The URL can be used to link to this page

945 Wescott RdCity of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEN ED APR 10 2014 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2014 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans withall commercial applications. `- Date: 77.--/4(© �7 Site Address: 7 V5 Ai es e4971-- oej7. Tenant: 6cJa•GL.q.M'.1) ,e2e06, 0.16Jy,de Suite #: roperty wner Name: /!/.L Phone: 6/2 - Y/7- /O 'o Name:lcJW/i!J�L -/432 A, oc/bil o4'GQ.0 License #: ..°/‘"? QC/3:5:C Address: /96 S141,./JVt f 04:11.4:1-61:1, City: 5f 4.0 State: /,u Zip: 5S/22 Phone: ZS/'c3/%' V,&7 Email: Cor-1/G4eZI'L I c.J/�� f41 _ New Replacement _ Repair X Rebuild _ Modify Space _ Work in R.O.W. Description of work: COMMERCIAL New Construction Modify Space Irrigation System ( yes / no) ( RPZ / _ PVB) • 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 $55.00 Permit Fee Minimum *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge Contract Value $ x .01 = $ Sj. awp Permit Fee 04. = $ s' Surcharge* _ $ 'IliF). TOTAL FEE 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 =$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. \ 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 pJns. CL N, e/r Applicant's Printed Name x Applicant's Signature proved By: Gas Test Staff:' Page 1 of 3 4!‘6 City of Eapn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 cc� Use BLUE or BLACK Ink %id Permit Fee: A90.00 Date Received: Staff: 2011 COMMERCIAL BUILDING PERMIT APPLICATION Date: — I( l 1 Site Address: CPI Tenant Name: Sr \ \J l fi I (Tenant is: New / Existing) Suite #: Former Tenant: PROPERTY OWNER Name: Address/City/Zip: 9'"1 5 Applicant is: Owner Phone: Contractor TYPE OF WORK Description of work: Construction Cost: • .J c' Pr or i-S"o\e C c J CONTRACTOR ARCHITECT / ENGINEER Name: cS LNr� .i �, ` C -O \S\ -`S O (& nse #: Address: I gl �� Cr vi C \ Nott.) L City: State: yk1 1 Zip: S 2.-Y Phone: �Z f I 03 L(( 7 Contact -b 5 ci 7\1\e,e Email: Name: Registration #: Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and sup the information ma ting; documents that you submit are considered to be public information. classified as non public if you provide specific reasons. that would permit conclude that they are trade secrets, 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 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 : appli tion for a permit, and work is not to start without a permit; that the work will be in accordance with tapproved plan in the ' . se of work hich re• -o res a review and approval of plans. )1(--1) (-4--\ 4_6 App��icant's Pri ted Name i A, .licant's S gnature Page 1 of 3 City of Ea 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Permit #: FWQa.3 Permit Fee: 4....)-60 Date Received: 4 -62- Staff: 2009 COMMERCIAL PLUMBING PERMIT APPLICATION 5)a1i J Site Address: ��`r',� /2CGtd- Tenant: Wel IMO Date: Suite #: PROPERTY OWNER t Name: Ilbi Phone: CONTRACTOR Name: e I �` IynIDO- I -0Va fbW7'.' License #: 814 ! S' A/ Zip: Address: f 0 A�j��J dO r - City: 1 /' State: M 5 Phone: 1.61 —4602-1,5205*Contact Person: , 4 1.......01/ `a TYPE OF WORK , New Replacement Repair Rebuild Modify Space Work in R.O.W. �� ,/ e..-. Description of work: Id �� 12-P2 PERMIT TYPE COMMERCIAL New Construction _ Modify Space Irrigation System ( yes / no) (_ RPZ / PVB) • 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: Size & Price 3/4" meter $203.00 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract Value $ x 1% Required - If Permit Fee is Tess than = $ Permit Fee on ALL new buildings and boulevard irrigation systems — = $ Radio Meter Read $1,000, surcharge is $.50 = $ Meter(s) - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). = $ State Surcharge $1,000 Permit Fee (i.e. Following fees apply Call the City's Engineering when installing a new lawn irrigation system. $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $1, 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 - - •ance with the approved plan in the case of work which requires a review and approval of plans. x Applicant's Pr alt 0f Ea aIl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit #: q / (16 Permit Fes: (2/ Date Received: 6- /0 Staff: 2010 COMMERCIAL BUILDING PERMIT APPLICATION CM Date: 6/9/10 Site Address: 945 Wescott Road '/D Tenant Name: Woodland Elementary (Tenant is: New / X Existing) Suite*: Former Tenant PROPERTY OWNER Name: Independent School Dist. #196 Phone: 651-423-7700 Address / City / Zip: 14445 Diamond Patch Applicant is: Owner X Contractor TYPE OF WORK Description of work: 1eroof Construction Cost: $279,000.00 CONTRACTOR Name: B L Dalsin Roofing License #: Address: 8824 Wentworth Ave S City: Bloomington State: MN Zip: 55420 Phone: 952-881-7663 Contact: James J. Dalsin Email: iimdalsin@bldalsinroofing.com ARCHITECTI ENGINEER Name: SRI Consultants, Inc, Registration #. Address: 9220 Bass Lake Rd City: New Hope State: MN Zip: 55428 Phone: 763-533-2727 Contact Person: Rob South Emait: rsonth@sri-engineering.com Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. CaII 48 hours before you intend to dig to receive locates of underground utilities. www.ciooherstateonecaliora I hereby acknowledge that this information is complete and accurate; that the work will be in conforma codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, permit; that the work will be in accordance with the approved plan in the case of work , ich req" .4—si X James J. Dalsin Applicant's Printed Name is Signa ordinances and of to start without a aperovai of plans. Page 1 of 3 Lco d. DO NOT WRITE BELOW THIS UNE SUB TYPES Foundation Apartments Lodging Miscellaneous WORK TYPES New Addition Alteration _ Replace _.._ Retaining Wail DESCRIPTION Valuation Pian Review Public Facility Commercial / Industrial Greenhouse / Tent Antennae Interior improvement Exterior improvement _.._ Repair Water Damage 271, 06o a /.10F.te Census Code # of Units # of Buildings Type of Construction REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain / 1/ Roof: g1/Insulation Insulation Occupancy Code Edition Zoning Stories Square Feet Length Width Ice & Water Final Framing Fireplace: Rough In Air Test Final insulation Meter Size: qz--1(/'64 Accessory Building Exterior Alteration -Apartments _ Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding _ Demolish Building* VReroof _ Demolish interior — Windows ____ Demolish Foundation Fire Repair — Salon Owner Change *Demolition of entire building - give PCA handout to applicant 200 7 Ir$519--% MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Requited Other: Pool: _Footings Air/Gas Tests _Final Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall Erosion Control Final CIO Inspection: Schedule Fire Marshal to be present: Yes " No Reviewed By: C14167 , Budding Inspector Reviewed By: NA , 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 2 1 30 .75 Water Quality 13 9 ' TO Water Supply & Storage (WAC) . t50 Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL.• Page 2 of 3 ~:T t L 01c '~'i er Mlwr; I vn eO(I/fP ~10 U rt~ ~t 'i~' ~ CITY OF EAGAN 3830 Pilat Knob Road, P.O. Box 21 •199, Eagan, MN 55121 ~d ~~C~ .,.n t-~-r~ ~ C,~'~~ • PHON E: 454-810 ~,,,~,,,,..'j/al~'Y' B131LDING PE~IT v/i~'/~~1- ~'`4 Receipt # To be used for Est. Value Date ,19 Site Address I-le 5-tlC OFFICE USE ONLY Lot Block f Sec/Sub. - • On Site Sewage _ Occupancy MWCC System _ Zoning Parcel N0. On Site Wen _ Type of Conat City Water _ (Actuaq s NaR1e (Allowable) W # of Stories ; AddreSS Length 0 City _ PhOnB Depth S.F. Total , p NamB Footprint S.F. ~ s Address APPROVALS FEES ~ City Phone Assessments _ Permit F ~ Water/Sewer _ Surcharge v W Name Police Plan Review W - ~ i Fire _ SAC, City Address c~= - Engr. _ SAC, MWCC ~ W City Phone Planner WaterConn. CounciM _ Water Meter I hereby acknowledge that I have read this application and state Bldg. Off. _ Road Unit that the information is correct and agree to comply with all applicable APC _ Treatment P1 State of Minnesote Statutes and City of Eagan Ordinances. Variance _ Parks Copies Signature of Permittee 70TAL A: u ilding Permit is issued to: on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinancea Building Offic;ial /~ICa !r fcw al ~ZU ~z. -r~9 ~ k a Permit No. Permit Hoider Dat's TeIephone it Plumbing /el631E~ • H.V.A.C. 3// 7 - Hp~~e ~a5'Cv h/Mr7 Electric 77191 Softener V Inspection Date Ins Comments Footings I Footings II ~ Foundation Freming Roofing Rough Plbg. ? GG ~ Rough Htg. ` Isul. - ~ ~ Fireplace • Final Htg. Final Plbg. Bldg. Final a L 4,),t Cert. OCC. TemP• LP DeCk Ftg. Deck Frmg. Well ~ - ~ Pr. Disp. h'o'78 n _ ~ ~ . Z. ) LLL M1196, 7~'Yj . ' L ~:L~Gt~I. t-r?' ~ ~ c.ci c-+- J~et c~ ' `~ii•••~ ~'~,V I 6/SIvi 4x .s . ' (Itr#if iratit of (Orruvanry Citp of (eagan srpartmm# n# lwbtng Jwrrtinn This Certificate issued pursuant to the requirenrents of Section 306 of the Uniform Building Code certifying thar at the time of issuance this structure was in compliance weth the various ordinartces of the Clty regu/ating building construction ar use. For the fo!lowinB: . , uw chun;rca;on k"; sme. taniit No. ~w~~h, ~Yv~ E f/A2_. , zoo;oa Disu;ct '[ype Coaac. ` L'. 1 HR O,,,na d 8uading '1)1q # 196 Add= 14445 DIM'i7ND PAIH FD, Gntirrr BuMnS,?ddrm ;.•,5 V~Tc-1-1 !M Loca,;ty -,.i , eI , W:9oorr scIM. ITY)Ir.rM av-: W9YMRR I gas Bmlding Officia] POST IN A CONSPICUOUS PLACE CITY OF EAGAN 3q97 3830 Pilot Knob Road, P.O. Box 21 •199, Eagan, MN 55121 PHON E: 454•8100 BUILDING PERMIT Receipt ~ To be used for Est Value Date `,19 Site Address OFFICE USE ONLY Lot Block Sec/Sub. On Site Sewage _ Occupancy MWCC System _ Zoning Pflrcel No. On Site Well _ Type oi Conat Ciry Water _ (Actual) a Name (Allowable) _ ot 5tories 3 Address Lengtn 0 City Phone ' Depth S.F. Total a N8m8 ' Footprinf S.F. O ~ Y Address APPROVALS FEES City Phone Assessments _ Permit h a Water/Sewer _ Surcharge ow W Neme Police _ Plan Revlew z Fire SAC, City _ - Address - Eng?. _ SAC,MWCC ~ W City Phone Planner _ Water Conn. Council _ Water Meter I hereby acknowledae that I have read this application and stete Bldg. OfL _ Road Unit thettheinformationisCOrrectandagreetoCOmplywithallapplicable APC _ TreatmentPt State of Minnesota Statutes end City of Eagan Ordinances. Variance _ Perks CoPies Signature ot Permittee TOTAL A Building Permit is fssued to: on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinancea Building Official Permit No. Permit Holdsr Data Telephons it Plumbing H.V.A.C. Electric ~ p ~ r° ~ 7-? 7 ~ , ~~?C ~ ~ / OL Inspectfon Date Insp. Comments Footings I s~ 7 Footings II 7 ~ i ~ ~4 8 ~ Foundation '~~5~ l,z~ ~7u~GP > 7 LrJ~ ~P Framing Roofing 9~Y~ F7 0 ~9 Rough Pibg. 7i~~ !d ~ ~r5"8 G~~ 4~,~ • Rough Htg. ~ ~ ~3 S•w~- Isui. 3 -3f P - Fireplace Final Htg. Final Plbg. Bldg. Final . Cert. Occ. Temp. LP Deck Ft9- :'1 ,j i . C ~ ,t ~.Deck Frmg. Well Pr. Disp. G fi",f/•lo~iGu - S-/- 5-7 - 4v . . . PERMIT # ; - . PLUMBING PERMIT RECEIPT # • ' CITY OF EAGAM 3830 PILOT KN08 ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE.- PHONE: 454-5100 Site Address 77 BLDG. TYPE WORK DESCRIPTION Lot Block ~ S406/Sub Res. New k~ ' i.~ ~o ~ - Muit Add-on m Name ~ • . Comm. ~ Repair ~ Address ' V- Other c City - JPhone RES. PLBG. ONLY - COMPLETE THE FOLLOWING: - NP FIXTURES TOTAL _ , r~ - • ~ Water Closet - $3.00 $ Name - ' - - Bath Tubs - $3.00 c Address WT Lavatory - $3.00 p City ' Phone ZShower -$3.00 J/2 144e4ert Sink - $3A0 FEES Urinal/Bidet - $3.00 COMM/IND FEE - 196 OF CONTRACT FEE ~ Laundry Tray -$3.00 APT. BLDGS - COMM RATE APPLIES -Z~Floor Drains -$1.50 TOWNHOUSE 8 CONDO - RES. RATE APPLIES 3_Water• Heater -$1.50 MINIMUM - RESIDENTIAI FEE - $12.00 Whirlpool - $3.00 MINiMUM - COMM/IND FEE -$20.00 ~-Gas Piping Outlets -$1.50 STATE SURCHARGE PEFi PERMIT - .50 (MINIMUM - 1 PER PEHMin (ADD $.50 S/C IF PERMIT PRICE GOES f Softener -$5.00 BEYOND $1,000.00) Well - $10.00 Private Oisp. - $10.00 Rough Openings - $1.50 SIGNATt}RE OF PERIUILTTEE~.' FEE: STATE S/C: FOR: CITY OF EAGAN GRAND TOTAL•,* ?y:..~:~:~tt:~,~~~:~;~-t~.:;,~_ ~f ~ • . . . PERMIT # v MECHANICAL PERMIT ~ . CITY OF EAGAN RECEIPT # ~ L~ _ 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE:~ J ~ $D PHONE: 454-8100 Site Address BLDG. TYPE WORK DESCRIPTION Lot Block Sec/Sub Res. New ~ i,. ~ •,i . ~ Name ~ Mult Add-on ~ Address ~ - Comm. ~ Repair Other c City Phone 419-2 . ! FEES Name RES. HVAC 0-100 M BTU -$24.00 c Address ADOITIONAL 50 M BTU - 6.00 3 (RES. HVAC INCLUDES A/C ON NEW p Ciry ~ Phone CONSTRUCTION) GAS OUTLETS (MINIMUM -1 PER PERMin - 1.50 EA. TYPE OF WORK COMM/IND FEE - 1% OF CONTRACT FEE Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES Boiler ~ TOWNHOUSE & CONDOS - RES. RATE APPUES ~ MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater ~.•li : M BTU REMODELS - 12.00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent. CFM PERMIT PRICE GOES Gas Piping OuUets # _fL_ BEYOND $1,000} Other FEE: . rtpb . . , ~ ~ ~ / . ~ ~ 1~ ~ !~_...ra•. S/C: SIGNATURE, OFPERWTTEE TOTAL• . FOR: CITY OF EAGAN =r . . _ . 1~ ` PERMIT q LUMBING CITY OEAG NIT RECEIPT # 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRIGE PHONE: 454•8100 Site Addr ss {I ` A/e BLDG. TYPE WORK DESCRIPTION Lot B?oc -Sec/Suq Res. New Mult. Add-on y Name ~`'r. Comm. Repair ~o Address Other c City ~Phone RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURE5 TOTAL Name Water Closet - $3.00 $ ` Bath Tubs - $3.00 3 Address Lavatory - $3.00 p City Phone Shower - $3.00 Kitchen Sink - $3.00 FEES UrinallBidet - $3.00 COMM/IND FEE - 1% OF CONTRACT FEE Laundry Tray -$3.00 APT. BLDGS - COMM RATE APPLIES Floor Drains - $1.50 TOWNHOUSE & CONDO - RES. RATE APPLIES Water Heater -$t.50 MINIMUM - RESIDENTIAL FEE - $12.00 Whirlpool - $3.00 MINIMUM - COMM/IND FEE -$20.00 Gas Piping Outlets -$1.50 STATE SURCHARGE PER PERMIT - .50 (MINIMUM - 1 PER PERMIn (ADD $.50 S/C IF PERMIT PRICE GOES Softener -$5.00 BEYONO $1,000.00) Well - $10.00 Private Disp. - $10.00 Raugh Openings - $1.50 SIGN TURE OF PERM)TTE~_~~~ FEE: ~ j . r '•1j~ ' STATE S/C: FOR: CIN OF EAGAN GRAND TOTAL: ' y~y...~. . i•S-i: ' 'i r y:r• , . ^ _ , , , PERMIT # • • ' MECHANICAL PERMIT RECEIPT # 7F~'{ CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE 7 CONTRACT PRIGiE PHONE: 454-8100 Site Address BLDG. TYPE WORK DESCRIPTION Lot Block Sec/Sub Res. New , m Name ' Mult Add-on y Address Comm. Repair c City l":ie:inoi;- Phone D44-; Other ~ Name FEES c Address RES. HVAC 0-100 M BTU ` - a24.00 p City Phone ADDITIONAL 50 M BTU ' - 6.00 ADD-ON AIR CONQ. 0-24 BTU - 12.00 TYPE OF WORK t , ADDITIONAL 6 M BTU - 6.00 GAS OUTLETS - 1.50 EA. Forced Air M BTU COMM/IND FEE - 1% OF CONTRACT FEE Boiler M BTU MINIMUM - RESIDENTIAL FEE - 10.00 Unit Heater M BTU MINIMUM - COMM/IND FEE - 20.00 Air Cond. M BTU STATE SURCHARGE PER PERMIT - .50 Vent CFM (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) Gas Piping Outlets # Other FEE '\x'- I'` ' ' S/C: SIGNATU E OF PERMITTEE , ~ ~ TOTAL: ' FOR: CITY OF EAGAN . , ..,r,r . 51TE ADDRESS Unit # Permit # L B Sect.lSub. INSPECTIOM DATE INSPECTOR OTNER FRAMINS ~ /,7 ao E'/f . ROUBN PL16. ROUBH HTB. INSUL Y7 g "C FlREPLACE FlNAL NTB. Z - - ' FlNAL PLBB. Z - - ~ UNR FlNAL B CERT/OCC INSPECTION-DATE INSPECTOR COMMENTS /o - ~ o-~-~ , - , GL6•ANW/ rVE TO.S / '-cJ ~i? ~k(/~YN~ry(~' i'~i3~ 6- - ~ d- 'g • -G •y ~ t ~ ~ ~ ` ~ 7 fT , ~ . . SITE ADDRESS Unft # Permit ~ . L B Sect/Sub. INSPECTION DATE IR8PECTOR OTNER FRAMINB ROU6N PL88. RQUBH HT6. INSUL flREPUCE FlNAL HTB. ~,~6 8~ IiJ,d.~~, ~•L(Ji - FlNAL PLB6. UNR FlNAL CERT/OCC ` , INSPECI"i0N DATE INSPECTOR COMMENTS . fy /PX _ u PERMIT # PLUMBING PERMIT RECEIPT # ' CITY OF EAGAN 3830 PILaT KNOB ROAD, EAGAN, MN 55122 DATE: NTRACT PRICE PHONE: 454-8100 Site Address L-' BLDG. TYPE WORK DESCRIPTION Lot Block Se au Res. New Mult. Add-on Name Comm. Repair a~ ~ Address Other c Ciry /1<" Phone RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTUFiES TOTAL Name Water Closet - $300 $ ` Bath Tubs - $3.00 3 Address Lavatory - $3.00 p City Phone Shower - $3.00 Ki!chen Sink - $3.00 FEES Urinal/Bidet - S300 COMM/IND FEE - 196 OF CONTRACT FEE Laundry Tray -$3.00 APT. BLDGS - COMM RATE APPLIES Floor Drains -$1.5o TOWNHOUSE 8 CONDO - RES. RATE APPLIES Water Heater -$1.50 MINIMUM - RESIDENTIAL FEE -$12.00 Whirlpool - S3.00 MINIMUM - COMM/IND FEE -$20.00 Gas Piping Outiets -$1.50 STATE SURCHARGE PER PERMIT - .50 (MINIMUM - 1 PER PERMIT) (ADO $.50 S/C IF PERMIT PRICE GOES Softener -$5.00 BEYOND $1,000.00) Well - $10.00 , . Private Disp. - S10.00 Rough Openings - $1.50 FE T SIGNATURE"~3F PERA+:~'I`EE F S/C: FOR CITY OF EAGAN GRAND TOTAL: ..r.... . .r~:-w,,.'Trrn~e..~,.' . , . .-s•'~?Sn '~.,'L--~'.G.. S.. •,.-ynY--G,r, . . " _ " ~,~~~y.~. ~O~ADII 1:~l~GiOf ~ CITY OF EAGAN 16918 , - 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # ' To be used for FCRDM CLASMM Est. Value S329000 Date Aw 9 1989 Site Address 943 YBSCQT? RD ' `Lot i Block t Sec/Sub. VIE8COT= OFFICE USE ONLY Parcel No. occupancy FEES ISD 146 Zoning W Name (Actuaq Const Bldg. Permit 298•~ I Address 14443 DI44!!0lID PATH (Allowable) i~ Surchar9e 1bo00 0 CitY ~'s~~ PhOn@ 42~770Z # of Stories Length 379 PlanReview 149~~0 o Name SUNSHINE 00118?RUCfI011 Dealh ~ sAC. cay Address 2121 CLIF! D1t S.F. Total fa-0 snc, nncwcc ~ Clty EAGAN Phone 452-0"s S.F. Footprints - On Site Sewage Waler Conn oW Name CHAMs "MAK on site weu w Wa1er Meter Address 14750 sROBM MWCC System _ <W City Phone 423"'ZZN? Gty Water _ Acct. Deposit , PRV Required - SIVN Permit I hereby acknowlege that 1 have read this application and state that ihe Booster Pump - 5+W Surcharge in(ormation is correct and agree to comply with all applicable Stale ol Minnesota Statutes and Ciry of Eagan Ordinamces. Treatment PI Signature of Pertnitee APPROVALS ` Road Unit A Building Permit is issued to: stINSHiM CONSTRUCTION Planner - Park Ded. on the express condrtion that all work shall be done in accordance with all Council applicable State of Minnesota Statules and Cily oi Eagan Ordinances. gldy, pff. _ Copies Variance - TOTAL ~3~~ Building Official I 1111 Permit No. Permit Holder Date Telephone # WAIER SEVYER PLUMBING ~ - IV J/ V y t7/ "'1 J~ (J H.V.A.C. I7~ i. 3 3 P ELECTRIC (2 Inapection Date Insp. Comments Footings I Foundation Framin9 ~ CD /'Ef ~f s Roofing U Ragh Pibg. R-0 Ht9~ Isul. 0 ~ 0, Freplace Fnal Htg. Fnal Plbg. Const. Meter Plbg. Inspector - Nolify Plumber Engr.IPlan Bldg. Final Deck Ftg. Deck Final weli Pr. oisp. ~y, ~ ~l ~ ~ • ~ ' / • 1. - , d t Intifirate uf Orr~~awy Citp of (eagan arpmtmmr o# lui.[bing Awprrlinn ' This Certif cate issued pursuant to the requiremenis of Section 306 of the Unijorm Building Code certifying that at the time of issuance this strucrure was in compliance with the variaus ordinances of !he City regulating building construction or use. For the following: Use CLassification Portable Classroom B,ae.Pen~,;t No. 16918 ooc„p,,,cy Tya E-2 zonmg aona pF rBX conu. V-N OwnerofHuilding ISD 196 AddrW 14445 DIAMOND PATH Bwlai 945 Wescott Road ~Ay Ll, Bl, Wescott School ' ~.t~ D.: SEPTEMBER 1, 1989 ~ B.Idi& OfficW V POST IN A CONSPICUOUS PLACE Y;ik iot O(Hce Use Only: ~ - ' MECHANICAL PERMIT PERMIT # CITY OF EAQAN RECEIPT # • 5~ 3830 PILOT KN08 ROAD, EAGAN, MN 55122 CONTRACT PRICE PHONE: I54-8100 DATE: Site Addr t BL~pG. TYPE WORK DE8CRIPTION Lot ~ 81ock Sec/Sublu(',/' "`i 1 - Res. New oU l. 't t c _>c - Name Mult Add-on IV Address - C: ".Comm. ~ Repalr ~ Other c Ciry ~ L Phone FEES ~ Name 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 (NINIMUIN -1 PER PERMIT) - 1.50 EA. TYPE OF WORK COIAWIND FEE • 1% OF CONTRACT FEE Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES Boiler M BTU TOWNHOUSE & CONDOS - RES. RATE APPLIES Unit Heater M BTU MINIMUM RESIDENTIAL FEE - ALL ADaON & REMODELS - 12.00 Air Cond. r' M BTU MINIMUM COMMERCIAL FEE - 20.00 Vent CFM STATE SURCHARGE PER PERMIT - ,50 Gas Piping Outtets q (ADD $.50 S/C PER EACH $1000.00 OF PERMIT FEE) Other - PERMIT FEE: ti ~ S/ SIGNIkTUR~ OF PERMIREE C: TOTAL: j' r FOR: CIN OF EAGAN CITY OF EAGAN , - 454-8100 _ r DEPT. OF BUILDING INSPECTtONS Correction Notice Located at I have this day inspected fhis structure and these premises and havP found the following violations of eity codes governing same: - ~J L1"'4'"i" ~ : 4J f SO/; ;~~~~a[~c~n > z~ /14 ~ l+ y! f» 7X-~i f0 J!.. j,- 9 a When corrections have been made, please call 454-8100 for inspection. Date - - - Inspector City of Eagan DO NOT REMOVE THIS TAG Control INSPECTIUN RECORD No. ~ ~ ~ ~ CIl'Y OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: A!#M 7 cEagan, Minnesota 55123 Dete issued: ~ 3~~~ ~ g~ (612) 681-4675 SITE ADDRESS: l OT e 1 e l oG K: I APPLICANT: 946 WSiCOTi kb MORCdN CaMS?' CO NESCt1Tfi SCHOflI (812) 646-6066 PE~%T. tSPE~VP~t tY TYPE OF WORK: AaolTivk FKAMfNy FINAL ~ - - _ -=:f: - - ' wnnR Mo. Psrma Nome. oata 7blephons s S/VN - PLUMBING HVAC ELECTRI ELECTRIC Inapectlon Orta Inap. Commertts Footings I Faundation Framing Rootirig Rougn Plbg. . Rough Htg. Isul. FlrepFaoe F'inal Htg. Oised Test Final Plbp. Plbg. Inspector - ?dahtY Plurnber Const. Meter EngrJPIen eag. F+"W 8l 4d u-0 Deck Ftg. Deck Flnal wen Pr. Disp. WOODIIM IIEMEffARt CITY OF EAGAN NO 16918 3830 Pilot Knob Road, P.O. Box 21-799, Eagan, MN 55121 PHONE: 454-8100 rBUILDING PERMIT Receipt # Tobeusedror POKG4BIEQASSROCM Est.Value $32,000 oate AUG 9 , 1989 Sile Address 945 WESCOTT RD 1 Block 1 Sec/Su6. WESCOTT SCHOOL OFFICE USE ONLY Lot ~ Parcel No. oaupancy E-2 Fees Zoning PF . w Name ISD ].96 ' (Adual) Const V~N 81dg. Permit 298.00 o Address 14445 DIAMOND PATH (Allowable) V=N Surcharge 16.00 City xOSRI•lOUNT Phone 423-7702 xoiswdes 1 Length 371 Plan Review 149. 00 iF Name S TNSH N .ONGTRli T ON Deptn 24'~ SAC,City Address 7171 Ci.TFF DR S.F.Total 880 SAC. MCWCC City F.AGAN Phone 452_0995 S.F. Footprints ~$0 On Site Sewage Water Conn Fw Name CHART.ES NOVAK OnSiteWeil - WaterMeter AddrBSS 14750 C RORRRT MwCCSystem _ Qoi Cjty RnSF.MOIINT PhOnO 473-2254 City Water _ Acd. Deposit PRV Required _ S/W Parmit I hereby acknowlege iha[ I have reatl ehis appGCation and state that Ihe 8ooster Pump - SnN Surcharga inlormation is correct and agree to comply with all applicable State ol Minnesota Statutes and ly of Eagan O na ces. 7reatmem PI SignatUre of Pefmitee ~ APPAOYALS Road Unit A Buildin9 Permit is issued to: SIJNSHINE CONSTRUCTION Pim0e1 - Park Ded. on ihe ezpress condilion that all work shall be done in accordance with all Council applicable State ol Mi~nnesota Statutes and .Ciry~ o~f) Eagan Ordinances. eldg. On. _ Copies Builtling Official I)~ Variance _ TOTAL 463.00 ~ .,~r ~ NO C.O. GNTIL FINAL PLATTED. CITY OF EAGAN No 14 112 , 3830 Pilot Knob Road, P.O. Box 27-199, Eagan, MN 55121 • PHONE:454•6100 s~7(r2'/pE BUILDING PERMIT qeceipt# To be used for SCHODL Est. Value $5, 200, 000 Data SEPTEMBER 2 19 87 Site Address 945 WESCOTT ROAD OFFICE USE ONLY 1 1 WESCOTT SCHOOL AD OnSiteSewage Occupancy E-1/A2-1 Lot BIOCk SeC/Sub. MWCC Syslem X Zoning p~ PafCel No. On Site Well _ Typeo(Canst IV~~ City Water X (qctuaq I~~ t uu a Name IND SCH DIST 196 (Allowable) w # of Stories 290 ~ Address 14445 DIAMOND PATH Length 260 o City ROSEMOUNT phone 423-9400 Depth S.F. Total .0 Name ADOLFSON & PETERSON FootorintSF. ~a Address 6701 W 23RD ST 688-8431 pppROVALS FEE$ P City MPLS Phone 544-1561 qssassments _ Permit $12,528.50 Water/Sewer Surcharge ~1~0.-00 ~w Name HGA Police _ PlanReview O G6'+•2S SAC, City ~00 ~ z Address Fire 1201 HARMON PL x- - ~c+ Engc _ SAC,MWCC 90,475-00 a W City MPLS phone 332-3944 Planner WaterConn. Council 7/21LB.Z WeterMeter N A I hereby ecknowledge that I have reatl this application and state Bldg. Off, _ Roatl Unit 16 10 . 00 thattheinformationlsconectandagreetocomplywithallappliceble APC _ TreatmentPi n•00 State of Minneaota Statutes an ry of ga nces. Variance _ Parks _.NI.A Copies 5ignature of Permittee_~ TOTAL 67 80 .75 A Building Permit is issued to: ADOLFSON & PETERSON on the express condition that all work shall be done in accordance with all a i ab State of Minn _ ta Statutes and City of Eagan Ordinances. Building Official ~ . CITY OF EAGAN N2 - 13 9 9 7 ' 3830 Pflot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PHONE: 454-8100 Receipt u / ~J~Y To be used tor FOtiNDATION Est. Value Date JULY 30 19 87 Site Address 945 WESCOTT ROAD OFFICE USE ONLY Lot Block Sec/Sub. On Site Sewege _ Occupancy WOODLAND ELEMENTARY SCHOOL MWCC System _ Zoning Paro61 No. On Site Well _ Type of Const Ciry Water _ (Aquaq : Name I.D.S. #196 (Allowable) w * of Stories = Address 14445 DIAMOND PATH RD Length o CitY ROSEMOIiNT phone 423-9400 DePtn S.F. Total , o Name ADOLFSON & PETERSON INC Footprint S.F. ~a Address 6701 _W 23RD ST pPPROYALS FEES M~ City MPLS phone 544-1561 qssessments _ Permit $15.00 ¢ Water/Sewer Surcharge Ww Name H.G.A. - TED ROZEBOOM Police _ PlanReview ~ w Fire _ SAC, Ciry i= Address 1201 HARMON PL 50 En9c _ SAC, MWCC <W City MPLS Phone 332-3944 Planner _ waterConn. Council _ Water Mater I hereby acknowledge that I have read this applicafion and state Bldg. Off. _ Road Unit thattheinformetionisCOrcectandagfeetocomplywithallepplicable APC - TreatmentPl State of Minnesota Statutes end City of Eagen Ordinancea Variance _ Parks Copies Signature of Permittee 70TAL 1.00 A Building Permit is issued to: ADOLFSON & PETERSON INC on the express condition that all work shall be done in accordance with all appl' ble State of Mi esot8 atutes and City of Eagan Ordinancea Building Oflicial t C1TY USF ONLY PERMIT#: RECEIPTDATE: EOOE CO1NbIEftCIlkL PLUbISINH PER1411T APPLICATION CI1'Y oF LaHAN 3$30 PILOT KAOB iiD EA&AP, MlY 551 EE 651-681-4675 INCOMPLE7E APPLICATIONS WILL NOT BE PROCESSED Date: ~ WORKTYPE NewBldg Add-on Repair ~RPZ PVB *Irrigationsystem * Jerry Wobschall to calculate fees. Required metet size is 2" turbo unless smaller size pemutted by Public Works DESCRIPTIOY OF WORK ~Z ~ Iy,W I) To inquire if Pressure Reducing Valve is required on new service, ca11651-681-4646 METERS - Call 651-681-4300 to verify that hydros[atic, conduc[ivity, and bacteria tests passed prior to oiekine up meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" displacement $152.00 Domestic Size & Type Avg GPM Does ihis include high demand devices? _ Yes _ No FT.USHOMETERS Yes No PRV REQUIRED _ Yes _ No Site Address: "I T~_ TenantName: Telephone ~0 ~'UJ / I lJ (Area Code) W as there a previous tenant in this space? Y N. If Yes, Name: Installer Name: a Telephone Area ode) InstallerA dress: City; State: _H/4Zip Code , V FEES Con ract price $ x 1% ($50.00 min) Plbg Permit $ Meter(s) $ Required on all new buildings & boulevard irrigation systems Radio Meter Read $ Surcharge: $.50 Minunum. If base fee exceeds $1,000, calculate at State Surc6arge S 50 cents per $1,000 base. ' S otaUTOtaI $ 2 ocT \ Supplementary fees for new irrigation system: ~t~I n1 ~ C ~VV~a ~ r Permit $ 50.00 Contact Jerry Wobschall at (651) 681-4624 regarding fee§UJ 2 2 ZOOZTI ~U ment Plant $ 540.00 Wate Supply & Storage $ _Stat urcharge $ X~5D ~ . TOLfll $ I hereby acknowledge that 1 havc rcad this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicanPs responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by [he City during its normal operational and rttaintenance activities to the facilities constructed u r his ermw/,4,,,, ' ty pr operty/right-of-way/easement. ' ` SIGNATURE OF PERMITTEE CITY USE OAZY REQUIRED INSPECTIONS: _ U.G. _ AirTest _ GasTest _ RoughIn _ Final PLANS SUBMITTED APPROVED BY: LJ U- y Z BUILDING INSPECTOR GENERAL INFORMATION • Radio Meter Read (required on all new buildings & boulevard imgarion systems- $157.00 (Acet Code # 9220-4509) • RPZ's must be rebuilt every five years. A minimum fee permit (per address) is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" displacemenC iesidential $118.00 4-120 1-1/2" irrigation syst $ 745.00 sm commercial turbine' * **must receive maximum approval from contiimous Public Woxks 10 230 3/4" displacement lavm irdgation $152.00 4-160 2" turbine Ig irrigarion syst $ 923.00 maximum residential & continuous sm commercial producnon lines 15 3-50 1" displacement very Ig res $199.00 1/4 to 160 2" compound bldgs over $ 1,798.00 bldg to 24 units 65 units maximum sm commetcial & continuous & lg comm bldgs zs ini arion s stems 5-100 1-1/2" bldgs 25-64 units $439.00 maximum displacement & continuous most comm bldgs 50 B4E'CERS REOUlli1NG 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPbI METERS USE FRICE GPM VIETERS USE PRICE I 5-350 3" turbine very Ig irrigation syst $1,214.00 6-500 4" compound +300 unit bldgs & $3,562.00 & production lines very lg comm bldgs 1/2-320 3° compound +200 unit bldgs $2,264.00 10-1000 6" compound +400 unit bldgs $5,900.00 very Ig comm bldgs very lg comm bldgs li-1000 4" hvbine very Ig irrigation syst $2,184.00 & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-681-4675. • To arrange for water turn-on, ca11 65 1-68 1-4300. ec Kris Forster, Maintenance Division Clerical Technician Updated 2/02 PERMIT Control No. 0072 CITYfl~-FAGAN sui~oiN~ 3830 Pilot Knob Road PERMIT TYPE: Permit Eagan, Minnesota 55123 Date lssued: Number: 0~/0Z 0/692 (612) 681-4675 SITE ADDRESS: 945 WESCOTT RD LOT: 1 BLOCK: 1 WESCOTT SCHOOL DESCRIPTION: Building Permit Type PUBLIC FACILITY Building Work Type ADDITION ~ _ ~ - - REM RKS: ~ C' 0~`787a FEE SUMMA : VAIUATION $45,000 Base Fee $382.00 Plan Review $248.30 Surcharge $22.50 Total Fee ;652.80 CONTRACTOR: - Applicant - OWNER: MORCON CONST CO 25466066 MORCON CON T CO 5905 GOIDEN VALLEY RD 5905 OL N VAILEY RD lq~a GOLDEN VALLEY MN 55422 GOLDEN VALLE MN 55422 (612) 546-6066 (612)546- 66 I hereby acknowledge that I have read this application and state that Che II information is correct and agree to camply with all applicable State of Mn. Statutes and City of Eagan Ordinances. ~ APPLICANT/PER, EE SIGNATURE ISSUED SIGNATURE r FU cinr oF ~aNy ~~1992 BUILDIHG pERMIT APPLICA'r1ON 681-0675 SINGLf a MULTI-FAlIILY 2 sets of plans, 3 registered slte surveys, 1 copy of energy calcs. CObiMERCIAL 2 sets of architectural & structural plans, 1 set of speciflcatlons, 1 copy of energy calcs. Penalty applies Mhen typin of permit ta requested, but not plcked up by last working day of mont in which re de ar lot chan e is re uested onca ermi is issued. Date / / Z9QeY Yaluation of work ite Location:wlgfa'-OTi~ BY,a'I~ - r BTREFT arE • Tenant Name• LOT BLOCK ~ SUBD. P.I.D. Y Descri tion o work: The applicant is: O Owner )4 Contractor O Oth@M (oncriee) Name ne Property LAIT 1r- fIp:T ~ OwnBr . Address 1~r~n ~v x I r'~I~CTL/ ~Al~ SlREET STE 8 CitY State Zi~ Campany Phone Contractor Address ~ L1 ense f~~4 Lity 5tate Zip Company G Phone - - Archftect/ Englneer Name TR> Registratlvn - qddress gz:~( UAZJ.'~~Q 7 _Ae' f-=::. City 5tate Zi Sewer 8 water 1lcensed plumber . Processing time for sewer & xater permits is two days on area as been approved. I hereby acknowledge that I have read this application and state that the infarmation is correct and agree to comply wlth all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applitant: ° ~"'~'~~LAAI D • ~ 40"rt;"CCE USE ONLY ' BUIL.DING PERMIT TYPE 0 01 Foundation ? 06 Garage/Accessory ? 11 Res. Add./Porch 0 16 Agricultural 02 Single Family 0 07 Fireptace 012 Comm./Ind. New ?]7 Buildiag Nove 0'03 Two-famiiy ? 08 peck ? 13 Comn./Tnd. Add ? 18 Uemolition ? 04 Mu1ti-fam. T.H. El 09 Basenent Finish ~X 14 Comm./Ind. Rem. ? 20 Hiscellaneous ? 05 Apt. Bldg. 0 30 Swim Pool o'f 15 Public Fac. woRK nrpE ? gp µew ? 93 Remode] ? 96 Move ? 91 Addition O 94 Repair ? 97 Demolish A92 Alterations 0 95 Tenant Finish ? 99 Undeftned GENERAL INFORMATION Occupancy Basement sq. ft. MWCC System Toning Ist F1. sq. ft. C1ty Mater Const. (Actual) 2nd F1. sq. ft. PRV Requlred (Allowable) Sq. Ft, total Soostcr PumP f of Stories Footpl'1nt Sq. ft. Fire Sprlnkler Length On-site Nell Census Code ~ Depth On-site sewage SAC Code APPROVALS plannjng Bullding Assessments Engineertng Yarlance REGIUIRED INSPECTIQNS ~ ? Site ? Footing A'Framing ? Insulation ? Yallboard eN Final 13 Draintlle ? Fireplace Permi t Fee 3E, z v,~~cr~: $~/S o° a Surcharge zz,s Plan Review 30 license MNCC SAC C1ty SAC Nater tonn. Water Meter Rodd Unit Treatment P1. Road Unit park Ded. Trails Ded. tapies Other Total : Sa • ~ ~ SAC 7d • SAC Units STATE OF MINNESOTA . BUILDWG CODLS AND STANDARDS Department of Administration • ~ CONDITIONAL CONSTRUCTION AUTHORIZ'iTION COPY TO BUILDING OFFICIAL : 408 Metro Syuare 7th and Rnbeh Sts. R2iCI, nouglae Michael - DATE : 03/18/92 Saint PaW, Minnesota 55101 City of &agan enone: ceix> zve avs9 3830 Pilot Knob Road FAX: (612) 297-1973 Eagan MN 55122 Project Title : Woodland Elem Schl Roof Screen Project Descr.: 47eodland Elem.school Roof.SCreen Eagan, Minnesota ' Location : Eagan, Minnesota Date Received : 02/11/92 . - Plan Review Number: 920056 . Reviewer: Vermayne E. Bertram Phone: 612/297-3600 Dear Building Official: . The conatruction documents, for the project described above, have been reviewed and found to be in eubatantial compliance with requirements of the Minneaota State Building Code. Encloaed ie a signed copy authorizing conatruction of . the project. Such authorization 6y thie office does not relieve the auilding Official from the responeibility of code compliance enforcement prior to issuance of the certificate of occupancy. Youra truly, BUILDING CODES~J` TANDARDS .~I',, . Scott D. McLellan Acting Supervisor, Plan Review SDM:p attachments: . Form BD80013C Authorization Conditiona Plan Review Commente Dated: Designer Reeponee Dated: , , ? STATE OF MINNES(JfA WOOCIIdRCI ELEIH Schoal Roof Screen BUILDING CODES AND $TANDARD$ Depar[mentof Eagan, Minneaota AdmiCliStiatiOll PRaTfiCTt 920056 Authorization Letter 11 03/18/92 Page: 1 AUTHORIZATION CONDITIONS Dt •''an~ ~ INTRODUCTION , The following comments baeed on the 1988 Edition of the Uniform Buildinq Code (tm) ehould be reeolved before a permit ie ieeved. This correction list is not a building permit. The approval of plane and apecifications does not permit the violation of any 408 Mefro Square eection of the Uniform Suilding Code or any federal, state; or 7th anA Robert S[s. lOCdl IBQU18t10R8. . Saim PaW. Minnesom SSIUI . Phone:(612)296-4639 FAx (612) 297-1973 GSNERAI, COMMENTS: 1 Special inepectione required 6y UBC Section 306 muet be doaumented on the final plane and epecifications. Approval of the epecial inepector(e) muet be by the municipal building official. Spec3al inbpector(e) muat be employed by the owner or the Architect or Enqir.eer of racord. The MSBC form or equal my be ueed for recordinq the inspection activity. see sample encloaed with thie authorization. Special inepections may be required for welding. . ' ~ MISCELLANEOUS COMMENTS:. 1 Verify that you are providinq a disconnect ewitch and convenience electrical outlet at each piece of equipment per NEC-210-63. 2 Insure that new walls'and equipment are not impeding the flow of roof water to roof drains or scuppere. END OF CONDITIONS ( , j_ • srAieoeiwrmsemA Building Codes & Standards Division FOR OFFICE USE ONLY 408 Metro Square Building Praject Number oate 7th & Robert Streets d~ ~ I~? ~ L St. Paul, Minnesota 55701 AmountofCheck CheckNumber le (612) 296-4639 $ ~ 4 k 1 4 v r' . , 2 > Received ey Consbuction Cost Department of ~ $ t~dI01t11S~C8~lOR Constmction Autharizatio / 4 n , / F APPUCATION FOR PLAN REVIEW CONSTRUCTION AUTHORIZATION BY STATE AGENCY OR LOCAL GOVERNMENT ^ PrajeciTitle b!oodland Elementary Schooi Roof Screen City, County Construction Cost Eagan ~ 45,000 Name af ArchitecUEngineer Firm . . . s Phone No. . j t ? ~ (912) ~ e o Address af Firm ` . , City, Stete, Zip v~ +1201 Hartnan Hlw~ ` . + ? i7inileapoli~s 554tl8 ` NEW CONSTRUCTION EXISTING BUILDING Type(s) of Constmction Basic AllowBble Floor Ama Type(s) of Consimction Besic Allowable Floor Ama V T m f~ -hmir Occupancy Classificalion(s) Increase Over Ona5lory Ocmpancy Classification(s) Iricrease Over One-SYOry a nn Q ' Number of Sfones Increase For Opan Sitles NumEer oF Slories Increase For Open Sides L*; fi. !1. [1 5'~'F! Per Flom Mexlmum Albwebla FlowArea Tptal Floor AYee Ma.imum Ilowahle Flom Area nnn Separation Wall Rating(s) Total Fioor Ama Area Separation Wall Fating(s) Yes No Rated Ama CiOffldOfS Yes N. (kcupanry Separation Rating(s) Change of OwWency Seperetion Reting(s) New Building Occupancy Yes "o Sprinklered for One Area Separation YB5 No Sprinklered for One Addition Hour Construction Walls Hour Construction - Sprinkiered for Area Sprinklered for Area Sprinklered Increase Sprinklered Increase Design Ioadlsl Used: aaaieionannram,atcon UBC Chapt. 23 ' t ind toad,-80 mph ex xposure 6 ' , oof load-40 psf ftys snoaJ drir't ncreases ARCHITECTIENGINEER: As the plan preparer I hereby certify that reasonable care has been given to compliance with a licable laws, ordinances, and buildin codes relatin to desi n. Name IPrinq Signature - Date Minnesota Registretion No. Ted Rozeboom 15168 , 80-00049-02 (2/89) ` . ~ l/ 3 ~ 1987 BIIILDING PERMIT APPLICASION - CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLDDE 2 SETS OE PLAPS, 3 CfiRTIFICASSS OF SQRVEY, 1 SST OF ENERGY CALCOLATIOHS NORE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOfiNER MQST DESIGAATE HHICH ADDRESS ZS DFSIRED. NO CHANGfiS WILL BE ALLOWSD ONCE BQILDING PERMIT IS ISSDED. MOLTIPLE DWELLIHGS - RFSIDENTI9L RENTAL pAZTS FOR SALE UBITS INCLUDE 2 SETS OF PLANS, CERTIFICATS OF SQEVSY - CHECK WITH BLDG. DEPT., t SET OF ENERGY CALCULATIONS COPIIMERCI9L INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: ~,~,•.,•~~f tyP,V Valtaation:; Date: / r - , 7 i:Li~~ ,~r= i •i,e.= ~ Site Address y?4;5'6t) OFFICS IISfi ONLY Lot _ Bloek On Site Sewage_ Oecupancy f MWCC System Zoning Parcel/Sub p)oo,/1anj Flertr On Site Well _ Type of Const ~ City Water (Actual) Owner ~f. jj ' / l (Allowable) # of Address /~J q Q,i~, Stories ~a t^ /-Y Length Depth City/Zip Code ~ofF;; i•,,:,; ;~Jti. .r; e„V S.F. Total Footprint S.F. Phone r+7 APPROVALS FEFS . , _ Contractor ~n),'%d, 77~rso Assessments Permit Water/Sewer Surcharge ' Address (~7D/lij Police Plan Review Fire SAC, City City/Zip Code/-, ~,~y„~, s5'Engr SAC, MWCC Planner Water Conn Phone Council Water Meter / p / Bldg Off Road Unit Areh./Engr. nDyet~oo,y APC Treatment Pl Varianee Parks Address )a14/ Copies City/Zip Code,~ZLJA, zv[,/, S54D2 TOTAL Phone li _2,j,~) - ,jq g Lf- ~i 1987 BUILDING PERMIT APPLICATION - CITY OF SAGAN SINGLE FAMILY DWELLINGS ~ IACLDDE 2 SETS OF PL9NS, 3 CERTIFIC9SES OF SDRVEY, 1 SET OF ENERGY C6LCQL9TIOBS NOTE: ADDRESSES FOE CORNER LOTS - COgTRACTOR/HOMEOTii[1ER MQST DESIGAATE AHICH ADDRESS IS DFSIRED. NO CHANGFS WII,L BE ALLOWfiD ONCB BDILDING PERHTT IS ISSIIED. MOLTIPLE DAEL.LINGS - RESZDENTIAL RfiNTAL OHIYS FOR SALE OBTiS3 INCLUDE 2 SETS OF PLANS, CERTIFIC9TE OF SDRVEY - CHECB WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMII7BRCIAL INCLUDE 2 SETS OF 9RCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ~ ' ENERGY CALCULATIONS;~--~-~~rA-• ~f ~ o $2,000 LANDSCAPE BOND. , - 5, 200, oc0 To Be Used For: 5(!.17 oo ~ Valuation: Date: Site Address 94,5 UJescoV- )20Ao OFFICE USfi ONLY - 7} Lot Block - ~ On Site Sewage_ Occupancy i Fa2. I ( MWCC System ? 2oning PF ~J Parcel/Sub W~-~'jG0?r "l~=fcOL ,Q.pD {J, On Site Well Type of Const City Water ? (Actual) 14 I H R, Owner ~D 4 f 9~ (Allowable) ~ I HI2. ll of Stories Z Address 144yJr D I q rYl OY1 6I ib*-~ Length 2°~ O Depth 2t~o City/Zip CodeRC) 52-Ym1old?i'~' S.F. Total 18,000 ~ Footprint S.F. Soo Phone 9PPROYAIS FEBS Contraetor ~pL ~SmN d-PETFp?Sa f? Assessments Permit E s Z5so Water/Sewer Sureharge 1,15I0, Address police Plan Review t~ZGa zs ~ F3re SAC, City City/Zip Code~li., 5542 (o Ensr ?~snc, riwcc Zo4~S. ~ Planner Water Conn Nlh Phone S44-I S'~ ~ ~~-'F~31 Council 1 21•8-7 water Meter N!A 3Z Bldg Off Road Unit l6, I D 4. Arch./Engr. APC Treatment P1 OZo. Variance Parks Address /~-A~ ~dYl'n oh Y/ VC Q Copies TOTAL . City/Zip Code,~~14, ,ti1,d. Sy-40 3_ Phone # dp °zQL - - oZOL . 9"LI i I ~ I i 1yr7 r+ n ~J_3i._=~'rJ ; SL Lt7Z S L z-b-z SL-~a? = X Sz ; S ~ ~Z=- _ 97 szl )`ltna , ~ ~ 5 ~ ~,'71 - L(OQO'OGC~°5 - ~co COZ'S ~ X cr..Cb ' ~ 5 ~ GY~~ I . f o~ 'cdZS'GI Av Z.~ . ~ J . os t7 ` CZ k' C;0Z1i7 C~Cx~'G1~Z ~ t1-/ LO~ OOG~'OOO~I . . . , ~ I i ~ . MINL3E,S5LTA uZA!'L ENERG'f CODL CALCLTT.ITTl11J!' i , • q__~~' c~o_~S - - _ t~ , . . ScHOoL Df5?2 ic-? Illo Phoae Sita Addrnas VA/oop Ft_r_MfFr.teY sc_~»oL. oN W F_ sco-rT IZOAo 'contractos {1D0LF-so0 RNP PTErzso.j 1~c. Phone Bui181tsg Classitic,'tioa - A1(Single Family) A2 (Rseideatial) EL.Snt f~~"rltY (Ot?terl sc.r+ooL.. (Over 3' atoriea) ON G."'lIERAL INFCRP4IT1 1. Bnildiag Perimeter I, I I 2 £t. 2, Ytali haight (ground ra eave) 2(0 ft. . 3. 1 x 2• qrose wail 28 ~`I 12 ft.? . 4. Building dimeneiona x -(c4 0 o ft.Z root & floar area S. gquare loot area ot r:.m joist - Floor joist sims (2 x 2 ) A2- x Perimeter - Rim joist area ~ f" ' -Npg 1 = 2B° TYI'E .53 e. Doors - Az'ea "E 2= 9o TYPr-_ 2= .40 Thickaesa u+• U factar ?yge of Co:satructioa Perimeter ft. matsufacturer 7. Tota2 dooz's per3meter ft. g. Wiada+rss blastufactUres' State aporoved u {6C4Or • ~ _ . ~a Size Area (Ft.2) izumber of Total Ft. 2 lach Oni ts TOTAI.S . . . . . 3 TeLal Ft.'2 G2asa 3fl0f) y, pueplaes a~rea: #idth height ~ x = Ft•2 10. Exgoeed £auadaticn: Ssig:st x Perimeter x ~ Ft.2 -COMPLETT_ON OF :'S'S POp.,i IS Fi_7_CTJ:c't°'3' FOR ALL NEW COLiSTRUCTION, l91.±OR QEMODELIFC Atr'D BUII+DZNGS SEZ.`.~'a MOVED WREx'= 'aERGY, QTFiER 'P3AN TFiu MINZMr1L CODE AI:I+OKANCE, IS II3ID. 11. Framing area = 10% af gross wall area. 12. (Groas wall area 22, 03°I ) Window area A 3COO ft.Z U windows = ~ 58 U x A= 1740 Aim joist area 4'1 ft.2 U rim joist = U x A- TY9(~ I = 28o Z 7`fYE / = •53 Door area^A TJ''C 2- 9J (370) ft. U door area ~ TYPic 2= ¢o U x A = 184 Fireplace area A ft.Z U fireplace = U x A• Exposed foundationA ft.Z U foundation = U x A= Framing area fl ft.2 U framing area = U x A= Net wall area A U wall = • o-7 U x A= 130-~ (12H)TOTAL. . . . . . . . . .U X A =31 23. Gross wall area~j{~c .185 siagle family a allowable U x A a.Hd d6116,Y6 . .23 other buildiag BTUH Must be O. 23 x(p,) 2z. 04-0 m G06D9 u'j. larger than (123 14. Ce3ling framing area ecuals 10h of ceiling area ,Qoo F _-Se#}ir.qQ area = x = ~f040 ft.Z 14A. Joist area = 10% ceiling area -ft.2 ~ 148. :3et ceiling area ft.2 , f~oo ~ (J pei;~ X A a 64, 04C X • OS = 320Z c II framing x Af = x = 14C. TOTAL U x A ~ 3202 x ard . ;nust be larger than 14C 15. Item 4 x. ~ Y~ _ .06 (ather)gLEme,j;my x,yvo~ to meet ccde - U Factor and R Factor values are available fram the materials supplier for their products. . i LIBf-W~~7T~u~i UUME QOn ° o QOo ~1iV G1n1V0AoOW TVM cmRS aMO April 28, 1987 Mr. Dale Peterson Buildinq Inspector City ot Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Peterson: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Elementary School to be located within the City of Eagan. It has been determined that 39 SAC Units should be assigned to this building. This determination was made as follows: SAC Units Charges: School (Elementary) 700 students @ 18 students/SAC Unit 38.89 or 39 If you have any questions, please call. ~r= ely, `~rGa/~/ llonald S. Bluhm Staff Engineer DSB:RWJ:blm cc: S. Selby, MWCC Thomas Schwartz, Independent School District 196 W. K. Sohnson, MWCC 350 Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423 • INDEPENDENT SCHOOL DISTRICT 196 14445 DIAMOND PATH ¦DEERWOOD ELEMENTARY SCHOOL ROSEMOUNT. MINNESOTA 55068-4199 THOMAS A. SCHWARTZ, PRINCIPAL 612-423-9400 April 24, 1987 Mr. Roger Janzig Metropolitan Waste Control Commission 350 Metro Square St. Paul, Minneaota 55101 Dear Mr. Janzig: Independent School District 196 will soon be letting bids for the construction of an elementary school in fiagan, Minnesota. Mr. Ben Vraa, from the City of fiagan informed me that your office needs to let him know what the SAC charge rate will be for this building. This information is needed prior to the issuance of a building permit. For your information, the building will be an elementary school with the capacity to house 700 students. The building will have approximately 78,000 square feet. Attached for your information is an 8 1/2 by 11" plan of the building. Please contact Mr. Ren Vraa at the Eagan City Hail (454-8100) with the information he needs so that we may proceed with this project. Thank you. Sinc ly, Thomas A. Schwartz XC: Calvin Zwiefel, Director of Elementary Education Ken Vraa, Eagan City Hall Steve Hansen, Eagan City Hall Dale Peterson, Eagan City Aall 771- 4 . STATE OF MINNESOTA DEPARTMENT OF ADMINISTRATION SAINT PAUL CONSTRUCTION AUTHORIZATION BUILDING COOE 408 METRO 3QUARE D1VT8`15Y TO BUILDING OFFICIAL : nH aNn R06ERT STS. ' BT. PAUL. MN 65107 Phona: 612/2964639 Raid, Douglas Michael DATE : 07/16/87 City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Project Title : Elementary School Project Dascr.: Elem School Location : Eagan Date Received : 052787 Plan Review Number: 870297 Dear Building Official: The construction documents, for the project described above, have been reviewed and found to be in substantial compliance with requirements of the Minnesota State Building Code. Enclosed is a signed copy authorizing construction of the project. Such authorization by this office does not relieve tha Building Official from the responsibility of checking the construction documents for code compliance as required in UBC Sec 303, prior to issuing the building permit. Yours truly, BUILDING CODES & STANDARDS omas/Vinc=, P.E. Acting Supervisor, Plan Review Ws:p attachment: Application For Plan Review Form Fornt BDB0013A-130 AN EQUAL OPPORTUNITY EMPLOYER ~O ~~l11C. "Tota1 Construction Services" 6701 West 23 rd Street 14, 1987 Mailing Address: P.O. Box 9377 Minneapolis, Minnesota 55426 pugust Minneapolis, Minnesota 55440 (812) 544-1561 Y.GA Architects 1201 :3dllf!on pldC(.' Minneapolis, minnesota 55403 Attentiori: Ted RozebOOm RE: WOOD:,A".D ELEMECITABY SCHOQL Edgdn, Miriri25ota Gentlemen: - The first week of July, 1987, A&P applied for a buildir.q permit. To date, the citp has been cooperative in issuing a qra3ing pennit, and shortly a£ter a July 13, 1987 meeting issued a limiied Poundation permit to allow for some work , within the perimeter of the buildinq. However, it did not allow for wor;c on the underground utilities. Notwithstanding the limiteo permit provisions and the rainy weather, A&P has, to date, maintained the construction schedule, but will not be able to continue to do so--or complete the job by the dates in the contract--unless the buildinq permit is issued. Wehave now (8-14-87, 8:35 a.m.) received a notice from you that if the city approves changes on plans you are to review with them at a meeting this date, a building permit will be issued on Tuesday, August 18, 1987. A&P has previously filed with the city an application for the building -~.ermit and, since they have not heard to the contrary, feel that the application is in order. Accordingly, we will have a representative with a check ready to go to the City Y.all and pay for the permit when notified to do so (hopefully tdonday afternoon, 8%17). . We have advised our utilities su5contractor of tnis information, and he agrees that, if A&P can advise him :+:onday afternoon (8/18) or early Tuesday (8/18) that a building permit has been issued, he wi11 go to the City Hall on Tuesday ar.3 request the permit for the underground utilities so he can begin moving onto the jon 47ednesday morning, August 19, 1987. He advises that if he is not permitted to move onto the job F7ednesday, he will have to move his equipment and crew to another con*_ract location, where they will be obligated for an extended number of weeks. If this happens, it will rzsult in a set back :o several important items in the construction schedule and, more then li;cely an extended contract completion date. I Ver truly yours, INC. O c50 &~*,n KWO/cjk n e-~ W. cc: Building Insoec_cr-City o° Eagan r P oject Manager Nova-Frost, Inc.-ROger k ~ Bernie Gralson Boo!ckeeping Gept. r^ile - 2649 ' L g 1 ~~4:ZT Sc~~ _ . HAtML GREEN AND ASRAHAM$ON, IN0., ARCHITECTS AND ENGINEERS 1 1201 HARMON PLACE, MINNEAPOLIS, MINNESOTA 55403 ADDENDDM A1 ~ First Addendum to drawings and specifications entitled: ~ ELEMENTARY SCHOOL IN EAGAN INDEYENDENT SCHOOL DISTRICT #196 EAGAN, MINNESOTA ' CONIIdIS3ION NUMBER 320.135 2 June 1987 ~ The additions, revisions, omisaions, corrections and clarifications containedherein shall be made to drawings and specifications for the project and shall be included in scope of work and bids to be submitted. References made below ' to specifications and drawinqs shall be used as a general guide onSy. Bidders and Contractors shall determine for themaelves the work affected by Addendum items. ' SPECIFICATION5 - ALL CONSTRIICTION A1 - Section 01900 - Insurance Requirementa: (A) Article 1.02.A3 Change ' subpaiagraph: 3. The mini.mum coverage ahall insure against Fire, Extended Conerahe, ' Vandalism and Malicioua Miachief, Multiple Perils (including water damage, except flood) and other hazards, eacept for the exclusions normal to the type of policies described herein. The policy shall be Suilder's Risk type on Completed Value basis, with Multiple peril Form ' or equivalent "All Risk" form (not "Special Eatended Coverage"). As an indication of standard of coverage, the policy shall provide the broad coverage uaually found in the All Risk InlandMarine form, and coveraqe ' shall hold a"Replacement Cost" valustion clause and any coinsurance clause shall be waived. Property elsewhere than at the Project site and in transit shall be covered, with coverage to include but not ' limited to theft, to approsimately 108 of the policy face value, or $50,000 whichever is least. Coverage shall be provided for all elements, materials, systems or other parts of the work including cnose which may be excluded under the Pressure Vessel Insurance. ' SPECIFICATIONS - GENERAL CONSTRIICTION ' G2 - Section 06181 - Glue Laminated StruCtural Vnits: (A) Article 2.01.A Add: or Southern Pine, combination Symbol 24F-V7. ~ G3 - Section 07275 - Intumescent Mastic Firepzoofina: (A) Delete this section in its entirety. G4 - Section 08710 - Finish Hardware: (A) Article 2.02.A.9 change U526B to: ' US10H. ~ 320.135 ~ ADDENDUM #1 Page 1 (B) Article 2.13, Group 15. Change exit device to: SSEO; and delete mullion ~ (this group applies to sinqle doors). G5 - Section 10100 - Markerbosrds and Tackboards: (A) Article 2.03.A Change ~ "angle trim" to: Channel trim. G6 - Acce table Items and Manufacturers: (A) The below listed manufacturers of materials, equipment or syatems are acceptable subject to conformance as to ~ satisfying all =equirements of the Contract Documents. The cost of any changes in the work of all trades as a result o£ substitutiona ahall be borne by the Cont=actor making the substitution. ' Specification Acceptable Manufacturers Reference Item or Product ' 07111-2.01.A waterproofing Protecto Wrap 07511-2.0l.s Yietal roofinq Foremost Manufacturering ' - Peterson Pac-clad 07611-2.04.A Closera Dorma Door Contro2s t 08920-2.01.8 Curtain Walla Traco/Three Rivers ' 09520-2.01.A Acoustical GPall Stretch Wall Products T=eatl4EIIt 11400 - Item 26 Exhaust hood Avetec ' SMALL SHEET DETAIL3 - GENERAL CONSTRUCTION G7 - 1/2-4 throuah 5/2-4 xoom Finish Schedules: (A) Change all 6" vinyl base ~ to: 6" carpet base. (B) Room 401 ceiling finish is to be: Spray applied ffreproofing. ' (C) Ceramic floor tile is to be Type CT-1 unlesa noted otherwise. (D) Ceramic floor tile is to be Type CT-2 at rooms: 229A, 230A, 232A, 204, ~ 211. (E) VCT is to be Type VCx-1 unless noted otherwise. , (F) VC2 is to 6e Type VCT-Z at rooms 305, 305B, 306 and 307. , M8 - 4A/4-2: (A) Reduce gap at end of wood soffit grill to 1/2". M9 - 6B/4-2: (A) xeduce gap at end of wood soffit grill to 1/2". ~ (B) Increase height of returna at matal soffit to 2-1/4" to equal thickness of wood soffit grill. , G10 - 8/4-2: (A) Add note: Extend Brick one course above aood soffit grill (behind precast fascia). , 320.135 ' ADDENDVM #1 Page 2 ' . . G11 - netail 21/6-3: (A) Delete reference to 3" tectum plank shown on top ' chord of truss.NEW AND REVISED DETAILS - GENERAL CONSTRUCTION , 5R/3-5 45R/4-1 ~ 53/9-1 LARGE DRAWINGS - GENERAL CONSTRUCTION ~ G12 - Sheet C2: (A) Complete reference at south of Building, 1/C.5 G13 - Sheet L1: (A) Vinyl coated mesh fence noted NIC, is to be provided. ' (8) Playground surfacing noted NiC, is to be provided. , (C) At flagpole, provide cast-in-place concrete base, 21-6" min. diameter x 41-6" mi.n. depth. Verify dimensions with flagpole manufacturer. Coordinate location of flagpole aith sidewalk paving pattern. ' (D) Change drawing date to 19 May 1987. G14 - Sheet A-2; (A) Change date to 19 May 1987. ' G15 - Sheet A-3: (A) Change date to 19 May 1987. , G16 - Sheet A-4: (A) At east and xest ends of cozridor 101, reverse exit light, and smoke detector locations, so that exit light is farther fxom stair. ' (B) Change date to 19 May 1987. G17 - Sheets A-5 through A-10, FS-1, FS-2, and F8-3: (A) Change date to 19 May 1987. ' SPECIFICATIONS - MECHANICAL CONSTRUCTION , M1 - Section 15300 - Fire Protection: (A) Article 2.10, Item G. Add the following sentence. The outdoor storage room shall be provided with a dry freeze-proof heada. ~ M2 - Section 15570 - 8oiler Accesso=ies: (A) Delete Article 2.02 in its entirety. Refer to Section 15515 for Chem.ical Feeder. ~ DRAWINGS - MECHANICAL CONSTRUCTION 143 - Dxawing M-1: (A) Room 109. Relocate thexmoatat from north interior wall ' to east interio= wall. (8) Room 106. Provide a valved and cappedl/2" cold water line in east mall , or room for ice make= connection. ' 320.135 , ADDENDVM #1 Paga 3 ' . . . . M4 - Drawing M-3: (A) Freezer and cooler condensing units are shoavn in ' receiving room No. 313, are to be located in Fan Room No. 401. ' ACKNOWLEDGE RECEIPT OE ADDENDUM #1 ON BID FORM. 1 ' t ' ' t , f t ' , ' ' , , 320.135 ~ ADDENDUM #1 Page 4 , . ' ~ ~wovs , OPQrG ~ ~ AOMJ CAP ~ xW.RA& ao sw"4t. ~ 1 ~1 ~ vt~tY6 t,a~rOD MCk~ 4 VINYL 40A41DD Q pOr.rs WAAcK so+.oso TmNtSiON tuv s ~Sionl NaoK+S, ' / ~ MVW?.tPC15TS Io~b.G. ~ i I . n ~'(I/M 1 fq0U5 ,j .Q r i / :s ' 1f ~ • ~ ~~F-est," 10" 1 Di &10 ~.,gft,s&j,4013 ALE~ 1 ~ a EIEMENTARY SCHOOL Hemmsl Gresn A Abnhemson Ine. oAre w ArcMlacta d En inss.a 3 JUNGE7 ' IIV E A G A N ~R asessessalear, ize+N+ivri"viace oa.3NO s WESCOTT AVENUE, EAGAN MN. ~ Y I 9VI ` Minnaapolls, Mlnnesota 5SM3 INDEPENDENT SCHOOL DST. 196 ' - ' 1 1 ~ , . - M4AS7 co~. FAX,IA Q 53 0 ~ ' , GRAVfa`/ &oHNCG'roh( PiArepttiti~ j tiorE. vwh , y = . w OI' PREGAFsT EL L4~'~ISS G Z 9ZS •2 r 6M 3/4-4A fOg. ~ W~r ?„6~x. WM.L ~ z zl; ~ 1t0oF Y iG 'I'GP of . a.y Wmv t~rn~ o~.k ~.i. 9Z4 •o btAn ~ i . GHUPTbfM +jw- I~~•ZA ' . ~ - [i 1140ev W/a,oMvon , rl l bL.EY~L f~~ CG 1~lgl.(, (~7M EA~iT 4J~S1 ~ ,,.mma Gfe11,,,,,,A.ffl„ri IM. E L E M E N T A R Y 5 C H O O L I?, A ArehIHeb 8 Enqinwn '`+y,kSME ( N E A G A N 45 f) sionge, gons a 7201 Hvmon Pises oaww winnmpdis.hunneeo4 ssroa 'WESCOTT AVENUE, EAGAN MN. A ~ COMMMO. i WDEPENDENTSCHOOL D6T. 196 3to13s aO ' • • . ~ 1 3 cL) 1 b ' • ~ p 1~~ b~.~o W t - ~ qlA(aoNAL DUPblrily ' • 22 6A GALV G.DSURE 1b"u1DE. , 1 . ~d.T~ GMU { ANGHOQ ~ 6" l ~ - ~ pF l.oKbsPr~N , ' ,yo1sT ~ 1 ~ -1 , . .I ' ' ' G11V fbz.;c+t'.T LOH6 4PM JOIgiT 15EA~Nl~ ~6Yt'IHA5IUM) ""`I 'Is-1=o' EIEMENTARY SCHOOL , HunmN G~ d ADraf~smwn i~w• oA~ . EA~j A~( Arehlleets& EnplnNn ,N . ~::~w 1201M`"nO"~"" °""""f'[+ WESCOTT AVENUE, EAGAN MN. 4_~R ' 1~ 1 Minna~aoIis.r~innswa INDEPENDENT SCHOOI D6T. 196 CAYY MO. m 320 ~ 1989 BBILDING PERMTT APPLICATION - CITY OF EAGAN • ' l SIAGLE FAMriY DWELLINGS INCLODE 2 SETS OF PLANS, 3 CERTIFICATFS SURVEY, 1 SET OF ENERGY CALCULATIONS NOTEs ADDRFSSES FOR CORNER LOTS - CO1PfRACTOR/HOMEOWNER MUST DFSIGN9TE WHICH ADDRESS IS DESIRED. NO CHANGFS iiILL BE ALLOWED ONCE BOII.DING PEAMIT I3 I33IIED. MIILTIPLE DWELLINGS RENTAL ONITS FOH SALE iJNITS # OF QNITS INCLUDE 2 SETS OF PLANS, CER'fIFIC6TE OF SUR1iEY - CHECH WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COtRMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS - PORT+4't3LE' CLASSV0om RtAl~n?NC. To Be IIsed For: 1a'S7R/c7 I9~o Valuation: ~Z, r~~~' - Date: ~ JUL 3 1 1g89 Site Address 154,:7- k~a7GO'7J /?~o OFFICE USE ONLY Lot r~,W ssiz3 Occupaney E-2 Bloek I Frrss t~e"^ed7 Zoning PF Parcel/Sub Actual Const V-N Bldg. Permit ;~96 Allowable V_ N Sureharge IL Owner T'ji 5~» # of stories i Plan Review I'+G / Length 36.E~• SAC, City Address r4yyS 7/4 Depth 24,00' SAC, MWCC S.F. Total FSo.• Water Conn City/Zip Code ~o5cmo~.-r7 rhu SSOlo Footprint S.F. q%o Water Meter Acet. Deposit I Phone yZ3- 77oZ 57c?4= On site sexage_ S/W Permit On site well S/W Surcharge ~ Contractor MWCC System _ Treatment Pl. City water _ Road Unit Address Z/ ZJ GLiFF D2iVC-- PRV required _ Park Ded. ~ Booster Pump _ Copies City/Zip Code Li~&e../ TOTAL U_3. 00 APPAOVAIS Phone Planner _ Council Areh./Engr. G,NAgtes No~.~C Bldg. Off. Varianee Address So~7L1 /Z,o5c.4 --7 Couneil City/Zip Code ZZo5cmoa?I ~lO Phone S y7. s - Z z-S~ NOTS: Sever 6 iiater Permit Pees and aeaount depoait fees xill be included in the building permit fee. Processing time Por aexer and water permits is txo days once a lioensed plumber has applied for a permit at City Aall. , ; , INDEPENDENT SCHOOL D15TRICT 196 14445 DIAMOND PATH . ROSEMOUNT, MINNESOTA 55068 ¦STEVE HANSEN 612-423-9402 " DIRECTOR OF BUILDINGS AND GROUNDS August 7, 1989 Mr. Joe Merchak City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: As you know, our district enrollment has been growing very rapidly for a number of years. We have been pursuing an a9gressive construction program to attempt to accommodate our growth. Despite our frequent construction of new buildings, we have not been able to keep up with the growth in enroll- ment and provide classrooms for all of our new students. One of the prob- lems is that the process of planning and construction of new buildings takes two to three years. We have been using temporary classrooms as a solution to this problem. When a new school opens, relieving the overcrowding at nearby schools, we move the temporary classrooms away from those schools to others that have become overcrowded. This is the case at Woodland Elementary School where there is a need to provide temporary classrooms until the opening of Pinewood Elemen- tary School in the fall of 1990. Currently, we do not plan to use any of these structures for any students or staff who have mobility-related disabilities. If this situation changes, we would provide full accessibility in any affected classrooms. Our ultimate intent is to eliminate the use of temporary classrooms. But until we stop growing, this will be difficult. Thank you for your consider- ation of this request. Sincerely, Stev ans n Director of Buildings and Grounds D35H/1 Merchak ~ &,~PROPERTY LINEr'----~ -;pERMIT 19 ~=~FTHISS - ~c~.~s-rlocrn N 0 T E: ex.sr..v~ we~a PORTABLES TO E FLOOR PLAN C PORTABLE CLC. PROTOTYPE I ~ a New s' wioc ~ eo.rc w.+ex. i ~ IJ 1` \ t 3 ' WOODLAND PLAY-GROUND ~ ELEMENTARY W SCHOOL w ' 943 WESCOTT ROAD EAGAN, MN 55123 ~ 1 ' Ex/STirt/G , / WFLX ~ ~ I ~ ~ I I \ _ ' i _ - - - - , CHARLES NOVdK A.I.A. ARGHITECT August 1, 1989 City of Eagan 3830 Pilot Knob Road Eagan, MN ATTN: Joe Merchak RE: Portable Classrooms, Woodland Elementary School, Eagan, MN Comm. No. 89017 Dear Joe: This letter shall serve as written conversation to our telephone discussion yesterday. The wood roof trusses shall be as specified on Sheet No. A-3, Division VI, Wood Trusses: Pre-fabricated, pre-engineered wood roof trusses designed to carry a safe superimposed load of 60 P.S.F. (40 lb. live load + 20 lb. dead load). The floor has been designed per 1985 U.B.C. Table 23-A-Classrooms: 40 P.S.F. uniform load with a provision for a 1000 lb. concentrated load at any space 2.5 feet square. If you require additional information, please contact me. Thank you for your caoperation. Sincerely, )&aa/ZT •4. Z#aaES Robert A. Rhodes RAR/fs cc: Steve Hanson, School District 196 14750 SOUTH ROBERT TRAIL - SUITE 200 - ROSEMOUNT, MINNESOTA 55068 (612) 423-2254 lMO T0: PAT GEAGAN - POLICE DEPT. ED SIRSCHT, SR, ENGINEERING 2BC8. CRAIG &NUDSEN, ENGINEERING TECH. TOM_COLBERT,_ DIRECTOR OF PUBLIC WOASS JIM STURM, PLANNING DEPT. JON 60HENSTEIN; ADMAQISTRATION SILL ASINSt ELECTRICAL INSPECTOR JOE CONNOLLY, A9TER DEPT. FROM: DOOG AEID, CHIEF BUILDING OFFICIAL DATE: At.~UI.tST I i I°~ Q°( The preliminary construetion ` plans for ~o'2TA$LE eL.AS~'4aD~1`!~ ~ Wo~~L~.NC E~~.M~~.N7ARY are in our plan reniew section for your reviex and comments. Please reburn this form to Joe Merehak w7.th your initialed camments and the date of review. Fallure to return form to Joe xithin Pive (5) daya will be oonsidered qour approval. If you have any objectioas to approaal of theae plans, it is your reaponeibility to aotify this depsrtment and reeolve any problems. Thank-you. /JS s~, f4h ? ~ ~ (Signature) Date) tl1~/~~'.~~5 / , lMO T0: PAT GEAGAN - POLICE DEPT. ED bI&SCAT, SR. ENGINEEAING TSCH. CR9IG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECfOR OF PDBLIC fiOEBS JIM STURM,_ PLANNING DEPT. 7JON 90HENSTEIN, 9DMINISTAATION 1 BILL 9KINS, ELECTRICAL INSPECTOR JOE CONNOLLY, YIATER DEPT. FROM: DODG REIDt C$IEF HUILDING OFFICIAL D6TE: AI.IGIA SI'" I~ I~I a\ The preliminary conatruetion ` plans for ~o2TA'$LE CLASS~'•~t+~ ^ Wo~DL~.UD T_-L_e~7,4RY are in our plan review section for your review and oommenta. Please return this form to Joe Merchak with your iaitialed aomments and the date of review. Failure to return foarm to Joe vithia five (5) days vill be considered your approval. If you have any ob3eotiona to approval of theae plans, it is your responsibility to notify this depertment and reaolve aay problems. Thank-you. /JS S3/ (Si ture) Date) CITY USE ONLY L~ BL ~ RECEIPT Sd SUBD. RECEIPT DATE: 8 0? / 7 1997 PLUMStNfi P£RMIT (COblM£itCIAL) CI1'Y OP E+4fii4N S$SO PILOT KNO$ RD EAfie?iv, N[x 55122 (612)681-4675 Please complete for: all commerciaUindustrial buildings muiti-family buildings when separate building permiu aze not required for each dwelling unit backflow preventer to be installed in commercial azeas or residential boulevazds Date: 29 -9-I Work Type: New Bldg. Add-on Repair _ U.G. Sprinkler Is Water Meter Required? Yes ~ No Water Fbw GPM To inquire if Pressure Reducing Valve is required oa new service, ca11681-4646. PEES u~ 1% of conuact price or $25.00 minimum Contract Price: $ x 1% _ s COMPLETE THIS AREA IF INSTALLING UNDERGROUND SPRINKLER SYSTEM Service: _ Existing (if coming off domestic line) OR _ New Backflower Preventer Permit Fee $ 25.00 $ Water Meter 1" @ $185.00 or 2" Turbo @ $846.00 $ b"'uew scvvice" udJ "'w aier Perntit $ 50.00 = $ WAC $ 780.00 = $ Water Treahnent $ 420.00 = $ Ciry Installed Tap $ 300.00 = ~ Permit Fee $ 6~5 State surcharge is $.50 per $1,000 of ep rmit fee or minimum of 5.50 per pertnit State Surcharge a 5eo Total Fee $ r~>2 S, S D I hereby acknowiedge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the Ciry during its normal operational and maintenance activities to the faciliries constructed under this permit within City property/right-of-way/easement. SITE ADDRESS: q`1 S w `Q ~''F' G 0-ft7 V.~t ~ OWNERNAME: ckeh, INSTALLERNAME: ~`n1 ~ Ib.Ci TsP • TELEPHONE ~3s-3 bt~~ STREETADDRESS: CI'CY: a ° ~ N5'~m+ ~ . STATE: ZIP: SIGNATURE OF PERMITTEE J]~- CITY USE ONLY COMMERCIAL PLUMBING PERMIT -1997 METER SIZE PRV Yes No Domestic Irrigation UTILTI'Y CONNECTION (APPLIES TO NEW SERVICE ONL]) $ REVIEWED BY: Building Inspector Date To determine meter size * See if it is indicated on back of Building Inspections card * Enter address in PIMS Screen 301 to obtain S&W permit # " Check PIMS Screens 1 I O(Remarks) • If gallons per minute aze less than 25, a 1" me[er will be required. If gallons per minute aze more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer ofthe system. Coosult with PWmbing Inspector if Licensed Plumber does not know GPMs. Before selline meter ` Check PIMS Screen 320 for aoproval of inspection results. No meter will be sold before all sewer and water inspections aze 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 ro Utiliry Billing Clerk. ' Enter meter size, rype, receipt date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miscelianeous Information * The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backFlow preventer. The Central Maintenance Division may be reached at 681-4300 for water turn-on. * If ineter is over 5/8", notify Cenhal Maintenance so they can tell you if there is one in srock before plumber goes over there. JS/Forms.blJ/plbg permit (comm) 1997 ~ . CITY OF EAGAf~ * m~ ~ ~°F * ; APrROVpa. oF PERrIr. : APPLICATION FOR PERMIT * INSPF7G4'IdDI OF SEFEt PNID/OR WAm * * TTA'TAT.7ATT0NS FIIId. PM BE $('HED- ~ SEWER AND/OR WATER CONNECTION ~Ltm Um'II• PEWT FIAs Em * . ~ APPxwm. . * * * » _ *#~*:~~*~#**.***#****,****:**#.x~:#,* , P ease Print ~ 1) PROPERTY ADDRESS: q1/rj' IA)ES uTl- 12nAl) LEGAL DESCRIPTION: . Lot B ock Subdivision or Tax Parce ID ) IF EXISTING SIRCClL]RE, DATE OF ORIGINAL BC'ILDING PERMIT ZSSCANCE: . pRESENl.' 70D1ING/PROPQSID L'SE: {Mon Year CODRME2CIAL/RE.TAIL/OFFICE ~ R-1 SINGLE FAMILY _ Q IPIDL'STRZAL, Q R-2 OL~PLEi{ (Ztvo Onits) ~ INSTIT[,'TiQNpL/GOVERNMENr ~ R-3 ZDWNiOUSE (Three + Units) ( Units) . Q R-4 APARTMENI'/COAIDOMINIUM ( Units) 2) ~ NAME:_ ADDRESS: CITY, STATE, ZIP: cST P.9L• /~~_/Y/~. SS 1 !7 PHOM: 3) For City Use . . PlUrtlbers L1Cel1S2: ADDRESS: S2o ~ Ronr r d~v ~ Active ~ CZTY, STATE, 22P: Explred Not recorded PxoNE:e1s7 -/o/o I tNAS2ER rscENSS# m~7,35 sta~~'Initial i 4) • i~• NAME= T~-,~o~_~o ,~.:e.~- ~ ~._._.P s~ ~-i9l - AMRES5: CZTY, STATE, ZIP: PxoNE: y2:3 - 9/f02 • : a • o• : . i ~ corNE.fiioN To ciTSC sEwm ~ corNEcrioN zn ciTr waTEa arm n • ~ PLEASE HOI.D APPROVFD PIIiNIIT F'OR PICK-UP BY ONE OF AHOVE i PLFI'SE MAII, APPROVID PERMIT TD 1, ZO 3. 4. AHOVE . (Circle one) _ .~a YY"N^/~~iy°•~l~~l~},a~m~-~mrs` 'T'~'~T-~-~_ ~~v~r~iYJFfa~l~-1. M 'T a i~ r~ ~ a• a~ 1• U• Ia ~ ~1./ l131 1 1 1 ~I J1' • ~ . i TOR -CITY USE ONLY PERMIT # ISSPED a 7 7 Pd w/Bldg. Permit FEES: ~ 15~7 < $ $ ~-`7;:~) SEWER PERMIT (INCLODE SURCHARGE) $ $ I~'S U WATER PERMIT (INCLUDE SIIRCHARGE) $ ~ $ WATER METER/COPPERHORN/OOTSIDE READER $ $ WATER TAP (INCLDDE CORPORATION STOP) $ $ SEWER TAP $ $ ACCOUNT DEPOSIT - SEWER $ $ ACCOUNT DEPOSZT - WATER $ $ WAC $ $ SAC $ $ TRUNK WATER ASSESSMENT $ $ TRUNK SEWER ASSESSMENT $ $ LATERAL BENEFIT/TRUNK SEWER $ $ LATERAL BENEFIT/TRONK WATER $ WATER TREATMENT PLANT SLRCHARGE $ $ • S G OTHER: ~ ~ - $ TOTAL . 77~ 77 RECEIPT RECEIPT DOES LTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? YES IF YES, THEN A"PERMIT FOR WORK WITHIN PUBLIC Q ROADWAY" MOST BE ISSDED By THE ENGINEERING NO DIVISION. LIST AS A CONDITION. SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED BY; TITLE: DATE: SUBJECT: SPECIAL USE PERMIT APPLICANT: WOODLAND ELEMENTARY SCHOOL LOCATION: 945 WESCOTT ROAD - ~a'• We ~ o t E s~lo o I EXISTING ZONIlVG: PF (PUBLIC FACILITIES) DATE OF PUBLIC HEARING: JUI,Y 179 1990 DATE OF REPORT: JULY 12, 1990 . COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION SUMAZARY: An application has been submitted by Woodland Elementary School requesting a Special Use Permit for the continued use of two portable classrooms. COMMENTS: The original Speciat Use Permit was approved at the August 15, 1989 City Council meeting. The permit allowed two portable c]assrooms located in the northwest portion of the building. The reason for the request was due to overcrowding in the school. The third condition for approval was that the permit be valid through the 1989/90 school year only. Further use would require reapplication, and so this application has been filed. If approved, the Special Use Permit shall be subject to the following conditions: 1. The portable classrooms shall be handicapped accessible, if necessary. 2. All City building permit requirements and building code standards shal] be met. 3. The permit is valid through the 1990/91 schoo] year only. Reapplication will be required if the applicant wishes to extend this permit. : . ~ , \ a`s , ' o rc : 4 !SW is cr M" u ~Ic V p O 6 sb MILL 37 ~cy r .uw Rr _ . _ - , f~MOFF~TV IJx[ MOTE.ORTASLES TO !E A REVE115ED FtOOR R 0F 1 ' BV VO T BLC CLASSPOOb I i /ROtOiYPE N-36 ~ e P° ~ Y \ ? WOODLAND Ox ftAy-mouxe ~ ELEMENTARY A , Q SCHOOL C o ~ ~ ' roxo ` > p y~ - i I SORYLL FlELO ~I \ " IIIIIIIIIIIIII i.`~i 1xI•rIw - I ~ NRIM ~I II I ; I` JI ! I LLL~ ~ ~ SITE PLAN ~ ;I naros J pLl WAI6N W[LL XtWnu Ca p-h~mr • r • /o w~ SmIM . • ' . ik0ta. . Yi.A.eer Suftw l36A14"..w ToriunioN~mhr R~n~sNum4r SenvnNa ir~c~m 1.wELLDEP~HImmWwaal ° 027 " 23 w 7.4 SW° A7I~' ~i Grout Well a. 10-29-8 ' Pw.k. ~ti IT.~i+n i.nn IWd Ima..am v Sun~ MWm. ~M CnY d Wdl Is+u°" 5. 041L04G METNOD . . ~ lOl'~EMieW . 40 Yl 70 Pir" 10.]UW I~K14'M?~~~l11111EIMnqw,111•.Z,• . kfl[11~TIV ~vliIkDIM. 20"IOWfVd SOAV . . 9011Ofd . • t . M . ]ONaaO , . 6Oleud 9OPo+aaWw AOCiim N.m~ ' w soWLur+crtuIo -r. , . . . . . • ' ,1.L 7.USE ' ' . ' + ~ ~ E ' F~ ~ ~ IO Domntic ~OMmiwnN ' eOXe.itaAO'.i.. l . a~ Numen 701n1¢aion 50 NNS ' 9O IMuun ~ ' 1 • i ' ~ r ' ' ' ~ ~ ^ 70 Tm wdl , ~ bO Munwwl loo CunmmeW 70 u.ConaWn,M. 1 tl. CASINL D~. L~2SOU' NEIGHT:AbrNesb.' ~ . t M1tUYCMiYOwNEi'SNAME IO84at 10ThmWed . SuNa 1~.-.. ! i7 M. S. Constructi.on ~ :a G.W. so w.~a.e . ' o„w sna? r.._ na--. . ' r945. Wescott Road w,.%oc,o~ 30 nwK sa ~ ~"~lllIl. in.m h. WeV~~ IO~nt: ~n I~J~; gan, {OIDi HAND E55 F FyOM 70 in.lo ~11. . Wei[M le~ql. .~n lo.:-Jc fU11MA710N LOG ipNMATION to ji, ~ in m h. W<iM . r ~ . . ~ . ~ 120' De 91, SCPEEN Qrapn ro~e ~ . . Grout'Well 4"~Well A r x MaYr ~ . . ~ . . . TYW S Hrs Iabor 2 Men & Ri ~,w ~G 6 Ba s Cement , . _ . . . . 10. ST~TIC WATEX L VE $B :.:n2litOLt2 n.00rmw O~ro.< 0.uMnw.N . I~na wA~ce . • I I. PUMPING IEVEL Ibbw UM wdwl FG.m.'. ' ~ " I~. a0ei' ' b~ WmPN ' ~~'p'~~'• , . . . , ' . . . . Il. HEAD wEtL[OMMETION . ' . , ~ . . . ~ , ~ • ' - 20 6armem dhn., : 30 M krl lt" AOwrnounC ' . . . ? . . . 10PuuKO~iNPa~ ' . . " . . t] WELLGiOIfTED! . . . . ' , ' . . , . OYw OPo . . • . IONai[rment 73 Bmtatiu30' , • ' . ' ~ , ~ Grom mnaul ' . . Irwn . . " , . Il NEAREST SDURCES OF POSSIBIE CONTMIINATION , ~ ' ~_Is~ ~~dioaion ry . . . . Wf110iMn1¢tdYYam mmVUnn! OYO OW . . 15, PUMP , - . . . . . . . . . Dw inu,14d ~ . . ' aNain~WW ~ . - , - . delnumLw HP Ma ' . . . LMh d diW PPe 1t. uDaciq 4Rw:'. ~ TYR' 10 $uMurYEY - 37 LS. Tur01pr `+O WdPmt~n{ . 40 [minlupl , 60 . 16 EXISTING WELLS Vnuwd all m PpPmy} aYn..•. G 7b ; :S 'ponry O~ Na e.ad Uv ~ urod M..i. Jwdid ~ . AE~MOnd O h..iriu O Tem ~ pMtMAXKiEIi.VATION.SOUPCEOFOATA.nc . . . ~ .~y.WATERWELLCONTRACTORSCERTIiICAT10N. . ~ . . TTi, rNl w.. A1dkd undn m11unW~+ion 'nG tl~' rayori i~ Irve te tM 44i W mY r ~ . . . , . . . ( ..~:+r. ~ . , . . trowl~d?e ~M Oelid. r . !l'1N Sm~fx"l A~~'TT DRTI,LTI~v' CO i'T~17Z . ~ . . Linw Bw.u~ Nor . lumr AY n.pf_ l f1=29_g ~ neprt+enmm ~ . . . r' t'~a~ . . ~ . ' . N.~daa4. . . . . . . . . vv. oou ur~ aau wrm~ncm~a.. inAx _...w._ NORK COPY ~6I/ Cc)u~ Contract No.: Project No.: Submi[tal Date: i CITY OF EAGAN SEWER & WATER PERMIT RELEASE FORM PRO.IECT DESCRIPTIDN: rJQwd?f1/ Ce.~Do ~ Substantial Completion of Sewer 5 Water 120 Date of Occurence STEP I: PERKISSION TO HOOK UP SANITARY SEWER WATER MAIN Z{ Lines Laoped and Acceptable ~ Properly Chlorinated 6 Flushed -~4 Deflection Mandrel Test Passed ~ Entire System Pressure Tested ~ Manhole Struc[ures Properly Constructed p r' , F,}, r C it Tested (cstg, fi cover, rings, cone, 1 ft.sections, All Valve Boxes Acce-,,sible, final rim setting, S build and invert) traight S keyed ~ Infiltration Test ~,A-11 Valves 0 ened A prop. IAll H~&et t_~o Proper Grade S°RVICES ' _ All Wye Locations Confirmed _ All Curb Boxes Exposed, Se[ to Proper Grade 6 Marked w/Fence Post ~OMMENTS: ,~alve~ ~-Av~ hqAva < yL~ fiv he TeAPdcd STEP II: FULL USE PERMIT (OCCUPANCY) _ _AMA~- e K a STORM SWER STREETS _ Lines Lamped 6 Acceptable Material Tes[s Checked 6 Passed _ CB Structures Properly Constructed(cstg 6 (Conc, compressive atrength 6 Air cover, rings, 1 Ft. section, invert, final Content, Bitum. Extact 6 gradation, cstg, se[ting 6 build, DL-DR correctly set gravel base gradation). rings S cstg. set in full bed of mor[ar) Utility Structures 6 Lines Clear 6 Free _ Aprons, Dissipators & Rip Rap properly install of Debris S Gravel (Gate Valves keyed) coMMENrs: •S~t?v. <PAaPf npw(Ai` ~~ST 1)DP~ PP~S 4D h2 C l;Wl(11Q~Qc~ RECO-NiMENDATION: I herein verify that the tests and inspections indicated above have been sucessfully comple[ed. Any deviations or exceptions are described in my comments. With this considered I recommend [hat permission to hook up or permission fo occ. pancy b~granted as appropriate to the above indications. ~ Signed Pr . ect s ctor Confirmed by: u c or s e rtment White - City Pink - Projec[ File ~104cow - Inspec[or minnesota department of health' O 717 s.e. delewarest. p.u. box 9441 minneapolfs 55440 (612) szasooo Jlme! ).9~ 2"7 . ° IndecendenL Schbol 91strict. ,af', c/a R. J. Rehwdldt, SuperlntenAent 14445 Mamortd PAtA . s ; . . . Resenronnt,.±dtnnesota 55454 ~entl~rt/ladies•. . , SURJEf.T: ?1rMdieM fee' lTreia" Selreol.. Ea9I4. M4f"040l0r>•, r . 71339~ _ ~ . ~ t,pnrsenc:lesie? a cony bf our' report c6Verihq an eicaminatdah ef p1anz and spocit'tGattens qP the bAove-f}!lSi9fldLoQ ATQJect. A set of the identifieri plans end specificdtions is also Aeing returned to youu. IT IS THE PROJECT MM`S RF.SPLMISIBILZTY TO P.ETAIiY THE ?UNS AT TNE PRO.JffCT . LOCA1'Iflk. . , Your att=nt9on is dtriltted to the attachwi aLatenelst perLalning to " 9r+epectfon of the oiumbinq. It is impnrtant that ae recetve the.tnfor- mnr.{orr inOicRterf +n 0"de- that fihe necessery insvection rtray De made. Tfie plar.s and specificat4ons appear Lo be 4n genara] tanfortnance with - t" otandardS Qf this 8enartwmt, lihen the lsroject ts completed, please compunicatg wlth an Envirnnmental Heatth sanltarian 1n our Metropatttirt Offite 1n Mtnnsadolis (612l623-S33$), in orAer that tdey may meke final iesPectlan. If you heve any questions !n regerQ tn slumhieg insaectlons, ptease . contact Donald Stanley at 612/6?3-532A. If ,you hare any quesCions in reqard .to the 9nfarmation containeA #n thts reeort, p1GgEA ContaCt J4hrt $e*r.Y aC.bl?/623-5357TEtF. _ . S1nCerC1Y Yours.` . , . . . A~rx'L. EhgtuelA, P.E.. Ghtlt . Section of ltater 3uPpiY. ane Eagineering 6LF:MRBtJEBigA ' _ cnctosurea Cc: Ntmmel, freeit ADrnhdmson. InG. . . . Rfi^. k1111faa Addms, Plar!bing.inspector DeparMtent ar Educatlon an equal opportunity employer . ~ MINNESOTA DEPART"iENT OF NEALTH Division of Environmental Health REPORT OF PLANS elans ana specificationa on _ PlumbinQ for Elementary School in Eagan tocacion Eagan, M1nneSOtd • Date Examined June 17, 1987 Prepared and submitted by Hamnel, Green, Abrahamson, Inc., 1201 Harnron Place _ Minneapo9is, Minnesota 55403 nace Received May 28> & June 12, 1981 ownershtp - Independent School District 8196, c/o R. J. Rehwaldt, Superintendent 14445 Diamond Path, Rosemount, Minnesota 55068 Seope - This examination is limited to the design oE this particular project:only inaofar as the provisions of the Minneaota Plumbing Code, as amended, apply, and doea not cover the vater supply or sewerage syatem to ahich this plumbing sysiem is connected. The examina- tion oF plans is based upon [he auppoei.tion that the data on vhich the design La based are correct, and that necessary legal authority has becn.obtained to conetruet the project. The responaibility for the design of structural features and Che eEficiency of equipmen[ must be taken by the project deaigner. Approval is contingen[ upon satisfaetory diapoaition of any requiremen[s included with this report. Inapectioua - Special care should be taken to inaure that the material and inetallation of the plumbing system are in accozdance vith the provisions of the Hinnesota Plumbing Code. It is necessary that the State Realth Department make roughing-in and final inapectiona of the plumbing system Co determine whether it complies with the Code. Provisions should 6e made for applying an sir test at the time of the roughing-in inspection as outlined in Minn. Rules p. 4715.2820 of the Code. In order to facili[ate this vork, there is attached a self-addressed card vhich ahould be zeturned, indicating the name of the plumbing eontractor so that arrangements can be made for the State Aealth Department to be notified by him as to the time that the inatalla[ion vill be ready for test and inspections. No acceptance of the plumbing inatallation can be given until inspection and test of the raughing-in work (Minn. Rules p. 4715.2820, subp. 2), finished plumbing (Minn. Rules p. 4715.2820, subp. 3), and inspection of the comple[ed installation by a represen[ative of the State Health Department indicates complianee vith the provisions of the Code. Bequirements - (OVER) Authorization for construction in accordance with the approved plana may be withdrawn if construction is not undertaken vithin a period of two years. The Eae[ that plana have been approved does not neceasarily mean tha[ recommendations or requirements for change will not be made at some later time when changed conditions, addi[ional information or advanced knowledge make improvements necessary. Approved by: Milton R. Bellin, P.E. John E. Barry Public Health Engineer Engineering Aide Section of Water Supply Section of Water 5upply and Engineering and Engineering (612/623-5517) (612/623-5357) ~ Requirements: 1. Sillcocks and wall hydrants shall be provided with a separate inside valve connection (see Minn. Rules, p. 4715.1800, subp. 7). 2. Island vents must conform to Minn. Rules, p. 4715.2650, including the use of cleanouts. 3. The water distribution piping to the three-compartment sink must be . sized to 3/4 of an inch. 4. Verify that the water service piping conforms to Minn. Rules, p. 4715.1710, subp. 2E, referring the crossover point of the water service and the building sewer. 5. Verify that the fixtures used in the kitchen area conform to Minnesota Plumbing Code. Specify manufacturer's catalog numners. ~ ~ .y. . , . . . . . . i. . . _ . i .STATEOFAIINN&SOTA Building Codes & Standards Division FOR OFFICE USE ONLY 408 Metro Square Building Project:Nuer~ber Date 7th & Robert Streets r ~ St. Paul, Minnesota 55101 $mountlfChec~C Checktvmberr/, (612) 296-4639 18+ Received "y... Construction Cost Department of l/ $ Administration C t+ort r0.uthorizat4i APPLICATION FOR PLAN REVIEW CONSTRUCTION AUTHORIZATION BY STATE AGENCY OR LOCAL GOVERNMENT Project Title City, County Construction Cost $ Name of Architect/Engineer Firm Phane No. ~ Address of firm City, State, Zip . , NEW BUILDING EXISTING B ILDING ALLOWABLE FLOOR AREA Type(s) of Construction Type(s) of Construction Basic Allowable Floor Area Occupancy Classification(s) Occupancy Classification(s) Increase Over One-Story . Number of Stories Plumber of Stories Increase For Open Sides Sq. Ft. Per Occupancy Sq, Ft. Per Floor Total Floor Area Maximum Allowable Floor Area Total Floor Area Yes No Rated Area Separation Wall Rating(s) i Corridors Yes No Change of Occ5ancy Separation Rating(s) New Building ~ Occupancy Area Separation Yes No Sprinklered for One Addition X Walls Hour Construction , Sprinklered for Area YSprinklered Sprinklered Increase De519f1 l08d(S) US@d' Addkionallnformation UBC Chapt. 23 oU I L`~ Nc7 v.i Go 4 o PSF ~~IQ u cMbI c. w1 rjv _;~:2 C, GDJ: ,o nP~ ~":C l~~T~II ~ N15 : 40 P5 ~ "(;i~'~~,^,'/~~ ~'~/~5 • . i i i ARCHITECT/ENGINEER: As the plan preparer I hereby certify that reasonable care has been given to compliance with a licable laws, ordinances, and buildin codes relatin to desi n. Name (Print) Signature Date Minnesota Registration No. BC-00049-01 18/861 Building Official City of Eaaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Date: 4 H RE APR A 31p1'1 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2012 COMMERCIAL COMMERCIAL PLUMBING�PFE-R-MIIT APPLICATION Fl�l SAQX7 1 a Site Address: Tenant: Woalla,M i • Suite #: J PROPERTY Name: IS j//�� lf Y,, 1"/ Phone: CONTRACTOR Name: ? — License #: U-01555 --PAII �jp A Address: 1110 Y 1Ii a ni Ci y: I l State: g'// V Zips/CW � �1j .'moi.. Phone: IJ�,.JI��o�' �� Email: j II Mill ,yam � � v��: l� �U"Y i ��TYPEOF NORK New Replacement Repair ix. Rebuild _ Modify Space _ Work in R.O.W. _ _ _ Description of work: MIT TYPE COMMERCIAL Irrigation System (_ required New Construe on K- Modify Space by Public Works) picking up meter. yes / no) (_ RPZ / _ PVB) • Rain sensors • Avg. GPM Meters Call (651) on irrigation (2" turbo required systems unless smaller size allowed tests passed prior to 675-5646 to verity that Domestic: Size & Type Avg. GPM Fire: 1 Flushometers Yes _No High demand devices? _No COMMERCIAL FEES: $60.00 Minimum (includes _Yes $5.00 State Surcharge) OR on ALL new buildings and boulevard irrigation systems 3 than $10,010, the surcharge is $5.00 $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee Permit Fee requires a $5.50 surcharge) Contract Value $ x 1% Required - If the Permit Fee is less = $ Permit Fee $ Radio Meter Read $ Meter(s) - If the Permit Fee is > $ State Surcharge (i.e. a $10,010-$11,000 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 =s 1,20,00 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.gopherstateonecall.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 pla Applicant's Priryfed Name Page 1 of 3 �' y " FRt' ' Sf+"a '� - �'.. 4 ; -0 7 - , ., w` i:.e � 3 a 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov MINNESOTA 7EP.ARTMENT OF LABOR Ek INDUSTRY PROJECT JURISDICTION AGREEMENT BUILDING OFFICIAL: Date: 6/10/2016 City of Ro mount Building Official Alan Strand 2875 145th St W Rosemount, MN 55068-4997 Project: Location: E . ► 55123 Address: ISD 196 / WOODLAND ELEMENTARY 2017 ADDITION (651) 284-5005 1-800-342-5354 State Plan Review Number: BLD1606-00048 Date Received: 6/9/2016 Building Official: Pursuant to the Municipal Delegation Agreement between the Minnesota Construction Codes and Licensing Division and the CITY OF EAGAN attached is a copy of the notice to the Architect / Designer of the project described above delegating building code administration to your office per agreement. Sincerely, CONSTRUCTION CODES AND LICENSING DIVISION Jerry Norman Supervisor Building Plan Review GN:jh ENC This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov MINNESOTA DEPARTMENT OF LABOR 8e INDUSTRY PERMIT JURISDICTION AGREEMENT ARCHITECT/ENGINEER: Date: 6/10/2016 Nick Marcucci Wold Architects & Engineers 332 Minnesota St Ste W2000 St Paul, MN 55102 Project: ISD 196 / WOODLAND ELEMENTARY 2017 ADDITION Location: EAGAN, MN 55123 Address: 945 Wescott Rd State Plan Review Number: BLD1606-00048 Date Received: 6/9/2016 (651) 284-5005 1-800-342-5354 Pursuant to our Municipal Delegation Agreement between the Minnesota Construction Codes and Licensing Division and the CITY OF EAGAN BUILDING PLAN REVIEW AND BUILDING INSPECTIONS WILL BE DONE BY THE CITY OF EAGAN Please submit all plans, specifications, and appropriate fees to the CITY OF EAGAN. You must follow their submittal process and fee schedule. Please refer to our State Plan Review Number for their tracking purposes. Please be advised that this Permit Jurisdiction agreement is NOT an agreement with the Minnesota Department of Labor and Industry (MNDLI) Plumbing Plan Review and Inspection Unit. Plumbing plans, specifications, and appropriate fees must be submitted to the Plumbing Plan Review and Inspection Unit. For additional information concerning MNDLI plumbing plan reviews and inspections please visit www.dli.mn.gov/CCLD/Plumbinq.asp Sincerely, CONSTRUCTION CODES & LICENSING DIVISION Jerry Norman Supervisor Building Plan Review GN:jh C: City of Rosemount Building Official, Alan Strand This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer Minnesota Department of Labor and Industry t/ivConstruction Codes and Licensing Division i p i Building Plan Review t 1: 443 Lafayette Road North +:J jai On-4 St. Paul, MN 55155 -, � Phone: (651) 284-5857 www.dli.mn.qov/CCLD/PlanConstruction.asp MINNESOTA DEPARTMENT OF -EA.-8G _& INDUSTRY Initial Application PROJECT` INFORMATION PROJECT TITLE Woodland Elementary 2017 Addition PROJECT LOCATION (number and street name) 945 Wescott Road PROJECTED CONSTRUCTION VALUATION $1,342,000 COUNTY Dakota PROJECT CITY or PROJECT TOWNSHIP (Enter only the city or township, not both) ❑ Check if outside city limits v.... Man.. OWNER (OR STATE AGENCY IF APPLICABLE) (OR ISD# IF APPLICABLE) Independent School District 196 CONTACT PERSON Heather Nosan ADDRESS 3455 153rd St. W PHONE (651) 423-7591 CITY Rosemount STATE MN ZIP CODE 55068 E-MAIL heather.nosan@district196.org DESIGN FIRM Wold Architects & Engineers PROJECT CONTACT Nick Marcucci ADDRESS 332 Minnesota Street - Suite W2000 PHONE (651) 227-7773 E-MAIL nmarcucci@woldae.com CITY Saint Paul STATE MN ZIP CODE 55101 PROJECT TYPE (As defined by MN Statute 326B.103 Subd. 11 and Subd. 13) ❑ State Owned - A building and its grounds the cost of which are paid for by the state or state agency regardless of its cost. ✓❑ Public School District - A school district building project or charter school building project, the cost of which is $100,000 or more, State Licensed Facilit A building and its grounds that are licensed by the state as a: 0 hospital, Li nursing home, ❑ supervised living facility, 0 free-standing outpatient surgical center, ❑ correctional facility, ❑ boarding care, ❑ residential hospice. If your project is not licensed specifically as listed above, the project is not under the jurisdiction of the Building Plan Review Unit. CLASS OF WORK New Building Construction Addition Remodeling Sprinklers ❑ Yes ❑ No ❑ Partial ❑ Permit Only (submit documentation from regional building official) ANTICIPATED START DATE 10/01/2016 IBC OCCUPANCY CLASSIFICATION(S) E PROJECT DESCRIPTION Main Office Addition IBC TYPE OF CONSTRUCTION IIB APPLICANT INFORMATION Upon receiving this completed initial application, we will confirm proper jurisdiction for the project and assign a project number. We will notify you in writing of the project number, where to submit your documents for review, and how inspections will be handled. If delegated to the municipality, you will need to follow their procedures and fee schedule. Otherwise our standard application process will need to be followed. I completed the information on this application and understand that it does not authorize the start of construction. APPLICANT NAME (PRINT) Nick Marcucci APPLICANT MAILING ADDRESS 322 Minnesota St. - Suite W2000 APPLICANT SINAI RE CITY Saint Paul DATE 06/08/2016 PHONE (651) 227-7773 STATE MN ZIP 55101 E-MAIL nmarcucci@woldae.com FOR OFFICE USE ONLY ❑State ❑Local isp. [Local Both 1(0O(U -�l (8 BLD- "( This material can be made available in different forms. BCS 01R (1/14) quest, call 1-800-342-5354 (DIAL -DLI). ' • y • • f Use BLUE or BLACK Ink *14 For Office Use Li City :::::ee I . SLID 1411 : �� 3830 Pilot Knob Road Eagan MN 55122 Date Received: 1a fd-k.0 `I Phone: (651)675-5675 Fax: (651)675-5694 Staff: 2016 COMMERCIAL BUILDING PERMIT APPLICATION )t'1 Date: f !G'� Site Address: 945 Wescott Road Tenant Name: `C) DLA'. b f r.t;eN4 i (Tenant is: New/ X Existing) Suite#: Former Tenant: ISD 196 651-423-7715 Name: Phone: Property Owner 3455 153rd Street W Rosemount, MN 55068 Address/City/Zip: Applicant is: Owner X Contractor Type of Work Description of work: New 4000 square foot addition and secure vestibule Construction Cost: $1 ,075,000.00 Name: Wenck Construction License#: CM Format Contractor Address: 7500 Olson Memorial Highway City: Golden Valley state: MN Zip: 55427 Phone: 952-831-5708 Contact: Greg Koba Email: gkoba@wenck.com Name: Wold Architects and Engineers Registration#: 20155 Architect/Engineer Address: 332 Minnesota Street Saint Paul City: State: MN Zip: 55101 Phone: 651-227-7773 Contact Person: R Scott McQueen Email: smcqueen@woldae.com Licensed plumber installing new sewer/water service: Phone#: NOTE:.Plans and'supporting documents that you submit are:"considered to:be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to " conclude that they are trade secrets. 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.ctopherstateonecall.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, d • k is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which re. ires - r- -ew- d approval of plans. x Greg Koba x • Applicants Printed Name = • scant s Si•nature Page 1 of 3 A T P yc- LJ r R . DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration—Apartments V Commercial I Industrial _ Accessory Building _ Exterior Alteration—Commercial _ Apartments _ Greenhouse I Tent _ Exterior Alteration—Public Facility Miscellaneous Antennae WORK TYPES New Interior Improvement Siding — Demolish Building* V 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 Valuation I / 07‹,4041,--- Occupancy f MCES System Plan Review , ✓ Code Edition 20(S MBG SAC Units i f ei'7C'L— (25% 100% `//) Zoning /Y. City Water .77 Census Code Stories Booster Pump #of Units 4 Square Feet PRV #of Buildings f Length Fire Sprinklers r./ Type of Construction 21•B Width REQUIRED INSPECTIONS Footings(New Building) /Final I C.O.Required Footings(Deck) V Final I No C.O.Required Footings(Addition) Other: 17 Foundation Foundation Before Backfill /Pool:_Footings _Air/Gas Tests _Final Drain Tile V Siding:_Stucco Lath _Stone Lath _rick_EFIS ✓Roof:/Decking 1/Insulation /Ice&Water "Final Retaining Wall ✓ Framing 30 Minutes 1 Hour Erosion Control Fireplace:_Rough In _Air Test Final Concrete Entrance Apron 1 Insulation /Meter Size: Sheetrock ✓ Electronic Plans Required Windows / Final CIO Inspection: Schedule Fire Marshal to be present: '' Yes No Reviewed By: em(fo, , Building Inspector Reviewed By: 5A- -14 T, , Planning COMMERCIAL FEES Water Quality Base Fee L Z54 .75. Storm Sewer Trunk Surcharge 530. 610 Sewer Trunk Plan Review 4066 .sq Water Trunk MCES SAC -/ 1$5 • W Street Lateral City SAC /( G • "-a Street S&W Permit&Surcharge Water Lateral Treatment Plant g4'i• A° Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication TOTAL: 4/�I 3i/0. tkq Page 2 of 3 !MIS USE:.Letter Reference: 161103A7 Address ID:27445 Payment ID:397307 f` n6 Date of Determination: 11/03/16 Determination Expiration: 11/03/18 Greetings! Please see the determination below. Project Name: Woodland Elementary School Project Address: 945 Wescott Road Suite#/Campus: na City Name: Eagan Applicant: Greg Koba, Wenck Construction, Inc. Special Notes: addition Charge Calculation: Office: 1502 sq.ft. @ 2400 sq.ft./SAC=0.63 Meeting; 339 sq.ft. @ 1650 sq.ft./SAC=0.21 Total Charge: 0.84 Credit Calculation: na Total Credit: na Net SAC: 0.84 —or— 1 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at: cors.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx 390 Robert Street North St. Paul, MN 55101-1805 PMm&.651 602 1000 , Fax 651,602.1550 I t [Y '91 0904 ! metrs�.r un il,orc, METROPOLITAN �� rcr.�7 t�ar�a�r't1 rri ,f�2} :,L'D EOW-- JAN 1 9 2017 , ,\ C-` Use BLUE or BLACK Ink For Office Use Pe::e: Iy ��"� PJ _��q 3930 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)6755675 Fax:(651)675-5694 Staff: 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: fl /I l�/.. Site Address. ' V ..` 2 3 /<f 5{ev -7- l- 70 rt. c`;? >. i Tenant: t}O,)r? L.--4v 0 2�G= ?6 "7`rd4.U_/ Suite#: I Sittlirnaitilli i —" Phone: t`,Sf" F __5:. Yw Name: :�.�, 17 .� Ilagentain ,� - se �% - - f r - -- - Nam ,Y v- f 1 - ri�CO�iltt'wGt rte= --=--_ - _�..-:__= - Address:,'?c,� �.y�s�,�.. �jurr� ��.F;�e. la City: :�S r��r�ic�,Yr� t"�r�w��r" State:,/�;�' Zip:,..5-5-5/3 ;x:> c c Phone: �, �^ ��G:,3�� , ,5 f t � Email: �?Lierw`�4r, �*°�I��cr.�.�r<Dt�1• �L.1-srtri �.v 7 ElaWairq-WISA:'.Aa .X New Replacement _Repair _Rebuild Modify Space Work in R.O.W. Ez=Ty etafV1:40 Description of work: - _ u:. :4` COMMERCIAL : New Construction _Modify Space - - - - - Irrigation Ion System yest no RPZ PVB) �'= • Rain sensors required on Irrigation systems Oit , eT • Avg,GPM (2"turbo required unless smaller size allowed by Public Works) . . �____ _ u - Meters Call(651)675-5646 to verity that tests passed prior to olckine up meter Domestic:Size&Type Fire: 1 - =- -- _ ~ _=-=-- Avg.GPM High demand devices?_Yes No FtushometersYes NO COMMERCIAL FEES Contract Value$ 31 7.9z1.00 x.01 $60.00 Permit Fee Minimum =$ 36,7,4 '1 Permit Fee $60.00 PVB/RPZ Permit(includes State Surcharge) $ d 13,p--IO Surcharge Surcharge=Contract Value x$0.0005 s if the project valuation is over$1 million,please call for Surcharge =$ 311 TOTAL FEE Following fees apply when Installing a new lawn Irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts, $ Treatment Plant $ Water Supply&Storage $ State Surcharge . =$ 3 r e, . .' `7` TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. 1 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. r ,v x 726 . t..r`�if ,,,,,z .,.:1'L"✓<c:: x ,,-/-4/:--- v' '.. ,,,e>// /7-�:..'e---. ..,"/ Applicant's Printed Name Applicant's Signature Pgt O OFFIGE_US.E.. __.. ._.�. . .. _.._ , ._:- Y.._. ._ ... . roved.,B. .._w_ .:�.� _ -,.-,° - - .. ..-_. ... -__ �- _ ._ .. ._-. . ._:•_—.. _-. ._.._.-. .. � :.C. .�:,-..:+.ter :k`+: - - - :�_..__.:_......:........�.�.._. ....._-^_ ,.__'<-___ ....:.:.-..- �...-....;-.. _...-,..__,:, - -�.v=..:.:..vim'" - - - _ �.�>_ ... ,:_ ... * ... _ .:..��::w.... ter.. .::x��ro• �. - aha - - - - =:Gas'T'l;e l.a1_� �:=`.PRV�:Re'�u1�8d �°�_ _,......_-=,- - aired-Ins tions._.-_--..-:�_-_.,.��Undec:GCaund===::•:��`ou h-1n_<. �`�.�%ir�3 - _ - - - - Re ..- C _ w:x-, _.. x„. .:..........est.,.;, .; st�. n _ .q, ;.-�:_;. _ .ft:., .�.._.� , ate. .-.^..._..�.:...,. . _.” .. .-�. - - - - - - ,MeterReiated Items Meter Size' x RadiozRead m . Manometer Staff .`�� .. „r v Page 1 of 3 ENTERED JAN132017 Q 11Dri ( 51": Use BLUE or BLACK ink d ::::° Us?, i L� *City E �}all JAN 191017 G l !mC‘ 3830 Pilot Knob Road Permit Fee: 1 I- ') Eagan MN 55122 Phone:(651)676-5675 Date Received: Fax:(651)675-5694 Staff: 3 2017 MECHANICAL PERMIT APPLICATION Q Please submit two(2)sets of plans with all commercial applications. Date: //CO Site Address: 9175 t'/K=4're-0 .- AO /---;:"9.64 1 Tenant: WO 01>6....40.--• t4-117-7.rvt 02-1-Al 12 , Suite#: RtRitaiSAMIAtiVe f Retdenf7Ovtrner Name: ..-,2-- /) # /',9 Phone: 6.5`/- 5'C?3-_ 7'7a -,-,-4,,-04.474-,,,,,,,...,-,,,,,,,m''SO4.11. City/Zip:J /?. /� . .53-0 f ', Address/ a S "'` '� k -,ke- - -. ,- Name: f.L!/Ytrt-r7.5' /7).7/-7.7..z-i-1--5 License#: P ',-'t 13 d1, 94r . C_ontractor, Address: iiEf// �/c' �• :34 i--fo City: :l.- - '4 ,1 1- 1 ^U^ �d t_.� 4e//9� 91P� �.d� [..� f/y:.la j. ;f .• (J'C po gn w; State: /?"A Zi a if..3c"> Phone: 6:10.3) yr?C:%-moi' 4,7 �:� Contact 41/ivy( l,.)rvf,►7-4:4-2- =rc Email14E; .�i ` /z- „,k,t e,r_s',/Tc P e'=0.4r Fkar'ti:tom- ,��Zn_"• ..w'.Fitu:. ��W ' "} ' �V New Replacement r: Additional Alteration Demolition Ty..peeof Wor.:ki Description of work: ---v:f--?,y , rte, s.. 35�.�.-':�x.�:sz-. s--a`-�''��'`.:�:r� ��^�.-.' -,-4,‘6.�,:r€'�.�� ;�A«"... Pz;i��c°�......,.er��,fr•=:.'- :��.�.�,.....�� = -..: "'.a.''=X�W::;_ : .-} -;-` `-"NOTEM Rooftir ounce andti ronmoue ted me t nical ui met p re uired a E e±sc..eenedfb. CItn; o:-..---43-01.... x,,.., ., .:yG„,__ --.>, .g,z-,w _ a. ---c,‘,..---,.._..---_,-,--,-'--._. -k- -:i.__-,-,} =.x P> Codev&Pr asgrco-itactt a as iica ins actor for informatin per1ttdretreentng memo- �.,<:-�.. j.. }-�=:�..-:.-=.ad:a'.��. 3e.. ...<r�.r--.- ... .ar"'.�,. --,t-�-.a�,:�.:z,a_-.x�*.�c:rx;er.'�s,,,�r:.�s:.cc �s�t;.x:.'�E�' • y ._. • - RESIDENTIAL COMMERCIAL If*wrZa'tv, a Furnace New Construction Interior improvement ��„r yam--^- --��•:.�� .— ype `_ Air Conditioner .t � �� ,� Install Piping Processed a Peritrit Typ-i-M -1 — .. f.` .' -v�; °'""� Air Exchanger >.; �k- �" `'�`�a= Gas .�Exterior HVAC Unit a .;; -:,� HeatPump -w--4.17.,,,,0- a -c. ' i' Under/Above ground Tank ( Install!_Remove) : :;; - =.1- = , Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$ /i.'C.,d'?.0q.:= x.01 $60.00 Permit Fee Minimum $75.00 Underground tank Installation/removal,includes State Surcharge =$ /06.: ; 4, I Permit Fee 3 Surcharge=Contract Value x$0.0005 =$ / Surcharge If the project valuation is over$1 million,please call for Surcharge =$ •/7/5-.> 'c'. TOTAL FEE I hereby acknowledge that this Information is complete and accurate;that the work will be in conformance with the ordinances end codes of the City of Eagan;that I understand this Is not a permit,but only an application for a permit,and work Is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x/ !�,.ti:;� (9,.<4<4c-e----k- x � ��-rte Applicant's Printed Name Applicant's Signature FORf;7 1G � iiE€o, � sist _amr+ttssoo »ywgt s � �a 4.1, ).x=ne,Y Se,t;t3: .`tt� xkwM"atSl �* � � t' Vq-,IVP ' � g:L 11.k Skfi Q' JRqurdnpecori rt x � sewBy : 3 - ndeg otndo' oghtgArT�� Ga� t�4TeM .:irr�H t Fc �' VAScirM, �. s * ; s ENTERED JAN 1 3 2017 Use BLUE or BLACK Ink r -� For Office Use �/ '.Permit#: /IL/066c /L/0 6 / Cr City of EU "`ii Permit Fee: j- 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651)675-5675 Staff: Fax: (651)675-5694 - iq'C/61 / I-I 6G- .c 2017 SEWER - ‘ : - - - . - : - e - - ►i —11 Date: q` T Fee: $65.00 /� J QCitySewer City Water Repair / Disconnect Description Of Work: "`�'W r(// ( --cc)r"-- /y �// 7 I(A btp 7)oCJ 1 c Il r (effrte-�.p ( q_ _______________ _ . Street Address for Proposed Work L/S- We s&647'-. gG Name: s D ( l �A Phone: 1 Owner Information Address/City/Zip: 3`C geS (CS ---1, L. IM + face G Yr I I""" cc 111___ 1 Applicant is: Owner )( Contractor Licensed Pipelayer` Master Plumber Property Owner — + �j/q- -g- Name: ( l E — Phone: (Z l 1 a ��anh J�/'Address/City/Zip: T1L � iv'7/ + A v° l flh )i /' . __,,f---A-7/ ...... 1 x.31 Pipelayer Training Certification Card#: or Master Plumber License#: I acknowledge that the information is complete and accurate and that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes. I understand this is not a permit, b only an a.if . in for a permit, and work is not to start without a permit. >/c) i f ,. tAPPlicant(Print Name) Applicant's Signatu� ..,� ,._..., 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 Use BLUE or BLACK Ink \-, \c, k For Office.Use 4.01)° City �{ Eaali ��Ioi -:,:, ` , " 'y! t, 9., Permit Fee: 3830 Pilot Knob Road Q Eagan MN 55122 Phone:(651)675-5675 Date Received: '-a 17. Fax:(651)675-5694 Staff: it/ J 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 2/2V/J7 Site Address: 94/5 aSCOet ROCtiCi Tenant: W i647i��d' E4(17 :t/r. Suite#: nA Name: ZS D */96 6 Phone: Property Owner Address/City/Zip: Applicant is: VOwner Contractor Typeof`Work Description of work: P. 0'' '1(.d II �A) // P,.I. •g 0 -. �y r • Construction Cost: 00Estimated Completion Date: 7/3I0i7 Name: SUYYU'1f l 4- Cbili n/S License#: C-0072 Contractor Address: 575 mi'In 21�"J`l . Ave.. 7Q,l City: 5T'. d.I State: HIV Zip: �5 51 U3 Phone: (,o5 I-2-8S- 0763 nark a,mak /'I Q, Email: illfielfiggVininiirnt FIREPERMITTYPE WORK TYPE 1�Sprinkler System(#of heads) _New V Addition Fire Pump _Standpipe Alterations Remodel _ — Other: Other: DESCRIPTION OF WORK: Commercial Residential Educational FEES $60.00 Permit Fee Minimum Contract Valuer$ J Ip5t-75 x.01 J Surcharge=Contract Value x$0.0005 =$ G 105. /5 Permit Fee If the project valuation is over$1 million, please call for Surcharge = $ 8. 29 Surcharge $100.00 Residential New(includes State Surcharge) _$ rig. DLI TOTAL FEE 3/4"Fire Meter-$290.00 E j sq-i r R'542r /W .$ Fire Meter =$ 1 rl1-i.i TOTAL FEE **Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;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 reviewevand approval of plans. x ``.`/'�Ir,C i76/1 x (iApplicants Printed Name Ap7LA ca�At's Sig jor re .., .., 7 /(---7/ --, � ,- -- REQUIRED INSPECTIONS V Hydrostatic Flow Alarm Drain Test ugh In 4 F Trip Pump Test Central Station I/ Final Conditions of Issuance: r: Permit Reviewed by: J � � Date: ,£ / / (,qy f Use BLUE or BLACK Ink / --ty of Eaiall - ForFor Office Use * Ci A ei Permit#: /'h 90 OC Permit Fee: ZV: 3830 Pilot Knob Road hCEtVE S / Eagan MN 55122 � Date Received: / A , Phone:(651)675-5675 Fax:(651)675-5694 MAY 1 71017 Staff: .�j 1 J 2017 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date:5 I 1co loci-1 Site Address: '"1(Is' .�(,,i�_ C � Tenant: (.._)3(D©Cit I l div I d LQ,lon2f - Suite#: ,, Name: 15 1—b I q L o Phone: Property Owner .,::,:-,:,,,;,.4-4 4Address/City/Zip: ''''''--*;`'--4-'1' Applicant is: Owner Contractoi 1,yp38{3'�alltork , Description of work: �� (� . "� a 01 E S �� "ti ��. IQ Construction Cost: � 80t�' Estimated Completion Date: 9 J!5/c90/7_ Name:H r2s4 i —reCf IP1 D to Or, City:(�ro(,.� License#: j (j/ 77 Contractor Addres:7(O `7 O UJ6 t( .P1 nC IQ �kntiro/ State: V1 Zip: 5 Phone: 9 5a,-5/0(1-c) !a 1 O,I ' WO. h` Contac n Email:36 m` /61.91 @ al I ra-h,Q ' , s `New _Remodel 1 Work Type J4ddition Other: _Alterations DESCRIPTION OF WORK: _Commercial _Residential y Educational FEES Contract Value$,;:-%:(- 10, 06 x.01 $60.00 Permit Fee Minimum =$ iYY/ C ) , 0 0 Permit Fee Surcharge=Contract Value x$0.0005 =$ I , YO Surcharge* If the project valuation is over$1 million,please call for Surcharge =$ (/P �/` ,l !0 TOTAL FEE "Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;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 Q\e -, .1Gn t} pi r_)i ,- Ccp nt c— Cu.& pent, q�.1( O-sal, Than k'u I. , -F,,ria'A,c On-IA Applicangs.Printed Name Applican Ignature POeOFFICEUSt m :w�$y ,. ,R , 1 .,:'Rquired rsp t Vi RbUg . rAlamTeii *V . rr k 410' City of Eaaall Memo # 10 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering pig 1,44 li- John Gorder, Engineering f Aaron Nelson, Engineering Dave Westermayer, Engineering0 To Leon Weiland, Engineering -1 Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 11/22/16 Project Name: Woodland Elementary School Sub Type,Work Type: Addition of Secure Vestibule and office areas Address: 945 Wescott Rd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes n No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes J No PRV Required IN Yes ❑ No REF Reconciliation between Engineering& Finance ❑ Yes IS No Street/Curb Cut Required ❑ s ,J No Stormwater performance security required jic....._6._ itik.,_ 11/22/16 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 4,1111 City of Eaali meso # 10 TO: Ill Hutmacher, Community Development "Mike Ridley, Planning ✓Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation ,Jon Eaton, Utilities /Josh Wilske, IT 'Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 11/22/16 Project Name: Woodland Elementary School Sub Type,Work Type: Addition of Secure Vestibule and office areas Address: 945 Wescott Rd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering& Finance ❑ Yes ❑ No Street/Curb Cut Required ❑ Yes ❑ No Stormwater performance security required 11/22/16 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Eaaafl Memo # 10 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 11/22/16 Project Name: Woodland Elementary School Sub Type,Work Type: Addition of Secure Vestibule and office areas Address: 945 Wescott Rd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Am•unt ❑ Yes X No Landscape Security Required klyi Zoning: p ' ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes 0 No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering &Finance ❑ es ❑ No Street/Curb Cut Required ❑ Y fCI ,No Stormwater performance security requiredI r;11111/1 11/22/16 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 2btvlo.60 A164 t-/c_•(h't(-41. 91" 7Ao 0City of Eatall Memo 41' # 10 TO: Jill Hutmacher,Community Development Mike Ridley,Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineeting _ John Gorder, Engineering Aaron Nelson, Engineering Dave VVesterrnayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt.Mike Fineran, Police FROM: Craig Novaczyk Date: 11/22/16 Project Name: Woodland Elementary School Sub Type,Work Type: Addition of Secure Vestibule and office areas Address: 945 Wescott Rd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments 4k-Vtcri,-1 M ) ' LO < to OTX) 5 -1-10k ' Tcu4 c -4 5.--ro-pvkw,pfTFL4z._ \ f-earvAC- 51-of-pAwkl -te- tv'ttC-ok7100 C-F--&-kAA Indicate below any fees that are to be collected with the building permit. Amount 0 Yes 0 No Landscape Security Required Zoning: O Yes Mi No Water Quality Dedication Meter Size: o Yes 0 No Park Dedication o Yes 0 No Trail Dedication El Yes El No Tree Dedication O Yes 0 No PRV Required El Yes El No REF Reconciliation between Engineering&Finance O Yes 0 No Street/Curb Cut Required o Y- No Stormwater performance security required 11/22/16 1)107 Signature Date GABuilding Inspections\FORMS1Commercial Bldgs Final&Plan Review Letters 4,1' City of Eaaafl Mofflo # 10 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 11/22/16 Project Name: Woodland Elementary School Sub Type,Work Type: Addition of Secure Vestibule and office areas Address: 945 Wescott Rd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes 0 No Tree Dedication ❑ Yes 0 No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering&Finance ❑ Yes 0 No Street/Curb Cut Required ❑ ...3110❑ No Stormwater performance security required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 41,01) City of Eaali M # 10 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks& Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 11/22/16 Project Name: Woodland Elementary School Sub Type,Work Type: Addition of Secure Vestibule and office areas Address: 945 Wescott Rd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering &Finance ❑ Yes ❑ No Street/Curb Cut Required ❑ Yes ❑ No Stormwater performance security required 9 L344/0_. 11/22/16 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Eaafl Meso # 10 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 11/28/16 Project Name: Woodland Elementary School Sub Type,Work Type: Addition of Secure Vestibule and office areas Address: 945 Wescott Rd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes 0 No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering & Finance ❑ Yes ❑ No Street/Curb Cut Required ❑ Yes 0 No Stormwater performance security required Eric Macbeth VA-- 11/28/16 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters Craig Novaczyk From: Craig Novaczyk Sent: Monday, November 28, 2016 2:40 PM To: 'gkoba@wenk.com' Cc: 'smcqueen@wolae.com' Subject: Proposed Woodland Elementary School addition Eagan, MN Good afternoon Greg, We have started our building permit plan review of the above mentioned project. Please provide the following required submittal documents/information so that we may complete our review: 1. A SAC determination from the Met Council. 2. A completed Special Inspections and Testing Schedule (all signatures are required). 3. Completed Energy Code compliance forms for Building Envelope, HVAC,and Lighting. 4. Two hard copies of the detail book for this project. Craig Craig Novaczyk I Senior Building Inspector I City of Eagan City Hall 13830 Pilot Knob Road I Eagan,MN 55122 I(651)675-5683 I(651)675-5694(Fax)I cnovaczyk@cityofeaoan.com `d 11 I THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 4,110. Cit of Eaaafl December 12th 2016 Wenck Construction 7500 Golden Valley Road Golden Valley,MN 55427 Re: Deerwood Elementary 1480 Deerwood Drive Woodland Elementary 945 Wescott Road Dear Mr.Koba; We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above referenced projects. This review is not intended to be an exhaustive and comprehensive report and is limited to the plans that were supplied to the City of Eagan. Unless otherwise noted, all references are to the 2015 Minnesota Building Code(MSBC)which has adopted, with amendments,the 2012 International Building Code. It is our goal that this review will help you in complying with the applicable codes and we are,therefore,requesting that the following items be addressed: 1. Provide the SAC determination letters from the Metropolitan Council. 2. Provide a completed statement of special inspections. 3. What is meant by GB1 (opp) shown on S1.21? 4. Provide energy compliance documents for exterior envelope,interior lighting,and HVAC. 5. Provide details for an accessible reception desk/counter and coat rod and shelf. 6. What is the 2x4 water stop mentioned in various details(18/S2.11)? 7. Access aisle parking sign shall say"Access Aisle No Parking". 8. Exterior accessible route shall have a slope no greater than 5 percent(1:20). 9. Provide a solution for the exterior accessible actuator button that our office and Sarah Kelzenberg have been in discussion over. Myself and Craig Novaczyk are doing the plan reviews concurrently for both of these projects,and being these two projects are almost identical in scope and application,assume all of the correspondence about either one of these projects will apply to both of them. Provide two sets of the above referenced plans, for each project,to the building inspection department for further review. If you have any questions concerning this letter,please contact me at(651) 675-5676 Monday through Friday 8:00 am to 4:30 pm or email me at mgrannesAcityofeagan.com. Craig Novaczyk From: Nick Marcucci <nmarcucci@woldae.com> Sent: Friday, December 16, 2016 9:48 AM To: Michael Grannes; Craig Novaczyk Cc: Greg B. Koba; Sara Kelzenberg Subject: Deerwood Woodland Attachments: PR#1.pdf; PR#1 - W.pdf; 152296 - Deerwood PR#2 12-16-2016.pdf; 152297 Woodland PR#2 12-16-2016.pdf Mike/Craig -here is the update - now need a response from Civil.thanks Nick In regards to your code letter dated December 12, 2016 for Deerwood and Woodland here are some of our responses to your 9 items. 1. We are told that SAC was dropped off by the Wenck Construction on December 13th. -please confirm that it was received. Received 2. We are told that Special Inspections form was dropped off by the Wenck Construction on December 13th. -please confirm that it was received. Received 3. . GB1 OPP that is shown on S1.21 pertains to the fact that it is the same reinforcing for the GB1 but the orientation is flipped and the hooked bars should be on the opposite side. 4. We are told that the mechanical COMcheck was dropped off by the Wenck Construction on December 13th. -please confirm that it was received. Received 5. The reception desk will be purchased by the school district-we will have them provide you information once it is available, it is not part of these bid documents. Noted The coat shelf/rod detail is located in Book 3 detail 47010 of the bid documents. Provide detail for accessible height closet shelf/rod. See PR#1 (one for each school attached) 6.There is concern of ground water leaking into the below ground space(stair area).The waterstop should be provided where shown on the documents but supplied per the specification section.We have been in review with the contractor to provide a waterstop similar to the Greenstreak PVC Waterstop by Sika and they will supply a shop drawing for review by BKBM. 7.We will have our civil consultant make the change and send you a copy for your records. 8.We will get a response for you from our civil consultant. Noted 1 9. We will either move the actuator to the existing column or add a bollard and send you a copy for your records. Noted. Actuator will be relocated to the existing exterior column see PR#2 2 SITECOPY PROPOSAL REQUEST W0 . .._ * atseir ropisi+EA,F- ISD 196 Woodland 2017 ileeieliticuR,Se-12aPIting Wenck Construction Attn:Greg Koba .__ 7500 Olson Memorial Highway—Suite 300 Golden Valley,Minnesota 55427 F:952 837 3321 --- IF:952$31 1268 E: koba@wenck.corn Submit an itemized(labor and material)quotation for the proposed 3EVISED FR:#01 modifications to the contract documents as described herein within 21 days of receipt.If a cost is not submitted within 21 days,this Proposal Request can be accepted at no additional cost.Written approval is required prior to Comm:152297 proceeding with this change, COST EXPECTATIONS: 0 DEDUCT 0 NO COST 0 ADD Const,Pkg:#01 Distribution: Item Description amgrannes@cityofeagan.com Provide detailed cost changes(material and labor)for work described below: Ei cnovaczykecityofeagan.com EE Heather Nosan,ISD 196 II Scott McQueen,Wold 1.1 Revise attached detail 47010 at room A206B per code review FII, Nick Marcucci,Wold El Douglas Kahl,Wold El Dave Rey,AJA El Katherine Russell,BKBM ElJames Lundequam,BKBM Ej Mike Freeman,Wold E Joe Matlock,Wold ElSteve Skarvan,Wold DAnders Nilson,Wold E3 ... 2 Shane Butler,Wenck ElPaul Osterhus,Wenck El Lucas Nelson,Wenck Attachments: Issued By: Nick Marcucci Date: 12/16/2016 Wold Architects and Engineers PLANNERS 332 Minnesota Street,Suite W2000 Saint Paul,MN 55101 ARCHITECTS woldae.corn i 651 227 7773 ENGINEERS detail of construction Wold Architects and Engineers 332 Minnesota Street,Suite W2000 W011 Saint Paul,MN 55101 �y woldae.com ( 651 227 7773 I\ A 6,._, G, EDU 3/4" P LAM SHELF WITH } BACK AND END PANELS. 11-3" P LAM FINISH ALL 1RFAC 4 *AT Rs Til _441 oi d3 a► y a r. a WOOD BLOCKING, AS REQUIRED A AT GYP BD WALLS A w —NOTES ABOVE APPLY i y , 0 SPLIT HEIGHT ASSEMBLY FOR ADA COMPLIANCE; PROVIDE GOAT ROD AND SHELF EQUAL TO HALF THE LENGTH OF THE o GOAT CLOSET AT 6'-0" AFF AND THE m REMAINING HALF AT 3'-10" AFF BASE, AS SCHEDULED CDGOAT ROI, ANt, SHELF SECTION 314" = 1'-0" 0 1' 2' PROJECT: WOODLAND ELEMENTARY 2017 ADDITION DATE: I0/14120 16 COMMISSION NO; 152297 47010 REVISIONS: PR#1 REV.DATE;; 12/16/2016 C:{Useis1skelzenberg1Documenls1152297-2017 Addluon I Parking(Cemfal skelzeni m 12115/20155:25:4/PM CentralMae an ran woldae com/SlPau9IS0l55/55,,,Woadlend1152297-2017 Adddron102 ARC[11110,Il152297-2017 Adtfition&Parking(Central)M SITECopy PROPOSAL REQUEST Wol . ISD 196 Woodland 2017 Addition&Parking Wenck Construction Attn:Greg Koba 7500 Olson Memorial Highway—Suite 300 Golden Valley,Minnesota 55427 P:952 837 3321 F:952 831 1268 E:gkoba@wenck.com REVISED Submit an itemized(labor and material)quotation for the proposed PR:#2 modifications to the contract documents as described herein within 21 days of receipt.If a cost is not submitted within 21 days,this Proposal Request can be accepted at no additional cost.Written approval is required prior to Comm:152297 proceeding with this change. COST EXPECTATIONS: 0 DEDUCT ❑ NO COST 0 ADD Const.Pkg:#01 Distribution: Item Description mgrannes@cityofeagan.com Provide detailed cost changes(material and labor)for work described below: cnovaczyk@cityofeagan.com El Heather Nosan,ISD 196 ®Scott McQueen,Wold 2.1 At Door A200D revised door operator to wireless type,see spec and drawings ®Nick Marcucci,Wold attached ❑Douglas Kahl,Wold ❑Dave Rey,AJA ❑Katherine Russell,BKBM ❑James Lundequam,BKBM ❑Mike Freeman,Wold ❑Joe Matlock,Wold ❑Steve Skarvan,Wold ❑Anders Nilson,Wold CI • Shane Butler,Wenck (la Paul Osterhus,Wenck ®Lucas Nelson,Wenck Attachments: Spec 08 7100 pages 9 and 11,Sheet A1.21 and E2.11 Issued By: Nick Marcucci Date: 12/16/2016 Wold Architects and Engineers PLANNERS 332 Minnesota Street,Suite W2000 ARCHITECTS Saint Paul,MN 55101 woldae.com 1651227 7773 ENGINEERS 2.14 ELECTRICAL COMPONENTS A. Power Supplies:Manufacturers and respective catalog numbers: 1. Von Duprin/Schlage PS 900 Series with BBK 2. Share power supplies as often as possible. 3. Size wiring and run lengths are required by manufacturer. 4. Power supplies to be located next to,or in the same room as the card access system panel(s)whenever possible. B. Electric Strikes: 1. Von Duprin 6000 series 2. HES 8000,8300,8500,and 9600 Series 3. Folger Adam 300 and 700 series 2.15 POWER OPERATORS A. Power operators Manufacturers and respective catalog numbers: 1. LCN 4640 series 2. Actuators: Wireless:431.0-385tS1ra: tifeWited unless noted 83 IO-856' PART 3: EXECUTION 3.01 INSTALLATION Before installation, general contractor/construction manager shall co-ordinate a hollow metal door/frame and door hardware installation seminar. Installation training to be conducted specifically on doors, frames, locksets, closers, exit devices, and overhead stops. Manufacturer's representative or authorized distributor of the above products to present seminar.Seminar to be held at the job site and attended by installers of doors, door frames, &hardware(including low voltage hardware)for aluminum,hollow metal, FRP, and wood doors.Training to include use of installation manuals, hardware schedule, templates, and physical products samples. The hollow metal door&frame, lock,exit device,and door closer manufacturer's representative or authorized distributor shall complete a post installation review for proper adjustment and installment prior to building turnover to owner. A report shall be submitted to the Architect for his/her review and information. A. Install hardware in accordance with manufacturer's recommendations/instructions,and the adopted Building Code B. Install hardware on UL labeled openings in accordance with manufacturer's requirements,so,as to maintain the label C. Install hardware mountable weatherstripping continuous throughout opening prior to installation of other hardware D. Mortise and cut to close tolerance and conceal evidence of cutting in the finished work E. Remove,cover or protect hardware after fitting until paint or other finish is applied;permanently install hardware after finishing operations are complete F. Install closers on the push side of corridor, stairway,and exterior doors G. Mounting heights: I. Install hardware at mounting heights conforming to the recommended mounting locations of the Builders' Hardware Manufacturing Association,and the adopted Building Code 2. Install wall holders WS40,and magnetic holders to strike near top of doors, but not more than 78"from the No. 152297 08 71 00-9 Door Hardware NOTE:NOT ALL OF THE HARDWARE GROUPS ARE USED ON THIS PROJECT HW SET#01 HINGE AS REQUIRED POWER TRANSFER EPT2 CYLINDER AS REQUIRED ELEC PANIC QEL-99-NL-OP HARDWARE PULL OH STOP 100S ACCESSIBILITY CLOSER ACTUATORS(2) 8310-3856WS ACTUATOR TO OPERATE DOOR A200D ONLY RAIN DRIP WEATHERSTRIP BY DR/FR SUPPLIER SWEEP THRESHOLD CARD READER BY SECURITY SUPPLIER POWER SUPPLY PS9 SERIES X BBK X SIZE AS REQUIRED ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT OPERATIONAL DESCRIPTION FREE EGRESS AT ALL TIMES.PRESSING PUSH BAR RETRACTS LATCHBOLTS.TRIM ALWAYS LOCKED, ENTRANCE BY OPTIONAL TRIM WHEN KEY RETRACTS LATCHBOLT FROM PULL SIDE.CONTROL CONTACT ELECTRICALLY RETRACTS THE LATCHBOLT EITHER FOR MOMENTARY UNLATCHING OR FOREXTENDED PERIODS OF TIME.PROVIDES QUIET OPERATION. AUTOMATICALLY OPENS&CLOSES DOOR. HW SET#02 HINGE AS REQUIRED POWER TRANSFER EPT2 CYLINDER AS REQUIRED ELEC PANIC QEL-99-NL-OP HARDWARE PULL OH STOP 100S CLOSER 4111 EDA RAIN DRIP WEATHERSTRIP BY DR/FR SUPPLIER SWEEP THRESHOLD CARD READER BY SECURITY SUPPLIER POWER SUPPLY PS9 SERIES X BBK X SIZE AS REQUIRED ELEVATION DRAWING WIRE DIAGRAM POINT TO POINT OPERATIONAL DESCRIPTION FREE EGRESS AT ALL TIMES.PRESSING PUSH BAR RETRACTS LATCHBOLTS.TRIM ALWAYS LOCKED, ENTRANCE BY OPTIONAL TRIM WHEN KEY RETRACTS LATCHBOLT FROM PULL SIDE.CONTROL CONTACT ELECTRICALLY RETRACTS THE LATCI(BOLT EITHER FOR MOMENTARY UNLATCHING OR No. 152297 08 71 00-11 Door Hardware W Ibi i, A I: sil el i 8 N d1. i!lqi 2 f fl 61141MiT i 2 •i A� 11J11{ . I � .q 0.';:J.'',O , e)7,, , . 40 619 1 1 MI e e .. I 'o° AA to iJt . � . iO8 .rv^ �: 4EY q�,l,l;l�,�,l,l;l ll11l1l1 111111111 N _ -Ino°�a® o bs� ' r_^m - l emu ��Vo to ll4o gin o` g s`i T $bso%i?s 6 I R_ r. Ns y _ gi cv\ G Y7.- '`, aHb , 0,4 -I� =�, iihtIIi!L 3 CPI itt':g[litt j g.O ;I 9= I .Ph ©i®� , -!I!1 �,O _ 0 .4 �� add nl� V ff ' 1 , jtali, �� til s '� � � e 3c k.='k ='`z ��t Y ego E2 iA NSF ' — ~ ^ t --lip IIS I __ a :i g ggiggio�j t€ t1 , t r o .r.lc nx_ -, " tl o W .r .rc O O O O O O Ae „vea 4 d4 F E i 8 i Y .. is t<as<-sasa<aaa IE, ! x " s_a&-ry^�snsv °a j :,_ g e R$s s�ssecssss6sssl e — oe,I,ssso _ 'EMI m 0,`ra R ,6VVVVVVVMV >& Nom„ T � �':e• — F E @ � aak€ a caazw .., d® z .i 11 '� �a aasaaaaaaaaaaae � � :5 s8�w _ --�= m —x rc sscssscssccssss ,, 2!s 12 a a as £ a Ss29 2 EN O , ^ di Egmmmm,-- p5$ 9 �P;gggg $<e"^ aae.ae �•o qq _ M E'utlit `;rye. :!1 4 88 .8 �3 _ � !� �!'� W- AAA i3/4-'-,— , wJ m ` °1 �Y FBF%<l6 _ 11111.1 1111111 I ca " A p('= a rt, ,tip : �, '010 �' ddb$ >" ��I,-q: i. looYy� ' j j§w i" 4!411 N- tl 3 :1!1:'!1111:1:111101111 II'II'I`I 1111111 55 —.E.,„5,SF5565°aaa5 355555555 ■ � r6 - 59 m = 11111111111�I�I�I�I 1111111, a3LL CW.3k Ct ESGKS KGkistkk KE P $� �'aTaa` §8� g _ <<iiii YYYY€:€.F€1€€i'gg1g E i1iii111i1i1il1llli 11111111' W o ,� o_,.— .o 4 III111111I111111111I1111111' - ' i1i i'i ii Bili 141 11 1 11 11111111 a gsEgmggEi 62 25¢gd$ 9;111;I1111�1�IIII111111111111111 11,1,1'J,I, .111111 I, — gmmAd ace_ m a_:A_a g � � ,i!i!i!ii!i!i!if!i!i!i!i 1!1!1!11 k<a aaa< " aa8 10 z '� ., 4 i 5 I & q € I11cElsssca �css hyy� Y 1 �,11�11�::�:;1:11:1 26; E s I-ISI■ °mg nnossss ;gra Y:lRe m IY 2 ' g8 'IIj1j H 1ilililiilil 1lili R, ,�sg,g . deg 99995595 2S 5 E 33 �,q s YYYYY2Yii91489$449€4952 2 m i ( ammo 1{1 ... - �� g 8R 3 "W m4mmomoo�, € 3 o k I ro:iii ,9 �w@wimro�Q a Ym 3 mm ry rv^ cyea,„,,, o 2 € s x 552529 `s5s855 95 8 saga o-rmo4c9mvt;vsva999 g W g ..' W .1 g -g i; J 111 yryf s � 1 sg g1 S a I @ JJs g a I, 0, �! a P t o. gN2 g' 1 o LL'; a=u o£ p3 apt a ° gg55 $$ $$ gggg gg do tai _g g:@wgma emnS3ng a ss $�:8 ki i� " i t t VV 11�!r11pi1111111111iP5 g §5.g AE55555525225444747 1 -^ " a 8 H5'55515;545555;5§45555 i _- m a m • ig1iR11ilhglviq l 11 V' ' LI.I LL1.1,,1,1.1,1.1,1.1, e 1 id 4 4 B i/g i 41 S ip1 ,11 k Ili el 8 ! �; W r.. ‘ Sti'91 0 ,'‘I t9, =9 J ii; HH ote _ $, is § 68 i ei&t,, ,'4, 3 Ili i x - 999499499299,9,9g999 ,r, !Ihlint; d p ice. — � . �J i s i 3 r I lie 7 JQ OA b ' Ww'td o-FP 6 d q � 3i Qi m le og s i I ger , 0 :: c , xr 6' il, W IA- 8 F 0. I i 11, i4 M tr 4. --.:-...,,..._.__n..-- . w MCES USE:Letter Reference: 161103A7 Address ID:27445 Payment ID:397307 Date of Determination: 11/03/16 Determination Expiration: 11/03/18 Greetings! Please see the determination below. Project Name: Woodland Elementary School Project Address: 945 Wescott Road Suite#/Campus: na City Name: Eagan Applicant: Greg Koba,Wenck Construction, Inc. Special Notes: addition Charge Calculation: Office: 1502 sq.ft. @ 2400 sq.ft./SAC=0.63 Meeting; 339 sq.ft. @ 1650 sq.ft./SAC=0.21 Total Charge: 0.84 Credit Calculation: na Total Credit: na Net SAC: 0.84 —or— 1 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at:corv.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx 390 Robert Street North St. Paul, MN 551 01-1 805 Phone 651.602.1000 Fax 651.602.1550 ( TTY 651.291.0904 I metrocouncil.orgO RQ O CiTt An Equal Opportunity Employer Structural Testing and Special Inspection Statement of Special Inspections Project Name'•_Woodlaud 4 iementnly School Secure Entrance./Mice Add_itinn - -- Location: _945 Wescott Road Eagan,MN, Owner: I$D 196., . .... _ .._ . .. __—�._._ _ . . _________ . . ----• This Statement ofSpecial inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the 2012 International Building Code as adopted by the current Minnesota State Building Code. It includes a schedule of Special inspection services applicable to this project and the identity of agencies to be retained for conducting these inspections and tests. This Statement ofSpecial Inspections encompasses the following disciplines: ® Structural ® Architectural ❑ Other: ^�,__ _.___ The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official,the Architect and Structural Engineer of Record. Discrepancies shall be brought to the immediate attention of the Contractor for correction. if such discrepancies are not corrected,the discrepancies shall be brought to the attention of the Building Official,the Architect and SER. The Special Inspection program does not relieve the Contractor of his or her responsibilities. interim reports shall be submitted to the Building Official the Architect and SER. A Final Report ofSpecial Inspections documenting completion of all required Special Inspections,testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. ACKNOWLEDGEMENTS Each appropriate representative shall sign below: J /� 0_, Finn 1�11�� Owner: n: ISD 19¢ ate: D /G, • .� _ Date•, no/V/1/1 • Contractor: Finn:� .� _ ._:-.. • r Architect:.-_ {.�, _�.�__.a.. n Firm:WtiWd Architects and Engineers Date: • October 14,2016 _ SER: -.-• i t., " `' Finn:flKBivt Engineers_ . Date: October 27.,2016 S1-S: '. Finn:, tmzoitAk., q'C ._ . Date:. tO.f 1 t./.fit - .- - SI-T: • • s. Firm: awo "4.1.-1 Ee'tec- _ Date: t ti/31 ,'4o ! . TA: .. Firm; cD#/1N.. �' Date: t,q f' .t...�•1 rr. F: _ __. .._ Pimm: -- .— . Date: If requested by engineer/architect of record or building official,the individual names of all prospective special inspectors and the work they intend to observe shall be identified. . Legend: SER=Structural Engineer of Record Sl-T=Special inspector-Technical TA=Testing Agency SI-S=Special inspector-Structural F=Fabricator Accepted for the Building Department By , ____.,,_,, Date __,-.r __._ Date __ Structural Testing and Special Inspection Program Summary Schedule Project Name Woodland Elementary SchoolSecureEntrance 1(Mice Addition Project No._ _ Location 945 Wescott Road,Eagan . _ TM _ _. --- , ... _ Permit No. (1) T:cclmicalS2) Type of ' Report - Assigned Section Y\rti-c e. Description(3) — Inspector(4) Frequency(5) y Firm(6) _ 02 20 00 Earthwork SI-T Weekly — C',2A i'7..tY1t t Jar_.. 03 10 00 _ Concrete Formwork SI-S Each_Visit 03 2Q 00 Cotoi�t<tc •-- �`- SI-S -- -__..._. ..— Bach Visit ._ .... � � -. Reinforcement Cast�in Riace -— (13.30 00 Concrete Tests TA Each Test 03 90 OQ Cast-in-Place SI-S Each Visit _ - Concrete Inspections . __ 04 20:00 Masonry Tests- TA _ — Each Test - .0420 00 —. - _ Masonry InspectionsST-S Each Visit 05 12 00 Structural Metal Sj T Each Visit Framing =,_ .. 05.21 00Steel Joist Welding_ SI-T Each Visit 05 31 00. Steal laeekingSI-T Each Visit 31 65.15 'Helical Piles SI-T Each Visit Notes: This schedule shall be filled out and included in the Structural Testing and Special Inspection Program. (1) Permit No.to be provided by the Building Official. (2) Referenced to the specific technical scope section in the program. (3) Use descriptions per IBC Section 1704,as adopted by Minnesota State Building Code. (4) Special Inspector-Technical,Special Inspector-Structural,Testing Agency. (5) Weekly,monthly,per test/inspection,per floor,etc. (6) Firm contracted to perform services. t , COMcheck Software Version 4.0.5.1 illtifr Interior LightIs ing Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Woodland Elementary 2017 Addition Project Type: Addition Construction Site: Owner/A9ent: Designer/Contractor: 945 Wescott Road ISD#196 Nick Marcucci Eagan,MN 55123 3455 153rd St.W Wold Architects&Engineers Rosemount, MN 55068 332 Minnesota St.,Suite W2000 St.Paul,MN 55101 6512277773 nmarcucci@woldae.com Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed .Allowed Watts (ft2) Watts/ft2 (B X C) 1-A207,A210,A211,A203(Common Space Types:Ofrice-Enclosed) 864 1.10 950 2-A208(Common Space Types:Conference/Meeting/Multipurpose) 336 1.20 403 3-A212(Common Space Types:Electrical/mechanical) 229 1.10 252 4-A213(Common Space Types:Stairway) 136 0.70 95 5-EVERYTHING ELSE(Common Space Types:Corridor/Transition) 1718 0.70 1203 6-A205,A202(Common Space Types:Office-Open plan) 354 1.00 354 7-A204(Common Space Types:Restroom) 53 1.00 53 Total Allowed Watts= 3310 Proposed Interior Lighting Power A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. -A207.A210.A211.A203(Common Space Types:Office-Enc1Q e H.E.INILLIAMS 2X4 VOLUMETRIC:A:LT SERIES:Other: 1 9 40 360 GOTHAM 6"DOWNLIGHT(1000LMS):D:EVO SERIES:Other: 1 1 19 19 PHILIPS 2'LINEAR(NURSE):G:ALB4L351 SERIES;Other: 1 3 32 96 LITHONIA 2'LINKABLE CABINET LGT:H:UCEL SERIES:Other: 1 1 11 11 -:, $ .uu. ..ce ;-sCOI r-iili '1411 u i. 1. -_ H.E.WILLIAMS 2X4 VOLUMETRIC:A:LT SERIES:Other: 1 4 40 160 3-A212(Common Space ypes:Electricallmechanical) COLUMBIA 4'NARROW SUSPENDED:C:LCL SERIES:Other: 1 4 25 100 4-A2.13(Common SpaceTypes`Stairwey) LBL LIGHTING GLASS GLOBE PENDANT:F:Other: 1 10 4 40 GOTHAM 6"DOWNLIGHT(1000LMS):0:EVO SERIES:Other: 1 3 19 57 DUAL-LITE SINGLE FACE EXIT SIGN:El:LX SERIES:Other: 1 1 4 4 -EVERYTHING ELSE(Gammon Si2aceTypes:Corrid©rtTrarisition Project Title: Woodland Elementary 2017 Addition Report date: 10/25/16 Data filename: S:\I5D196\ES Woodland\152297-2017 Addition\30_CD MILESTONES\COMCheck\152297 Page 1 of 9 ComCheck-Elec.cck A B C D E Fixture ID Description/Lamp!Wattage Per Lamp I Ballast Lamps! #of Fixture (C X D) Fixture Fixtures Watt. H.E.WILLIAMS 2X4 VOLUMETRIC:A:LT SERIES:Other: 1 9 40 360 H.E.WILLIAMS 1X4 VOLUMETRIC:Al:LT SERIES:Other: 1 12 29 348 DUAL-LITE SINGLE FACE EXIT SIGN:El:LX SERIES:Other: 1 2 4 -8 DUAL-LITE DOUBLE FACE EXIT SIGN:E2:LX SERIES:Other: 1 1 4 4 COLUMBIA 4'NARROW SUSPENDED:C:LCL SERIES:Other: 1 1 25 25 GOTHAM 6"DOWNLIGHT(2000LMS):D2:EVO SERIES:Other; 1 4 30 120 GOTHAM 6"DOWNLIGHT WW(2000LMS):D3:EVO SERIES:Other. 1 3 22 66 6-A205.A202(Common Space Types Office-Open plan) H.E.WILLIAMS 2X4 VOLUMETRIC:A:LT SERIES:Other: 1 4 40 160 LBL LIGHTING GLASS GLOBE PENDANT:F:Other: 1 3 4 12 GOTHAM 6"DOWNLIGHT(1000LMS):D:EVO SERIES:Other; 1 1 19 19 GOTHAM 4"DOWNLIGHT:Dl:EVO SERIES:Other: 1 2 14 28 X9294(Camrrion space TVPfls;Restroom) ALERA 6"X4'RECESSED:B:LM6R-GRID SERIES:Other: 1 1 41 41 Total Proposed Watts= 2038 Interior Lighting PASSES: Design 38% better than code Interior Lighting Compliance.Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been desicne ;tomeet the 2012 IECC requirements in COMcheck Version 4.0.5.1 and to comply with any applicable mandatory r ' Irements listed In the Inspection Checklist.' tel [ � z Name- t e Signature Date Project Title: Woodland Elementary 2017 Addition Report date; 10/25/16 Data filename:, S:\ISD196\ES_VVooclland\152297-2017 Addition\30 CD MILESTONES\COMCheck\152297 Page 2 of 9 ComCheck-Elec.cck COMcheck Software Version 40*5 rds)itie. exterior ighticopiance Certificate Project Information Energy Code: 2012 IECC Project Title: Woodland Elementary 2017 Addition Project Type: Addition Exterior Lighting Zone 2(Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: 945 Wescott Road ISD #196 Nick Marcucci Eagan, MN 55123 3455 153rd St.W Wold Architects&Engineers Rosemount,MN 55068 332 Minnesota St.,Suite W2000 St.Paul,MN 55101 6512277773 nmarcucci@wotdae.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) EMR MAIN ENTRY(Main entry) 11 ft of door 20 Yes 220 Total Tradable Watts(a)= 220 Total Allowed Watts= 220 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces, (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID:Description I Lamp!Wattage Per Lamp t Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. j MR MAIN ENTRY(Mairt 'ry 1l flol_doo_*widthlata,dableiNattaga' NITE STAR EMERGENCY TWIN HEADS:EMR:NS SERIES:Other: 2 1 9 _ 9: Total Tradable Proposed Watts= 9 Exterior Lighting:PASSES:Design 99%better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.5.1 and to comply with any applicable mandatory req ' -ments listed in the Inspection Checklist. /11.47 to( Ll)-' Nam: -Title Sign ure bate- Project Title: Woodland Elementary 2017 Addition Report date: 10/25/16 Data filename: S:\ISD196\ES_Woodland\152297-2017 Addition\30_CD MILESTONES\COMCheck\152297 Page 3 of 9 ComCheck-Elec.cck COMcheck Software Version 4.0.5.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 54.0% were addressed directly in the COMcheck software Text in the"Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. C103.2 Plans,specifications,and/or i121Complies _ - [PR4]1 calculations provide all information IODoes Not with which compliance can be determined fertile interior fighting {phot Observable; and electrical systems and equipment JQNot •Applicable and document where exceptions to the standard are claimed.information I; provided should include interior lighting power calculations,wattage of bulbs and ballasts,transformers and , control devices. I C103.2 ;Plans,specifications,and/or ;OComplies [PR8]1 !calculations provide all information .;Oboes Not with which compliance can be T :determined for the exterior lighting ?ONot ObservableI. "and electrical systems and equipment ,DNot Applicable :and document where exceptions to !the standard are claimed.Information r provided should include exterior ;lighting power calculations,wattage of :bulbs and ballasts,transformers and I control devices. C406 `Plans,specifications,and/or Cicerones !Requirement will be met. [PR9]1 ',calculations provide alt information ,DDoes Not • with which compliance can be determined for the additional,energy " Not Observable I efficiency package options.- DNot Applicable ; Additional Comments/Assumptions: jai High Impact(Tier 1) 2'Medium impact(Tier 2) 1 3;ILow Impact(Tier 3) tt Project Title: Woodland Elementary 2017 Addition Report date: 10/25/16 Data filename: S:1ISD1961ES Woodland1152297 2017 Addition‘30.51)MILESTONESICOMCheckt152297 Page 4 of 9 ComCheck-Elec.cck el tr- �#` gg Foa i y 'dam t tnsp ori '� C+amPl s7. ss a s z X402 S ';Bottom surface of floor structures L7Complies ;Exceptipn:Requirementdoes not apply. tEO]2]P iincorporating radiant heating ❑Does Not insulated to>=R-3.5. ;See the Envelope Assemblies table for values. phot Observable., ;ONot Applicable Additional Comments/Assumptions: Fri High Impact(Tier 1) 1 2'.1Medium impact(Tier 2) 3,• Low Impact(Tier 3) Project Title: Woodland Elementary 2017 Addition Report date: 10/25/16 Data filename: S:\i5D196\ES Woodland\152297-2017 Addition\30_CD MILESTONES\GOMCheck\152297 Page 5 of 9 ComCheck-Elec.cck Set D[`f'' ._.''';''''..:;:e.'1:.;„ '''- a. 7* ,1 odg E east al ns•..e loin < F- 07415 2 2"'AAutomatic controls to shut off all ❑Complies ;4%1;building lighting installed in all ❑Does Not xE1, 21 buildings. ' [Not Observable: TA 'p£ ❑Not Applicable 040 r°21;3 Independent lighting controls installed ❑Complies per approved lighting plans and all :❑Does Not !EL23 4rnanual controls readily accessible and= s 7r e visible to occupants. :❑foot Observable y i;- ❑Not Applicable C405.2.1. ;Lighting controls installed to uniformly:❑Complies 2. :reduce the lighting load by at least ;ODoes Not [EL15]1 ;50%. ONot Observable ;❑Not Applicable tAr5 2 Daylight zones provided with ❑Gamplies 3 individual controls that control the ,Oboes Not [EL16, 0, lights independent of general area 1 +� lighting. 1❑Not Observable', C.405 t 3 one Sleeping units have at least 1❑ Applicable Cot !❑Complies 1:417)1--',t,master switch at the main entry door Oboes Not that controls wired luminaires and j switched receptacles. ❑Not Observable, ❑Not Applicable C405.2.2, ;Occupancy sensors installed in :❑Complies 2 ,required spaces. ;❑Does Not [EL18]l. :❑Not Observable; I❑Not Applicable C405.2.2. [Primary sidelighted areas are !❑Complies 3 !equipped with required lighting ❑Does Not [EL2O]1 ;controls. ❑Not Observable I ❑Not Applicable C405.2.2, }Enclosed spaces with daylight area !❑Complies 3 :under skylights and rooftop monitors :DDoes Not [EL21]1 :are equipped with required lighting controls. ❑Not Observable ❑Not Applicable , C4 ai2 ' Automatic lighting controls for exterior❑Cornplies - lighting installed. ' ,❑Does Not I 41 LJNatObservable, I ;❑Not Applicable C405.2.3 ,Separate lighting control devices for ;❑Complies [EL411 specific uses installed per approved :❑Does Not :lighting plans. : ❑Not Observable ❑Not Applicable 0405 3 :Fluorescent luminaires with odd ,❑Complies [ELI:9j3 ;numbered lamp configurations that {❑Does Not ;are within 10 feet center to center(if ,f +recess mounted)or are within 1 foot ❑Not Observable 1 :edge to edge(if pendant or surface ',❑Not Applicable amounted)shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per :DComplies [EL6]1 :face. DDoes Not ❑Not Observable ❑Not Applicable 1.1[High impact(Tier 1) 41 Medium Impact(Tier 2) Low Impact(Tier 3) I Project Title: Woodland Elementary 2017 Addition Report date: 10/25/16 Data filenames 5:\ISD196\ES Woodland\152297-2017 Addition\30CD MILESTONES\COMCheck\152297 Page 6 of 9 ComCheck Elec.cck ' p 0.604, hta 4O forty ' dao •E e �� lns ecto1ri ��m lies � � �� C405.6 " ,Exterior grounds lighting over 100 W ;DComplies [EL24]1 iprovides>60 Im/W unless on motion ,DDoes Not t sensor or fixture is exempt from scope`phot Observable of code or from external LPD. ;phot Applicable • C405.2.3 Additional interior lighting power ,OComplies ;; [EL8]1 allowed forspecial functions per the 0Does Not approved lighting plans and is DNot Observable automatically controlled and separated from general lighting. ,DNot Applicable ri Additional Comments/Assumptions; I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3,jLow Impact(Tier 3) Project Title: Woodland Elementary 2017 Addition Report date: 10/25/16 Data filename: S:\ISD196\ES Woodland\152297-2017 Addition\30 CD MILESTONES\COMCheck\152297 Page 7 of 9 ComCheck-Elec,cck 'Se ti. 4 � i S Fte4.4 iD �� i+es?j, I G�orrrrR�tits>'A5F5tt 144 xztIto,,,,,:' C408.2.5; ;Furnished as-built drawings for ;❑Complies �A. � ' 1 electric power systems within 30 days °❑Does Not [F1161 of system acceptance. ❑Not Observable ,,, �a ❑Not Applicable 0303.3,' ,Furnished O&M instructions for ❑Complies 0408.2.5. systems and equipment to the ❑Does Not ' 2 . ;building owner or designated [F}1713 ',representative. ❑Not Observable ONot Applicable C405.5.2 Interior installed lamp and fixture ❑Complies ;See the Interior Lighting fixture schedule for values. [F118]1 lighting power is consistent with what ODoes Not is shown on the approved lighting plans,demonstrating proposed watts .❑Not Observable; are less than or equal to allowed ❑Not Applicable 1 ,watts. 0405.6.2 Exterior li htin ; � .,. ._ _ g g power is consistent p "" pCOnt lies I See the Interior Lighting fixture schedule for values. [FI19]1 r with what is shown on the approved ,❑Does Not ;lighting plans,demonstrating =' 'proposed watts are less than or equal ;❑Not Observable; =to allowed watts. I❑Not Applicable C408.3 Lighting systems have been tested to ,,Complies [FI33]1 ;ensure proper calibration,adjustment, !l]Does Not ;programming,and operation. i 10Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ;❑Complies [FI48]1 ensure proper calibration,adjustment,;❑Does Not , programming,and operation. :❑Not Observable — _ ;❑Not Applicable C406 Efficient HVAC performance,efficient :❑Com lies [FI34]1 lighting system,or on-site supply of ❑Does Not ;Requirement will be meta renewable energy consistent with what is shown the approved plans.- :Not Observable; r❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) •2 Medium Impact(Tier 2— p } 3. Low Impact(Tier 3) Project Title: Woodland Elementary 2017 Addition Data filename: S:\l5D196\E5 Woodland1152297 2017 Addition\30CD MILESTONE5ICOMCheck�152297 Repoprt dgete: 8/f5/19 ComCheck-Elec.cck • Project Title: Woodland Elementary 2017 Addition Report date: 10/25/16 Data filename;, S.\15D196\ESSWoodland\152297-2017 Addition\30.CD MILESTONES\COMCheck1152297 Page 9 of 9 ComCheck-Elec.cck COMcheck Software Version 4.0.5.1 Envelope Compliance certificate Project Information Energy Code: 2012 IECC Project Title: Woodland Elementary 2017 Addition Location: Eagan,Minnesota Climate Zone: 6a Project Type: Addition Vertical Glazing/Walt Area: 30% Construction Site: Owner/Agent: Designer/Contractor: 945 Wescott Road ISD#196 Nick Marcucci Eagan, MN 55123 3455 153rd St.W Wold Architects&Engineers. Rosemount,MN 55068 332 Minnesota St,Suite W2000 St.Paul, MN 55101 6512277773 n ma rcucci @wold ae.com Building Area Floor Area 1-Office Addition(School/university):Nonresidential 3690 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorial Perimeter Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1-Office Addition] 3690 -- 31.4 0.031 0.032 Exterior Wall 1:Concrete Block:8",Partially Grouted,Cells Empty, 2155 --- 12.5 0.067 0.078 Medium Density,Furring:None,[Bldg,Use 1-Office Addition] Window 1:Metal Frame with Thermal Break,Pert'.Specs.:Product ID 280 -- --- 0.350 0.360 P-EFC-48180,SHGC 0.33,[Bldg.Use 1-Office Addition](b) Window 2:Metal Frame Curtain Wall/Storefront,Pert Specs.:Product 290 --- 0.340 0.360 ID P-EFC-48182,SHGC 0.35,[Bldg.Use 1 Office Addition](b) Exterior Wall 2:Steel-Framed.16"o.c.,[Bldg.Use 1-Office Addition] 278 0.0 20.0 0.044 0.064 Curtain Wall:Metal Frame with Thermal Break:Fixed,Pert Specs.: 61 — -- 0.220 0.360 Product ID 100,SHGC 0.39,[Bldg.Use 1-Office Addition](b) Door 1:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 24 -- -t- 0.220 0.770 Specs.:Product ID 100,SHGC 0.39,[Bldg.Use 1-Office Addition](b) Door 2:Glass(>50%glazing):Metal Frame,Entrance Door,Per!. 24 --- _ 0.220 0.770 Specs.:Product ID 100,SHGC 0.39,[Bldg.Use 1-Office Addition](b) Door 3:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 24W 0.220 0.770 Specs.:Product ID 100,SHGC 0.39,[Bldg.Use 1-Office Addition](b) Door 4:Glass(>50%glazing):Metal Frame,Entrance Door,Pelf. 24. ,•- 0.220 0.770 Specs.:Product ID 100,SHGC 0.39,[Bldg.Use 1-Office Addition](b) Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 1-Office 156 — 10.0 0.480 0.540 Addition](c) Project Title: Woodland Elementary 2017 Addition Report date: 10/26/16 Data filename: S:\ISD1961ES Woodland\152297-2017 Addition\30.CD MILESTONES\COMCheck\152297 Page 1 of 9 ComCheck.cck (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope PASSES: Design 6%better than code Envelope Compliance Statement Compliance Stafernent..The proposed envelope design,represented in this document is consistent with the building plans, Specifications,and'other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2012 IECC requirements In COMcheck. rsion 4.0.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 14 'Name Tial fg,atu, Date Project Title: Woodland Elementary 2017 Addition Report date: 10/26/16 Data filename: S:\1SD196\ES Woodland1152297-2017 Additiont30_CD MILESTONES\COMCheck\152297 Page 2 of 9 ComCheck.cck -- COMcheck Software Version 4.0.5.1 rift Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the COMcheck software -reit in the"Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen..For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed. Where compliance Is itemized in a separate table, a reference to that table is provided., a x,+ s. "Sectlbn4° l n k mtsA sutntfo> 40- R wily C103.2 Plans and/or specifications provide all ,QComplies Requirement will be met. [PR1]1 information with which compliance I❑Does Not can be determined for the building I,❑Nat Observable envelope and document where i exceptions to the standard are '❑Not Applicable .claimed. 1 , C406 ;Plans,specifications,and/or l❑Compiies (Requirement will be met. [PR9]1 calculations provide all information ❑Does Not i Iwith which compliance can be ❑Npt Observable I ;determined for the additional energy ¢ 'efficiency package options. ❑Not Applicable C402.3.1 .The vertical fenestration area<=30 1❑Complies 'Requirement will be met. [PR10]1 'percent of the gross above-grade wall ;❑Does Not ;area.. ; ., '❑Not Observable' l ;❑Not Applicable C402.3.1 :The skylight area <=3 percent of the ! Complies !Requirement will be met. [PR11]i gross roof area. ❑Does Not I i ❑Not Observable I ❑Not Applicable 'C402.3.2-, (Skylights In office,storage, ❑Complies ;Exception:Requirement does not apply. 2 automotive service,manufacturing, ,❑Does Not I [PR15]' non-refrigerated warehouse,retail LONot +store,and distribution/sorting area Observable E !have a measured haze value> 90 '❑Not Applicable l 1percent unless designed to exclude direct sunlight. Additional Comments/Assumptions: 1(High Impact(Tier 1) 2; Medium Impact(Tier 2) I 3 !Low Impact(Tier 3) Project Title: Woodland Elementary 2017 Addition Report date: 10/26/16 Data filename: S:\ISD196\ES Woodland\152297-2017 Addition`30_CD MILESTONES\COMCheck\152297 Page 3 of 9 ComCheck.cck • Section °' 3 Eooti'ng' oun4jtion inspep�ion Compplies? Commens/Assur pttans C41Z ",6 Slab edge Insulation R-value. ❑Complles ;See the Envelope Assemblies table for values. . tF03)= 51 !❑ .1, 1 Does Not ;❑NotObservable, .. ;DNot Applicable O3g3 2Y PSlab edge insulation Installed per ❑Complies ;Requirement will be met. c[FCt4j?� .„F1,manufacturers Instructions. i❑Does Not ❑Not Observable ❑Not Applicable rig4O Slab edge Insulation depth/length. ;❑Complies ;See the Envelope Assemblies table for values. OS Slab Insulation extending away from ;❑Does Not � i building Is covered by pavement or >=10 inches of soil. f❑Not Observable I ❑Not Applicable C403.2.8. Exterior insulation protected against l❑Complies Requirement will be met. 1 damage,sunlight,moisture,wind, '❑Does Not l [F06]1 €landscaping and equipment l 1. 'maintenance activities. ;❑Not Observable f :0NotApplicable i; C402.2.a I Bottom surface of floor structures ;❑Complies f Exception:Requirement does not apply. [FpI2i *Incorporating radiant heating ❑Does Not 1 y Insulated to>=R-3.5. 4 fSee the Envelope Assemblies table for values. a ,❑Not Observable -- 1 ❑Not Applicable i Additional Comments/Assumptions: 1 High Impact'(Tier 1) "2; Medium Impact(Tier 2) 3';'Low Impact(Tier 3) Project Title: Woodland Elementary 2017 Addition Report date: 10/26/16 Data filename: S:\ISD1961ES_Woodland\152297-2017 Addition\305D MILESTONES\COMCheck\152297 Page 4 of 9 ComCheck.cck Seetion " Yraming/Rough In Inspection �Qniptios? omtnerrt ldiss mi io71 C402.4.1, :The building envelope contains a ;❑Complies :Requirement will be met. C402.4.2 continuous air barrier that is sealed in 1.❑Does Not [FR16]1 an; approved manner and either ❑Not Observable (constructed or tested in an approved manner.Air barrier penetrations are i❑Not Applicable ,sealed in an approved manner. j C_49_2.4,3,t ;Factory-built fenestration and doors (❑Complies ;Requirement will be met. C402 44'. are labeled as meeting air leakage , Does Not [FR18[ requirements. + ,DNot Observable .,,F r k ❑Not Applicable = C40244.7, ;Vestibules are installed on all building ;❑Complies ;Requirement will be met. [FRIG{ entrances.Doors have self-closing -❑Does Not devices. '❑Not Observable ❑Not Applicable C402.3.3, 'Vertical fenestration U-Factor, ,❑Complies ;See the Envelope Assemblies table for values. C402.3.4 I❑Does Not (FR811 I DNot Observable { ;❑Not Applicable C402.3.3 :Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]1 a k❑Does Not ;❑Not Observable. :❑Not Applicable C 3blil ;Fenestration products rated in ;DComplies 'Requirement will be met. :1j accordance with NFRC. "❑Does Not i ❑Not Observable ;❑Not Applicable I C303.1.3 (Fenestration products are certified as ;❑complies ;Requirement will be met. [FR13]1 'to performance labels or certificates ❑Does Not provided. + ❑Not Observable I ❑Not Applicable 1 ,''412,77' U-factor of opaque doors associated I❑Complies (See the Envelope Assemblies table for values. F• with the building thermal envelope 10Does Not f r;meets requirements. ;❑Not Observable I ;❑Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) Medium Impact(Tier 2) 1. 3 Low Impact(Tier 3) I Project Title: Woodland Elementary 2017 Addition Report date=. 10/26/16 Data filename: S:\ISD196\ES_Woodland\152297-2017 Addition\30 CD MILESTONES\COMCheck1152297 Page 5 of 9 ComCheck.cck Section # Mechanical 13oug1 M Inspection Complies? ,i , Comments)AssUmptid`ns &Req iD w ._ .. _. y__ F, 0402 45. ,Stair and elevator shaft vents have ;❑Complies ;Exception: Requi, ' irement does not apply. 1 motorized dampers that automatically I❑Does Not l ME3I3 !close. i � I i❑Not ❑Nat ApplicableObservable c402.4.5. J Outdoor air and exhaust systems have.❑Compiles ;Requirement will be met. 2 imotorized dampers that automatically ❑Does Not (2/4E5613shut when not in use and meet phot Observable maximum leakage rates._Check gravity dampers where allowed. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) .2 [Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Woodland Elementary 2017 Addition Reportdate: 1.0/26/16 Data filename: S:\ISD196\ESWoodland\152297-2017 Addition\30 CD MILESTONES\COMCheck\152297 Page 6 of 9 CorCheck.cck . Insulation Inspection Camp�ies? fr Comri1e tsI s u;r etlans' C402.4.1. :All sources of air leakage in the tCDCofnplies ;Requirement will be met. 1building thermal envelope are sealed, I❑Does Not , [IN111 :caulked,gasketed, weather stripped I❑Not Observable; or wrapped with moisture vapor- ' apor- I<]Not A Observable 'permeable wrapping material to ppi ;minimize air leakage. : i C402.4.2. `Roof R-value. For some ceiling QComplies (See the Envelope Assemblies table for values. 1 systems,verification may need to QDoes Not [INV occur during Framing Inspection. I i ,❑Not Observable 1QNot Applicable `C303.2 [Roof insulation installed per i❑Complies 'Requirement will be met. [INV Imanufacturers instructions.Blown or 10Does Not poured loose-fill insulation is installed 1 Not Observable'' only where the roof slope is<=3 in I i, 12. ,DNot Applicable 1 C303.2 Above-grade wall insulation installed 1CDt omplies Requirement will be met. [IN7]1 per manufacturer's instructions. lEbots Not I❑Not Observable ;DNotApplicable l 0 .2,5 . Floor Insulation R-value. "QCamplies ;See the Envelope Assemblies table for values. i Pitt es Not ` y f A �„'a IDNat Observable ;❑Not Applicable C3O3a1 ,,Building envelope insulation is labeled ;(Complies Requirement will be met. llip with R-value or insulation certificate 1—Does Not -r providing R-value and other relevant [ I if# ,data. ❑1VotObservables fDNot Applicable 0303 2.1 °Exterior insulation is protected from j❑Complies ;Requirement will be met. ii}i4? ` ,damage with a protective material. '❑Does Not :ii Verification for exposed foundation t "insulation may need to occur during Observable .,w Foundation Inspection. S❑Not Applicable C402.2.1 '#Insulation Intended to meet the roof 10Complies ,Requirement will be met. [IN17]3 [insulation requirements cannot be I❑Does Not "installed on topof a suspended Iceiling. Mark this requirement i❑Not Observable I compliant if insulation is installed ONot Applicable accordingly. i i- Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 'Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Woodland Elementary 2017 Addition Report date: 10/26/16 Data filename; S:\ISD196\ESWoodiand1152297-2017 Addition\30_,CD MILESTONES\COMCheck\152297 Page 7 of 9 ComCheck.cck Section s a # Flinal inspection Complies? �C mmen slAssuniptior�s S ega >` _ �n _ oy > t4 , ., C402.4.6 ;Weatherseals installed on all loading ❑Complies Exception:Requirement does not apply, [F137)1 'dock cargo doors. ;❑Does Not 1(]Not Observable ;QNot Applicable C402 48 `Recessed luminaires in thermal I❑Complies ;Exception: Requirement does not apply. 1I I26]3 envelope to limit infiltration and be IC I❑Does Not I rated and labeled.Seal between Interior finish and luminaire housing. ❑Not Observable ❑Not Applicable C406 I Efficient HVAC performance,efficient ;❑complies Requirement will be met. [Fl34]1 lighting system,or on-site supply of ❑Does Not renewable energy consistent with i❑Not Observable what is shown the approved plans. I❑Not Applicable Additional Comments/Assumptions: 1 High,Impact(Tier ii 2'! Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Woodland Elementary 2017 Addition Report date: 10/26/16 Data filename: S:\ISD196\ES_Woodiand\152297-2017 Addition\30 CD MILESTONES\COMCheck\152297 Page 8 of 9 ComCheck.cck A Special Inspection Final Report Woodland Elementary School Addition 945 Wescott Road Eagan, Minnesota Prepared for Independent School District #196 BRAUNProject 61701453 August 17, 2017 INTERTEC Braun Intertec Corporation The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax:952.995.2020 NTERTEC Minneapolis,MN 55438 Web:braunintertec.com IThe Science You Build On. August 17,2017 Project B1701453 Ms. Heather Nosan Independent School District#196 14445 Diamond Path West Rosemount, MN 55068 Re: A Special Inspection Procedural and Final Report Submittal Woodland Elementary School Addition 945 Wescott Road Eagan, Minnesota Dear Ms. Nosan: This report details the procedures used in our evaluation and the conclusions related to the special inspection requirements detailed in the Special Structural Testing and Inspection Program Summary Agreement for the Woodland Elementary School Addition.Also included are the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures Special inspection services were provided by International Code Council(ICC)certified special inspectors in accordance with our contract and the project documents which include referenced State Building Code, including adopted portions of Chapter 17 International Building Code(IBC),the project special inspection schedule and the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the design professionals or the code official as needing special inspection under the guidelines of the State Building Code to determine compliance with the approved construction documents.The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them,judge or modify construction documents. Only the engineer-of-record or the architect-of- record can do so. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of the inspections and testing. Daily reports were distributed periodically as they were prepared.As part of this report, items needing correction or discrepancies observed from the approved construction documents are noted. AA/EOE Independent School District#196 Project B1701453 August 17,2017 Page 2 Project Documents The project documents that were provided to us were used as the basis of our inspections.When we received approved plan modifications,the modifications were also used to evaluate work completed. Inspections were performed based on the provided record documents.When provided with shop drawings,they may be referred to but were not considered record documents for the project. Soils Basis for Soils Observations A geotechnical evaluation was performed for this project by Braun Intertec under project number B1605162, dated August 25, 2016. In this evaluation,four soil borings were performed to evaluate the subgrade conditions.The soil borings primarily encountered silty sand,silty clayey sand, poorly graded sand, poorly graded sand with silt; however, existing fill depths ranged from 7 to 20 feet.The evaluation recommended that the building addition be supported by helical anchors,due to the depth of the deep fill.The evaluation recommended the anchors extend through the fill and bear within the underlying glacial soils. Based on an estimated axial service capacity of 50 kips,we estimated preliminary anchor depths of 30 to 35 feet below existing grades. Soil Testing Procedures Utility work was required below the proposed addition and testing of the backfill was performed. Imported additional fill was also placed to achieve design subgrade elevations of foundations and slabs.We tested compaction of the fill by the Nuclear Moisture Density Method(ASTM D 6938)which determines in place density,to evaluate soil compaction by comparing to the results obtained in laboratory Proctor test results. The test results were distributed under separate cover as they became available. In addition to evaluating relative density and moisture content of the fill,we also observed that the soil classification of the fill was consistent with the requirements of the project documents. Soil Testing Results Compaction tests of the utility backfill and imported fill below the addition met the requirements of the geotechnical report. BRAUN INTERTEC Independent School District#196 Project B1701453 August 17,2017 Page 3 Soils Conclusions The required testing in the field and laboratory have been completed. Compaction testing completed during placement of backfill and additional required fill indicated the procedures used by the contractor were adequate to compact the backfill and fill in accordance with the project requirements. Due to the in-place existing fill and site/building constraints,the design team elected to support the building addition on helical piles.There are currently no outstanding or unresolved soils-related issues. Helical Pile Foundations Helical Pile Observations Helical piles were installed to support the building addition and slabs. Prior to installation,we observed that the piles were consistent in size with the approved construction documents. During the installation,we noted the depth of pile installed and the gauge pressure of the hydraulic attachment used to install the piles.Gauge pressure readings were then compared to the contractor provided calibration chart to document the final torque and load carrying capacity of the pile. Results of the installation observations for the helical piles were summarized in our report"Helical Anchor Observation Notes"dated March 3 through March 13, 2017.These reports were reviewed in preparation of this report and are attached. The designed loading of the helical piles was 50 kips service load (100 kips ultimate)for the building addition.The specialty contractor(Atlas Foundation Company),specified a minimum gauge pressure of 3000 psi(at a measured torque of 9,900 ft-lbs)to achieve the design loads. Helical Pile Foundations Conclusions The required observations in the field have been completed.There are currently no outstanding or unresolved helical pile foundations-related issues. Cast-in-Place Concrete Construction Concrete Reinforcement We reviewed the reinforcement requirements on the project structural drawings and shop drawings,if available.We reviewed steel grade,size, length,spacing, location,epoxy coatings,and splice lengths to evaluate if in-place reinforcement was placed in accordance with the requirements of project plans and specifications.We also noted if in-place reinforcement was free of excessive rust and soil. In addition to observing concrete reinforcement,we reviewed other structural anchors cast into the concrete. We noted that shape and dimensions of the concrete formwork was as noted in the plans and specifications. BRAUN INTERTEC Independent School District#196 Project B1701453 August 17,2017 Page 4 Concrete Placement Observations The special inspector reviewed the mix designation shown on the concrete delivery ticket to document the specified concrete was being placed for the element being placed and that the mix was placed within the specified time limits. During placement of concrete,the inspector also noted any displacement of the reinforcement or other items within the member being placed. If found,the contractor was advised to reposition the items to their original locations. Observations were performed to monitor the procedures used by the contractor to place and consolidate concrete were consistent with requirements of the plans and specifications and typical industry standards. Observations of hot and cold weather curing temperatures and techniques were performed after placement of the concrete when conditions required. Concrete Testing The special inspector observed or performed testing to measure the plastic concrete's slump, temperature and air content during each placement based on the project documents. In addition, concrete cylinders were cast to evaluate the concrete's compressive strength. Concrete cylinders were temporarily stored at the site,then transported to our laboratory for curing and compressive strength testing. Results of the concrete compressive strength testing were distributed as they became available to parties who requested them. Cast-in-Place Concrete Construction Conclusions Reinforcement placement detailed in the attached Special Inspection Daily Reports were observed according to the requirements of project plans and specifications.There are currently no outstanding or unresolved reinforcing steel-related issues. Concrete was placed and cured in a manner consistent with the project documents and industry standards. Required testing in the field and in the laboratory has been completed and found acceptable. Compressive strength testing indicates the concrete placed meets project requirements.There are currently no outstanding or unresolved cast-in-place concrete construction-related issues. Structural Masonry Construction Masonry Construction Observations As construction began, mortar, construction of mortar joints,and the location of reinforcement and connectors was observed for installation in accordance with project plans and specifications. BRAUN I NTERTEC Independent School District#196 Project B1701453 August 17, 2017 Page 5 Our observations included evaluating the size and location of structural elements in addition to the type, size,and location of anchors and other details of anchorage of masonry to structural members,frames, or other construction for compliance.We also evaluated whether the specified size,grade, and type of reinforcement was used and if the hot and cold weather curing conditions of masonry were in compliance with the guidelines of the IBC. Prior to grouting,the cleanliness of the grout space, placement of reinforcement and connectors,grout properties,and construction of mortar joints were observed. Placement and consolidation of the grout was observed for conformance with the requirement of the specifications. Masonry Testing Grout prisms were cast and tested in general accordance with ASTM C 1019. Samples were temporarily stored at the site and transported to our laboratory for curing and compressive strength testing. Results of the compressive strength tests were distributed as they became available to parties who requested them. Hollow core masonry units were sampled from the project site for laboratory testing.Samples were transported to our laboratory and tested for compressive strength per ASTM C 140. Compressive strength results were distributed as they became available to parties who requested them. Mortar compressive strength testing was requested.After preparing samples,curing and testing the samples for strength,the results were reported.As noted in ASTM C 1586,compressive strength of mortar is intended to evaluate consistency and should not be considered for acceptance. Structural Masonry Conclusions Required structural masonry observations and testing detailed in the attached Special Inspection Daily Reports have been completed in general accordance with the requirements of the project documents. There are currently no outstanding or unresolved structural masonry-related issues. Structural Steel Construction Welding Visual Shop-Made Weld Observations Visual examination of random fabrication shop welds was completed after the fabricated members were delivered to the site in accordance with the requirements of AISC 360,Chapter N,Section 5.4 and the current AWS D1.1 to document weld quality. However,shop welds were covered with paint and/or primer at the time of observation;as such,we could evaluate only general size and quality of the welds. BRAUN INTERTEC Independent School District#196 Project B1701453 August 17,2017 Page 6 Visual Field-Made Weld Observations Visual examination of the field-made welded connections was conducted in accordance with the requirements of AISC 360,Chapter N,Section 5.4,the current AWS D1.1,and project plans and specifications. Welding Conclusions Fabrication shop-made welded connections detailed in the attached Special Inspection Daily Reports were observed in the field.The quality of the welding was found to be acceptable.There are currently no outstanding or unresolved structural fabrication shop-made welding-related issues. Field-made welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.The connections were found acceptable.There are currently no outstanding or unresolved structural field-made welding- related issues. Bolting Column Anchor Bolts Column anchor bolts were observed to document they were in place and that nuts were installed,fully engaged, and snug tight.The base plates were observed to document they were in full contact with the adjoining surface Tension-Control Bolted Connection Tension-control bolted connection observations were conducted in general accordance with the AISC 360, Chapter N,Section 5.6. We observed and documented that bolt holes were filled,correct bolts were used, nuts were fully engaged, and the splined end of the tension-control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap-off load. In addition, each connection was observed for fit-up and to determine if the • various plies were in contact with one another. Bolting Conclusions Bolted and anchor bolt connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications.There are currently no outstanding or unresolved bolting-related issues. BRAUN INTERTEC Independent School District#196 Project B1701453 August 17,2017 Page 7 Metal Deck Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with the requirements of AISC 360, Chapter N,Section 6,the current AWS D1.3,and project plans and specifications. Items reviewed included the quality,size,and spacing of the welds. In addition,the location and completeness of the side lap fastener installation were observed and evaluated. Metal Deck Conclusions Metal deck welding and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.There are currently no outstanding or unresolved decking-related issues. Conclusion Based upon the inspections conducted,the testing performed,the attached Special Inspection Daily Reports and the reports referenced herein, it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans, specifications,and applicable workmanship provisions of the State Building Code and the International Building Code. BRAUN INTERTEC Independent School District#196 Project B1701453 August 17,2017 Page 8 General Thank you for the opportunity to provide the special inspection and testing services for this project.After review of this Special Inspection Final Report,if you have any questions or require additional information,please contact Joe Westphal at 952.995.2238(jwestphal@braunintertec.com)or Josh Van Abel at 952.995.2310(jvanabel@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Inspecting Firm:Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of th- State of Min sota. bill r '`�//; ,,,��11O1r8/11` frAr Jo/ph L.Westphal, PE :%0�'r '..le { _ LICENSED t ssociate Principal—Project Engineer _ i PROFESSIONAL "s _ License Number:49833 — s ENGINEER # August 17,2017 g . A 49833 A. )444 0 " Joshua J.Van Abel, PE Principal—Senior Engineer Attachments: k>4,00(4...6,_ Special Inspection Daily Reports 1 through 21 Structural Steel Special Inspection Daily Reports 1 and 2 Helical Anchor Observation Notes,4 pages c: Mr. Dale Schoeppner;City of Eagan Dave Rey, PE;Anderson-Johnson Associates, Inc. Katie Russell, PE; BKBM Engineers Mr.Greg Koba;Wenck Construction Mr. Brooke Peterson;Wenck Construction Mr. Douglas Kahl;Wold Architects and Engineers Mr. Nicholas Marcucci;Wold Architects and Engineers BRAUN INTERTEC For Office Use �j I • •: ; Permit#: / 7 T 7 CO a... �.4%.* °,0° 0 E AG N Permit Fee: '' "*"••• Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Payment Recvd: Yes _No I (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Email:buildinginspections4citvofeanan.com Plans: Electronic Paper j Plan Submittal:eplanst citvofeadan.com 2019 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive t� ��t° Date: a.-13- I ( Site Address: erg 5? v otcci' f Rot Tenant: WO0 ,I,OI,Iil O( t L1eiV1'weviCt 1' #) Suite#: / Property Owner Name: V boot i0 / of Phone: 4 a - r p�f 2 Name: IA11117,41 IPlyw►4fWt iiktb License#: MN— OU�5SS J Contractor Address: I?D� S$) ��j chattel/ �70 City: �� State:MN Zip: �a Phone: 451-"Iq lig' Email: o,elel ilj►aa0�&w91,0►'1,11.C0Vli New Construction Addition Modify Space Replacement Repair Rebuild Work in Right-Of-Way Description of work:IASI-61,iI oiON,bLe cfr c,I - ktgUGclovt/ eaVlit1+ 4' Type of Work Irrigation System(__,yes I__no)(_RPZ I_PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required-Call Utilities at(651)675-5646 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices?_Yes_No Flushometers Yes_No COMMERCIAL FEES Contract Value$ O O x.015 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) $ 1 0 Permit Fee Surcharge=Contract Value x$0.0005 $ Surcharge If the project valuation Is over$1 million,please call City for Surcharge $ TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department,(651)875-5646,for required fee amounts. $ Meter Fee $ Radio Read State Surcharge =$ (0-CO TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeauan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this Information is complete and accurate;that the work will be In conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X Kautot Gotri Applican!'s Printed Name Applica s Signature Page 1 of 4 For Office Use \ \ ' B Permit q` n E AGA wc-Eiv0 Permit Fee: (r% DEC 16 2019 Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Payment Recvd: Yes No (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Email: buildinginspections(u�cityofeagan.com Plans:�V" Electronic 1) Paper Plan Submittal:eplansCa.citvofeagan.com L 2019 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive Date: 12-16-19 Site Address: 945 Wescott Road Tenant: Woodland Elementary Suite#: Property Owner Name: ISD 196 Phone: 612-919-1042 Name: Wenzel Plymouth Plumbing License#: PM061555 Contractor Address: 1959 Shawnee Rd, Suite 1; City: Eagan State: MN Zip: 55122 Phone: 651-452-1565 Email: kgoehring@wppmn.com New Construction ✓ Addition Modify Space Replacement Repair Rebuild Work in Right-Of-Way Description of work: Install spill resistant pressure vacuum breaker assembly Type of Work Irrigation System( yes/ it no)( RPZ/✓ PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required—Call Utilities at(651)675-5646 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices? Yes No Flushometers Yes No COMMERCIAL FEES Contract Value$ x.015 $60.00 Permit Fee Minimum60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) $ Permit Fee Surcharge=Contract Value x$0.0005 $ Surcharge If the project valuation is over$1 million,please call City for Surcharge $ 60.00 TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Meter Fee $ Radio Read $ State Surcharge $60.00 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit, but only an application for a permit,and work is not to start without a permit,that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Kayla Goehring Kayla Goehring DateaI2019122161419 0-0600 Applicant's Printed Name Applicant's Signature Page 1 of 4 L./L/0 FOR OFFICE USE o q Approved By: Date:/k ) o 1 Required Inspections: _Under Ground Rough-In Air Test _Gas Test Final PRV Required:_Yes_No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 2 of 4 EAGAN F1od� 3830 PILOT KNOB ROAD 1 EAGAN, MN 55122-1810 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-5694 fl JUL 2 2 2020 Email: iu ildinginspectionsc c itvofeaaan.com Plan Submittal: eolans@cityofeagan.com 6YC� ECEIVE For Office Use Permit #: ,/ (04. ' Permit Fee: C/' `- ' -sb )1,41 staff:. Payment Recvd: _Yes No I Plans: _ Electronic — Paper I 2020 COMMERCIAL PLUMBING PERMIT APPLICATION 0 Please submit two (2) sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email, CD or flash drive Date: 7-22-2020 Site Address: 945 Westcott Road Tenant: woodland Elementary school Suite #: Property Owner Name: Phone: Contractor Name: NAC Mechanical and Electrical License # PC642594 Address: 1001 Labore Industrial Ct city: Vadnais Heights state: MN Zip: 55110 Phone: 651-230-7753 Email: mtaylor@nac-hvac.com Type of Work i V New Construction Addition ✓ Modify Space Replacement Repair Rebuild Work in Right -Of -Way Description of work: Add (2) sinks with goose neck faucets and (2) bubblers in new countertop Irrigation System (_ yes / no) (_, RPZ / PVB) — _ • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meter Required — Call Utilities at (651) 675-5200 to verity tests passed prior to pickino up meter. Domestic: Size & Type Fire: 1 Average GPM High demand devices? _Yes _No Flushometers _Yes No COMMERCIAL FEES $60.00 Permit Fee Contract Value $ 19,000.00 x .015 Minimum 285.00 $60.00 PVBIRPZ Permit Surcharge = Contract If the project valuation $ Permit Fee (includes State Surcharge) $ 9.50 Surcharge Value x $0.0005 is over $1 million, please call City for Surcharge $ 294,50 TOTAL FEE The following fees connecting a new Contact the City's Engineering may apply when installing a new lawn irrigation system or $ Water Permit water service. $ Treatment Plant Department, (651) 675-5646, for required fee amounts. $ Meter Fee $ Radio Read $ State Surcharge _ $ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's webslte at vAvw.citvofeanan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of thepf 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 vtiat the work .aceer s i with the approved plan in the case of work which requires a review and approval of plans. xMike Taylor Applicant's Printed Name X Applicant's 1 ature Page 1 of 4 Page 2 of 4