is correct, and agr e to comply witfi all'applica6le City of Eagan ordinances. It is the applicanPs responsibility [o notify the pmperty owner that the City of Eagan assumes no lia i ty for any damages caused by the City durinq its normal 'srational and maintenance activities to the facilities constructed under this permi[ within ?C(ty p rty/right-of-wayleasement. SIGNATURE,PfF PERM Updated 1l01 I:; f Y CiE- F:.(lf:;fih,l C.;AS4i:CE.ti; ^ "fL:i:MCNIa!... t!t3e 7'i'r T!F(iLii; :IJ0/27,-98 T°ra.iE„ i?.:?.1faW. ?1::'", NF7iMs(:::; C[JhSi11.1N:1'.'f`; C.li .1[}Y Ch!lil;:C{-i rc^:`i6 9001 401.3 NOP;T!It:ZL::ixl 8.)'1.79.96 2257 900:!. 400 N(;il:7Fl'J]:fi:Nf =i1 pfli.;!,.CiO . _(.oi;;,.l. R7:.cr.,:lp4: i=imm!f1'i:;; :I,.3y17_,..f.-6 CRCl9(3;; M l.i!i!aR M f•!APJi:'Y ? PERMIT CITY OP EAGAN 3830PilotKnobRoad PERMITTYPE: gUILpzNG Eagan, Minnesota 55122-1897 Permit Number: 033761 (651) 681-4675 Date Issued: 10/ 2 3/ 9 8 51TE ADDRESS: P,I.N.: 10-18175-010-01 4015 NORTFIVTEW l'Eit t.QT: - 1 BLOCKa 1 COMMUNITY QF JO'r' CHURCH DESCRIPTION: 6u.i]:dinq`:Permit Type B?ilding Wonk Type Xbnsus Code '; t\ i i - f ? in y. . . . /. . , . . ?• ?• A O D I T I O N 3-t§"PLACE OF WOftSNIP l+ ? + "j REMARKS: PLAN REVIEWED 8Y WAYNE MILLER. ARCFIITECT: FSRM AftCHITECTS 9930 142ND PATH WEST _ FEE SUMMARY: Bass Fee Plan Review 5urcharge SFMC 5AC % SAC Uni.ts Subtotal VALUATION $1.087.25 $705.71 $70.00 $ z,emm.e0 100 2 _.._.__._$3,563.96 $140, 000 CTTY 5flC WATER CONN. 7REA7MENT PL. LANDSCAPE GUAR Total Fee $200.00 $3,228.@0 $888.00 $13,179.96 CONTRACTOR: -- Applicarit - OWNER: O.D! ROGNESS CONS1'RUCTSfJN 24691612 COMMUNITY OF JOY CHURCH 72511 f=OREST RIDGE DR 4015 NQRTHVIEW TEF2 LAF.FVILLE MN 55044 EAGAN MN 55121 . (612) 469-1612 Z he by acknnwl e that i have rerod this appkzcation and staZe that the inf r at' n is c rect' and agree ta comply with all appl.icable State nf Mn. Sta w e n' Git a Eagan Ordinarices. L - ?? IT SI -_?L SUED BY: SIGNA R7E ? , 1998 BUILDING PERMIT APPLICATION (CONlMERCIAL) ' CITY OF EAGAN 681-4675 --? i Suti im t f lowina to obtain necessarv oermit Foundation Oni New Construction Interinr improvement strudural plans (2 sets) arohitectural plans (2 sets) erchRecWrel ptans (2 sets) dvil plans (2 sets) strudural plsns (2 sets) wde analysis (7) " code analysis (1) ° civil plans _ (2 sets) project specs , (t set) soils report (1) lendscapin9 Plans (2 sets) Key Plan projedspecs (1) codeanalysis (7) " energywlwlations (t)rrotaWays" Special Inspections & Testing Schedule " soils report (1) Electdc Power & Lighting Fortn - (1) not aAvays " SAC determination lerier from MCIV1fS - SAC determination letter from MCNVS - SAC detertninetion letter from MCMfS - call 602-1000 cell 602-1000 wll 602-7 D00 Special Inspeotions 8 Teating SchedWe (1) " - projeclapecs (1) energycalwlations (t) " Electric power 8 Li htin Fortn 1 " Contad Building Inspections for sample Food & Beverage r Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details. DATE: WORK TYPE: _ NEW 4 REMaDEL DESCRIPTION OF WORK: CONSTRUCTION COST: SITE ADDRESS: -lO I TENANT NAME: No??a.vaw/ ?-C?c`uYt- SUITE #: LOT ? BLOCK _L SUBD. 6??C # Nazne: Phone It: PROPERTY Last First OWNER Street Address: City State: Zip: CompanY: _0 . ? . Zoc w,- S S C0ua`I Phone #: 61 ? " ?I-? `? - ! (o ? Z CONTRACTOR Street Address: 2 Z5// F r?54 ? J", License # City X q k e v- i/612 17k State: Zip: 5,15044? ARCHTTECT/ / ENGINEER Company: F-irw Phone #: 4??z 27 2. 25' Name: 1964 Registration }l: Street Address:_ 30 1-1?-z !Ng*4 Ciry aA? Sewer 8 water licensed plumber (only if installing sewer 8 water): I hereby acknowledge that I have read this epplication and state that the Minnesota Statutes and Ciry of Eagan Ordinances. Signature of Applii _ State: ' W Zip: ? OFFICE USE ONLY BUILDING PERMIT TYPE ? , Q1- Foundatir?n ?18 Comm./fnd. WORK TYPE ? 3? New ?Y 32 Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS V vo 193 P.D ? 19 Comm./lnd. Misc. * ? 20 Public Facility ? 33 Alterations ? 34 Repair 1 Basement sq. ft. First Floor sq. ft. 2 aD ?4 sq. ft. sq. ft. sq. ft. sq.ft. Footprint sq. ft. Planning Building /,A) v? ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS System 41253 City Water ?675 Fire Sprinklered Census Code SAC Code ' Census Bidg. y;;8'3 Census Unit Engineering Variance PermitFee /067,?5 Valuation: $ ,OC90 5urcharge Plan Review 706 , 7S MC/WS SAC ? p,n FJ /o o c x.? City SAC 'A mv Water Conn. 3 ? S/W Permit ! -- S/W Surcharge - Treatment PI. Park Ded. - Trails Ded. `- Water Qual. , ? - 0 Other 5060 , 1-/`)"Mw5G141 16 Copies 1-7 9 9 Total: % SAC /o O -1i 3 -Ae? ao o/ ?- SAC Units Meter Size 612-544-8914 DARG BOLGREf1NMENK 358 P03 OCT 09 '98 13:38 sraclAL I149PECT2011 MD TaBTT3tG acRsnoza IYo ba aswd in aeenrAanre wtth eho •Gattlelinea toc Sppcial Zneyeetian sna Yveti.nq^? 1AOJ6C7' NA14E LOG7ITION eaawru. rvRalnC7M1 BmlDlrt.E PROJBCT NO• ?1} P?PNI'C NQ. Q o VLV 1-iol 5.2 k ?-'(farps a! Report tre e 0 ic 1 Rnaigned . Firm ?1 I?tp1" ?'y ~ n u N {1 H 1 . li . f AeE*s: Thls Ychpdule to ba tiiled c+ut and ineluded ,4n the project epcelficatien• 3nfa:ma_ :- unarallsbls at that tS.me to be Eilled ouC ahen 4pqlyln4 [oe a Aui]ding permit. 11) PasmLt Ha, to Ds previded hy tha 8vildinQ OEflGial. (7) tlee QearrS.ptiCao pet t1.8.C. SeeKion 1701,S {7) speolal Inepector, Telting Agent or sabrienlnr. (4) FLrm contxapLSd to perfocm eervieae. ?0Ch AcpAOKLBDC6iQMrs muaC sign belov: I CcntracCOr•? W14'e, Dakr. A:Chitscl: TiYls= DatO:-7? SBR: 1irm: eate:V-?? • Sf; Pirw: Dseee ____ • St; Piem: nake: ?.... S11; ? tirm: naLe:_ 2'A: J...?- t. G Metropolitan Council Working for fhe Region, Planning for the Future Environmental Ser-uices Octaber 1, 1998 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, NiN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services Division has deternrined SAC for the Community of Joy Addition located at 4015 Northview Terrace within the City of Eagan. This project should be charged 2 SAC Units, as determined below. SAC Units Charges: Fellawship 3654 sq. ft. @ 2060 sq. ft./5AC Unit 1.77 or 2 If you have any questions, call me at 602-1113. Sincerely, d.-t 9 - 7odEdwards Staff Specialist Municipal Services Section iL.E: (i65) 98100153 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Dean Madsen, Firm Architects AREA CODE CHANGES TO 651 IN JULY, 1996 230 East Flfth Street St. Paul, Mlnnesota 55101-1626 (612) 602-1005 F? 602-1183 TDD/11Y 229-3760 A. EquN OPP?ffJ E^W?JR , DARG, BOLGREAN, MENK, INC. 'Consulting Structural Engineers • 7575 Golden Valley Road Suite 210 GOIDEN VALLEY, MINNESOTA 55427 ' (612) 544-8456 CIIV /Ct0\ CAd OftIA ,oa Comtv, UN ?T4 epF- J"'t2y AC+A SNEET NO. Y OF L1 caLcuuTEo av I !?"`? ?- . I b- (O -?9 r7 CHECKED 8V OATE SCPLE ?NOdhTm'a ?S9b SAqcl ?'l IvaCOm? DARG, BOLGREAN, MENK, INC. Cansulting Structural Engineers 7575 Golden Valley Road Suite 210 GOLDEN VALLEY, MINNESOTA 55427 (612) 5448456 FAX (612) 544•8914 oe GOMMulklITV O? Z70Y &DDN SHEETNO._ I , ' I OF CALCUUTEO6Y-?4. M^ Y.1 414 DATE I O?-3 " Q -1 ob CHECKED BY DATE vaaacT mri IsM aMSI tast µ+EaM?ma?aa.we oirti. io? exortmum 1.eoomaeo DARG, BOLGREAN, MENK, INC. , 'Consulting Structural Engineers • 7575 Golden Valley Road Suite 210 GOLDEN VALLEY, MINNESOTA 55427 (612) 544-8456 FAX (612) 544-8914 ,oe GoMMVNtTy OP M2!?/ SHEETNO. 02,- 1 OF CALCUL0.TEO BY ?+? DATE CHECKEOBY onTe u WAqLTNN-113n9kbNGS1E3'l lo+mmi ?oBGo?,??n?cul?T•i aF J'ov 14DDhJ DARG, BOLGREAN, MENK, INC. Cansulting Structural Engineers SHEETNO. OF 7575 Golden Valley Road Suite 210 OpLCl1LATED BY ?• M ET4 ?- pATE I C)??- Q? GOLDEN VALLEY, MINNESOTA 55427 (612) 544•8456 cHecKeoev DATE FAX (612) 544•8914 crei c J . _.. . ?. ? , L- ,.. ?'?,._. 4 orac? pS 1 _ . . ; _ p_5 i 4_oo o A . . , , i .._ i ...__ , _... ,., ??...QC..?c,. :._. , .... 1 . F ?. i 5?n S r . ;... _.._._.. T...yPw._.M (?.._?) _..... : ? ???;os?o....ps?. i 57-6--w-L ?._._ . AS? k4o15 >_49 60(K4?.? .... _._.. , , _ __ Pr s'C7•? _ ? 3 ? . . 4R !... oiz. A5? 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CHECKED 9Y cem c pqqFipll(S+qkskps?3(6tINtlEN1 DARG, BOLGREAN, MENK, INC. Consutting Structural Engineers 7575 Golden Valley Road Suite 210 GOLDEN VALLEY, MINNESOTA 55427 (612) 544-8456 FAX (612) 544-8914 JOB GO M M uW-rv oF Se Anr>n q SHEETNp. 6?) 0 OF CPLCULATEDBY DATE CHECKED BV pATE vaooucr m+?, is+we ?i psi mnnwi DARG, BOLGREAN, MENK, INC. . . Consulting Structural Engineers 7575 Golden Valley Road Suite 210 GOLDEN VALLEY, MINNESOTA 55427 (612) 544-8456 FpX (612) 544-8914 oa (:?vrnnn.u+, i-rv o'= ?1-0-1 anLr , • SHEETNO. •O OF CAICULATEO 8Y? .? ? V!!f OATE ` 6 CHECNEO BY DATE M l 6L98.?? jk&. cmwicr?a.iisr?esnen,ixisi?rm:m DARG, BOLGREAN, MENK, INC. • ConsulYing Stractural Engineers 7575 Golden Valley Road Suite 210 GOLDEN VALLEY, MINNESOTA 55427 (612) 544-8456 FAX (612) 544-8914 joa Go M,M u N I *m/ OT-- SHEEfNO. -71' OF CAICUTATED BY ?? • r V' c N1W - OATE cnECKeo cnm c m40ULTN1-?ISrqkSknn2a11Pdhal ceotech?icai ser??ces ALLIED TEST DRILLING COMPANY A D Commercial, Residential 4000 Beau D'Rue Drive, Eagan, MN 55122 (612) 452-6913 ? Municipal, DHUD SUBSURFACE EXPLORATION for COMMUNITY OF JOY ADDITION EAGAN, MINNESOTA Allied Project No. 95072 August 21, 1998 INTRODUCTION This report presents the results of subsurface exploration performerl by our firm for an addi6on to the existing Community of 7oy church building located at 4015 Northview Terrace in Eagan, Minnesota. Our work was requested and authorizerl by Mr. Orlin Rogness of the Community of Joy Church by acceptance of our proposal for subsurface exploration dated August 17th, 1998. Three Standard Penetration Test, (SP'1), borings were put down in the azea of the planned building pad to nominal depths of 15 feet in order to obtain information regarding subsurface condifions. The informafion obtained from the test borings was used to formulate judgemettts and to provide recommendations concerning foundation types, depths and related earthwork for the 1 SUBSURFACE EXPLORATION COMMUNITY OF JOY ADDITION EAGAN, MINNESOTA AUGUST 21, 1998 ALLIED No. 98072 project. This report presents the results the complete results of our subsurface exploration together with our engineering opinions and recommendations. SITE AND PROJECT INFORMATION The proposed church building addition is to be located on the south side of the existing structure at 4015 Northview Tenace in Eagan, Minnesota. We were provided with preliminary architectural drawings for the project showing the location of the addition in relation to the existing structure. It is our understanding that the addition will be approximately 4,300 squaze feet in plan dimension. The slab-on-grade addition will consist of wood "scissor" trusses supported by convention wood frzme construction, reinforced concrete or masonry block foundation walls and a spread footing foundation system. Specific information regarding the proposed loadings were not provided to us and for purposes of this report we have assumed that the foundation walls would carry loads of 4 kips per linear foot or less. Once the design for the addition is completed, the information presented in this report should be reviewed and additional recommendadons provided as appropriate. BORING LOCATIONS The borings were put down at positions located in the field by the drill crew by measuring from the existing strvcture using a calibrated measuring wheel. The location diagram, included in the appendix to llus report, shows the approximate drilling positions in relation to the proposed construcflon. In our opinion, the number and location of the borings should provide a reasonable indication of the subsurFace conditions considering the scope of our exploration. The depths shown on the boring logs aze with respect to existing ground surface at the time of the field work. 2 SUBSURFACE EXPLORATION COMMUIVITY OF JOY ADDITION EAGAN, MINNESOTA AUGUST 21, 1998 ALLIED No. 98072 FIELD EXPLORATION Soil sampling at the horing locations was performed in accordance with ASTM: D 1586- 84, "Standard Method for Penetration Test and Split-Barrel Sampling of Soil". Using this procedure, a 2" O.D. split banel sampler is driven into the soil by a 140 lb weight falling a distance of 30 inches. After an initial set of 6", the number of blows required to drive the sampler an additional 12" is known as the standard penetration resistance or "N" value. The N value provides an indication of the relative density of cohesionless soils and of the consistency of cohesive soils. As the samples were obtained in the field, they were visually and manually classified. Representative portions of the samples were then sealed in clean, glass, soil jars and returned to our laboratory for further examination and for verification of the field classiFication. Logs of the borings were then prepared indicating the depth and identification of the various strata, the "N" values and the results of water level checks. SUBSURFACE CONDITIONS At boring locations B-1 and B-2, surficial topsoil materials were encountered to depths of 0.5 foot. These topsoil materials consisted of black organic clays with roots. In B-3, which was drilled in the existing volleyball court area, a defined topsoil layer was absent. Below the topsoil layers, and from the surface in the area of B-3, fine grained sands were encountered to the termination depths of the test borings. In general, these granular deposits were in a loose to medium dense condition. Groundwater was not encountered in the test borings as indicated by a lack of standing water in the hollow stem auger cased bore holes and by the condition of the recovered, granular, 3 SUBSURFACE EXPLORATION COMMUNITY OF JOY ADDITION EAGAN, MINNESOTA AUGUST 21, 1998 ALLIED No. 98072 soil samples. Groundwater levels should be expected to vary both seasonally and annually with changes in rainfall and runoff patterns in the local area. The complete results of the field exploration are shown on the boring logs included in the appendix to this report. CONCLUSIONS AND RECOMAMNDATIONS The results of our work indicate favorable conditions for the support of the proposed addition using a conventional spread footing foundafion system. The surficial topsoil layers should not be relied upon for suppon of footings or s]abs. In our judgement, it should be feasible and appropriate to utilize an observational approach during the excavation of the building pad to aid in judging that competent soils have been encountered prior to placement of controlled fill to make grade or concrete for footings or slabs. Excavation observation work prior to fill, slab or fooring placement should be planned as an integral par[ of the construction work. Additional recommendations are presented in the following sections: In the building pad and any fill oversize areas, excavation should completely remove the topsoil layers to expose the underlying granulaz deposits. At the boring locations, this would require stripping to depths of up to 0.5 feet. The topsoil layers should not be relied upon for support of footings, slabs or compacted fill which will support these elements. During the progress of the excavation work the entire base of the excavation, including the underslab and any fill oversize azeas, should be observed by an experienced soil engineer or technician and a number of hand auger borings put down. These observations and hand auger borings should be made to aid in judging the support conditions to determine that competent soils have been encountered. The materials exposed in the base of the excavation area would be 4 SUBSURFACE EXPLORATION COMMUIVITY OF JOY ADDITION EAGAN, MINNESOTA AUGUST 21, 1998 ALLIED No. 98072 expacted to consist of the loose to medium dense granulaz deposits. The application of compactive effort to these exposed surfaces is recommended to provide more uniform condirions in the underslab and foo6ng areas. Once the surface soils have been removed, the entire building pad and fill oversize are should be worked with a lazge diameter, smooth drum, vibratory roller before excavation for foundation walls and footings. Since the ability of compaction equipment to affect density with depth is largely a function of the size and weight of the roller, we recommend the use of as large a diameter and as heavy a vibratory roller as practical for this work. Once the unsuitable soils aze removed, the completed excavation should be observed by an experienced soil engineer or technician and a number of hand auger borings put down and field density tests taken to aid in judging the effecUveness of the in-place densification work. Once the exposed conditions are judged suitable, excavation for the perimeter footings may be initiated. Where loose conditions are encountered in the footing excavations, compactive effort should also be applied to the base of the footing trenches using hand operated tampers, the conditions ohserved by an experienced soIl engineer and judged suitable prior to the placement of the reinforcing steel, forms or concrete for the footings. 2. COMPAC'TF.T] Fii T. Where controlled and compacted fill will be placed to make grade in the underslab and footing areas, the excavadons should be oversized to allow for the adequate distribution of the imposed loadings. Fill in these areas should extend a distance of one foot beyond the edge of the footing and extend down and outwazd on a slope of one to one to competent soil. Fill should be compacted to a minimum of 95% of the standard proctor density (ASTM D: 698). Required compacrion should be increased to 98% for fill areas 4 feet and deeper below 5 SUBSURFACE EXPLORATION COMMUNITY OF JOY ADDITION EAGAN, MINNESOTA AUGUST 21, 1998 ALLIED No. 98072 final grade and below all footings. The maximum loose lift thickness allowed during the fill installation should be appropriate to the compaction equipment utilized but should be no greater than 1 foot. For the compaction of granular fill, the use of rubber tired, smooth "drum" or "plate° type vibratory compactors is recommended. For compaction of any lean and sandy lean clay soils, "sheepsfoot" roller or "jumping jack" type compactors might be preferred. Field density tests should be performed to document conformance with the compaction criteria at a minimum rate of one field density test for every 2500 square feet, (50 by 50 font grid), of fill placed and for each two feet of completed fill. It is our opinion that a spread footing system should be able to be supported by the loose to medium dense sands or on controlled and compacted fills supported on these strata. Once the recommendations in this report aze implemented, a net allowable bearing pressure of 2500 pounds per square foot may be utilized for the proportioning of the spread footings. In our judgement, this should limit the total and differential settlements to 1" and 3/4" respectively. For frost protection, we recommend that footings in unheated areas be placed at a minimum depth of 48 inches below finish grade. In heated areas, a depth of 42 inches would be adequate. For any exterior retaining walls, docks, stairways and entryway structures frost depths should be maintained as outlined above. 6 SUBSURFACE EXPLORATION COMMUNITY OF JOY ADDITION EAGAN, MINNFSOTA AUGUST 21, 1998 ALLIED No. 98072 We recommend that a qualified firm should be retained to observe the excavafions, to assist with the evaluation of the excavated materials and exposed natural bearing soils prior to placement of controlled fill and to perform field density tests as necessary. This firm should bear the full responsibility for understanding this report, correlating data, and making proper recommendations and interpretations. We recommend our affiliate Instant Testing Company for this work during the conswction phase of the project. STANDARD OF CARE The recommendations contained in this report are professional opinions. These opinions were arrived at in accordance with generally accepted engineering practices cunendy in use at this time and location. Other than this, no warranty is implied or intended. Soil samples obtained from the test borings will be retained in our office for a period of thirty days from the date of this report. After that time they will be discazded unless prior written instructions to the contrary are received. ALLIED TEST DRILLING COMPANY 1 hereby certify that this plan, speci- fication, or report was prepared by me or Mike Roach P.E. under my direct supervision and that I am SoiIs Engineer a duly Registered Professional Engineer undet ' the laws of the State of Minnesota. ?-- Da?g-zi-48 Registration No,Zt169 hlovcrkt Nt5 ALLIED TEST DRILLING BORING LOCATION DIAGRAM Project No: 98072 4000 Beau D'Rue Drive COMMUNITY OF JOY ADDTTION Eagan, Minn 55122 Drawn by:MR EAGAN, MINNESOTA ' ALLIED TEST DRILLING COMPANY PROJECT Community of Joy Addition NUMBER 98072 Eagan, Minnesota Sheet 1 of 1 SURFACE ELEV IAG OF BORING 20 40 60 80 w ? 99.6 B-1 O 2 TEST z CONE PENETRATION TDNS/FT - RESUC.TS µ? J W Wj v DESCR[PTION AND CLASSIFICA7ION pL MC LL AND a ? S OTHER q crq?? OF MATERIALS " REMARKS N VALUE- BLOWS PER FOOT ? ]0 20 30 40 la FA ^ FILUTOPSOIL: 0.5' ORGANIC CLAY with roots, . 16 FA „ biack, mois[, (FILLJTOPSOIL/OL) SAND, fine grained, brown, mois[, medium densc to loose, (SP) 2.5 2 SS ^A 10 5.0 3 SS „ ? 7.5 4 SS A ? 5 SS ^„ 6 10.0 12.5 6 SS ^ a I5 0 . End of Test Boring at 15.0 Feet 17.5 20.0 --- --- -- '- WATER LEV EL CHECKS METHOD ASTM D: 1586-$4 DATE TRv1E SAMPLED TO CASING CAVE-IN Wq'1'ER 3 1/4" HSA and 2" O.D. Split-Barrel Sampler 8-20-98 10:00 Out 9.6 None STARTED COMPLETED 8/20/98 8120/98 DAILLEA R1C DS CME-55 DRAWN P V R& A PRO ED p M ALLIED TEST DRILLING COMPANY PRbJEC'C Community of ]oy Addition NUMBER 98072 Eagan, Minnesota Sheet 1 of 1 SURFACE ELEV LOG OF BORING 20 40 60 80 99.8 B-2 O W ? Tesr ? O ETR TIO 2 E., x z a CONE PEN A N - TONS/FT RESULTS W ? w a F m ? U DESCRIptION AND CLASSIFICATION pL MC LL ?D p ° i a ? S v r, .^ OTHER z 55 g OF MATERIALS a g " REA9ARKS VALllE - BIAWS PER FOOT N E3 10 20 30 40 la FA ^ FILLITOPSOIL: 0.5' ORGANIC CLAY with roots, Ib FA „ black, moixt, (FILL/TOPSOIL/OL) : SAND, mostly fine grsined, brown, moist, loose to . medium dense, (SP) 2 SS ^ 5 2.5 3 SS „ 5 5.0 7.5 4 SS $ ?a.o 5 SS q izs 6 SS IS.O End of Test Boring at 15,0 Feet . 17.5 20A --- -- -- -- ---'---------------------- '-----------'------- - WATER LEV EL CHECKS METHOD ASTDZ D. 1586-84 DATE TIME SAMPLED TO CASING CAV&IN WA7ER 3 1!4° HSA and 2" O.D. B l S l arre amp er Split- 8-20-98 10:25 Out 11.7 None STARTED CAMPLE7'ED 81201 8/20/98 DRILLER RIG DS C11E-35 DRAWN BY APPROVED MR MR ALLIED TEST DRILLING COMPANY PAQJECT Community oF Joy Addition N°MHER 98072 Eagan, Minnesota Sheet 1 of 1 SURFACE HLEV LOG OF BORIN6 20 40 60 80 99.6 B-3 O Z TFS7 z J CONE PENETRA710N - TONS/Ff RESULTS L, DESCRIPTION AND CLASSIFICATION pL MC LL AND °i w c o OTHER q z . OF MATERIAIS W " REMARKS VALUE - BLOWS PER FOOT N C3 10 20 30 40 i FA ^„ . SAND, mostly fine greineA, brown, moist, medium dense m loosc then medium denu, (SP) 2 SS 1 2.5 3 SS ? $ 5.0 4 SS 7 7.5 5 SS ^, ? ]0.0 12.5 6 SS ^, g 15 0 . End of Test Boring az 15A Feet 17.5 2A.0 ---- --- - '- ------------------------------------------ '---------- - -"---- ---'-- -""'-' -"'_' --"-_ "'-----.. WATER LEV EL CHECKS METHOD AgTAq D: 1586-84 DA7'E 7'AQE SAMPLED TO CASING CAV&IN WqTER 3 1/4° HSA and 2" O.D. l li B S l S er arre amp p t- 5-20.98 11:20 Out 11.1 Nane STARTED COMPLETED 81201 vs 8120/98 DRILLER RIa DS CME-55 DRAWN BY APPROVED MI M a ?? R ALLIED TEST DRILLING COMPANY SOIL CLASSIFICATIONS SYSTEMS Unified Soil Classification ASTM: D 2488 - 84 Group Major Divisions $ ymbol Typical Group Names COARSE- GRAVELS Clean Gravels GW Wel] graded gravels, Well graded gravel with sand'. GRAINED SOILS <59o passing More than 50% No. 200 sieve GP Poorly-greded gravel, Poorly graded gravel with sand . More than 5090 of coarse ruained on thc fraction retained Gravd w/ fines GM Silty gravcl, Silty gravel with sand . No. 200 sieve. on No. 4 sieva >12% PflS5in8 ' No. 200 sieve GC Clsyey gravel, Clayey gravel with sand . SANDS Clean Sands SW Well graded sand, Well graded sand a9th gravel.'• <59e passing 5090 or more of No. 200 sieve SP Poorly graded sand, Poorly graded sand with gravel. ** caarse fractian passes No. 4 Sands with fines ST9 Silty sand, Silty sand with gravel. ** sieve. > 12 9'o passing , No. 200 sieve SC Claye}' sand, Clsyey sand wilh gravel. ** FINE-GRAINED SILTS AND CLAYS NdL Silt, Silt with sand', Sandy silt". SOILS Liquid L'unit less than 50 CL Lean dav, Lean cla ,with sand*, Sand ]ean cla ys°. . Cohesive soils OL Or anic silt, Or anic cla . 5090 or more SILTS AND CLAYS MH Elastic silt, Elastic silt with sand`, Sand , elastic silt". passes the No. 200 sieve. Liquid Limit more than 50 CH Fat cla , Fat cla y with sand!/. OH Or anic c]a , Or &anic silt. HIGHLY ORGMIC SOILS P"C Peat. Boundary classifications are designated by dual gmup symbols. For ezampk (SP-SM), Poorly graded sand with silt. * -More than 15 9c sand, *x - T1ore than 15% gravd. p- 15% to 30% retained on No 300 Sieve, qH - More than 30`k retained on No 200 sieve AASHTO Soil Classification System Granular Macerials Silt-Clay Materials (359'c or ]ess assin No. 200 sieve (>35% assin No 200 A-1 A-3 A-2 A-4 A-5 A-6 A-7 A-8 A-1-a A-]-b A-2-4 A-2-5 A-?-6 A-2-7 ieve Ana]ysis: 9 Passing No. 10 50 max No. 40 30 max 50 max 51 min No.200 LS max 25 max 10 mea 35maz 35max 35max 35max 36min 36min 36min 36min hancteristics of rection Passing No 40: liquid limi[ 40max 41min 40max 41min 40max 41min 40max 41min lastic limit 6 max NP lOmax lOmax llmin llmin lOmax lOmax Ilmin 11min sual Types of stone fragments fine peat, highly i nificant Constituents ve1 and sand sand sllt or da ye rave] and sand silt' soils cla e soils or anic soils eneral5ubgrade atin excellent W oad fair to or unsatisfaemrv ALLIED TEST DRILLING COMPANY GENERAL NOTES SS - 2" OD SPLIT -$AAREL SAMPLE FA - FLIGHT AUGER SAMPLE HA - HAND AUGER SAMPLE ST - 3" SHELBY TUBE SAMPLE COI!'SISTAN'CY OF COHESIVE SOILS N - R T.(1W S/FT ('(1N TS STANCY 2 VERYSOFT 2 - 4 SOFT 4 - 8 MEDIUM 8 - 15 STIFF 15 - 30 VERY STIFF 30 HARD CONSISTANCY OF COHESIVE SOILS UNCONFINED COMPR < 0.25 0.25 - 0.49 0.50 - 0.99 1.00 - 1.94 2.00 - 3.99 4.00 - 8.00 > 8.00 CnNSTSTANC'Y VERY50FT SOFT MEDIUM STIFF VERY STIFF HARD VERY HARD RELATIVE DENSITY OF GRANULAR SOIIS 11i - R 7,nVV R/FT RF.T.ATNF nF,1VSiTY 0- 3 VERY LOOSE 4- 9 LOOSE 10 - 29 MEDIUM 30 - 49 DENSE 50 - 80 VERY DENSE >80 EXTREMELY DENSE DFC(`RTPTTVF TFRMTNnT n('V _ f'()AFCTt1Ni.FCR ('OMPC)T\TENT? COA'IPONENT SIZE RANGE TERM % BY \'VEIGHT BOULDERS OVERB" TRACE 1-5 COBBLES 8" - 3" WITH A LITTLE 5- 15 GRAVEL 3" -#4 SIEVE WITH 15 - 30 SAND #4 - #200 SIEVE SANDY/GRAVELLY > 30 NIEtVIORANDUbI TO: PAT GEAC.aY, CHIEF OF POL[CE ASS[STAYT TO THE CITY ADMIN[STRaTOR DALE WECLE[TiYER, FIRE ? ARSH.aI. PLUriBING[NSPECTOR << ELECTRIC:IL, INSPECTOR PUBLIC W'ORICS/ EPiGIYEERIYG DIVISIOPi /UTILITIES/STREETS GEYE VAiNOVERBEKE, FINe1NCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR ? `•.VIIKE.RIDLEY; 5ENIOR PLe+uNtIER- ' .?.!' GREGG HOVE, SUPERVISOR OF FORESTRY FROiNL• WAYr'E L'vIILLER, BUILDING INSPECTOR DATE: 1 2 OG -, g-?r C?T y?/S ? ? R ?? RE: PL?? REVIEW The _ preliminary 1<' construction plans for 66Ml7[/it71 %? C)/;? TGt' G%tdRGj.y R'f?,Q are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your siped comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the buildinJ permit be held, please fill out the proper "hold" request form. Comments: 'd'" Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ?LC?Z ? Yes 0" No water quality dedication ? Yes 0' No park dedication ? Yes B' No trail dedication ? Yes Er No tree dedication ? Yes 2( No ???? ki.?nature Z0NINC? ?; A ?P Date CDiPORbItiiPL:W REVIflW WAYNG M NIENIORANDUNI TO: PAT GEaCAY, CHIEF OF POLICE ASS[STAuYT TO THE C[TY ADN[INISTRaTOR DAI.E WEGLE(TYER, FIRE N ARSH.aL PLUMBIYC IYSPECTOR ELECTRICAI.INSPECTOR PUBL[C WORKS/ ENGINEERYYG DIVISIOh /UTILITIES/STREETS 'GENE VANOVERBEKE, FIYANCE DIRECTOR RICH BR4SCH, WATER RESOURCES COORDINATOR YIIKE RIDLEY, SEYIOR PLANNER ? GREGG HOVE, SliPERVISOR OF FORESTRY FROMG WAYLNE NQLLER, BUILDING INSPECTOR DaTE: J2 OG?f 4749, RE: PLAiN REVIEW The _ preliminary 1<' construction plans for G6M/''1 Vr`-? Of= ?GS' CltdRG ?i ?'?? are in our ptan review section for your review and comment. Please return this form to Dale Schoepuner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze re uestino that issuance of the building permit be he1d, please fill out the proper "hold" request f? Comments: GGnB - O rp77 tMr - 10 ,rd 0.2 0, b'D7 / (o/y /7, ?.70 Indicate any fees thrat are to be collected with the building permit: /? f a??"G cl !U ?'t'? `?i-r `?.i.-1 ?P?.?rt ? 7E : - c? J' ffC U.ohi?7 q? 7?r r.. Con,,4x,e-fi°n• AMOUNT Aud ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No Sigh4tvq(e ZONIVG? Lt-- 1 S -ttz Date CD/PORMS/PLAN REVIEW WAYNB:N N1EMORANDUNI TO: PAT CEAGAY, CHIEF OF POLICE ASSISTANT TO THE C[TY AD4(IYISTRaTOR D:1LE WEGLEITNER, FIRE b JA?RSH1L PLUMBINGIrSPECTOR << ELECTRICALINSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBBKE, FI`1.aPiCE DIRECTOR RICH BR.aSCH, WATER RESOURCES COORDINATOR MIIiE RIDLEY, SEYIOR PLAi`INER CCREGG HOVE, SUPERVISOR OF FORESTRY FR01L• WA1TiE MIILLER, SUILDING INSPECTOR DATE: l? C3G I 475- S;Rl?G? RE: PLAPi REVIENY The _preliminary Nc construc[ionplansfor 6 6M4tIR1tT? O% ,7'U?' CrtdRGr-i rT(/lJ. are in our plan review section for your review and comment. F[ease return this form to Dale Schoeaoner with your sigried comments and the date of review. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes Cl No landscape security required ? Yes 0 No water quality dedication ? Yes 0 No park dedication ? Yes ? No trait dedicanon p Yes ? No tree dedication ? Yes ? No Si.-nature ZONIYG? i ? Date CUlPORNISiPLAN REVI[W W,\YNG hl ?GVI ? tVIEN[ORANDUM TO: PAl' CEAG.aN. CHIEF OE POLICE ASSIST>DiT TO THE C[TY aD?IIYISTRa1'OR DAI.E W'EGLE[TYER, FIRE N :1RSHAL PLUNIBIYG ItiSPECTOR IJill . K, ELE CTRIC>I. INS PECTOR PUSLIC W'ORKS/ ENGINEERIYG DIVISION tiTILITIESlSTREETS GEYE VAYOVERBEKE, FIY;\NCE DIRECTOR RICH BRaSCH, NATER RESOURCES COORDINATOR LNIIIiE RIDLEY, SEVIOR PLAYNER ? GREGG HOVE, StiPERNTSOR OF FORESTRY FRO-NL• W>1CNE MILLER, BUILDItiG INSYECTOR DaTE: j i GG i g'-?r gE; PL.1`i RErZEW y? /S ??Rrr?V i??v I The _ preliminary N(' construction plans for 661'119G19 I %,' G)":v TO?' G1td41-lf /9U0 are in our plan revizw section for your review and comment. Please return this form to Dale Schoeanner with your simed comments and the date of review. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hoid" request form. Comments: Indicate any fees that are to be collected with the building permit: Av[OUNT ? Yes ? ? Yes ? ? Yes ? ? Yes ? ? Yes ? 0 Yes ? ?nature No No No No No No 1/1 landscape security required water quality dedication park dedication trail dedication tree dedication r? ZONIYG' /v-1-5 -96 Date ('U!POItMtiiPLAN REVIGW WAYNIi M hIEN[ORANDUbI TO: PAZ' GEAGAY. CHIEF OF POLICE ASS[ST,0T TO THE C[TY ADNtIYISTR.>TOR Oai.E WEGLE[TNER, F(RE N[.aRSH.-1L PLUMB[YG INSPECTOR AQ1P r -s ELECTRIC.aI. INSPE CTOR PUBLIC WORKS/ EhGIYEERIVG DIVISIOI`I I[JTILITIES/STREETS GEYE V?.-N0VERBEKE, FIYUYCE DIRECTOR RICH BRaSCH, W.aTER RESOURCES COORDIYATOR LNIII{E RiDLEY, SEYIOR PLANYER GREGG HOVE, SliPERVZSOR OF FORESTRY f FRONL• WAY`+E ?IILLER, BGTLDING INSPECTOR DaTE: /;? CJG % 67'?r RE; PLA-Y REVIENV The _ preliminary -?L construction plans for G6M/''ILIR'/ !" O/' J'U`` G?td?tG"/i A'?!.? are in our plan review section for your review and comment. Please return this form to Dale Schoeovner with your si,gned comments and the date of review. If you have any concems with these plans, please so indicate on this form and notify and resotve these issues with the affected parties. If you are requzsting that issuance of the building permit be held, piease fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AvIOUNT ? Yes 0 No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? tio tree dedication ? ? ??-- Signature ZONING' Jd /y/ 7d Date CU/POItNIti/PLnN REVItW WAYNfi 61 ? CITY USE ONLY L / B / RECEIPT #: 999 SUBD. 6&k . RECEIPT DATE D APPROVED BY: ,INSPECTOR 1998 PLUbI$INfi i'£fthllT (COMMEftCIAL) CITY OF £AfiAN S$SO P1LOT KNO$ RD EAfl,4N, MN 5518E (618) 681-4675 Pleue complete for: all commerciaUindusvial buildings multi-faznily buildings when separate building permits aze not required for each dwelling unit backflow preventer to be instalied in commercial azeas or residential boulevards Date: 1n Work Type: _ New Bldg. _K Add-on _ Repair _ U.G. Sprinkler _ RPZ Description of Work: ///fl?& bA dAptpe,\ s /-/p,p Z(L?AT.ui C?as,ETS Z " d/ UaD4TE 6P/Q To inquire if Pressure Reducing Valve is required on new service, call 651-4646. P$ES 0 1% of contract price or $25.00 minimum Conuact Price: $ ox x I/o = $ 40oa COMPLETE THIS AREA ONLY IF INSTALLING LINDERGROLIND SPIZINKLER SYSTEM Service: Existing (if coming off domestie line) OR _ New Backflower Preventer Permit Fee»»»»»»»»»»»»»»»»»»»»»> $ 25.00 Water Flow GPM WaterMeterl" Q$189.00 or 2"Turbo Q$871.00 If "new service"add Water Permit $ 50.00 State Surchazge $ .50 WAC $ 807.00 Water Treatrnent $ 444.00 00 Permit Eee State surcfiarge is $.50 per $1,000 of ep rmit fee or minimum of $.50 per peanit State Surcharge $ • s ? Total Fee $ I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable Ciry of Eagan ordinances. It is the applicanYs responsibiliry to notify the properry owner that the City of Eagan assumes no liability for sny damages caused by the City during its normal operetional and maintenance activities to the facilities conswcted under this permit within City property/right-of-way/easement. I S ??t?/l i s-l ???l.e? /L/?^ AG? SITE ADDRESS: 40 TENANT NAME: orIr+ u TV QG F) INSTALLER NAME: A50C I R ? 0 A"sa.4.?.? % ( X ?-- TELEPHONE #: `??S S ! 8 P? STREET ADDRESS: J Z S7 WJ/?S ?1A L, uq 0 CITY: AY`7 6px?? STATE: ? ZIP: TURE OF PERMITTEE CITY USE ONLY COMMERCIAL PLUMBING PERMIT -1948 METER SIZE Domestic Irrigation UTILITY CONNECTION (APPLIES TO IVEW SERVICE ONLY) PRV Yes To determine meter size ' See if it is indicated on back of Building Inspections card I • Enrer address in P[MS Screen 301 [o obtain S& W perniit ' Check PIMS Screens 110 (Remazks) I ' If gallons per minute are less than 25, a 1" meter will be requfred. If gallons per minute are more th an 25, a 2" turho with strainer will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector it Licensed Plumber does not koow GPMs. I Before seltin¢ meter ' Check PIMS Screen 320 for anoroval of inspection results. No meter will be sold before all sewer and ?warer inspections are complete on a new service. If new service lines are not required, one check may be written for meter and permit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forwazd copy to Utility Billing Clerk. 1p ' Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utiliry Billing Clerk. Miscellaneous Intormation ' The installer is to contact Building Inspections at 68I4675 for inspection of the inside water line and b JI kflow preventer. The Central Maintenance Division may be reached at 681-4300 for water tum-on. I • If ineter is over 518", notify Central Maintenance so they can tell you if there is one in srock before plumber goes over there. i . CD/Permit torms/plbg permit (comm) 1998 L cmr use oNLv ? BL ? PERMIT#: -??c?f_ f ?F' ? SUBD. Ge?y'6,nluv,??1 p?- IA cLrr•,? RECEIPT#: ? ? ?5'z) I APPROVED BY: sa tl12-G2- , INSPECTOR RECEIPTDATE: -3-15`00 ) --l "-o 2000 MECHANICAL PERMIT ccobMRC=ALr CITY OF EAGAN 3830 PILOT RNOB RD EAGAN, !N 55122 651-681-4675 Please compiete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: Awlao WORK T'YPE: ? New construction _ Install U.G. Tank _ Interior Improvement _ Remove U.G. Tank _ Prceessed Piping When installing/removing uaderground tank, call 651-681-4675 for inspection by ftre marshal and ptunrbing inspector. Descriprion of work: Fees: 1% of contract price OR $30.00 minimum fee, whichever is greatec Underground tank removaUinstallation = minimum fee Contract price: $A&Ve0.x 1°/a =$ /66co (Base Fee) State surcharge ( 9. A-0/ calculate at $.50 for each $1,000 Base Fee TOTAL $ /'?Ia". /O stTE,anDREss: 477iS /L/e?i e'K/ 2?? OWNER NAME: 41WA&167b//YO` .? S/ L,YlIPHONE #: GS?/ - 407 &/O (AREA CODE) TENANT NAME (IMPROVEMENTS ONLl): WAS THERE A PREV[OUS TENANT IN THIS SPACE? _ Y)IF N. NAME: INSTALLER r77Agj121/iC ?? t??JG ADDRESS: 3G SZ? /?GA/W?iQLC'J Qf PHONE #: Z 7 (.4REA CODE) CTTy: e"Aq/ (1-01 aZ STATE: ZIP: 09 //// WMINVORE OF PERMITTEE LOT BL SUBD 2000 MECHANICAL PERMIT (RESIDENTIAL) ' RECEIPT DATE: CITY OF EAGAN ; 3830 PILOT KNOH RD EAGAN NA7 55122 651-681-4675 Date• ete this section on! if you are installinB HVAC in a sinSle fatnilY dwelling, townhome or condo under Compl ? construction and not ownedoccu ied. I • HVAC: 0.100 M B T U $1 30.00 ADDITIONAL 50 M BTU 6.00 • Gas outlets (minimum of one required Q$3.00 eaJ State Surcharge I .50 Total $, Complete this section on[v if you aze remodeline, addin¢ to, or re airin an existing single-family dwelling, townhome, or condo. Please indicate if it is a new item, alteration, or repair. _ New _ Alteration Furnace _ Air exchanger Reminder: Call for inspections SITE ADDRESS: O WNER NAME: INSTALLER NAME: STREET ADORESS: CITY: RECEIYC #: Repair _ Other Air conditioning Other - Fee $? 30.00 State Surcharge .50 Total 30.50 PHONE #: ,. . .,.(AREACODE) ' PHONE k: (AREA CODE) CITY USE ONLY PERMIT STATE: I' Z[P: .? S[GNATURE OF PERIvIITTEE ?N/J.G v?? .....___"--,. ? CASH RECEIPT - CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 . . ' ? WTE ` - -"L-7/ 19 FflOY . . ? . - MOUNT $ FUND O&IECT AMOUNT 3 U e+e e-xt- 5 ? : a7 U utii r ?J 4. / Thank You BY C 11.02 wm°?pF?m c'm P?FN cv, ? yr y.i g DOLURS im ? CASH XCNECK APFLICATION FOR PERMIT SEWER AND/OR WATER CONNECTIQN ; .......... . , ? NOTE: PAYhffDll OF FEE AT TIME OF F ? t APPLICATIIXV DOES N?P CON- i ? Sl'INiE APPR6JAL OF PII+tffT. ? • ? INSPfX'1'ZON OF SEIR APLI/OF2 F]ATER ?. IKSfALiATiON5 WIId. N3f BE c!'FS]fR.Fn ± ? [RQ1ZL PERDIIT HAS SEFId APPROVID. ' 1#lffitff;}YAlkit#t4flf4ff?lff.f'k#ti ll?W ItV OF eCIga1"1 (PLEASE PRINT 1) PROPERTY ADDRESS: i•Fl;Ai' DFSCRIPTION; IF EXISTING STRCCTORE, DATE OF ORIGINAL BLILDING PERNffT ISSUANCE: Mnt Year PRESENT ZONING/PROPOSID USE: Q CONA'ERCIAL/RETAIL/OFFICE Q INDL'STRIAL ?INSTITUTIONAL/GOVERAIIMENT 2) NAME' C t7 W1 y/'l SL1 I ADDRESS: Ill IJ R-1 SINGI.E FAMILY ? R-2 DLPLEX (3uv (7nits) ? R-3 TOWNHOT-ISE (Three + Cnits) Q R-4 APPI2TN]ENT/CONIDOMINIL'M CITY, STATE, ZIP: l-Zi( (?L v i II(- DA:vl PHONE: L4 3?, lS? q G ?I ?5 ( Units) ( Onits) 3) ? NAME: ADDRESS: CITY, STATE, ZIP: c?. ?a?i^ ??`? P YVl ?OUvLtl. St? Ita? ` ?Z1?Y For City Use Pl er Laense: Active Expired Not recordec PxoNE: (j? asTm LzcENss # M 7 St Initia ??.5 . . • a?• 4) NAME: C t w.w ,',,A; o? ?lnv cl?„v if?. ADDRFSS: CITY, STATE, ZIP: PHONE: 5) ? ? a a?• ?? a?? x*****:r*+***t?***??,t?**,1.?r.?*****t**t****,t,t,t*?****?*:t?,t?a*r*t??******,r***+*:r,tr+?****,t**x?t***,r*****+, * > *k THE GOID COPY OF THE PERMIT WILL BE SENf DIRECTLY 'PO PUBLIC WORKS 10 FACILITATE ME?E?TIIt PICK-LIP. * PLEASE ALLAW ZSaO WORKING DAYS FOR PROCESSING. SONIDDNE FROM TM CITY WILL CpDTPALT YO[) IF THERE ; * ARE ANY PROBLIIMS. ' ?*****???+*?********«?******?*??**?*?***?****,r*+****?***x*+r*****«??**+**,e**,e:*?*+***,r***:**,r***?**'; Q CONNECTION TO CITY SEWII2 Q'CONNECTION TO CITY WATER O OTfIII2 FOR CITY USE ONLY PERMIT # ISSC'ED 6 Pd w/Bldg. Permit FEES: $ SEWER PERMIT (INCLODE SURCHARGE) $ WATER PERMIT (INCLUDE SURCHARGE) $ $ WATER METER/COPPERHORN/OUTSIDE READER $ ? WATER TAP (INCLUDE CORPORATION STOP) $ S SEWER TAP I $ $ ` ACCOUNT DEPOSIT - SEWER?I, $ $ ACCOL'NT DEPOSIT - WATER $ $ WAC S ??-0 0• G-z3 $ sAc $ $ TRUNK WATER ASSESSMENT $ $ TRDNK SEWER ASSESSMENT $ $ LATERAL SENEFIT/TRU[VK SEWER $ $ LATERAL BENEFIT/TRLNK WITER $ `o?'? O $ WATER TREATMENT PLANT SURCHARGE $ S OTHER: $ G D. D 0 $ ??O LJ TOTAL I i c RECEIPT REC IPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PDBLIC RIGHT OF WAY? Q YES IF YES, THEN A"PERMIT FOR WORK WITHIN PL?BLI'IC Q ROADWAY" MUST BE ISSUED BY THE ENGINEERINGII NO DIVISION. LIST AS A CONDITION. „ SUBJECT TO THE FOLLOWING CONDITIONS: i APPROVED BY: Ar" . ;yi ,. I TITLE: DATE: /3 OF 3830 PILOT KNOB ROAD. P.O. BOX 21149 VIC ELLLSON EAGAN, MINNESOTA 55121 r+taya PHONE: (612) 454-8100 TMppqAS EGqry DAVID K. GUSTAfSON PAMEfA McCREA 7HEODORE WACHTER Council Mernbars 1HOMA5 HEDGES CM Pdmmishata December 20, 8$ r EUGENE VAN OVERBEKE cIN c? orlin Rogness Community of Joy Church 17115 Hannibal Court Lakeville, MN 55044 RE• STRUCTURAL PLANS & CALCULATIONS FOR COMMUNITY OF JOY CHURCH Dear Mr. Rogness: To date we have received signed and certified structural plans and calculations for the church foundation and mezzanine framing. Please be advised that UBC Section 2303 (a) reads in part, "All buildinqs and portions thereof shall be designed...." Twice we have requested that the drawings and calculations for the remaining portions of the building be submitted for review. Apparently a misunderstanding exists, because twice you have submitted uncertified shop drawings including only the arches and their anchor fasteners. This is what is required: (1) All portions of the building must be designed and constructed to sustain, within the stress limitations specified in the building code, all dead loads and all other loads specified in Chapter 23 of the Uniform Building Code as amended, or elsewhere in the building code. Such analysis shall result in a system which provides a complete load path capable of transferring all loads and forces from their point of oriqin to the load resistinq elements. The analysis shall include, but not be limited to, those items listed in UBC Section 2303 (b). (2) Submit two sets of structural plans and calculations for review. The drawings and calculations must be certified by a professional enqineer registered and licensed by the State of Minnesota to practice (structural) engineering. Please note that certification and siqnature on plans, etc. is mandatory, as provided by Minnesota statutes, Section 326.12, Subd. 3. THE LONE OAK TREE...iHE SYMBOL OF STRENGTH AND GROWfH IN WR COMMUNIiY Orlin Rogness December 20, 1988 Page 2 For your reference I have enclosed copies of UBC Section 2303, MSBC 1305.4600, and Minnesota rules pertaining to the certification and signature on plans. If you have any questions, you may contact me by telephone at 454-8100. Sincerely, Joe Merchak Construction Analyst Enclosures cc: Paul Reeb, Johnson Sheldon Sorensen Architects David H. MacDonald, Mattson/MacDonald Inc., Structural Engineers JM/tp ..?._... . ...... ,. . ,_ ?'.. . , ises EomoN 2301-2303 ? 0 4309.2804 UNIFORM BUILDINfi CODE Part V + . 2. Horizonlal taslonal momeqts. Provision shall be made for the increascd / ENGINEERING REGULATIONS-QUALITY forces induced on resisting elemenls af the sWctural system resulting from { AND DE$IC.7N OFTHE MaTERIaL.S OF torsion due [o eccenlricity belwetn the center of applicalion of the lalerel forces artd ihecenter otrigidiryofthetateralForce-resistingsystem.Forcesshalinotbe ? CONSTRUCTION decreasedduelotorsionaleffects.Foraccidentaltorsionrequ'uementsforseismic ? . design, see Seclion 2312 (e) 4. Chapter 23 3. Stabil{ty ageint orertuming. Evcry building or suucture shail be de- signed lo resist the overtuming effats caused by the lateral forces specified in this GENERAL DE$IrN REQVIAEMENTS chapier. See Seclion 2311 (e) for wind and Section 2312 (fl for uismic. scpw . 4. Anchorege. Anchorage of the roof lo walls and rnlumns, and of walls end /--? See. 2391. This chapter p?escrebes generel desigo rcquirements applicable to •' columns ro foundations, shali be provided to resist the uplift and sliding forces all stnktures regulated by this code. which result frwn the application of die prescri6ed forces. For additional require• ments for masonry or conerete walls, see Section 2310. Deflnklons (c) Critkal Dislributfon of Live t.ords. Where swctura) members are ar- Sec.2302.Thefolbwingdefinitionsgivethemeaningofcertaintermsusedin ' ranged so as to crwte continuity, the loading eaiditions which would cause ' this chapter: . maximum shear and bending moments along the member shall de investigated. C Y DEAD LOAD is the vertieal bad due ro the weighl of all permanent sweroral ' (d) Slress Inereases. All allowable stresses and soil-bearing values specified l? ` and nonsWCtural compments of a building, such as walls, floas, roofs and fixed in this code for working st2ss design may be increased one-third wFien consider- ' urvice equipmenl, ing wind or earthquake forces either acting alone or when cambined with venical LIVE LOAD is the load superimposed by Ihe use and occupancy of the bads. No increase will be allowed far vertical losds ecting alone. . building not including the wind load, earthquake load or dead load. (e) Loed Factors. Load factors for ultimate strength design of concrcte and ? LOAD DURATION is the period of rnntinuous applicaliono(a given load, or • plasiic design oF soeel shall be az indicatedin the appropriate chapters on the i? the aggregale of pttiods of intermittent apQlication of the seme load. • materials. ? p??n Meuqds (f) I.oad Combinetfoos. Every building component shall 6e pmvided witli -' Sec. 23113. (a) General. All buildings and portions thertof shall be designed .: strength adequete to resist the most critical effect resuhing fmm the following ? combinativn of loads (floor live load shall nrot be included where its inclusion and consweted to sustain, within the stness limitations specified in this code, all dead loads and all olher loads specified in ihis chapter or elsewhere in Ihis code. ? results in lower stresses in the member under investigation): I p ? 1 a l O li l f li 2 Imped loads shall be considered in tlhe design of any sUUCture where impact loads , p us ea aor ve p us roo ve (or snow). occut 2. Dead plus floor live plus wind2 (or seismic). • EXCEPf10N: Unless othenvise rcquired by the buiMing officiel, Wildings w orli n th f hi h 3. Dead plus floor live plu5 wlnd plus snow12.2 4 D = p o s creu w c m consUUCled in xtadance wilh thcconvemionel framing t . ead plu5 floof livt plus snow p1U5 wind12. mquircmenu speci(ied in Chapter 25 of this cade shall be Aeemed to meet (he 5. Uead plus floor live plus snow3 plus seismic. tequimmen[s of Ihis section. : i ? ? (b)Ralionality.AnysystemormethodofconsWCtiontobeusedshallbebased { F???9? • ? •• on a rational analysis in accordance with welltstablished principles of inechan- Sec. 2304. (a) Ceneral. Floors ahall be designul forthe unit loads sa forth in ica. Sixh analysis ahall rcsuli io a syuem which pmvides a complete load path ? Table No. 23-A. Thex loads shall be taken as the minimum live loads in pounds capableoftransfertinga111oadsandforcesfromtAeirpointoforigintotheload- , persquare (ooto(horimntatprtrjectiontobeusedinthedesignofbuildingsfwthe resisiingelemems. 7Le analysis shall include, but not be limited to, ihe (ollowing: 1. D{slrlbnlion of horlmntal sdear. The total tateral torce shall be disiribuecJ a , ?._ lo the various verlical elemenls of the Iaterel fOrce-rtsisling syslem in proporlion to their rigidities considering the rigidiry of the horimmal bracing system or i Latewl eaih pveesurc sha116e included in the daign whae it will rewlt in a mae cfiical combination ? diaphragm. Rigid elements that are assumed na io be part of the lateral force- . zCranehoukloadsneednabecombinedwiWroofliveloadnorwith mvre thanthaefuunhs msiuing syslem may be incorporated inw buildings, provided that their effect on of the snow laad a om-half wind laed. ? the action of the system is considered and providM for in the design. ? 3Sirow Iwds over 30 psf may be reduced 73 percem upon approval M the buiWing dfciel, and snow loeds JO psf or less need nol be combined wilh seismic. . 107 'r 108 . ---?- , ?; 4 MCAR § 7.018 4 [4C.4R 5 7.017 C<r'ifica_es. 9. Cet:if:catea of :ecor3. ;he 5oard siiall iasue to ea_h ,r aoplicant •;ho success:nl.y comp2etes the Fundamen:ais o: E:igineenng Exam.natior,, or land Sui':eyoz-ir.-t^ain:ng examination, a certificaCe indicat-ng that the appiicznt's name :e has been recorded as such in the oi:ice of the board. =1ie board ° shall, cpon written acolica_ion, issue to each appl_cant who hoids a degree £rem a!andscaoe archi:ectuzal cnrriculu . ' approved by the board a certificate indica:in5 =hat the ' aeplicar.t's name has be=n recorded as a lar.dscane . ' architec:-in-t:aining in the oiPice of the boa_d. ?he ' certificates o£ r^cord as enginee_•-in-:rair.inq, land surveyor-in-training, or lar.dsc>_pe aechitect-in-t:aininq are and perranent, subject anly to suspension or revocation .or cause in the manner provided by law. 6. Ceztificate of registration. ih° bca.d shall issue to -,n each appLicant vho has success£ully ccmpleted the Fundamentals ef Engineering examinaL•on, unle=s the zundamental=_ of <Enqineering e:<amina:ion is waived as stated .nder 4 f-0CAF 5 7-010 ts D., appiyina only in the case of engln_=_r applicxnts, or Land Sur•:eycr-ir.-?raining esamina:ion, e: has been certified as a se3 :ar,dscaoe archi._ct-in-L-ain.ne, or Las succ?=_s_`u13y cempleted , a the professior.al pracace e::aT,inat:o:n, a cert'=cca:e e: rea_s:ration prop?r;y .al'_ed out, s;cn=d ar.dsealed, 5:•:in0 the :t __ ^.= __ -np!r authoti:•_c pract-ce :he p:o:ession of ard ar':C=cti::e, Psc=e:s'cna. e::^:ne^r"r.?. :a::d a;::oe7:nq, cr '_a^dscaoe architec;ure u::der the Fe?:=_:.-a'_on n=t af the Sta:e o: ;•;innesota :or a period endin9 Jur.e 30 o: the even-numbe:ed y=ar o: the bier.nium in w.`.ich the c?r:i=i[ate is issued after wh:ch date the certificate ui11 expire unless reneved. . Acplicants uho are regis:e:ed by con!:y from other staies, having met the Minnesota registratier requir°ments, ahall be ,act issued certi£icates of registraL;on in the same mar.ner as provided in this rule. 4 MC,;R 5 7.0:8 Certification and signa:ure on pLans. i of A. 2he certi£ication and siqnature on plans, specificatione, plats, reports, etc., is mandatory, as provided b/ Minnesota _hat Statuies, section 326.12, subd. 3. A person in direct :he suoervision of Work ¦s refer:ed to in the foi-eqoinq subdivision is construed to mean the person whose professional skill and judgment are embodied in the document s:gned, and who assumes responsibility for the accuracy and adequacy thereof. y S. The board hsa designed a stamp vhid: cor..bines , certi£ication and a space for siqr.ature. The size o£ the atamp together with the size o£ let:e:s and spacing of lines may be varied ta suit individual requirements. 2he stamp may be , imprinted directly on the tracinq and signature af°_ixed thereta thus eliminating the necessity of duplicate signatures on prints C. The certification by each of the profeasions reaponsible £or the preparstion of bound specifications, reparts, or other . documents shall be shown on the title sheet or Eirst aheeta. 25 -°-?= -'-?=-_?-: _f_-.i.. _1_.?-•. ` _ s. _ . 4 MCAR § 7.018 The certifica2ion by each of tl:e Drofessians respor.siSls °ot tina preparation of plans or plats shall be shown on each shee: o£ the set of p:ans, or each plat. 1. The board registers acplieants as an a:chitect, a profess:onal engineer or a land surveyo:. 2. ;he off:cial rost_r designates the branch of er.gineering in •.hich the reqisterad enq:neer uas examined. An applicant for registration as a professional engineer ia examiaed in the brar.cn oE engineering which he selects and in x.*.ich he is deemed qua!ified as an appl:cant by the board. 3. A pro:essional engineer rt:ay enqage in p:actice in any branch of rngineering; provided, iiowever, that a prc£essional engineer who aE.`ixes his certi£iwtion aqd siqna,ute to pla.is, speci£ications, or other documeiits may be required to establ:sh, to the satisfaction o£ tSe board that the work was per£ormed accorQing .o recegnized and accepnable engineerin9 standards aad practice. 'D- The £ollowing vordinq shall be inco:porated in the . certification: I hereby certify that this plan, speci£ication, or report was prepared by me or under my di_ec; supervision and that I zm a duly Registered Architect unrier :he laws of the S:ate of Minnesota. Da:e No. I*ereby certi:y that thia plan, speciiication, or repozt vas prepared by me or under ny direc: supervision nad that I am a duly Registered Professaonal Engineez under the lava of the Staxe of Minnesota. Date Reg, Plo. ! hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Su:a+eyor under the laws o£ the State o£ Minneaota. Date Reg. No 4[QCAR S 7.019 Seal. Each re5istrant may, upon licenaure, also obtain a sesl o£ a desiqn approved by the board laearing the licensee's name and the legend, "Regiatered ArChitect," "Aeqistered Professional Enqineer," "Reqistered Laad Surveyoz," 26 or "Aegiaierec plats, repor:s ba stamped x:- certificate i: expited, or h= used on doeume eertificate r_ 4 MCAR 5 7.02C its statuTOry inquiriea, aac 4 MCAR S 7.021 cor, orationa a to file period Stat. 5 319A.2 4 MCAR 5 7.02Z A. Purpose cireumetances . engineer are s< sectiona 326 B. CA •reetion, of any bui cartifiod Ninnesoia belev: 3. of buildi aubd. 5 ?pd . . 2. a. exiatinq 6u1 ? aystems or ehai systema, in oit the Unifosm Bu: (Z . such a maruier t 1976 editioa, r {3; , elassifieation D. Ar E ? ? $ ? 8 2L "N ES YL :7 0 8? 9 ? : : ea< : i ..$ s3?=s • g ? _ ' ^ : :? . ? o? a iu ' • 3 :Ea , 4= ?R6 o 3 ?o ? $ " :E8[6? °.• a o a;a •: s: $y ?: e sgea f »' ^ ? s: oa : ?; .;_ . s ; e ; ; •? :'?' : _a a : Sd ` . ?:= ?? i "si Z? e p i i Y°u a ? ? ? . :i : ?` ? : a ? Y?:?a : $ : ?ee o :e y ? a • g° ? .,':?o lls, F. ' a_ . ..o. ? 9 42 t e=: FI 2'? e E " jS € . ? ?? ? ? ? ? 06 C98'<-'a PO?P Y? y • ? ' Y Y u fi..". °C Of •a •`o • R .°. °?i°ui ? ?: re ! i? - = >a : : ^. :a, ?:?a ' ?a $:` • ? . - >e? :?.a l_ i:ea • _a_. ? ? ` '? Ao 69 `oY ?:a ?? e> d So ? . y ^o . 8 ^.. a ?. E .S ? P y o° :3L'• °u?: o' '> ya y"w ?u {{g 5r? ,? _ ... : ..i ` .,, ? 9 0 ? BD .. °• - o j?o? gYT - C ? •h ? w.? ur t-i? :.e_::o ? O uC? OD - 20? _ . st?'Y . S • = ' _ :.3E? - 87 Y?Y ]:8e?o ? • ? o • ? V • ? ? °:°" ? •? Y ?Y e? °.S...E ? . ? ?'c.• 'u i°`uY'° • } ? • Y?O ?G?YU fi ?0 w S. ?iY?Y .? ?' V CVi??O )• O ` 4 S :s 's? >.. " : ^ `_. ? • ; _ ° E?-3 6 .E' 3 °fr : §g??! E " ° AE '9`° o€s °.c . - y9 . s a ° o l a g •oYt ' . . °E: W?e E". ?p e• r E? 3 k ?n ? 2 8::2 ; g w a; .8 . :a: o :;Ya? s 5 _ N 4 r• a oF 3830 PILOT KNOB ROAD, P.O. BOX 21199 V1C EtLISOrI EAGAN, MINNESOTA 55121 M? PHONE: (672) 454-8100 TMOMAS EGpN DAVID K. GUSfAFSON PAMEIA McCREA hiEODORE WACFRER ' Couridl Members March 27, 1989 nHonvsNeoces ary pemmqtrd« EUGENE VAN OVER6EKE cHr cien MN DEPT OF HEALTH 717 S E DELAWARE ST P O BOX 9441 MINNEAPOLIS, MN 55440 ATTENTION: GARY ENGLUND, P.E. CHZEF SECTION OF WATER SUPPLY 6 ENGR REs COI+ASANITY OF JOY CHURCH 4015 NORTHVIEfV TERRACE L 1, B II-COMMCJDTITY OF JOY ADDITION ? Dear Mr. Englund: This is to advise that the final plumbing inspection of the aforementioned facility was completed on March 16, 1989. Attached, please find copies of the inspections made by the City of Eagan, Building Inspections Department. Sincerely, ?.?"'--• - C _ William Adams Plumbing inspector wA/js Attach. THE LONE OAK iREE. .. iHF SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIiY FP 9 g' # O -n ? ? ? - ?f . . , , ., ,r• ? b rn ' ? . * ? •? ? ?. ? ? ; ? I , ? ? R ?--? ,(,/, 1311 coYnm uni `?y o v .S MEMO TOs TOM COLBERT, DIRECTOA OF PIIHLIC WORRS JIM STURMo PLANNING DEPAATMENT BILL AKINS9 ELECTRICAL INSPECTOR CRAIG KNUDSENp EN(IINEERIN(3 TBCH SUE 3HERIDANt OTILITY BILLING CLEAK JOE MERCfiAK, CONSTHUCTION ANALY3T FROMs DOUG REID, HUILDING INSPECTIDNS DEPT DATE: The Protective for occupancy Inspections Department will of ?Q??! ??Y? be ?U performing a final inspection lPI/? lerrneP on 3 a9 . Please return within 48 hours with your approval response within that time frame will be determined each departments responsibility to contact the necessary requirements before final inspeetion and Inspections Department when all requirements ha Thank-you. or denial. Failure of as approval. It will be construetion firm with notlfying the Building re been taken care of. DR/js APPROVA : DENIAL: SIGNA HE & DATE) (SIGNATURE & DATE) ,(,/, 8 f1 l;.oYimUni 4y ° j `Svy MEMO TOs TOM COLBERT, DZRECTOH OF PUHLIC WORRS JIM STUEiM, PLANNING DEPARTMEIPf BILL AKINSo ELECTRICAL INSPECTOR CHATG RNUASEN, ENGINEERIN(1 TECH SIIE SHERIDAN, UTILITY BILLIN6 CLERK JOE MERCAAK, CONSTRUCTION AN9LYST FAOM: DOUG REIDv BUILDING INSYECTIONS DEPT DATE: ?/c?a/89 The Protective Inspections Department will be performing a final inspeetion for oecupancy of ?4Q/5 !l/(),-f h o'ew /errneP on 31, 4 rIs 9 _. Please return within 48 hours with your approval or denial. Failure of response within that time frame will be determined as approval. It will be each departments res ponsibility to contact the construction firm with necessary requirements before final inspection and notifying the Building Inspections Department when all requirements have been taken care of. Thank-you. DR /,j s c APPROVAL: ? DENIAL: (SIGNATUAE & DATE) P ?] ?l , , ,? ? . . ? • 1988 BUILDING PERM,ZT APPLICATION - CITY OF EAGAN SEP 1 9 1988 SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIDNS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WFiICH ADDRESS IS DESIRED. NO CHANGES WILL HE ALLOWED ONCE BDILDING PERMIT IS ISSIIED MULTIPLE DWELLZNGS RENTAL ONITS FOR SALE UNITS 0 OF UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS C0MMERCIAL INCLUDE 2 SETS OF ARCHITECTi1RAL & ST9UCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS To Be Used For: C? ,-(, Valuation:? `(7 e)UO Date: /l 1? 4'b Site Address g01Jr N0r-7HV!F-W Ta(tp E OFFICE [1SE nNr.v Lot _ Block Parcel/Sub YC Owner ccrilGviullJv Address _[7115' City/Zip Code 4-a?P (;? II P ?'1 D? 5'?n44 Phone Q.:32 - 5$`6^I o6-)i . k .Y?j Contractor _ Address City/Zip Code Phone On site sewage_ Nfi1CC system On site well City water ? PRV required _ Hooster Pump _ APPROVALS Engr/Assess Planner Couneil Bldg. Off. Variance Occupancy A-2.1 2oning PF Actual Const _ V" 1 HR Allowable V- 1 HR Il of staries ?+ Ma22, Length ? Depth S.F. Total 2p Footprint S.F. 59?0 FEES Permit 11 Z/o Surcharge 13S Plan Review ?zi SAC, City ? SAC, MWCC oir o Water Conn - Water Meter Road Unit 59Z8 Treatment Pl 40 fs Parks -^ Copies TOTAL 1460 Arch./Engr .? Address 1029Q (I,, City/Zip Code Phone fl 4i5- (,23"'I CYA4L kE?4o VALuATioK *B%AILn,N4 1-'-?1r tsr /poM - = 5IN ?'l 0 M X 3.2,r = s_? ! l Z? S,ARCM A R? 2r)0, 000 }t ; DooS= I 35' ?'?AN ?EV?cw ---? ?Iz6 x s`o', = 663 ,...,__ ... G, 0-6 Ac atr, x 9?S = yS! SA.C \ T?, _----- ?(Tl r IOOKz= Zo0 55vxz= 1100 TQC-A"fMEha f'lAN7 ?oq K 2 -- U ui( • - ' ? . _ - ,;? I minnesota department of health 717 s.e. delaware st. p.o. boz 9441 minneapolis 55440 (e 1z) eza saoo Johnson, Sheldon and Sorensen, Inc. 10249 Yellov Circle Drive Suite 220 Minnetonka, Minnesota 55343 Gentlemen/Ladies: September 12, 1988 Subject: Plumbing for Community of Joy Church - Eagan, Dakota County, Minnesota. Plan No. 90354 We are enclosing a copy of our report covering an examination of plans and specifications on the above-designated project. Also enclosed is a copy of the report and transmittal letter to be forwarded to the project owner. A set of the identified plans and specifications is also being returned to you. IT IS THE PROJECT OWNER'S RESPONSIBILITY TO RETAIN THE PLANS AT THE PROJECT LOCATION. Your attention is directed to the attached statement pertaining to inspection of the plumbing. It is important that we receive the information indicated in order that the necessary inspection may be made. If you have any questions in regard to plumbing inspections, please contact Donald Stanley at 612/623-5328. If you have any questions in regard to the information contained in this report, please contact John Barry at 612/623-5357. Sincerely yours, Gary L. Englund, P.E., Chief Section of Water Supply and Engineering GLE:JES:paw Enclosure cc: Project Owner Mr. William Adams, Plumbing Inspectorv/ an equal opportunity employer MINNESCTA DEPARTMENT OF HEALTH Division of Environmen[al Health REPORT OF PLANS Plans and specifications on Plumbing for Community of Joy Church Location Eagan, Minnesota Date Examined September 8, 1988 Prepared and submitted by Johnson, Sheldon and Sorensen, Inc., 10249 Yellow Circle Drive, Suite 220, Minnetonka, Minnesota 55343 Date Received September 1, 1988 Ownership - Community of Joy Church, Eagan, Minnesota 55122 Scope - This examination is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The examina- tion of pians is oased upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responaibility for the design of structural features and the efficiency of equipment must 6e taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included with this report. Inspections - Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plum6ing Code. It is necessary that the State Health Department make roughing-in and final inspections of the plumbing system to determine whether it complies with the Code. Provisions should be made for applying an air test at the time of the roughing-in inspection as outlined in Minn. Rules p. 4715.2820 of the Code. In order to facilitate this work, there is attached a self-addressed card which should be returned, indicating the name of the plumbing contractor so that arrangements can he made for the State Health Department to be no[ified by him as to the time that the installation will be ready for test and inspections. No acceptance of the plumbing installation can be given until inspection and test of the roughing-in work (Minn. Rules p. 4715.2820, subp. 2), finished plumbing (Minn. Rules p. 4715.2820, subp. 3), and inspection of the completed installation by a representative of [he State Health Department indicates compliance with the provisions of the Code. Requirements - SEE ATTACHED Authorization for conscruction in accordance with [he approved pians may be witndrawn if construction is not undertaken within a period of two years. The fact that plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information or advanced knowledge make improvements necessary. Approved by: ?,r?'&LUL Milton R. Bellin, P.E. Public Health Engineer Section of Water Supply and Engineering 612/623-5517 ? ? T'-I, John E. Sarry Engineering Aide Section of Water Supply and Engineering 612/623-5357 4 Community of Joy Church Eagan, Minnesota Plan No. 90354 Requirements: 1. The use of flat vents is not permitted. All vents must take off vertically from the waste piping and rise a minimum of six inches a6ove the spill rim level of the fixtnre it serves before horizontal offset. 2. Verify that lavatory C-l, shown in the toilet waste riser, is properly vented. The lavatory must have its own vent and cannot be wet vented through the drain pipe for the floor drains. 3. Dishwashing Machines - Every dishwasher in a building for public use shall discharge to the drainage system through an air gap. If a floor drain constructed withouf a backwater valve is installed on the horizontal dishwasher branch, the dishwasher may be connected directly to the drainage system. The water supply to any dishwasher in which the supply opening is located below the spill line of the machine should be protected with a vacuum breaker (see Minn. Rules, p. 4715.1250). 4. The island venting for the kitchen•equipment shall be in accordance with Minn. Rules, p. 4715.2650. Specify the location of all cleanouts. ??um tA, ? i '; oF 30y cHuRCH ,. _ a . r 2 , I _ L.,r 1 3?oJ?. ? Go.,,mk,.,yyn-???? Aa.L.,. --- . !e-y - - ..- !? 1 . '1CEV?5ED .D/2Au?rNlrTo 8?' - - ? f??t o n? ?' s?n v. c,•?/ ?K- l? - N-DCP K,-z+rati1 Sin+c i!z. ?bs ?l _ _ ?-??12r4-TL'D ?ol ?4?$ ? loS14gi73 - - - ' ??t-z?F_N,$wwE F'pW '5MA44C OA/to? _ 0 _ - (?Z) -- ? 2V7S6n,vA'4L... v - sg,?.? s,..?.? _ .. ;? --- ? ?? ?-.bAl? ?c?!(r/J o/? -- ?( . -,<. , 7`lr???';? rrvn?c?- St/vWLD --- - 1 ?nrrviG !-1 aw,? oy? /dZ - -t ? ?-- oF j3sK - c?? ,4-2.1 ryAF ?- - • ? ?X? ????•? - -- - ? -r0 ?Al . <? - " 3 2 X 1 Sf = J''7 G 532 ? 7- ? t? otcu?ofi? VE?a?I"???.iC.l. }?5?8=?y`? ? 7= 21 oe??ey?a.w? ZT2 X /4 - 3 Z z w i 20 = /?- Q?r ---- _ t`>fFK."k?> 104 ? lo? __ lvb = L/ occc?n ,aX-V-. _ l7?7>c IZt '151) -, 2 ,>,,D - / 13 X?14 = 182 ------ ML-? 3 ---- U.?_{?.}_"?'?dfY?d? ? ? Y? L2???aE6 ; '?a 9s7 e 1 ' a c-c?t/QAti!l : - - - A1.l c`ru ? ?°--1=oX Eb-_S EATNkb) - - - - - ?Ts ; LI?5z pL-- _Ce? V K 32 ? 12$ --- ?! yc / o c tl a._ z4S+ 7= tt R.Wv-vvy -a ? ?. ?- ?oOQ nLC??tra?Y±{'?'1 '? /uecv?? u c'ki ?5 -- -- - --- -- - -? c?,rH _ !L ' ? x_, r s.+i z?i7°/ ---- - T- 0: C A-L- eR_E. A L - ' ""- ' -???0 =-5"C??o -- - - - -- - - - --- - ? . , -w - - ---- -- --- --- -- -- 7YP?C >F;r cc??????ar.????r1-ts?.n-r-?A?+?T.-J?aB.?R. ?€C?ts?.- --- - -- --- -- --- - ---- -_-Ewt??S co?sA.!?? CDr??.4t.?D sP??S _c? u?c zia`-Ge?--- - `F'LAr?JK=-D? CERic iNc_ •?'TAL?.C?1_SZ?,.1d?..ZLM 7?O?S_ JLS?T coN?tZM 13.Z- ? ''Ex"1Z?R1D'2 W ALCp?IAC.TI[lN 7?j.6^??`!i?T UFaL L'10_?)- - -- - --- - -- - M MEMO T0: JAY BERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS .TIM STURM, PLANNING DEPT. JON AOHENSTEIN, ADMINISTRATION HILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG AEID, CHIEF HUILDING OFFICIAL DATE: Avt ?-• ?T _') I 1' 1 -? ?' The preliminary x_ ?. - plans for (. C`Ni;?t(ITI(7v' G are in our plan review sec construction C? your review ana comments. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return form to Joe within Pive (5) days will be considered your approval. If you have any objeetions to approval of these plans, it is your responsibility to notify this department and resolve any problems. Thank-you. Vv I'?? ° I?i• ??12r1?J? . Y,;??t''?Cr-Iala ?lt?L1 ?i?? ?WP'i?'?'M ?!? ?71 ?7?/. /JS MEMO T0: JAY BERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBEAT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: Ak,t C, u:??T ? 'Ihe preliminary x_ construction plans for Lt';NllvlfWilY (%FJDY LoUrt:i-Y are in our plan review section for your review and commen Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return form to Joe within flve (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. lhank-you. ? /JS r • t. ? 4 COPB+IERCIAL i ZNDUSTRIAL BUILDING EXTERIOR ENVEIppE AVERAGE "U° COMPUTp SITE ADDRESS DEGREE DAYS e3I6 DATE 7-8 -SS PHONE Determine working square footaqe of each. 1. Total exposed wall area...... 4'7M sq. ft. x_,_?,3- (ov 2. Total roof/ceiling area .... lo$?Qy sq. ft. x1?= ¢08' Total exposed wall area above floor = A700 a. Total wall window area .................. b. Total door area ............................ c. Total sliding glass door area ................ -? d. Total wall area ........................ e. Total wall framinq area (averaqe 10$)........ ?- f. Total net wall area above floor .............. 3m/ q. Total area ............................. ?- Total axposed foundation area u ?- h. Total foundation window area ................. i. Total net foundation area above grade........ Determine "U" value of each wall seqment. a. 366 X~U~_ -44 lL 1 b. (o ? X "U" e S7 =_.?_ C. X "U" a d. X AUn _ e• 4?0 X pUn • rO _. 4'7 g. 3801 x •up ,65 - I9D g, x wuw h. "-- ]C "U" a -" X "U" 3. .........................Total ° 434- If item #3 ie the eame as, or less than item ;1, you Aave met the intent of SBC 6006 (c) 2. . . Total expoaed roof/ceiling area - 69,0¢ j. Total ekyliqht area..................... k. Total roof/ceilinq framing area......... 1. Total net insulated roof/ceilinq area... g-p ¢ Determine "U" value for each roof/ceilinq segment j • X ~UM k. r g suN r- s 1. S?-o4- X"U" s 04 4. .........................Total = If total of #4 is the same as, or less than #2, you have met the intent of SBC 6006 (c) 1. To utilize the total envelope syetem methods, the value established by the sum of items t3 and #d ehall not be qreater then the sum of items #1 and /2. 1. /t') 8- 1 + 2.-408'140 3• 4-3¢ + 4• ?.7z = 7D/o DOLEJS ASSOCIATES, INC. Consultinq Enqineers 515 Nozth Front Street Prepared by Mankato. 147 56001 IIate submitted_ ? - 8 -Bg Signature_ri?r? ? ?..? a minnesota department of health 717 s.e. delaware st. p.o. box 9441 minneapolis 55440 (612) 6235000 Sohnson, Sheldon and Sorensen, Inc. 10249 Yellow Circle Drive Suite 220 Minnetonka, Minnesota 55343 Gentlemen/Ladies: September 12, 1988 Subject: Plumbing for Community of Joy Church - Eagan, Dakota County, Minnesota Plan No. 90354 S!e are enclosing a copy of our report covering an examination of plans and specifications on the above-designated project. Also enclosed is a copy of the report and transmittal letter to be forvarded to the project ovner. A set of the identified plans and specifications is also being returned to you. IT IS THE PROJECT OVNER'S RESPONSIBILITY TO RETAIN THE PLANS AT THE PROJECT LOCATION. Your attention is directed to the attached statement pertaining to inspection of the plumbing. It is important that ve receive the information indicated in order that the necessary inspection may be made. If you have any questions in regard to plumbing inspections, please contact Donald Stanley at 612/623-5328. If you have any questions in regard to the information contained in this report, please contact John Barry at 612/623-5357. Sincerely yours, Gary L. Englund, P.E., Chief Section of vater Supply and Engineering GLE:JEB:paw Enclosure cc: Project Ovner ? Mr. William Adams, Plumbing Inspector an equal opportunity employer MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT OF PLANS Plans and specifications on Plumbing for Communi[y of Joy Church Location Eagan, Minnesota Date Examined September 8, 1988 Prepared and submitCed by Johnson, Sheldon and Sorensen, Inc., 10249 Yellow Circle Drive, Suite 220, Minne[onka, Minnesota 55343 Date Received September 1, 1988 Ownership - Cotmnunity of Joy Church, Eagan, Minnesota 55122 Scope - This examination is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The examina- tion of plans is based upon the supposition that the data on which the design is hased are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included wi[h this report. Inspections - Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. It is necessary that the Sta[e Health Department make roughing-in and final inspections of the plumbing system to determine whether it complies with the Code. Provisions should be made for applying an air test at the time of the roughing-in inspection as outlined in Minn. Rules p. 4715.2820 of the Code. In order to facilita[e this work, there is attached a self-addressed card which should be returned, indicating the name of the plumbing contractor so that arrangements can be made for the State Health Department to be notified by him as to the time that the installation will be ready for test and inspections. No acceptance of the plumbing installation can be given until inspection and test of the roughing-in work (Minn. Rules p. 4715.2820, subp. 2), finished plumbing (Minn. Rules p. 4715.2820, subp. 3), and inspection of the completed installation by a representative of the State Health Department indicates compliance wi[h the provisions of the Code. Requirements - SEE ATTACHED Authorization Eor construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information or advanced knowledge make improvements necessary. pproved by: ??ekLL 'ilton R. Bellin, P.E. 'ublic Health Engineer ection of Water Supply 12/623-5517 and Engineering ? John E. Barry Engineering Aide Section of Water Supply 612/623-5357 and Engineering 4 Comvunity of Joy Church Eagan, Minnesota Plan No. 90354 Requirements: 1. The use of flat vents is not permitted. All vents must take off vertically from the waste piping and rise a minimum of six inches above the spill rim level of the fixture it serves before horizontal offset. 2. Verify that lavatory C-l, shown in the toilet waste riser, is properly vented. The lavatory must have its own vent and cannot be wet vented through the drain pipe for the floor drains. 3. Dishwashing Machines - Every dishwasher in a 6uilding for public use shall discharge to the drainage syatem through an air gap. If a floor drain constructed withou[ a backwater valve is installed on the horizontal dishwasher branch, the dishwasher may be connected directly to the drainage system. The water supply to any dishwasher in which the supply opening is located below [he spill line of the machine should be protected with a vacuum breaker (see Minn. Rules, p. 4715.1250). 4. The island venting for the kitchen equipment shall be in accordance with Minn. Rules, p. 4715.2650. Specify the location of all cleanouts. 4 MEM4 T0: .JAY_BERTI-IE_ POLICE_DEP_T.._ _ ?ED KIRSCM, SR. ENGINEERING TECH.,j CRAIG KNUDSEN, ENGII?EERIVG TECH. TOM COLBERT, DIRECSOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIV, ADMINISTRATION BILL AKINS, EI,ECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUILDIVG OFFICIAL DATE: SCM. ZD / IriKy The preliminary construction ^ plans for LOMMU/J17Y DF SoY CHu are in our plan review section for your comments. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return form to Joe within Five (5) days will be considered your approval. If you have any ob3ections to approval of these plans, it is your responsibility to notify this department and resolve any problems. &?)c_-? 3 /Ya& 7Yiank-you. r (¢en5 K' ?as y ?-N_- f4 ? 00??a6I I 7,7S o wRhT 1 o 1-noctu u-? ?o wr (I V'P I)O:hq r°la CJ?; ?? 7-? d ?uhSfr,.c?? oh? ( T 1? ? ?,? 4y ?72- 140un MEKO T0: JAY BERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERIVG TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION HILL AKINS, ELECTRICAL INSPECTOR ';?JOE CONNOLtiY, WATER DEPT._ I FROM: DOUG REID, CHIEF BUILDIVG OFFICIAL DATE: SCM . Z17i Icf`6v The preliminary construction X plans for (,pMMUNiTy OF ?bY [Hu are in our plan review seetion for your comments. Please return this form to Joe Merehak with your initialed comments and the date of review. Failure to return form to Joe within five (5) days will be considered your approval. If you have any objections to approval oF these plans, iL is your responsibility to notify this department and resolve any problems. lhank-you. ? ;2 9?r /JS e? •:;;,;-?.?:.? . __.,:3.,,_....,._:?>-,:.,....?.,k.?._ -ww.a?.._,:, ?......._?? .,_....._. .._,_?..a„t-,-?:.?...?.>..7?r?,s MEMO T0: JAY BERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT.,_DIRECTOR OF P_QB C WORKS ??,JIM STURM, PLANNING DEPT.`,Z?_'? Qqp-mN'1 ,JON KOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FRDM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: SKF71'. Z17, lrf`SV 'Ihe preliminary plans for LDA are in our plan construction x seetion for your review commenLS. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return form to Joe within five (5) days will be considered your approval. If you have any objeetions to approval of these plans, it is your responsibility to notify this department and resolve any problems. lhank-you. /JS -..,?„ MEMO T0: JAY BERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERIVG TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING_DEPT_._ ?. JON HOHENSTEIN, ADMINISTRATIOtJ HILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEYT. FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: StFri'. ZC7I /,f`6'? 1he preliminary plans for LOM M U!J iT are in our plan review construction x your review and commen Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return form to Joe within five (5) days will be considered your approval. If you have any objeetions to approval oP these plans, iZ is your responsibility to notify this department and resolve any problems. 1Yiank-you. /JS MAT'G'SOtV/fV1ACDONlAL.D 61VC. STFtUCTURAL ENGtIVEERS 159 6 W. LAKE STREE-r MINNEAPOLIS,MINNESOTA55408 , (692) B27-7625 October 7, 1988 Paul Reeb Johnson Sheldon Sorensen Architects [nc. 57'0QA6E q 10249 Yellow Circle Drive Minnetonka, Minnesota 55343 RE: STRUCTURAL REVIEW Tq'3L?E L3 ;4 COMMUNITY OF 70Y CHURCH cKl? t EAGAN, MINNESOTA AnzH_ jp_ 1'q_E?B Dear Paul: As you requested I have reviewed the framing for the mezzanine level over the classroom/office/kitchen areas for the above referenced project. As a result of my review, I find that the framing indicated on the plan sheet #3 is acceptable to support the anticipated loading. For my calculations, I have artibrarily used 50 p.s.f. live load when 40 p.s.f. is all that is required. In consideration of my review, I wouid like to make the following comments: i. Assume lumber grade and species is No. 2 Hem-Fir. 2. Joists shouid be 2 x 12 @ 12" o.c. Section 1/2 shows 2 x 12 @ 16" o.c. This should be corrected. 3. The 24" x 12" thickened slab footing is acceptable to support the wail loads. Maximum soil pressure is 500 p.s.f. beneath this footing. _ I have enclosed a copy of my calculations for your files. If you have any questions, please do not hestiate to contact me. Yours truly, MATTSON/MACDONALD, INC. David H. Macdonald, P.E. DHM:kjn Enclosure CALCULATIONS FOR MEZZANINE LEVEL FRAMING COMMUNITY OF JOY CHURCH EAGAN, MINNESOTA I hereby certify that performed by me supervision and that Professional Engineer State of Minnesota. these calculations were or under my direct I am a duly registered under the laws of the ,1. David H. Macdonald, P.E. Reg. No. 14751 Date: October 7, 1988 ii ?; ? ?, i' I: ; i; ?, ;-;. ; i: . i? j'. ?; ,'. _ i. i i I i i i i i ; i ' ', i I ' ? ? i i 3olanson, sheldon 8c sorens¢n ; •, •i ARCHITECTS 102E9 yellow clrale driva minnetonka, mn. $5349 suife 220 612-935-6337 October 7, 1988 Mr. Joe Merchak, Building Offlcial CITY OF EAGAN 3830 Pilot Knob Road Box 2199 Eagan, MN 55121 KE: Code Review Community of Joy Church Eagan, Minnesota Dear Joe, OC? 1 i 1988 Persuant to our phone conversation of this afternoon enclosed revised plans of the above mentioned project. Please note the following: 1. Addition of doors at southeast corner of the sanctuary and in the south wa11 of the Narthex. 2. Relocation of door #104 at Pastor's office to permit 12" clearance at latch side of door. 3. Relocation of kitchen pass through and double corridor doors at kitchen to eliminate need for rated pass through door. 4. Kitchen sink will be made handicap accessible it required by State 'codes. Also, range will be provided with front controls per your instructions. 5. Double doors off sanctuary at corridor and Narthex will be 20 minutes rated doors. These doors are already equipped with panic hardware and will be smoke sealed. 6• Service sink required by plumbing code will be added to utility room #202. I'v also enclosed a copy of the Minnesota Department of Health Review and Comment Letter that you requested. The plumbing contractor has been made aware of their requirements, and they will be taken care of. Page 1 of 2 'Page 2 of 2 CITY OF EAGAN The H.L. ratings included herein; been sent to the structed; and St cations, as well coming. for walls and ceiling that you required are a copy of the plans and specifications have metropolitan Waste Commission, as you in- ructural Certifications of plans and specifi- as signed and stamped shop drawings, are forth- Please let me know if any further information is required by the city prior to issuance of the building permit. Because of impending weather, it is imperative that we begin construction as soon as possible. Thank you for your continued assistance 3n this matter. Sincerely, ?? 4 &.14- Paul L. Reeb Project Architect Encl. cc: Orlin Rogness Fi1e 736 PIRE HESISTANCE DIpECTORY FIRE RESISTANCE RATINGS (BXUV)-Continued Unitetl Slatas Gypsum Ca.-7ype C, IP.X f, iP-%2, SC%, SHX. W WC or WR%. Wesum 6ypsum Co.-Tyva 1, Wayarheeuter Co.. Gyp+um Dlv.-Type UON 1. DOG3, cr DDDG3. Windzor Cypaum Inc.-TyDa WTfl ar WTIi.G. 2. Shaething-yr in. thitk exterior BYGSUm shsathin0. 24 in. wide eheets, TGG ed0ex Min weiBht ol shaeta 1800 Ib Oer 1000 sp 1t, min thlckness 0.480 In. Atteched to stutla hori:on lally with 1%, in, long. I 1A, Vis in. diem Ilatheee galv roofinp nails speeea 6 in. O.C. VBetied joints Iacate0 war stutls an0 s1a8Gered batween atljacant raws. 3. Corrugeted Wall Tlas--%# in. wiEe Ey 8 Y. in. IonB• 20 MSG paiv slael. AltathaG to aach atutl wiro ]'/o in. Ione 80 cemenhcoeued nalls, ewry, sisth course o( btlcks. a. Cl.y Feu 9ricki-2% by 3'G Ey 8 in. with cored holes, laid in lull betl ot moner'/, Io '/z in. Mick consisting of Ihree parta ol clean sharp sanE ro one psh o( pottland csment (Oto poniona0 by vop and 15 parcent hydrated lime lby cemen[ volj. 'Bearinp the UL Classification Markinp Design No. U304 Assembly Hating-1 Hr. Bearin0 Weil finish Rninp-29 Min. i 1 tN Tr. 1 ] 4 3 S 2 8 Tap ane Barom ef Y'a11 ElHettwy fYwbpptl 1. Wood Stvda-Nom 2 by 1 in., spacad 12 in. O.C. 2. Bearinq Pls«NOm 2 by A in. 1 Wdlbverd. Gypsum-'/ in.fhic4 repular wallboerd 4 in, wide to cover sluds. 311. in. witla Io cover douEle Eearing olete, and 1'/. in. wide m eover aingle beerinp plate. AuecAad to slutla antl sitlee of bee.ing pbtes with 6d cement coatetl (coole•) naib spaeed 8 In. from eeeh end anE 12 in. O.C. Svips aueched to sluda on altemate fscee to prodoce staB9eretl ctutl attanpa, ment. a. Wallboerd, GyDaum'-X in. thick, C fl wida. Atlacha0 to altemata studs with 8d cemant coated (cooier) nails soaced e in. O.C. Joints centerad over slutls, sleBOared on opposite aiEu 01 wall. Cenadien GyDSUm Co.. ltd.-Types SC%. SH%. WP%. Unirod Statss Gypsum ComOeny-TyOes SGX, SHX, Wq%. 5. Jointe end Neilheetlo-Wallboard jolnb covered wiih papar tape and jolnt compoonE. NaiL heads covered with laint compound. 6. Leminetinp Adhssivs-Used lo bond outer layer ot hertlboar0 (1tem 7) to inner leyer ot Y. in. gypaum wallboard Naoprene Desa general purpose Oenel adhesiva. Apolied to bwk surfeca ol tha outer layer of hardboard with caulkinp pun pmducing continuous beads o1 atlhenive eboui y. in. wiEe. Y. in. alonp ihe eGge ol each board and 3 In. IonO horixonbl beeds epacetl 61n. aoert. apacad vanicelly 78 in. O.C. 7. MerOboard-Service gra0e. 48 in, wide. Min thicknasf 0.230 in., max thicknese 0.286 In. Min dansify-50 pcf. maa densiry 60 pcl. Atuched venieally wsr innsr layer of Y. in, pypsum wailboard (Irem a) with adhetive antl 4A finlihinp neils apaceA 24 in. O.C. alonB Ihe snd 01 Ihe vertical edBea. 'Bearing Iha UL Classilication Markinp e ign No. U_3.5? I?T?^d?J1 e?- Assembly Rating-7 Hr. WAU-5 Besrlnq Wa11 Finiah Ratlnp-Sae Iiem 3. 1600.C. ?} 16" 0. C. U3 U U 2x4's firesfopped i. Nsilheed.-Enpose0 or cowred wilh joint com0ountl. ]. Joinla-EMposeO or coverad with fiESr tepe antl jofnt compounC, excspt where rlpuired lor soecillc adge contigvretion. For taparod, rountlabadpe wallboerd, jointt covend vrith joim comoovnE or libar uoe and joint compoand. As an sllarnale, mm 3/32 in. thick pypaum w neer plaster may be epolied lo the anlim saAeee of Clesaified veneer basebosrd. Jolnb roim baed. 3. WallboarC, 6ypsum'-5/8 in. thick wsllboard pspe, ar vinyl suAaeeE, with bevaied, s0uera, or taaerad adpaa. We1lboer0 nailsE 7 in. O.C. wilh 6d csmenitoatad nails 1•7/8 in lonp. 0.0915 in. ahank diam end 1/4 in. diam heeda. WAen uastl in widths of other Nan 18 1n, wallboard ia to be instaltetl ho.izonlally. Canstlian Gypwm Co_ Ltd.-Types SC%. SHX, WRX iMbA ntino 26 minL Twe C FIHE RESISTANCE DIRECTORV 737 FIRE RESISTANCE RATlNGS (BXUV)-Continued Celotex CorO: TYVe i, Type SF3 ifinish rating 20 min), Type A (linish rating 21 min). Type 6(Ilniah rating YO mini. Typa G pinisA rating 21 min) or FflP. Domnr Gypaum-Type C (finish rating 26 min). Type d(finisn ntine 16 min), Typa 5(finifh rating 26 min), Type 8, Type e(finish rating 23 min) or Type 9 pnnish rau inp 28 minl. OeorgiePeclfic CorO. GyOSUm Dlv.-Type GPF51 (finish rating 20 min), Type GPFSY (linish rating 20 min), TyOe GPF53 (linish rating 20 min), Type GPFS< (lin- Ish raung 20 min) or Type GPF56 pinish rating 26 min). Goid 6ond Building Praducb-TyOe FSW (linish rating 20 min), Type FSW-G (linish rating 10 min), TyDe FSW2 (linieh rating 20 min). Type FSW3 (finish rating 20 min), TyDe FSW4 (linish rating 20 min), iyoe f5K (finish rating 20 min) or FSKG (finish rating 20 min). Norwes[ Gyoeam-Type Fire X (finish rating 26 min). Pabco GyOeum-Tyve PG-2 (finish rating 20 min), PG-3 (finish rating 20 min), PG- 3W ifinish rating 20 min). PG-4 (linish rating 20 min). PG-8 (finish rating 23 min). PG3W5 ((inisM1 rating YO min). fle0ublic Gypsum Cq-TyOe flG-i (tinisA rating IO min), Type RG•Y (Finish rating 20 min), TYPe NG-7 ltinish rating 20 min) or TYpe PG-6 (finish rating 76 min). Tample Gypsum, Ine: Typec .3 (finish rating 20 min), VPB-3 (finisn rating 20 mint, FR.WN (finish mtinB 20 min). Throa Rivere Gypsum, fne. Type 3R3 (linish rating 70 min). Unitod Stetee GyDSUm Go. Typo SCX (Iini3M1 rating 76 min), Type C ifinish .aiing 26 minl, Type WR% (finish ratinB 28 min), TYGe Wfl{ (finish rating 26 min). TyOe D(linish rating 23 min). Typa IP-X1 (finish raling 26 min), Type FCV (tiniSM1 rating 26 min). TYOe IPA2 ((inisli rating 26 min), Tyoe SHX (finish rating 26 min) or ty0e SHC (finish rating 26 min). Weetsrn Gypsum Co.-Type 1 ifinish reting 26 min). Weyarheeuser Co. GyOSUm Div. Type DDNI (linish rating 20 min), Type DOG2 (tinish rating 30 min), Typa ODW3 (finish rating IO min) or Type DODG3 (finish ratinp 20 min). Windwr Gyp+um Inc.-Type YJTppiniah rating 10 min.I, Type YJiF-3(finish rating 20 min.) or WiH.G(tinlsh nling 20 mini. /. Steel Cornar Faxtonera-(Optional}-FOr use et wall corners. Channel shapeE, 1 in. long Oy t in. high on Ihe be<k aide wilh two Y. In. wide cleaU orotmtlinq imo the Y. in. witle channel, faEriealed fram 24 pauBe gelv steel. Fasteners applietl only to the entl or cut edge (not along tapemd etlees) of tha wall0oartl, no 9reater Ihan 2 in. trom comet ol waOEOerd, max spacing 16 in. O.C. Neiled to adjment stuE thmvgh tab using one Na. 6tl camen4coatetl nail per las tenee Comen of wall board shall be nailed to top and baLLom plale usinB No. 6E cementaoat- ed nails. 6. Betb and Blankab'-{NOt Shown}-optional glass fiber or minaral waol insulafion. Owone-Cominp FlCargles Corp. USG Aeoustieel ProdueU Co. •BearinB lha Ul Clasai/ication Marking. Design No. U306 Assembly Rating-1 Hr. Baarlnp Wall Finisn xacine-xo min. h--16"0. C.--i-16"0. ? 3 2 O 2x4's firestoOCed 3/4' 1. NailAoads-ESDOSetl or <ovarad wiN joint finiaher. 1. Joini o/ Exposed Boerds-ExpoeoA or eaverad with tibar tape and joint finisher. 3. Wsllbosrd. Gypsum'-'/. in, thick BYOSUm wallCOard, applied in two IaYars, the tirst layer ot boerds Olseetl venieelly antl tem0orerily nailed In Oosition, the seconE layer coata0 with glue. epPlled a0almf the lirst layer and neiled to nmES 6 la O.C. at edges ol boards antl B in. O.C. at intermediete eWES with 1'/. in., Bd, cemenl coatatl nails. GaorBia-VaN/fc Corp., 6ypsum Oiv, Type "GVF51:' Wayarheautu Co. Gypsum Div.-Type "DDG2." •Bearing Iha UL Clsscilication Marking 730 PINE RESISTANCE DINECTORY FIRE RESISTANCE RATINGS (BXUV)-Continued Wenger CorO•='SOUntl Modula Panels." Bearing the Ul Cleeelfication Markinp FlpE NESISTANCE DIpECTOqY 731 FIRE RESISTANCE RATINGS (BXUV)-Cantinued Cenedian Gypaum Co., Ltd.-TyOec $CX, SHX, WRX. Unitad Ststoa Gypsum Co. Typea SCX, SH%, Wp%. 5. Neflheada-Coveretl with joim compovnE. 8. JolntKOVereC with Deper tepe anA joint comDOUntl. •BwtlnB the UL Classifiution Markinp Design No. U029 Assembly Rating-Y: or 1 Hr (See Item 4) Nonbearing Wall (Fire exposed to either side except as noted in Item 4) a - / 1. Floor anE Celllnp CAannela-(Noe ahownF-Channei sheped, <'/. in, wiAe with two l% in uaes, labriceted Irom No. 20 MSG cold rolistl steel. Auechetl m/loor enA cailinp with lensn an soacetl 14 In O.C 7. SuOPOn Anqles-2 by 2 by y. in. svucturel steel, auachea 1o maaonry with V. by 2{n, sx• pdn6ip11 eoue spe<ea za in O.C. 3. H.Joinerre-USed ta secura adjacent Oanels logether. Febricated from No. 20 MSG cold mlled stael, 41. in. wide, fwa 2% in. flanBea, with y in. thick wallboerO eetured m esch si0e ol web. 4. Glass Fiber Insulfffio?Om 1 in. Ihick cul into wiEths ol apP/ox C in. anA pressad wer H- joiner wab areas wilhout eEhesive. 5 kH-v CompounE-NOt shown}--Applietl In apptaR %, in. Eiam beeda to insitle (lenga edp. es ol loinen. 6. Unlts. Pertition Penel'-NOm 4 in. Oaep, CO in. wide with optianel Oerlorelad facinp sheafs on one sitle. Secured lo H-joinen with caulkinB compaund ?uam 5). Indmhiel AcauaUq Compeny, Ine. Typa FNL. 'Bearing tAe UL Classilication Merking Dasign IVo.-1702U k-?((f-,W°Ci' Assembly Rating-7 Hr W/bi (Exposed To Fire On Wallboard Face Only) Bearinp Well 5 ? 2 x4's, Firestopped 6 r-16" O.C.--j r'Y ??? _ ?._? ?? ? t ^` ?n (.? V ?b bb 1. HardboarE Psnaiin0-Mineral and Flber Boards'-Untreeled herd baard panalin0 N'llh vari aus fece finishas, nam 7/18 or 1/2 in, thick, 6 to 48 in. wide. ShiplepPed panel siding las I ened lo framing member with Bd nails throuBh IaD spacatl 6 in. O. C. verticslfy. Buttad penel sitlinp lastened to framing members wizh 8d nalls 3/8 in. 1mm adge spaced 8 in. O.C. vetlL cally. Lap sidinps las[enad ta (raminp membars with Bd naile 3/8 in. (rom edges s0aeed 16 n. O.C. horizon[ally. (Alvminom joim moltlinB aa reauired for Countryside and Cobtlok bp aid- ingsd Meaonits Corp. 1A. In liau o/ Itam t, the followin9 Minerel end Fiber Boards' may be usad: Chemicelly lreateE with DrimeE lace, nom 7/16 in. thick. <B in. witla. Actachsd vertically m wood atuda with IOtl rust resistam nails, 2.1/2 in. lonp with 5/16 in. diam Aaeds, spacad 8 in. O.C. alon0 eOBee and 12 in. O.C. alanp imarmediata aup0orte. Me.onib Carp: Type FT. I B. MoldeE Plartic-ln lieu at Item 1, the tollowing MalEed Pleatic' mey be uaed: Solitl vinyl eid ing mechanically sncuretl ro treminp memberf in accardence with menufacturer s recommenb ed installatian Eetails. Mutic Corp. Wolvarina TechnoloBios.lnc. 2. Gypsum Shaathiny-NOm 1/7 in. (min) Ihick pYOSUm ahaathing supptiatl in 2(t (min) wide sheels, installad horixantally. AtlacheA lo eech wooA sWd with 1•7/8 In. long Bd neile tpacad vertically B in. O.C, 3. Betta and Blenkets'-Min 3 in. thick Blass liber balts. OwenrCornin0 Fibsr0ln CorO. 4. Wellboerd. GyDsum'-0ne layar, nom %. in, ihick. Nailed 7 in. O.C. venieally a1 each atW with 1'/. in. lono 6d mi15. Whnn -M in wIAIA. n,A- fF?.. I O ?. ....i. v-- - ._ I_ ?_ .... . i. Support Anple*-21/a by 2% by V. In. slael enples ettachatl to masanry wiih 'A in, by 1`/, in. mesonry enchor bolU. 2. 8ulldinp Unlts'-t in, ihick inauloted elael panels, 30 in. witla. Attachetl through No. 12 MSG relelnsr clipa lo hOdxontal iupport engles with No. 14 by Y% in, long Philllps Oan head se1F t+p0in9 steei acrowe locarod et eech Oanel jeint and conceala0 in ihe Ii0 0l the Dvildinp unit. Elwin O. Sm(th Oiv., Cyelov. Corp.-Type 2FW30. 3. 3. Flashin0 An9ho-NO. 20 MSG cwted scael anples 2'6 Ey ZY, in.: attachetl m rop antl Oob mm mppott angles with Typa B, No. iq by 3Y, in. lonp hes heatl steel ecrews wi[h neoprane backed waahers, specatl 30 in. O.C.; to aitle auOGOR anBlea with Type B. Na. 10 Ey 1 in, long 6ax heed sueel acrews spacod iB In. O.C. and to OuildinB unils wi[h Type A, No. 14 by y, in, Iong hex head steel acraws spacaE B in. O.C. 9. Wallboerd. GyWum'-'/. in, [hick with sQUera or IaOered adBas. ApplieE vertically or M1ariiori- tally with joinis cbpBaroO min 8 In, bolh tlirections. Attached ta builtlinB units with TyOa 5-12 Ph111i0e bugle heed tteel serowa t%in. long Por the firs[ byer, f•,in. lonq Por the sacontl layer and 21, In. long 10r the IhirA leyee (if neededi. Screws spaceE 21 in. O.C. harizomally and 12 in. O.C. vertieelly wi[h seraws loeatotl 3 in. from edpas. For y Hr Rallnp-qre expoaed m al[har dde-Two layen reQuiraE. For 1 Nr Hstlnp-Fin expoead to wallboerA eide only-Two layers re0uired. For 1 Xr qetinq-Fire szposed ro aithsr eida-Threa layers reQUiretl. See WallbosrA, Oyvsum (CKNX) cateBOry tor Iist o1 manuycturers who omauce gypsum waliboard lor use in this dasign. '8earing ihe UL Classilication Markinp Assembly Rating-3 Hours Design No. U031 Nonbearing Wall 1. floor. Cailinp antl SIEa Channels -Channe4ahsDed, nominal 3 in. wide with nominal ] in legs Iebricate0 from 1/9 in. Dmssa0 mild 111e6 . 3. SuOport Chennpb -Chennelshaps0, nominal 3 in. wide wiN nominal 34/4 in. IeBS labriwo- etl Irom 1/4 In, ihick rollad miltl tlael. 3. BatL snd Blanbb• -Mineral wool beus, minimvm 10 Ib/cubic It and nominal 6 in. Nick. USG Aeousfiul Produels Ca 1. Unils Pertition Panels' -Naminal 3/8 in. thick insulatetl panels supplieE as fillets, sM1eers, and cover omfilas. e oai?... -u.....?.._i vo ._ ....< <._ .. ... ?_ .._._ .__ ._ . . . _ . . oesign Na. U025 Assembiy Rating-1 Hr. Nonbaerinp Well (Exposed to Fira on Both Faces) . Sound Pire GA.... ?ting l Rating Flle STC No. 40 to 44 0 FC 5300 FC 5310 ?ETAILED DESCRIPTION Construction Type: Wood Joists, Gypsum Watlboard Yz" type X gypsum wallboard or veneer base applied at right angles to resilien[ furring channels with 1" type S drywall screws 12" o.c. Wallboard end joints located midway between continuous channels and attached to additional pieces of channels 54" long with screws 12" o.c. Fesitient furring channels 24" o.c. attached with two 4d coated nails, 11/2" tong, 0.080" shank, and ?/,z" heads to wood joists 16" o.c. supporting 1" nominal T& G wood sub and finish ftoor, or 5/B" plywood finished floor with long edges T 8 G and Yz" interior plywood with exterior giue subfloor perpen- dicular to joists with joints staggered. Construction Type: Wood Joists, Gypsum Wallboard 5/e" type X gypsum wallboard or veneer base applied at right angles to rigid furring channels 24" o.c. with 1" type S drywall screws 12" o.c. Wallboard end joints located midway between continuous channels and attached to additional pieces of chan- nel 54" long with screws 12" o.c. Rigid furring channels attach- ed with two 1 Ya" type S drywall screws to each 4" x 10" or two 2" x 10" wood joists spaced 48" o.c. supporting 1+A" tongue and graove plywood floor. f .r L h . . . .?. .. . ._. .. ??: [ ... SKETCH AND Fire Approx. Ceiling Weight: 2 pst Fire Test: UL A3501•29 Design L515, 3-2364 Sound Test: NGC 4010, 3-21-66 (Rev. 12-23-70) IIC & Test: 38 (63 C& P) NGC 5016, 347-66 Approx. Ceiling Weight: 21/2 psf Fire Test: UL R1319-47 Design 1508, 5-8-63 iR 35 to 39 I Construction Type: Wood Jolsts, GypsumWallboard Base layer 5/e" type X gypsum wallboard applied at right angles to wood joists 24" o.c. with 11/4 " type S drywall screws 24" o.c. Face layer 5/e" type X gypsum wallboard or veneer base applied at right angles to joists through base layer with 1%" type S drywall screws 72" o.c. at joints and intermediate joists. Face layer joints offset 24" from base layer joints, 11/2 " rype G drywall screws plac, ed 2" back on either side of face layer end joints, 12" o.c.! i%z" (iL?j • plywood with exterior glue appiied at right angles to top of joisr with Sd nails. Ceiling provides one hour fire resistance pro- tection tor waod ireming. . Construction Type: Wood Joists, Gypsum Wallboard 1h" type X gypsum wallboard or veneer base applied al iight angles to wood joists 16" o.c. with 5d nails 75/B" long, 0.099" FC 5410 shank, VQ" heads, 6" o.c. supporting Y' nominal T& G wood sub and finish floor, or 5/e" plywood finished floor with long edged TG 8 G and Vz" interior plywood with exterior glue subfloor perpendicular to joists with joints staggered. Nails placed 3/a" from board edge joints and 1h" trom board end joints. Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72 Approx. Ceiling Weight: 2 psf Fire Test: UL R1319-66 Design L512, 11-9-64; R3507-45 Design L522, 5•27-65; R2717-38 Design L503, 6-10-65; R 3543-6 Design L519, 17-70-65 ULC Design M502 Saund Test: NGC 4024, 7-13-66 IIC & TesL• 32 (66 C& P) NGC 5032, 7-19-66 53 • ,•,• johason, sheldoa & soreasen ' •, •, ARCHITECTS iac. 10249 yellow cirele dNre minnatonke, mn. 55349 sulte 220 612-935•8337 October 14, 1988 Mr. Joe Merchak, Building Official CITY OF EAGAN 3830 Pilot Knob Road Box 2199 Eagan, MN 55121 RE: Community of Joy Church Eagan, Minnesota Dear Joe, I've enclosed a sketch of the revised kitchen sink detail required by the city per our phone conversation of October 12, 1988. The kitchen range, for the above project, will be supplied with front controls. Our 5tructural Engineers, Mattson/McDonald, have been hired to do structural drawings, as required. We should have something to you next week. Let me know if you need any further information prior to issuance of the building permit. Thank you, f 7aq k " Paul L. Reeb Project Architect cc: Orlin Rogness Encl. PLR/dhf r bL?iP?' DN ?ZO,m*+ . his W/ DE1.1P "(?`l^n ` WD. Vkt.Yr." e I?,,. ?,,o? ' siaKi FoUbl+•Ir? r-op P'+rfuE'P.- ? ,. W9• bOh ,L'?,• ,Z7?? 33u ??^d /1- ? I I .? .2-41" ?VIS? K?tGl?? ?I??? ?I,.f?V, • :•:? lohneoa, ahsldoa ? P r o j e c t: sorensea ?MMUNi (?' D F ? G ? CT$ i ARCHITS ao. f02N )ulor tlrcl? drlr? u'lls 120kS. mn6/t-i73 Se?1T icA6P'r1) MIr1Nt,hOT? ?L M aLQ' 0%3I N rawn: SF?t. n0. I Of 3830 PILOT KNOB ROAD, P.O. BOX 21199 EAGAN. MINNESOiA 55121 PHONE? (612) 454-8100 October 14, 1988 ORLIN ROGNESS, CHAIRMAN CHURCH BUILDING COMMITTEE 17115 HANNIBAL CT LAKEVILLE, MN 55044 Re: Solid Waete On Communitv Of Jov Church Site Dear Orlin: V1C ELUSON Mayw THOMPS EGAN DAViD K. GUSiAfSON aonneu nnccaFa THFODORE WACHTER CouncilMembers THOMAS HEDGES Ciry Pdminishoro, EUGENEVAN OVERBF.KE cN aerx As' you know, the City of Eagan was made aware through citizens' complaints that solid waste refuse was buried on the future site of the Community of Joy Church. 'Fhis procedure is in violation of Eagan's City Code Section 10.01, Subdivision 3, which states that it is unlawful for any person to deposit refuse from any source --- rubbish, offal, or the body of a dead animal--- in any place other than a sanitary landfill. Because of this situation, your building permit has had a hold placed on it by the Community Development Department. The following conditions must be met before we will release the hold on the church's building permit: 1. The City must be given notice of the time and day when the solid waste refuse will be dug up and hauled to a sanitary landfill. 2. A City employee representing the Community Development Department must be present on the site as an observer during the time of removal of the refuse. 3. Copies of the dumping receipts from the sanitary landfill must be submitted to the Community Development Department. 4. You will have fifteen working days from receipt of this letter to properly remove and dispose of this refuse. Zf you fail to comply with these conditions, the City will be forced to take further action against you. If you have any questions regarding this matter, you may contact me at the Eagan Municipal Center. Sincerely, ?• ? Thomas S. Lovelace Planning Division, Community Development Dept. TSL/mc THE LONE OAK iREE.., THE SVMBOL Of STRENGTH AND GROWTH IN OUR COMMUNITY ? y Office of a Nq1 ? .. . COUI IlI ReCOI MeI _DAKOTA COUNTY GOVERNMENT CENTER, HASTINGS. MINN. 55033 PHONE: f8121 437-0353 JAMES N. DOLAN, County Recorder/RegisTrar of Titles October 18, 1988 TO WHOM IT MAY CONCERN: Please be advised that this office has received this date, the plat of"Community of ,7oy Church Addition", ? Said Plat will be filed this date, SUBJECT to Checking . bv this office. JA!+'FS N. DOLAN ? Ce:s; ty (:cccrccr Dakota Co. Gcv'r. Center Hastings, Minn. 55033 v?. rx p t ?g ? , . Fr'4 x? ?n'h`x:' ••r rx :1? la ?.? . . . . .. . . 5 . , ? . IV9AT1'SON/i11AeAICOO1N61LD BNC. STRUCTURAL F_(VGINEERS 1516 W. LAKE Sl"REET MINNEAPOLIS. MINNESOTA 55408 [69 2] 827-7EJ2'?i October 25, 1983 Paul Reeb Johnson Sheldon Sorensen Architect 10249 Yellow Circle Drive Minnetonka, MN 55343 RE: COMMUNITY OF JDY CHURCH Dear Paul: As a resutt of discussions with the Eagan building official, it was determined that a storage live load capaCity was required for the design of the mezzanine. This would be a 125 p.s.f. live load capacity. I have reviewed and revised our catculations accordingly. As a result of this review, the following changes must be made to the drawings: l. Floor joists 2 x 12 Lcl 12" o.c, must be select structural Douglas Fir. 2. The header at the north wall of the mezzanine, (corridor doors !OS A dc B), must be 3-2x12's. 3. The center bearing wall must be 2 x 4's at 12" on center. The remainder of the structure as shown on the drawings remains unchanged. Please inform the contractor of these required changes. A revised copy of the calculations are enclosed for your files. Yours truly, MATTSON/MACDONALD WC. David H. Macdonaid, P.E. DHM:kjn r-- -- ,cc: 7oe M=cbacie. e r cha ?? - _1 GAt-GULA'i"?or1S FoR GOMMVh11"iY ?nF ?.1r"< G{4l31ZCf"{ EAC?,hN ? M11.1t?(E5c5f.A ocrot!sER 26) Ig88 S?7crcby Ccr?? ?7. LI'7G r? ?h c5 c.. . ? IriG O/Ur7dcr n7..? rJ??cc,l- SU?=L-rrfs?on i 1 <TrJC? ,??=qm Q o?u??/ reni5?crccJ ?r'o+esSidr?? ?rJ?%n?c.Gnc?c r' A /?acrjonc?? f"•? f?C7 Md, MATT9p N/MACOONALO I N C. BTqUCTUpALENf#INEERB 1516W. LPKE STRE ET MINNEAPOL15. 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I I, ! ;,lill ? !li I i f I ?' I 1 I ? I '!' I I I i ? i ? ? i ? i lfi?l? ?;I ;, ?,fl i_ 1 1 , ? ? ?' ? , ? I • ' ?? ' ` "? . i I '? I I I I' !?? I' ? i I? I I I ' ?' ' : I 1 ! I I' I 1 ?' I ?? 1 ? 1 I i i_ - ??? ,. i l. ? r III?? ? i , , ?-.I_t i? T i 4 !?? ?.;I Metropolitan Waste Control Commission Mears Park Centre, 230 Eas[ Fifth Street, St. Paul, Minnesota 55101 612 222-8423 December 13, 1988 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: OEc 1 4 1988 This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Community of Joy Church to be located at Lexington Avenue and Northview Terrace within the City of Eagan. It has been determined that 2 SAC Units should be assigned to this building. This determination was made as follows: Charges: Sanctuary 430 seats @ 275 seats/SAC Unit Nursery 179 sq. ft. @ 30 sq. ft./child @ 55 children/SAC Unit Classroom 320 sq. ft. @ 30 sq. ft./student @ 55 students/SAC Unit Office 345 sq. ft. @ 2400 sq. ft./SAC Unit Storage 959 sq. ft. @ 7000 sq. ft./SAC Unit If you have any questions, please call. S' rely, Donald S. Bluhm Staff Engineer DSB:RWJ SAC Units 1.56 0.11 0.19 0.14 0.14 Total Charge: 2.14 or 2 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Paul Lreu, Johnson Sheldon & Sorensen ? ? ??nirs li 930° ?900 &HSO EN'sENE I?N LO?- 05gLMEG3 00F4G°3aKOMMMQd 10249 Yellow Circle Dr., Suite 220 MINNETONKA, MINNESOTA 55343 (612) 935-6337 To c [h o r _ WE ARE SENDING YOU K Attached ? Under separate cover ?( Shop drawings ? Prints ? Plans ? Copy of letter ? Change order ?_ COPIES OATE NO. DESCRIPTION ' I? l? c of Dr?" ?, , Cl- c.w ? on? . ? • THESE ARE TRANSMITTED as checked below: ? Por approval ? For your use I? A5 requested ? For review and comment ? FOR BIDS DUE 19 ? PRINTS RETURNED AFfER IOAN TO US COPY TO SIGNED: ?acwQ Z ? vkowCrzmz DuK,Gaa,ram0ian H anclosuros are not as noted, klndly notify us at once. ? Approved as submitted ?k Approved as noted ? Returned for corrections ? ? Resubmit capies for approval ? Submit_copies for distribution ? Return wrrected prints onr¢'70l7 (JC/ joa rvo.V-7-01'T ATTENTION { ?4 FE: COnM?1UN ' D ?c> Gl-W?la" kPt_-4VJ Mr1. following items: ? Samples ? Specifiwtions oF 3830 PILOT KNOB ROAD. P.O. BOX 21199 vIC ELLISON EAGAN. MINNESOTA 55127 Mawr PHONE (612) 454-8100 7HpMq5 EcnN DAVID K. GUSTAFSON PAMEIA McCRE4 THEODORE WACHiER Counctil Mernbers THOMAS HEDGES cm nx?.,ana« December 20 1988 vEaeEKE `a'GE"cm , ° Orlin Rogness Community of Joy Church 17115 Hannibal Court Lakeville, MN 55044 RE• STRUCTURAL PLANS & CALCULATIONS FOR COMMUNITY OF JOY CHURCH Dear Mr. Rogness: To date we have received signed and certified structural plans and calculations for the church foundation and mezzanine framing. Please be advised that UBC Section 2303 (a) reads in part, "All buildings and portions thereof shall be designed...." Twice we have requested that the drawings and calculations for the remaining portions of the buildinq be submitted for review. Apparently a misunderstanding exists, because twice you have submitted uncertified shop drawings including only the arches and their anchor fasteners. This is what is required: (1) All portions of the buildinq must be designed and constructed to sustain, within the stress limitations specified in tha buildinq code, all dead loads and all other loads specified in Chapter 23 of the Uniform Building Code as amended, or elsewhere in the building code. Such analysis shall result in a system which provides a complete load path capable of transferrinq all loads and forces from their point oP origin to the load resisting elements. The analysis shall include, but not be limited to, those items listed in UBC Section 2303 (b). (2) Submit two sets of structural plans and calculations for review. The drawings and calculations must be certified by a professional engineer registered and licensed by the State of Minnesota to practice (structural) engineering. Please note that certification and siqnature on plans, etc. is mandatory, as provided by Minnesota statutes, Section 326.12, Subd. 3. THE IONE OAK TREE. ..iHE SVMBOL OF SiRENGTH AND GRONRH IN OUR COMMUNIiY r orlin Rogness DeCember 20, 1988 Page 2 For your reference I have enclosed copies of UBC Section 2303, MSBC 1305.4600, and Minnesota rules pertaining to the certification and signature on plans. If you have any questions, you may contact me by telephone at 454-8100. Sincerely, Joe Merchak Construction Analyst Enclosures cc: Paul Reeb, Johnson Sheldon Sorensen Architects David H. MacDonald, Mattson/MacDonald Inc., Structural Engineers JM/tp . a. ?. _ . ., . . ? . . . .. . _, ., _ _? .. , _- ,?:., ? , ?• ,r? s 1995 EDITION 2301-2303 2303-2304 UNIFORM BUILOIN(i CODE . Part V . 2. Horizontal torsionel momeots. Provision shall be made for the incressed ENGINEERING REGULATIONS-QUALITY forces induced on resisting elements of the sWcturel syslem resuiting from ? ' torsion due to eccentriciry between the cenler of epplication of the Iaterai forces AND DESIGN OFTHE MATERIALS OF ' anathecencer o(rigidilyoflhelalerelforce-resistingsyslem.Forcesshallnotbe '•_ ? ? CONSTR UCTION decreased due to torsional eFfxls. Fw accidental torsion requirements for uismic design, see Section 2312 (e) 4. Chapter 23 3. Slability againsl overtumtog. Every building or structure shall be de- signedtoresistlheoverturningeffectscausedbyNelateralforcesspecifiedinthis ? GENERAL DESIGN REOUIREMENTS . chapiec see Section 2311 (e) for wind and Section 2312 (f) for seismic. S.P. . 4. Anchorege. Anchorage of the roof w walls and columns, and of walls and /? Sec. 2J111. 7T?is chapter prescribes general design requitements applicabk 10 ,. columns to foundations, shall be provided to resist the uplik and sliding forces which result from the applicationo(Ihe prcscribed frnces. For additional requ'ue- .;l? all struaures regula?ed by Ihis code. .. ments for masonry or concrete walls, sa Section 2310. DeflnklOn6 . (c) CrNkal Dkhibutlan of Llve I.oada. Where swcmnl memben are u- Sec.2J02. The following definilions give the meaningoCcertain lerms used in ' ranged so as lo crcate rnntinuity, the loading conditions which would cause ' Ihis chapter. ; maximum shear and bending moments along the member shall be imestigated. f C^} DEAD LOAD is the verlical load due to the weight ot all permanrni swcmral (d) Stress Inerea9es. All allowable strases and soil-beering values specitied ' ud nonswcwral compoirents of a building, such as walls, floors, roofs and fizW in this code far working sircss design may be incrcased one-third when consider• service equipmen4 ing wind ar earthquake forces either acting alone m when combined with venicel LIVE LOAD is the load superimposed by the uu and occupancy o( the Ioads. No increase will be allowed for venical loads aMing alone. . f building not imluding the wind load, euthquake load m dead load. LOAD DURATION is the period of mntinuous application of a given load or ' (y I.oad Faclors. Load factors fm ultimate strength design of rnncrete and plastic design of steel shall be as irdicated in Ihe appropriale chapters on the ? , ihe aggregate of periods of intermittent application of the spme load. ; materials. Doslgn Meuods ? (p I.wd ComMhulbm. Every building component shall be provided with Sec. 2303. (a) General. All buildings end ponions thaeof shall be designed ' strcngth sdequate to ¢sist the most critical efkd rcsulling tmm the (ollowing rnmbination of loads (flaor live load shall no[ be included where its inclusion - . and conshueted to sustain, within Ihe stmss limitations specified in this code, all d l d d d ll h l d if resulls in lower suesus in ?he member under investigation): I he ea oa s an a d er oa s spec ied in this chapter or eluwhere in this code. ? 1, peaa plus Ooor live plus raof live (or snow). 2 Impact loeds shall be considered in the design of any swclurc where impact loads 2. Dead plus Floor live plus wind2 (or seismic). ' cecur. E%CEITION: Unless dherniae mquimd by ihe building o(frcid, buildings w ? 3. Dead plus Floor live plus wind plus snow2. _ ponions ihcrcuf which ue construcled in ucordence with the convrntional fmming t 4. Dead plus floor live plus sww plus wind2.= rcquimments specified in Chapter 25 of ihis code shall be deemed to meei the 5. Dead plus floor live plus snrow3 plus seismic. rtquiiemenls of Ihis seclion. % ? ' (6)RatbnWity.Anysystemormethodofconstmctionrobeusedshallbebased { ????9? ' ? •• on a rational analysis in accordance with well-established pnnciples af mxhan• Sec. 2304. (a) General. Floors shall be designKd for the unit Iwds set forth in ics. Such analysis shall rewlt in a syuem which provides a complelc load path ? Tabk No. 23-A. 71mse loads shall be taken as the minimum live loads in pounds capabk o( transterting all loads and forees from their poinl of migin lo ihe Ioad- , persquare footofhorizonlal pmjection lo beused in thedesign o(buildings torlhe rtsisling elements. 7'he analysis slull include, but na be limited to, the (ollowing: 1. IHstrl6ntbn of Aorizontel sUear. TAe towl leteral force shall be distribwcd a ?;- ` W the various verlical elements of the Iaterol force•resisting system in proportion W their rigidifies consiJering the rigidity of the larizontal bracinQ system ar ? lAirnl eaNh preasure shall be ixluded in the daign whae it will mult in a mae emical I bi li - diaphragm. Rigid ekments thal ue assumed not lo be part of the lateral force- . ;?. com na on. zCnneha,ktoadsncedxabecombinedwithmotliveloadnwrwithmoRtAantAm fwnhs ? rtsisting system may be incorporated inro buildings, provided Ihal theiro(fect on - af ihe snow loud orone-half winJ loed. • the action of the system is considercd and provided fot in the design. ? ? 3S?row beds over 3(1 psf may be ?cduced 75 pacem .ppmval of the building otficid, ro 0 upon ud mow Iwds 30 psf or less nxd arol be combined with uismic. 108 . 4 MCAR § 7.018 4 14CAR 5 7.017 C°^'ifiea:es. 4. A. Cer:if:cates of =ecor3. :he Soard siiall iasue :o each •r applicant ::ho suceess:ully eomp!etes the ?undamentals of Engineering Exaaination, or land surreyo:-ia-tcain5nq examination, e certifieate indicat:ng that the apFiicant's aame ce has been recorded as sueh in the office of the Soard. ':'he board shall, upon Written acolica!-on, :ssne to each appl:ea;it vho - hoids a degree £rom a!andscaoe archi:ec:ural c::rriculur,. - ! approved Sy the boerd A cer:ificate indicatin5 '-hat the - aopl!car.t's name yas been recorded as a lardscaoe . ' archi'ect-in-t:aining in the oi£ice o: the boa-,d. ?he cer:ificaies of record as enc]inee:•-in-training, land surveyor-in-training, or iar.dscape a:c:iitect-in-t:aininq are and permanent, subject only to suspensioa or recocation :or cause in the manner provid!d by law. B. Certificate o£ reyistca:ion. 2ie bca.-3 s5a11 issue .o :n each anplicant vho has successfully ccmple:ed the Eundamen:als cf Engineering e:caminat:on, unle?s the FundanentalE of 't. Er.gineering exan.inati.on is vaived as s:atad cnder 3 tdCf+R S 7.030 ts D., applyina only in the case of enqin?er apal3cents, or Land Sur-:eJor-ir.-iraining exam:nz[ion, e: has been c!rtified as a se3 lerdscaoe erchi.a[t-in-.rain'ng, or l:as succ?=_s:ully cempleied , a the pco£essior.al practice er:ami:+at:ea, a c=r`.f:cace c: r=o:s:rat-on prop?r.y ::1'_etl oct, s:rned ar.d?sealed, g:•:in9 the :t ' "' ro?°r au':?ority tc pract:c= the P;o°!ssian aI and a:'?:C_cu::e. PrcLessirna: e::^:necr:cn. :at:d e'.::•;ey:nc, tr iandscaoe architettu:e u::=er the Fe?.=_t:a'con AcC of the Sta.e o: Idinnesoca :or a period end:nn Jun= 30 of the even-aumbe:ed year o: the bier.nium in w.`.ich the cer:i_icate as isaued aEter wh.ch date the certificate will espire unl_as reneved. . F.eplicants who aze regis:ered by con=ty from ot*ez atates, having met the Minnesoia rsgistration reqvirements, shall be ,act :ssue3 terti£icates of registra:ion in the same mar.ner as provided in this rule. 4 MCi,R S 7.018 Certification and signature on plans. : o£ A. The certiFication and sic7nature on plans, specifieetions, plats, zeports, etc., is mandatory, as provided by Minnesota :hat Statutes, section 326.12, subd. 3. A person in direct =he suoervision of vork as refez:ed to in the £oi•egoinq subdivision is cons:rued to mean the Ferson vhose professional skill and judgment are embodied in the document signed, and vho asaumes responsibility for the accuracy and adequacy thezeof. y B. The board has designed a stamp vhich cor..binea , eezti£ication and a space £or signature. Tne size ot the stamp - together with the aise o£ lette:s and spacinq of lines may be vazied Co suit individusl requirementa. The stamp may be ? imprinted directly on the tracing and siqnature affixed thereto thus eliminating the necessity o£ duplicate slgna:ures on prints. C. The certification by each of the pro£essions reroothere for the preparation of bound apecifications, repotts, o , documents shall be ahown on the title sheet or first aheeta. 25 , F . . , i . , " . ? . 4 MCAR § 7,018 :. ? ? The certiFieacion by each of t7:e pro:easions respor.siSle :or :ila preparation of plans or plats shall be showa on eacn shee: of t3 or "Aegisierec e set of p;ans, or each plat. plata, repor:: 1. The board registers aoplicants as an a:chitect a , be atamped v.- eerti£icate i: , profess:onal enqineer or a land surveyor. expired, or h; 2. The off:cial roster dasignates Lhe branch o£ ueed on documc ce:ti£Scate r er.3ineering in uhich the registered enq:aeer ras exaained. An applicant for r i t eg s ration as a professional engineer is examiaed in the brar cn of , engineering ahich he aelects and in which he is deemed gualified 4 MCAR 5 7.02( as an appl!cant by the board. i!n atatutory - 7• A pro:essional engineer may engage in p:aetice in any bra:ch of an i inquiries, asc q neering; provided, however, that a pre£essional en inee h g r w o af.ixes his certification aqd signature to plans 4 MCAR 5 7.022 , speci£ications, or other documaiits may be required to establish eorporationa s , to the satisfaction of the board that the work was performed to file perioc according to teceqnized and accep.able engineeri:ig standards and Stat. 5 319A.2 practice. D. The folloving wording shall be incorporated in the 4 MCAR S 7.022 . certification: . .. . A. Purpoee I hereby certify that ihis plan, specification, or report eircumstanees vas prepared by me or under my di:ec: supervision and that engineer ate a S aa a auly Registered Arc:iitect under the LHM9 oF the sections 926 State of Minnesota. •reetion, - oi any bui Date __Feg. No, eortlfi?d N1MfsOLa • Ihereby certi:y that Chis plan, apecificataon, or zeport Wlow: vas prepa:ed by me or under ny direc: superviaion and that .;. I am a duly Registered Professionel Engineer under the lavs 1• of the State of Minnesota. ' ot buildl tubd. 5 aad . . 2. Date Req. ?lo. ¦. I hereby certi£y that this surve y, plan or report vas existinq bui prepared by me or under my direct supervision and tnat I am a duly Registered Land Su:veyor under the laws o£ the State ? of Minnesota. nystame or eha systems, in oil the Unifotm Hu= Date Req. No. 2 , such s maemar 1 1976 editioa, r 4 MCAR 5 7.019 Seal. Each registrant may, upon licensure, also obtain a seal of a desiqn approved by the board bearinq the 49: licensee's name and the leqend, "Registered Architeet," . • clasaification 'Registered ProEessional Engineer," "Reqistered Land Surveyor," b Ar 26 . ? ` . . , ..eoe.a io o.. no,?. ..ne. .o.ioxl... . . In.e.ii<a .umn .ne - r,eie w. :1-c. .n.n .vcn lweina .in ...un in t..a.. .ew... .n.[e..a A u.a,u uoou. rn. eve re.?.u.. u.. w.J=e or cennweion.. reau<ue. .acu:.a An IMs qu9vPn eoes no1 .pplr Ae evur?o? i e...i.9 .ee o.e...??a -.>>. no.. u...... 1.<i.. ..ai.a n.. A a.kc ... iwa ee 40 nwine. x. .ye.n eee• a w.n ..maa ae., ine exo.ne.on. -.uIn.a .ienin ne.I.owuu? o.ofecelon A. .w.I•.a In an. i?w?ev Couneb.- Letlon 1lOlP) ot 19031.1. snob. 4?lton. Cuvih Chl..po. CODt. Mleta. XennePln. Iunl1. L&Y. . ?IWA. 11u?eY. 6lnt Leulb leotl. OM INshlnqton. A MgIc teJOc[lon [oo[ ol horbonbl d f 0 2. [.crpl ror mrtidois In GrouD D. Olvl.fon 2 on0 GmuP p m pt 9uav sn v Iw o /0 poun •. YIN.IOn 1 Occup.ncSe. anE "rtl[lom ??yntln0 awalllnp I 1s n9u1,.J [a, ]I olM, c ntlu. unlt. or yuert • cons. .11 lnnrte? nonpeuin9 MItl[lon. rpulreA lo b on -e M1our fl.e-.eai.[lve con •uvJen 4Y bble No. ' btmUal ateuwubHen of .rov at v?11eY?. p??Kb. roof 11-11 mq Oe a( noneaneuetlEle con.eruc[lov vlthoat • .ervelunb AM o[luu In teo[e o! unw?n eonfl9uratlan $haL lire-?e?i?tbe tl. "loE. ? Ee rom1le,e0. ft.. A. \wE. eurr. Me ?nwr Iwd. ?Mll N deteuteW >y the Eu11Gin0 of(ICHI In sceoTJ80ce HM thaPter ]. Il.e< tempseeJ q"a. qy be uend 1n Ilm a[ oqn+Ela ? 1165. pmb !eg sroYe rontrol purppsu. t+ceptlon.. + L tr..rl ei.unce e.an kne w8e .eeote poine In ene elou. a Mrfsonbl rxlt or m m encloaea sbirvaY mY Ge ]Oa e 1_ Tlrt .putrevenb o! elupbt 1lH ?IUl1 mt ?pp1Y to oru o lw4 i GtauP R Dlrltl0n ). Group a Olvl.lm bsna Croup 11 o Yyetlo. . . S. the sunua11> epeu40 [Ire .Irt. ry. Ue Ae9ulreE In lM ]. • NsIC .. lob o[ 30 pouM? p. ?yuao (wt o[ - ' ' cvp?etrnlM laOd/'q b?wt t<9virN. Lle !ar Eet?eM! Gvoup M. MlI.onul proiecelen ?MII W• -p to nl.l.lon 1 «cuwnc:•m ln •ll eouatle.. L?w^arel wll.. q<e.w.. .M caewrbrcnUUOn ue not 'pu4W. 7" [lu v.bGnct of the floog. ?M wunctufe of S. tWG. l0 1.[x. e[ 30 poYM. w. w?.•• e?? YY a • brloe r?ll. dth uch lloo1, hovever. nuet Oe um.lned. reduced [er e.ch Mprn of Plteh ver t0 de9?.e.. 9en vh.pt.e IIN. l. r1u aupn, oIn« gn'n eno.e neee<a to pmuct rtlleo mE [leOrc.ill. a.O. EUA te w.lnt.ln Ne tlu MS a liLSt [0 165.73 esbtmse 01 tlrt nsewUlY. • not rpulred e cept far Mose rnlen rY be Mors•ary te eyp.. wWe eo tne wulde. tnou ' v.o.ixe ee <e..ert e.mc . om.om .i. eo laa w.e.•e aavia. aoe.aoo seerIax 2311. tlh anE lhou vLlen muw !e n9ufgW to prouct tM1e tresh ?1• supp1Y 1n4,< aValns[ WNe whICh 'ur b wtule tne e.umno. . e.rua. 2311(•) of tM YC !s uendeE to sqAt D. ?r9encY ulnEars ?e9uircd Ey Srttlon 1204 ue not ( ? U! Nellen ]llllal Genual. CverY pullAlrq or truetun r?I ' . ( l ?M ae?Y portlon e! a Gnlldlrq •?t.ucture eust M OesIpmG mA EWI[ l0 rnsbt thf Y1M . t[f[b EuuaIMd in ¢roflaMw 115 . 16l.S1 to 169.73 NN the re9ulNwsints o! ML seetlen. Xlnd 1s pU.umfE to eeN (,. snY b??ount.l Alneelen. b[MUetlan In rIM 11 ...u[. 1 ill 1551i lt fP 1405 ur W bYm [ev tM shINlln9 e[feet at sE).emt ?trvcturu. LffYClY(as .O. Itl.. f0 Ar11Y1C f1INlo. ?YC111s euilei.v. n9s.ua seniax ao3. .ien • n.1 vnt-.iaon ntlo 9nsbe tNn [bn O[ruemtH nsiu.e m.1Mr.cRw weu4tlona, sum n vo.e.. Maalnq cUw }]Olp) o[ the UK U .?eMetl te ruA u [ollawl N ?lci?q. •.a euuainv aor 400 fbt In Mlpht, auK W. aM m . . ee.la^ea In •cro1e•me Ntn VDueva l .tvuctuee r? W. M[ Mctaon ])0). pl 6m.uL 1111 EullAlrq% anG portlan. n?tle.l ?[mMre.. eMrwt rtrll M AeatqeM and consuueeed to ousuln. demn ehe stre, Ibfbtlar •pecl[/" fe tn4 aaEn .ll Au0 lwG. aM Matbct of eM-Ml! Imb of raClal 1c. eust Ee ImIuleJ .ll elMr 1wES spe/[leA J. thL cNpp, or tLaM.. ln tM1b in [M M?19n o[ opn trW lpnn lncluAln9 "I rvppo?U?q eaG. Impe! Ibde ?MII M[Om1E.rcJ In tM dulOn Of mnY yuri. 4Lb etGCl wst IneluM tM vslpl?t o[ tM lo aM tN .. .. . . . ..._ ; ... : ..., : : . . ' .. ... stmetute YMie lewce IwES oceue. IncronM pre[lb o[ eae0 saM twnr mpoeeet w awsit1G. hnptions IMIOs athervlme tNul«G q tM builGlnp 06 McHOe 1111101 b?eeMed to guA u[ollaeg ' . . . . . . , . .. e1uei.t, wualnw er ro..tans a"rwe, ctneg en.n . ' Nfth-0.Il.,1E t[Y[[u?eb ?hIM uf cOnK[ueled In acrorlmc. HCtlql 0111(UI Y.lC viia sv.•e. rn. .1-1.u. w0e -iM ?Ith tM eoewnl{en?? fruin9 ?MU1rnrnH tpeeltle< In CNpbt opeW to. 4bnlviM a?10n v!M pnuuu L!0 aIl.. pH Mus - ri ef lMs coEt sNll M EeewG to ageet tM rpu4ewenb of MIs 1mph1. W ta4L ll-f lor canv?nloe !ra ap0 !o P[tnung in .wtlw. WoM" qt !WUe loat fpfl• Y 6 I66.69 te 169.7I .. . Y ? 145.59 to ]61.)1 . 130S.0100 6EGTIOM }I05. I fR 1551 Rctlon ]305(!, o[ Lhe Y![ L uend.d lo ow0 w foLovu . . tlK 6eetlan 21051d1 Snov WA.. Snou Iwd. full or 1305.4850 /LCf10P 2111. unGLnnO 0a11 te eonslderetl In PI¢r o[ loatl. ul torth {n 94 I 85 :._ evaar-rsani/MsacoONa,LD aNc. STRUCTIJFiAL ENGINEERS 1516 W. LAKE STREET MINNEAPOLIS, MINNESOTA 55408 [612] B27-7925 January 30, 1989 °aul Reeb Johnson Shetdon Sorensen Architects 10249 Yellow Circle Drive Suixe 220 !vlinnetonka, MN 55343 RE: COMMUNITY OF JOY CHURCH Dear Paui: This is to confirm that we have in fact designed and reviewed the total building structural system. This incIudes the foundations, mezzanine, wall elements and the tateral (wind) load resisting system. We have not performed a design of the structural glued laminated arch members, but have reviewed the shop drawings for these members and find that they meet our design criteria. I am sending a copy of our certified structural calculations by separate cover. If you have any questions or comments, please do not hesitate to contact me. Yours truly, MAT7SON/MACDONALDINC. Z) l"" ? 6-est? - David H. Macdonald, P.E. DHA4:kjn GA3-GULA'C10t-1S FoK GoMMUMt'?( e>F JCr( G1iUIZC{-{ EAAAN I MI44C-5r-57ilk o=opAR 20I Ig86 .r17c('c&Y C?r1 cs c - C?7/c,??a 1ians ux?t P?c?r?c? ? irJC Or Undcr- h9y c??rc?} SU?rrr??•.?n ?r'o+es5l.]nG/Er??incc.r- UnC?cr' l f? f1? 47s (j '??C97 MOMATTB O N/MAC D O NA LO I N C. BTqUGTIJRAL ENfA1NEERB 15I6 W.LAKE STREET MINNEAPOLIS, MINNESOTA 55908 (612)827-7825 Cities Digital Qualitv Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. p n....µ?l ti?,^'`? C?- Jn? ?_?_. _ ... ~ .?.. __ _ ... .. ... __. _ . . . ._.... ....__. _.. _. __ . ___ _ '?•C ?l?.r.S?? Z7Q?! r , ?7 c« -- ?„ . ? PS.P T_ 5o Psf TfGl?;?1 L.U4l.Y?Y?(?. ? r ` l?CO .1?50 1 P'l G ? ?5 F-1 ?' ? hu lo'' r,? T"?? Gr_'"il ?,i_ ., ?> i?t,k:Un,i tn ,l!L •1':?'-i ? N.lyc $fsrn = 1q?_ C+L l i? ? N/ l}?' ?U4?.f?C ?l,,S?? ? l,2 ?'./'+` ' ?rC/` /? 21 ? 2 ? EI,TrP'? Qlr! re??,.tni?JL, 'zlr1= ds?"C I 1? 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' MGS?Jr ? ?o?? ?rc o..J 2. ?. qL Ls,.b 59ac-' = a/.1'i L/s? 4:0"r-, r City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 6400 coict,4064(1,5 /0 2012 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 2" / > Site Address: Lf 0 16 noll-keu:L.--s-T-64-2.12i(IL.e- OAVAUV\A-1 E i b Suite #: Use BLUE or BLACK Ink For Office Use Permit #: /6 3q76/ Permit Fee: 1f 0. 00 Date Received: Staff: Tenant: Name: Phone: Name: Address: Phone: t 7a- 6 Pori —f -c g _C. ce License #: -5-7141S--/ - 7 Art eiL4-Iq Ef-k State: Zip: 57- New Replacement _ Repair _ Rebuild Modify Space Work in R.O.W. Description of work: C MMERC/AL New Construction Modify Space Irrigation System (_ yes / no) (_ RPZ / _ PVB) / /1 - • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? Yes _No Flushometers Yes no COMMERCIAL FEES: $60.00 Minimum (includes $5.00 State Surcharge) OR Contract Value $ =$ 4(2& Required on ALL new buildings and boulevard irrigation systems - - If the Permit Fee is Tess than $10,010, the surcharge is $5.00 - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) nPs. $ t d i .1 x 1% Permit Fee acii.. M t er Read $'&)-3 Meter(s ' d ® State Surcharge Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. Water Permit Treatment Plant Water Supply & Storage State Surcharge = $ 17 `o ( TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of • tans. x 124 V D YA N e,c-14 Applicant's Printed Name Applicant' • nature Page 1 of 3 Peggy Fleck /67-6/7L-/ From: Linda Dralle Sent: Tuesday, March 27, 2012 2:10 PM To: Peggy Fleck; Scott Peterson Subject: Community Joy Church We have approved the 1" Displacement for the irrigation system at Community Joy Church located at 4015 Northview Terrace. Thanks, Linda L%wda DrRLLe Cita of Easavi,- �ltiLities 3419 Coal/maw Road Eagaw MN 55122 (051) 075-5200 LdraLLe@ci-tuo feacjaw.aovu, 1 City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 /d3q7 2012 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: Property Owner: Address: Plumber: ViilA ,vl EXISTING COMMERCIAL PROP r FOR:OFFICE`USE ONLY' PRS required P errrmit r County R-0-' Permit' Contact Name: Sewer Service Sewer lateral charge Sewer trunk City SAC © $100/unit MCES SAC @ $2,365/unit Receipt #: , Date: Septic abandonment $55.00 Permit Fee $55.00 State Surcharge $5.00 TOTAL: SEWER`& WATE Water Service Water lateral charge Water trunk ?nu': _ Water supply storage Receipt #: , Date: eatment Plant @ $784/unit Pe it Fee Stat . urcharge *Plumbi Permit Required — water meter to be acquired wi ' building permit TOTAL: -0 - $55.00 $5.00 Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk Water trunk City SAC MCES SAC Receipt # , Date Water supply & storage Receipt # , Date Treatment plant Septic abandonment Permit Fee State Surcharge *Plumbing Permit Required — water meter to be acquired with building permit TOTAL: $55.00 $110.00 $5.00 Number of SAC units is determined by the Metropolitan Council Environmental Services (651) 602-1000. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq Cc: City of Eagan Finance Department 410i* CityofEaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: 110tog3 Permit Fee: 55V .° Date Received: 21 a (1 �3 Staff: 2013 COMMERCIAL BUILDING PERMIT APPLICATION Date: SAO/a©13 Site Address: Ho IS ! )OY h A:LW I ki r-actt SSl a3 Tenant Name: Property Owner (Tenant is: New / Existing) Suite #: Former Tenant: Name: CO WIrv%lAfl'hJ OF JOy1-11/1R_rO c,elhru VY C,hu� Address / City / Zip: LP 15 )„ / i �u e v act/y,�, 1357a3Applicant is: Owner % Contractor Phone: Type of Work! Contractor Description of work: S iOrt 11.3 Construction Cost t '007°3 Name: ft9hiP�9� 1<xf'� riots License #: A� I Address: 3 7C7 C.1244 r/3v. S.9 State: MN , Zip: 55-14° 7 Contact: J� (11 .f v\ City: 1 "cD LS . to Phone: (/a)7 a,2 - V0.1 Ctrl P----17(0-423 Email: -04 S 411 VI It I Qv -5 , C l \ Architect/Engineer Name: Registration #: Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you subnritare considered to be public .Infor►r ation. Portions o the information may be classified as non public if you provide specific reasons that would permit the City to', conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.ciopherstateonecall.orq 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 whi h requires a review and approval of plans. 1Tc Patti' Applicant's Printed Name x Applicant -`Signature Page 1 of 3 IcO X15 KIT) t,vieo xtrur DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Public Facility Commercial / Industrial _ Accessory Building _ Apartments _ Greenhouse / Tent Miscellaneous Antennae WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review Census Code # of Units # of Buildings 1 Type of Construction _ Interior Improvement _ Exterior Improvement Repair Water Damage 35-, b&D r") Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Decking _Insulation _Ice & Water Framing Fireplace: _Rough In _Air Test _Final Insulation Meter Size: Final ,Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding _ Demolish Building* Reroof _ Demolish Interior Windows Demolish Foundation Fire Repair Retaining Wall *Demolition of entire building — give PCA handout to applicant A*3 Zaa7 art sec. 1 MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Aijk (Errr--xiez_.) Sheetrock mal / C.O. Required Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall Erosion Control Final CIO Inspection: ScheduleedFire Marshal to be present: Yes li No Reviewed By: �.�ir i 6' , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 510 .Th 17 .Sp •A -O Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL 1 5-3 8 • •-0 Page 2 of 3 V('A5 ®1 a s (tt 9) V'" `,-) c t 1 c..o V QY 5 -6 frJ mata ÷Y:4,-) • Wrap i 1NDtASA, wtr-qq ®_ in5to, tis LP S -1 4 cdk G"- 7° {-Q.ve.9.1- Use BLUE or BLACK Ink ---------� � For Office Use � • � ^'�� RECE►JED j Permit#: r!'� � I C�t of �a a� o a,� � . �� JU� 3 � Permit Fee: I 3830 Pilot Knob Road � I � Eagan MN 55122 � � � Date Received: � Phone: (651)675-5675 Fax: (651) 675-5694 j i � Staff: � ��_J 2014 COMMERCIAL BUILDING PERMIT APPLICATION Date: OZ 3�1�� SiteAddress:_ '�7'Q l,�j nf� T��J{ (�� W �f2�RCf= Tenant Name:��!"jl"ffJlt/�`�'-'�� ` d� (Tenant is: New/�Existing) Suite#: Former Tenant: � ��a� i � � �q�� i�� m rr (� �"l -- f� 7-9'olc� 'qj�� o � ; Name: �Yt�ffl✓i'� 0 � � � �f �ff�RCtFPhone: � � ��i� i iili Prope� ' ��3u�r�er ��I�� ;,ii ��, ; Address/City/Zip: �0 !6� /t/d��f( 1/�1��'Y"f�R1'Z�tG �- � ' : W y � � (�f� . ��tih�G)(� � ' " Applicant is: � �� Owner Contractor ,, ii �� I�i i u �� '�""�� ,� � Description of work: f f 2Z..� �t/L�J✓ �-�T ET? ��FZ.. i � ��,�,, tif �a�,;i � ,�.� = I,�,I,�� '� y4 � � ; � ' Construction Cost: 0�" _ � ��i��' i��J�`� �� / wa��,�'��) t �(�� Name: ��tJt� �Hc�TL..�N'� License#: l� � � hh, i�'il'I � ��'h (�p�u� y ' �� u'�� ..�-- o� Address: � ( [ Z ��'�5'f�d2•{ ��T�{ City: ��'i►�t✓ ��O��r�Gfi��i'�" : - s { � y 6 � � �"�� State:�Zip: �� '� � Phone: �Z ✓'�� ' Q.�(9�5 � � � � � � � = yiii iiii�, i �� ;� � °� ' ,��,�` �� Contact: � EmaiL L- 1,. �� ,w��'" , �� '�i��'. � � � �� Name: � Registration#: � � rv� � � � a�n�� Address � City: � � � 1�1�'�X'k�'��Ei"1(„�1�1��. �'�, � z � _ ��i r � yk i �4 � State: Zip: Phone: � i �� i� ��,u �� pi��i � I � � ��I ��'��'�� Contact Person: EmaiL � � Licensed plumber installing new sewer/water service: Phone#: � _ � �1'�/t7 ��tJX/1B/1 t ,r;moi r � �� ioi�i inn o �i�i q i i i � �i�� iiiiii �r.� �11C7TE P/ n��r�' �" �u u , .� r�r . � , �i�� ry �!� �'s��7�t�� i��1�7�ii r r+�'�€! rd' �'�d`��+"��+��'�__� �f�"��p ��' a�y;,,��P�}t�`i�3rl�'�+�Jf I�I); ��'��e rn fvrmatton m, �ay,�b��a�s�,�'��d as r� ,�� ;l��rb�i��f�, �iro Ftl�� i��-�— � � ,i +��t�� , � � f��t�� r }��,i, , '�'�" � � �� , �� i� �� Pui ��I��`_� �2� �,[��Ct�4' �� t`� �� !.�� r „��r �'' � �'�—��,� �;' CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.cLopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. j� � •� �� x t �(/ti, �s'� �L-.�RJ3 x ApplicanYs Printed Name Applicant's Signature Page 1 of 3 A � ° ��i� �I!��,�� DO NOT WRITE BELOW THIS LINE I �� SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration-Apartments _ Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments ��µ^ _ Greenhouse/Tent _ Exterior Alteration-Public Facility �Miscellaneo��2Za-�� _ Antennae WORK TYPES 1�� _ New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Exterior Improvement _ Reroof _ Demolish Interior _ Alteration _ Repair _ Windows _ Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Retaining Wall _ Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Q� :�., ,-- Valuation �� Occupancy -�--�--- MCES System —'---- Plan Review �_ Code Edition SAC Units �--��_ (25%_100%� Zoning � City Water Census Code -•----�-� Stories Booster Pump '-"----� #of Units `°-��• Square Feet �--------- PRV "-""-�--- #of Buildings -"""~^� Length --"-�`-" Fire Sprinklers -----� Type of Construction � Width �_.�..-.--..---- REQUIRED INSPECTIONS Footings(New Building) ��}P/'�` Sheetrock ✓Footings�J" '�►7r��j Final/C.O. Required Footings(Addition) u'� Final/No C.O. Required Foundation Other: Drain Tile PooL•_Footings _Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: , Final C/O Inspection: Schedule Fire Marshal to be present: Yes �o �----., Reviewed By: � �.11/.t- V , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee S�i.7� Water Quality Surcharge •SC� Water Sampling Fee Plan Review 3O. 39 Water Supply&Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S&W Permit&Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL 'l7 6 T Page 2 of 3