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1340 Wescott RdCity of Earn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: c'1-1 Permit Fee: S Date Received: Staff: 2010 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: 12` Z- 0 Site Address: r'IO Wt!St 2.na Tenant: \v.��SC.L ± \__�. ,4r `'Ot e - Suite #: 1 1 PROPERTY OWNER Name: AMV..! Phone: Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK ' Description of work: -elbe O P _ Construction Cost: Estimated Completion Date: CONTRACTOR - Name:,77)67 min its te.Tf-=riret, o,- - License #: (_,- -0 95 Address: ill tri61e.trNa. cA-.AC ., LCity: SC . -5r1c3 State: )ll /r1 Zip: ,5n/ C3 Phone:'Si ` c;'61 ` /g6() Contact: Email: FIRE PERMIT TYPE Sprinkler System (# of r heads ,--.) WORK TYPE _New _Addition )(, _ Fire Pump _ Standpipe _Remodel _Alterations Other: _ Other: DESCRIPTION OF WORK: Commercial _ Residential _ Educational FEES $50.50 Minimum (includes State Surcharge) OR surcharge is $. . 5.5,‘" increases by $.50 for each Permit Fee requires a $1.00 surcharge). Contract Value $ x 1% Permit Fee State Surcharge TOTAL FEE = $ 50 - If Permit Fee is Tess than $1,000, = $ - If Permit Fee is > $1,000, surcharge $5 $1,000 Permit Fee (i.e. a $1,001-$2,000 3/4" Displacement Fire Meter - $203.00 $ Fire Meter $ _' TOTAL FEE -'_ - _a_ __ �_c�a..... .....4 ....mme, nnnta +, ha ncarl *Requirements: 2 complete sets of drawings and specifications, I hereby apply for a Fire Suppression System permit and acknowledge that the information conformance with the ordinances and codes of the City of Eagan and with the Minnesota B only an application for a permit, and work is not to start without a permit; that the work will which requires a review and approval of plans. \•)\(1P Applicants Printed Name x is complete and accurate; that the work will be in • ing/Fire Codes; that I understand this is not a permit, but accordance t the approved plan in the case of work Applicant's Signature S'0 zJ6-��tf k� 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.org FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Trip Conditions of Issuance: Flow Aiarm Drain Test Rough In Pump Test Central Station Permit Reviewed by: Final Date: /122 / / (>20 10 City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink OJECC_ d Permit#: / -767-7 Permit Fee: J /' Date Received: Staff: 2010 COMMERCIAL BUILDING PERMIT APPLICATION >1.2 44( 6rs I.1 Date: d/2 -/z0 /0 Site Address: 1'119 (4) s c,i-r , 'oa2 E, II Tenant Name: 11111 1-4414.1 - L1td$4an u- P (Tenant is: tib New / Existing) Suite #: Former Tenant: PROPERTY OWNER Name: 4 Akorit CO 4 A/71/ (1e,)Gh d Phone: 65-14t - ¢ 58 - -33 Vi, Address / City / Zip: /SW 46 seep 3-s/ /14T/N 5tS1 ,) ;7 33 1 Applicant is: X Owner Contractor TYPE OF WORK Description of work: ,4Ioc€ I Ix/Al Sete -e. 47 ea" Cts Service. 4 4;4* -0- Construction Cost: IF 1,3j S'oo (crtr) / CONTRACTOR Name: C i 2 I CC/14/61(A- C l C/ 1 License #: , City: L, Lir/(6. Address: 1 , it I iCL(I t fiii ''. (__,.. l:-::(_,142..._.< State: V ) il Zip: `.;=;- 3 7 Phone: _, .(i574 -7S- _ 0 Contact: (,��1-t, ( (� V' /`� I'jl� Email: ARCHITECT / ENGINEER Name: 0.1) Id 4r6414-ecf5 1 I`n9;t4.2vs Registration #: /ss—s Nick iH4,t cai Address: 3oS 54. Pe -(-v 5-. City: 54. "'GPO State: MIU Zip:Cr/D Z 7 Phone: 66-1- Z2 -7713 Contact Person: Agt MRt•GGiCL Email: Pt mavcu.c -; A zooid et e. torr, 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.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 wor hich requiro. a review and approval of plans. X gra(' / 5416•4 et A Applicant's Printe:L�e Page 1 of 3 tj't C t J1d. DO NOT WRITE BELOW THIS LINE (77O ---/s SUB TYPES Foundation Apartments Lodging Miscellaneous WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100% V) Census Code # of Units # of Buildings Type of Construction _ Public Facility /Public Facility / Industrial Greenhouse / Tent Antennae ✓ Interior Improvement Exterior Improvement Repair Water Damage 35', ciao 1 7r. 5 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Occupancy Code Edition Z(J6%MS,BG Zoning Stories Square Feet Length Accessory Building Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Reroof Windows Fire Repair ,4.3 Demolish Building* Demolish Interior Demolish Foundation Salon Owner Change *Demolition of entire building — give PCA handout to applicant Width Drain Tile Roof: _Decking Insulation Ice & Water V Framing Fireplace: _Rough In Air Test Final Insulation Meter Size: Final MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers v heetrock Final / C.O. Required Final / No C.O. Required Other: Pool: Footings _Air/Gas Tests Final Siding: Stucco Lath _Stone Lath Brick Windows Retaining Wall Erosion Control Final CIO Inspection: Schedule Fire Marshal to be present: Yes v No Reviewed By: l L , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 543 . �o J9.So 3&L.28 2100•0"' jDD .s -v 735.00 Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL 388. 28 Page 2 of 3 AlAA Metropolitan Council Environmental Services November 8, 2010 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Dewey's Cafe to be located at Wescott Library —1340 Wescott Road within the City of Eagan. This project should be charged 1 SAC Unit, as determined below. Charges: Coffee Shop — drinks only, no food prepared Indoor seating 393 sq. ft. @ 15 sq. ft./seat @ 23 seats/SAC Unit SAC Units 1.14or1 It is the Council's understanding there will be no outdoor seating. If at any time outdoor seating is added a determination should be made, as it is also subject to SAC evaluation. 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, call me at 651- 602-1118 or email karon.cappaert@metc.state.mn.us. Karon Cappaert SAC Technician Environmental Services Division KC:kb: 101108A6 Determination expiration: November 8, 2012 cc: J. Nye, MCES Peggy Fleck, Eagan (email) Steven Saienga, Dakota County (email) www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 An Equal Opportunity Employer 9 CityofEa�afl � f (fir; �- � ��" �' 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 172 11AR SO 2009 For Office Us Permit #: OJT Permit Fee: Date Received: Staff: 2009 COMMERCIAL/PLUMBING PERMIT APPLICATION Date:3" ' .- Site Address: / 3 C/ 0 /Visc ! f r Tenant: Lvis Ljtf" - L % f a� Suite #: PROPERTY OWNER I {� Name: PeKti *VIA, wt Phone: /. CONTRACTOR /"'7 i 4ri16 Name: �� " t,rt.�� ' vYlf�� License #: Gt �� ](D`�/l /��? � // "� Address: t. 67 PG' l h //,lc City: 2Gyve(l�/4 State:A/ zip: 3-.5o IA( Phone: -! - lir,ITY Contact Person: .CGe 7L f` /Mitt er 0 7.c..) TYPE OF WORK New Replacement Repair Rebuild %Modify Space Work in R.O.W. 7 , , ' Description of work: h i- / . - //9 t �l f r-\ G A. PERMIT TYPE COMMERCIAL New Construction A 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 $ L// Orf O, OC) x 1% Required - If Permit Fee is Tess than _ $ 5-o, 50 Permit Fee on ALL new buildings and boulevard irrigation systems 4 = $ 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 $ 500 5° 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. ‘041-- pm Applicant's Printed Name l ' x(� Applicant s Signature FOR OFFICE USE Approved By: Required Inspections: Under Ground Rough -In _Air Test Gas Test PRV Required: Yes No Page 1 of 3 - - - - - - - - - - - - - - - - - For Office Use itr Permit City of Sol Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: L-----------------I 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date: SiteAddress: ! S £f 1 Tenant Name: l? - te l cy (Tenant is: New / Existing) Suite PROPERTY OWNER Name: /+C. c(/i/r_ \o Lcx~, Phone: Address / City / Zip: do Hwy . S r r~, C JV J~ U~ Applicant is: Owner Contractor TYPE OF WORK Description of work: iUU v ff riJ er Construction Cost: 16 'Cop CONTRACTOR Name: / `e f z C License Address: ~ ~5 I C/ C_ k0 r,-+r\ S4 • F . City: s+ State: Zip: - 3~~ O ( 1 Phone: 761 _ 1/-3 6?3 7 Contact Person: ~ ~ c i~ cue r ARCHITECT / Name: tA?O 1(r\ Registration ENGINEER L n ' 9 Address: Rf r",S fc/ S I / City: Cn 1 State:.~Jy zip: Phone: In - JCr 7 Contact Person: S+P y-p_ t/ co 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. 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 ich requires a re iew and approval of plans. X c r ~ O rr\ yC c x / Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation / Public Facility Accessory Building Apartments V Commercial I Industrial Exterior Alteration-Apartments Lodging Greenhouse I Tent Exterior Alteration-Commercial Miscellaneous Antennae Exterior Alteration-Public Facility WORK TYPES / New Interior Improvement Siding Demolish Building* Addition Exterior Improvement Reroof Demolish Interior Alteration Repair Windows Demolish Foundation Replace Water Damage Fire Repair Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION 7-0/1-&7 A-eafrI Xe;A4 000-1-. / Valuation 0r0 Occupancy ' 3 MCES System V/1 . Plan Review ? Code Edition Zaa 7 s15BG SAC Units d ~,t /SriNG 'OA16 (25%_ 100%~ Zoning City Water Census Code Stories Booster Pump # of Units 0 Square Feet PRV # of Buildings I Length Fire Sprinklers Type of Construction -9• .8 Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: -Decking -Insulation -ice & Water -Final Pool: _Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes /No Reviewed By: LL°' Building Inspector Reviewed By: I - , Planning COMMERCIAL FEES Base Fee I R/. 7 S' Water Quality Surcharge S . a a Water Supply & Storage (WAC) Plan Review /2-I• GI Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: PLA-W CaP~ 5 O O Trail Dedication Water Quality TOTAL 3 Z-G. 39 Page 2 of 3 t 401 C!tyofEaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit #: Permit Fee:_� Date Received: Staff: 2010 COMMERCIAL BUILDING PERMIT APPLICATION Date: 6-09-10 Site Address: Wescott Library 1340 Wescott Rd Tenant Name: Wescott Library J (Tenant is: New / X Existing) Suite #: Former Tenant: PROPERTY OWNER Name: Dakota County Facilities Management Phone: 651-438-8300 ft ddress / City / Zip: 1590 Hwy 55, Hastings, MN 55033 Applicant is: Owner X Contractor TYPE OF WORK Description of work: Built-up Reroof Construction Cost: $260, 702.00 CONTRACTOR Name: Berwald Roofing Company, Inc. 20015088 License #: Address: 2440 North Charles Street City: North Saint Paul State: MN Zip: 55109 Phone: 651-777-7411 Contact: Steve Hegge Email: steveh@berwaldroofing.com ARCHITECT / ENGINEER Name: Roof Spec, Inc. Registration #: Address: 2400 Prior Ave N City: St. Paul State: MN Zip:55113 Phone: 651-639-0644 Contact Person: Tom Pekron Email: Licensed plumber installing new sewer/water service: Phone #: 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.org 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 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 rk which requires a review and approval of plans. Eugene Berwald, President Applicant's Printed Name Appli nt's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation /Public Facility Apartments / Commercial / Industrial Lodging Greenhouse / Tent Miscellaneous Antennae WORK TYPES New Addition Alteration Replace Retaining Wall Interior Improvement Exterior Improvement Repair _ Water Damage DESCRIPTION Valuation 2 L 1 i tv,o-v, Plan Review Code Edition mud Occupancy (25°%oo _'t00°fo--) Census Code #of Units # of Buildings Type of Construction Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: ,X Decking X Insulation Ice & Water it Final Framing Fireplace: _Rough In _Air Test _Final Insulation Meter Size: _ Accessory Building Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Reroof Demolish Building* Demolish Interior Windows _ Demolish Foundation Fire Repair _ Salon Owner Change *Demolition of entire building — give PCA handout to applicant '3 vb7nss� MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall Erosion Control Final CIO Inspection: Schedule Fire Marshal to be present: Yes _No Reviewed By: � , Building Inspector Reviewed By: COMMERCIAL FEES Base Fee 62/ Surcharge /30.35 Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL o?, /S.7. /0 Page 2 of 3 CITY OF EAGAN 3795 Pilof Kno6 Road Eagan. MN 55122 N2 6756 . ~ PHONE: 454-8100 BUILDING PERMIT Receipt # To bs atsd fer Est. Value Dote 19 Sfte Address Erect ? Occuponcy Lot Block Sec/Sub. Alter ? Zoning Parcel # Repcir ? Fire Zone Enlarge ~ Type of Const. oWc Name Move ? # Stories Z qddress Demolish ? Front fc. 3 0 Ci Phone 6rade ? Depth ft. ~ Na~ } Approvoh Fees ~ 0 ~ /Wdress Assessment Pe~mit Water & Sew. ~ ~ T Surchorge Ci Phone Pollce ~yq 0 Plan check j t °C Name Fire V , .14y -O SAC rW Address Eng, nc1~ Water Conn. <W C~ p~~ Planner Water Meter Council Rood Unit I hereby ocknowledpe that I have reod this application state that gldg. Off.~Q the information ls correct and agree to comply with bft applicoble APC Total State of Minnesota Statutes and City of Eogon Ordinances. 0 Sipnoture of Permittee ~ A 1 j2 31.5 0 ~express conditio that A Building Permit is issued to: on ~ ~~,~a all work sholi be done in accordance with nll applicoble 5tote of Minnesota $tatutes and City of Eagan ardinances. Building Oftlcial 1s~ scl - 71- $1 ! hewM # oaN IMwA he~qflf~ PI umbing Mechonical oZ(Q L~ (Z - 2-1 F_tF ck- r ~'L T I n-, c. n- C' ~i l -z -fs( c N_~~5 •-r- flFVa il- INSPECTIONS DATE IIVSP. Qqugh-In Finol Footings Date Insp. Date Insp. Foundotion Plumbing Q• . Frame/ins. L Mechonicol Final t Remarks: ' ~ • ~ ~ v ~ ~ r \ .1 . A . I N ~ 3 ~ ~ ~ CA N, b , ~ • ~ , 1 1 ` ~ ~ \ 1 {r ~ N ~ , ~ ~ N ~ ~ ~ '°PR.'~~'~~-~~'~"°"'+~V~' ~i l~.m.• 1~;~ ~1 ~ F~e^r-~i ~•~':'~c.~:i,-cc~y~ -c~-:~'r.-.-z~r_~~c.~C"'L~,rti-~i as~?`;5.~3c_-'~.y'c`:~-t,~z~~ ~~J . ~ ` f ~~rfxftrtt~~ uf C~rru~ttnr~ of (Eagart ~ arvartnteni O# gwain,g jnapprtim Tbir Cirti ficate rssxed parsrrant to the requiscmeret.r of Saxioa 306 of tbc Uni fo.m Building Coda artiMng tbat at the tiu~e o f issnana thia nructure war in co~n pliarat witb the variau ui ordinarucs o f the City npJatixg bxildireg uvnrtrxrtiox w xtr. Fw tix following: i ~ uv u.. ars~uo. L I BRARY mei. eftm No. 6756 i, A 2.1 II ' PF zorn ~ ~ r~r'~YV~ 7Yr+cu..uucum NA Owmof Dakota County 1560 W. Hwy. 55, Hastings 3,1dc Aw. 1340 Wescott Road,10 02200 014 26 by: A.M.;ofs" March 18, 1983 (tz:~ ti'iiti'ia:~Yl:~~l.`s'..ti'='r]a~:,~.i:i'1.~'~;•1.- _ J'~:_Yia-~.~,.:.~'.i_A~:.1.'`~~~"i~~:_~7a'" ` ~ ~i ` ,~,'R~i"1~'.~,,~~'~ . \biwo s~'~.+P ~~°~./'~1~.J' J' -~'~w.I~'~~'~I?'~i~ _ % _ ~ ,.~.._,4 0.:..a .a ~i • a p '~T LIERAW %CL`ttftCR#C nf CCC1tpQIiC~ (Fitv of Cfagatt zqarttntat of Bxilbixg 3ntI341ettiort ~ • . This Certificate issued pursrcanl ro rhe requirerrtents of the Uniform Building Code certifyireg rhat at the time of issuance this structure was in compliance with the various orriirrances of tke Ciry regulatrng building consrruction or use. For the following: Use Qassifinrion: PUEai.r. FACII'IW 91dg. Permit No. 2~ 1 0-F--Y TYPe AL. 1 B 7..inDisnict Type Const. II IHR Owncr o( Building ~~NTY GSA Addtess 15qO BW 55sHASMffi MN Building Address I 3W RD L.o..Im' I2O::014-76 ? eumog otrw W Date: % POST IN A CONSPICUOUS PLACE CITY OF EAGAN Remarks D~~•• '•f. - ~D -~~a,su/ ~ ~ /U Addition 1SECTION 22 Lot 014 131k 26 parcel 10 02200 014 26 Owner~&~~ Z;~ 4'72-, Street 02qQ "L R State ~AN MQ'? 55123 r ~ = Improvement ? Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING STORM SEW 1018 1986 16673.31 1111.55 15 ,3.3! SAN SEW TRUNK i SEWERLATERRL _ _ _ W / ~ WATERMAIN WATER LATERAL WATER AREA • . i STORM 5EW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STFEET LIGHT WATER CONN. BUILDING PER. sac 6,375.00 25614 7-2-81 PARK INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: ~ Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITE ADDRESS: 1111 14 lS t +,r: r: APPLICANT: PERMIT SUBTYPE: TYPE OF WORK: t!~ ~ i~~ ~ 1 r f~ I t ~!r'~t•I I I i r~ I' E; INSPECTION DA • D• 1~tu I i hit,•, „~„11•:~. I 1~~rt ! !il1P11 hllT 1;1111h 104, iN,,UL A f I iiN 1110101 1 ri i I l;,, r n 11 1 01 F N I i I l , ! I N A I 1'a Itr, i Iltrkl III(: I IN(1I I ~ L ~ Permft No. Permft Holder Date Telephona # S/1fN PLUMBING HVAC ELECTRI 6~g~ ELECTRIC 00 Inspectlon Date Insp. Commente Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orsat Test Fnal Plbg. Plbg. Inspector - Notify Plumber Conat. Mete? Engr./Plan Bldg. Final 7 Deck Ftg. Deck Flnal Well Pr. Disp. Receipt PLUMBING PERMIT Parmit No. A CITY OF EAGAN Fee Fill in numbered speces S/C Type or Prinr leg/b/y Tot. 1. Date 2. Installation Cost 3. Job Address Lot,' f~ Blk. • Tract 4. Owner 5. Contractor A-C T~ Phon~~~~ ~ 6. Address 7. City - State Zip - • 8. Building Type: Residential O Commercial ? Institutional I`~l 9. Work Description: New t Add ? Alter ? Repair ? 10. Describe 11. No. Fixtures No. Fixtures Water Closei Cesspool/Drainfield Bath tubs Septic Tank Lavatory Softner Shower Well Kitchen Sink Urinal/Bidet Other Laundry Tray - Floor Drains Drinking Ftn. Slop Sink Gas Piping Outlets 12. I hereby certify that the abave information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed: for Rough Final Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454•8100 . Receipt MECHANICAL PERMIT Permit No. ' CITY OF EAGAN f. Fee F!lI in numbered spaces S/C Type or Prrnt legib/y Tot. 1. Date 2. Installation Cost " 3. Job Address Lot ~ Blk. Tract ~ 4. Owner 5. Contractor Phone ' , 6. Address ' L . 7. CitY ~ State iZip 8. Building Type: Residentiat ? Commercial O Institutional O 9. Work Description: New C] Add ? Alter ? Repair ? 10. Describe Fuel Type 11. No. Equ'tnment STU - M. Ea. No. Equipment CFM Forced Air Air Handling: Mfg. Boilers ' Mech. Exhaust Mfg. " Unit Heater , Mfg. Other ; Air Cond. Mfg. Gas, Piping Outlets 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : for Rough Final f Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 464-8100 . . . . IN5PECTIUN REC4RD .j CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number. Eagan, Minnesota 55122-1$97 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: PERMIT SUBTYPE: TYPE OF WORK: . • .A I ~ ~ PennR No. PermR Holder Date Telaphone IF ~ ELECTRIC ,~~Q-$.'jv a? - • #d.4 e- S/,~j4 jia - o l ' PLUMBING UDt4()O HVAC Insp. Comments FOOTINGS FOUND FRAMING 3~j8' f 7 W 7 ~ ROOFING ROUGH P UMBING PLBG 7S4,L-A'+~t. AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPWCE FIREPLACE AIR TEST FINAL PLBG - - -f FlNAL HTG ORSAT TEST q•ts"•9~ -P~esr~4- fi.v,f c. A6arm.v BLOG FINAL /g r~ G~ ~~c O.k• Oe•..~r Aee.av vs6 ! ! " f~~~ .a c t 6aw4Q -Jurs frqi¢rio Og-fw eN ~,••Ccvcc T. Y E3SMTF.1. 38ctQ'i~l~I~a ~rc~s Ii rv C 76 ~?ssr Fsl~ BSMT FINAL DECK FTG DECK FINAL 9 I8'77 r i . ' "A-07,00- ~ . , INSPECTION RECORD CITY' OF EAGAN PERMIT TYPE: ~ ~ ~ ~ ~ ~ ~ ~ 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE QDDRESS: „ 1 , t 4 li t, APPLICANT: , . i , i i~ , ~ Itf~ , . , r,~.. , , • PERMIT SUBTYPE: TYPE OF WORK: INSPECTION . lh~:~<~ - ~ L Permit No. Permft Holder Deite Telephona !t ~ ELECTRIC PLUMBING HVAC inspectfon Date Insp. Comments FOOTiNC3S FOUND FRAMING ROOFING ROUGH PLUM8ING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL I CITY OF EAGAN ` Include 2 sets of plans, 1 site plan w/elevations & BUII.DING PE= APPLICATION set of energy calculations. Zb Be Used For Valuation 2nd E) Date -d Z Site Pddress ts~ rQ~ L~waw u`'5~~13 (7F'FICE USE ONI.Y r.ot Ol slocic -ZCF sec./sub. SEe- grect Occupancy PdYCEl 4/)- O 2, n0 ~ 0,9 - 2~ Alt2Y ZOri1Sic3 . Repair Fire Zone O.mer: . Ih-LC v:F-R C5 v~., Fnlarge _ 7.ype of Const. Nbve # Stories Address: Detelish Fmnt ~ 25 ft. Gity/Zip Code: Grade Depth 135" ft. Phone s s 92, s~ APPROVAIS ~-FEES . ,~.\Contractor: -4c Z_o ~j Co . Assessaieits Peindt - z9 - ` ?+later/Sewer Surcharge O' J, n o O S" ~ Address: -,c 3°i ~ t7 Police Plan Check ~ City/Zip Code: -ji v~ o 5 0'~ U Fire SAC /.5-.-v . a.s ~S ~ F~g. Water Conn. Phone 42 13 3 1 Planner Water Meter A/ A Arch./Eng.: Bld Council Road Unit ~ 4• Off Address: 2fn15 O~1i J, AvG APC . city/ziP coae: S-r , e~)A o L- / Phone (a4(o - -l S-~ 1 TCJi'AL y/~ 25 CIT1f OF EAGAN 3795 Pilot Kno6 Rood Eogan, MN 55124 N2 6756 PHONE: 454-8100 - BUILDING PERMIT APPLICATION Receipt To 6s wea for LIBRARY Est. Value $2,798,000 ooteJuly 2 , 191L1_ Site Address 1340 Weseott B.oad Erect occu~ncv A 2.1 Lor 014 Bi«k 26 sec/sun. Seetion 22 Alter ? zoning P•f Porcel # 10 02200 014 26 Repoir ? Fire Zone MA Enlarge p TypeofConst.II-/* - a Nome DakOt.B COUilf.y Move ? # Srories 2 ; Addrea Demolish ? Front 225 ft. 0 Ci phone Gmde ? Depth 135 k, Nome Aetion Conatruetion CO AVVrovefs Fees ~ p o Address Bog 394 Assessment Permit -0- 0~ HUgO 55038 426-1331 Water & Sew. Surcharge 1.000.00 Ci Phone police check 1298•0~ E. Name ~1, Green, Abrahameon Fire ~ 6,375.00 ,e,dd,ess 2675 Ilniversitv AVe. Eng, Water Conn. NA o <W Ci $t'• P8ul phone 646-7501 Planner WaterMefer MA Council Road Unit MA I hereby acknowledge that I hove read this opplication ond state that gldg, pFf, the informatian is carrect and agree to cnmply with oll aDPlicable $8 673 Smte of Minnewta $totutes end Ciry of Eagan Ordinunces. APC Totol f Signcture of Permittee A Buildin9 Permit is iuued to: on the express conditionthot all work shall be done in accordance with al ppplicoble Sta Minnesoro Statutes and City of Eagan Ordinances. Buildirg Official , I Fnrof~ce~{(~5e I Pertnit - , ~ City of Ea~aIl # 3830 Pilot Knob Road 1 Q I Pertnd Fee: • i I Eagan MN 55122 I! J I oate Re~Ned: ~ I Phone: (651) 675-5675 ~ i ~ Fax: (651) 675-5694 j Staff. ('9' I L - - - - I - - - - - - - - - - - - - 1n i P~l ~ 2008 COMMERCIAL BUILDING PERMIT APPLICATION Date: .JUIM 2 3 OO SiteAddress: 131-10 We-scm pBo .Rf1-6.OiUO NN SS1t3'joZ9 Tenant Name: DPtK bT R COMTY L IRkbjt~ (Tenant is: _ New E)dsting) Suite PROPERTY OWNER Name: --i0g @( SEW 'C M~1 Phone: ~O'Jr1"430' y-1b Address / City / Zip: DkK01'YF~ ~r IMI Db. i f 59,0 NIbHbAU 5+~'+ 1~15TIA16, 14At1 55033 Applicant is: ~ Owner _ Contractor -47 TYPE OF WORK Description of work: r G Construction CosY AW#*WM / -~;80~ 7 00 CONTRACTOR Name: M I, G icense Ci Address: (i bv?~^ City: State: Zip: J-~O Phone: Contact Person: , • ARCHITECT / Name: ~ OlI Y~~~ "'12egr i~slC ion Z'y/0z ENGINEER ~ .7~, ~ Address: 71~) Cnr.7t~IZ~ Cily: State:-MdL- Zip: SSYdI Phone: ~OIZ . 3Sg. 3 ZS9 Contad Person: JDE R"GIVQAV Licensed plumber installing new sewedwater service: Phone NOTE: P/ans and stipporting documenis fhai you submit are considered to be public infomtation. Portions of the information may, be classiried as non-public if you provide speciiflk reasons that would permit the City to conclude thaf !he are trade secrets. I hereby acknowledge that this information is complete and awurate; that the work will 6e 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 -Jors- ~cfItow X ~ `r Applicant's Printed Name ApplicanYs Si nat re . .L Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES: ? Foundation ~ Public Facility ? Accessory Building ? Apartments ? Commercial ! Industrial ? Ext. Alteretion-Apartments ? Lodging ? Greenhouse ? Ext. Alteration-Commercial ? Miscellaneous ? Antennae ? Ext. Alteration-Pu61ic Facility . ? NailSalon WORK TYPES: ? New y~ Interior Improvement ? Siding ? Demolish Building• ? Addition ? Move Building ? Reroof Zr Demolish Interior ? Alteration ? Fire Repair ? Demolish Foundation ? Replacement ? Windows ? Water Damage ' Demolition (entire building) - give PCA handout to applicant DESCRIPTION: fJa Valuation ~ 3 ~JG~1 Occupancy If 1 MCES System Plan Review Code Edition SAC Units ~ (25%_ 100%)!L Zoning City Water L.~Ls Census Code ~ Stories Booster Pump ~ # of Units Square Feet PRV ~ # of Buildings Length Fire Sprinklers ¢ Type of Const ~Y Width REQUIRED INSPEC710NS Footings (new bldg) Sheetrock Meter Size: Footings (deck) FinallC.O. Footings (addition) Final/No C.O. Foundation HVAC Drain Tile Other: Roof: _ Decking _ InsWation _ Final _ IceMlater Pool: _Footings _Air/Gas Tests _Final ~ Framing _ Siding: _Stucco Lath _Stone Lath _8rick Fireplace:_R.I. _AirTest _Final Windows Insulation Retaining Wall Final CIO Inspection: Schedule Fire Marshal to be present. VYes _ No Reviewed By: Building Inspector Reviewed By: , Planning COMMERCIAL FEES: Base Fee Surcharge Plan Review SAC-MCES SAGCity ~7•(~ S!W Permit Financial Guarantee SNV Surcharge Storm Sewer Trunk Treatment Plant f300.00 Sewer Lateral -r Treatment Plant (Irrigation) ~ Street Sewer Trunk Park Detlication Water Lateral Trail Dedication . s~ Other Water Trunk Water Quality -r' Water Supply & Storage (WAC) Total ~ Page 2 of 3 Metropolitan Cauncil ~ Environmentai Services July 15, 2008 RECEIVED Dale schoeppner JUL 16 2008 Building Official city of Bagan M.S. & F3., LTD 3830 Piiot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council finvironrnental Services (MCES) Division has determined SAC for the Dakota County VVescott Library remodel to be located at 1340 Wescott Road within the Ciry of Eagan. This pioject should be charged 2 SAC Units, as determined below. SAC Units Charges: NXeeting Room 726 sq. ft. @ 1650 sq, ft.1SAC Unit 0.44 I:ibrary 20 f.u..@ 17 f.uJSAC Unit . 1.18 C~wcEs seC= Total Charge: 1.62 or 2 FZG 'wlt~.~) The business information was provided to MCES by the applicant at this time. It is the City's responsihility to substantiate the business use and size at the tirne of the final inspection. If there is a change in use orsize, a redetermination will need to be rnade. IFyou hava any quas6ons, call me at 651- 602-1118. Sincet;ely, . ~ J . . . _ . . . . . ' ~ ~ PP SAC Technician EnvironnientaJ Services Division KC:kb: 080715A4 cc: J. Nye, MCES Peggy Fleck, Eagan . -Ie£E7.M..~...4 . . . . wcvw, metrocouncil.org . 390 Robert Street Nor[h • St. Paul, MN 55101-1805 •(651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 an e¢wf opponuntt5 gmpfoa~ . - City of Ea~a~ I Permil ~ I Perrnit Fee: qo.6z) 3830 Pilot Knob Road i q_~/ i Eagan MN 55122 I Date Received: 25 ~ ~ Phone: (651) 675-5675 Fax: (651) 675-5694 i Stan: ~ j 2008 MECHANICAL PERMIT APPLICATION L;lc'~t~ g~~ Date: /J'aS"dg SiteAddress: ZOd KBad Tenant: U44 W C L' r= Suite RESIDENT/OWNER Name: Da~ 12tM11 Phone: GSJ ~,~~'~,~a I Address / City / Zip: CONTRACTOR NameAlC CwrL AlifCAmL, I License OSS3~G'P/LI nddress:20S30 AW,& City: Lfl4ob State:-&-d- ziP: 5,3-a411 Phone:yG'tll(mC)-AlyN(EXE IOGkontactPerson: 2 TYPEOFWORK -New _Replacement _Additional ~Alteration Demolition Description. of work: ,7'~~~otliraa~tgrngcmt~d~eh~fi~,~sets4#ac~~~~h'~&filraflns~"~t~r~ri~~ebfth"~x ~1A r=, t,~~,P~' srs ~o~7nfak~zstwc+~vn-~_ d'~ in rm ~~>a ,~m~; PERMITTYPE RESIDENTIAL COMME6CIAL Furnace _ New Construcfion ~ Interior Improvement Air Conditioner _ Install Piping _ Processed AirExchanger -Gas r Exterior HVAC Unit ' HVAC units must be screened _ Heat Pump Under! Above ground Tank Insiall Remove) Other " When installing/removing tank(s), call frn inspeciion by Fire Marshal and Plumbin Ins ctor RESlDENTIAL FEES: ; $50.50 Minimum Add-on or altera[ion to an existing unit (includes $.50 State Surcharge) $90.50 Flre repaif (replace burned out appliances, ducnvork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value $_)aocO _ x 1% $50.50 Minimum (includes State Surcharge) vy 90M0 PermitFee - Ii P rmi Fee is less than $1,000, surcharge is $.50. - If Permit Fee is > $1,000, surcharge increases by $.501or each r50 State Sufchafge $1,000 Permit Fee (i.e. a$1,001-$2,000 Permit Fee requires a$1.00 surcharge). $36 O , SO TOTAL FEE I hereby acknowledge ihal [his informa[ion is complete and accura[e; that the work will be in coMOrtnance wRh 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~~!p r plan in [he case of vrork which requires a review a to start witFwut a permit; thal the work vrill be in accordance with ihe approved -pf~pt~ CJ X~ ~ ~ x Applicant's Printed Na e uG 2G 200g 9pplicantli; Signativ # ~ i u~; u rTest- ' ,~srv `T~t-: ib~ar,eat ...=w lu~...-... +,<.,a...._~ W~.. i Clt~ Qf Ea l~Il I Permit ~ . 983QfPilot Knob Road j Permit Fee: -,5,0 I ga1YNIN 55122 - °'!'!!P.}CDne:'(651) 675-5675 ~ Dste Received: Fax: (651) 675-5694 .r _ . I staK: ~ . 2008 COMMERCIAL PLUMBING PERMIT APPLICATION Date: T)5^01 SiteAddress: I-3-9Q WGSCtT-;IL CdAG TenanL• 16LJj~ Q Suite PROPERTY Name: Nka~w `0(nfj Phone: OWNER CONTRACTOR Name:/(/1GC(dit-G 441f d-141scaI License#: 0S13"76 'P/?1 nddress: '.a tl83O 14o If AUe- city: )aA~e r; Ile State: A4/zP: 15'~ Phone: ~Sa7" 1"SSL4I IOTotiontactPerson: TYPE OF New ~ Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W. WORK - Description of work: PERMIT TYPE COMMERCfAL 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 oickina uD meter. Domestic: Size 8 Type Fre: Size & Price 3/4" meter 183.00 Avg. GPM High demand devices? Yes No Flushometers Yes No COMMERClAL FEES: $50.50 Minimum (includes State Surcharge) OR Contrea Value g 1,9, 0a0 x 1°h _ $47 o o O Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 Radio Meter Read - If Permi[ Fee is less lhan E7,000, suroharge is $.50 Meter(5) - If Permit Fee is > E1,000, surcharge increflses 6y $.50 for each $1,000 $1,000 PermR Fee (i.e. a$1,001-$2,000 Permit Fee requires a$1.00 surcharge). •~(1 State Surcharge Following fees apply when installing a new lawn irrigation system. $ Water Perrnit Call the Citys Engineering Department, (651) 675-5646, for required fee amounts. $ Treatmern Plant . $ Water Supply & Srorage $ State Surcharge TOTAL FEES $ , I here6y acknowledge that this informalion is complete and accurate: lha[ the work will be in cronformance wifh the ordinances and codes of the City oi Eagan; that f mWerstand tfiis is irot a peimit, bN onry an application for a permit, and work Is noi to start without a permH; that the work will be in accoNance wilh the apprwed plan in the case ol work which requires a review and approval of plan5. x 7COTT uPf x/1 /.r7+/ ApplicanPs Priote ame pplicanY ignature. @ T Hequi~' d Ins~ctrmrS ~rxier ~'ra~d ~ - h°~~CN~;' ~~t~ ~ ~a S FSta ~ C m~~~ L4 5~,, Page 7 of 3 ~ 2D08 ~ RUG 2 6 . J~o9s` ~ ~ Percnit ' City of Eaian ~ ! I 3830 Pilot Knob Road I Permit Fee: j Ea an MN 55122 ~ 9 I Date Fieceived: ~ Phone:(651) 675-5675 i i~ 0 Fex: (651) 675-5694 ~ Statt: ~ - ~ 2008 MECHANICAL PERMIT A PLI TION b)C Q / 3~7~ +l~M p! cr Date: )~~09 _ Site Address: V ~-S~ ~ ~ ~ n n•r-J7 S. Tenant Suite#: L 1nrRESIDENT / OWNER Name: 71qf(o 7tA l~eSGO~ Phone: Address / City / Zip: CONTRACTOR Name: Al.1QRRS JleChU~.NtGcC. License#: Address: ;?dG l.jt{f P4470 /.Jft1e-I . Ciry: EA4A nl State: Mti1 zip: Jr.s/O 7 Phone: (0<5"!'ZGS'O(nJ 7 Contact Person: a L TYPE OF WORK _ New _ Replacement _Additional _X_Alteration Demolition M, ~'~','~i ~p~~~ ~~MIFa~' ~ v~rt PERMIT TYPE RESIDENTIAL COMMERCIAL Furnace _ New Construction ~ Interior Improvement Air Conditioner _ Inslall Piping _ Processed _ Air Exchanger _ Gas Exterior HVAC Unit ~ HVAC units must be screened _ Heat Pump Under! Above ground Tank Install / Remove) Other W hen installing/removing tank(s), call tor inspection by Fire Marshal and Plum6in Ins ector RESIDENTlAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 FII'8 I'Bp21r (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installatioNremoval OR Cantrect Value $x 1% $50.50 Minimum (includes State Surcharge) Permit Fee - If Perrnit Fee is less than $7,000, surcharge is $.50. a~ . - It Permit Fee is n$1,000, surcharge increases by $.5 r e~ State SUrCh2fge $7,000 Permit Fee (i.e. a$1 p01-$2,000 Permit Fee ireS E P~o2 s3c208 rge. ' fo $ O, TOTALFEE I hereby acknowledge that this information is complete and acwra[e; tha[ the work will be in contorcnance with the ortlinances and codes of the City of Eagan; that I understantl this is no[ a permit, but only an application for apermit, and wnrk is not ro start without a permit; that the work will be in acmrdance with [he approved plan in Ihe case of wak which requires a review and approval of plans, x 5tC v4t, 1~0. L V xI71A~= "-~'-Y'1 Applicant s Pnnted Nam Applicant s Signature N, ' ~#64 17 vsc- 607(d~+n~~~E~ i{~~~j' k~`z,.~-~... ~E ~ ~ =~~IC (~~1 ! a8 i 3ag r 2005 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION 41`S-6' ,o City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telep6one # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and com onents to be used Date / Q / Site Address: t?~Lf D Tenant / Building Name: The Applicant is: Owner x Contractor Other PROPERTY OWNER Address: City: State: Zip: CONTRACTOR MN License COq~5 Address: -;~)a t l~ lso ~!n+- o -r CitY: m,n l-, , State: Zip: E55'-PPhone#: ESTIMATED COMPLETION DATE: FIRE PERMIT TYPE: X Sprinkler System of heads Fire Pump , Standpipe Other: WORK TYPE: _ New _ Addition ~ Alterations _ Remodel Other: DESCRIPTION OF WORK: -X Commercial _ Residential _ EducaUonal Other: (~o o CL i ~ k~ Ib nr- 'i v~4'S 1; ;,,IAY 2 3 2005 Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ r-- `7~E5, (50 x.O1 ±5p,c50 Permit Fee • If Permit Fee is $1,000 or less, add $.50 $ nffd State Surcharge If Permit Fee is over $1,000, add $.50 per $1.000 Permit Fee 3/4" Displacement Fire Meter - $161.00 $ TOTALFEE: $ 50.'jp 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 review and approval of plans. Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE REQUIRED IN$PECTIOIVS _ Hydrostatic Flow Alarm ' I}rsin Test ~L' ~¢ugh In ~ Trip Pump Test Central Station ~ Final Conditions of Issuance. t, Permit Approve,: Date; ~ :a "T / Q~ S 5~ ~13 y PLUMBING (COMMERCIAL) 3 1 Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 ~o_i~ 10 -31-~3 Date Site Address ~ 3 L{O vi '1 n Unit # Tenant Name N C7 tedq~,,c,Former Tenant Name ~ Property Owner Telephone # ( ) G Contractor 'P Z-- `j3 C Address ~ h O 2 A~Uc/ P`'(Y/Z City 'S~ G1 Jq_L11~ State M ~ U Zip S 7 / / (o Telephone # "31) G 9 The Applicant is _ Owner _X_ Con4actor _ Other Work Type _ New Bldg Add-on Repair RPZ PVB irrigation system * • Jer Wobschall M calculate fees. Re uired me[er size is 2" W rbo unless smaller size ermitted b Public Works Description of Work 0 q,v GU-; ,'Sn0' l rti k- i_ iZ n7 G]-c-- h To mqwre iCPressure Reducing Valve is required on new service, call 651575-5646 Meters - Call 651-675-5300 ro verify that hydrostatic, conductivity, and bacteria tests passed orior to oickine uo meter Irrigarion Size & Type Avg GPM Fire Size & Price 3/4" displacement %156.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x 1% _ $ Base Fee $ Meter(s) Required on all new buildings & boulevard irrieation systems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ $Y3S0 $uiC}18tg0 If base fec is over $1,000, surcharge is SSO per $1,000 of the Base Fee Following fees apply only when Installing new irrigation system ~ $ Permit ConTact Jerty Wobschall at 651-675-5024 for required fee amounis i !In $ i Tre ent Plant $ a 30-~V a Supply & Storage u $ ~ J State urchazge ---------------------------------------------------------------------------------------------------F3Y $ Total Fee I hereby apply for a Commercial Plumbing Pcmilt and acknowledge tha[ [he information is complete and acwrate; that the work will be in conformance with the ordinances and codes of the Ciry of Eagan and with the Plumbing Codes; that [ understand [his is not a permi[, but only an application for a permit, and work is not to start without a permit; that [he work will be in accordance with the approved plan in the case of work ~ whichrequ+ires a review and approval of plans. ,'/_T.ni.,~.~ ApplicanPs Prin[ed Name Applicant's SignaNre ZcnJavl~ C,CLr~`~ 78)rj - CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANSSUBMITTED APPROVED BY: BUILDINGINSPECTOR General Information • Radio Meter Read (reqwred on all new buildings & boulevard urigation systems- $157.00 • RPZ's must be rebuilt every five yeazs. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/shainer, remote wue, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-1/2" irrigation syst $ 781.00 displacement sm commercial turbine*# must recelve maximum continuous apprOV81 lo from Public Works 2-30 3/4" lawn irrigation $156.00 4-160 2" turbine lg irrigation syst $ 982.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very lg res $200.00 I/4 to 160 2" compound bldgs over $ 1,860.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 irri ation s stems 5-100 1-1/2" bldgs 25-64 units a484.00 maximum displacement & continuous most comm bldgs 50 METERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PWCE 5-350 3" turbine very lg irrigation $1,328.00 6-500 4" compound +300 unit bldgs & $3,702.00 syst & production very Ig comm bldgs tines 112-320 3" compound +200 unit bldgs $2,411.00 10-1000 6" compound +400 unit bldgs $6,100.00 very Ig comm bldgs very Ig comm bldgs 151000 4" turbine very lg irrigation $2,329.00 syst & production lines Comments • To schedule inspection of the inside water line and backflow preventer, ca11651-675-5675. • To arrange for water turn-on, ca11651-675-5300. cc Maintenance Division Clencal Technician Updated 1/03 1999 BUII.DING PERMIT APPLICATION (COMMERCLAL) CITY OF EAGAN 0 Q~~ 651 681-4675 ~ O. Re uirements to buildin ermit Foundation Onl New Consiruction Interior Im rovement • SWGU21 Plans (2 sets) . MchileClural Plans (2 sets) • Mchilectural Plans (2 sets) • Civil Plans (2 sels) • Swdural Plans (2 sets) • Code Malysis (1) " • Code Malysis (1) . Civil Plans (2 sets) . Prolect Specs (1 set) Project Specs (1) • Landscaping Plans (2 sets) • KeY Plan • Spec. Insp. & Testing Schedule " . Code Malysis (1) " • Master Exit Plan • SAC detertnination letter from MGES - • SAC detertnination letter irom MCIES - call • SAC determinatlon letter Nom MClES - call p11651-602-1000 651-602-7000 651-602-1000 . Spec. Insp. 8 Testing Schedule (1) " • Energy Calwlations (1) not always" . ProjedSpecs (1) . EIec.POwer&LightingFortn (7)notaMays° • EnergyCalalaUOns (1) " . ElecViC Power & Ligh6ng Form (1) " . Masler Exit Plan . Soils Re oA 1 " Contact Building Inspections for sample Food 8 beverage or lodging facilities: Plan must 6e submitted to Minnesota Department of Health. Ca11 6 51-2 1 5-0 70 0 for details. DATE: WORK TYPE: _ NEW /IREMODEL DESCRIPTION OF WORK: F5.~ "~T~"- ')N='Ay~~ ~i CDPPE~ CONSTRUCTION COST:~ IZj!~ TENANT NAME: t S~ !rI$¢AIZY SITE ADDRESS: SUITE LOT BLOCK ~ SUBD. T~- w aC~~'~ ~ P.I.D. # Name: r[.ti ! ` K ~(Ef 1. Phone -'q~ PROPERTY Last / First ' OWNER StreetAddress: W{~~~ city mSTvv~.fl' state: dlf1J, zip: .~Sb33 Company: ~1 ?Y' (°ppF/N /°IrWL Phone CONTRACTOR \ Sueet Address: 3Na. AyliZ Afa City 'J lmotiT g State: f67!'1- Zip: ARCHITECT/ ENGP,dEER Company: j TSOrI~E~{(I~iFGTS L~V.Pbone#:~ Name: Regisnarion ~ Street Address: ~ ~,xLAatoTZf]M([E-2. ` City Af ft-S State: MNa Zip: Sewer & water licensed plumber (gnlv if installina sewer & water): I hereby acknowledge that I have read this application, state that the informatio s corre rc,rwth~Il,appiicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation pe 26 Public Facility ? 28 Greenhouse ? 25 Miscellaneous ? 27 Commercial/Industrial ? 29 Antennae WORK TYPE ? 31 New ? 34 Repairs ? 37 Demolish Bidg. ? 43 SidinglSoffits/Facia ? 32 Addition ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Windows/Doors ? 33 Alterations ? 36 Move Bldg. ~ 42 Reroof ? 45 Fire Repair GENERAL INFORMATION Const. (Actuai) Basement sq. ft. Census Code 37 (Allowable) First Floor sq. ft. SAC Code _'5a UBC Occupancy sq. ft. No. of Units ~ Zoning sq. ft. No. of Bldgs. v # of Stories sq. ft. MC/ES System Length sq. ft. City Water Width Footprint sq. ft. Fire Sprinklered APPROVALS Planning Building 0k~/ Engineering Variance I m-c~ VALUATION: $ 6 ~~l 000 Permit Fee Surcharge Plan Review MC/ES SAC % SAC Ciry SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total PERMIT . CITY 'OF EAGAN ~ 3830 F,Knob Road PERMIT TYPE: B U I L D I N G EagtFn, 7Vnesota 55122-1897 Permit Number: 0 2 9 6 9 3 (612) 681 4675 Date Issued: g y/m 8/9 7 SITE ADDRESS: 1340 WESCOTT RD LOT: 19 BLOCK: 26 SECTION 22 DESCRIPTION: (WESCOTT LIBRARY) l~ Buix'da,ng Permit Type FOUNDATION ~ -6uiLda~~.,Work Type ADOITION Census Ca21e_ 437 ALT. NONRES. t, , r'f F ~~t * ~ .:W Irv ~ / V ~ J .7" i z i REMARKS: ~ S & W PLBR - FEE SUMMARY: VALUATION $10,000 Base Fee` $162.25 CITY SAC p $100.00 Surcharge $5.00 S & W PERMIT~-4orTife$100.00-a5~ . SRC $950.00 S& W SURCHARGE $,g@ refun~i, SAC % 100 TREATMEN7 PLANT $420.00 5AC Units 1 Total Fee $1,737.75 Subtotal $1,117.25 CONTRACTOR: - Applicant - OWNER: ~ MEISINGER CONST 22251166 DAKOTA CtlUNTY GSA 220 SOUTH ROBERT S7 1598 HWY 55 i ST PAUL MN 55107 HASTINGS MN 55033 (612) 225-1166 (612)438-4533 S hereby"ackr3owledge that I have t"ead thi.s app.kicataon and state that the information is correct and' agree to comply with a21 appliCable State of Mr L Stetwtes.and Gity of Eagan Ordinances, ~ /~APPLICANUP MITEE SI URE ISSUED BY~SI R T r~ i m__ lft- CLAIM VOUCHER-REFUND REQUEST , CITY QF EAGAN • MAKE CHECK PAYABLE TO: nnuREss: ~nu U R AVII Jn, 14 pliul, 1h 11 J h( 0+~ LOCATION: J_g 4 l/ k)La# J-!t ~ 14 f LA IL ~IAJ I 2 RECEIPT#/DATE ~IQ~~ I lldh ~i ~Q'f VALUATION ~~.DDIJ REASONFORREF'CTND JYh~A , om rL P lflhIle! /IL 1.?Ph~ ~DhJYn~ hom nhJ ' f TYPE OF REFiJND ELECTRICAL PERMIT 3211-9001 $ PLUMBING PERMIT 3212-9001 $ MECHANICnL PERMIT 3213-9001 $ BUU.D[NG PERNUT rEE 3210-9001 $ P[.AN REVIEW FEE 3422-9001 $ snc (MCnvs) 2275-9220 $ SAC(CITY) 3866-9379 $ sacrnn[vurr 3446-9001 ~ wATERCONNEcnON 3865-9220 $ SEWERPERMIT 3743-9220 $ WATER PERMIT 3713-9220 $ -8:- ACCOUNT DEPOSIT 2252-9220 $ wATERMETER 3716-9220 $ ROAD L1NIT 3860-9375 $ WATERTREATMENT 3868-9220 $ SURCHaRGE 2155-9001 $ UTILITY ACCT OVERPAYMENT 2250-9220 $ CuRB BOX DEPOSIT REFUND 2253-9220 $ CONSTRUCTION METER DEP REFUND 2254-9220 $ WATER USAGE CHARGE 3711-9220 $ TOTAL $ _~0..00 I declare under the penalties of law that this account, claim or demand is just and that no part of it has been paid. ~-'~:`°"L(~7'' tt2e,'I~UJ(7G7:~_ q~lL q ~ Signature Date T-' CLAIM.VOU ? , 1997 BUILDING PERMIT APPLlCATION (COMMERCIAL) cinr oF EaGaN 681-4675 CCC,u ~~~/~~eGC `~.r ' 1 The fallowing are requirod with eppropriate certiflcation tor all = construction: ~ 2 each: erchReduraf plare: metlh. g elac. pWns; fire spnnkbrplans; sVUdural plana; aile plans; landscapin9 Plaris: 9mdirgldwinagderosion control plan: utiliry plan . t each: sM W speeifirations; set of energy calqdedans; eledrial power & IigMing fortn; Speaal Inspedions & Tesdng SeAedule ~ Letter from MCMS (phone #222-8423) indiptlng SAC determinadon ~ Code anatysis indicating: Cades used; occupanq dassifications; setbadcs; maximum ellowaCk eree as per Buildirg and Ciry Codea along with sq. ft. par floor, type W construction (synopsis M consVUetion n or area separetfon walis; oeeupancy loads; exit synopsis rrith a dia ing exiting loads from sach room or a , aths 8 all reted eortidors; plumbing fucWres; and pa ' / v Gl DATE WORKTY,PE: _ NEw REMODEL $ 7 n ! DESCRIPTION OF WORK } ~ ~ 'r ~ CONSTRUCTION COST: j TENANT NAME/: SITE ADDRESS: rc c f7 /1"~d r'== ~~j~' ,1.~ LOT DI BLOCK ZG SUBD. l~~°k LZ P.I.D. # ~1 ~ ~ J n Phone PROPER7Y Name: OWNER Street Address: ~s~l ° r~' f J City: - ; State: Zip: ~ CONTRACTOR Company: Phone Street Address: ~ S ~ Cfty: Zip: 7 ARCHITECT! Company: Phone > 7 3 % ~ ENGINEER Name: % 7. Registration - -i- Street Address: ~ Ft',3 0 4 1997 City: State: Zip. Sewer 8, water licensed plumber (only if installing sewer 8 water): I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: 4y 'a• ef,~. OFFICE USE ONLY ~ ••`'i~$ ~ .7t',RR ~ .~~!1 ~y':;Yy`.,. BUILDING PERMIT TYPE .aP~ 01 Foundation ? 19 Comm./Ind. Misc. 0 21 Miscellaneous ? 18 Comm./lnd, ? 20 Public Facili WORK TYPE OLLN r7z-N DWe- y o' 31 New ? 33 Atterations ? 35 Tenant Finish oolf- 32 Addition o 34 Repair o 37 Demolition GENERAL INFORMATION Const (Actual) Basement sq. ft. MC/WS System (Allowable) First Fioor sq, ft. City Water UBC Occupancy sq. ft. Fire Sprinklered ~tS 2oning sq. ft. Census Cade 4117 # of Stories sq. ft. SAC Code 30 Length sq. ft. Census 8idg. O Depth Footprint sq. ft. Census Unit 0_ APPROVALS Planning Building Engineering Variance Permit Fee Zs Valuation: $ 10, D o-o ~ Surcharge Plan Review - MC/WS SAC ~ City SAC Water Conn. S/W Permit /GO . ou ~~aR- ~R c Sr ~za~c~c. G?Rrrc.~ Ge.vt SN11 Surcharge Treatment PI. yza,oo Road Unit - Park Ded. ~ Trails Ded. - Water Quai. - Other - Copies ~ rotal: ~ 737, 7r °k SAC SAC Units 1 Meter Size PERMIT CITY OF EAGAN PERMIT TYPE: 3830 Pibt Knob Road B u Z L D I N G Eagan, Minnesota 55122-1897 Permit Number: 0298G1 (6112) 681-4675 Date Issued: 0 5/ B 1/ 9 7 SITE ADDRESS: 1340 WESCOTT RO LOTs 14 BLOCK: 26 SECTSON 22 DESCRIPTION: (WE5COTT LIBRARY) Type PUBLIC FACSLITY Type ADDITION . 3 tlac-~3sOfa- a, Rv R2.1 D 1-HR `Censld~ Cqtl`s 437 ALT. NQNRES. ~ ~4 : ~+5e$ y4[t1,. F~ . %'i~LV^§~"F {~~d.#y,4 x5i ""±M`~"~~* • g ~ a 'f 1. <a~~-~,~,~.~~•, REMARKS: INCLUpES ALTERflTIQNS 70 MflIP! BU;LLDZNG FEE SUMMARY: VflLUflTIOiV $1,000,000 Base Fae . $5,012.25 Plan Review $3,257.96 . . Sut-charye 500.00 Totial Fee $8,770.21 CONTRACTOR: - Flpplicant - OWNER: h'EISINGER CONST 22251166 DHKfJTA COUNTY GSA - 2,20 SOUTH ROBERT ST `1590 HWY 55 ST PAUL MN 55107 HflST2NGS MN 55033 (612) 225-1166 (,612)438-4 533 I heretay, a a kr~ou~r~ed~e tYtw~t,~ ~i°aVe rd thj'V' aA~-~catis~tl. $nd 'st~~~- ~~t ~h~: I nFo r.fzat3,oh'is -t'vrrsLt A O'd-Aa,AP:L164b~t stat*.,## Mr~m -Statu~~d tind~ ~ , - SIONATLJRE 1SSU BY: IG ~KIE 1997 BUILDING PERMIT APPLICATION (COMMERCIAL) ltl CI 681-4675 AN The following are required with appropriate certificetion tor all DM consWCtion: . 2 each: arehkedural plans: mech. & elm plans: fire spnNcler plera: &rucWral plans; site plans; IarWsceping plana; 9radirg/drainage/erosion eontrol plan; utlliry pisn . 1 each: set W specifications; set of energy calalations; ebdriwl power & Ilghtinp fortn; Spec(al Inspectiona 8 Testing Schedule • Letter from MCANS (phone #222-8423) indieating SAC determineUon . Cade aneysis indicating: Codes usetl; occupanc.y daasifieations; aetbadcs; maximum aliowable area as per Bufldfng end City Codes elong with sq. R. per floor, type of construdion (synopsis of eonsWCGon canponenta & en occupenry or area aeparaNon wells; ocwpancy loetls; exk synopsis wRh a diagram fndica oa c from ea Vavel paths 8 ell rated wrtidois; plumbing fixtures; and parlcing. p DATE: WOR TY E: _ Nevu X REMODEL DESCRIPTION OF WORK: r ell ` CONSTRUCTION COST: ~ ' N NT NAME:f SITE ADDRESS' X%/ E mvr m~ LOT DI BLOCK Z~ SUBD. Crl°K LZ P.I.D. # PROPERTY Name: 0"t /6A `au.' S17 Phone OWNER Street Address: City: State: Zip: CONTRACTOR Company: Phone#: ~n J 1 0 * ~ Street Address: 7Z City: Zip: ARCHITECTI Company: i"~TyP' 'f~FPl- I~Ocl~`°`7 le Phone J 7`r° ENGINEER Name: /"~~4 /P c4i ~ Registration Sewer Street Address: Cit~,: I State: Zip. & water licensed plumber (only N installing sewer 8 water): I hereby acknowledge that I have read dhis application and state that the information is correct and agree to comply with ail appiicable 5tate of Minnesota Siatutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY ' ~ " ` +a, ~ rtq. BUILDING PERMIT TYPE a 01 Foundation o 19 Comm./Ind. Misc. ? 21 Miscellaneous ? 18 Comm./Ind. ~ZO Public F ' WORK TYPE ? 31 New 33 Alterations n 35 Tenant Finish ~ 32 Addition a 34 Repair ~ 0 37 Demolition GP OZouy AaD,r„^4 GENERAL fNFORMATION 8c~6i. jlrPIA04 [&6l. Const (Actual) 11• /•,ffc . Basement sq. ft. MCIINS System d (Allowable) First Floor sq. ft. City Water ~ UBC Occupancy At sq. ft. Fire Sprinklered fst Zoning sq. ft. Census Code y~7 # of Stories sq. ft. SAC Code 3e Length sq. ft. Census Bldg. i Depth Footprint sq. ft. Census Unk ~ APPROVALS Planning Building Engineering Variance Permit Fee Valuation: $ uOap ao, Surcharge Pfan Review MC/WS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Traiis Ded. Water Qual. Other Copies , Totai: °k SAC SAC Units Meter Size Community Development Department Building Inspections Division City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 (612) 681-4675 Fax: 681-4694 TO: DOUG REID, CAIEF BUILDING OFFICIAL FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: FEBRUARY 19, 1997 RE: FEES FOR DAKOTA COUNTY LIBRARY Dakota County has submitted a building permit application for an addition to the Dakota County Library on Wescott Road which was constructed in 1979. Prior to the original construction, a contract between the City of Eagan and Dakota County was signed waiving all build'mg permit fees with the exception of SAC charges. I am now questioning whether this contract was for new construction only or is to be considered for all remodels, additions, etc. Dakota County has built libraries in neighboring cities of Apple Valley, Burnsville, and Hastings. Upon contacting them regazding their policy on fees collected for County projects, I was advised that none of these cifies has waived fees for Dakota County projects with the exception of the new government center building in Apple Va11ey where fees were waived for the City SAC and road unit charges, It appeazs that the contract between Dakota County and the City of Eagan is an exception rather than the rule on County projects. It is my opinion that this contract was drafted for the initial building and not for perpetuity and would like to suggest that we fax a copy of this contract to the City Attorney for an opinion. Please let me know your thoughts. Thank you. SeniorInspector DS/js library addi[ion • r~~~"R+„~," sO ' Depnrtment of Adminisvation May 12,1997 Dakota County 1590 West Highway 55 Hastings, MN 55033 RE: Hydraulic Passenger - Elevator ID# 97-03921AL97-01 Site: Westcott Library 1340 Westcott Road ' Eagan, 55123 Dear Sir/Madam: Minnesota Statutes Chapter 166 provides that the Department of Administration, Building Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS / /A~tnp arry R. Kessler State Elevator Inspector Irk/rkr (CE-2) c: Reid, Douglas Michaei, BO, City of Eagan Millar Elevator Service Co. Meisinger Construction Company ElFOrmCE2 Buildin ~ Codes and Standards Ui%'is'iun, 403 :bletro Square Buildin,. 171 7th Place East, St. Paul, MN Si 101-2181 !'oice: 613?96.4639; Fas: 612297.1973; TTl": 1.300.627.3529 and ask for 296.4639 / Transmittal Letter Meyer, Scherer & Rockcasde, Ltd. Project:l~ESC°7T~'g¢~y Projett No ; 9(P5 Z I 19 Nortli Second Street Date: 5-29 -V" No. Pages: Mliineapolls, Mlnnesota 55401-1420 612 375.0336 (T) 342.2216 (F) O FAX )KMall O Overnight O Other: To: ClT oF EACsArtJ Copy: AxrN: oE ~oE~s °o • o From: MIKE RWEECnELS Co ies Date Descri tion Action 5ET- rj-z9-91 LI4.WtaL oRDe2 No. wHicF+ i/.icWDES Ro hL uEST W. - STRI U U ALL CpR-RDE Ac u fl (C,1v2E5 O DTN WtIM D1ESH AIUNfeS BUYN. 5goP RAww oi~ oTNt'it- kl, r ruN A For information only • D Slgn and forward to B No actlon required E Hard copy of FAX materlal to follow C Sign and return to sender F Ocher Remarks ~pE s PLt.'y}SE CRLL ! F VOU 1414O E- 14Ny d TLoNS S /vt i KE ' ; ~ Change Order ¦ Larry Norris; Dakota Counry Administration ¦ Jerod Hoffman; Meyer, Borgman & Johnson ¦ Jim Arr Ericksen, Ellison & Associates ¦ Dave Meisinger; Meisinger Construction ¦ MS&R File Project: Wescott Library Addition & Renovations Change Order Numbec 6 1340 Wescott Road Eagan, Minnesota 55123 Date: 29 May 1997 Contracroc Meisinger Consxruction Architect's Project No.: 9652 220 South Robert Street, Suite 104 Saint Paul, Mimmesota 55107 Contract Date: 28 )anuary 1997 Contract For: General Construction The Contract is changed as follows: 7. Proposal Request No. 4- Upgrade existing stair guardrail Option No. 2 wire mesh panels $12,210.00 with Option No. 3 iemove 1/2" diameter $440.00 Steel railings are approved Total Add $12,650.00 Not valid until signed by the Owner, Arehirect and Contracror The ociginal Contract Sum was ....................................................................................................$999,40D.00 Net Change by previously authorized Change Orders ....................................................................$23,533.00 The Contract Sum prior ro this Change Order was ...................................................................$1,022,933.00 T'he Contract Sum will be increased by this Change Order in the amount of ................................$12,650.00 The new Conxract Sum including this Change Order will be ....................................................$1,035,583.00 The Contract Time will be increased by ................................................................................................0 Days The date of Substantial Completion as of the date of this Change Order therefore is ...........31 October 1997 Architect Contractor Owner Meyer, Scherer & Rockcascle, Ltd. Meisinger Construccion Dakota Counry Gen. Svc. Admin. 119 North 2nd Street 220 South Robert Street, Suite 104 1560 Highway 55 Minneapolis, MN 55401 Sain[ Paul, Minnesota 55107 Hastings, Minnesoca 55033 By By BY Dare Date Da[e e:\p roje<e\wes<ottld oc\m isd96 S 2m OG.d oc Proposal Request ¦ J arry Norris; Dakota County Administration Y erod Hoffman; Meyer, Borgman & JoOnson ¦ Jim Art; Ericksen, Ellison & Associates ¦ Dave Meisinger; Meisinger Construction ¦ MS&R File , Project: Wescott Library Addition & Renovaxions Proposal Request No.: 4 1340 Wescott Road Eagan, Minnesota 55123 Date of Issuance: 24 April 1997 Owner. Dakota County General Services Administration Contract For. General Construction 1560 Highway 55 Hastings, Minnesota 55033 Contract Date: 28 January 1997 Architece Project No.: 9652 To: Meisinger Construction 220 South Robert Street, Suite 104 Architect: Meyer, Scherer & Rockcastle Saint Paul, Minnesota 55107 119 North 2nd Street Minneapolis, Minnesota 55401 Please submit an itemized proposal for changes in the Contract Sum and Contract Time Eor proposed modifications to [he Contract Documents described herein. Submit proposal wichin 10 days. THIS IS NOT A CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: Stair Guardrail Upgrades 1. Provide materials and labor to bring the exiscing rail system in code compliance by providing Plexiglas panels in front of the existing sysrem as shown on [he attached sketches. 2. Provide alterna[e pricing Eor wire mesh panels in lieu of Plexiglas. 3. Provide alternate pricing Eor removal of exisxing 1/2"0 steel railings. Explana[ion: City of Eagan found thac the existing guardrail system has never been in code compliance, even when the building was first built. The Ciry is requiring this system to comply with the currenc code. Attachmen[s: Architectural sketches ASK-4, ASK-5, ASK-7 through ASK-10. Requested By: ~~~C~J J Vlike Richgels, Project Architect . (Signamre) (Pcinced Name and Ticle) - e:\project\wesmtddoc4nisc19652pr04.doc s§e7aa. ENPSTI NO STL, P05T5 - To REMAInI 5 HotaN TNUS - ExisTiNC-4 dPNINTET7 STEEL PIPE RAiLING 3 ro REMAIN , 30 30° ' , , ` R• ~.o NEW QLEXICaCA$ PRNELS IN - - PAINrED 9rEEL Ex15TINCa.STAIRS "do x g~x 11ei o BAR 51zE c~+w~uE1 AND. LATID.1NSa v 3/¢" BAK TA65 = -9 'fo Ex%ST, RAILII.Xi, poSTS AND 6TEEL BASE ~ ~ ~ EX ISTINU ~ _PAINTED SrL, $ASE-TYP, _<0 u r ~ TIN m ~ 16 ~ w ASIC l ~ ~ ON. UP - co I IA 3 ASK-8 3ASK'1 1, 4 Q" 4,(D4„ 4„ O NoTE~ TktS. NEW PANEt 5Y5TEM. IS.TO BRINCa THE Ex1571NG RAILING S`15TEM INTO_. coDE__C4~MPLlAN~E. R4L ExiS'nNCa GoNDIT1oNS AND DiMEN5tON5 7o BE FIE1.0 VERtFfED. - - C , MAIN :LEVEL. STAIR RAILING: UPCaRADE PLANJ MS&~ weCSCc)TT L18RARY RENOVATIONS I ' Meycr,Schcrv& RuckcusdqLtd. 119 Noah $ccond $trzct Comm. No.: Dnwpn: Issued: 1 Rcvised: Minncapolis,MN55d01-1320 9(p52 MI~ 4-21-9_7 ~ AS" 612 375-0336 Fax 612 342-2216 v - - B , ~ EXiSTING STL, PoSrS To REMAiN SHOWN rHUS I h ~IA Sx~5rinr4 FAINTED ASK- !STEEL PIPE RAILtNG - O9 To REMAIN i~° U) NE1~1 PLFXIC~LAS N . PANELS iN PRINTED STEEL m = GHNNNEL FRRME AND BAR TABS =SEE I/A54-4 FoR FuRTNER INFo N v~ N g c(l W-f DN. ' ~ ~.SEE If A5K-4 ~ -~oR cownNUAria.i NorE : -9 ' ALL EX1571NCti _CaNDITlOh1s ~ PAINTED STL, ; ~ AND. DIMENSIONS a- PIPE RAIUNU To SE: F1ElD ABovE 3'-0" ' VERIFIED NIUH WqLL _ = _ I C II MEZZANINE LEVEL SrAIR RAiCING UPGRADE PLAN ~ I 3/g" _ o" Pmiecr. M &R WESCoTT L.IBRARY RE N OVRT 10 N S Mcycq Sdurcr s Rockcasilq Ltd. 119 Notth Sccund $trca Comm. No.: DnK•n: luucd: Rcvixed: Minnwpolis,MN55401-IJ20 9652 MR 4-7 ,-91 ~ ASK 5 612 375-0336 F~r 612 342-2216 ~ S - ~ y I 4 ~ J jy ; i i , \ ~ , ~ „aut ~ - ~ W . ~ . ~ ,fr '~~,:a j ~-•waxX'~~ l.i'7 ~ r. G ~ r wa ' ~ v ~ ~`r`..: . ~r • . x ~ . • •~LLJJ 11W44 , INSTALL: ITEM. 34 . 4'-44 - ~ - 3 - 4 4 -4 / I WIRE MESH PANEL 4" x4" xw2.9xw2.9 ~ IN y"xe"x8 BAR SIZE I CHANNEL FRAME w/ J 8 x 4 BAR TABS II TO RAILING QoG~~F.F• j. YP.) 2" FULL PEN. _ ~ ~ G . ~ ~ i A . I / i I / . ~ i / ~ ~ i i i i Fa- ~ : ~ j _..I` - - i6 ~ _ REQIIEST SOR HOLD Date: 7 Proj ect name: Gr/ L SGOT7 L/~.~A2 Y Address: 13ya C,J~scarT Legal description: L B Sec/Sub Reason for hold: /VfLX Place hold on: Issuance of bui Certificate of • Other (please e s ignature f approved, this "hold" will remain in days. Upon expiration, the hold may . N/ fifteen-day periods. The person or "hold" is responsible for notifying and 7 ~ the affected parties. ~ A4 y' mv G ~ l`'~ ~p a~' '(yt ,(/y, B,2G, Sec~ron ~2- city of eagan MEMO TO: DALE-SCHOEPPNER, SE1vIOR INSPECTOR ' DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTNIENT MiKF RIDLEY, SENIOR PLANNER DIANE DOWNS, UTILITY BILLING CLERK ROD JOHNSON, UTILITIES FROM: BILL BRUESTLE, SEIVIOR INSPECTOR DATE: Sep}. Ila, 19,7,7 SUBJECT: FINAL INSPECTION OF eSeoT`f h.. brqr y The Protective Inspections Division will be performing a final inspection of IJ40 (,aOSCVff ~d • on 9/~197 If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to retum the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. /j s ]S/forms.hld/final insp - comm bidgs . £NGINEEH6 and CqrySTAUCTOR3 MEIBINQEA CON6TfitJCTIpN CpMPANY, INC. - LETTER OF TRANSMITTAL E20 $~e~t ST, su~~ ,oa sr. PauL, rMan~orn ss,o7-~sze WtONE(618)228-1168 ' FAx 18121226-H6so TO: 6 d.:292^.._ DATE 9' ATTENTIUN: ~ ~ 70 e r xE: 6-, O~Q. We are sending THB FOLI.,QWING IT'EMS: 0 Prints 0 Plans O Shop Drawiugs 0 5amples ? Change Order Cl Copy of letter ? Specifications ? COPIES D$5CRIPTiON _ / ~ f c% S ~..-c ..ra. ? S„y- tc :.n_. TIiESE ARE TRANSMITTED as checked below: El For a roval~ O Approve as submitted • ar !4i{~d~~ CJ Aprove aa noted O As requested ? Returned fnr corrections REMARKS: SIGNEb: - S0 39tid 639NISI3W 0998-SLZ SS:L9 L66i/bZ/60 0998 SZZ 'MS&R qrchitects C3eko[s Councy CammiaaiDn 8882 Wescott LIM'arv Renovstiwy Speciai Structurel Tsatinp and Inepection $chadule Projecf Neme _WE$TCOT'C LxpgAg'y ProjeCt Wo. Location '~W~7'COT'C Rb. EAGAN,MN 55123 Permit NO. Speeial 3tructural TsaNnp pnd Inepection 8peclticetion TYpe o} Rspo1't ;Axelgined FOO,1410 [ian Ar[icle Oaeedption (21 Inapectw (3) Frequancy irm !41 70 2.i.q Esrthwork 70 2.1.8 Concrete Kormwak Structurel I 2.1.C Concmte Structural I ~,1, ReinfotCement 01410 2.11.10 C.I.P. Concrete Tech I, Structural I AEr 01410 2.t.E Structural 5tsel Toch II, 7ech I, pLPT 1110 Struotwel I lotes: This-9-cFe-d-uFa to s aut an nc n s p ec spa aa on. n orma on unava a e et t et time, to ba filled out when applying for e buodlnA panniL (11 Permit No, ta ba provfdad by The 8uildinp Offlcial. 11) Uae deacripiiana per U.B.C. &ectMn 308, se 8dnptad by Minnesote State Building Cade, (3) Special inspectm - TechnlCel, 5psqsl InapectM - Structwal. (4) Ffrm contraetad to periorm servleea. SPECIAL STRUC7URAL TESTING qND INSPEGTlON 01410pAGE 13 LB 39t1d 2139NISI3W ' 0998-9ZZ SS:LO L66I/dZ/69 0998 Sz? MS&R Architecta Oekota County Commiasion 9862 Wescott Libtary Renovetione ACKNQWLEDOFMENTS Each appropriate represerKeYrve shall sign below: Owner: Firm: Date: Contrector. Firm: Uste: Architect: Flrm: pate: SER: Kirm: Uete: SI-S: Firm: TESTIM bete~ TA: Ffrm: AMERICAN ENC3• Data SI Firm: date: R Firm: Dete: F: Firm: Dete: ' The individuel nar»es o/ all prnspective apeclsl fnspactots and the work they intend to observe shell ha idanHtled. (use revarae eida ol form If mwe room Ie raeded.) Lagend: SER = St+uctwal EnAlneet of fleaord S1-T m Specfel tiwpactw - 7oohnical - TA = TeoHnp Apency 54S - Spscisl Inepector - Saucturat F = Fabricetor , AccepteA tor the Buildlnq Depertmant By Oate , SPECIAL S7RUC7lJHAL TESTINpJIND INSPECTtON 01410 PAGE 14 E0 3917d iJ39NISI3W 0998-5ZZ 95:L0 L661IbZ/69 - 0998 S2z ' 612 647 2744 ~ SEP 24 '97 14:06 FR RMERICRN ENG 612 647 2744 TO 96814694 P.01i04 ~''e?1T.~eL~T76&Ii&T1tiF's FAX TRANSMISSION AMERTCAN ENGINEERIrCG TESTING 2102 UATIVERSTTY AVENUE'WEST ST. PAUL, MAI 55114 . (612) 659-9001 . Fax: (612) 647-2744 To: To. v„ois Date: Company: Pages: 3, including t6is covear sheet: Faa681- _ 94 _ From: D°••! c~himnowsk' Phone k81-46 3 _ Phone 659 1335 AET Job 4: 977g7 Subject CONIMENTS: Ice- ThSs report is being sent to you per the request of Lany Norris of Dakota County (438-4533). If you have any questions or comments, do not hesitate to call me. I will be ont of the office the rest of the day today, so please use by pagex (908-5378) if yw need to talk to me. Paul Schimnowski ' 612 647 2744 ~ SEP 24 '97 14:07 FR RMERICRN ENG 612 647 2744 TO 96814694 P.02i64 CONSULTANTS AMERICAN • GEOTECFiNICAI 1 ENGIIvEER1NG • MATER3AL5 • ENVIRONMENTAL TESTING, 7NC, Y'ROJEC'!': REPOR'I'ED TO: COUNTY DAKOTA COUNTX WFSCOTT LIBRARX D~~5T GHWAY 55 RENQVATIONS EpGAN, MIliNESOTA HASTINGS. MN 55033-2372 AT2N: LAR1tY NORRIS AET JOB NO.: 97-787 CC: MBJ MEISINGER CONSTRUCTION. DATE• SEPTEMBER 24 1997 70E VOELS> CITY OF EAGAN MnODIMnON This repori presents the rosults of ouz project testing services at the above reference site. T7xe services have been dome essentially on a part time basis. Site visits aere perfonwed at the request of the contractor per the project specifications- A scope of wr woric. perciaeut to this report, was lunited to the following: • Performing iacermittcnt excavation obsenrations. ~ Conducting intermitteut compadion tests. • Observing the confiburation of ihe mild reinforcement steEl. • Monitoring and performing field tests of plastic concrete. • Performing compressive strengtL tests of conczete specimeds• Owr above scope has been performed accordiug to our proposai to you dated February 7, 1997, and authorized on March 5, 2997 by David Unmocht, of Daicota County- Under previous separate covers, we have included repores of the projecc testing which we were requested to perfoxm by tke connactor. Please refer co these reports for perrinent backgro"°d informaaon arbd detaiis. 'i'hhe following sections outline work wluch was performed and the resuits of [esting and observatioas for tY?at work. 'LN AFFIFINITVE ACTON EMPLQYEiY . 2102 f/nlver9llyAve• W- . Si. Paul, MN55l14 .6J2-659-9001 - Fdx 612-659•1379 DvIUT . Mankata . RpChester . Wausau ' 612 647 2744 ~ SEP 24 '97 14:07 FR RMERICAN ENG 612 647 2744 TO 96614694 P.03i04 . . ~T #97-787 PBgC 2 As requesied, we performed periodia excavarion abservarions. We wexe not present at the site on a full-time basis. Besides observing the soils exposed, we drilled shallow hand auger borings in the base of tlle excavation andlor performed hand cone penetrometer tests. The soils encountered were classified in general accordance with ASTM:D2488 and estimates were made of their sttength properties. The soils were compared to those depicted in the preliminary soil borings. Results of our observations were presented under separate cover. Please refer ta that report for details. OMPACTION 't'F=STING Between the dates of April 15 and 21, 1997, we performed 5 soil compaction tests in the engineere-d fill placed at the site. The density tests were conducted on an intermittent ttip basis. The field density tests were compared to the Mo'ssture Densiry Relation of Soil as detemvried by the laboratory Standard Proctor densiry (ASTM:D698) bo arrive at a percent compacpon level for that test location. The results were forwarded under separate cover as they hecame a?ailable. Our review indicates compaction levels have tnet or exceeded project specifications ai the elevatiotls and locations tested. YtFII\'FORCFD SEL• OB4ERVA"1'L Prior m concrete placemeats we observed the confxguration of the mild reinforcing steei placement for conformance with the drawings. Any deficiencies were brought to the atteniion of the field superintendent. Our review indicates reinforcing steel placements which we observed were placed according to project specifications. P FIELD We were present ac the sise urtermiuentlY to moTUtor conerete placement. We haye relorted the tin'e of placement, tnrck number, and the method of placement. We checked the batch ticket to verify the carrect mix was delivered co the site. We measured the slump of the mix (ASTM:C143), measured the temperature of the concrete (ASTM:C1064), and cast standazd 6" x 12" concrete cylznders MEMO _ city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE C1TY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICALINSPECTOR '_PUBLIC WORKSlENGINEERING/UTILITIES/STREETS) GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIOLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SC1i0EPPNER, SENIOR INSPECTOR DATE: Z /7 / 9 7 13y0 kdCJlrColf &D• SUBJECT: PLAN REVIEW The _ preiiminary 12~-construction plans for K/ Lrc-OTf L/ RAR y W6b/ r/O' are in our pian review seaion for your review and comment. Please notify the Protective inspections Division if you have any reason that these plans should not be approved and resolve any problems with the affecied parties. if you are requesting that issuance of the buiiding pertnit he held, please fill out the proper "hold" request fortn. Cammenta: Indicate any fees that are to be collected with the building permit Am un ? Yes ? No landsppe security required ? Yes ? No water quality dedication ? Yes ? No park dedicatian ? Yes ? No trail dedicatlon ? Yes ? No Vee dedication ? Yes ? No Signacure Date o~,,.«... 9~~,, , C-r) Comm unit7Development Department Building Inspections Division City of Eagan yY 3830 Pilot Knob Road ~ Eagan, MN 55122 (612) 6814675 Fax: 681-4694 . - TO: DOUG REID, CHIEF BUILDING OFF[CIAL FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: FEBRUARY 19, 1997 RE: FEES FOR DAKOTA COUNTY LIBRARY Dakota County has submitted a building pemvt application for an addition to the Dakota County Library on Wescott Road which was constructed in 1979. Prior to the original construction, a contract between the City of Eagan and Dakota County was signed waiving all building permit fees with the exception of SAC chazges. I am now questioning whether this contract was for new construction only or is to be considered for all remodels, additions, etc. Dakota County has built libraries in neighboring cities of Apple Valley, Burnsville, and Hastings. Upon contacting them regazding their policy on fees. collected for County projects, I was advised that none of these cities has waived fees for Dakota County projects with the exception of the new government center building in Apple Valley where fees were waived for the City SAC and road unit charges. It appeazs that the contract between Dakota County and the City of Eagan is an exception rather than the rule on County projects. It is my opinion that this conuact was drafted for the initial building and not for perpetuity and would like to suggest that we fax a copy of this contract to the City Attorney for an opinion. Please let me know your thoughts. Thank you. SeniorInspector DS/js library addition • • ..~.aua rvNLxb Nliltb;EMk3NT COUNTY OF DAKOTA - CITY OF EAGAN D -7 al ` I+1FLEREAS, the Dakota County Library Board is deairous of , obtaining land to be used as a 6uilding aite for a library facil3ty; and, WNEREAS, the Eagan City Countil is desirous of having said r 2Sbrary facility located on land owned by the City within the Eagan N C-vic Center arear and, WFIEREAS, the Dakota County Board of Commisaioners wiahea to assiet both the City of Eaqan and the Dakota County Library 8oard in obtaininq their objective in the r~ast coat efficient manner and in a manner tAat will beat eerve all residents of Dakota Countyj and, W1IEREA6, the partiea agree Lo participate in the Li6rary site complex project pursuant to M.S.A. 971.59, the Hinneuoc,,.]aint PoMera Act; NOW, THEREFORE, for and in coneideration of the above, and the below specified covenants, it is here6y agreed Detween the above- named pzrtiea as folloMa: 1• That the City of Eaqan (hereinafter City) without coat will convey to Dakota County (hereinafter County) by Warranty Deed a parcel of real estate containing approximately ten (10) acres which property the County agrees to use for County Library and other related educational uses and administzative and governmental offices. The property to 6e conveyed by the City to the County is legally described as follows; (see attached Gxhibit "A" for legal description.) 2• The City agrees to pay any and all real estate taxea and all apecfal assessmenYs now or hereafter levied against eaid property by the City and any and all other taxes, surchargea, or levies which may lawfully be chargeable to said ptoperty by the City. -_The Ci£p agieee-to--waine-all-C_i'ty pern;t fees. 4• So as to improve the access to the property, the City further agrees to complete the construction of Wescott Road between Lexington Avenue and Pilot Rnob Road by the end of 1981 conatruction season. 5• The City also agrees to provide free accese for the ~ library facility to the nearest sanilary sewer, water aad storm • sewer facilities except that the County shall pay for the S.A.C. + Page 1 of 4 ~ ' ~ also the cost of the utility service lines from the ` library facility to the City utility lines. - 6. The City agrees to perpetually provide reasona6le ~ 1:. J k , sever and water servicea to the entire ptoperty without user charge. 7• The City aqrees to perpetually provide, without charge, reasonable sravploving of the parking lots and roads to and around the library site. 6. The City agrees to mnintain all lawns, treea and Bhrubbery on the entire f property, but the City is not required to install, replace or to plant any of the landscaping items plaaed r around the building or the qrounds, unlees the City ia zesponsible tor the death, destruction or removal of any of the items. ' 9• The City agreea to provide no more than five coreA ~ 4 d' soil samples for a determinaiion ae to Lhe appropriate site for the location of the librazy building on the ten (10) acre parcel and to also provide whatever enqineering and other studies are necessary for such determination. - 10. The County agrees to conatruct at its cost on Dehalf of the Dakota County Library Board, a library building and library site parking facilities which will be completed and in operation by the end of the 1983, . 11. The City shall install and maintain a forty-four (qq) foot interior access road to serve the li6rary facility at the City's cost which road shall conply with the City's overall site • plan for the Eayan Civic Center site. . 12. The City will proceed immediately upon approval and execution of lhis Agreement to prepare at its cost an overall aite plan for the entire Eagan Civic Center site including the pzoposed library site. 13., The County shall subnit its plans for the exteriarf - _ - - - - 'of the library facility and for the sitefor review and comment ` i`by the City pri~ o~ c~ to adver[iaing_.for.bids for-khe ~initial_Eacilicy' _or any audttion thereto.._~It is nnderstood that the bnilding and pazking shall be designed so that they wil] be compatible wi[h the overall Eagan Civic Center site facilities and plana. 14. The County may install its own alarm system for the lfbrary facility and the City shall waive the monitoring fee if Yage 2 of 4 . connected with the Gagan Police facility alarm syetem. 15. It ie underetood that the library facility meeting . roomg meY be uaed by Eagan civic groups if approved by the Library Board. 16. It is agreed thfit all parking facililies on the ~ Eagan Civic Center aite may be used jointly for all other Civic ~ Center eite purposes so long ae the City maintains them ) 17• In order to facilitaie and promote the timely conveyance of the property described above, the City agreea to deliver aithout coat to the County an abstract of title oz regietered property certificate certified to date, to the property described in ParagrapA 1 and Exhibit "A," The County shall he allowed up to thirty (30) daye after receipt for examination of said title and the making of any objections thereto. If any objectiona are made, the City shall have one hundred twenty (120) days to correct such objections. Pending these cor,rectiona of title, any County activities hereunder required shall be postponed, but upon correction of title, and within twenty (20) days of written notice, the County shall perform this Agreement according to its terms. If such title is not marketa6le and ia not made so within one hundred twenty (120) days from the date of written objection thereto as above provided, this Agreement shall, at the County's option, be void and neither party shall be liable for dama9es hereunder to the other party. 18. Thia Agzeement is to become effective on the date it is approved and executed by Dakola County ancl the City of Eagan. • - In consideration of the promises set forth above, the parties, their succeasors and assigna, express their mutual intent to be bound by this ngreement and in witnesa thereof indicate the same by execu[ing this document on the dates indicateQ below. (FOr Signaturea, See Next Paqe) Pege 3 of 4 ~ ~ _ Approved as to form: DAKOTA COU Y ~ ~~$~71~ ~~91~79 sa atan c,ounty Attor ey Date Approved as to execution: IIY ~ CL ~Jn Patr c J. , Chairman tt•~IS~A'/ ~ Board of Comm s on£r Aasiatant County At orney Date Date of Signature ] Approved by Dakot County Board Atteet Resolntion on " 3 Car D. On schu Au it r Date of Signature ~ Approved by Dakota County DAROTA COUtITY LIBRARY DOARD Library 8oard Resolution on 7 / J By % . Barbara Moen, Pres n~ Date of Signature Approved hy gag~n City Council CITY OF EAGnH Resolution on ` I o~C. Approved as to form: BY Leo P1urP ~Y. Mayez ~ ~ Date of Siynature" Eaqan C y Attorne Date of Signature ct J~ i7 Attest A1 ce Bo ke, City Cle- rk - Date of Siqnature C-79-105 Page 4 of 4 . ~ , . . _ EXHIBIT "A" Legaldescription of land to 6e conveyed by warranty Deed to Dakota County by the City of Eagan for County Li6rary and other related educational uses and administrative and qoveznmental offices: The Northeast Quazter (17E 1/4) of the Northwest Quarter (N1a 1/4) of the Northwest Quarter ([iW 1/4) of Section 22, township 27ti, Ranqe 23 W, in Dakota County, Minnesota. r 1249301 e2 Co ' FIRST AMENDMENT TO LIBRARY SITE JOINT POWERS AGREEMENT BETWEEN COUNTY OF DAKOTA AND CITY OF EAGAN WHEREAS, Dakota County and the City of Eagan executed a joint powers agreement for provision of land and construction of a library facility within the Eagan civic center area in August of 1979; and WHEREAS, reconstruction of the Eagan municipal building has necessitated chanqes in driveway access and internal traffic circulation around the library and the Eagan municipal building; and WHEREAS, the parties wish to amend the joint powers agreement to reflect the changes brought about by said construction. NOW, THEREFORE, the parties hereby agree to amend the 1979 library site joint powers agreement as follows: 1. The City of Eagan agrees to construct and maintain, at its sole expense, a new civic center drive serving the Eagan civic center and the Wescott library. 2. The City of Eagan will work with the County in development of the final driveway construction plans to ensure that the final plans are consistent with the County's parking lot expansion plans. 3. Dakota CJilils`.y hereby grants ar.d ccnveys *_o *_he City of Eagan a permanent, public easement for roadway and utility purposes over, under and across the following described property: See attached legal description. In addition, the County hereby grants to the City a right of entry to perform construction work on the County library property as needed to connect the driveway stub being constructed by the County at the southwest corner of the new library parking lot to 1 civic center drive and to close the existing west library driveway connection to Wescott Road, remove the existinq driveway, construct curb on the northwest edge of the new library parking lot and on Wescott Road where the driveway is removed and to restore the veqetative ground cover around both construction sites. (See attached drawing for visual depiction of construction areas: the drawing is attached for reference purposes only.) 4. The City of Eagan will construct, at its sole expense, the driveway connection from the new library parking lot to the reconstructed civic center drive. 5. The City will construct, at its sole expense, the curbing and surface restoration at the existing west library driveway and northwest corner of the new library parking lot. 6. The City of Eagan will continue to pay any and all special assessments levied against the library site as specified in the existing 1979 joint powers agreement. 7. The City of Eaqan will be responsible for the provision, installation and maintenance of all directional signage associated with ihe new wesrerly driveway access inclu3iag signs ir.3icating the direction to the wescott Library from the civic center driveway. Dakota County will be responsible for any signage required for interior traffic circulation on the library site. 8. That in all other respects the joint powers agreement entered into between the parties in August 1979 is unchanged and shall remain in full force and effect. 2 LEG?,L DESCRIPTION A publie easemeat for roadway and utility purpoaes over, under and ecroae that part of the Northeast QuaZ'ter (NE 1/4) 02 the NO=thWest Qusrter (NW 1/4) r^, of the Northwest Quarter (NW 1/4) of Section 22 , u Tawnship 27 North, Ranqe 2.3 West, Dakota County, Minnesota lyinq westerly and northerly oP the followiag described line: . 2~ Commasreinq at the northara:t cornar of said Northsast Quas~ter of the Northwest Quarter of the Northaest Quarter; thenca sastsrly along the north lins said ~ Northeast Quartar (NE 1/4) of the Northvaet Quartex (xw i/a) os the xorthwest Quarter (xw i/a) 52.00 Paet to the beginninq oP the line to ba desczibed; thenca southerly paralls2 with the west iine oP aaid xortheast Quarter (NE 1/4) af the Northwest quarter (NW 1/4) of the Northwe9t Quarte= (NW 114) 346.00 feet; theace eouthwesterly alonq a curva concave to the northwest havinq a central angle oP 38 degreas 41 miautas 06 seconds, a radius of 217.00 feat, a distance oP 160.02 faet to the weat line of said Northeaat Quarter (NE 1/4) of the Northwest Quartex (NW 1/4) of the Notthwest Quarter (Nw 1/4) and thera terminating.• p . J . . ~ , ~ ° ; ; / . i ------------_.~.•-..~I - i ! I --------,__,-----r f .c = _ - - - ~ ~ _ _ I / _ kl 4-- I co r' e . L ~ I 1 o: i v I ~ - - ~ , i ~ I p , N . i3 I • . i New Library 1 ~ I ParlSing Lot ,Work Pe'r ormed r ~ C v i Work Perfo by~, 1 K City Hail Parking : IN WITNESS WHEREOF the parties have executed this agreement on the dates indicated below. tved as o COUNT OF DAKOTA ssista y Attorney/Date Donald J. Ma er Soard of Commissioners Chair roved xecution: Date of S' nature AtteSt Assistant-ee ttorney/Date Norma Marsh, Audit6r- Date of Signature y Approved by Dakota County Board Resolution No. 94-556 APPROVED BY EAGAN CITY COUNCIL • RESOLUTION ON ~O ,y C T EAGAN ~ or of ign ur DRAFTID BY: Dakota County Attorney's Office C1 Clerk Hastings, MN 55033 Date f Siqnature Approved a to Form: • By: li O ' 6/.l~ E g n City torney Dat Signature /i -/y - f~ K/K94309 v0 W W a ~ ? \ Q WO 1 ~ o pO'` `4 o ~ W w N o • O c~ r ¢ yU ~ m2= 5 U? zLL ~ B p w~ p ~ O Y 3= m ~ O Uo 2 W ~ ~ 2= ~ W Or=n w f- ~ = a w GO O Q O¢ i a J U W 1=L Z ~ ~ ~xLLw x° oi m O 3°~ 0 .~~y j3 ~ '\a U. O¢ y Z W y 0 LL ~a U f < Q ~ ~ O ~ ~ 3 Fr ra nsmittai Letter p~~5yer, Scherer & Rockcasde, Ltd. Project: WE5~7'T !--1BMy Project No.: ~ 119 Nonh Second Streec Date: 4-25s97 No. Pages: Mlnneapolls, Mfnnesou 55401-1420 612 375.0336 (T) 342.2216 (F) O FAX )R~Mall O Overnight O Other: To: v0E )OELS _ Copy: Lry oF E1M6AN cl O ' O From: MIICE (Z.«-E4C-eEL5 Co ies Date Descri tion Action Sri' VpRi£5 REUlSED A~'-I4, P4 NS 514EE75 SET 4'21-y1 QcHlTEL?UEAL SILen-FFS 4 X IIS K-2 Ro . o I S ET -ZI-9-7 ItA EC KN LG14L G o J G o l ET 4_21-21 EIECTfZicqL „ Clol c loz l 4-io_q-1 PPoPoSR(, EQJt`sT , 0 cor+e'N45 PRE_tindust. Su(;m, - - ~ ~ For information only • D Sfgn and forward to No action required E Hard copy of FAX material to follow C Sign and return to sender F Other Remarks Transmittal Letter Meyer, Scherer & Rockcasde, Ltd. Project: WF-5coT1"LI59ARy Project No.: 'T&52 119 North Second Sueet Date: g-ZZ 9~ No. Pages: Minneapolis, Minnesota 5 540 1-1 420 14"o 612 375.0336 (T) 342.2216 (F) O FAX O Mail O Overnight ~ Other: cA(zR To: ')0 E VOELS Copy: UT~~ oF EA0ArJ O O O From: MIKE 2ICI+C7ELS Co ies Date Descri tion Action SET vRRiES EV19ED f+e_cH. P~-ANS 7-1 SHEETS I SEr 4-Z4 q RCH ?ECTU?-AL I[E HS 8y x IfS ASK-2 'n+RO RSx-I I SET 4'-Z4- MEcHANtc L " Clol -1-HRJ MGI04 1 SE'r ELECTiUci}L EGloI GG(oZ ~ -IO.q7 o S L E JESf O~ 2 A For information only D Sign and forward to B No action required E Hard copy of FAX material to follow C Sign and recurn to sender F Other Remarks ,,)oE ' Tq e-. E p+RE TH~ K~ISED P~-ANS F1Np RDpEn D2RWrNGS Fc) R TI+E ScALoiN6 PEPmtf REV1E0 t~ROPoSac.- 4eQuE57- '41 Z ADDKE55 CS I FtE I-oV3 B2 i-EVEL- SMOILE DETEGi tolJ SYSTEM FoIZ j1+E occJPRNV SEPRfLRTloO NoTE 7'l7RT T}}E EXtSTtNC-J CorEI2tD0¢S FFFFVE SMoK.E OET'CU"'OR.S AS PPRRT- Or i-14-LS PfZoJEGT- ALQERDy RNo 7-}E 2 THRq- fF2E NoiiJ l~E1NC~ f~DDED yt-}oJLD FJUt-fLt_ ~oUfL TLEC~viftEVnENTS . 1 F ~a.~1_FkEOE ANY Q 0 es-11 oNS . Pl-e-RSE GRLL TIf ArJKS NtIKE . ~I'roposal Request • Larry Norris; Dakota County Administration e Jerod Hoffman; IVleyer, Borgman & Johnson e Jim Arr, Ericksen, Ellison & Associates o Dave Meisinger; Meisinger Construction ¦ MS&R File Project: Wescott Library Addieion & Renovations Proposal Request No.: 2 1340 Wescott Road Eagan, Minnesota 55123 Dace of Issuance: 10 April 1997 Owner: Dakota County General Services Adminis[ra[ion Contract For. General Construction 1560 Highway 55 Haseings, Minneso[a S.i033 Concract Date: 28 January 1997 Architecc Project No.: 9652 To: Meisinger Construction 220 Sourh Robert S[reet, Suite 104 Architecc Meyer, Scherer & Rockcastle Saint Paul, Minneso[a 55107 119 North 211d Sueet Vlinneapolis, iVlinnesota 55401 Please submit an itemized proposal for changes in the Contrac[ Sum and Conaac[ Time for proposed modifications to the Contract Documents described herein. Submic proposal xvichin 10 days. THIS IS NOT A CHANGE ORDER, r\ CONSTRUCTIOV CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED IN THE PROPOSED \40DIFICATIONS. Description: Provide (1) new addressable smoke de[ector on easc side of Lobby 4100 and (I) new addressable smoke deteccor on the wesc side of Lob6y k100. Cencer smoke deteccor in each space. Explanation: Code review by Ciry of Eagan requires one-hour firc-ra[ed occupancy separation berween mail level library and lower level office. The Ciry accepts smoke detection sysrem in lieu of endosing lower landing of Stair "A". Requested By: Mike Richgels; MS&R Lo~~ Mike Richgels, Project Archi[ect (Signaturc) (Prinred Name and Tide) e:\pm j ecdwesma\doc~m isd9 G 52 pr02, d oc 4.- ' ~ldtV oF eagan THOMAS EGAN February 28, 1997 "'°y°' PATRICIA AWADA BEA 0LOM9UIST SANDRA A. MASIN THEODORE WACHTER Council Members MR MIKE RICHGELS M S& R ARCHITECTS THOMAS HEDGES CiN Aaminisircicr 119N02NDST MINNEAPOLIS NIN 55401-1420 GNCeAk OVERBEKE RE: WESCOTT LIBRARY ADDITION & RENOVATION 1340 WESCOTT RD LOT 014, BLOCK 26, SECTION 22 Dear Mike: This letter is a follow-up to our telephone conversation of February 24 wherein we discussed several major issues with the library addition and renovation that must be addressed. Rather than try and indicate each and every instance where there may be a code violation, this letter is intended to reiterate general code provisions that must be implemented into the plans. In other words, this letter is not meant to be an in depth plan review discussion; I will perform the actual "plan review" on the revised plans that aze submitted with the following issues incorporated into them. All code (section) references are to the 1994 Uniform Building Code (UBC) unless noted otherwise. - 1. Using the spriakler system to substitute for the one-hour fire-resistive construction requirement for the existing building and/or the addition (bldg. is re(iuired to be Tvpe II 1-hr): The Code provision (Section 508) that altows the use of a sprinkler system to substihxte for one hour fire-resistive construction may not be used for this building for the following reasons: A. Further verification would be required before I canaccept the lower level as a first story; the proper designation is that this is a one-story building with a basement. " Based on this determination, the sprinkler system is needed in order to meet allowable azea calcs. and, therefore, cannot be used for one- hour fire-resistive substitutions. Sections 203 (Basement), 220 (Story and Story, First), and 505.1, 505.3, and 508. Table 5-B. MUNICIPAL CENTER THE LONE OAK TREE MAINiENANCE FACILITV 3830 PILOT KNOB ROAD 3501 COACHnAAPI ?OINi EAGAN. MINNESOTA 55122-1897 THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY eAGAN, N1INNESOiA 55122 PHONE (612) 681-4600 PHONE'. (6I2) 681-43C0 FA%: (612) 681-4612 EqUal OppOfYUnify/AffirmCiiVe AdiOn EmplOyef FAX: (512) C81-.1350 TDD'. (612) 454-8535 TDD: (612) 4&:5555 B. Even if the lower level is deternuned to be a story, the intent of Section 904.2.2, item 91, second pazagraph, would at least require that this level be sprinkled. Either way (third pazagraph, 904.2.2, item #1, requires it to be sprinkled as a basement). The lower level is required to be sprinkled by Section 904.2.2 and, therefore, the sprinkler system cannot be used to substitute for one-hour fire-resistive constrttction. Section 904.2.2, and 508. C. Meeting Room 103 (A2.1 occ.) may exceed 1,500 sq. ft. (actual room dimensions aze not given on the plans) and would, therefore, require sprinklering. Once again, sprinkler substitution for one-hour fire-resistive construction would not be allowed. Sections 904.2.3.2 and 508. D. Two different types of construction aze not allowed within the same building. In order to allow the lower level addition to be constructed differently than the existing building, a minimum two-hour azea sepazation wall comnletely sepazating the addition from the existing building would be required. With a two-hour azea separation wall that is constructed to all applicable code provisions (i.e. with protected openings, parapets, fire-dampered duct peneuations, etc.), the addition could then be viewed as a totally separate building as to allowable type of construction required. Sections 504.6, 508, 601.2, 709, and 713. 2. Occupancv separations between A2.1 and B(old B-2) occuaancies: The 1975, 1979, and current code require an occupancy sepazation between the upper and lower level A2-1 occupancies and the "B" and "S" lower level occupancies. (The original building was probably built under the 1979 code). In discussions with other staff inembers and a review of the City's pazcel files . (azchived records), I could not determine any reason for. the omission of the required occupancy sepazarions. (Perhaps the lower level may not have been finished at the time of original construction and the required occupancy sepazations may have been "missed" during subsequent remodeling projects:) Be that as it may, our deparfinent has always had a policy of not requiring existing building components that aze not involved in any building alterations to be torn apart, dismantled, removed, etc. to verify, and/or upgrade to either existing code requirements and/or code requirements in place at the time the component was installed. There will not be any requirement to apgrade existing duct pipe, wiring, etc. penetra6ons between the A2.1 and B/S occupancies as long as absolutely no work is occurring in these areas. All new and/or existing penetrations, with additional items passing through, must be properly fire-stopped and fire dampered to a one-hour fire-resistive raring. This includes all sprinkler pipe, water pipe, electrical conduit, HVAC ducts, . . etc. penetrations. Also, we aze going to require the base (lower level) of Stair "A" to be enclosed with a one-hour occupancy separation. With the addition and the amount of work occurring in the existing lower level, 3tairway "A" is just too large of a breach in the required one-hour occupancy sepazation to ignore. 3. Main Level Mezzanine We need actual azea calcs. (along with a drawing showing actual dimensions) for the upper level mezzanine to verify that the occupant load is <50. Section 507 and Table 10-A. 4. Lower Level Exiting Corridor The existing lower level corridor is required to be a one-hour fire-rated corridor with all door openings protected with minimum 20 minute fire- resistive smoke and draft control assemblies and any window openings protected with 45 minute fire-resistive assemblies. Any current and/or future work on rooms that have openings into the existing corridor will require protection as outlined above. (I did note that new Door 102 is properly specified, but I wanted to make sure this requirement is completely understood by all pacties involved). 5. Lower and Up»er Level ExitinE Diagrams Please supply exiting diagrams of the entire lower and upper levels to verify the intended exit path from all occupied rooms. (This requirement is listed on the City's commercial building permit application). This exit diagram shall include, but not be limited to: alt exit signage and illuminarion; the slope of any ramps; the routes that can be taken once occupants leave the buiiding (i.e. a.site plan with the lower level exit paths shown on it); etc: I am especially curious as to how access from the outside is gained to Garage Room 136 and if Door 130B is a required exit. Chapter 10. 6. Revised Site Plans Mike Ridley, Senior Planner, and Jon Hohenstein, Assistant to the City Administrator, aze requesting updated site and grading plans reflecting all changes to the library site with the construction of Civic Center Drive; as well as proposed site changes with this project. 1• ' 7. Add Reference Grids to Lower Level Plans Please add reference grids to the lower level plans that are coordinated to the upper level plans. Also, reflect all conshuctions that aze transitional from one level to the other (e.g. stairs from lower level grade to the upper level deck azea should be shown on both lower and upper level plans). 8. Accessibilitv Within Existing Buildin¢ Areas On January 23, 1996, Minnesota's new accessibility code went into effect, replacing all existing accessibility niles in Chapter 1340 of the Minnesota State Building Code (MSBC). The new rules incorporate, by reference, UBC Chapter 11 and UBC Appendix Chapter 11, Divisions I and II. VJhen the UBC requires a site or building element to be accessible, CABO/ANSI A117.1-1992 is the standazd, or specification to be used to make that element accessible. Not all portions of CABO/ANSI are applicable, i.e. only when an element is required by the UBC to be accessible does CABO/ANSI apply. To clarify, the following docuxnents are required to properly enforce Minnesota's Accessibility Code: • UBC Chapter 11 • UBC Appendix Chapter 11, Division I and II. • CABO/ANSI A117.1 - 1992 • Minnesota's Amendments Appendix Chapter 11, Division II, addresses accessibility issues. for eatisting buildings. Basically all portions of an existing buiiding are retroactively required to be made accessible when large scale remodeling projects are undertaken. The only two limiting factors given (other than the exceptions in Chapter 11; Section 1103. 1.1) aze technically infeasible situations (cost does not create a technically infeasible condition) and the 20% rule. The 20% rule requires that an additional dollaz amount equal to 20% of the cost to do the , work within the azea of primary function be made available to upgrade other azeas of the building. As this project includes work throughout the existing_ building, all areas of the existing building aze affected. This includes, but_is not lunited to: outside book drop azea; inside book drop conveyor belt, _ termination area, van accessible parking; curb cuts; exterior ramps; building entrances; interior ramps; all rest rooms (supply plans verifying existing bathroom dimension); Projection Room 104; Gazage Room 136; 12" (x 48" depth) at latch side on push side of doors; and 18" (x 60" depth) at latch side _ on pull side of doors, etc. wPlease submit revised plans incorporating the above. If I can be of further assistance, feel free to contact me at 681-4683. Thank you. Sincerely, Joe Voels Conshvction Analyst JV/js cc: Doug Reid, Chief Building Official Building Inspectors/Fire Mazshal Lazry Norris, Dak. Cty. Admin. Ctr., 1590 W Hwy 55, Hastings, MN 55033 . MESSAGE CONF I RMAT I ON ' 02i28i97 14:28 ID=EAGAN ENG+COM DEU N0. MODE BOX GROUP 339 TX DRTEiTIME TIME DISTRNT STRTION ID PqGES RESLILT ERROR PRGES S.CODE 02i28 14:26 02'19" 612 438 4405 006/006 OK 00~0 - city of eagan FAX TRANSMITTAL 3830 PILOT KNOB RD EAGAN, MINNE50TA 56122 TO: FAX # 413 g - ! ~QS~ DATE Z~2 $ !r 7 ~ , ~ ATTENTION G R o T1ME P.M. CDMPANY # OF PAGES TO FOLLQW FROM: M. VQOl EQoq PHONE # 0 1M Commenis: 7rCor- ~Anth 211 &/,97 . , These are being transmitted as checked below: For approvai Far your use Ongin Is fonxarded ~ ~iA N'1~9~L As +B4uested OC For review and camments Onginals not torwarded For puhlicatlan High pnority , . MESSAGE CQNFIRMATION 0228i97 14: 32 ID=ERGAN ENG+COM DEU N0. MODE BOX GROUP 331 TX DRTEiTIME TIME DISTAN7 5TATION ID PRGE5 RESULT ERROR PRGES S.CODE 02i28 14:29 02'42" 91 612 342 2216 006i006 OK 0000 ~ city af eagan FAX TRANSMITTAL asso PILor KNaa Ro EAGAN, MINNE50TA 55122 T0: FAX # '3 yZ ' Z Z/ lo DATE ~'Z ATTENTI4N _ h&Z Rt c N ~4S TIME COMPANY # QF PAGEB Tp FOI,LOW ~ FROM: J-OE M. MOEL a PHONE Commenis: /~y Gdy7C/2 ~.~fTG?,/"/Y 7 - ~ r These ar+a peing transmilted as checked helow: For approval For your use 4riginals ffl,warded (/rA Mqr4 AS rtequesYed Fqr review and comments Originals not forwarsied For puClication High priarity I . 1Vletropolitan Council ~ Working for the Region, Planning for the Future Environmentai Services April 8, 1997 Joe Voels Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan Council Environmental Services Division has determined SAC for the V6'escatt Library Renovaiion-tocated within the Ciiy of Eagan. This project should be charged 1 SAC Unit, as deternuned below. SAC Units Charges: Fixture Units 66 f.u. @ 17 f.u./SAC Unit 3.88 Tech Services 2856 sq. ft. @ 2400 sq, ftJSAC Unit 1.19 Total Charge: 5.07 Credits: Fixture Units 74 f.u. @ 17 f.u./SAC Unit 435 Net Charge: 0.72 or 1 If you have have questions, call me at 229-2113. Sincerely, ~ A • Ruff-n4 Jodi L. Edwards Staff Specialist Municipal Services Section JL,E:..., . 97040856 _ cc:. S. Selby, MCES . Carolyn Krech, Finance Department, Eagan Mike Richgels, Meyer Scherer & Rockcastle Ltd. 230 East Fifth Streel St. Paul, Minnesota 55101-1633 (612) 222-8423 Fax 229-2183 TDD/711 229-3760 An Fquai OPW~NJ E^Wby~ COUN'FV ADMINISTRATOR DA KOTA COUNT Y BRANDT RICHARDSON DAVID J. UNMACHT DEPUTY COUNN ADMINISTR4TOR TELEPHONE (612) 438-4418 DAKOTA GOUNN GOVERNMENT COMPLEX 1590 W. HN1Y 55, HASTINGS. MINNESOTA 55033-2372 I~ECEIVED APR D 3 1997 April 1, 1997 CKAF.-Joe Voels ; Construction Analyst City of Eagan Municipal Center 3830 Pilot Knob Road Eagan, MN 55122-1897 RE: Wescott Library Addition and Renovation Project Dear Mr. Voels: This letter is in regards to your letter of March 18, 1997 to MS&R Architects concerning the non-conforming mezzanine guardrails of the Wescott Library and the partitions that have been installed adjacent to these guardrails. Dakota County agrees that if, for any reason, any partitions affecting the guardrail system are changed such that any portion of the guardrail system is made non- conforming, immediate action will be taken to bring the affected guardrails back into conformance. Please contact me directly at 438-4533 if you need further information on this matter. Sin erely, A. N s Project M ager LN cc: Ken Harrington, Planning Manager Tom Burrows, Property Management Director Primetl on recycled papeq 20% post-consumer AN EGUAL OPPORTUNITV EMPLOVEN • , BRANDT RICHARDSON , DAKOTA COUNTY °°U"TMA°M'"'STRAT°R DAVID J. UNMACHT DEPUTV COUNTY ADMINISTRATOR TELEPHONE (612) 438-4418 DAKOTA COLINN GOVERNMENT COMPLEX 1590 W. HWY 55, HASTINGS, MINNESOTA 55033-2372 wou~oak = - TREECEItTED APR 0 3 1997 BY: April 1, 1997 CMr._Joe Voels ~ Construction Analyst City of Eagan Municipal Center 3830 Pilot Knob Road Eagan, MN 55122-1897 RE: Wescott Library Addition and Renovation Project Dear Mr. Voels: This letter is in response to your letter of March 18, 1997 to Mike Richgels of MS&R Architects and in regards to recent conversations with Mike Richgels and me concerning various issues with this project.. The following paragraphs describe the response by Dakota County to each issue: 1. One-hour OccuQancy Separation at the Base of Stair "A": We understand that the City will accept a smoke detection system throughout the entire lower level exit system in lieu of a rated enclosure at the base of the stair. The current construction documents already upgrade the smoke detector system and a few more detectors will be added to fulfill this requirement. You will be provided appropriate drawings on this. 2., 3. 20% Rule and Accessible Route: The main level and lower level existing public restrooms will be upgraded to current accessibility codes. These upgrades will be similar to work recently completed at the mezzanine restrooms and will include new plumbing fixtures, toilet partitions, accessories and power-assisted doors. You will be provided appropriate drawings on this. If the total cost for these restroom.changes exceeds $25,000, the final authority for the expenditure of these funds rests with the Dakota County Board of Commissioners. We do not anticipate any problems with obtaining Board approval for this since sufficient funds are available for this work. However, we PrinteG an recycled papac 20% post-consumer AN EQUAL OPPORTUNITV EMPLOVER understand that the City may halt the entire project in the event that the County Board ultimately does not approve the funds for this work. 4. Plumbing Fixture Counts: Recent fixture counts and calculations by MS&R reveal that the proposed building addition and renovations meet the current code without adding additional fixtures. MS&R will send you the results of their count and calculations to confirm this. 5. SAC Determination: It is our understanding that SAC's are based on square footages and fixture counts. The updated plans will be provided to Metro Waste for SAC determination as soon as they are available. 6. Mezzanine/Stairway Guardrail System: Modifications will be made to the non-conforming spaces between rails of the mezzanine/stairway guardrail system to meet current code requirements. MS&R will submit drawings on this to you. It is our understanding that you will accept the partitions as installed on the mezzanine level as blocking the non-conforming guardrails providing 1) the partitions block access to the existing guardrails (which they do); 2) the partitions are made a permanent part of the guardrail system (which we believe they are due to the size, weight and configuration of the partitions - and as verified by field inspection by your office); and 3) a letter is provided by Dakota County stating that immediate action will be taken to modify the non-conforming guardrails if the partitions are ever changed or removed (this assurance will be provided in a separate letter). 7. Revised Site Plans: MS&R will update and reissue the site and grading plans as you have requested. Dakota County has provided all information it has to MS&R regarding the upgrades done in 1994. MS&R is waiting on records of changes that the City of Eagan did at this same time regarding closing one driveway access to Wescott Road and a new driveway access to Civic Center Drive. MS&R is waiting on information from Mike Ridley of the City of Eagan before this item can be completed. 8. Footing/Foundation Permit: It is our understanding that as a result of Dakota County's response to the above issues, that you will issue a footing and foundation permit only until all revised documents are submitted and approved. We understand that we have until April 21, 1997 to.issue all appropriate documents as described in the preceding paragraphs. ~ . ' Please contact me directly at 438-4533 if you need any further information on this ~ matter. Thank you. Sincerely, A. orris Project nager LN , cc: Tom Burrows, Property Management Director Ken Harrington, Planning Manager Mike Richgels, MS&R . MS&R Meyer, Scherer & Iiockcastle, Ltcl. Architecture, Interior Design 28 March 1997 anct Urban Design ii9 North znd Street Minneapolis MN 5540i•14zo I.aC[y Noiils 6IZ 375-0336 phone Dakota County General Services Administration 61z 34z.z2x6 fax 1590 Highway SS Hastings, MN 55033 Re: Wescott Library Addition and Renovations -#9652 Building Code Review Dear Larry: The City of Eagan gave verbal approval on Thursday, 3.27.97 to issue the footing and foundation permit if they receive a Letter of Intent, stating that we will agree to the code issues addressed in Joe Voels' letter to me dated 3.18.97. A full building permit will be issued when updated plans are submitted and approved by the City. They have given us a deadline of 21 days to submit plans after the City issues the footing and foundation permit. The following is a list of the issues and what we are required to do: 1. One-hour Occupancy Separation at the Base of Stair "A": The City has agreed to a smoke detection system throughout the entire lower level exit system in lieu of a rated enclosure at the base of the stair. EEA is aware of this requirement, and Cory Meier has stated that the current construction documents already upgrade the smoke detection system and that we only need to add a few more detectors to fulfill the City's requirement. 2,3. 20°/a Rule and Accessible Route: After many conversations and letters, the City is requiring that the'main level and lower level existing toilet rooms be upgraded to the current accessibility codes. With these upgrades, the building still must meet the current code on plumbing fixture counts (see Item 44). These upgrades would be similar to work recently completed on the mezzanine and will include new plumbing fixtures, toilet partitions, accessories and power-assist doors. After further review of the existing plans and fixture count, I believe the required changes by the City will not have as much impact on the total building as previously thought. I will issue preliminary plans to you showing the proposed changes (new accessible toilet rooms on the lower level will not have to be built as previously thought). 4. Plumbing Fixture Counts: As mentioned above, the building with the addition and existing restroom renovations must meet current plumbing code fixture counts. I have just completed the fixture count review and calculations and I will send them to the Ciry. The proposed building addition and renovations meet the current code without adding any more fixtures. Equa( Opporteinity Employer y MSV V i _ 5. Sewer Access Charges (SAC): In a phone conversation with me on 3.28.97, Joe Voels stated that SAC's are base on square footages and not just fixture counts as previously thought. When our plans are updated, we will send them to Metro Waste for SAC determination. 6. Mezzanine/Stauway Guardrail System: The City has found that the existing mezzanine guardrails and stair railing to the mezzanine are required to be brought up to current building code standards. The rails did not meet code when the building was first built, which is the reason for the upgrade. MS&R will provide options for bringing the stair rail system back into conformance. The scope of this change involves all open railings from the mezzanine level down to the intermediate stair landing benveen the main and lower levels, including the guardrail around the main floor. The City will accept the new furniture partitions on the mezzanine as an upgrade to those railings under three conditions: 1) They block access to the non-conforming rails (which they currently do). 2) The partitions are made a"permanent" part of the guardrail system. The City would like these panels bolted to the floor but may accept them as they are, due to the weight and inability of moving the partitions freely. We have asked Joe Voels to field verify this situation. 3) The City wants a letter of promise from you that if the partitions, for any reason, are changed so that any portion of the original guardrail system is made non-conforming again, immediate action will be taken to bring the rails back into conformance. The letter addressing this issue must be separate from the Letter of Intent for the other issues. 7. Revised Site Plans: MS&R will update and reissue the site and grading plans as the City requested. We currently have the site.upgrades that the County did in 1994. We do not have records of the changes the City made recently on this property regarding closing one driveway access to Wescott Road and new driveway access to Civic Center Drive. We have asked Mike Ridley at the City for this information but have not received it yet. When we receive this, we will complete the plans and reissue them. 8. Footing and Foundation Permit: This permit will not be issued unless the City receives your Letter of Intent agreeing to the above issues. Failure to agree to these issues will not only delay o6taining the permits, but could also stop the current interior renovations immediately, which will have a major impact on this project's schedule. If we can be of further assistance to you, please call at any time. Sincerely, ~ f"'~ Mike Richgels cc: Joe Voels; City of Eagan Jeff"Scherer; MS&R e:\projecdwescott\docUnisc\1032897.doc Wescon Library - N9652 28 March 1997 Page 2 . MS&R Meyer, Scherer & Rockcastle, Ltd. 119 North Second Street Minneapolis, Minnesota 55401-1420 (T) 612-375-0336 (F) 342-2216 Memorandum 01 April 1997 To: Joe Voels; City of Eagan From: Mike Richgels Project: Wescott Library - #9652 Re: Plumbing Fiacture Counts Squaze Footages Mezzanine Level 2,289 Main Level 24,832 Lower Level 24,200 51,321 square feet total 51,321 = 200 sq.ft. per occupant = 256 occupants 256 occupants x 50% = 128 men, 128 women Requirements Water Closets Male Female 55 occ. = 3 wc's 55 occ = 3 wc's 50 occ. = 1 wc 50 occ. = 1 wc SO occ. = 5 wc's 50 occ. = 1 wc 155 occ. = 5 wc's 155 occ. = 5 wc's = 10 wc's total Note: 1/2 the required wc's for men can be urinals 3 wc's + 2 u. = 5 fixtures total or 4 wc's + 1 u. = 5 fixtures total Equa! Opportunity Employer , Lavatories One lavatory for every 2 wc's Men Women 5= 2= 2.5 (3) 5= 2= 2.5 (3) = 6 lavatories total Drinking Fountains One drinking fountain for every 150 occupants 256 = 150 = 2 = 2 drinking fountains total Current Building Male Female Unisex WC's Urinals Lav.'s WC's Lav.'s WC's Lav.'s Mezzanine 1 1 1 1 Main Level 1 1 1 2 1 1 1 Lower Level 2 1 2 3 2 1 1 Total 4 2 4 6 4 2 2 6 fi3ctures exceeds the exceeds exceeds exceeds unisex wc's and lav.'s required by 1 req'd. by 1 req'd. by 1 req'd. by 1 exceed code requirements Drinking Fountains 2 required 3 in current building (exceeds by 1) Proposed Building Male Female Unisex WC's Urinals Lav.'s WC's Lav.'s WC's Lav.'s Mezzanine 1 1 1 1 Main Level 1 1 1 1(omit 1) 1 1 1 Lower Level 2 1 1(omit 1) 3 1(omit 1) 1 1 Total 4 2 3 5 3 2 2 6 fixtures exceeds the meets code meets code meets wde unisex wc's and lav.'s required by 1 exceed code requirements Drinking Fountains 2 required 3 in current building no proposed changes cc: e:\piojecdwescott\doc4nemo4nisdm032897.doc Wescott Library -#9652 01 Apri1 1997 Page 2 _ 05 =o'' 5=0~ I I± - ~ , . , ~ ' C4EAR + S~E I-laC. ~ ` gA'• . • : . ~ - - - ~ PH i I I-bxl*o MI , ~D O ~ rsnK ~ hN ' TPFI q,~Ag I ~ 2~$ I ~ A ~ C . ~ ~ ~ LoWE~. •I.EvE4. 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Architecture, Iaterior Design and Urban Design 119 North 2nd Street Minneapolis MN 55401.1420 612 375.0336 phone 612 342.2216 fax Date: 04/01/97 Time: 3:29 PM Pages: Transmittal + 6 Ta CJoe Voels, Construction Analyst J Of: City of Eagan Fax Number: 681.4694 From: Mike Richgels Re; Wescott Library - #9652 Copy: File copy MS&R letter to Larry Norris dated 28 March 1997 J MS&R memo dated 01 April 1997J ~ 2 brawings of Proposed Upgrades (Lower and Main Levels) ~ Remarks: e:lproj ecc\wescotddodtcans\0401tran.doc I MEMO _ city of eagan TO: PAT GEAGAN, CNIEP OF POIICE JON HOHENSTElN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLE3TNER, F3RE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKSIENGINEERING/UTILITIESiSTREETS GENE VANOVERBEKE. FINANCE DIRECTOR RICH BRASCN, WATER RESOURCES COOROINATOR MIKE RIDLEY, SENIORPLANNER) GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DA7E: Z/'f / 9 7 131yo Ie.IilOolf ~D• SUBJECT: PLAN REVIEW The _ preliminary construction plans for wt-rcorr ZI RAR y are in our pian review section for your review and comment. Please notify the Protective Inspections Oivision if you have any reason that these plans shauld not be appraved and resolve any problems with the aflected parties. If you are requesting that issuance of the building pertnit be heid, please fill out the proper "hold" request form. Cammen : Ll2 qsl Me.~ 1/0 0'k S. ~ Indicate any fees that are to be colleded with the building permit: Amo n ? Yes ? No landscape security required ? Yes ? No water quality dedicatlon ? Yes ? Na park dediption ? Yes ? No trail dedicatian ? Yes ? No Vee dedication ? Yes ? No 0020 ? Signature Date plww.w MEMO _ city of eagan TO: PAT GEAGAN, CHIEF OF POLICE `.JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR) DALE WEGLE3TNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIESISTREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SC110EPPNER. SENIOR IN5PECTOR DATE: Z /'J / / 7 /3yo 14C1tesly eD• SUBJECT: PLAN REYIEW ` The _ preliminary I/~- construction plans for K/ LOc'01r C. /Q RAIe Y are in our plan review seclion for your review and comment. Please notify the Protecfive InsQections Division if yau have any reason that these plans should not be appraved and resolve any problems with the affeded parUes. If you are requesting that issuance of the building pertnit be held, please fill out the proper "hold" request fartn. Comments: Ad- ^ 941,0~ ~ /./1.2.tAnfPw~ Indicate any fees that are to be collected with the building pertnit: Amoun ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dediption ? Yes ? No trail dediption ? Yes ? No Vee dedication ? Yes ? No ~ 110147 Signature - ~ te plsn+av.ier MEMO - city of eagan TO: PAT GEAGAN, CNIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY AOMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERINGlUTILITIESlSTREETS :GENE VANOVERBEKE; FINANCE DIRECTOR } RICti BRASCH, WATE3t RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: Z /7,/ / / 13y0 1&1il'fr&lr SUBJECT: PLAN REVIEW The _ preiiminary 0(_ construclian plans for we.rcarr C,~ RAR y are in our plan review seCion for your review and comment. ?lease notify the Protective Inspeciions Division if you fiave any reason that these plans should not be approved and resoive any prahiems with the affecfed pardes. If you are requesting that issuance of the building pertnit be held, please fiii out the proper "hold" request fortn. Comments: 'D~1e /GL? Z A/o eon n et-koll v' ~ ~X i?T ~x 66 DAlc A'av rae_~ «mv.~f w i 7 /W Indicate any fees that are to be collected with the building permit a/~ Am un ? Yes ? No landscape secunty required ? Yes ? No water quality dedication ? Yes ? No park dediption ? Yes ? No treil dedication ? Yes . ? No tree dedication ? Yes ? No 2' to ' q7 Signature Date 04/01/97 11:39 DRKOTA COLINTY-RDMINISTRFlTION 001 . ~ ~ ~~I-RAN , Al. I ; ( C]AKOTA COUNTY 4 ADMlNlSTRATION C7EPARTMENT ~ I 15,90 west Htghway 85 ! Hastings, MN 55033 ( Fax 812-438-04p5 ~ TO, 42L I aFFicE: 7'ELEPHONE/F,4X: FROM: DEPARTMENI"; I]A'f'E: TIME: SUBJEC7: - - - - J I i MUMBER OF PAGES; ncludss co~er aheat) . ; ; Additionat Comrnentsllnstructions: i I I ~ I I If you do nCt reCeive ali of the ages, ptease call us as soon as posslble For retransmission (612A38~q18~ I o:wepllnaminvaut«m.e~oo i i I j f I R=g5S' 612 438 4405 04-01-97 12:43PAi P001 'ii20~ 04/01i97 11:40 DAKOTR CaINTY-RDMINISTRHTION 002 ~ BRAHdT BICMqRD80M ~ DAKOTA COUNTY nr;ruTMVlukrvnNdMwAC„Tron TEIEAMONE (6121438.4410 j . OAKQTA GOUNT' QOVERNMEN7 COMPLE7C 1880 N! HWY.66, HASTINGS, MINNE90TA 6509349371' r April 1,1997 Mr. Joe Voels ~ Construciion Anayst City of Eagan Municipal Center 3830 Pilot Knob Road Eaean, MM 55122-1887 ~ RE: We$cott Ubrary AddiBon and Renovation Project Dear AAr. Voels: This letter is in responae to your letter of March 18, 1997 to Mike FtiChnals Of M5&R ~ ArchiteGts and in regards to recent conversatlons wtth Mike Richgels and me concarning variaus issues with this proJect. The foliowing paragraphs describe the response by Dakota County to each issua: 1. One.hnur OacuRanay Seoaretlon at g Beae of Stair °A": Wa understand that the City wilt accept a smoke detectlon system throughout the I entire lowar level exit system in lieu of a rated enctosure at the base af the 8tair. i The current con$truction documents atready upgrade the smoke detector system and a few more detectors will be added to fulfill this requirement. You will 6e pravided appropriate drawings vn this. 2., 3. The main level and lower level existing public restrooms wrlll be upgrdded W currerit accessibility codes. These upgrades will 6e similar to work r+eceritly corrtpleted at the rnezzanine reatrooms and will indude new plumbing flxtures, toilat partitions, aooessories and power-8asisted doors. You will be provided appiopriats drawings on this. If the total cost fvr these restroom changes exceeds $25,000, the flnal authonty for the expenditure of these funde rests with fhe bakota Gounty Boarci of Commissioners, We do not anticipate any problems with oblaining Board approval For this since sufficient funds are available for thls work. However, we ~ rnMoy on rxyeled ww• aoK aou'aomumor ~ AN L9pWl qROfl7UM1Y UAPI.OYBf A ~ R-M 612 438 4405 04-01-9'i 12:43PM P002'# 20 04i01i97 11:46 DRKOTp COUNTY-RDMINISTRATION 003 . ! I , t understand thai the City may halt the entll'e projeCt in the event that the County Board ulfimately doea nat approve the furids for this work. ~ 4. PlumBing Flxture Ceu~Ns: Recent fixture counts and calculations 6y MS&f2 reveal that the proposed ~ building addldon and renavatlone meet the current coda wfthout adding addltional fixtures. MS&R un11 send you the results of their count and calCulationa to confirm this. ~ 5. ~AG baterminaJon: ~ It is our understanding that SAG's aPe baBed on squdre ToOtages and fiMure counts. The updabed plans wlll be provided tp Metro Wasta for SAC datermination as soon as they are available., . Mezzanlne/8tnirwav t3uardreil3vstem: Modifications will ba made to the non-confarming spaces beiween ralls of the mezzanine/stairway euardrail eystem to meet currerrt code requirernents. MS&R j will aubmlt drawings on this M you. It ia our underatanding that you will acoept the partltlons as installed on ihe meazanine level as blocking tha non-conforming guardrails providing 1) the partitions blodc accesa to the existing guardralls (whiCh they do); 2) the partitions ~ i are made a permanent part of the guardrall system (which we believe thsy are due to the site, weigttt and configuration of the partitions.- and as verifisd by ~ field inspectfon by your ofllce); and S) a lettiar is provided by Dakote County ~ stating that Immediate actlon wlll be taken to modify the non-coniwming guardrails if the partitiona are ever changed or removeQ (thie assuranoe will be ? provided In a separate letter). ; 7. Revised Site Plans: ( M3&R wi(I update and reissue the site and grading plans as you have requested. Dakota Couny has provided all information it hae to MS&R regerding the , upgrades done in 1894. MS&R Ia waiting pn records of changes that the Clty of ~ Eagan d(d at this same time regaMing closing one driveway aocess to W86COtt ~ Ftoad and a new driveway accees ta Civic Center Orive. MS&R is waittng on ; IMormation fYom Mike Ridley of the City of Eagan bafore this itam can be ~ complefed. i I I 8. FootinqlPoundation Parmit It ie' our understanding thet a8 8 result of Dakata County's reaponse to the above issires, that you will issue a footing and foundation permit only until all revised ~ documents are submitted and apprnved. We understand that we have untii AprU 21, 1997 to .issue all eppropHate dacumente as desCribed In the preceding ; paragraphs. i . i ~ I R-95% 612 438 4405 04-01-97 12:43PM P003'J0 ~04i01i97 11:41 DfiKDTq COLINTY-RDMINISTRATION 604 Pieasa cdntact me directly st 488-4535 if you need any turther irtformation on this ~ matter. Thank you. i I 8fn rely; A. 4ms ( Project nagar W I cc: Tom Burrows, Propeity Management Director ~ Ken Harrington, Plenning. Managar Mike Richgels, MS&R ) ~ ~ ~ I . ~ ~ i i ~ I i i ~ t ~ I R<95% 612 438 4405 06-01-97 12:63PM P004t320 . 04i01i97 11:41 DRKOTR COUNTY-RDMINISTRATI0N 005 BRppDT RICHApDBpN aAxoTA CounrTY ODUNTYADMINSTRA7oA DaviD a uNMncwr oa`m couNrrnrnniNigi HAtom TELPHQNE (812143&4410 ( DAK07q GOUNTY Ci,OVCRNMENT pOMPLEX isso w nuvr.55, Hnt-l'mos, Miwveso7a 55033,2372` i I ~ ~ I April 1, 1887 Mr. Joe Vpels Construction Analyst City of Eagan Municipal Center 3630 Pilot Knob Rosd Eagan, MN 66122-1897 RE: Weacott Llbrary Addition and RenovAtlon Project Dear Mr. Vosis: Thls letter; is in regards to your letter of March 18, 1997 to MS&ti Architects conceming the non-cqnforming mazzanine guardrails aFthe Wescott Librery end tFle pa[tiNons that have been installed adjacent to these guardrails. Dakota Courrty agrees that if, for any reason, any partltions eifectlnp the guardrall ~ system are changed such thaf any portion of the guardrall system Is made non- conforming, imrnedtate actian will be taken to bring the atiected guardrails beCk into ~ confarmance. . ( Pleaae contact me dlrectly at 438-4533 if you need fUrther informatlon on thls matter. ! Sin rely, ~ ~ A. N s Pra)eot M ager LN cc: Ken Harrington, Planning Manager Torh Burrows, Property Management DirecfiDr i ~ ~ vrmwa un moyaod a.oer. aow oauceroumw ~~y arv EauaLaPPORTUta7r EMR.oYEI I M i - - . 7M P005 # 0 91 612 342 2216 _'04/01/97 15:36 FAR 91 812 392 2218 M S& R IaOO1i007 M5&R Transmittal MtYu, sc,«<z & xockcasr,c, cta. Arc6itecture, intcrior Design and ilrban Daign 129 North 2nd Sucet Minaeapolis hIN 55401.1420 612 375.0336 phone 612 342.2216 fax Date: 04/01/97 Time: 3:29 PM Pages: Transmittal + 6 To: Joe Voels, Consuuccion Analysr OF: City of Eagan Fax Number: 681.4694 From: Mike Richgels Re: Wescott Y.ibrary - #9652 Copy: Fi1e 1 copy MS&R letter to Larry Norris dated 28 March 1997 ~ ] MS&R memo dated Ol April 1997 ~ 2 Drawings of Proposed Upgrades (Lower and Main Levels) Remarks: , e:lproj ect\wucottldodaans\0401 tran.doc 91 612 342 2216 04/01/97 15:97 FAX 91 812 342 2216 M S& R Z002/007 MS&R Meyer, Scherer tSC Rockcautle, Ltd. Architecture, Cntcrior Design 28 March 1997 and Urbsn Design =z9 NoTth and Saeer Minneapoli5 MN 55401.1420 X..1iry Tloi[is 611 375.e336 phonc Dakota Counsy General Services Administration 61 1 34z.21x6 f3x 1590 H;ghway 55 Hascings, MN 55033 Re: Wescotc Library Addition and Renovarions -#9652 Building Code Review Dear Larry: The City of Eagan gave verbai approval on Thursday, 3.27.97 to issue the footing and foundation permit if chey receive a Letter of Tntent, stating that we will agree to the code issues addressed in joe Voels' lettcr to me dated 3.18.97. A full building permit will be issued when updated plaas are submitted and approved by the City. They have given us a deadline oE 21 days to submit pIans after the City issues the footing and Eoundation permit. 7he following is a lisr of the issues and what we are required to do: 1. One-hour Ottupancy Separation at the Base of Stair °A": The City has agxeed to a smoke detection system throughout the entire lower leve( exit system in lieu of a aated enclosure at the base of the stair. EEA is aware of this requiremant, and Cory Meier has stated that the current constxuction documents already upgrade the smoke detection system and that we only naed to add a few more detectors xo tu(fill the City's requirement. 2,3. 20% Rule and Accessible Routc: After many conversations and letters, the City is requiring that the main level and lowec level existing toilet rooms be upgraded to the current accessibility codes. With thes¢ upgrades, the building still must meet the current code on plumbing fixture counts (see Item #4). These upgrades would be similar to work recendy completed on the mezzanine and will include new plumbing fixtures, toilet paztitions, accessories and power-assist doors. Aftei further review of the existing plans and fixture count, I believe the required changes by the City will not have as much impact ott the total building as previously thought. I will issue preliminary plans to you showing the proposed changes (new accessible toilet rooms on the lower level will = have to be built as previously ihought). 4. Plumbing Fixcnre Counts: As mentioned above, the building with the addition and existing restroom renovations must meet current plumbing code fixture counts. I have just completed the fixture count review and calculations and I will send them to the City. The proposed building addition and renovacions meex the current code withouc adding any more fixtures. F'qupl C)ppurruwity E»rp(nycr 91 612 342 2216 04/01/97 15:37 FAA 91 812 342 2216 M S& R 0 009/007 MS&R 5. Sewer Access Chazges (SAC): In a phonc conversation wich me on 3.28.97, Joe Voels stated that SAC's are base on sqaare footages and not jusc fixture counts as previously thought. When our plans are updated, we will send them to Metro Wasce for SAC decerminarion. 6. Me2xanine/Staisway Guardrail System: '7'he City has found that the exisring mezzanine guardrails and stair railing co che mezzanine are required to be brought up to current building code standards. The rails did noc meet code when che building was first built, which is the reason for the upgrade. MS&R will provide options for bringing the staic rail system back into conformance. The scope of this change involves all open railings from the mezzanine level down to the intermediate stair landing between the main and lower levels, including the guardrail azound the main floor. The City will aceept the new furnitu[e partitions on the mezzanine as an upgrade to those iailings under three condicions: 1) They block access to the non-conForming rails (which they cucrently do). 2) The parcitions are made a"permanent" part of the guardrail syscem. The City would like these panels bolted to che Floor but may acceps them as Lhey are, due to the weight and inability of moving the partitions freely. We have asked Joe Voels to Field verify this situation. 3) The City wants a letter of promise from you xhat if the parcicions, for any ceason, are changed so chac any portion of the original guardrail system is made non-conforming again, immediate action will be taken co bring che rails back into conformance. 7he ]etter addressing this issue must be separace from che Letter of Intent for che other issues. 7. Revised Siu Plans: MSSCR will update and reissue the site and grading plans as the City requested. We currendy have che site upgrades that the County did in 1994. We do noc have records of the ehanges the City made retently on this property regarding closing one driveway access to Wescott Road and new driveway access to Civic Center Drive. We have asked Mike Ridley at che City for chis information but have not received it yet. When we receive this, we will complete the plans and reissue chem. 8. Footing and Foundation Perarit: This permit wi11 noc be issued unless the Ciry reteives your Letter of Intent agreeing to the above issues. Failure to agree to these issues will not only delay obtaining the permits, but could also stop the current incerior renovations immediauly, which will have a major impact on this project's schedule. If we can be of further assistance to you, please call at any time. Sincerely, ~ Mike Richgels cc: Joe Voels; City of Eagan JefF Scherer; MS&R , e:\projectlwescaMdoclmi3e\1032897.doc Wescatt Librory - 09652 28 MorcS 1997 Pagc 2 91 612 342 2216 •04/01/97 15:38 FAY 91 812 342 2218 M S& R 1@004/007 MS&R Meyer, Scheret & Rockcastle, Ltd. 119 North Second Street Minneapolis, Minnesota 55401-1420 (T) 612-375-0336 (F) 342-2216 Memorandum 01 April 1997 To: Joe Voels; Ciry of Eagan From: Mike Richgels Projecc: Wescott Library - #9652 Re: Plumbing Fixture Counts Squaze Footages Mezzanine Level 2,289 Main Level 24,832 Lower Level 24,200 51,321 square feec toral 31,321 i 200 sq.k. per occupant = 256 occupants 256 occupanxs x SO% = 128 men, 128 women Requirements Water Closets 111Ak FADmale 55 occ. = 3 wc's 55 occ ~ 3 wc's SO occ. = 1 wc 50 occ. = 1 wc 50 occ. - 5 wc's 50 occ. = 1 wc 155 occ. = 5 wc's 155 occ. m S wc's o 10 wc's total Note: 1/2 the required wc's for men can be urinals 3 wc's + 2 u. = 5 fixtures total or 4 wc's + 1 u. = S fixcures total Equa! Oppo.s,+nity Enrployer 91 612 342 2216 04!01!87 15:38 FA% 81 812 342 2218 M S& R 10005%007 Lavatories One lavatory for every 2 wc's Men Wome 5= 2= 2.5 (3) 5wr 2- 2,5 (3) = 6]avatories total Drinking Fountaias One drinking fountain for every 150 occupanu 256 + 150 = 2 = 2 drinking founcains total Current Building Male Femalg Unisex WC's Urinals Lav.'s WC's Lav.'s WC's Lav.'s Mezzanine 1 1 1 1 Main Level 1 1 1 2 1 1 1 Lower Level 2 1 2 3 2 1 1 Total 4 2 4 6 4 2 2 6 fixtures eaceneds the exceeds oxceeds exceeds unisex wc's and lav.'s requircd 6y 1 req'd. by 1 req'd. 6y 1 req'd. 6y 1 exceed code requiremencs I7rinking Fountains 2 required 3 in current building (exceeds by 1) Proposed Building mgL Pemttle Unisex WC's Urinals C.av.'s WC's Lav.'s WC's Lav.'s Mezzanine 1 1 1 1 Main Level 1 1 1 1(omit 1) 1 1 1 Lower T.evel 2 1 1(omic 1) 3 1(omi[ 1) 1 1 Total 4 2 3 S 3 2 2 6 fixtuces exceeds che roeecs code mee[s code meecs code unisex wc's and lav.'s required Ly 1 exceed code requircmonts Drinking Founcains 2 required 3 in currenr building no proposed changes cc: e:lprajealwecconldoclmemo4nise4n 032 B 97.doc Wcscoa Library - 89652 01 Ap.il 1997 Poge 2 91 612 342 2216 04i01/97 15:38 F.k% 81 612 342 2216 M 5& R 0006/007 . , I ~ ~«p~ 1 ~G~G~ ~ s~~ ~ ~:-+G • ~ r A, - ' ~ ! O prT " ~ , w .I _,e-) O" c~ w - ~ ~ 10 i-b~n.a MI ~ ~ , • ~ ~ ~ " L. 1 ~n v ~ L.,~ai . 2-!0 ~o i ~ Y~c?wEQ.. •L~vE~. - Ilb WOMF~rI pROFbsto VPCSitAM ~ NEI~J P~~+MBrN~ F~x1V E: M1 PARYiT+eNS ' ~ NaW ActESSeRiES • ~ powER R 5S15TS oN t 11.4 ~ IIb ==1x ,-~~'r.f-~ LaYouT BeTN 000RS dMtT ! 1.pv FlAM EA. Rao N~ .a.~~ uSl~ap I bd~a ' n 12NIAYa Lrt~-.vIJ1 CGLlNTY 4 D •,""n ~w Mo1'1' CEt1'CRIL LIt9RARY J ~~c.nien W~ ~wuu~ • ~ nn .r•.em o..w ..w «.ww.. caw rw. 68~k- ' 91 612 342 2216 04/01/97 15:39 FA% 91 812 342 2218 M S& R Q007f007 10 t0 t~•~ '5-Q 5-0 wAU- ~oq 17~y E~ . ~ . ~ ~ C- ~PAtE - - . ~ ~ Fty ' -3 ~ ~ ' • ~ ~ P„d~R v9 D~APER 1-6 ~ t-o MIFLF.* DEGIL- Ia ~ w/ -,4*L-p.c~&4Tr4& , ~ hr~ji PJ~4~+ h~a.lr A94~ ~a1rJK- use . PoltneN -ti + . R ~t ES ' _s s ~ ~p v !PW,.E • MEZZA NE 1_ PMAS ,o~sLy ~wa N vr ~ I:4 r • , " " ` uP GRwibES ~ PwNAB~*tJr• F'4k?V[ J prteR1'1rooNs . v- NEW ACcESSo.RI ES pe~v.~ER As6~sT5 aN ~ . Dao RS ~^.aMh i 20~ ~?Oq =~IXT.-~S ~oUT ~ owtiT 1 1•3.C. FOsMn woM* oF HGR Yk'' •l-d cs.eR R SP ACE 2 ~ 81 ' r't~i.+.~+jt~iiL 7f/R~a S1ip ~~t,T~Y~'/ P ~ w~rra cwun ~wo .~....~w. ~.e °'•~r ~A~1 ~faf\lV~F 5 ~ / i 1~ Q ~ ..srrtrn o•uwu~ :i nn uwwu~rv ~.~~w w.. ..w rrrwr. eerr we.6~ _ ~i I •~;~y MEMO - city of eagan TO: PAT GEAGAN, CHIEF OF POI.ICE JON HOHENSTEIN, ASSI57ANT TO THE CITY ADMINISTRATOR DALE WEGIEiTNER, F1RE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBE3(E, FINANCE DIRECTOR RICti BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER ; GREGG HOVE, SUPERVISOR bF FORESTRY7 FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: Z/-7 / 9 7 13y0 k4Cl-firoly ~D. SLIBJECT: PIAN REVIEW The _ preliminary e_<_construction plans for Kf Crc01r L/ afzA,e y ~/D" ~ are in our pian review section for your review and comment. Please natify the Protective Inspections Division if ycu have any reason tha*. Lhe=e plans should r.ci ba app;oved ar,d resolve any problems with the affected parties. If you are requesting that issuance of the buiiding pertnit be held, please fill out the proper "hold' request fortn. Comments: Indicate any fees that are to be colleded with the building permit: Amoun ? Yes ? No landsppe sewnty required ? Yes ? No water quality dedication ? Yes ? No park dediption ? Yes ? No traii dedication ? Yes ~ No Vee dedication - ? Yes ? No c- 4v-c z-- II-al 'g ture Date plan+sv.ew 1 MESSAGE CQNFIRMATION ' 03i26i97 13:21 ID=EAGRN ENG+COM DEU N0. MODE BOX GROUP 703 TX DRTEiTIME TIME DISTRNT STRT[ON ID PAGES RESULT ERROR PAGES S.CODE 03i26 13:20 00'54" 612 438 4405 003i003 OK 0000 city of eagan FAX TRANSMlTTAL 3830 PtLor KHOe Ra EAGAN, MINNESOTA 55122 TO: FAX DATE 3 ,~z ~197 AITEiVTlON GA2RY W-.crris TiME COMPANY jJ4xer.y C.vrY. # OF PAGES Tq FOLLOW ~ FROM: JaE M_ VQEL S PHONE# s$ 7~ 4053 3 as REASON : AVr~ a c 6gzrna ~7dr .Qrr.o~~r a /Yl zaan n (~hSTL -990 l' .cr rf fylcw10 /.'t,.- .~I2V~F7 These are being transmitted as checlced below: Por approval For your use originals forwa?ded As requested For review and commerns Originals rtot fotwarded Fqr pupliqtion High pnority GAY M. MESSAGE CQNFIRMATION • 03i26i97 13:23 ID=EAGRN ENG+COM DEU N0. MODE BOX GROUP 704 TX DRTEiTIME TIME DISTRNT STATION ID PRGES RESULT ERROR PRGES S.CODE 03i26 13:22 01'04" 91 612 342 2216 003i003 OK 9000 _ city of eagan FAX TRANSMITTAL 3830 PiLoT iwoa RD EAGAN, MINiNESOTA $5122 T0: FAX # ~ y~ Z Z l(p D/aTE ATTENTION rti- Pj_e14tLS TIME COMPANY # OF PAGES TO FOLLOW Z- FROM: aJCG7E M. VQELS PHONE #68 y! 46S3 REASON: As 3 as- ~ ! 9NS Ar~cr/~ ~t~oy ,Ts ~,v ~C.~o awr~ ' ~~/a..ar 's rs~yro 3~iV~ ) These are being transmitbed as checiced below: For approval For your use Originals forwarded As requested For review and commenlg Oriqinals not forvvarded For publicaton wigh priority CAV 4L AJ~..~7~_a'~~lC.~~~--~n~r__ in~w• ,~w~ 612 297 1973 MN HLD6 CODES & STDS Fax:612-297-1973 Mar 25 '97 16:00 P.01/02 ' 0-W~za\ ~ sO Uepartmem o1 Administration '~t~,ei;•_ FAX MEMORANDUM Numbcr ol'pat;es including cover: 2 n.aTE: March 25, 1997 TO: Mr. Joe Voels Constructinn Analyst City of L•'agan FAX: 681-4694 PHONL':68]-4683 1'ROM: Curt Wichlc, Accessibility Specialist PHONL: 612-296-4633 SlJ37ECT: Alteration and Accessible Route ~ CQMMEN'15: ~Aftei discussing my memorandum dated Mazch 24 witli you I have complcted some additional investigation and reviewed the issve with other colteges within the division. The Purpose of this memo is to clarify how this division cicws this issue. 1994 UBC appcndix section 1111, 1.2 zequires lhat the accessible route to an altered area containing a primary function bz made accessible. In this case the accessible route would be the most direct route leading from the parl<ing or public way to the primary function area beina altered. The only othcr areas that the accessible route would connect -,vould Ut the tvilet rooms and drinking fountains serving the primary function azea. This secuon oFthe code also requires that the actva( toilet room facilities and the drinking fountain itsel f comply w7th accessiUility requirements. "17ils interpretation xvould seem to foltow the reyuirements of the Americans with Disabilities Act Accessibility (:naidelines as we11. The only exception is that ADAAG includes telephones along with toilet facilities mid drinking fountains. As a side notc: telephones were addcd as an amcndment to chapter I 1 by the state - they shoUld have also bcen included in uppendix 1111. 1 .2. Uther items in my prior memo remain unchaaged. A facility may have several Building Codes ;uid Standards Division,'lOS Mclru Square Buildillg, ]2] 7th Plate Gas[, St. Pual, MN 55101-2181 Voica: 6I2396.4639: Fex: 612.299.1973; 7"i'Y: 1.800.627.1529 nnd ask for 296.4639 612 297 1973 MN BLDG CODES & STDS Fax:612-297-1973 Mar 25 '97 16:00 P.02i02 primary function areas with different uses. There may Ue sevcrai accessible routes sc,nving the same primary function uea and there may be multipte toilct facilities and drinking fnuntains serving thc primary function area. MESSAGE CONFIRMATIQN , 03i25i97 11:40 ID=ERGRN ENG+COM DEV N0. MODE BOX GROUP 679 TX DRTE/TIME TIME DISTRNT STRTION ID PAGES RESULT ERROR PRGES S.CODE 03i25 11:39 01'13" 612 438 4405 003i003 OK 0000 - city of eagan FAX TRANSMITTAL 3$30 P1LOT KN06 RD • EAGAN, MINNESOTA 56122 ra: Fa,x # ~13~' • yyOS DATE -3ZZ~~7 ATTENTION GA.QIQYTiME ._[Q•h?. CDMPANY Agrenr 4vrr. Ae...,.. # QF PAGES TO FOLLOW FRann: JOE M. VOEL S PwoNE # sS 7• 4~53 REASON: /~'lcmo 64m L'aar "jrmiem I3,arxA -7~ay~~2 These are 6eing bansmitted as checked heiow; Far apprrnial For your use Originals forwarded As requested Far review and comments o,< Originals not farwarded For publication High priorily ' MESSAGE CONFIRMATION 03i25i97 11:43 ID=EAGRN ENG+COM DEV N0. MODE HOX GROUP 680 TX DRTEiTIME TIME DISTANT STRTION ID PRGES RESULT ERROR PRGES S.CODE 03i25 11:42 01'24" 91 612 342 2216 003i003 OK 0000 city of eagan FAX TRANSMITTAL ssao PiLoT Kuoe Ro EAGAN, Mfl+INE507A 55122 TO. FAX # ~1?1Z- DATE 3Lz S~7 ArfENTtON yeec~vaStGS TIME dftdi COMPANY ~.Kok # OF PAGES TQ FQLLOW Z FROM: JC7E M_ VQEL ~S PhEQNE #6$ 7-m 4l383 REASON: J'y1sAfo Ap.~ L'uA._.,k(r~ey,~, a,4rah These are being transmitEed as ehecked below: For approval ~L For your use Ori9ina15 forvvarded A5 requested Far raview and camrrtents Origirrals not forwarded Far pubUcation High pnority+ 612 297 1973 • MN BLDG CODES 8 STDS Fax:612-297-1973 Mar 25 '97 8:29 P.01/02 ILO~ ~n`'S Uepanmentol'Adinini,tration ~ FAX MEMORANDUM Number of pages incluciing cover: 1 DATE: March 24, 1997 TO: Mr. Joe Voels Construction Analyst City of Eagan PAX: 681-4694 PHONE:681-4b83 FROlvf: Curt Wiehle, Accessibility Specialist PHONr: 612-296-4633 SU13JF.C:T: Wescoti Library CnMMENTS: T feel the intent of the 1994 UBC Appendix Chapter 11 Section 1111.1.2 is to limit the accessible route provisions under the alteration vf a primary lunctiou area to tl,osc elements which se e the altered area. In the case uf a highly public Pacility, offering may services, such as a lihrary, the accessible route elements scrving the primary function area can be quite extensive. When the primary function area is basically an empioyment area accessed exclusively by employees, the accessible route serving the azea may be extrcmcly limited. Any one building or facility may have several different primary function areae that have difl'en;nt and speeific uses. Un the lower level of the Wescott Library I woutd consider the renovarion and addiuon in the tech services room 148 to he an altcration of tt primary function azea because it is a primary area used by employees. in this casc I would luiut the accessible route provisions to the h:isic eIemenu needed by employees usiag diat area, e.g., accessibie route (corridor, elevator, exterior walkway, etc.) leading to the altered area; rrstroom(s) normally used by employees worldng in the altered azm and; possibIy the accessible rouce leading to the employcc lounge and meetiag room. Given the extent of this renovation, I would not consider the projection room 104 to serve the tech services roon,_ If the mecvng room 103 were being Huilding CoAas and 5tundards Aivisiun. 408 Metro Square Building, 121 7lh Placz Last, Se. Paul, MN 55101-2181 Voicc 612.296.3639: Fax: 612?97.1973;'I"1'Y: 1.300.627.3529 and dsk for 296.4639 - 612 297 1973 ' MN BIDG CODES & STDS Fax:612-297-1973 Mar 25 '97 8:29 P.02i02 altered, I would consider an accessible route to the projection room because it scrves the mecting room_ Door 143A Ieading from the conider to thc tech service roum must bc fuliy acccssible (from both the pash and pull side of the door) lxcause it is part of the accessible route leading to other work azeas. Building Codc Interpretation 96-17 states that the accessiUle routc: leading to work areas must meet acoessibi]iry requiremencs. However, the doorways leading to the work azens from the tech services room oniy nrxd to meet acceuibility requirements on the accessible route side of the doors. Por instancc, rooms 151-154 :ue work :uzas whicl, do not provide an accessible route through them to other work areas. Therefore, once inside those rooms accessibility requiremcnts do not apply based on Building Codc Interpretation 96-17. The logic bchind this interpretation is based on employment laws which requin; that employers make rcasonable accommodations to employees with disabilities. The assumption is that alterations may be required by the employcr which meet the specific needs of a particular employae. In regard to the allerauon of the main public level of the ]ibrary, I would conciude that restrooms 208 and 209 serve the primary £unctiun areas being altercd. They should thereforc be considered in the 20% acccssible route provision of UBC appendix section 1111.1.2. That does not necessarily mcan tliat the reshrooms must be upgraded however, as the addidons120% cost is a maximum and there is no prioritization as to which clementti wi8un the accessible route rank higher than another. The restrooms serve the primary function azea being altered and should be included as a possible item in the upgade of the ac:cessiblz rouie. Yuur letter dated Mazch 18, 1997 to N1S&R Arclutects indicates that you arc crediting the cost of altering the mezzvune restrooms to the 20% acccssible route requirement. 'I'hat seems roasonable however. I probably would have deducted the cost ftora the project cost in determining the 20% figure. This is hased on excepaon 4 to UBC appendix sec:tion 1111.1:2 which cscmpts alterations undertaken for the primary purpose of incrzasino au:essibility. I would also pre#zr to sce restxooms 208 and 209 upgraded as they aze prubably the most higlily used facilities. i hupe that these commenu are helpful. Pleasc contact me if you have addition:il questions. MESSAGE CONFIRMATION 03/18/97 09:17 ID=ERGRN ENG+COM DEU N0. MODE BOX GROUP 568 TX DRTEiTIME TIME DISTRNT STRTIDN ID PqGES RESULT ERROR PRGES S.CODE 03i18 09:15 02'13" 612 438 4405 006i006 OK 0000 city of eagan FAJC TRANSMITTAL • 3830 PILOY KNOS RD E,AGAN, MINNESOTA 58122 TO: FAX # g5~?4f "~yQr DATE 34.9 lr7 AITENTION CAd;~AO y/1o%E?z1S-- 71ME '9' m- COMPAIVY &AkDr.,o C.vrY Ao».w. # QF PAGES TO FOLLOW ~ FROM: JOE M. 1012EL S PNONE #~S ~dw 4683 REAS4N 3118 -F 7 Yhese are 6eing transmitted as checked below: For approval Far yaur use °C ~ryginals Porwarded ~ As requested For review wd tomments Originals nat forwarded For publicaCOn Nigh priority ream 004 Ac411 MESSAGE CONFIRMATION ' 03i21i97 10:20 ID=ERGRN ENG+COM DEU N0. MODE BOX GROUP 640 TX DRTEiTIME TIME DISTRNT STRTION ID PRGES RESULT ERROR PRGES S.CODE 03i21 19:19 01'12" 612 297 1973 004i004 OK 0000 - city of eagan FAX TRANSMITTAL asaa PiLoT KNOS RD EAGAN, MINNESOTA 55122 T0: FAX # Z1? 7' ItO73 DATE Z/ y ATTENTION euA-'r ko6 [~rt+c TIME -Ar.' COMPANY 5~~~ # OF PAGES TQ FpLLOW FRonn: JC7E M. 1/OEL S PHONE !l 681 • 46$3 RGASQN. ~r c1,cTre,,z NONE G~4LG 7N/J /~bitec(/V~i These are heing tranamittied as cheeked below: Far approval For your use Originals forwarded As requested For review and comments Originals nat farwarded Fcr publicatian Nigh priority. . MESSAGE CONFIRMATION . 03i18i97 09:21 ID=ERGAN ENG+COM DEU N0. MODE BOX GRDUP 569 TX DRTEiTIME TIME DISTRNT STATION ID PRGES RESULT ERROR PpGES S.CODE 03i18 09:18 02'40" 91 612 342 2216 006/006 OK 0000 city of eagan FAX TRANSM117/4L 3830 PILOTltNOB RD EAGAN, MINNESOTA 53122 ro- Fa,x # 3 • o,a-rE -7 ATTENTION r c c.~/ ~ ~S T1ME COMPANY # aF PAGES TO FOLLOW ~ FRonn: JQE M_ ?f~EL S PHONE # ss 7• 4653 REASON: Thesa are being transmitted as checlced 6elow: Far apprnval C>4~- Far yaur use Originais fotwarded y AS requested Fpr review and eomments Ongineis not farwarded For publicadon High priority ' city oF eagan THOMAS €GAN Mayor PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN March 18, 1997 THEODORE WACHTER Council Members THOMAS HEDGES CiN Administrator MR MIKE RICHGELS cirvi c e~kN OvEasEKE M S & R ARCHITECTS 119N02NDST MINNEAPOLIS MN 55401-1420 RE: WESCOTT LIBRARY ADDITION & RENOVATION 1340 WESCOTT RD LOT 014, BLOCK 26, SECTION 22 Deaz Mike: This letter is a follow-up to our telephone conversation of 3/12/97 (regarding your letter dated 3/10/97 and my letters dated 3/10/97 and 2/28/97) and is intended to be a brief synopsis of the issues at hand with this project. The issues, as I understand them, are as foliows: 1. 1-11OUR OCCUPANCY SEPARATION AT TAE BASE OF STAIR `A': We do not feel that your suggestion of a water curtain is a viable solution to this issue. We aze willing to accept smoke detectors installed throughout the lower level exit system with interconnection to smoke detectors or, at a m;nimum, alarm horns on the main level. 2. 20% RULE: We have reached a decision as to which porCions of the project aze included when calculating the "20% Rule" dollaz amount. We do concur that the mezzanine level bathrooms are being renovated only as an attempt to upgrade them to current accessibility code requirements (i.e. they aze not being relocated, expanded, demolished or, in some other way direcdy affected by the mezzanine or "primary function" work), and therefore, the cost to renovate the existing mezzanine batluooms should be credited to the "20% Rule" dollaz requirement. MUNICIPAI CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PIL07 KNOB RCAD iHE SYMBOL OF SiRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMnN PO WT EAGAN. MINNESOiA 56122-1897 EAGAN, MINNESOTA 55122 PHONE'. (672) 681-d600 PHONE(672) 681-4300 FAx: (612) 681-4612 Equal Opportunity/Affirmative Action Employer FAx: (612) 681-4360 iDD'. (612) 464-8535 iDD'. (612) 454-8535 We agree that Section 1111.1.2, second pazagraph's Exception #3, does indicate that when only work is being performed within a building on the listed elements, no accessibility issues must be addressed. But, we aze convinced that the intent of the code is for the cost of these elements to be included when they aze being performed as a part of the "azea of primary function". 3. ACCESSIBLE ROUTE: Clarification needs to be obtained from the State as to what is the "accessible route" and which of the existing bathrooms, etc. must be upgraded to current accessibility codes. For example, we really do not know how to approach the main level bathrooms. There is work occurring on the main level (new Rooms 203 and 204 being formed along with other miscellaneous work) and the question is, "Is this work area (especially the new rooms) to be considered its own `area of primary function' and, therefore, do the main level, or closest bathrooms, require upgrading to current code?" It will be interesting to get Curt Wiehle's opuuon on some of these issues (I am assuming that you have sent him plans as per our discussion). I should probably reiterate that the State has no jurisdiction over the City of Eagan, but we certainly respect their opinion, especially on accessibility code issues. 4. PLUMBING FIXTURE COUNTS: You indicated that it was your understanding I told Caza last July that the addition would not be required to meet Appendix Chapter 29 as to plumbing fixture count issues. I have absolutely no recollection of discussing this issue with Cara and apologize if there was a misunderstanding; however, Appendix Chapter 29 does applv to the addition and eaistin¢ buildine. Fixture calcs. will have to be performed for the addition (and the existing building if they have not already been done) and then compared to actual existing plumbing fixture counts to verify if they (existing fixtures) can serve the additional loading from the building expansion. 5. SAC DETERMINATION: A set of plans must be submitted to MC/WS as soon as possible for a SAC deternunation (see Item #4 for discussion). 6. MEZZANINE/STAIRWAY GUARDRAIL SYSTEM: From our conversarions, I azn assuming that the entire mezzan;ne/stairway guardrail system will be upgraded to current code requirements. We must deternune whether or not we will accept mezzanine level "partitions" placed such that they block access to any non- conforming guardrails. We will accept the partitions if they I) block access to, and/or upgrade the existing guardrails affected to current code standards; 2) the partitions are made a nermanent part of the guazdrail system; 3) a letter is supplied to the City from Dakota County promising that if, for any reason, any partitions affecting the guardrail system aze changed such that any portion of the guazdrail system is made non-conforming, immediate action will be taken to bring the affected guardrail area back into conformance. ' 7. REVI5ED SITE PLANS: After checking with Senior Planner, Mike Ridley, I can not approve Item #6 in your March 10 letter. Revised site plans must be submitted before any permits are issued. Planning staff cannot properly review your proposal without having accurate existing condition plans. (Please see attached Site Plan Review checklist). 8. FOOTING/FOITNDATION PERMIT: We cannot issue any permits for this project until substantial agreement has been reached on all issues involved. If we can reach agreement in writing, we may be able to issue a foundation/footing pernut only until revised documents aze submitted and approved. NO WORK MAY OCCUR IN REGARD TO THE BUILDING ADDITION UNTIL A FOOTING/FOUNDATION PERMIT IS OBTAINED BY THE CONTRACTOR. You requested that a supervisor become involved with the plan review process on the project and our Chief Building Official, Doug Reid, has assigned Senior Building Inspector, Bill Bruestle, to work with me on this project. If I can be of further assistance, feel free to contact me at 681-4683. Thank you. Sincerely, Joe M. Voels Construction Anatyst JV/js cc: Doug Reid, Cluef Building Official Mike Ridley, Senior Planner Bill Bruesde,SeniorInspector Building Inspectors/Fire Mazshal Lazry Norris, Dak. Cty. Admin. Ctr., 1590 W Hwy 55, Hastings, MN 55033 CITY OF EAGAN APPLICATION . ` REQUIREMENTS . SITE PLAN REVIEW SUBMITTAL CHECKLIST Application form Legai description of property PROJECT PLANS Set(s) of full size sheets (min. 1" = 100' scale; 22" x 34" or 24" x 36" sheet size) SITE LAYOUT - boundary iines of property with dimensions and area - adjacent and on-site streets (paved and right-of-way) - on-site easements - water bodies (streams, lakes, pond, marshes, weUands) - existing and proposed buildings and structures - minimum building setback lines - proposed buifdings and structures - parking areas (dimensions, setbacks, # spaces) - sidewalks/trails (location, width, surface materials) - signage (location, setbacks) - fence and retaining walls (location, height, materi8ls) - garbage and recyclabfe containers (location, size) - exterior air-conditioning, heating and eiecirical equipment (location and screening) - summary table of site data inGuding (total area/size, buiiding , coverage, total # parking stails, density (residential)) BUILDING PLANS/ELEVATIONS - elevation drawings of all existing (to remain) and proposed buildings and structures indicating exterior building materials, colors, maximum height above grade, exterior building lighting - signage (size, height, materials, colors, iilumination) - building floor plans for each story indicating gross and net leasable square footage and/or dwelling unit sizes and unit mixes - garbage and recycfable containers (height and materials) - rooftop equipment (type, location, height, screening) - underground parking pians with stali and drive aisles dimensions • CITY OF EAGAN APPLICATION REQUIREMENTS EXTERIOR LIGHTING PLAN . - free-standing and building mounted lightfixtures (location, height, luminaire specifications, area of iilumination including foot candle intensity at property edge) GRADING/DRAINAGE/EROSION CONTROL PLANS - existing (dashed) and proposed (solid) contours at 2' intervals to mean sea level datum, extending 100' beyond subject parcei - building footprints (existing and proposed) with pad elevations and unit type - ponds, wetlands, lakes, streams, marshes (NWL proposed elevation, OHWL proposed elevation, storage volume proposed, ' area drainage boundaries) - existing trees to remain - erosion/sediment control struCtures UTILITY 8 STREET PLAN - streets (names and width) - existing utilities (type, size, elevation, iocation) - proposed utilities (type, size, elevation, location) LANDSCAPE PLAN - basic site pian and grading information - location and identification of existing and proposed plants and/or man-made landscape elements - details of proposed planting beds and foundation plantings - delineation of both sodded and seeded areas - detaiis of fences, tie walls, planting boxes, retaining walls, berms and other landscape details - location of landscape islands with identification of plant materials - planting schedule indicating: common names, botanical names, size of plant materials, root specifications, quantitites and special planting instructions - irrigation plan (separate plan drawing; submit with final plans) 91 612 342 2216 02/05/97 08:58 FAR 91 612 342 2218 M S& R 0001/004 Transmittal Letter Meyer, Scherer & Rockcasde, Ltd. PrajecC WSSCOTr U6"RyProject No.: 4,?- 119 North Second Street Date: No. Pages: Mtnneapolis, Minnesota 55401-1420 612 375.0336 (T) 342.2216 (F) ~ FAX O Mail d Overnight O Other: To: G17`'/_ oF EA4&Aw1 Copy: e7'iF cou /FrrN~ oe voeLS ~ f.AY.R~/ NoR~s - aA1c 01 ? O From: MIK£ 9teliB`I"5 Co ies Date Descri tion Action ~-~i 47 ut~.o~A~o ~DE St>MO?A~ E A For informacion only p Sign and forward to 8 No actlon requlred E Hard copy of FAX materiai to follow C Sign and rewrn to sender F Other Remarks JOfi ' P4EA5~ TLEVIBW 14140 CaNAMENT- Ks in ive I ` 91 612 342 2216 02/05/97 08:58 FAX 81 812 542 2218 M S& R IM002/004 MS&R BUILDING CODE SUMMARY Dakota County Wescott Librazy Addition and Renovations 1340 Wescott Road, Eagan, Minnesota 55123 5 February 1997 Applicable Cades • Minnesota State Building Code • 1994 Edition, Uniform Building Code • Eagan Ciry Ordinances Occupancy Classificarions • A2.1, Assembly, [Jpper Level and Mezzanine • B Office, Lower Level Setbacks Fxictin Proposed Building: front (north) 310' no change side (wesc) 170' no change side (east) 245' no change rear(south) 110' 40' Parking: front (nonh) 20' no change side (east) 70' no change Aiowable Height: no change Bnildins Area Type II one hour Basic allowable acea for mixed occupancies A2.1 = ] 3>500 x SO% ~ 6,750 B = 18,000 x SD% = 9,000 6,750 + 9,000 = 15,750 sq. ft. Mul[i-story increase 15,750 x 2 = 31,504 sq. ft. Allowable area inerease foc separacion on all sides beyond 20' 20' Surplus x 5°/a = 100% increase 63,000 sG. ft. total allowable aLea F.qiml Opportunity Emplayer ' 91 612 342 2216 02/05/97 08:58 FA% 91 812 342 2218 M S& R Q 003/004 MS&R Proposed Building Area Upper Level (existing) = 25,705 Mezzanine (existing) = 2,330 Tntal Unper Level - 28,035 sq ft Lower Level (exiscing) = 19,745 Lower Level (addition) = 4,692 Lower Level fMezz ninel - 405 Total Lower I,evel = 24,842 sq. ft. Total Buildiag 5q. Fx. _ 52,877 sq. ft. Type of Constructioa Type TI one houc (Note: Building will be provided with sprinkler system throughout existing building and proposed addition.) • all exterior walls 2 hour • interior bearing walls 1 hour • structural frame 1 hour • par.titions (permanent) 1 hour • shaft enclosures 1 hour • floor assembly 1 hour • roof assembly 1 hour (no area or pccupancy sepazacion walls are required) Occupant Load Area FactQI Lbad Upper Level - Library 25,705 50 515 L]pper Level Mezzanine - Library 2330 50 47 Total Upper Level 28,035 sq. ft, 562 occupants Lower Leve) - Conference Rooms 1,824 15 122 - Staff Lounge 638 1S 43 - Storage 3,700 300 13 - Mechanical 2,935 300 10 - Office 5 S 100 158 7otal Lower Level 24,842 sq. ft. 346 occupants Total Building 52,877 sq. ft. 908 occupants Dakofa Gounry Wescatt Library - i196S2 BuiWirsg Code SHmmory S Fabnmry1997 Page 2 , " 91 612 342 2216 02/05/97 08:59 FAX 91 612 342 2218 M S& R 2004/004 MS&R Exit Requirements • Totaf exist width required 90$ z.2 = 182 inches = 15 lin. ft. • Total Eineal Eeet provided = 301in. Et. Lower Level 12 lin. ft. Upper Level 18 lin. ft. •'T'otal number of exits required ~ 3 Total provided = 9 • Number of exits from upper level mazzanine required 2,330 sq. ft. - 50 (Li6rary Tteading Room) = 47 occupants 1 exit required, 1 exiY proWided . Travel distance required: 150' (200' with sprinkler system) Plumbing Fixtures Existine Water Closets Urinals LavatorieS Drinking FountainA Mens 4 2 4 Womens G 4 Unisex 2 - 2 Totals 12 2 10 3 Proposed - no change (Toilet xooms on upper levei mezzanine to be updaced to comply with ADA Requirements.) Parking Existing Public 138 Staff 62 ed 4 7ota1 204 stalls Proposed - no change (Adding drive lane for new book drop) neApmjlwescoMdoc\rnisdbcadesu m.doc Dakoro Counry lGsrott 1,i6rasy -#9652 Building Godc Summary 5 February1997 Page 3 , ; ~ M S &R Meyey Scherex & Rockcastle, Ltd. Architec[ure, Interior Design and Urban Design 10 March 1997 it9 Norch znd Street Minneapolis MN 55401.14zo 61z 37S.o336 phone Mr. Joe Voe]s 61z 34a.11i6 fax City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Re: Wescott Library Addition and Renovation -#9652 Dear Jce: This letter is in response to your letter dated February 28, 1997, regarding several code issues that you found during your review of the plans. 1. Using the Sprinkler System to Substitute for One-Hour Construction We agree with your findings and the project will be constructed as drawn. Item 1-B in your letter addresses the issue of the lower level being required to be a basement or a first story. I don't know how the existing building was classified,' but with our new addition, the lower level perimeter walls are well over the 50% above grade rule in the definition of story, first under U.B.C. Chapter 2. Of the 710 linear feet of perimeter walls; only 264 linear feet aie covered by grade: From'now on this building'' ' should be considered a two-story fiuilding. ' - " 2. Occupancy Sepaiazations We acknowledge the fact that a one hour occupancy separation was required when the building was first built, between the A2.1 and B-2 occupancies. In our case, that occupancy separation occurs between the upper and lower levels of the building. All new penetrations or any existing penetrations through the floor that are affected by the renovation will be properly firestopped and fire dampered to the one hour required rating. The requirement to enclose the lower level existing Stair "A" is another matter. First of all, we do not have any renovation of the existing building near this area. The renovation of this level is confined to two areas. One is a 3,950 square foot area in the south/east corner of the existing 6uilding (south of Corridor 130 and east of Grid Line 9) and adjacent to the new addition. The only other area is adding a 5'-0" long wall with a door across the deleted Stair "B" opening. Secondly, adding an enclosure creates other code violations. The distance from the first stair riser to the adjacent wall (which would be extended to create the enclosure) is only 30". This is not enough for a stair landing. To extend the enclosure into the Lobby creates accessibility violauons to the restrooms, drinking fountain and elevator.' In the spirit of trying to make the existirig buildi'ng safer than before; we propose a"water curtain" be installed as a part of the'new'sprinkler system being installed throughout the building, across the 5'-0" wide opening. This'may not meet all the requirements of a one hour rating, but it is better than the current ' condition. Equal Opportunity Employer ~ M S 8z R • 3. Main Level Mezzanine The area calculations and drawing showing dimensions were delivered to you March 6, 1997. Please review these updated drawings dated 3-6-97. 4. Lower Level Exiting Corridor We acknowledge and will respect the fire rated requirements for this corridor system in the future. Currently, only new doors 102 and 148A are affected. Both of these doors meet the rating requirements. 5. Lower and Upper Level Exiting Diagrams Exiting diagrams for the upper level, including the Mezzanine, and lower level were delivered to you March 6, 1997. 6. Revised Site Plans We propose that the site and grading plans be updated, showing all new and current site conditions after construction is complete to give you the most up-to-date conditions possible. The plans you currently have in your possession show the proposed changes to the site. 7. Add Reference Grids All three floor plans have been updated (Sheets A1.1, A1.2 and A1.3) and reissued to you on 3-6-97. 8. Accessibility Within Eaeisting Building Areas In your letter you stated "basically all portions of an existing building are retroactively required to be made accessible when laree scale remodeling projects are undertaken" (emphasis added). Further on, you stated "as this project includes work throughout the existing building, all areas of the existing building are affected." First, I don't know how you are defining "large scale". In our case, only 9,600 square feet of area is being altered in an existing building of 47,800 square feet; this is only 20%, far short of being a majority of the building. You can verify this by comparing the demolition plans to our new floor plans. Secondly, I can't find anything in the code that states all portions of an existing building are retroactively required to be made accessible. In U.B.C. Appendix Chapter 11, Section 1111 - Alterations, Article 1111.1.2 - Existing Elements, Paragraph 2 states "When an alteration is to an area of primary function, the accessible route to the altered area shall be made accessible" (emphasis added). Only the accessi6le route is required to be altered, which includes toilet facilities. The code does not state that all portions of a building are affected. You also stated in your letter "the 20% Rule requires that an additional dollar amount equal to 20% of the cost to do work within the area of primary function be made available to upgrade other areas of the 6uilding" (emphasis added). The 20% Rule is the first of four exceptions to Paragraph 2 mentioned above. It states, "the costs of providing the accessible route need not exceed 20 percent of the costs of the alterations affecting the area of primary function." In response to this, the primary function of this building is a library, and from the street surrounding the property, this is how the building is identified. The library portion of this building is on the main level and mezzanine. The Wescott Library -#9652 10 March 1997 Page 2 . . ~ M S 8z R lower level is office, or the "support function" to the library. This project has no,F altered these functions or occupancies in any way. The 20% Rule deals with costs incurred in alterations to the accessible route within the primary function only. The code does not state that 20% of the total construction costs of a project be available to upgrade other areas of the building, as you stated in your letter and at our meeting on February 27, 1997 (refer to the previous paragraph). You also implied that the accessibility alterations that are already included in our project could not be used in calculating the 20%. I find it hard to believe that the intent of the code would add 20% on top of upgrades that are already a part of a project, nor can I find any passages in the code supporting that. In the U.B.C., Article 111.1.2, "Existing Elements" states, "If existing elements, spaces, essential feamres or common areas are altered, each such altered element, space, feature or area shall comply with the applicable provisions in Part I of this chapter." The only exception to this paragraph states, "Accessible means of egress required by Section 11.04 need nnt be nrovided in zlteraticns of existing buildir.gs and facilities." These passages do not mention areas of "primary function" or "accessible routes", therefore, I believe this does apply to all portions of existing buildings. In our case you stated that interior ramps, all restrooms, Projection Room #104, Garage #136, and all doors are affected. These spaces are not currently being altered, therefore, it is our opinion that they are not required to be upgraded with the exception of possibly adding power-assisted doors at the main level toilet rooms. Any existing doors that are altered or new doors will be upgraded with the 12"/18" Rule (see ADA Chapter 4.13.6). The accessibility related upgrades to the Wescott project include, but are not limited to, the following: • a new curb cut • accessible exterior and interior bookdrops • check-in and check-out counters • power-assisted main entry doors • upgraded elevator , • a complete renovation of the men's and women's restrooms on the mezzanine level, which includes power-assisted doors • upgrade fire alarm system • signage It has always been the owner's and our intention to comply with the accessibility code. We fully understand the importance of this issue, especially when dealing with public buildings. We believe our office has made a serious effort at making the renovated areas comply in conformance with the code. Please call me with questions or comments regarding this issue. Sincerely, -~e~ Mike Richgels cc: Larry Norris; Dakota County General 5ervices e:\peojecdwescotddoc4niscU030797.doc Wescott Library -#9652 10 March 1997 Page 3 Transmittal Letter Meyer, Scherer & Rockcasde, Ltd. Project: W EScO~ ~ISEnn Project No.: R65Z 119 North Second Street Date: 3-C0-9"7 No. Pages: Minneapolis, Minnesota 55401-1420 612 375.0336 (n 342.2216 (F) O FAX ? Mail OOvernight ;B(Other:.MESS. To: G!T eF GA4AK1 Copy: PzTTrJ' oE UoFMS OO O From: MME R,cNGELS Co ies Date Descri tion Action Eq- 340 97 REt55uE0 -LcoR Pt.~+NS ~.I A~.2 A?. EA 3-6-9 7 ExITt1CES O1146RqN'1S I.1 1,2 41,3 A For information only D Sign and forward to B No action required E Hard copy of FAX material to follow C Sign and return to sender F Other Remarks OE : THE SOUE PLA S 2E BES.EbNC-E-T° -7 ~oV1Z C.E~T'ER DA'rED 2 Z8-9'1 ~ 1TEM5' No. 3 4_ RND'7 - lf ' RESPoN~ES TD Vo~R. OTNER- LT8M5 WILL FaLLOYJ l t Vou NAUE ANY Q 0 E57100 S PLE'ASE GJ4t-l.- R- S A P THANKS M u~E ' city oF eagcln THOMASEGAN Moyor PATRICIA AWADA 8EA BLOM6IUIST SANDRA A. MASIN March 10, 1997 THEODORE WACHTER Council Members THOMAS HEDGES City Administrator MR MIKE RICHGELS City C e kN OVERBEKE M S & R ARCHITECTS 119N02NDST MINNEAPOLIS MN 55401-1420 RE: WESCOTT LIBRARY ADDITION & RENOVATION 1340 WESCOTT RD LOT 014, BLOCK 26, SECTION 22 Deaz Mike: This letter is a follow-up to our telephone conversation of March 6 wherein we discussed three issues with the library remodeling that need to be addressed. With the start of renovation work in this building, our field inspectors are getting the opportunity to review the existing conditions and/or concealed elements of the existing structure. Subsequent to this, and as is to be expected during renovation projects, issues not addressed with the original (pre-construction) project documents are going to arise. Following aze the first three such issues. All code and/or section references are to the 1994 Uniform Building Code (UBC) unless noted otherwise. 1. In the basement level mens' bathroom, there is a diaper deck fold down changing table that may be mounted within the required cleaz floor space for the urinal. Please verify and relocate, if necessary (likewise for ail other bathrooms). CABO/ANSI A117.1-1992 Section 4.193. 2. All concealed wood within the existing building ceiling/roof assemblies (and floor/ceiling, if applicable) that is removed and/or dismantled in any way must be replaced with fire-retardant treated wood. Although this does not meet the letter of current code, we feel it is a fair upgrade for the existing, non-conforming condition that facilitates reconstruction of existing elements. We do not feel the existing non- conforming concealed wood furring constitutes enough of a fire load risk to justify requiring its removal and replacement with steel stud furring strips (to meet current MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILIN 3830 PiIOT KNOB ROAD THE SVMBOL OF STRENGiH AND GROWTH IN OUR COMMUNITV 3501 COACHMAN POiNT EAGAN. MINNESOTA 55122-1897 EAGAN. MINNESOtA 55122 PHONE: (612) 681-4600 PHONE: (612) 581 .4300 FAx: (612) 681-4612 Equal Opportunity/Affirmotive Action Empioyer FAx: (612) 681-4360 fDD: (612) 454-8535 TDD. (612) a54-8535 and existing code and the time of their original installation). Sections 104.2.8, 603.1, and 3403. 3. The entire existing guardrail system of the main level mezzanine and the stairway from the main level mezzanine to the basement must he upgraded to a condition such that a 4" diameter sphere cannot pass through any part of it (including the space beiween the ends of the mezzanine guardrails and the mezzanine "1/2 high" wa11s). The stairway handrail may remain at its current height. We aze willing to allow this because the top most pipe of the stairway's guardrail is gripable and falls within current handrail height requirements. Mike, we do not feel we aze contradicting our eazlier letter of February 28, 1997 stating, in part, "...our department has always had a policy of not requiring exisUng building components that aze not involved in any building alterations to be tom apart, dismantled, removed, etc, to verify, and/or upgrade to either eacisting code requirements and/or code requirements in place at the time the component was installed...: I would like to stress several comments I made in that letter which clearly state our intent as to when existing, non-conforming elements within a building will require upgrading to current code during a renovation project, such as: A. "...existing building components that aze not involved in any building alterations...." B. "There will not be any requirement to upgrade existing... as long as absolutelv no work is occuirine in these azeas." C. "All new and/or existin penetrations, with additional items passing through, must be properly fire-stopped..." (i.e. brought up to existing code). D. "With the addition and the amount of work occurring in the existing lower level, Stairwell "A" is iust too lazize of a breach in the required one-hour occupancy sepazation to ignore." As can be ascertained from the above reiteration of my eazlier comments, it is not our intent to try and "nit pick" every minor item within an eacisting building that may not meet the "letter" of cutrent code when renovation work occurs. Defining what encompasses an "azea of work" is really relative to what code provision is being addressed. For example, fire dampers, or fire-stopping, are very limited in scope and their impact azeas would be very well defined. Another example would be an existing corridor that is not to be changed in any way. Work may be limited to office space within a tenant azea that the corridor serves and, therefore, the existing corridor is not within the scope of work or azea. But, in the event the ofFice area served by the above mentioned corridor is increased such that the existing corridor would now have an increased occupant load emptying into it such that iu use was now changed, it would cleazly be a requirement that any upgrades be implemented even though the corridor may not have originally been thought to be within the area of the work (i.e. the change in occupant load changed the use of the corridor and, therefore, expanded the original azea of the work to include the existing corridor). It is very evident that with the removal of one set of the stairs serving the main level mezzanine, renovation of the rooms at both ends of this mezzanine, a change in the type of activity/use occmring within the main mezzanine azea itself etc., that the existing mezzanine and stairway guardrail systems aze cleazly within the scope of work "azea" and must be upgraded. Also, several of the librarians have expressed concem that children have, or haue attempted to, crawl through the existing guardrail system. We are confident that Dakota County Library's management would not wish to sufFer the heartache of having a child be injured, or worse, when upgrading to current guardrail code requirements will lower this risk. Sec6ons 102 and 509 and Chapter 34. Please submit revised plans incorporating the above. If I can be of further assistance, feel free to contact me at 681-4683. 1'hank you. Sincerely, dL• v~ Joe Voels Construction Analyst JV/js cc: Doug Reid, Chief Building Official Building Inspectors/Fire Mazshal Larry Norris, Dak. Cty. Admin. Ctr., 1590 W Hwy 55, Hastings, MN 55033 MESSAGE CONFIRMATION 03i11i97 08:46 ID=ERGRN ENG+COM DEU N0. MODE BOX GROUP 469 TX DATEiTIME TIME DISTRNT STATION ID PRGES RESULT ERROR PAGES S.CODE 03i11 08:44 01'52" 91 612 342 2216 004i004 0K 0000 , ci#y of eagan FAX TRANSMITTAL 3830 P1LOT KNOB RD EAGAN, MINNESOTA 55122 TO: FAX # 3 y2 ' G Z/lo DATE 31rl/f- 7 ATTENTiQN Xrxt /~iGi/! sGf TIME W-m ' COMPANY Or•S. ~i~• # QF PAGES TO FOLLOW 3 FROM: Gow MEQO PHONE # comments: C/s-rrr~v- b4r-ca These are being transmitted as checked beiow: For appravaf For your use ~ originals fatwarded ( VdA INAI C>4~ As requested cb,</ Far review and comments Originals not farwarded For publiCation High priortty MESSAGE CONFIRMATION 03i11i97 08:38 ID=ERGRN ENG+COM DEU N0. MODE HOX GROUP 470 TX DATEiTIME TIME DISTRNT STRTION ID PRGES RESULT ERROR PRGES S.CODE 03i11 08:36 01'36" 612 438 4405 004/004 OK 0000 city af eagan FAX TRANSMtTTAL 3830 PILar xHOS RD EAGAN, MINNESOTA 55122 T0: FAX # yyS - aATE 3,/11 ~9 7 A77E1VT1dP{ 4A!3Y 1~~2rs T1ME COMPAIYY ~~4/~oT.~ C~vrY Aesaav. # OF PAGES TO FOLLQW 3 FROM: JDG ovo VOEQcS PMOME # fAFI ° 4W* Comments: Gsrrs&-- /)ASzb 3 //°/s 7 These are being transmitted as checked beiaw: For approval For your use ~ Ori9inals torwarded ~ As requested ~ For review and Comments Originais not tarwarded For publicatEon High priority ~ 91 612 342 2216 , 02/28/87 11:39 FA% 91 812 342 2218 M S& R Z001/003 Transmittal Letter Meyer, Scherer & Rockcastle, Ltd. Project ESCnT l LIB . Project No.:.(?as?- I 19 North Second Sueet Date: 2-2 -9'7 No. Pages: 3 Minneapolis, Minnesota 55401-1420 612 375.0336 ('f) 342.2216 (F) ;<FAX O Mail D Overnight ? Other: To: C ITy OF EAGAiJ Copy: Artt~: ~ uQELS ~R~Y A1oRRJ5 - OINwTP co~Nry AOro~n1. $I ppvE MEIS~NUEIZ ^ M~iS1lufnElC toNSTR. 0 From: MIKE R14&ELS Co ies Date Descri tion Action J Z-~A o" L3 PR C CpLCJL.lL'I~aN FoR Xe9T/NCy EzZRN~ ~ For in4ormation only D Sign and forward w No aciion required E Hard copy of FAX materlal co follow C Sign and return to sender F Other Remarks Ll E ' SoXU 76 PI E.GIE TkES~ 4RAWINfa5 TOGET'NEP. r-0e )JooQ V-evieW P, FiER nu Woey- Is caMPi..etE oN uP0477N6 eo o¢aWiN~s I n) R, gN roc.E ro veuE P rJ eeO?erJ i.JE LL E IS uC LL. l L ooe5naMS 4t E C LL C-ASq- 315 DiLt T O~AG -]-N e.~v S - TA IIL . 91 612 342 2216 . 02!28/87 11:40 FAX 91 612 342 2218 M S& R 10002/003 . Zz -o 22 o T B - - i - - I I i I I I 4 1 tV N REPAN AND INFlU. 'NAIt O LOCA110N OF FORMER STAIR RPAT~OSMATW AOJ. STAIR ZZ~ d" SU X ~5410 " 1>~ I~ NEY/ STL. RPE NAIWHG FO Y yATpl E)OSIING C aos TVT IT16 I 3 A5.1 o ~ 45 I i~? ~`t 93Q6 ~ Rp~1~U ti y1R~ ~ r oRINb cr D - ,a, 13D41 9'-6" ~ T EY t5TlNG S'rpEL RRil-IP6 RBoVE I =Cd' Tr«.tC 2289 ~ wAc LA. 50~-o WPAW D ~ O. CTOK 4<v O6LupnwT Nd"I'E :'T}H9 SQu RTtE Foo7'A05 / INC-wOES RES7ReeMS~ F1."A10 ~ •I/~ ~ I M6Cl1, SHRFT 5?aR. RnoMS I WHLeN AR6 pI ASSEM64y E ~ nawvnnx~e~i _ _ - v I ~ I WF-scorr I LIBF%ARY- MEZZANINE (u ~ 91 612 342 2216 62/28/87 11:40 FA% 91 612 342 2218 M S& R Z003/003 22'_0• 22•_0• 22•_0• I I I I I I MN TO BP1.0 Powut ooan AcmATOrss. SEE EIECMICAL RFIOCAlEO E1EC7RIC MAND ORVER. SEE S ~ ? ~ DN sLccmicrL. ~ 32. `.^1 Q. ~ _ - ~ ~ MIA 0- O xZo~r°a 15' 42• 18 LZ~-o , 'q'r? 1 ~ ~ rn. an sU oFV.noNs, I zz! e• ELccmicAL s 8~ ~ = I 7Z MECHANIGL FOR NEW Fl%NRES k ACCESSORIEA s X 14 L011 REPAIR k VATCH O SURFACES EFfEC BY OEMO. k NEW 11 1'WS IR1477 H i0 4A/di EMS71MIll j ~ ~ ~ WOMEN ~zto. - - - - - - 32' 4'-10" ILj ~ ~~7WGy 9 STMI. QAtL.iNCs oawy sooFT 'EN 70 6fi.0 EWE OF + 123 FIF~R 5~g + 308 } r} 91 r 494 t 451 r 349 Z'j,9q 5~•FT tr- t~E~lEL Oc-GUPArJT GAt.t.aAT?o,*~,3 2-7-e-47 1 1 1 ~ MS&R BUILDING CODE SUMMARY Dakota County Wescott Library Addition and Renovations 1340 Wescott Road, Eagan, Minnesota 55123 5 February 1997 Applicable Codes • Minnesota State Building Code • 1994 Edition, Uniform Building Code • Eagan City Ordinances Occupancy Classifications ~-'-'7 • A2.1, ssemuty, Upper Level and Mezzanine • B Office, L wer Level ~ ~~ffsSr 72..1a3?~ 4 ~ Setbacks Facistine Proposed Building: front (north) 310' no change side (west) 170' no change side (east) 245' no change rear(south) 110' 40' Parking: front (north) 20' no change side (east) 70' no change Allowable Height: no change Building Area Type II one hour Basic allowable area for mixed occupancies A2.1 = 13,500 x 50% - 6,750 B = 18,000 x 50% = 9,000 6,750 + 9,000 = 15,750 sq. ft. Multi-story increase 15,750 x 2 = 31,500 sq. ft. Allowable area increase for separation on all sides beyond ~ 0' 20' surplus x 5% = 100% increase , ti4 0~4 63,000 sq. ft. rotal allowable area A° V J` yb titi 0 PV Egua! Opportunity Employer N ~ MS&R Proposed Building Area Upper I,evel (existing) = 25,705 Y~ (ol Mezzanine (existing) = 2,330 I , Total Upper Level = 28~035 sq. ft. ~ q~~2 2 Lower Level (existing) = 19,745 Lower Level (addition) = 4,692 Z,,~ `G r p ss Lower Level (Mezzanine) = 405~--,~~- Total Lower Level 24842 s C 14 Total Building Sq. Ft. = 52,877 sq. ft. Type of Construcrion Type II one hour (Note: Building will be provided with sprinkler system throughout existing building and proposed addition.) • all exterior walls 1 hour • interior bearing walls 1 hour • structural frame 1 hour • partitions (permanent) 1 hour • shaftenclosures 1 hour • floor assembly 1 hour • roof assembly 1 hour (no area or occupancy separation walls are required) Occugant Load Area Factor Load Upper Level - Library 25,705 50 515 Upner Level Mezzanine - Library 2,330 SQ 47 Total Upper Level 28,035 sq. ft. 562 occupants Lower Level - Canference Rooms 1,824 15 122 - Staff Lounge 638 15 43 - Storage 3,700 300 13 - Mechanical 2,935 300 10 - Office 15,745 100 158 Total Lower Level 24,842 sq. ft. 346 occupants Total Building 52,877 sq. ft. 908 occupants Dakota County Wescon Library -#9652 Burlding Cade Summary 5 Febmary 1997 Page 2 ~ MS&R Exit Requirements • Total exist width required 908 x.2 = 182 inches = 15 lin. ft. • Total lineal feet provided = 30 lin. ft. Lower Level 12 lin. ft. Upper Level 18 lin. ft. • Total number of exits required = 3 Total provided = 9 • Number of exits from upper level mezzanine required 2,330 sq. h. = 50 (Library Reading Room) = 47 occupants 1 ezcit required, 1 exit ptovided • Travel distance required: 150' (200' with sprinkler system) Plumbing Fixtures Existine Water Closets Urinals Lavatories Drinking Fountains Mens 4 2 4 Womens 6 4 Unisex 2 2 Totals 12 2 10 3 Proposed - no change (Toilet rooms on upper level mezzanine to be updated to comply with ADA Requirements.) Pazking Existing Public 138 5taff 62 Handicagped 4 Total 204 stalls Proposed - no change (Adding drive lane for new book drop) net\projlwescott\doc\niscl6codesum.doc Dakota County Wescott Library -#9652 Building Code Summury 5 February 1997 Page 3 MS&R Meyer, Scherer & Rockcastle, Ltd. 119 North Second Street Minneapolis, Minnesota 55401-1420 (T) 612-375-0336 (F) 342-2216 Memorandum 05 March 1997 To: Meeting Attendees From: Mike Richgels Project: Wescott Library - #9652 Re: Meeting Minutes of 04 March 1997, Sprinkler Design Present: Scott Daggett; Dakota County Administration Kevin Olsen, Dan M.; Olsen Fire Protection David Meisinger; Meisinger Construction Dale Wegleitner; City of Eagan, Fire Marshal 1. Concealed Space Above Exterior Soffits Field verification of the soffit construction shows that non-combustible materials were used in the framing of these soffits, therefore a sprinkler system (dry or wet) is not required within these spaces. 2. Drv Sprinkler System Due to Item #1 above and field verification of other concealed spaces (ceiling plenums) being heated, the dry sprinkler system can be omitted in its entirety. 3. Mezzanine Ceiling Framing Field verification of the sloped and flat wood ceilings above the mezzanine indicate 2 x 2 wood furring strips as a part of the ceiling framing system. These 2 x 2's are in the concealed space above the ceiling. The question was raised whether or not these combustibles would require that a sprinkler system be installed within the concealed plenum space. Dale Wegleitner (the Eagan Fire Marshal) said it would not be xequired. 4. Main Level Wood CeilingZSoffit under Mezzanine Fieid verification of this area indicates the same 2 x 2 framing as mentioned in Item #3 above, however the vertical walls of this soffit are framed with combustible framing. Because of this framing, Dale is requiring that this concealed space be sprinklered. Note: All other wood soffits with vertical surfaces on the Main Level have been framed with non-combustible framing and will not be required to be sprinklered within those concealed spaces. Equal Opportunity Emp(oyer t ' . . • S. Dale mentioned that the building currently does not have a fire department key box. This will be required at the front entry (main level) adjacent to the "curtain wall" (east end). These observations and comments represent our understanding of naatters discussed and conclusions reached during our meeting. Please review and advise us of any concerns or different understandings you may bave. I assume this memo to be substantially correct unless notified otherwise in writing within ten (10) days. cc: Larry Norris; Dakota County Administration Jim Art; Ericksen, Ellison 8C Associates Scott Futrell; Futrell Fire Consult & Design e:\proj ecdwescottldoc\ninuteslmm 030497. doc Wescott Library -#9652 Meeting Minutes of 04 MarcS 1997 Page 2 \ . \ Now . _ . _ . . DAKOTA COUNTY NAME / DESCRIPTION ANO DELINQUENT TAX RECORD OA11CEL IOENTIFICATION 90100L W ?1~0?i11TY GNCPII!TION JUDOMa IQT FLAT l0T BLK SUBDIWSION: p8~q? S ~ Y[AE 6 1 6 Section 22 Twn 2 R ge 3 'pq76- TpqNBF6t/ LAST ORANTEE NE 1/4 of NW 1/4 of 1 4 . ~ TRANOW O1CW00 22 27 23 5•U~T TO -~A,~CEC ~7 ~f~~ Ca i/ kl,,y Ad+ P ^ , r . , •;s ; . ~ 9 _ _ , . , . . , _ . - - ~ . . f ~3..«=-r. , . • - . , . . , . . , . . . ~ v..s~r-y . . . . ~ , 5 . ,y . _ , , . r . . . . . , . t . . : . . ~ ^ . ~ . .a ~ . : . . . . . . ,iF, . .:a: . . dJiall . ~ p O z2o 0 ot ~ Z(a , HAYES CONTRACTORS, Inc. , 1010 Currie Avenue • Minneapolis, Minnesota 55403 • Phone: 16121 335-9501 ~ 31111111 HAYES 11013. ~ Divlsions: LAMB PLUMBING AND HEATING O'BHIEN SHEET METAL HAVES INSULATION METROSEWER & WATER SUNRISE FIRE PROTECTION KVALSTEN ELECTRIC TO 612ep 10w,J DATE JOB N0n. &7Z 7 TITLEIIUoTieou~,'IvLi 2z2!( ATTN. YOUR FILE YOUR P.O. TRANSMITTED HEREWITH~ UNDER SEPARATE COVER No. Copies ? Preliminary Drawing ? For Your Approval ? Approved ? Approved Shop Drawings ? Shop Drawing ? For Resubmittal ? Not Approved ? For Your Files ? Revised Drawings ? Revised For Approval ? Resu6mit ? For Distribution ? Additional Drawings ? Approved As Noted ? Return CopY For Our File 0 Per Request ? Approved Drawings ? Literature, - ? TestCertificate ? For Construction ? Acceptancelnspection ? ? ~ ? ? ~ ? No. of Copies DrawingorSheet Na Oamd Description f 2 .d. S'3 /L B Remarks NOTICE TO OW NERS REPRESENTATI VE: Enclosed plans show actual piping arran9ement. Elevations ere denoted on the plans, also locetions from walls, columns, etc. Your immediate review is requested. if yau ptan any new addiiions, equi9ment or cfiarges in sioraqe arKl fiandling or if conflict exists with other trsdes, please contact the writer immediataly. Plans have been su6mitted to the Approving Insurance Authority, and upon receipt of all approvals, Plans will he released for pre-fabrication. IN OROEF TO GI VE VOU THE BEST POSSIBLE SEftVICE, NO RESPONSE BY WILL INDICATE YOUR ACCEPTANCE ANO UPON RECEIPT OF INSURANCE APPROVALS MATEftIAL WILL BE PRE-FABRICATED. Please return Copies to this offiCe bearing your stamp of approval or comments. Copies To Release for Shipment: At once Will notify Other fDate 1 Identify Equipment Location as Tag Equipment as Delivery to Construction Site in following: OpenBed HydraulicTailgate Flatbed di 1T~ ~ Division L TRANSMITTALFORM ~ ey ~ HOiJSE HcR'fIFdG iESl RECORD - , ADDRESS ~ _APT._FLOOR CITY SUBURB~ ' OCCUPAN7 Aod"Pr C<; L[ ~:s+ . ~ . _OWNER . • ' , kiEAT LOSS DATE HTG. 145T. • ~ SOID BY ~ ~ INSTALLED BY • ~ ~ ~ Elecfrical Work ( r . , Y Gas Lins By IWo , CO1'-4r Q?S I I.. • ~ TYPE OF HEAT GA _ FA _HW _STEAM _SPACE HTR. _UNI HTR. -OTHER ~ ~ . . . ~ . QAS DESIGN CONVERSION ~ MAKE S L i+ri/Fi~j Gf-~'.N XV MAKE Of BURNER•. . , ~ Modal G G- 3-7S Model - Ssrial A Max. BTU Ratiny INPUT CY+ /3`rw fl+e MAKE OF FURNACE ~ • ~ ' ~ ~ . " Model ' ~ ~ . . 'I . • CONTROLS ~ THERMOSTAT Haot Plug Vant Sizs ~ • . ~ Valvs ~+r'~ VY+Z'~~'A- ~?KIND DF LINER SIZE NONE ~ ~ ~i - Limif L,.,- Drah Hood Reqularor ~ Limit Settiny Filfers Size Numbar 4, , Fcn Setting Chimnsy LoeaHon Insids Outsida Pilot TyPe Chimney Conatruction ~ . ~ • ~ ' • Pilot Moks ~ ? . , . Pilot Model $moke Bom6 Wiring , • . Pilot Tlming Droft Test Taq . - _ • L.W. Cut Off ry Dow Preszurs Liqhtinq Inat. . ' ~ ' • . ' Pressun WC/~ ParcantC02 Do}eTaatsd - Inpuf CFH ~ ~7 Pereent 0 ~•i 7~ Company 2 ~ ~ , • S1ack Temp. Parcent CO Name of T~aror ~ 1`~++-Q ( ' ~ • Fwm 235 • _ . . . - ' : . . ~ • . . • . ' 4 . . , ~ ~ ~ ~ . ~ . . _ . ~ ' ~ . , . - . , . . • . . ' . ' . . _ . , ~ . ~ ~ . . . . ~ - • ~ . . ~ ~ . . . i . . , . • ~ . . . . . ~ . , . . • . . . , • " i ~ ~ . . . ~ • i_ , ~ . ' . . " . . , . ~ . ov ~ ^ . , . . . _ - . . . . • , . . . ' ' . ~ • ' ~ , . ' ~ ' • . . . . ~ . ' ' . . `T r' • ' ~ ~ ' a~ ~ ' • t. . ~ • ~ ~ ~ ~ ~ Q NOUSE HEATiNG TESI' RECORD ' ADDRE55 APT._FLOOR CITY SUBURB w'`Y""'f , OCCUPANT ~ l~~ OWNER !)i~YtF+ c., L. ' . HEAT LO55 DATE HTG. INST. . . SOLD BY Id.~~/?~ r'. `T 1 INSTALLEU BY 42'~ q'•'?r+'~~'" ' ' ' Elecirical Work By Gas Lina By . i TYPE OF HEAT GA _ FA _HW _STEAM _SPACE HTR. _UNIT MTR. _OTHER ~ . . . C/ GAS DESIGN CONVERSION • ' ~ MAKE P7d/d 6 4-1 MAKE OF BURNER ~ 0 Model ~ ' 3~ ~ Model~ . • ' ' • , ~ ~ . Ssrial ~h`j ~ ~1 tw- Max. BTU Rating ~ - . . . INPUT _5 -7 /31 li/IA14? MAKE OF FURNACE Model ~ • . ~ . . CONTROLS ' ' THERMOSTAT Heot Pluy Vent $ize , . . . ' Va1vs 00 id D KIND OF LINER ~ SIZE NONE 1/U CL fi Dmff Hood Reyularar . • . ' , Limil Settin9 Filtera Siza Num6er , t ~ FO^ SOtt'^9 Chlmnay Locafion Incide Oufside ' . - . ~ , Pilot TYPs Chimney Constructton I . . ' • Pilot Maks ~ Pilot Model Smoka Bomb Wirin9 , ~ . Pilot Tlmin9 Draft Tsst Tap ~ - ~ . L.W. Cut Off • Door Pressura Liyhtiny Inst. ~ . ~ /1' . Prossure w C percan}C02!a, 5 Dats Testsd r~ 3~ p3 InputCFH 372 Psrnnt 0 2 p, c ~ Company Testing Sfack T*mp. t3dcC Parcent CO 116-V Nams of Tesror . , ~ Pwm 235 • . ; . . ,.4 . ' ~ . . . - . . . . ,ij . 1 . . ~ , ' . . . J~ - ~ . ~ - . ' , • . ' ~ . ~ . . . . . . . . . i ~ . . ~ . . ' ' . . , ~ - . . ' 1 . . . . . . , ` ; ' . ~ . ~ _ . . ~ ~ . . . . , ' . ` . . . . ~ . . T . . ~ . ~ ' ~ '.i ' . ' ' . . , ' . • r ~ . l ' ' . . . ' ~ . ' , r__ ' ' . . • . r~ , ' ' • . , . f 4{IUSE HEra'fING iEST r2ECOiZD - • ADDRESS_. -APT.--FLOOR--CITY SUBURB~~G'~f? ~ . ~ OCCUPANT OWNER ' HEAT LOSS r~ DATE HTG. INST. ' . SOLD BY -{3 ^ INSTALLED BY~~~ Electrical Work By as line By G TYPE OF HEAT GA -FA _HW LSTEAM-_SPACE NTR. -UNIT HTR. -OTHER GAS DE i N , CONVERSION ' . ' . • 6,"y MAKESy? G~ N G if' X_MAKE OF BURNER _ . . , ' Modal G G _7{ Model - ' Seriol Max. 8TU Ratinp INPUT t"nu MAKE OF FURNACE ' . . , . ' „ Model _ • • . • CONTROLS THERMOSTAT Heat Plug Vene Si:a - . , yalva . " KIND OF LINER - SIZE NONE . . ' ! I40 /S !~p/y ~ Draft Haod _ Repulaior , ~ Limft • " ~ . . • . . Limit SeMinq Fillsr• S{ze Number 4~ Fon Sertiny Chimney Locatlon Insida Ouesids . . . ~ . + Pilot Type Chimney Cortstrocfion . . . ' . ~ ' Pilor Maks . : Pilot Modal Smoks Bomb w~~i~Y , ' . ; Pibt Timinq Draft - Test Top . W. ' • L.W. Cue Off Door Pressure LI9Arin9 Ind. d : Oate Teated . ! Pressuro Perc.nt C02 ' . • 1 Inpuf CFHPsrcenf 02 R Q Compony Tsttloy - • ' Smek Tamp. ` Petnnt CO N°" of Tssror r Fwm 735 . ' ' " ~s • . . . . , . , , . . . , . . . . _ . ° . , . . ; . ~ . . . . . s_r . . . ~ _ ~ , . . . . . • ~ , : . . , , . . . . . , . • - , . , . ~ : , . . . i~ . - . . . . . . . r , r. ~ - ' . " . • . • Y . • . - ' g, . e . . . , . ~f HOUSE FiEATING 'i E:i'i' RLi;ORD l ~ . ADDRESS _ _APT. _FALOOR CITY SUBURB ~ OCCUPANT OWNER-t~,C~l/..~~ti ~d C'~/9~'•"~'~ o-' • , ' ' HEAT LOSS DATE NTG. INST. . . : SOLD BY 11.-1-+'~ INSTALL[D 8Y i i ` . . ~ ~ Elactrieal Work By Gas Line By l~+~`'~' I" • ~ r; ~ . i 1 ~ TYPE OF HEAT GA _ FA _HW STEAM ~_SPACE HTR. --UNIT HTR. -OTHER j~ J ~ GAS DESIGN CONVERSION " N(` _h'e/ 6,41.4 tCy' MAKE MAKE OF BURNER . - • . Modd 4G n ~3S Model ~ ~ i''.. Sxial Mo:. 6TU Ratiny ~ - . ' ~ ~ ; INPUT ~375,PJ00 )3~IZ1 /IX µqKE OF FURNACE . ~ , ~ . ; ~ . Model . ' • CONTROLS . ~ TMERMOSTATHeae Plu Vanf Sizs . . ~ . . i Valve `6(r.1k /3Z~ KiND OF IINER SIZE NONE ~ ~ . . . ' F Llmie Draff Hood Raqulator . . . ' limil SoHing Filtars $iza Numbei . ~ Fan Setling Chimnay Loaation Insids Outaids ~ . . .1... • ~ Pilot Typs Chimney ConstrvNion ' ~ • ~ Pilot Make , a ~ Pilot Modsl Smoks 6omb Wiriny . . . ~ Pilot Timing Draft Test Toq . ~ . ' L.W. Cut Off Door Pressurs Liphtinq Inst. F . , ~ ~ Prossure 3~S /I w•~~ ParcentCO2 Dafs Tssted - ~ . ' lnput CFH 3~ 5 Percent 02 Company Teati ng Stack Temp. yV 0 Petcant CO `ltr"o Name of Tssfar ^'Oi"'~ - i•' . , ~ Pwm 235 ~ . . . . . . . . j 'Jd' , ° ~ . ' / . . ~ . . . ' , . . • ; . , . . _ . . ~ i . ~ . ' . . , . ~ . , ~ • . . . . , ' . . f ~ . , _ - . . . . . ~ . . . ' . + . . / - . . . ~ . ~ . , . ~ • , , . . . ' • . . . . ' ~ • . ~ . . ' . i . ' , ~ t . ' • f' ' . Lc~Y~ HGA Hammel Green and Abrahamson Inc. Architects & Engineers 2675 University Ave., St. Paul, Minnesota 55114 612/646 7501 22 May 1981 Mr. Dale Peterson Building Official City of Eagan 3795 Pilot Knob Road Eagan, Minnesota 55122 RE: Dakota County Central Library HGA Cormnission Num6er 684 Dear Mr. Peterson: This letter is to confirm our telephone conversation today regarding the one-hour rating required for the library roof construction. The majority of the flat roof areas consist of a one-hour acoustic tile ceiling/bar joist/metal deck roof assembly comparable to UL design P235. In certain areas of wood ceilings below bar joist construction, gypsum drywall is substituted for acoustic tile in the assembly. The remainder of the roof, essentially over the mezzanine, is of steel beam and metal deck construction. The steel beams will receive spray-on fireproofing to achieve a one-hour rating, and by addendum we are adding spray-on fireproofing to the metal deck. This assembly is comparable to UL design P814. ' As has been discussed earlier, the foam insulation on the roof is protected by gypsum drywall. The use of the plywood sheathing on the slopad portions of the roof, as shown on detail 1/4-4, would appear to be allowable based upon Type IV construction which would be acceptable for this occupancy. If this or any of the other items do not meet with your approval, please contact myself or this Office. I would appreciate any response by May 29 in order to incorporate any necessary changes by addendum. Thank you for your time and consideration. Sincerely, ~CKlf e Michael D. Pederson MDP:kae uvo ~,+a....~, wn vr arturvnx.nx a c a i caw Ol L(- CONTRACTOR'S MATERIAL& TEST CERTIFICATE FOR ABOVEGROUNDPIPING a PROCEDURE Upon mrrplmbn d mrk Inpeqlon an0 teale che116a ma0e Oy ihe mnlrecrors repreeenlaNe wA Mhieaaed Ey an awnafs representatNe. All tlqectn shall0e cprectad and system IeM1 In eeMCe belore mntraclol5 penonnel Ilnaly bare the Iob. A cenilcate shall be 101ed oul a/M elgned Ey both represemelivea. Copim eha0 be pepared la approving authoritlee. orrtera, and wmrenor. ll q uMerstoaE tne awnels rep resantafivs'i signalura In no way prelWioaa any tlaim againat mmraclor irn huhy material, paorwarWnanMW. or lailuro lo canipM wXh approving authaAy's repulrememe or laul orainancea. PFOPERTVNAME DATE klES~orT LISIZ~~y PPOPERTYAOOHESS I O V}I&SGd7T TLD, El~71!5AiV N ACCfPTED BV APPflOVING AUTHORRIES JNAMES) G 1 Ty o F ER6,441 ADONESS PLANS INSTAILATION CONFORMS 10 ACCEPTED PLANS *VES O NO EOUIPMENT USED IS APPPOVEO ,~9.`YES O NO IF NO, E7fPlAIN DEVIA710NS HA$ P£PSON IN CHAFGE OF FIRE EOUIPMENT BEEN INSTRUCTED AS TO LOCATION J(YES O NO OF CONTiiOL VALVES AND CAHE ANO MAINTENANCE OF THIS NEW EOUIPMENT7 IF NO. EXPLAIN INSTRUCTONS HAVECOPIESOFTHEFOLLOWINGBEENLEFTONTNEPPEMISES: ' - ?YES ONO 1. SYSTEM COMPONENTS INSTRUCTIONS `l14ES O NO 2 CARE AND MAINiENANCE INSTRUCTIONS Z'FYES O NO 7. NFPA 13A NES ? NO LOGATON SUPPLIES BNIDINGS ' OF SvSTEM (f PPC fZ- L-EV E L VEAR OF OfiIFICE 7EMPERatUqE MAKE MOOEL MANUFACTUFE SQE OUANTtt iiATING GE,UTTZ~4f_ G ~ 19 7 SPiIINKLFA3 %PE ANO TyOed Pqe ED )C FlrnNCS ryoa m Fminys !3 S~•-T- • 67LOav ED MA%IMUM TIME TOOPEFATE pLAqq ALARM DEVICE THFOUGH TEST CONNECTION VAIYE TYPE MAKE MOOEL MIN. SEC. OH FLOW INOICATOF .V E ~D TTETL W F D OFY VALVE dd~MANE MOOEL SEAIAL NO. MAKE MOOEL SEFIALNO. TIME TO TRIP TIME WATER ALARM THRU TEST WATER AIF TRIP POINT REACHEO OPEF7ATE0 DNY %PE CONNECTION' PRESSUPE PRESSUPE AIF PFESSURE TEST OUTIET' PFOPERL'/ OVEHATINC MIN. SEC. PSI PSI P51 MIN. SEC. YE$ NO 7EST wBhaul O.O.D. win O.O.D. IF NO, EXPIAIN ' MEpSUflED FFOM TME NSPECTOR'S TEST CONNECTION IS OPENED. BSA (1689) PRINTED IN U.S.A. (QYEQ) ' d[J 1 hAl AUI,cY 1 i\hl.c ls-V / OPERATION O PNEUMAiIC ? ELECTRIC O HYDFAULIC PIPINCISUPERVISED ? YE9 O NO DETECTINOMEDIASUPERVISED O YES O NO DOE9 VALVE OPERATE FROM THE MANUAL TRIP ANOIOq pEMOTE CONTROlSTATIONS ? YES O NO ~ DELUGEi ACCESSIBLE Ill IN A CI UI I I NO, X UI PREIICTON VA~VES O YES O NO OOSSVZR-CIRCUIT O HCI 1 AX MAKE MODEL SUPERVISION LOSS ALARM OPEAATE VALVE RElEASE OPERA7E RELEASE Y Y 5 N MIN. SEC. MO IIOUI/, D M B tlel nriadeal l nal kN Illin 200 p~l (17.8 Oanl Irn IWO haurt Of 50 pl (7.4 ban) abwe alatk Pleasure N BxCeea 150 pel (101 HrMoletoWe ry-p1'~ veM1e tlaFqan ehall Ds lett apan durinp leet lo preveM Oartage. All a6ovepround pipng IeaMage TEST stmll D~ slcopsd, OESCi4P7fON PNE~ iYa T~ EaIaEIIM 10 pd 127 6are1alr preewre uW msoeme Orop whkh ahaH nol ezcaed 1-t@ ql (0.1 Ean) in 2< houn. Tea1 preaaure 1anN R iror~l water IevN uM aM ure anE rtmeura aY emurs dn0 wfikh ehatl nat e:ued 1.12 el 0. f ban In 24 houn. ALL PIPINO HYDR03TATICALIY TE57E0 AT .00 pgI FOq Z' HFS. IF NO, STAiE REASON ORY PIPINCI PNEUMATICALLY TE97E0 ? YES ? NO EDUIPMENTOPEAATESPFlOPERIV O YES ? NO OO YOU C PTIFV AS TN $PRINKLER CON7PACTOF THAT AOOITIVE9 ANO CARROSIVE CHEMICALS. SOONM SILICATE OF DERIVATIVE9 OF SOOIUM SILICATE, BRINE, OR OTNER COqROSIVE CHE1dICALS WERE NOT USED FON TESTING SYSTEMS OR TE9T9 g7pPpING LEAI(S7 )1~-YES O NO ORAIN REAOIN6 OF QAGE LOCATED NEAq WATER RESIOUAL PRESSURE WITN VALVE IN TEST TEST $UPPIY TE9TCANNECTION: pSl CONNECTION OPEN WIDE b~ PSI UNDEflGFOUNO MAINS ANO LEAD M CONNEC71pN9 70 SVS7EM PISER9 FLUSHED 9EFORE CONNECi10N MAOE TO SPRINNLER PIPING. VEPIFIED BV COPY pF lHE U FORM NO. B59 ? YES XNO OTHEH E%PlA1N FLU9HE0 BY INSTALLEF OFUNOER- GROUN03PNINKLEqPIPING XYES ? NO BUINKTE9TN6 NUMB HUSE LOCATION9 NUM9EF REMOVED OA9KET8 WELDEO PIPIND 35.YE9 ? NO , IF YES OO YOU CERTIFV Ay 7NE 3PRINKLER CONTRACT09 THAT WELDINU PFOCEUUP.ES COAIP! Y W" THE REOWREMENT9 OF A7 LEAST AWS 010.0. LEVEL AN•3 ,M VES ? NO WELOINO DO YOU CERTIFY THAT THE tiNELOINl3 WAS PERfORMEO BY WEI.DEp3 OUALIFIEO IN COMPLIANCEWI7HTHEREdU1REMENTSOFATLEA3TAW9010.0,LEVELAR-0 AVES O NO OO YOU CEFTIFY THAT WELDINCi WA$ CAFRIED OUT IN COMPLIANCE WITH A DOCUMEN7E0 OUA1.17V CONTROL PqOCEDUFE TO NSUIiE THA7ALL DISC3 AFE RE7RIEVEO. THAT OPENINGS IN PtPING APE 9MOOTH, iFIqT SLAG AND OTHEF WELDINO RESIOUE ARE NEMOVEO, AND 7HAT THE INTEFNAI DIAMETERS OF PIPINQ AqE NOT PENETRATEO AYES O NO CUTOUT9 pp y0U C£qTIFY THAT YOU HAVE A CONTROI FEATLIHE TO ENSURE iHAT aLL (D19C9) CUTOUTS (DISCS) ANE RETRIEVED7 S!f-vES 0 NO HVOHAULlC NAME PLATE PROVIDEO IF NO, E%PVLIN DATA NAGEPUTE YES ? NO OATE LEFT IN SERVICE WI7H ALL CANTROI VALVE9 OPEN: REMARK9 NAME OF SPRINKLEA CONTRACTOq 7ESi5 WIiNE35ED BY 91GNATUHES F R O RI EDI TI pq jjq~~ V OHS HI KLE Oq(SIGNED) TITLE . DATE AOOITIONAL E%PLANATION ANO TES oaA anru ILVJ1.1.u1111i1Y VC d[KllVALLI\J{J1pU~J . CONTAACTOR'S MATERIAL & TESTCERTIFICATE FOR ABOVEGROUND PIPING . PROCEDURE Upon mrtplellon al work irmpealon arW tenta shatl be rretla Ey ma mntracaoYS repreeamalvs mM wlhmsed Cy an oMneYe represenratNa. A71 Cafecta alralt be rnreneE arM ayalam letl in saMCe 6elora mntraclora penonrel linally leave Ihe Jab. A cenitkme shaH be I1bC out aM signed 6y Eath representatWea. CapieS shall be prepared iv ar.proving ainhotHlef, awnen, and mntrectar. It a unEen[ond 1he awne/e rep- resenutive's signature In m way prery0loea any ciaim against wntreaor Iw IauAy rtaterial, poor wdkmanship, w hNUro ta mrtpy with appmving authadye repulremems rn EoW ortlinancsa. PFOPERTYNAME pp7E Ltl ~ScoT L ~STz.l~,ey PflOPERTYADORE55 ~D~ ACCEPTED BY APPpOVING AUTHOflfTIES (NAMES) G! 7'y o F ERGfJ,eJ AOOflE55 PLAHS INSTAIIATION CONFOFMS TO ACCEPTED PIANS -X~'ES ? NO EOUIPMENT USED IS APPROVED AYES O NO ' IF NO, E7(PLAIN OEVIAllONS HA3 PEPSON IN CHARGE OF f IFE EOUIPMENi BEEN INSTRUC7ED A9 TO LOCATION 3(VES ONO OF CONTROL VAIVES ANO CAFE ANO MAINTENANCE OF THIS NEYI EOUIPMENT7 IF NO. EXPLpIN INSTRUCTONS HAVE CAPIES Of THE FpLLOWING BEEN LEFT ON THE PFEMiSES: QYES 4 NO 1.SYSTEMCOMPONENiSINSTRUCitONS WYES ONO 2. CARE ANO MAINiENANCE INSTRUCTIONS 'apYES O NO 3. NFPA 13A I~CVES O NO LOCATION SUPPUE58UI:CENGS - OF SYSTEM LO WF~ L E U E L- YEAHOF OHIFICE TEMPERATIJFE MAKE MODEL MANUFACTUAE SQ£ ' OVANTITV AATING GB,v'r]zf~~. G 19 7 ~ss --ao SPRINKLERS GExj r)ZA A 14 11 -72 MPEAND TypeolP4e FlTTINGS TypeotFillings 2• 67tOOV ED , MA7fIMUMTIMETOOPERATE AL4PM ALARM DEVICE TMHOUGH TEST CONNECTION VALYE TYPE MAKE MOOEL MIN. SEC. OR FIOW woicaroa ViF RD 7'T6TL W F D ~ D DFY VALVE ~.0.0. . MAKE MOOEL SEPIAI NO. MOl(E MODEL SERIAL NO. TIME TO TRIP TIME WATER AIAPM THiiUTESi WATEF AIF TRIPPOINT PEACHEO OPEPATED ' OHYWPE CONNECT70N' PFESSUFE PAESSURE AIFPHESSURE TESTOUTLET' PPOPEPIY OPEt7ATNG MIN. SEC. PSI PSI PSI MIN. SEC. YES NO TEST W0ON O.O.D. vnm O.O.D. IF NO. EXPLAIN ' MEASUHED FFOM TIME INSPECTO(i'S TES? CONNECTIpN IS OPENEO. 85A(iPBBI PRINTEOINUS.A. , (OVEP) J Y J 1 CA1 .i~.l.nY 1~\i~l.G 1 J-U / I . ~ OPEAATION , ? PNEUMATIC O ELECTHIC (3 HYOFAULIC PIPINaSUPERVI3ED ? YE3 O NO DETECTIN6MEOIASUPERVISEO ? VES O NO ~ OOE9 VAIVE OPERATE FROM THE MANUAI TRIP ANOlOR FEMOTE CANTROI S7ATEON$ O YES O NO DELUCE 8 I ACCESSIBLE ILI IN AC CI I O I I N,%PLAI PNEACTON VA~VES O YES ? NO DOES C O 5 C! I A%IMUM TiMr O M/U(E MOOEL Sl1PEAVISION LOSS ALAqM OP£RATE VALYE RElEA5E OPERATE NELEASE Y 5 NO Y 5 NO MIN, EC. ' Hydraelmk teau ehall he msde at nrn lees than Zpp py 113.8 Wn) lar Iwo hawf ar SO pel 19.4 bara) aqove efalk Oreeaure In eyceea 150 pal (10.2 barei (m nw haun. DlXarentlal tlry-ppe velw tlappen ahell be lery open Ouring teei to pavent damage. All abwegrourM piping baMage TEST eMll bs slcppeC. DESCAIP7fON PNEIDdATIC~ EalaElleh 40 pel (27 Cen) alr preeeure a~M meuura dtap whkh ahsH noi exmed 1-112psl (0,1 pao) In 21 haun. Taet preaaure tanla al nomat watM bvN uM ah sure arW rteaeure ah reeeure drvp whrh ahaY nat erceeE 1-1Q 1 0, 7 baro In 2e hwn, ALL PIPINQ HYOAOSTATICAILY TESTED AT .00 pSl FOP Z HRS. IF NO, STATE pEASON DFY PIPINO PNELIMATICALLY TES7ED ? YES O NO EOUtPMENT OPEFATES PROPEiiIV O YES ? NO W YOU CERTIFY AS THE SP INKLER CONTFACTOq HAT ADO~TIV 9 AND CARHOSIVE CHEMICAIS. SOOIUM SIUCATE OR OERIVATIVES OF SOOIUM SILICA7E. BRINE, OR O7HER CORROSIVE CHEMICALS WEAE NOT USEO FOfi TESTING SVSTEMS OR TEST9 STOPPINf3LEA1(3? *YES ? NO OAAIN I REAOING OF (3AGE LOCATEO NEAH WATER RESIOUAL PFE33UFE WITH VALVE IN TEST TE9T SUPPLY TE9T CANNECTION: ~ PSt CONNECitON OP£N WIDE PSI UNDERGFOUNO MAIN9 ANO lEAO IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFOFE CONNECTION MAOE 70 SPFINKLER PIPING, VERIFIEO 8Y COPY OF THE U FOFM NO. 858 O YES ~NO OTNEFi EXPIAIN FLU3HED BY INSTALLER OF UNOE R- GHOUNOSPFlINKLERpIPIN6 )f-YES ? NO BUNKiElTNO NUM USEO LOCATIONS NUMBERqEMOVED GA9KET9 MOuE5 WELDED PIPINO Jp:YE9 ? NO ' IF YE9 , 00 YOV CSRTIFV AS THE 3PRINKLEF CONTRACTOF THAT WELOINa PFOCEDl1RE4 COMPLY WI714 THE FEOUIFEMENT9 OF A7lEA3T AWS 010.0, IEVEL AR•3 AVES O NO WELpNa 00 YOU CERTIFY 714AT 7NE WELOING WAS PERFORMEO BY WELOERS OL1AlIFIEOIN COMPLIAtiCEW1THTHEREOUIREMENTSOFATLEA9TAW9D10.9,LEYEIAii-3 ,1S.YE5 ? NO 00 YOU C£RTIFV THAT N'ELOINO WAS CARRIED OUT IN COMPLIANCE WITFI A DOCUMENTED QUaLITV CONTROI PiiOCEOUFE 70 INSUFlE 7HA7ALl DISCS ARE FETFIEVED.7HAT OPENINGS IN PIPINQ ARE 9MOOTH, TNA7 SIAG AND OTHEF 40Et01NQ FESIOUE ARE REMOVEO, ANO THAT THE INTERNAI. DI,4METERS Of PIPING AAENOTPENETRATED AVES ? NO CUTOU78 pp YOII CERTIFY THAT VOU HAVE A CON7ROl FEATURE 70 ENSURE THAT ALL (OISCB) CUTOU73 (DISCS) AFE FETRIEVEa7 1f-YE5 ? NO HYDHAUUC NAME PUTE PROVIOEO IF NO, EXPLAIN DATA NAMEPUTE yE3 ? NO DA1E LEFi IN SERVICE WITH AI,L CONTROI VAWES OPEN: REA7ARX3 NAME Of SPPINKLEP CONTFACiOF ' 1E5T9 WITNESSEO BY SIGNANFE9 - A WNE IG TI ' OATE C' FOH SPRINK ER ONTR p(SIGNEO) TITLE DAT ~ AODITIONAI EXPLANATION AND NO S P5A PhCK t/ RE~a~~ CEI~ 0: o Q ~ SUBD. 1RECEIPTDATE: ~ 1997 PLUMBING PERMIT (COMMERCIAL) cirr OF EacaN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 6811675 Please complete for. . all commerciaVndustrisl buildings. . mutti-tamity buiMings when separate permib are 11pj requlred for eaeh dwalling unil. o badcibw preventer to ba imtelled in commeraal areas or residantiel boulevarde . onTE: C'o 9 WORKTYPE: NewConst. AddAn ~ Repalr f DESCRIPTION OF WORK: mo a o o /-1 b ,Ta... IS WATER METER REQUIREO? _ Yea ~ No. ARE FLUSHOMETERS TO BE INSTALLED7 ~ Yes _ No ' Li~YCnVf~O1.i1r J„rr .~Ii~n1C1< 5! J i tT INSTALLINO METER7 _ Yes _ No. NEW SERVICE7 _ Yes _ No WATER FLOW: GPM. Pressure Reducing Valve may be raquired 'd instellinp new serWCe - coMad Cily's Enpineering Depertmant at 681-4646. FAILURE TO PROVIDE THE ABOVE INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE FEES Minfmum fae of 825.00 or t% of contred price, whichever is greater. Minimum State Surcharge of $.50 due on all permits. ob CONTRACTPRICE: $ A0.0 s-Od ~ x 7% CAMPLETE THIS AREA ONLY IF INSTALLING UNDER6ROUND SPRINKLER SYSTEM BACKFLOW PREVENTER $ 25.00 = $ WATER PERMIT (new service only) . 50.00 = $ WAC (perconnection) 780.00 = $ WATER 7REA7MENT (per wnnettion) 420.00 = $ CITY INSTALLED TAP 300.00 = $ METER: 1" _ $185.00 , 2" TURBO = $846.00 = $ ' PERMR FEE S FlGtJRE BVRCHARGE AT 60 CEMS FOR EVERY $1,000 OF ER FEE DUE STATE SURCHARCiE ~ . SO ?.^,?,RL r'~ & b I hereby adcnowledge thet I heve read fhis appliea6on, stala Mat the inPortnetion is co"ct, ard agree to oompy wtth all applitable Ciry W Eagan ordinances. X is the epplicanYS responsihiliry to notHy the property oNmer that the City of Eegan assumes no liability tor any tlemeges caused by the Cfty during its nortnal operetionat and maintenance activities to the fecilities constructod under this pertnR within Cily propertylrigMOf-way/easement. SfTE AODRESS: 134-0 TENANT NAME: oe.S Ga ~ L i K>ralN STE. e: OWNER NAME: - A . / INSTALLER NAME: TELEPHONE T - S4I 4 STREETADDRESS: LF~T V~ S~'~'4T cirr: sTare: zia: S~S/o7 APPLICANTS SIGNATURE' f pFFlCE IWE ONLY. REVEfiBE SIUE OFFICE USE ONLY ~ PLUMBING PERMIT (COMMERCIAL) METER SIZE p$y _ Yes _ No Domestic Irrigation llTILITY CONNECTION (APAL!FS rn uFw cFQVir_o nNLY) $ REVIEWED BY 7 Building Inspecfor Date 1o determine meter size • See 'rf it is indicated on back of Building fnspectians card • Enter address in PIMS Screen 301 to obtain S8W permit # • Check PIMS Screens 110 (Remarks) • If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer wiil be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspactor if Licensed Plumber does not know GPMs. Pa'ara sa!:Sssg mster Check PiMS Screen 320 for aooroval of inspection results. Na meter will be sald before ali sewer and water inspections are complete on a IIew 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 oNy), and torward copy to Utility Biiling Clerk. Enter meter size, type, receipt date 8 amount paid on PIMS Screen 110. Copy of receipt should be givan to Utility Bitling Clerk. Miscellaneous Infortnation The installer i5 to contact Building Inspections at 681-4675 for inspection of tlle inside water line and backflow preventer. The Public Works Department may be reached at 681-4300 for water tum-on. If ineter is over 518, call Public Works and let them know so they can tell you 'rf they have one in stock before plumber goes overthere. OFFICE USE ONLY L ~ BL a~ RECEIPT • SUBD. .LKP.CGbri~ -2-P~ DATE: 1// 50y/ • ~ 1996 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: . all commercial/industrial buildings. ~ multi-family buildings when separate permits are = required for each dwelling unit. DATE: o~ /J 7/ 97 CONTRACT PRICE:7, loo ~ WORK TYPE: NEW CONSTRUCTION ADD ON REPAIR DESCRIPTION OF WORK- JV -1^^c+ iz'~ r., ' fQMOy~ - z15'7q~I 46riv\ IS WATER METER REQUIRED? YES x NO. IF SO, PLEASE PROVIDE THE FOLLOWING: WATER FLOW: GPM. ARE FLUSHOMETERS TO BE INSTALLED? _ YES _ NO. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE. WILL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM7 _ YES ZCNO. If 30~ YOl! IIAUS'1 hfYLi 1'iYC?1SGYn1'[FiZr. V.V. 31'KilY1lLCR PERIYIII. FEE: $25.00 minimum fee or 1°/a of contract price, whichever is greater. State surcharge of $.50 per $1,000 of pgt~T~11 fee due on all permits. CONTRACT PRICE x 1% 1I7• &0 STATE SURCHARGE • °~b TOTAL `7-7• rD SITE ADDRESS: J 0 LJ`e'S CO H T~o-m d TENANT NAME: Ci ?-Sco ri L, bra,`ryI STE. # OWNER NAME:-L>4 k o +A- ~ouN~y INSTALLER: "94 5 ~i I~ ?'Yi rD ~ +~s# ~ ~1`~ ~%1 ADDRESS: i~Vd S CITY: S+ STATE: /viv- ZIP: sr PHONE SIGNATU . ~ ' APPLICANT OFFICE USE ONLY METER SIZE: DATE: Z` I5P INSPECTOR: 2"2~ gr f cirr use oNLv L BL RECEIPT , . SUBD. DATE: 1996 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? single family dwellings • townhomes and condos when permits are required for each unit FIXTURES ggCH H,Q, TOTAL Shower 3.00 x = Water Closet 3.00 x = Bath Tub 3.00 x = Lavatory 3.00 x = Kitchen 5ink 3.00 x = Laundry Tray 3.00 x = Hot Tub/Spa 3.00 x = Water Heater 3.00 x = Floor Drain 3.00 x = Gas Piping Outlet * mfnimum - 1 3.00 x = Rough Openings 1.50 x = Water Softener 5.00 x = Privetz Gisposai ' uakoia Cry. ficense 50.00 = (new and refurbished systems) U.G. Sprinkler * home under const. 3.00 = Alterations * to existin9 20.00 = Water Turn Around 20.00 STATE SURCHARGE .50 TOTAL SITE ADDRESS: OWNER NAME: INSTALLER NAME: STREET ADDRESS: CITY: STATE: ZIP: PHONE ( ) , ~ ( CITYUSEONLY (~.Q //:pf L 8L PERMIT#: ~(~I~ 4~p / j SUBD. ! L' RECEIPT#: I~~ 3I O APPROVED BY: INSPECTOR RECEIPT DATE: 7- 1),60 17 t~- 4510 I (>753000d00 2000 MECHAIVICAL fERMIT (COhIM£RCIAL) CITY Of' £AiflAN S$SO PILOT KNOB itD ~GArt, M1v 55122 651-6$1-4675 Please complete for: all commercial/industrial buildings multi-family bUildings when separate permits are not required for each dwelling unit DATE: / O WORK TYPE: New construction Install U.G. Tank ~ Interior Improvement _ Remove U.G. Tank _ Processed Piping Whefi iyt,stalling/reinoving underground tank, call 657-681-4675 for ieispection by fire n+arshal aiul pluinbing inspector. Description of work: t$FC) AN /g/n CO•UG~~ 7~1dNi.~ /C' SLJ~i~ , Fees: 1% of contract price OR $30.00 minimum fee, whichever is greater. Underground tank removaUinstallation = minimum fee i3v8a 0" ~1 Contract price: $ x 1°/a j~~~~fBase Fee) ~ State surcharge ~g~ calculate at $.50 For each $1,000 Base Fee TOTAL $ 3d ~ - SITE ADDRESS: l ~~~D ~i{llSCo fz RC/ OWNER NAME: f~7 PHONE b5 (AREA E) TENANT NAME (IMPROVEMENTS ONLl): Pl/lstv -~4 G/A/tA WAS THERE A PREVIOUS TENANT IN THIS SPACE'Ie~,)L~ N. NAME: INSTALLER: ADDRESS: rHOrrE#: 9s2 - ~3s-3b''iv (AREA CODE) CITY: STATE: MN ZIP: ssy3~ SIGNATURE OF PERMITTEE CITY USE ONLY LOT SL PERMIT p: SUBD. RECEIPT RECEIPT DATE: 2000 MECHANICAL PERMIT (RUIDENTIAL) crrY oF EAs,vv S$SO P1LOT KNOB gD EAHAcH MN 55128 851-681-4675 Date• Complete this section onlv if you are installing HVAC in a single-family dwelling, townhome or condo under construction and not owner/occuoied. • HVAC: 0-100 M B T U $ 30.00 ADDITIONAL 50 M BTU 6.00 • Gas outlets (minimum of one required @$3.00 ea.) State Surcharge .50 Total $ Complete this section onlv if you are remodeline, addinp, to, or replacing an existing single-family dwelling, townhome, or condo. Please indreate if it is a new item, alteration, or replacement. _ New _ Replacement Other _ Fumace _ Air conditioning _ Air exchanger Other Fee $ 30.00 State Surchazge .50 Total $ 30.50 Rerninder: Call for final inspection. SITE ADDRESS: OWNER NAME: PHONE (AREA CODE) INSTALLER NAME: PHONE (AREA CODE) STREET ADDRESS: CITY: STAT'E: Z[P: SIGNATURE OF PERMITTEE i ~.00~ CITY USE ONLY L a- BL I RECEIPT#: SUBD. -28 W Q ,k"~~ ~ RECEIPT DATE: APPROVED BY: , INSPECTOR MEGHANICAL PERMIT 1999 MECR4NIC14L fERMlT (COblMEftCIAW CITY OF EAfiAN 3$30 P1LOT KN08 RD Ek6i4N,MN 551 E8 (651) 6$1-4675 Please compiete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: I I• 1 S' 99 CONTRACT PRICE: WORK TYPE: New conshvction Install U.G. Tanlt _ Interior Improvement Remove U.G. Tank (Minunum Fee) _ Processed Piping (Minimum Fee) *;NOTE: When installing/removing underground tank, ca11 65 1-681-4675 for inspection by fire mazshal and plumbing inspector. DESCRIPTION OF WORK: pVNA-e ,>,,,roY Wn~, iL/o. K,rln:~-7n,..q,_ FEES: 1% of contract price OR $30.00 minimum fee, wluchever is greater. CONTRACT PRICE x 1°!0 1 PERMIT FEE 7JD : v° STAT'E SURCHARGE 50 ($.SD per $1,000 of ii fee due on all permits.) TOTAL ~ '~O' S~ ' Nw+w - 4vok' SITE ADDRESS: I3cA0 CAL'C~ A JZvaj> OWNERNAME: PHONE#: jP~--30 -!'Y35V (AREA CODE) TENANT NAME (IMPROVEMENTS ONLI'): EpkoAn1 Lip-,CGR(z + INSTALLER: Rm0 RNt) mje~m so"ice- ~ tA)r -T :wDREss: fl3o~ 5;7X e[s, c Pxva PHONE IOl Z - q-3 3 4600 (AREA CODE) CiTY: QVFUkN 5 STATE: M f~/ ZIP: rJ S 3q3 OF PERMI CITY USE ONLY . LOT BL AECEIPT SUBD. RECEIPT DATE: MECHANICAL PERMIT # 1999 MEcHAviCAL PERMrr (REsi)ErrrL41i crrYoF EasAN S$SO PILOT KNOB ftD EnsAN atN 55122 (651)681-4675 Date: Complete this section onlv if you are installing HVAC in a single family dwelling, townhome or condo under consuuction and not owner /occunied. • i-iVAC: 0-i0U M B T U $ 30.00 ADDITIONAL SO M BTU 6.00 • Gas outlets (minimum of one required @$3.00 ea.) State Surchazge .50 Total $ Complete this section alv if you are remodeling, adding to, or repairing an existing single family dwelling, townhome, or condo. Please indicate if it is a new item, alteration, or repair. _ New Alterarion Repair _ Other Reminder: Ca11 681-4 6 75 for inspections. _ Fumace _ Au condirioning _ Air exchanger Other $ 30.00 State Surcharge .50 Minimum Total Due $ 30.50 SITE ADDRESS: OWNER NAME: PHONE (AREA CODE) INSTALLER NAME: PHONE (AREA CODE) STREET ADDRESS: CITY: STATE: ZIP: SIGNATURE OF PERMITTEE ~ CRY USE ONLY L D! gL ~ RECEIPT SUBD. DATE: 1996 MECHANICAL PERMIT (COMMERCIAL) • CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? all commerciaVindustrial buildings. ? multi-family buildings when separate permits are ~t required for each dwelling unit. D;"~T~: CONTRACT PRICE: WORK TYPE: _ NEW CONSTRUCTION INTERIOR IMPRaVEMENT DESCRIPTION OF WORK:--rna~~ Ac~c1;~~ov1 FEES: ?$25.00 minimum fee QL 1% of contract price, whichever fs greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $7,000 of pgmjt tee due on all permits. CONTRACT PRICE x 1% ~I~•~ PROCESSED PIPING STATE SURCHARGE TOTAL SITE ADDRESS: 3 OWNER NAME: ~:•.Ko-~'a. C~ oc~r.~'N TELEPHONE TENANT NAME: (IMPROVEMENTS ONLI) L~ b'c'0.!: INSTALLER: ~~2x` ~ qq s-Pl u m ~ i `y` 4'' r` ADDRESS: CITY: STATE: /Vs/ ZIP•Sr o7 'LL PHONE SIGNATU . SIGNA R 0 PER ITTEE CITY INSPECTOR CITY USE ONLY L BL RECEIPT . SUBD. DATE: 1996 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for. ? single family dweliings ? townhomes and condos when permits are required for each unit New construction Add-on fumace Ad4-Ofl Ali Wiiiiiiiaiuni,J Aud-oii.9iTcrichafi9BP, 1.6. Vaffe@ 5jf5r@i'il, CtC. Date_ FEES ? Minimum Fee: Add-oNRemodel (existing residence only) $ 20.00 ? HVAC: 0-100 M BTU 24.00 Additional 50 M BTU 6.00 ? Gas Outlets (minimum of 1 required @$3.00 each) ? State Surcharge .50 TOTAL SITE ADDRESS• OWNER NAME: PHONE INSTALLER NAME• STREET ADDRESS: CITY: STATE: ZIP: PHONE ( ) . " CITY USE ONLY L 04 BL 2f/ RECEIPT#: SUBD. DATE: 48961MECHANICAL~°PERNWR'(COyMMERCIAL) • CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681•4675 Please complete for. ? all commercialrindustrial buildings. ? mufti-family buildings when separate permits are DDt required for each dwelling unit. DATE: Februar.,y _7, ,.1.997 CONTf2ACT PRIGE: 60, 690.00 WORK TYPE: X NEW CONSTRUCTION X INTERIOR IMPROVEMENT DESCRIPTION OF WORK: Ventilation FEES: P $25.00 minimum fee 4i 1% of contract price, whichever is greater. ? Processed piping - $25.00 i?, State surcharge otn•$.50 per $1,000 of pg~jt fee due on all pertnits. ~M CONTRACT PRICE x 1% $ 606.90 PROCESSED PIPING STATE SURCHARGE .50 TOTAL Cv D.4 7-- SlitAL717hCtSS: 1340 Wescott Road. Eaaan. Mn. OWNER NAME: bakota Countv TELEPHONE TENANTNAME: (iMPROVeMeNrsoNLY) Westcott Librarv INSTALLER: Northwest Sheetmetal o. ADDRESS: 110 Sycamore St. W. CIN: St. Paul STATE: Mn Zip• 55117 " PHONE (612) 310-0102 SIGNATURE: SIGNAT E OF PERMITTEE CITY INSPECTOR CITY USE ONLY L BL RECEIPT SUBD. DATE: 1996 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit New construction Add-on fumace Add-on air r,ontlitioning Add-on airexchanger, i.e. Vanee system, etc. Date: FEES ? Minimum Fee: Add-on/Remodel (ezisting residence only) $ 20.00 ~ HVAC: 0-100 M BTU 24.00 Additional 50 M BTU 6.00 ? Gas Outlets (minimum of 1 required @ $3.00 each) ? State Surcharge .50 TOTAL SITE ADDRESS• OWNER NAME: PHONE INSTALLER NAME• STREET ADDRESS: CITY: STATE: ZIP: PHONE ( ) , COMMERCIAL 9qa• is 2002 BUILDING PERMIT APPLICATION ~ ~ y 1423 CITY OF EAGAN 651-681-4675 )adkd y -a .p ~ gip, Foundation Onl New Construction Interior Im rovement • Structural Plans (2) sets . Architecturai Plans (2) sets • Architectu2l Plans (2) sets • Civil Plans (2) • SWCtural Plans (2) • Code Malysis (1) • CeAiTcate of Survey (1) • Civil Plans (2) • Projec[ Specs (t) • CodeMalysis (1)" • LandscapingPlans (2) • KeyPlan (1) • ProJectSpecs (1) • CodeAnalysis (t)" • Master Exit Plan (1) • Spec. lnsp. & Testing 5chedule . Certificate of Survey (1) • Energy CalculaUons (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always" • Meter size must he esTablished • Meter size must be eslablished • Meier size must be eslablished - if applipble • Project Specs (1) ! • EnergyCalculations (1) " . 1 ! • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 1 • FireProtectionPlan (7)" 1 1 1 • Soils RepoR (7) • MGES SAC determinatlon letter • MGES SAC detertninalion letter • MGES SAC detertnination letter call 651-602-1000 call 651-602-1000 rall 651-602-1000 Contact Building Inspections for sample Food 8 beverage o lodging facilities - submit plan to MN Departrnent of Health. Call 651-215-0700 for details. DATE: . WORKTYPE: NEW REMODEL CONSTRUCTIONCOST: SITE ADDRESS: TENANT NAME: ~ SUITE FORMER TENANT NAME, IF APPLICABLE: DESCRIPTION OF WORK ) /~1S 1 ~ " / Name: b' 0 `G'Yi.v t l17' X/Jeo Phone ( ~i 5-7 PROPERTY Last First OWNER ~ J ~ S~eet Address: / S ic / 4 City: State: / y/stJ Zip: ~V `Z 3 Company: Phone CON'CRACTOR SheetAddress: ~ • c.m S7J City: State: _ ~X44'1Zip: ARCHITECT/ ENGINEER Company: Phon D Nazne: Reg tip~.y I~Ir~n Street Address: CiTy: State: Licensed plumber installing new sewer/water service: hone L I hereby acknowledge that I have read this application, state that the information i , an e comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. < Signature of Applicant: Up a edT102 OFFICE USE ONLY SUBTYPE ? 01 Foundation ~ 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments ? 27 CommerciaUIndushial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Crreenhouse ? 34 Ext AIt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon WORK TYPE ? 31 New ? 35 Tenant Impr 0 42 Demolish (Foundation) ? 46 Windows/Doors ? 32 Addition ? 36 Move Bldg X 43 Reroof ? 47 Repair ? 33 Alterations ? 37 Demolish (Bldg) ? 44 Siding ? 48 Authorizarion ? 34 Replacement ? 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Census Code 4-9r] Zoning P. F sq. ft. SAC Cade 4j0 # of Stories sq. ft. No. of Units a Length sq. ft. No. ofBldgs. 1 Width sq. ft. Const. (Actual) Basement sq. ft. MC/ES System (Allowable) First Floor sq. ft. City Water UBC Occupancy k- 2. I sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insularion 1~ Plumbing ? Stucco/Stone APPROVALS Planning Building Engineering Variance VALUATION $ Permit Fee Surcharge Plan Review MC/ES SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total CITY USE ONLY PERMIT RECEIPT DATE: APPROVED BY: , INSPECTOR COMMERCUL MECHARICl4L PEfiM1T APPI1CATlON C1'cY oF EASlkN S$SO PILOT KAOB fiD fA6AN, b!A 5518E 651-681-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit llATE: 9-- / y U / SITEADDRESS: agawmak ISYv 9/0402I RD ~ OWNER NAME: .&4/~~ (::~7J,vey' PHONE .45 1_- (AREA CODE) TENANT NAME (IMPROVEMEiNTS ONLY): WAS THERE A PREVIOUS TENANT IN THIS SPACE? Y N. NAME: INSTALLER: /0, A/IV001f} ?6TJ2&LtS~W1 SbXV1LC t IUL anDxESS: 7650 ywy. 6S NE. PHONE#: 63 - '2w,67tq1 (AAEA CODE) / y-~- CITY: STATE: 14d) ZIP: ~C/ G3 2 WORK TYPE: New construction Install U.G. Tank _ Interior Improvement _ Remove U.G. Tank _ Processed Piping iNST9L ,I, aov (;4j, - R tjU?C Specify Nah::e cf Work: ZSI laavw F,a'coA1ZV iAj< When installing/removing underground tank, call 651-681-4675 for inspection by Fire Marshal and Plurnbing Tenspector. ~ I Fees: l% of contract price OR $50.00 roinimum fee, wluchever is greater. Underground tank removaUinstallation = minimum fee ' , o Contract price: $ 2 0-' x 1% ~d , 3 9 (Base Fee) State surchazge calculate at $.50 for e h$1,000 Base Fee TOTAL $ ~ SIG ATURE Ppl~ PERMITTEE Updated 1/Ol I CITY USE ONLY PERMIT RECEIPT DATE: RUIDEN17AL MECfANICAI. PERMIT APPLICATION crrYog EAsm 3830 Pn.oT xiQOS Rn s,e?snx bur 551Es 651-6$1-4675 Please complete for: ? single family dwellings townhomes and condos when permits are required for each unit Date: SI7E ADURESS: - - OWNER NAME: TELEPHONE • - ^ , , • (AREA CODE) INSTALLER NAME: TELEPHONE • , , . . ; . , , (AREACODE) STREET ADDRESS: CITY: STATE: ZIP: Place a check mark next to the ermit, work t e' _ New residential dwelling unit under constructionand not owner/occupied $ 70.00 _Add-on, modification or alteration to existina dwelling unit . $ 50.00 • furnace replacement • air exchanger • air conditioner - • other. Nature of woric: - - State Surchar e $ .50 Total $ Reminder: Call for inspections. SIGNATURE OF PERMITTEE Updared I/0l , + 9 ` g _ . ' ; ~ ~ , ' s- ' s. 1 : . i • . r _ +v3 ' n' - ar beyond tho.se longis'ks which were merely i~ Sigmfic~antly~mre s , e o,ph ~ ~enc os~d~in~,Cyo,~crete. thanmostcomp,et~n~r~branc'~~~s`"~~~~, - 4 ~,'r Capacittes range from 1~8G to ~~~a ~50 000 Fireguard~ as the first AST of its design 4Y ~_~~,~~•Cylmdncalor,rectangulardesi' ~ ~ to obtam~a < Listing for secondary containment. _ CompacktrientaIized configurations .z. ~ s. ' . = y~ ''C~ BAlI1S13CS IOSlS~t2.tlt , ~ ~ '`t~'~°x ~,'`"1«4i~`'k ``sms~ w~~~ Firegiiatd s secondary containment ~ `Conc~ete pad designs avaslable for K~cane tightness tested on-site with I A ~ sft zonP Y ='sstandard'testing procedures! . y _ ~ ~ey ~°,e•e~, t~' ~ ~~~a'~ey~ 1~~- r • r~regu~rdO's exterior steel wall provides Steel Secondary Tank rrY ~'q 3 £pk Ma y .~{'~TN , supen r weatherability and low-cost built to UL standards Ca X g,mamtenance. Unlike concrete, cracking x •'t ~ ..s.. „xan e~~.''?' s~~~~~ 3x.~' ~r -T4 r;r~ ~~.3 ~ or spalling will never be a problem! • ' h x ~ F~reguard~' s que thermal insulatmg i ~ ~ um ~ yC~rcTxT~4'E`" - material, is 75 /o lighter than concrete... g,~~~~,~ ~~~,Hn,~h~,~Q4 ~81=~~~ , n slupping; iustallation and relocation costs 'ti.,; t Y3 "~r 'q (and headaches) are reduced! 9a`' . , :.x ~ T.n ,U ~~L M i . 5' f'xs~ .iY iTM aYeh . . . - ~ k. K # t ~.~'~'?.^~~rv~~~~'~4 ~~.5 a i A ~ a ,a, r• .~'R. ' . . . e .e7 ~ r, . f i ? ~ ~-~-`a~i~ .-.r,,'~vDouble ta d"". p~,., at ;g`~+~.~z~,~ ~ _ ffi yS,~~F~~~ : i u ` ~ ~ F~.~~_ . , • . . l .insula~on ~~t w . ~2 ~ _ . ~ _ . ' . . '•ia 'G _ ~.z7_.wiu..~f~»~ x1~ ~ L J a : y - . ed~E ri eg a~d~ ~x • Secondary containment is testable on-site • The secondary contauvnent on certain designs may - ~8Y1Y OT Ie1~K £OteC O using standard, economical testing procedures. require elaborate and expensive procedures to he . tested on-site. ~ ~~gp^ "'B` • Firegaazdx's stee] outer wall provides low-cost • Exposed concrete outer wall is susceptibie to cmcking, maintznance and protects the insulation material spalling and weathering - problems that are expensive ;X4,-',~'>~ from weathering, to correct and are usually not crnered by warranty. . ~ K ~ } r•~' I~ 5 M averagc 12,000 gallon Fireguard'' weighs under • An average 12,000 gallon concre[e-encased tank ' 30,000 pounds - well wi[hin the legal load lunit weighs upwards of 100,000 pounds - imagine [he hassles 1 G.ta ~ _ inwived in handling that tarilc. v~ . for trucldng. ' • 30-yeaz warranty is standatd with every Fireguard". • Some manufacturers may charge extra for a 30-year warranty. _ . ~ ~ s The 1/2", 3/4" and 1" sizes ofPoly-Tech controlled flexibilitypiping can be used in both pressure and suction applications, POly-Tech~ 1 -Series and are ideal forproviding remote feed andfillforheaters,boilersand I/2"~ 3/4" and 1" emergencygenerators. TheD-series pipingis adirectburial piping, while the SC-series pipingprovides additional Controlled Flexibility environmental security through APT's unique secondary containment j acket. Bothfeaturecontrolledflexibility,evenin Piping low temper atures, permitting fast; easy installation. D. gn Highlights i . d ,g, . ¦ The simultaneous installation of primary and secondary piping yields a permanent, cost-effective installation. 0 Pipe conshuction employs a dual • polymer sandwich wall with braided reinforcement. ¦ Proprietary permearion barrier technology enhances environniental ~ security. ' ¦ 100 psi working pressure rating and a 900 psi burst strength insure system integr-iry. ¦ Nylon 12 pipe liner, the standazd used for all antomopve fuel lines, provide multifuel compatibility, including and alcohol-gasoline blends. - ¦ Controlled flexibility permits continuous piping nins for fa§t, easy iristallation _in - any season. , . , . _ Advanced Polymer . Technology, Inc : t(800) 262-9899 LISTED UT z.ooo POLY-TECH P-150-SC 1.750 POLY-TECH P-150-D (P-150-SC ONLY) POLYETHYLENE SECONDARY, LIGHT BLUE w/24 RIBS / - / POLYETHYLENE COVER,BLUE FIBER REINFORCEMENT 1.400 NYLON 12lINER, BLACK . ,,-----2.375 POLY-TECH P-175-SC z.ooo POLY-TECH P-175-D (P-175-SC ONLY) ~ POLYETHYLENE SECONDARY, LIGHT BLUE w/24 RIBS POLYETHYLENE COVER, BLUE FIBER REINFORCEMENT ~ 1.650 NYLON 12 LINER, BLACK 2.875 POLY-TECH P-200-SC POLY-TECH P-200-D z.sao (P-200-SC ONLY) POLYETHYLENE SECONDARY, LIGHT BLUE w130 RIBS / POLYETHYLENE COVER,BLUE ~ FIBER REINFORCEMENT 2.040 NYLON 12 LINER, BLACK For additional infortna[ion or usistance in placing your order, please contact the authorized APT distributor in your area or APT, Inc. APT offers a variety of products: flexible single-wall and doubte-wall undergmund piping, dispenser und tank sumps. flexible entry boors, and a full line of composite manholes. . Advanced Polymer Di=«,nuted bY ' Teclinology, Inc. _ '-2847 IvlcCracken" Avenue =Muske on' Michi an 49441 gg Pacen[s pendino: Poly-TechT"' sys[ems Publica[ion No: CAT-P150200 Ph:,(231) 759-9112 •(800) 262-9899 Copyright 1999 Advanced Polymer Technology, Ina Effective Date: 04/99 j+a{: (231) 759-3173 _ TM indicx[es Trudemark of AP'f ~ Supecsedes: 05/97 T{ http://`www.flexpipe.co m y Printea in the U.S.A. on Rerycled Paper + i~ ; ~ ~ ~ R TechmNotes Third Party Testing Issu= 106A 0 1998 Advanced Poiymer Technology, Inc. May 1998 I Third Party Testing • Sustained Pressure / Long Term Strength APT pcrfonns rigorous in-house tes[ing on all compo- Acceptable continuous stress over a fifry (50) year penod ~ = 375 psi nents developed and manufactured by APT. To affirm that r wemeetorexceedphysicalinstallationandenvironmental . Tensile(pull) fi sewnry requircments, APT also documents perfonnance 2,229 pounds force specifications du'ough third-parry testing laboratorics. I' Tes ting was perfonned on Poly-Tech'" piping by L. J. ' Resistance to Crushi~g r~ Primary passed ~ Broutman and Southwest Rescarch. The purpose here was Secondary passed ' to demonshate that Poly-Tech''" piping products were in compliance ti ith the following standards for all current ' fuels- including alcohols and gasoline'alcohol blcnds. A Environmental Test Results Summary detailed em,inecring report is available upon request. Pel'fneatloll • Undenvriter'sLaboratory Standard971 FueIC 0.007% Nonmetallic Underground Piping for Flammabie Liquids 90% Fuel C, 10% Ethanol 0.007% ~ • National Fire Protection Association Code 30 90% Fuel C, 10% Methanol 0.007% Flammable and Combustible Liquids 50% Fuel C, 50 % Methanol 0.021% • American National Standards Institute B31.4 Liquid Transportation Systems for Hydrocarbons, EthBnol 0.028% Liquid Petroleum Gas, Anhydrous Ammonia, and Alcohol Methanol 0.036% • BOCA National Fire Prevention Code Article 28 Diesel Fuel 0.035% Flammable and Combustible Liquids o Methyl Ethyl Ketone (MEK) 0.021 /o • American Society for Testing of Materials D2513 Toluene p•p~q% Standard Specification for Thermoplastic Gas Pressure Pipe, Tubing and Fittings UL 971 MaximumAllowable Permeation= 1.000% Mechanical Test Results Summary Fuellmmersion • Leakage FueIC Passed Passed at 200 psi (2X rating) gp% Fuel C, 10% Ethanol Passed • Hydrostatic Strength 90°/o Fuel C, 10% Methanol Passed Passed at 500 psi(5X rating) 50°/a Fuel C, 50% Methanoi Passed • Burst Ethanol Passed Over 800 psi (primary piping) Over 70 psi (secondary jacket) Methanol Passed • 350,000 Cycle Line Shock Diesel Fuel Passed Passed 350,000 cycles at 100 psi after first undergoing leakage test Methyl Ethyl Ketone (MEK) Passed ~ • Change in Length Under Pressure Toluene Passed 0.07% from 0-50 psi 0.16% from 0-100 psi Passed leakage, hydrostatic strength and bursf tests 0.28% from 0-200 psi atter exposure to test fluids. 93 ~11 1~II • ~ ~ ~i Y.. Discussion of Test Results ~ ~ Leakage and Hydrostatic Tests - Poly-TechT" pipcs and their attached fittings were hydrostatically ~R tested in accordance with UL 971 for 5 minutes at 200 psi -[wice the actual pressure rating of the pipe. Thc same pipes and fit[ings wcre then tcsted for I minute at 500 psi, which is 5 times the pressurc rating of the pipe. Passing these tests dcmonstrates that 100 psi is an acceptable pressurc ratino. Burst Pressure Tests - Poly-TechT" pipcs and itttached fittings werc hydrosYatically tested in accordancewith UL 971 until bursL Burst pressures of over 3 times [he 100 psi pressure rating were obtained. Poly-TechT"'secondary pipingsys[ems employ a pipc jacket that is open to [he sumps. This pennits drain-back to the containmen[ sump. In thcse third-party tcsts. the secondary jacket was sealed with end caps, and subjectcd to a hydrostatic burst tcst. Thc secondary withstood over 70 psi, indicating that the secondary can maintain inteorityeven in the unlikcly eventofablock,lge in the secondary containment system. Cycle Line Shock Tests - Poly-Tech"' primary pipc samplcs with attachcd tittings wcrc hydruslatically tcsrod for 5 minulcs ut 200 psi. Thcu samc samplcs wcrc then subjected to 350,000 cydcs of air pressurc- ; 0 to 100 p,i nnd back to 0 ngain. Air pres.Sw'c ~vas ~ applied and dischargcd as quickly as possible 350,000 times. Althou,ah this [est ii not requircd by any spccial standard, it demonstrates the ability of the pipina ro handle the type of line shock encountered whcn tLel S customers top off their tanks. Fuel Permeation and Immersion Tests - Primary ~ pipc samples with attachcd fittings were filled with the test fluids listed in the precedino table. Weighed periodically to detennine the percent of loss in weight from fuel permeation, the samples were then drainzd and subjected to leak, hydrostatic stren-th and burst [CS[5. Results demonstrated compliance with fucl compatibility requircments and standards, as welf as r permeationlevelswellbclowUL97lmaximumallowable a: levels. Sustained Pressure Tests - Primary pipe samplcs µ with attached fittings were hydrostatically tested at a Advaneed Polymer variety of pressures to show a relationship between Teehnology, If1C. hydrostatic pressure and "time to failure". Testing was 2817 MCCfaCken performed asperUL 971 andASTM D-2387 standards. MUSk2gon,MlChlg8n49441 ~ ~ TestingshowedthatPoly-TechTM'pipingcanwithstand ph: (800) 262-9899 - (231) 759-9112 continuous pressures of375 psi (nearly 4[imes the 100 fax: (231) 759-3173 psi rating) for a period of 50 years- http://www.flexpipe.com r~ 94 _ ` u ~ ~':t~'-~~~4a~':.~ {y5 ? r:^}~~ ' F~~ F .j . cP cPcP c.f~ rP cP cPCI'~rPcPCPcPcPcJ, rPcP cP ;_.y,,. KFM` '41ar z+ . d F ~ . i. R. . . . . . ~4..,. . .._,....a.. ......,z..-.~.. ~3.:. ~a a 4 ~ . .5 . . f7lt)iA~ h ; 3 z , PRODUCrl-j WARRA?fT~' K=~1 4 1Q ap Terms of Coveraee 3. Qualifications t~t~ APT warrants that our piping syscems, if installed A. Use of complete AP'I' systems~uicl~u ~ t in accordance with out ublished installaTion ' P sumps, fittings, and boots instructions, will be free from manufacmring b~ ry cerufied~~ defects for a period of 30 YF.ARS. Seller will repair B. Must be installed by a facto or replace, at its' option, parcs verified to have C. APT warranry form must be registered,wt : k manufaccuring defeccs. Seller will reiinburse Lapproved LABOR COSTS For repair or r~ ~~k 3 replacement of defective produccs. Warranty also Z~~' 4_ Exclusions covers remediation of up to $2,000,000 FOR ENVIRONMENTAI. DAMAGE caused by A. Accidents, Acts oF God, Neglig'enee, " APT system failure. The system must be installed Consequential Damages. "t ~ using all available APT products, installed by B.THE WARRANTIES DETAILED;AB 4'. ~s f factory certified installers, and an APT warranty ARETHE ONLYWARRANTIESYvIADFt.• ~ form must be submitted. THE SELLER AND: ARE EXPRES$ LIEU OF ALL, OTHER `WARRAN, Tsroe of~ Coverage , ,t A. Pazts and Labor - 30 years . ~'~SED: OR IMPLIED;5INCT.~T ~ g = ~ MERCHANTABILITY AIVD FITNESS~FOFZ ~ B. Pollution liability - environmental damage. $2,000,000 Iimit,0 deductible A ~'wih'aflt" i 4 W :Nt . , r,~ h 41b . . . . . . . _ . . . ' . . $ } 8A:`14 . . .DO SPECIFICATIONS. D SAMPLE OUTER TANK SAMPLE OUTER TANK DIMENSIONS (inches) DIMENSIONS (inches) GALLONS DIAMETER LENGTH APPROX. GALLONS DIAMETER LENGTH APPROR WEiGAT (lbs.) WEIGHT (Ibs.) - 186 48 54 1750 4.000 90 174 12.300 ~ 250 48 68 2,106 5.000 102 - 168 13750 300 50 72 2,350 6.000 102 198 15,500 500 60 76 3,100 8,000 102 258 20,000 560 60 84 3,350 10.000 102 330 24,500 1.000 54 T38 3,800 12.000 102 390 28.000 1,500 70 114 5,500 15,000 126 312 34,500 2,000 70 150 6500 20,000 126 414 39,500 2,500 70 186 7,900 25,000 126 516 49,000 t 3,000 70 ZZZ 9,000 30,000 132 565 74,000 SAMPLE OUTER TA1VK DIMENSIONS (iuches) . . ~ • ' GALLONS LENGTH WIDTH HEIGHT APPROX. WEIGHT (Ibs.) ~ 186 44 44 - 55 2,100 250 117 36 36 3.100 250 78 50 36 2,800 500 140 51 36_ 4.900 . _ _ !49 6.100 • , ~ • o I.000 IZ? 72 36 4,300` _ 1,000 88 72 50 3,800 1,500 124 88 43 5,400 2.000 140 86 50 6,300 ~ 2,000 140 72 60 6,100 2,500 140 88 60 7,000 3,000 250 72 50 10,900 _ 3,000 117 102 72 8.800 4,000 331 72 50 14,100 4,000 154 102 _ 72 10,900 j1 5,000 336 72 60 15,600 5,000 191 102 72 13,100 6,000 402 72 60 18,400 ~ e 6.000 ux iaz 72 15.200 ft,000 370 102 50 21,500 5,000 302 102 72__ 19,400 10.000 460 102 60 26,300 ~ IU.060 _ 376 102 72-_"_- 23,700 f 12.000 451 102 72 27,900 15.000 386 102 102 36.500 i - - - - 19.000 462 102 102 42,900 i' Noce: ConsW[ manufacfurcr far exact dimensions."'eigh[s shmvn may Nary. FIREGUARDO: THE ONLY TANK THAT MEETS ALL OF THESE STANDARDS ~ • UL 2085 Listed as both a°Protected" and a"Fire-ResistanP' AST • Ballistics protectio¢ per L1FC Appendix II-F, and per UL2085 • UL Listed Secondv-y Containment comes standaEd with every tank • Impact protection per LIFC Appendix II-F, and per LJL 2085 • Both the Inner and Outer steel tanks are built to UL standards • Califomia Air Resources Boazd (CARB) testing requirements sm~. • Uniform Fire Code UFC - Appendix lI-F as a"Protected Tank° for air emissions , • OL 2244 ;.boveground Flamma6le Liquid Tank System - Stee] Tank Instimte (STI) StnnAard F441 for Thermally Insu,e:trd .46ovegrour:d Stor.ige Tan6's • National Fire Protection Association (NFPA) 30 & 30A dl~ comes with a 30 , i is~ b. ei i , third-party, - 2 i ocated owner STI's d•p• d• p• i ,i on standard - r~ PERMIT C'QI q'-~5 Y t~ F EAGAN , PeRMir TvPe: q- I~ qq \ 3830 Pifot Knob Road B U I L D I N G Eagan, Min nesota 55123 Permit Number: 0 2 4 5 0 6 (612) 681-4675 Date Issued: 0 9 j 0 9/ 9 4 SITE ADDRESS: 1340 WE5COTT RD L07: 14 BLOCK: 26 SEGTION 22 DESCRIPTION: a B"ilding'.eermit Type PUBLIC FACILITY ~uilding Wtiar.k Type TENAN7 FINISH ~ f ' t, % ~ . 1!773 • ~ ~ ` ~ ~ ~ ~i~ i ;t`j,.' REMARKS: FEE SUMMARY: VALUATION $122,000 Base Fee $716.50 Plan Review $465.73 Surcharge $61.00 Total Fee $1,243.23 CONTRACTOR: - Applicant - OWNER: J 5 CA7ES CpN5TRUCTION 24786050 qAKOTA CtlUNTY 300 HWY 55 1940 WESCOTT RD HAMEL MN 55390 EA6AN MN (612) 478-6050 I hereby ack-n-awledge that I have read this application and sCate that the infarmation is correct and agree to cb p.l-y with all applicahle State of Mn. Statutes and City of Eegan pr aes. ~ J P ICANT/PERMIT E SIGNATURE ISSUE Y: SIGN CITY OF EAGAN a ~{3 ? ~ ~ ~ 1994 QUILDING PERMIT APPLICATION 681-4675 SINGLE & MULTI-FAMILY 2 sets af plans, 3 registered site s , ~y^~o energy calcs. AUG 15 1g94 COMMERCIAL 2 sets of architectural & structur 1 plans, 1 set of specifications, 1 copy of energy c Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date Val uati on of work 0 'z> o~ r- ~ Site Address: STREET SUITE V! Tenant Name: (commercial only) LOT BLOCK a` SUSD. P.I.D. ic c'J"c'Ci{r' Descri tion of work: The applicant is: ? Owner A-16ntractor ? Other (Describe) Name _ Phone Property LAST FIRST Owner qddress STREET STE # City State Zip Company„~-S . C.A Ti~5 G Phoney7~-~ oS J Contractor Address?~o License # Exp. City State Zip -~i.~3Yv Architect/ Company 91OG C_r2!Q'M Phone ~ 5- Engineer Name Registration # Address ~"e~~ T~/71?~ City State /VA_~ Zi~ Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the inf ion is correct and agree to comply with al~~-rc~le State of Minne t and City of Eagan Ordinances. Signature of Applicant: ' OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 16 Basement Finish 0 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. ? 17 Swim Pool ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory ? 18 Comm./Ind. ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace ? 14 Comm./Ind. Misc: ? 05 5F Misc. ? 10 Multi. Add'1. ? 15 Deck ;0, 20 Pu61ic facility ? 21 Miscellaneous WORK TYPE 11 31 New ? 33 klterations a 35 Tenant Finish ? 37 Demolish ? 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. MWCC System (Allowable) lst F1. sq. ft. City Water UBC Occupancy 2nd F1. sq. ft. PRV Required Zoning Sq. Ft. total Booster Pump # of Stories Footprint 5q. ft. Fire Sprinkler Lsngth On-site well Census Code Depth On-site sewage SAC Code 30 Census Bldg i APPROVALS Census Unit n Planning Building Assessments Engineering Variance RECIUIRED INSPECTIONS ? .Site ? Footing I$ Framing ? Insulation ? Wallboard ? Final ? Draintile ? Fireplace Permit Fee vetuac;p,: g427 O~ Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ued. Trails Ded. Copies Other Total: SAC % 5AC Units _110~~ 2006 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX 9 651-675-5694 a . • . . , . - • SUUdurel Plans (2) sets • Architectural Plans ' (2) sets • Architectural Plans (2) sels • CivilPlans (2) • StructuralPlans (2) • CotleAnalysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • CodeAnalysis - (1) • LandscapingPlans (2) • KeyPlan (1) . Project Specs . (1) . Code Anaysis (1) " • Master Ezit Plan (1) . Spec. Insp. & Testing Schedule " • Certificate of Survey (1) . Energy Calculations (1) not always"' • Soils Reporl - (1) • Spec. Insp. &Testing Schedule (1) " • Elec. Power& Lighting Form (1) not always" . Meter size must be established • Meter size musl be establishetl • Meter size musl be established-if applicable J . ProjectSpecs (1) 1 • Energy Calculations (t) J • Electric Power & Lighting Form (1) " J J • Master Exit Plan (1) ~ J . Emergency Response Site Plan (1) J . Sails Report (1) 1 . SAC determination - rall 651-602-1000 . SAC detertnination - call 651-602-1000 • SAC detertnination - ca11 6 51-602-1 0 00 . Fire Stopping Submiltals • Fire Su ressionlAlarm Plans CaII MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Con[act Building Inspections for sample and if required Permit for new 6uilding or addition wil] not be pracessed without Emergency Response Site Plan. Date._~ /T 3 Construc[ion Cost ~e7~ 635. SiteAddress 6J¢YCOtl L'tr r 13Yv AJea Fa4 UniUSte # Tenant Name Forrner Teoaot Name ~ Description oF Work E x'tp~, 'r &f c t r r n ~r Property Owner 2)~k tl La ~x '~v Telephone # ( ) Applicant is: _ Owner V_/ Contractor Contact (651 ) G 34. - G 97 `j Contractor T[Q <7a~(kers l PA 0-)er Z Address 84Y Z''`Q .rfr~~'F SW Cih' Sta[e /(/(IN Zip Telephooe#(GSO Arch/Engr Z. r _ c ~J " k ( ( ~ Registration # Address 'e-S'o(~ r'{'J-eet City State /u Zip S S N12 Telephone #()G3) S y{` 2 Y . Licensed plumber installing new sewer/water service: Phone ( ) I hereby apply for a Commercial Building Permi[ and acknowledge that the information is complete and acwrate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a peanit; that the work will b in accordance with the approved plan in the case of work which requires a review and approva] of plans. A/I 71 VI J P 4~°10 ~ App icanYs Printed Name Appl' anYs ign re DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 6 Public Facility ? 30 Accessory Building ? 14 Apartments 7 CommerciaUlndustrial ? 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility D 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish(Bldg)' ? 43 Reroof ? 46 Wndows/Doors ~ 34 Replacement "Demolition (Entire Bldg only) - Give PCA handout to appticant Valuation d dilllo Type of Const Width Plan Rev 100% " 25%" Occupancy ~ MCES System SAC Units Zoning City Water Nbr. of Units Stories Booster Pump Nbr. of Bldgs Sq. Ft. PRV Length Fire Sprinklered Required Inspections _ Footings (new bldg) _ Fireplace _ R.I. _ Air Test _ Final _ Footings (deck) _ Insulation _ Footings (addition) _ Sheetrock Foundation Final/C.O. _ Drain Tile ~ Final/No C.O. _ Driveway Apron _ Other Roof lce Pr Decking _ Insul Final Pool Ftgs Air/Gas Tests Final ~ Framing _ Siding _ Stucco Lath _ Stone Lath _ Final W indows Final C/O Inspection: Schedule Fire Marshal to he present. _ Yes _ No Approved By: Planning TM M Building Inspector ~-y------- Base Fee l 3 • ~Y Surcharge 00 Plan Review SAGMCES SAGCity SIW Permit SIW Surcharge Treatment Plant Financial Guarantee Treatment Plant (Irrigation) Storm Sewer Trunk Park Dedication Sewer Lateral Sewer Trunk Trail Oedication Street Water Quality Water Lateral Water Trunk Water Supply & Storage (WAC) Other Total `H 9 ~i8• 7.~ i - - a~4~i ~ ~ ~ i City of Ea~aIl I PertrntS ~ 3830 Pilot Knob Road j Permit Fee: I Eagan MN 55122 Phone: (651) 675-5675 ~ Date Received: j Fax: (651) 675-5694 i ~ . . ' I Staff: ~ -----------------I 2008 COMMERCIAII. PLUMBING P/p•MIT PPPLICATION Date: Site ddress: Tenant: V V- Suite ~ PROPERTY Name: Phone: OWNER CONTRACTOR Name: License#: PIA ' Address: ity: ~C411114 State:AA#NZip: ~t, Phone: r/~6?~ Contact Person:' & TYPE OF New Replacement Repair thlebuild Modify Space Work in R.O.W. WORK y~s~ Description of work: I PERMIT TYPE COMMERClAL _ New Constructlon Modify Space _ Irrlgation System yes no) RPZ PVB) • Rain sensars required on irrigation systems • Avg. GPM _(2" turbo required unless smaller size allowed by Pu61ic Works) Meters Call (651) 675-5646 to verity that tests passed prior topickino uo meter. Domesiic: Size & Type Fire: Size & Price 3!4" meter 783.00 Avg. GPM High demand devices? _Yes _No FWshameters _Yes No PRV Required - Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR contreet vaiue $ x 1% _ $ i_ OPermit Fee Required on ALL new buildings and boulevard irrigation systems Radio Meter Read - If Permi[ Fee is less ihan $1,UOQ surcharge is $.50 Meter(s) - If Permit Pee is >$1,000, surcharge increases by $50 for each $1,000 $1,000 Permit Fee (i.e. a$1:001-$2,000 Permit Fee requires a$1.00 surcharge). State Surcharge Following tees apply when installing a new lawn irrigation system. $ water Perrni[ Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ Slate Surcharge TOTAL FEES $ I here6y acknowledge ;hat this information is complete and accura[e; that the work will be in conformance with the ordinances and codes ot the Cify of Eagan; that I understand this is not a permit, 6ut only an application for a permit, antl work is not m start withow a permit; that the work will be in accortlance wi the appmved plan the case ot work which requires a review and approval f plans. X X AppiicanYs Prin ed Name Ap nt s i t.re ! FOR OFPICE SE Approved . Date: - Required Inspections Under Ground Rough-In Air Tesf ' Gas Test Final Page 1 of 3 ~ For oNicg use ~ Pe~mn City of Ea~aIl i ~ 2z6 • i j Permit Fee. 3630 Pi1W Knab Road I ~ Eagan AAN 55122 ~ Date Received: ~ I Phone: (651) 675-5675 i i Fau: (651) 675-5694 i Srae: i 2008 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* oate: sne naa?ess: 13% ~St'oZr Z'V raneM: 1o,4*'vrA 6;e.c~i k~55C.7T Gi i441zy suiroe PROPER'TYOWNEH Name: ~41ki_J'7"/{ &"?y (JZ61-0M) Phone: lo:Sl Address / Ciry / Zip- Applicam is: _ Owner _x Contractor L#~~ c'CiyYi fs 'lliY~~D tAOtOS TU GA?4:9CE TYPE OF WORK Description of work: U A5AbW R Constructlon Cost:-3 V_O OOCs Istimated Completion Date: CONTRACTOR Name: MP~g4e~~•l) Licerse Address: l& ciry: 6L~K state: NA' zip: ~3-30 Phone: /&3 ;zW3,'W_7 Contact Person: D,*,46: FlRE PERM(T TYPE WpRK TYPE _,J~ Sprinkler System of heads _ New - Fre Pump -Addifion Alterations - Sfandpjpe ~ Remodel Olhef: OUier: DESCRIPTION OF WORK: _ Commeraal _ Resideiroal ~ Educational FEES #50.50 Mlnimum (indudes State Surcharge) OR Comract Vame x 1% Permi[Fee - If Peim it Fge ic ips tAmi 51,000, surcharge is $.50. - It Permit f-~ is > $1,000, surcharge increases by $.50 (or each ' sV State Suroharge $1,000 Permit Fee (ie. a$1,001-$2.000 Pertnil Fee requires a$1.00 surctarge). $ TOTALFEE 314• DisplacemeM Fre PAeter -$183.00 $ Fire Meter $ S ;~O. SZ~ TOTAL FEE "Requirements: 2 complete sefs of drawings and SpeciNCations, cut sheets on materials and componenta to be used I hereby applY for a Fire Suppression System pertnit and adcrowledge Mat Ihe iMortnation is conplete ard acwrate: Met Me worlc w10 be in Corrformance wRh the ardinances and cades of ihe Ciry af Eagan and wiTh ihe Minnesota BuikgrglFire Codes: tliffi I underStarM this is not a permil, bu[ only an application tor a permit, and work fs not to star[ wf[tiout a permit ihat ihe work vrill {n accordance with the approved plan in the cai;e af vroric which requires a review aiW approval oi plans. x>A-Ill) C'ak-WR' x( ApplicanYs Printed Name AppllcanPa Signalure FOR OFFlCE USE REQUIRED INSPECTIONS _ Flydrostatic _ Flow Alarm _ Drain Test ~ Rough In _ Trip _ Pump Test _ Cenhal Station ~ Fnal Condirions M Issuance: Permit Revierredv"L_~~_ Date: Lp / / / o U NOV 0 3 2008 -G City of EalaIl CA C-1.k- 4 p4n lj ~(i/Cl • ~ Permit i r j Permit Fee: 3830 Pilot Knob Road I'qjj~L' ---o i i Eegell MN 55122 Date Received: Phone: (651) 675-5675 FeX: (651) 675-5694 Staif: -----------------J 2008 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Uate: 9/25/08 Site Address: 1340 Wescott Rd. Eagan, MN 55123 Tenant: Dakota Library - Wescot[ Suite PROPERTY OWNER Name: Dakota County Phone: Address / City / Zip: Applicant is: _ Owner _ Contractor TYPE OF WORK Description of work: Installation of C02 system into a Book Dispensing Machine Construdion Cost: $7,487.00 Estimated Completion Date: CONTRACTOR Name: Nardini Fire Equipment License TS00686 Address: 405 County Road E W Ciry: Shoreview State: MN Zip: 55126 Phone: (651) 483-6631 Contact Person: Adam Hilbelink FIRE PERMIT TYPE WORK TYPE _ Sprinkler System of heads New Fire Pump _ Addition Alterations Standpipe Remodel ,40ther. Eit's o~ r\ Other: DESCRIPTION OF WORK: _ Commercial _ Residential ~ Educational FEES $50.50 Minimum (includes State Surcharge) OR Contraci Value $ 7,487.00 x 7% = g $74.87 Permfl Fee - If Permit Fg is less than $1,000, surcharge iS $.50. - If P r i Fee is a$1,000, surcharge increases by $.50 for each 0.50 Stete SurChafge $1,000 Permit Fee (i.e. a$1,001-$2,000 Pertnit Fee requires a$1.00 surcharge). g $75.37 TOTAL FEE 3/4" Displacement Fire Meter -$783.00 $ Fire Meter $ tte_ TOTAI FEE "Requfrements: 2 complete sets of drewings and speci}icatfons, cut sheets on materials and components to be used I hereby apply for a Fire 5uppression System permit and acknowledge that the information is complete and accurate; thal the work will be in --conlormance with the ordinances and codes ot the City ot Eagan and with Ihe Minnesola Building/fire Codes; that I urderstand this is rwt a pertnit, but only an application tor a permll, and work is not to start without a permit; that ihe work will be in accordance wiih the approved plan in the case oi work which requires a revlew and approval of plans. X Adam Hilbelink x AppllcanYS Printed Name App7 cani's ignature _ , , FOR OFFICE USE REOUIRED.INSPECTIONS . Hydrostatic FlowAlarm 'Drain Test ~ Rough In Trip Pump Test _ Ceirtrel Station ~ Final Conditions of Issuance: Permii Reviewed by Date: IL / ~ / ~ ~ ~ S`alz;;~ 7Z e-n 6,v/k 77rr-t. J~o 4,7 ~ INTERNATIaNAL TEST & BALANCE1 t?VG. W1 73rd tavenue Norjh; Suite E-8 Minneapolis, MN 55428 Voice (763) 538-8882 Fax (763) 533-8983 FAN EG2U[EM NT pROJECT P1AME:L_~F'!5'"" p ^ e., . LOCATION: pAC3E I.r. B. PROJECT TEGHNIGIAN: DATE: SYBTEMSF - ~ LOGA710N: CE . sERVING: ~l ~ST V H ~ °1 cccl IRE~ U IN(.E1' FRE53URE: M~- ~FpG?l1RER: ~ p16CHARGE PRES~IRE, rN° Glhffi non/1-~)IVMP,~I~IF~fJTSC, . . ' MODELNO: '1 TYPE: -N'' ~ a - 3ERIALNO.: . , FANSHEAVE: . . ~I ~ . f~tO.FltTER~E/SJZE: MOT~R91-fEAVE: ~/-Lln~' • C~N'CEFZ TO CENTER DIST:I ~ ' BELT SFZEf~.U+ANTlTY: • L . . . p . . . . - ' hAANl1FAC'R1REF . 5~3^ ~:TN . . . . . . . . . . . FRAME: .HpFtBEPOYVERr . - , , . SEfiVICE FACTOR: . . SIZE: MANl1FA~Tt1REFL• ~~RAT(NC3. " STARTEEZ.9IZE:. . . . . . . . MEASUREE) PERFORMR~N ~S~TA ,qCTUAL , : . Il`EM DES1GN CFM ; 3YST.EM TOTAL'bFM: ~ CFM RE L1Rh1 AIR CFM: GFM . bUTDO6RAlR'CF_~-. . ~-'CFM , oUTLET TOTAL CFM; MIWATER T,F.S.P.: RPM : FAN RPM: RPM I7-.y MOTOR. RPM: _ VOkTS t ' VOLTAGEIPHF~SE: s 6 ?;MPS. ' AMPERAGE/PN,4SE: ~ V---~-~ BHP IBRAKP HORSEPOV`1ER; CrhT 8Y: pUCT TR;4VERSE . FLOVVHOOD TSIH0IWIRE Ro7ATING VRNE . _ ADM 870 ' INTERNATIONAL TEST & BALANCE, INC. 840173rd Avenue, N. . Minneapolls, MN 55428 . . Voice (763) 533-8882 Fax (763) 533-8933 AIR DUTLET TES7 REPORT - JOB NAME: w"S LOCATION: I.T.B. PROJECl ! (a$g - ~ SYSTEM: S~- I - PAGE TECNNICIAN: oF - . DATE: OUTLET DESIGN I PRELIMINARY FINAL VEL. oR VEL. oR REMARKS AREA SERVED NO. 'iYPE SIZE AK VEL CFM CFM CFM VEL CFM V~T 1 bwCt.- 0 1 a~ ln~x4~ 1~vt~ l~`~o ~l o Z btN (o~o Sa0 3 ~{w 00 Syo w Vsa 6 0~ -uw zA~3a 2 I /ol INTERNATIONAL TEST & BALANCE, tNC. Sq;pl 73rd Avenue NOrth, Suite MinneapQlis,. MM 55428 _ voics (xss) saa-sssa Fax (763) 533-8933 FAN EC~U[PM -NT L~ s c~ PROJECT NAME: LOCATION:T__" I.T.S. PROJECTffi: TECHNIGIAN: DA7E: 0 4k!S*t.Mt .SYSTEM#: T1~iV' I f. LOGA710N: ~ilv~ •^`-"'~~~~'~~T~ . . . SERVIhiG: P~~~c?~^'~ ~ r.i ~-rnTEr PRES~ . Z~ . : ~ ` INLE7PRE3sURE: . o~. . DIBCHARGE PRESnRE% MRNUFACTUR~ ~ . . . . ncniF('OKAPdN9 3 S- FAN SHEAVE: ' NO.FlCTERSI'TYPEISjzE: . MOTOR$~~VE: . ' CENTEft TO CENTER DIST:.- - . ' . BELT SIZFJGI.EIA~TITY: . . . . RER:` . d . . ry1,4NUFACRI . . FRAME: . HOF'tSEPOINER:- , . . . . . . . gERVICE F0.CTOR: . . . , . _ SIZE: . . . . . . . ' . MANUFA(%CUREFt: " STARTER SIZE:. MEp,SURED PERFORMAf`fCE DAT'°' ~CCTUAL ' . DEStGN UNlTS I ~ ( ' ITEM CFM . SYSTEM TOTAL bFM: ' CFM RE7URNNRCFM: GFM u bUTD00RA1RCPM: • CFM bUT4ETi'OTALCFM: IWVdATER . . T.F.3:P.: RPM : FANRPM: RPM. 1 P)~ ~Ff~' ' MOTOR RPNf: VOk.TS VOLTAGE/PHASE ~ ! p;MPS ~ AMPERAGE/PHAs;_._... BRNKE HORSEPOt(VER: CFPA BY: DUCT TRAVERSE Ft.olNHOOD T51 HOT WIRE . ^ FtOTATING VANE ADM 870 ~ tmOW-- rl01140 U~l ~ ~ z ~ ~ ,I, 44.2-- 0 INTERNATI 840773 a AEST v & B N~NCE, INC. Minneapolis, MN 55428 Voice (763) 533-8882 Fax (763) 533-8933 . AY AIR OUTLET TEST REPORT J08NAME: LOCATION: ~ I.T,B. PROJECT.#: _ pqGE~oF SYSTEM: TECHNICIAN: FINAL DATE: DESIGN CFM PRELIMINARY REMARKS OUTLET ~E~, oR VEL oR . ~ ~ CFM CFM ~ ARE.A SERVED . NO. TYPE SIZE AK so ~lE? bZ`/ ~ IDXb SC. Z u~. 2.rS Z 03zr 3 12xg 4AX9 ~W 50 033 Ljn.rEr~ ~N~ ~x lW ~ .zZ ~~z r~ t8f qo 191 kJv,r~..J ! b. ,N'~,,/ L 150 Sb i?,,~ 51~. Z l rIN 2`~xl Z,lo S -rw . INTERNATI 840A~ A~T & B N~'NCE, INC. G Minneapolis, MN 55428 •&933 Voice (763) 533-8882 Fax (763) 533 . VAV AIR OUTLET TEST REPOR ~I i naa P t~ JOB NAME: ~ LOCATION: I.T.B.PROJECT.#: i~ V~,s 2. Floe~iL-- PAGE ~ oF ~ SYSTEM: TECHNICIAN: F1NAL DATE: OUTLET DESIGN CFM VEL. oR VEL. PRELIMINARY oa REMARKS AREA SERVED . NO. TYPE SIZE AK MIN MAX CFM CFM MIN MAX~ 300 l~~f~ P'v Z- sS co tk)° v i 29 S 1~ 3~,c> l lL10 11&6 19 tio AJ yNv o y4o , m, 20 l l Id ~ 44U 4 ~ Z uYo y 6 + 2cS0 1o ~ Tia~-- IC, ZCD S~O v 3s), 2 ta r~vt S S~'D 10" ~ I+ov ~-2•2 r~,> bco G2,M - 2i b u~' 2ls ~ (9u1 W fyr'`J krt) ~GC.? 1nFm - *Wsj , . . / INTERNA710NAL TFST & BAl-ANCE, ING 840173 Avenue, 85428 , . Mlnneap is Voice (763) 633-8882 Fax (763) 533-8933 . AY AIR OUTLET TES REPOR7 J08 rvamc ~ ~jll~' LOCATION: 1.7.B.PROJECT.#: Z PAGE, oF SYSTEM: TECHNICIAN: FINAL DATE: DESIGN CFM PRELIMINARY REMARKS OUTLET - VEL aR VEL. oa . Mpx CFM CFM MIN M~ AREA5ERVED . ~O. -~yPE SIZE AK MIN Ss~~ 22 °I aU ~90 caD 3,~~ 9S 3w z~~ a~ ~w f ~ ?.~a 2-°s Z°S cv 1 m- zX~ Z- fo ~b . F ~~v SU 1a~ 3Sa ~1~~ .12 ~ 35. 7v 1 0 ~ V4V u ~lU . 15~ Z`(o yo v2v lw 110 1g 3 ~ z~ 830 Zti`~~ F-ST , INTERNATIONAL 840 73Td AvanueB, N~NCE, INC. Minneapolis, MN 55428 Voice (763) 533-8882 Fax (763) 533-8933 . r--- v eiR OUTLE7 TE T R PORT J06 NAME: 92 LOCA710N: / I.T.B. PROJECT.#: vu PAGE --LOF SYSTEM: A TECHNICIAN: FINAL DATE: DESIGN CFM PRELIMINARY REMARKS OUTLET VEL. oR VEL. oa MIN M~ AREASERVED NO. TYPE SIZE AK M1N MAX CFM CFM 2!0 ~ 3~- - Z9~u-. m - Zof 1~ S~ `fb ~ -s~J 28~ 36w 3 _ Zf J~~{ ~ - 03 b 2 S-O - Gc3 2c.~ - ro ao Z W 3Cip ~VA) 123~ 30 2O0 u ~ Zy' 1 Z~v 2`I~ S,ai) ftwfl 2-50 2yS' ~Z -20~ 7 ~ 6 Z'~o 2~ z30 230 2FlS' ZSO ~n 2~S - 21 i. ~ 2 2&j KU. ~ 310 .~pZ)q&`/`s fNTERNATI $40 73 d A~ & B N~NCE, INC. Minneapolis, MN 35428 yoice (763) 533-8882 Pax (763) 533-8933 , ' VAV AIR OUTLE TEST pMRT . ,Jp6 NAME: ~ LOCATION: I.T.B. PROJECT-#: w"- PAGE~ OF SYSTEM: V TECHNICIAN: FINAL . DATE: DESIGN CFM PRELIMINARY REMARKS OUTLET VEL. oR VEL. oa MIN M AREA SERVEO NO.n,PE SiZE AK MIN MAX CFM CFM 2-'L - - - O 3ao-. - - - - Zc~v 1 ~n ~ 3 i S 3 l0 3~ 2. ,~1 t~3o y ~O 2~i . . cA S3o ~ 2-o Lfw s~v `"12v z 3 ~ 3,V0 60 9 ° ~u ntt-- aYxJ 50 Z! y I~ 3tJ IDBcJJ ~ IN7ERNATIONAL TEST & BALANCE, WC. 840179Q'~svMN b5428 Minneap Voice (763) 533-8882 Fax (763) 533-8933 . VAY AIR OUTLET TES REPORT ~ ~'Srfs~"' J08 NAME ~w - ~N LOCATION: F ~ n1~1t~n1~ ~ ~ 7 I.T.B. PROJEC7 pACE__ oF SYSTEM: TECHNICIAN: FlNAL DATE: DESIGN CFM PRELIMINARY REMARKS OUTLE7 VEL. oa VEL oa AREASERVED . NO. 7yPE SIZE AK MM MAX CFM CFM MIN MAX D 6 "L-lS 2lod . I Zb0 2~r -7, Z 5; 1 y} z~n 2Ggo 2SSS S 2~0 ~ 23s . - b o ~ i63o . r ° Zo +-~-o ~ ~ zz~ fD n~ k~uv~ Z3S 2130 2Z~ Z ~ N No i L N a 360 LOO Z 3Sa 3S~ Qhn -2u1 340 2ho 3`~o ~S 2zo ~15v Z.`~.o _ Z 1,90 3 25a -z-~ 2"`' N i 30o tft~d iu~ ~ 3 tb 3i7o INTERNATIONAL TEST & BALANCE, INC. 840'173rd Avenue, N. Minneapolis, MN b5428533-8933 Voice ('763) 533-SSffi Fax (763) . . . VAY A1R OU7L T TES REPORT ~sc~ssr-b- L~l3~A t juenrME.~-ca'tnJ LOCATION: ~ LT.B. PROJECT.#: ~ PAGE ~ OF SYSTEM: - TECHNICIAN: FINAL DATE: DESIGN CFM PRELIMINARY REMARKS OUTLET VEL. oR VEL oR . ~ MqX CFM CFM MIN M~ AREA SERVED . NO. -~yPE SIZE AK MIN Z~-v DSd 3 ,M 3~a Z 3r0() 3$r 34~ l, 6 0 _ lC 39 . s lz.~ - ~ Z_ Otu ~vfl rz~ f~ c~ zsz~ ~ z l~o - 20 ~ c. ' 1. SRO ~ SZv ~ 2-ZU 3 9 f ° nry - 2v~ t 1 A1) 380 t~ 385~ 3(00 3t0~ ls-Pd ~~v y ~ ~~rtE~~ INTERNATIONAL TEST & BAL-ANCE, INC. 840173rd Avenue, N. Minneapolis, MN 53425 533-8933 Voice (763) 533-5882 Fax (763) cORT VAY~ TEST R JOB NAN1E: ~ . LOCATION: I.T.B. PROJECT.#: pAGE_LoF-~- SYSTEM: TECHNICIAN: pINAL OATE: ppSIGN CFM PRELIMINARY REMARKS OUTLET VEL. oR VCFMR MIN M~ ARFJ+SERVED . NO. TyPE SIZE AK MIN MP.~ CFM 2 2~ yso 18oa o -r I~S~ Zl~ /Sv~ xiq 2.33 2co ~In v+R~1 2-"~'3 19Uo Er~E l saiL.I~'~ r.~ 64L 1" - ~ INTERNATIONAL TEST & BALANCE, INC. 8401 73RD Avenue, N. Mlnneapolls, MN 55428 VOfGE(763) 533-8882 FAX(763) 533-8933 - . ATER 8A NCI G S ATI N TE R POR . JOB NAME: LOCA7ION: I.r.g. PROJECT#: SYSTfM: pp~E-ZoF--~- ?EGHNICIAN: . DA7E: . ..ACTUAL . SPECIFIE~ REMARKS . . LOCATION GPM SIZE SIZE SETTING DELTAP GPM . . . C.L.1 I ~UU ~o (00 3 /y" ~ `-1 U C. . " . ~U 3 ~ 3 Z; •ZO , . . ~ - - - - - i City of Eapn ; Permit # I Permit Fee: 3830 Pilot Knob Road i ~ Eagan MN 55122 I Date Received: I Phone:(657)675-5675 i Fax: (651) 675-5694 1 i Starr: i L 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date: lc~ ~ O Site Address: 13 L/C) V?CS Co * EfX, Tenant Name: WC'S Cpif L6mC`/ (Tenant is: New /-X Existing) Suite ~ PROPERTYOWNER Name:COVC~~`l ~ 5co)e j-eXrn Phone: Address! Cify / Zip: r~ , /v\JV Applicant is: _ Owner _ Contractor TYPE OF WORK Description ofwork: t 1e fdON~ -e MGUe- I Construction Cost: /v (JO CONTRACTOR Name: /,/\e «1 ~C' C License Address: ~ 0+o~ I ,E[icL r~q,(\ S+. N L, City: - & s~ &-+ke I State: 4 t/ Zip: -5 J 0 t 1 Phone: ContactPerson: G(k 1'eoL e(' ARCHITECT I Name: Vr/ /p rh r-\ Registretion ENGINEER qddress:-3'L'0 91J. City: E6L50.t\ State: //\?V Zip: SSI-~ I Phone: (nE l- ContactPerson: ~T~Je KhUfC0~ Licensed plumber installing new sewer/water service: Phone NOTE: Plans and supporbng`documents thatyou submifare consideietl to be public 16fpmra6on.,' Porfiorrs of 'the informafron ma'y` be cJassifed as.non-pubfic ff you.provide specff"ic reasons fhat would permiC fhe Crly:to i',,~'(am condudethafthe"aretradesecrets: 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 witfiout a permit; that the work will be in accordance with the approved plan in the case of work ich requir7777 af plans. x ~,c.~i.'j x ' / App ic anYs Printed Name ApplicanYs Signature Page 1 of 3 . • DO NOT WRITE BELOW THIS LINE r SUB TYPES _ Foundation Public Facility Accessory Building Apartments ~Commercial/lndustrial ExteriorAlteration-Apartments Lodging Greenhouse / Tent 6cterior Alteration-Commercial _ Miscellaneous Antennae _ Exterior Alteration-Public Facility WORK TYPES / _ New v Interior Improvement _ Siding _ Demolisb Building' _ Addition _ Exterior Improvement _ Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Salon Owner Change `Demolition of entire huilding - give PCA handout to applicant DESCRIPTION TD/L67 A-4004 Xe;?-4°0EZ-. / Valuation /O1OO0 Occupancy A' 3 MCES System ? Plan Review ? Code Edition Zo0 ? IHSBG SAC Units D L'XlSTiNG 40,?4 . (25%_ 100%-!6 Zoning lk City Water ? Census Code Stories Booster Pump # of Units ~ Square Feet PRV # of Buildings ~ Length Fire Sprinklers V/ Type of Construction y•~j Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final! C.O. Required Footings (Addition) ~ Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: _Decking _Insulation _Ice & Water _Final Pool: _Footings _Air/Gas Tests _Final ? Framing Siding: _Stucco Lath _Stone Lath _Brick Fireplace: _Rough In _AirTest _Final Windows Insulation Retaining Wall Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes /No Reviewed By: Buifding Inspector Reviewed By: ~j • , Planning COMMERCIAL FEES Base Fee Ii/. ? f Water Quality Surcharge S. ao Water Supply & Storage (WAC) Plan Review /2- 4. L~ Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water 7runk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral ParkDedication Other: P~+? 60O1 S• 00 Trail Dedication Water Quality TOTAL .3 u.- S9 Page 2 of 3 i For 08ice Usg_ C/ City of E~kai G(w, i Pertnit A. 3830 Pilot Knob Road Permit Fee: J JO Eagan MN 55122 Phone: (651) 675-5675 UIN $ 02009 j Date Received: j i i Fax: (651) 675-5694 ~ StaN: ~ 2009 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 3'DV -119 Site Address: kud cc/ We C L. Suite#: PROPERTY Name: _ Pt'~~°rq ~inn~n Phone: OWNER CONTRACTOR Name: G G ~i,unC /r/L wuG¢ Licenseu: 5 3 adares5: 3 0Y30 a lf A- caY:1 aKeoi& State:/'"/1' Zip: << Phone: ContactPerson: TYPE WORKF - New _ Replacement _ Repair _ Rebuild pModify Space _ Work in R.O.W. Description ot work: ~<r ~ i~ PERMIT TYPE COMMERCIAL New Construction Modity Space _ Irrigation System yes / _ no) RPZ PV ) . 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 oickina up meter. Domestic: Size & Type Fire: Size & Price 3/4" meter 203.00 Avg. GPM High demand devices2 Yes No Flushometers Yes No COMMERCIAL FEES: $50.50 Minlmum (includes S[ate Surcharge) OR cantreet vaiue $ ooo. oo x 1.% _ $ ~20• S0 Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 Radio Meter Read - If Permit Fee is less than $1,000, surcharge is $.50 Meter(s) - If Permil Fee is >$1,000, surcharge increases by $.SO br each $7,000 $1.000 Permk Fee (i.e. a$1,001-$2,000 Permit Fee requires a$1.00 surcharge). State Surcharge Following fees apply wM1en installing a new iawn irrigatfon system. $ Water Permit Call the City's Engineering Depariment, (651) 675-5646, lor required fee amounls. $ Treatment PIaM $ W ater Supply & Storage $ State Suroharge TOTAL FEES $ o SQ I hereby acknowledge Ihat Ihis infortnalion is complete and accurate; that the work will be in conlormance with the ordinances and codes ol the City of Eagan; that I unders[and this is rat a permit, bu[ only an application for a permit, and work is not to start vnihout a partnit; Mat the work will be in accordanca with the approved plan in the case of work xfiich requires a review and approval of plans. x ~Cd~t L! gQuc1- x~ C`l?hY~ Applicant's Printed Name Applicant s Signa~ FOR OFFICE USE Approved By: Date: 2 Q Required Inspections: _Under Ground _Rough-In _Air Test _Gas Test Final PRV Required: _ Yes _ No Page 1 of 3 Date: C!ty ef aall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Tenant: ,„,ca /20 (166---c/C• RECEIVED DEC 0 11010 Use BLUE or BLACK Ink Permit #: C:\--% 2-C\ \,c) Permit Feer-',, — —76 Date Received: Staff: 2010 COMMERCIAL \P�,LUMBING PERMIT APPLICATION 1b - Site Address: 1 410 `N'Ce-`j ' \ Suite #: PROPERTY OWNER Name: N{) f\ yiA TY Phone: CONTRACTOR Name: VSI®. \C(\ -kl License #: (E6r1 i 1 03 Y 1 Address: I / bb (.J /J . City: -I} _ 11/CA State: 1 / N Zip: SS36 Phone:' -263 636k- ? Email: \J)c) 1 ,,,eO16I . C tY\ TYPE OF WORK 7S New Replacement Repair Rebuild_ Modify Space — Work in R.O.W. _ _ Description of work.' r^ �0 te+13 ��QA S110> - 0 C� PERMIT TYPE COMMERCIAL New Construction Modify Space Irrigation System (_ yes /Ng 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: Q y� $55.00 Minimum (includes State Surcharge) OR Contract Value $ 5) 3 B34 OQ 1% Required - If the Permit Fee is Tess =s 6'' c6O Permit Fee Radio Meter Read on ALL new buildings and boulevard irrigation systems 4 = $ Npp 'A than $10,010, the surcharge is $5.00 = $ h Meter(s) N - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee 7� Permit Fee requires a $5.50 surcharge) = $ �' 0 V State Surcharge (i.e. a $10,010-$11,000 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 $___S : CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for pr damage. Call 48 hours before you intend to dig to receive locates of undergr•u 1 hereby acknowledge that this information is complete and accurate; that the work will be in co understand this is not a permit, but only an application for a permit, and work is not to start wit plan in the case of work yvhich reeuires a review and approval of plans. Applicant's Printed Name FOR OFFICE USE Required Inspections:-. Under Ground _Rough -In Air Test x Ap ction against underground utility 'tied i www.gopherstateonecall.orq nces and codes of the City of Eagan; that I rk will be in accordance with the approved V Require Page 1 of 3 Jan. 25. 2011 12:21PM Champion Plumbing 1-651-365-1332 City of Iiii 3830 pilot Knob Road Eagan MN 56122 Phone: (651) 675-5675 Fax: (651) 675-6694 No. 2481 Use BLUE or BLACK Ink For O(fce lis Parmil #: Permit Fee: `j^7. 06 Dale Received: Staff: 2011 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 1/4r/101t Site Address: 1 [.�-1•e.Ctv'1F1� A - Tenant; i4V,tA PROPERTY OWNER Name: IDs 1(.01 CONTRACTOR Name: Address: '3361 Phone: Suite #: Phone: /l%4Yl'l 1nG�f� License #: 171 } AA J C G City:yta.'Y Lin Email: TYPE OF WORK Chris' C. Statezip:j 6 1"2:3 _ New -i' . Replacement ` Repair Rebuild Modify Space Work in R.O.W. Description of work: iCt�DEi(c_ L,7 C (_410 t' Z• r PERMIT TYPE COMMERCIAL New Construction _ Modify Space Irrigation System L_ yes / _ no) (RPZ i 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 alckjg,q up meter, Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? Yes Na Flushometers Yes _ COMMERCIAL FEES: 555.00 MlnirrlSurcharge) 7C2 (includes State OR Contract Value $ 2r 7 ? • x 1% S_ 27, elf Permit Fee Required on ALL new buildings and boulevard irrigation systems 3 .$ Radio Meter Read - if the mit Fee is less than $10,010, the surcharge Is $0.00 .s Meter(s) • If the Permit Fee le ? $10,010, the surcharge Increases by $.50 for each $1,000 Permit Fee (i,e. a $10.010-$11,000 Permit Fee requires a $5,60 surcharge) _ $ • 'moi Stale Surcharge Following Fees apply when Installing a new lawn Irrigation system. Call the City's Engineering Department, (661) 676-5646, for required lee amounts. 1' Water Permit Treatment Plant $ Water Supply & Storage $ Slate Surcharge TOTAL FEES $ 911 CALL BEFORE YOU DiG. Call Gopher State One Call at (651) 454-0002 'for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. www.00pherstateonec?ll.oro I hereby acknowledge that this Information ie complete and accurate; that the work win be in conformance with the ordinances and codes of the CIV of Eagan; that i understand oils Is nol a permit, but only an application for a permil, end work Is not to start without a permit that the work will De in accordance with the approved plan in Ire easee� el work which requires a review and approval of plans. // Applicant's Printed Name Applicant's Signature FOR OFFICE USE • Y 'Approved t3y=- nate:' Required inspections; Under.Grourtd _Rough-ln. Air Test Gas Test)'_Final PRV Required: Yes ` No ;.-c , (AV ;';°e'or3 r,V(�{ ter 4011/' City of Eaii 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 p 7c-036 - 5c0 14 JUL 1 2017 Use BLUE or BLACK Ink For Office Use Permit #: /Li— Permit Fee: 60r �® Date Received: Staff: 2012 COMMERCIAL PLUMBING PERMIT APPLICATION PleaseEl - submit two (2) sets of plans with all commercial applications. -( Date: - \ Z Site Address: 13L P_bCtS Tenant: (J JCL.KOt COO LAD Suite #: PROM OW1ER.'' v C._UIJY• � CO 51-� g 1 5- 0 0 Name:CLkoa Phone: g— CONT " Name: PrC_ `Q.0\ACttN c n_9. *7Z.:(2 -1C-3/1 Cc.QLicense #: Address: IOU L&bafc )hr9. O- City: rx qa r, State: %J Zip: 5-5110 Co5l -`t as �-1'�� Phone: Email: PE OF "��°� WORK New Replacement Repair Rebuild Modify Space _ Work in R.O.W. _ _ _ _ Description of work: PERMIT TYPE COMMERCIAL New Construction Modify Space Irrigation System ( yes / ./no) ( VRPZ / _ 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: $60.00 Minimum (includes $5.00 State Surcharge) OR Contract Value $ x 1% Required - If the Permit Fee is less _ $ Permit Fee on ALL new buildings and boulevard irrigation systems 4 $ Radio Meter Read than $10,010, the surcharge is $5.00 $ Meter(s) - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee $ State Surcharge Permit Fee requires a $5.50 surcharge) (i.e. a $10,010-$11,000 Following fees apply Contact 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 = $ CO©.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.aopherstateonecall.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 q plans. Applicant's Printed Name Bund RougF x Appli is Signature Page 1 of 3 4 �t ' i '� .i t .. t ' Y "i1�'" ;:l 'd.: � £!" -No; �'Vnits: � -l. _ iT { fit. - a . ' y Connection Charge - ` ' Deposit: 0:' ° _ y � ,` •Perlirtls Fee:. ran :( 11,1 `r -. *rah Citvi at .E400. S •`! ;.- Mlsc. Charges: x . 7'otai'.:; . ofsI sa.: K insp. . ary or m ty I ,. ?OVER M 55122 4. IbERM11- 'NO . `+ . '' t'omrn- r'( r C3� 1 4 w we Owner. • f Units: Address: larlirummadP.__Pr' Site .Address: 1, T R 3 Plumber W� ,-‘,,-1-,_.--, 7/2/}? t 61,4 I , term to oomph with tae City of g. ; A b . 00 nr rt Deposit; 1,' \ ■ ` Fee: - _.__ By U \ urchorge: Dote of Insp.: M hp[ges: _ y ' Insp.: 'Rotal: Doi 041:, � _.,1 .l ,J _ e , kY�l! .. b a 1 S� �'�$��'� Use BLUE or BLACK Ink --------- j For Office Use � ��U� / I Permit#: ��7� I �� i'��L�-. `� �-y�� C�C� I I � �� I �� I � � Permit Fee. �� 3830 Pilot Knob Road � I Eagan MN 55122 I � Phone:(651)675-5675 � Date Received: � Fax:(651)675-5694 " � I � Staff: � ��J 2015 COMMERCIAL FIRE ALARM PEFZMIT APPLICATION* Date: �� SiteAddress: I�`-{V��G�Gr-Z� � C� �h, TN �� Tenant: � � � Surte#: - �� ; Name: �p �. It T��' e�Wt.�J'b�" �Ot5�4 7.� u�j�'J � �r +. �� O � �/ A � � ` S ` X � �� _ , �; Address/City/Zip: '-'� �.v� � �� J �u,`„ , '" � � = i��' , � � i� �� .`��,�� Applicant is: Owner Contractor � �a� ,,, , . ��fEi( (�� = i ♦ � " l '��'� �� _ �';� Description ofwork: �,� 1�..� � S� �>+ �2vt�l�y'y1E,►1�� .d�►')10 �/S� � ,�,,� � � � �� 7 �%��i�l. r�c�lc- �,p�,�a'�� ,a„ � �� '�� Construction Cost: � ,� � Estimal:ed Completion Date: � �n � �i�ry��d� r a� ml� � �� ' � ��bv� �0�� i� � ` Name: 1��(�t.�� License#: � ��,�� d�� x �,�� G� �� . 5� ��r-��e(�tt� 7r��-� ��,: �i�.�ns��ll� ��}�� Address� �n��'"" , u�� , � ��i.7 �'_' V�� — �� State:�Zip: 5��'' Phone: i � ; � � — �� "�' �_ Contact: �� Email: ��1 � d � �� — �� H �w _New _Remodel ` ��`� � ��# Addition Other: � �„��m� , — — �` ,�fi�� Alterations � � DESCRIPTION OF WORK: Commercial Residential Educational FEES I � Contract Value$ l/Jr�� x.01 c�C7 � $55.00 Permit Fee Minimum =$ �s Permit Fee "If contract value is LESS than$10,010,Surcharge=$5.00 ""If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 =$ ��✓' Surcharge" **"If the project valuation is over$1 million, please call for Surcharge taf`�.— _$ W l.� TOTAL FEE *Requirements: 2 complete sets of drawings and specifications,cut sheets on rriaterials 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 ap�xoved plan in the case of work which requires a review and approval of plans. X �,i�.� `��I- X �- Applicant's Printed Name A anY:s ignature - — -�`� �) � _ t� ��-'�,—�.��tK��h�i�I � � 7 � iiii��i . � � �,u A, ��n��yili � � � �i��eI�JI�i €— '�, � �i — G�4} � t"��E�i� �r � _ 'p _ � , — .� I - �! s ��r 9�a�) 'I �1�� I 4� � I��t'�I I i� _ ir�l�i�:��f _ ` [� = ��"` ��ii��`— ��"��. , �,' 1 � � . �, � r. � , d� �r � � A�r�,i�o� �, �� i� ,�li) `. – — � „� � Use BLUE or BLACK Ink e . For Office Use C3-61/ �} � �Cit of Ea aIl ::::e { e. 44 75 1 11 3830 Pilot Knob Road k__ Eagan MN 55122 \119"1 (p Date Received: Phone: (651)675-5675 Fax: (651)675-5694 Staff: ki J 2016 COMMERCIAL BUILDING•, PERMIT APPLICATION Date: 111111 111 ZAt CP Site Address: 1.-S I1}t O E C1117- Rb A [1 J 55'1z3 Tenant Name: .01-1.\ Cal LIT'( (Tenant is: New/ Existing) Suite#: Utkjr&-4'_(--.1114LI i Former Tenant: Name: 1>A\ .O1-1\ QV - Tis Phone: 957-act t-7©(G "67_, Property Owner Address/City/Zip: 15c 0 (4w-r asr KA 51 i 'J( 5 i�� 5So33 62`0 Applicant is: ,>c Owner Contractor Type of Work Description of work:STM SD$`r r( Nt R -ro K u 1.12 i..t-i o N Construction Cost: i4, l / CPO O i Name:_ /' gre'l s,L ` 0rf License#: Contractor Address: 4442Z -73` YL.,„,c A. Address: _A,y,t. State: k ) Zip: CS-16/9 Phone: 7�? — S 1/ _7ZC7 ce//Cl2-2Z'-6'1�� / � . a i I Contact:'.' se.. ck 4 ZG`G&k Email: Jams,a. a' o P,Pec i tb[..ca r p- G aYl, Name: n Al\ nl 1 k Registration#: 1788 Lt- Address: 1*5C) EWER&( PARK DWUcity: 5/14/41-010L Architect/Engineer ? State: 11N Zip: 35 113 Phone: h 1 "' (:),3( ' 7J 0 Contact Person:MIN WY Dix T Email: III , r @,503E674.C.0 -i 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 maybe 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.gopherstateonecall.org 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 appl tion 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 w which requires a review and approval of plans. xx w y Applicant's Printed Name ( Applicant' ignature Page 1 of 3 , 5 t') bk.„-c-_---------- `� DO NOT RITE BELOW THIS LINE / t 0 T SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments -2( Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent — Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES \C New — Interior Improvement _ Siding — Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation 9O Doo Occupancy u MCES System #9A Plan Review yGS Code Edition 20/� +SL/rSAC Units NA (25%_100%� ) Zoning City Water AM Census Code Stories Booster Pump — #of Units Square Feet PRV #of Buildings Length Fire Sprinklers kiel Type of Construction I- B Width REQUIRED INSPECTIONS 7( Footings(New Building) Sheetrock Footings(Deck) Final/C.O.Required Footings(Addition) ) Final/No C.O.Required Foundation Other: Drain Tile Pool:_Footings _Air/Gas Tests _Final Roof:_Decking _Insulation Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In _Air Test Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron Final CIO Inspection: Schedule Fire Marshal to be present: Yes No ,." Reviewed By: , Building Inspector Reviewed By: , Planning COMMERCIAL FEES lir Base Fee S? V. 2 s Storm Sewer Trunk Surcharge 5Y 2a Sewer Trunk Plan Review ' 373- Water Trunk MCES SAC "– Street Lateral City SAC — Street S&W Permit&Surcharge Water Lateral Treatment Plant --- Other: Treatment Plant(Irrigation) — Park Dedication Trail Dedication q Water Quality TOTAL: /�? Page 2 of 3 07/05/2017 WED 9: 52 FAX IQ,J002/00O Use BLUE or BLACK Ink 4/II CityiiNN11,. nnFor Office Use?c'�! �,Of L� all Permit#: l 13 9 3/Permit Fee: C).01) cC- 3830 Pilot Knob Road JUL 115 2Q17 Eagan MN 55122 Date Received: 7-S-17 Phone:(651)675.5675 Fax:(651)675.5694 Staff: ..J 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 7/8/17 Site Address: 1340 Wescott Rd Tenant: Wescott Ubrary Suite#: Property Owner Name: DAKOTA COUNTY Phone: 651-4389320 Name: NAG MECHANICAL&ELECTRICAL SERVICES License#: Contractor Address: 1001 LABORE INDUSTRIAL CT,STE 8 City: VADNAIS HEIGHTS State: MN Zip: 55110 Phone: 651-4909668 Email: ggeibrecht@nac•hvac.com Type of Work —New �Replacement _Repair _Rebuild _Modify Space Work In R.O.W. Description of work: removed S#HQ45126-installed new Se 22196 COMMERCIAL _New Construction Modify Space OF Irrigation System(j yes/_no)(j RPZ/ PVB) • Rain sensors required on irrigation systems Permit Type • Avg.GPM (2"turbo required unleee smaller size allowed by Public Works) _Meters Call(951)675-5646 to verity that tests passed prior to olcidno UD meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Ye _._No Fluehometere Yee_No COMMERCIAL FEES Contract Value I$46224 x.01 $60.00 Permit Fee Minimum _ 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) LtilfPermit Fee =$ " Surcharge Surcharge=Contract Value x$0.0005 60.23 If the project valuation Is over$1 million,please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn Irrigation system $ Water Permit Contact the City's Engineering Department,(851)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge $ 60.23 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 end approval of plans. x Geri L Gaibrechl x `�%r Applicant's Printed Name Applicant's /Ig ature FOR OFFICE USE Approved By: Date: 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 1 of 3 IL, Use BLUE or BLACK Ink For Office Use ' - (��‘�� fEaali � _.� Permt#: � ___7‘.7 Cityof { p t° zmi Permit Fee: ! ' / 3830 Pilot Knob Road C Eagan MN 55122 Date Received: -/(} '.1 7 Phone:(651)675-5675 buildinginspectionsc cityofeacian.com Staff: L __J 2017 COMMERCIAL FIRE ALARM PERMIT APPLICATION , Date: clitpl 1 Site Address: 1 lJ 1,P sLni" ' RA Tenant: l t]1.L vA L,C 4- L bras Suite#: ❑ Requirements: 2 complete sets of drawings and specifications,cut sheets on materials and components ; _ Name: Phone: , ,' � ,o '"?,1".7r7;„, Address I Cit /Zip: Applicant is: Owner Contractor • Description of work: Reit fa cr 1 r[ a t&YYS ✓17 t T Construction Cost: l Ai 1 Estimated Completion Date: 0 tyfr/trqr,72,;;;;;/7• ; ® Wird,tryt U-� V1�°VI 1��_ License#: 'Ts � Name: , ,7 -7-"/ „,,,,„,, ,,,,,,,0 Address:q C,()t E City: S r vI tAJ lig,/% -p7" State:inn Zip: i a.t3 Phone: (0c) -(-61:- AAP. i • Contact: K) m _a1t(, 't4 Email:J<L f�4t iit l tr& New Remodel Addition Other: Alterations DESCRIPTION OF WORK: f c.Commercial Residential Educational FEES � . Contract Value$ , ,MI6 x.01 $60.00 Permit Fee Minimum S._$ JJ Permit Fee Surcharge=Contract Value x$0.0005 =$ 41, XC- Surcharge* If the project valuation is over$1 million,please call for Surcharge =s 5L 9 3(1 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. 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 to start witho - permit;that the work will be in accordance with the approved plan in •e case of work which requires a review an. proval of plane , x AWA! AWAVAV it A _ /f x ill Ki ili A A A ..A _I/i . Ap,I c t s=rin 'd ame App'c•nt s Signature i) Use BLUE or BLACK Ink l c rr��,, \ For Office Uss is /t CityofEap Q 1 b-N,-d cAu_U ytt.c. . Permit#: / / o 7 77 3830 Pilot Knob Road Permit Fee: if' Eagan MN 55122CEI . Date Received: �-1.1.--I Phone: (651)675-5675 Fax: (651)675-5694 APR 1 7 2018 Staff: J 2017 MECHANICAL PERMIT APPLICATION E Please submit two (2)sets of plans with all commercial applications. Date: 04/11/2018 Site Address: 1340 Wescott Road Tenant: Dakota County Eagan Library Suite#: oVeliglititaltat ` Name: Dakota County Phone:oesident/OwnerF Yd `fry ' t F Address/City/Zip: 1590 Highway 55, Hastings, MN 55118 Name: Northland Mechanical Contrctors, Inc. License#: MB003463 ittooldokoraeOiSA RATta =Contract r al Address: 9001 Science Center Drive City: New Hope State: MN Zip: 55428 Phone: 763-544-5100 Contact: >'r i‘ I'Gt wj S Email: permits@northland-mn.com New X Replacement Additional Alteration Demolition Type of Woirk Description of work:Remove/replace cooling coil, associated condensing unit and AHU fan motors. ' w -,� S NOTE:Ro f mounted and ground moi'n'tted mechanica' ec u`ipment`is required to be�sc`reene'd C f ' Code ,Please.co-ntact the Mechanical Inspectorffor information-otn perm tted sctr ning m t ds RESIDENTIAL COMMERCIAL t` x Furnace New Construction Interior Improvement Permit Type t —Air Conditioner Install Piping Processed Air Exchanger _Gas X Exterior HVAC Unit Heat Pump Under/Above ground Tank (_Install/_Remove) Other .�,,. w tt . .... . 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$ 48,700.00 x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge =$ 487.00 Permit Fee _$ 24.35 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 511.35 TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans.. x \A-C t!'1'r W i l t i r�.WI S x G l `.v1' 4j/ii; a Applicant's Printed Name Applicant's Signature FI E USE A E .-f4ai*ii:;is:i, .` tequ�ired=Inspections f Reviewed By {Date.' � ' ?,„,4r.4.„1.4.._erground -Rough In Air Test Gas Service Test In-floor Heat Final_y 'l V .4 -41w4 /(--(C-77 © MIMS MIDWEST MECHANICAL SOLUTIONS Johnson 8125 Lewis Road Controls Golden Valley, MN 55427 `' YORK Product Description: Johnson Controls Condensing unit Date: January 12, 2018 Project: Wescott Library Contractor: Northland Mechanical Project Manager: Craig Giebel Sales Engineer: Mike Moren (952-525-2064) MMS Job#: Pending Submittals for Approval. Please Advise on Release Approval Stamps vr3 EAGAN REV' ED BY DATE: BUILDING INSPECTIONS DIVISION Equipment will not be released for production until Midwest Mechanical Solutions receives approved shop drawings.Production timing and shipping information cannot be determined until approved drawings are received.Performance,openings and dimensions may vary from contract documents. Return of approved drawings constitutes acceptance of these variances. Contractor to notify Midwest Mechanical Solutions of required shipping dates. Johnson Oti' Series 40 OD Split System Page: 1 Controls Split-System Condenser R-410A AC Project Name: Wescott Library Unit Model#: J30YDCOOA4BAA2 Quantity: 1 Tag#:30 ton System: J30YDCOOA4BAA2 Cooling Performance Total gross capacity 333.5 MBH .. ... ' } Sensible gross capacity .0 MBH Ambient DB temp. 95.0 °F i .,,�„ '„ °'" Power input(w/o blower) 29.91 kW Suction pressure 129 psig t .• i• 1' Saturated suction temp. 45 °F r Refrigerant f r ;r Refrigerant type R-410A 7 r r Electrical Data . s Power supply 460-3-60 „ Unit min circuit ampacity 63.5 Amps �. ' Unit max over-current protection 70 Amps Dimensions&Weight Hgt 38 in. Len 129 in. Wth 89 in. n "... Weight with factory installed options 1875 lbs. J Clearances Unit Features Right 30 in. Front 36 in. Back 24 in. • Four Stage Cooling Top 120 in. Bottom 0 in. Left 30 in. J • Meets or Exceeds ASH RAE 90.1-2007 Standards Note: Please refer to the tech guide for listed maximum static pressures • Unit Cabinet Constructed of Powder Painted Steel,Certified At 1000 HoursSalt Spray Test(ASTM B-117 Standards) A� AMERICANel r ` • Full Perimeter Base rails with Built in Rigging Capabilities AlfIn CERTIFIED.QUALITYs --w» ' c • Dual Circuit 4 Stage Cooling with Scroll Compressor • Solid Core Liquid Line Filter Driers • Copper Tube/Aluminum Fin Condenser Coil • Sweat Connection Fittings • Single Point Power Connection • Condenser Coil Guards Standard • Short Circuit Current:5kA RMS Symmetrical 30 Ton • JCI units are Manufactured at an ISO 9001 Registered Facility and each Rooftop is Completely Computer-run Tested Prior to Shipment. Standard Unit Controller: Simplicity Control Board • An Integrated Low-Ambient Control,Anti-short Cycle Protection,Lead-Lag, Fan on and Fan off Delays,Low Voltage Protection,On-board Diagnostic and Fault Code Display • Safety Monitoring-Monitors the High and Low-Pressure Switches.The Unit Control Board will Alarm on Compressor Lockouts and Repeated Limit Switch Trips BAS Controller • Simplicity SE Control Warranty • One(1)Year Limited Warranty on the Complete Unit • One(1)Year Warranty-Compressors Unitary Sales Tool v1.5.9.0 Information is subject to change without notice.Check local codes. Printed 01/12/2018 Johnson �q ; Series 40 OD Split System Page:2 Controls Split-System Condenser R-410A AC Project Name: Wescott Library Unit Model#: J30YDCOOA4BAA2 Quantity: 1 Tag#:30 ton System: J30YDCOOA4BAA2 Factory Installed Options J30YDC00A4BAA2 Nominal Cooling Capacity: J30 30 Ton Johnson Controls Series 40 Split System R-410A Air Product Category: Y Conditioner Product Identifier: D 4-Pipe Heat Type and Nominal Heat Capacity: COO Airflow: A Voltage: 4 460-3-60 Installation Options: B HACR Circuit Breaker/Disconnect Copper Tube/Aluminum Fin Condenser Coil Additional Options: AA Simplicity®SE Control Product Generation: 2 Field Installed Accessories • 2HG04700824 - Hot Gas Bypass Kit (5.0 lbs) • PCCP30000MP060 - 30 TON 2nd-5th Year Compressor Warranty Unitary Sales Tool v1.5.9.0 Information is subject to change without notice.Check local codes. Printed 01/12/2018 //'' Series 40 OD Split System Page:3 Johnson 1 ' Controls Split-System Condenser R-410A AC Project Name: Wescott Library Unit Model#: J30YDCOOA4BAA2 Quantity: 1 Tag#:30 ton System: J30YDCOOA4BAA2 Piping and Connection 30 Ton Piping Connections 0 M • • P 1 T __ LIIil$ -L yyy... ,,,, , .. 37.518 at 4:: r kiljk�.��.. it r. :"� �,.f.' illlllllllllllllllli t' -- " r tiwi i . . . 10.984 11.385 r .0 .0o .i 1 t t(-)d=6 Liquid(Sys 2) V 37.826 Suction(Sys 2) . 41.859 Suction(Sys 1) Liquid(Sys 1) 46.190 50.313 88.140 Piping And Electrical Connection Sizes(30/40150T)(Inches) Connection Entry Size Suction Line Sys#1 1-5/8 OD Liquid Line Sys#1 7/8 OD Suction Line Sys#2 1-5/8 OD Liquid Line Sys#2 7/8 OD Power Wiring Knockout SEE BELOW Control Wiring 7/8 HOLE Electrical Power Knockout Sizes(Inches) Connection Entry 30-40-50T/230V 30-40-50T/460-575V Power Wiring 2-1/2" 1-1/2" Unitary Sales Tool v1.5.9.0 Information is subject to change without notice.Check local codes. Printed 01/12/2018 Johnson Series 40 OD Split System Page:4 1010 Controls Split-System Condenser R-410A AC Project Name: Wescott Library Unit Model#: J30YDC00A4BAA2 Quantity: 1 Tag#:30 ton System: J30YDCO0A4BAA2 Corner Weights&Center of Gravity Weight And Dimension's Corner Weights&Center Of Gravity(Inches) Unit Weight(Lbs.) Unit Dimensions Weight Weight Unit Model (Inches) A B C D Dim X Dim Y g g AtoB DtoC Shipping Operation Length Width J30YD 1875 1895 128.5 88.5 404 537 533 401 55.2 44.1 934 941 J40YD 2315 2347 128.5 88.5 486 675 671 483 53.8 44.1 1154 1161 J50YD 2345 2381 128.5 88.5 486 693 685 481 53.0 44.0 1166 1179 TC D co, _.........„ \\7, \\ ___.., --- i (----__. i WIDTH S if / � / �_ / B A -f► DIM X 0- -+ LENGTH .► Unitary Sales Tool v1.5.9.0 Information is subject to change without notice.Check local codes. Printed 01/12/2018 Johnson J),�t Series 40 OD Split System Page:5 Controls Split-System Condenser R-410A AC Project Name: Wescott Library Unit Model#: J30YDC00A4BAA2 Quantity: 1 Tag#:30 ton System: J30YDCOOA4BAA2 Unit Dimensions REAR LEFT A___,. < . 004.#/ik -73:7177s7:4-: - °"...°.'_17,_,..77-7-. .-2:-.-c_!,,_ill...P.-I.'', ;1:1.:' -,, gailte4LAININftwaftimmaineamt -011111114 l � 3 • 1 ---i 1111 CP/fel C"IC" H �� • D RIGHT FRONT '®ii6.. .l'e F J'"YD Unit Dimensions Unit Dimensions(Inches) Model A B C D E F G H J30YD 128.5 88.5 37.5 41.8 40.0 46.1 37.1 23.6 J40YD 128.5 88.5 57.7 41.8 40.0 46.1 37.1 23.6 J50YD 128.5 88.5 57.7 41.8 40.0 46.1 37.1 23.6 Piping And Electrical Connections Unit Clearances Location Dimensions Piping connections are made from the rear of the unit. Con- nections can be made directly to the suction and liquid line Overhead from' 120" service valves. Left side Front access panels 36" Piping can be routed to the unit from the left or right side. 30" Right Side 30" Electrical connections for power and control wiring is made Rear 24" from the front of all units, left o the electrical control box Bottom2 0" access.See piping sizes and electrical knockout details. 1 Units must be installed outdoors. Overhanging structures or shrubs should not obstruct condenser air discharge. 2 Adequate snow clearance must be provided if winter operation is expected. Unitary Sales Tool v1.5.9.0 Information is subject to change without notice.Check local codes. Printed 01/12/2018 Johnson 1014 Series 40 OD Split System Page:6 Controls Split-System Condenser R-410A AC Project Name: Wescott Library Unit Model#: J30YDC00A4BAA2 Quantity: 1 Tag#:30 ton System: J30Y0C00A4BAA2 Sound Performance Sound Performance Outdoor Sound Power Levels(dB),60 Hz Nominal Octave Bands(Hz) Model dB(A)1 Tonnage 63 125 250 500 1000 2000 4000 8000 J30YD 30 92 90 93 91 89 87 83 79 74 J40YD 40 92 90 93 91 89 87 84 80 75 J50YD 50 93 91 94 92 90 87 84 80 75 1 Rated in accordance with ARI 270 Standard. Unitary Sales Tool v1.5.9.0 Information is subject to change without notice.Check local codes. Printed 01/12/2018 Johnson 101 Series 40 OD Split System Page:7 ' Controls Split-System Condenser R-410A AC Project Name: Wescott Library Unit Model#: J30YDC00A4BAA2 Quantity: 1 Tag#:30 ton System: J30YDC00A4BAA2 Wiring Diagram 30 Ton Power And Control Wiring Connections AA • RA ®E , `rYY -• • \•• 0 • S •oy• •• • f • • • •• • 0• • • 0 •• I I Control Wiring - ' Power Wiring 1\\\,, ' UM • 37.518 f CAUTION o NM 1111111111100 - 12.878 9.628 1 - T -- . is . . :, •(=>. ..cs:0 , SEE DETAIL RIGGING HOLES 19.358—.- • moo_. CJ* 20.858 ... • • • lee 2.313 2.7. 2.500 5.103 22.358 •-` DETAL RIGGING HOLES SCALE 0.250 - 88.140 Unitary Sales Tool v1.5.9.0 Information is subject to change without notice.Check local codes. Printed 01/12/2018 APPLICATION DATA SHEET General Piping Recommendations and Refrigerant Line Length for Split-System Air Conditioners and Heat Pumps CAUTION GENERAL GUIDELINES The following guidelines apply to the application on either factory This Split System(Air Conditioning Condensing/Heat line sets or field fabricated tubing for cooling only and heat pump Pump)unit is one component of an entire system.As systems: such it requires specific application considerations with • Many service problems can be avoided by taking adequate regard to the rest of the system(air handling unit,duct precautions to provide an internally clean and dry system design, refrigerant piping and control scheme). and by using procedures and materials that conform with Failure to properly apply this equipment with the rest of established standards. the system may result in premature failure and/or • The lines should be installed so that they will not obstruct reduced performance/increased costs.Warranty service access to the indoor coil,air handling system or filter. coverage specifically excludes failures due to improper Install the lines with as few bends as possible.Care must be application and UP specifically disclaims any liability taken not to damage the couplings or kink the tubing. Care resulting from improper application. must also be used to isolate the refrigerant lines to minimize Please refer to the equipment Technical Guide, noise transmission from the equipment to the structure. Installation Manual and the following publication for • Never solder vapor and liquid lines together.They can be further information. taped together for convenience and support purposes,but they must be completely insulated from each other. INTRODUCTION • Support all refrigerant lines at minimum intervals with suitable hangers and brackets.Tape and suspend the Installation of residential and commercial split-systems should be refrigerant lines as shown in Figure 1. DO NOT ALLOW performed by qualified service technicians with proper training in METAL-TO-METAL CONTACT. the installation,service and repair of these units. TAPE This document should serve as a guideline for proper split-system LIQUID !I WI piping installation. Read these instructions along with the unit ��; LINE j� installation instructions carefully and adhere to all cautions, warnings and general practice guidelines. Consult local building INCORRECT codes for special requirements. The tables and application data in this publication will help you to OW Al better apply split-system cooling and heat pump systems to achieve maximum efficiency and performance,improved reliability, SHEET METAL HANGER and greater customer satisfaction.This guideline includes CORRECT information for: INSULATED VAPOR LINE • General Guidelines FIGURE 1: Refrigerant Line Support • Indoor Unit Above the Outdoor Unit • Slope horizontal suction lines on cooling only systems • Outdoor Unit Above the Indoor Unit approximately 1 inch every 20 feet toward the outdoor unit to • Total line length facilitate proper oil return.Since the flow of refrigerant is bi- directional on heat pumps, all horizontal vapor lines should • Line Sizing be level. Pre-charged lines with excess tubing should be • Additional Refrigerant coiled horizontally in an inconspicuous location to avoid oil • Refrigerant Oil Management trapping. Never coil excess tubing vertically. • Accumulator Use and Misuse • Use long radius elbows wherever possible. • Recommended Orifice Sizing Chart • Use PVC piping as a conduit for all underground installa- • Long Line Set Applications tions.See Figure 2. Buried lines must be kept as short as possible to minimize the build up of liquid refrigerant in the vapor line during long periods of shutdown. 247077-UAD-H-0209 247077-UAD-H-0209 reason,the restrictions on elevation differences for this TO INDOOR COIL TO OUTDOOR UNIT configuration must be based on the entire range of operating LIQUID LINE� conditions. INSULATEDCAP VAPOR LINE I(WATER TIGHT; When the indoor unit is above the outdoor unit,the pressure PVC loss in the liquid line during the cooling cycle will limit the CONDUIT amount of elevation difference allowed.Since both friction and static head contribute to pressure loss, it can be stated that the elevation difference allowed decreases as the total equivalent `pax line length(horizontal plus vertical)increases. FIGURE 2: Underground Application OUTDOOR UNIT ABOVE INDOOR UNIT • Pack fiberglass insulation and a sealing material such as COOLING CYCLE permagum around refrigerant lines where they penetrate a wall to reduce vibration and to retain some flexibility. If When the outdoor unit is above the indoor unit,the static multiple line sets are routed through a common conduit, pressure gain in the liquid line vertical drop(1/2 psi per foot) then all lines must be insulated. may overcome the frictional pressure loss resulting in a total • Insulate all vapor lines with a minimum of 1/2 inch of foam pressure gain.A pressure gain in the liquid line is not rubber. Liquid lines that will be exposed to direct sunlight detrimental to the performance of the system. or high ambient temperatures such as an attic must also be insulated. On cooling only systems where the outdoor unit is located high above the indoor coil, it may even be possible to reduce the The following additional guidelines apply to field fabricated size of the liquid line.The static gain in the vertical drop will piping: offset the increased friction loss caused by smaller tubing. In addition,the reduction in the total system charge due to the • Use hard drawn refrigeration type copper tubing where no smaller liquid line will enhance the reliability of the system. appreciable amount of bending around pipes or obstructions is necessary. If soft copper must be used, With this configuration,gas velocity in the vapor riser must be care should be taken to avoid sharp bends which may kept above 1000 feet per minute for proper oil return and below cause a restriction. 3000 feet per minute to avoid noise and vibration problems. • Braze all copper to copper joints with Silfos-5 or HEATING CYCLE(Heat Pumps Only) equivalent brazing material. DO NOT USE SOFT SOLDER. In the heating mode,liquid will travel from the indoor unit up the • During brazing operations,flow an inert gas such as liquid riser to the outdoor unit.This will result in a liquid line nitrogen through the system to prevent internal scaling pressure drop and a starved outdoor coil.Since heat pumps and contamination. have a defrost cycle, coil freeze-up is not a problem. However, the resulting lower suction pressure will decrease the capacity TRAPS and efficiency of the system. Traps are not required if the piping is properly sized.Traps will TOTAL LINE LENGTH only add pressure drop to the system,further reducing capacity. INDOOR UNIT ABOVE OUTDOOR UNIT The total length of interconnecting tubing is the sum of all horizontal and vertical runs from the indoor unit to the outdoor unit.Total measured line lengths are limited to: With this configuration, a common problem with the cooling cycle(air conditioning or heat pump)is that the amount of liquid • The limiting factor on heat pumps is the storage capacity sub-cooling varies as operating conditions change(such as of the accumulator.The limiting factor on cooling units is outdoor ambient). Under some conditions, it is possible that oil sump capacity in the compressor. flashing will actually occur in the liquid riser.As long as only • Total equivalent line lengths must only be used when liquid is present in the liquid riser,the liquid static pressure loss calculating pressure drop.Therefore use Table 1 to can be calculated at 1/2 psi per foot of rise. However,as soon calculate equivalent lengths for elbows. as flashing starts,the rate of pressure loss increases and continues to increase as the amount of gas increases. For this 2 Johnson Controls Unitary Products • 247077-UAD-H-0209 TABLE 1: EQUIVALENT LENGTHS OF ELBOWS IN FEET pressure loss must be minimized.This is achieved by 90°SHORT 90°LONG increasing the size of the suction line.As a good achievable LINE SIZE RADIUS RADIUS guideline,suction pressure loss should not be allowed to INCHES(O.D.) ELBOW(FT.)' ELBOW(FT.) exceed 3 psi(5 psi for R-410A). 1/4 0.7 0.6 Another important consideration when sizing suction lines is 5/16 0.8 0.7 refrigerant gas velocity in a suction riser.Velocity of at least 3/8 0.9 0.8 1000 feet per minute is required to carry oil up a suction riser. 1/2 1.2 1.0 Of course,this is only a factor when the outdoor unit is above 5/8 1.5 1.3 the indoor unit and the oil must overcome the pull of gravity to 3/4 1.6 1.4 return to the compressor.Greater refrigerant velocities are 7/8 1.8 1.6 obtained by decreasing the size of the suction line. In 1-1/8 2.4 2.0 applications where smaller tubing is required for a suction riser 1-3/8 3.2 2.2 and larger tubing is needed to minimize pressure drop,the riser 1-5/8 3.8 2.6 must be sized to achieve a velocity of at least 1000 feet per minute while the horizontal runs can be sized larger to minimize 2-1/8 5.2 3.4 pressure drop. 2-5/8 6.5 4.2 *. Two 45°radius ells equals one 90°radius ell. NOTE: Must maintain 800 fpm minimum velocity on all horizontal pipe runs. LINE SIZING Liquid lines must also be sized to minimize pressure change. The total pressure change in a liquid line is the sum of the loss Every split-system unit is shipped with a factory-mounted sweat due to friction and the loss(or gain)due to static head in the fitting. vertical line.Liquid pressure loss reduces the amount of liquid sub cooling at a rate of 1 degree for every 3 psi for R-22 and 5 For split systems, interconnecting refrigerant lines should be sized to match the factory supplied fittings unless the psi for R-410A.Sufficient sub-cooling must be maintained at the application dictates different line sizes due to pressure drop, expansion valve to provide proper operation. If the liquid refrigerant velocity constraints and/or line set lengths. pressure drop is high enough to deplete all of the liquid sub cooling in the system, liquid will begin to flash reducing the For cooling systems where the indoor and outdoor sections are refrigerant flow through the indoor coil expansion valve. installed at the same elevation,refrigerant line sizes can usually However,as soon as flashing begins,the rate of pressure loss be matched with the factory supplied fittings.There are increases and continues to increase as the amount of gas exceptions for total line lengths exceeding 75 feet where increases. Careful consideration must be given to liquid line pressure drop limitations are exceeded. Refer to Long Line Set sizing to minimize pressure drop and system charge. Liquid section. lines should be sized as small as possible without exceeding the recommended maximum pressure drop.The maximum In some applications,especially where elevation differences recommended liquid line velocity is 400 fpm.Velocities exist between the indoor and outdoor sections,suction and exceeding 400 fpm can result in higher than acceptable noise liquid line sizes can be increased(or decreased)to minimize levels. pressure loss(or gain)and improve oil return to the compressor.When sizing refrigerant lines for split-system ADDITIONAL REFRIGERANT cooling units,the following factors must be considered: 1. Suction line pressure loss due to friction. In many applications,additional refrigerant will have to be added to the system.The actual amount of charge that must be 2. Suction line velocity for oil return. added is determined by adding the following: 3. Liquid line pressure loss due to friction. 1. The indoor coil charge adjustment from the Installation 4. Liquid line pressure loss(or gain)due to static head. Manual. The effect that each of these factors have on a cooling system 2. The additional charge required for the interconnecting depends on the orientation of the indoor and outdoor sections; piping and the size of the vapor and liquid lines. e.g., indoor unit above the outdoor unit. Before we discuss the Example: For a system using a 3/8 liquid line and a 3/4 suction various orientations, it is important to understand a few things line with a total measured length of 50 feet, about suction and liquid lines. Liquid line 50-15 feet x 0.62 oz./foot = 21.7 oz. First,lets consider suction lines. Suction pressure loss reduces Suction line 50-15 feet x 0.06 oz./foot = 2.1 oz. system capacity by 1%for R-22 and 0.6%for R-410A per psi. Charge add for interconnecting tubing = 23.8 oz. This can be a serious problem if suction lines are not sized properly and pressure loss is 8 or 9 psi.Therefore, in order to NOTE: On residential equipment 15 feet of line is included on minimize capacity loss and maximize efficiency,suction nameplate charge. Johnson Controls Unitary Products 3 247077-UAD-H-0209 TABLE 2: LINE CHARGE item on all heat pumps to avoid liquid flood back to the R-22 LINE CHARGE compressor when switching from heat to cooling, reversal before and after defrost and during low ambient heating SUCTION OZ./FT. LIQUID OZ./FT. operation. If applied incorrectly suction line accumulators can 1/2 0.02 1/4 0.23 log oil or not provide the necessary liquid protection especially 5/8 0.04 5/16 0.40 when under sized. 3/4 0.06 3/8 0.62 7/8 0.08 1/2 1.12 The compressor suction line size should never be used as a 1-1/8 0.14 5/8 1.81 guideline for sizing the suction line accumulator. Matching the 1-3/8 0.21 7/8 3.78 accumulator piping size to the suction line size can often times result in an undersized accumulator. Normally the accumulator 1-5/8 0.30 7/8 3.78 is sized for not less than 50%of the total system capacity. 2-1/8 0.53 1-1/8 6.46 2-5/8 0.81 1-1/8 6.46 Careful consideration must be given when attempting to apply an accumulator to a split-system.On any given unit R-410A LINE CHARGE' approximately 80%of the system charge can be found between SUCTION OZ./FT. LIQUID OZ./FT. the compressor and the expansion device during operation. 1/2 0.04 1/4 0.19 When the system shuts down the refrigerant is trapped 5/8 0.06 5/16 0.33 between the compressor check valve and the non-bleed expansion device used on all York split-systems. During long 3/4 0.09 3/8 0.51 periods of shut down the refrigerant will migrate to the low side 7/8 0.12 1/2 1.01 of the system possibly accumulating in the evaporator coil and 1-1/8 0.20 5/8 1.64 horizontal suction lines. 1-3/8 0.31 3/4 2.46 1-5/8 0.43 7/8 3.27 If it has been determined that an accumulator must be installed 2-1/8 0.76 1-1/8 5.58 in the system proper positioning with respect to the compressor 2-5/8 1.17 suction line level is shown in Figure 3. It may become necessary in many cases to elevate the outdoor unit to `. Charges are based upon 40°F suction temperature and accommodate proper piping and drainage back to the 105°F liquid temperature. accumulator during the off cycle.Multiple accumulators whether piped in series or parallel are not recommended. REFRIGERANT OIL MANAGEMENT If an accumulator has been installed into a system and the Inherent to all refrigeration systems is the presence of compressor experiences a burn out the accumulator must refrigerant oil required for proper and continuous lubrication of be replaced.The debris from the burn out will clog the the compressor(s)bearings.All refrigeration systems,whether orifice in the accumulator resulting in oil return starvation they are packaged or split-systems circulate oil throughout the to the replacement compressor. system due to the miscibility of refrigerant oil.Split-systems, due to their propensity for long piping lengths,can circulate more refrigerant oil than packaged units,which can become a problem if not recognized and managed. It is not unusual for a given system to circulate as much as 15%of the original Drainage in Off Cycle compressor oil charge.Yet another side-effect of long piping ��, runs on split-systems is the aspect of system oil logging which 11 III r can occur even in the best of installations. Even the best piping practices can inadvertently create oil traps in the system Liquid Level especially when elevation differences between the indoor and outdoor units occur. Refer to the section on Long Line Set Applications for determining if refrigerant oil should be added to the system. ACCUMULATOR USE AND MISUSE Ordinarily,suction line accumulators are not necessary on AC units if the system is piped correctly and all of the precautionary Scroll Accumulator guidelines are followed. Refrigerant suction line accumulators Compressor should only be installed on systems where liquid flood back to FIGURE 3: Accumulator Field Piping the compressor(s)is highly likely.Accumulators are a standard 4 Johnson Controls Unitary Products 247077-UAD-H-0209 RECOMMENDED ORIFICE SIZE LONG LINE SET APPLICATIONS ORIFICE SIZING This section is intended for long line applications that exceed 75'.When sizing line sets under 75,always use factory Use the York®Comfort Cooling Piping software to determine supplied connections. If your application is outside of the liquid line pressure drop to select proper orifice sizing. selection charts,your application must be approved through the Application Engineering group. TABLE 3: RECOMMENDED ORIFICE SIZE LIQUID LINE LIQUID LINE SIZING CRITERIA LIQUID LINE PRESSURE PRESSURE GAINS(PSI) LOSSES(PSI) The following considerations have already been accounted for STANDARD when relating to the selection charts. 51 41 31 21 11 11 21 Thru Thru Thru Thru Thru ORIFICE Thru Thru • R-22 Maximum Pressure Drop is 35 psig SIZE 60 50 40 30 20 20 30 • R-410A Maximum Pressure Drop is 60 psig CORRECTED CORRECT ORIFICE • Increased charge levels ORIFICE SIZE SIZE • Maximum recommended velocity of 400 fpm - - - - 39 41 43 45 - - - 39 41 43 45 47 • Minimum velocity of 100 fpm 41 43 45 47 49 51 53 55 Liquid Line Selection Chart:The charts below show the line 43 45 47 49 51 53 55 57 sizes that can be selected for each tonnage of unit and the 45 47 49 51 53 55 57 59 maximum equivalent length and maximum rise of the line. The 47 49 51 53 55 57 59 61 maximum actual line length is 200 feet.Equivalent line 49 51 53 55 57 59 61 63 lengths would include elbows and other components that 51 53 55 57 59 61 63 65 would increase the equivalent length. 53 55 57 59 61 63 65 67 55 57 59 61 63 65 67 69 TABLE 4: R22 LIQUID LINE,MAXIMUM RISE CHART 57 59 61 63 65 67 69 71 Line Maximum Total Equivalent Length Velocity 59 61 63 65 67 69 71 73 Tons Size 75 100 125 150 175 200 225 250 FPM 61 63 65 67 69 71 73 75 5/16 60 55 50 50 45 40 35 30 186 63 65 67 69 71 73 75 78 1.5 3/8 65 65 65 60 60 60 55 55 115 65 67 69 71 73 75 78 81 5/16 50 45 35 30 25 20 15 5 248 69 71 73 75 75 78 81 84 2'0 3/8 60 60 60 55 55 50 45 45 154 71 73 75 78 78 81 84 87 3/8 60 55 55 50 45 40 35 35 192 75 75 78 81 81 84 87 90 2.5 1/2 65 65 65 65 65 60 60 60 103 78 78 81 84 84 87 90 93 3/8 55 50 45 40 35 30 25 20 231 81 81 84 87 87 90 93 96 3.0 1/2 65 65 65 65 60 60 60 55 124 84 84 87 90 90 93 96 99 3/8 50 45 35 30 25 20 10 5 269 87 87 90 93 93 96 99 102 3.5 1/2 65 65 60 60 60 55 55 55 145 90 90 93 96 96 99 102 105 3/8 45 35 30 20 15 10 - - 308 93 93 96 99 99 102 105 105 4.0 1/2 65 60 60 60 55 55 50 50 165 3/8 30 20 10 - - - - - 385 5.0 1/2 60 60 55 50 50 45 45 40 207 1/2 50 45 40 35 30 25 15 10 310 7.5 5/8 65 60 60 60 55 55 55 50 193 10 5/8 60 55 55 50 50 45 40 40 257 3/4 65 65 65 60 <,E �)" l',> 175 5/8 55 50 45 40 35 ' .; G ); ,. 322 12.5 3/4 65 60 60 �.[' ° �, i 219 15 3/4 60 60 55 55 r , 263 7/8 65 65 65 , 186 20 3/4 55 50 45 351 7/8 65 60 ._ i + 248 25 7/8 60 55 1 ' " ,' 'i ,' 310 1-1/8 65 j -,¢k 'i. 182 Shaded area indicates system needs oil added(Refer to Oil Addition section on page 7). Johnson Controls Unitary Products 5 247077-UAD-H-0209 TABLE 5: R-410A LIQUID LINE,MAXIMUM RISE CHART SUCTION LINE SIZING CRITERIA Tons Line Maximum Total Equivalent Length Velocity The following considerations have already been accounted for Size 75 100 125 150 175 200 225 250 FPM when relating to the selection charts. 1.5 5/16 75 90 85 85 80 75 75 70 223 • Minimum velocity of 1000 fpm for vertical lines and 800 3/8 75 100 95 95 95 95 90 90 138 fpm for horizontal lines guarantee proper oil return 5/16 75 80 75 70 65 60 55 50 297 2.0 3/8 75 95 90 90 85 85 85 80 184 • Minimal pressure drop to minimize capacity loss 3/8 75 90 85 85 80 80 75 70 230 Suction Line Selection Chart:The charts below show the line 2.5 1/2 75 100 100 100 100 95 95 95 123 sizes that can be selected for each tonnage of unit and the 3/8 75 85 85 80 75 70 65 60 276 percent of capacity reduction the system will have because of 3.0 1/2 75 100 100 95 95 95 90 90 148 the long line set application. The maximum actual line length 3/8 75 80 75 70 65 60 55 50 322 is 200 feet,equivalent line lengths would include elbows 3.5 1/2 75 95 95 95 95 90 90 90 173 and other components that would increase the equivalent 3/8 75 75 70 60 55 45 40 35 368 length. 4.0 1/2 75 95 95 95 90 90 90 85 198 TABLE 6: R22 SUCTION LINE,CAPACITY REDUCTION 5.0 3/8 70 60 50 40 30 20 10 0 *460 CHART(%) 1/2 75 95 90 90 85 85 80 80 247 1/2 75 80 80 75 70 65 60 55 370Line Total Equivalent Length Velocity 7.5 Tons Size 75 100 125 150 175 200 225 250 FPM 5/8 75 95 95 95 90 90 90 85 231 5/8 75 90 90 85 85 80 80 75 307 5/8 5 7 9 12 1682 10 3/4 75 100 95 95 95 95 90 90 210 1 5 3/4 4 5 6 7 9 11 12 13 1147 5/8 75 85 85 80 75 70 65 65 384 3/4 3 4 6 8 9 11 1529 12.5 3/4 75 95 95 90 90 90 90 85 262 2 0 7/8 3 4 5 6 7 8 9 10 1081 3/4 75 95 90 90 85 85 85 80 315 3/4 3 5 7 1911 15 7/8 75 100 95 95 95 95 95 90 222 2 5 7/8 2 3 4 5 7 8 9 10 1351 3/4 75 85 85 80 75 70 70 65 419 3/4 5 7 8 2294 20 7/8 75 95 95 90 90 90 85 85 296 3 7/8 2 3 5 6 8 9 10 11 1621 7/8 75 95 90 90 85 85 80 75 371 7/8 2 4 6 7 1892 25 1-1/8 75 100 100 100 95 95 95 95 217 3 5 1-1/8 2 3 4 4 5 5 6 7 1109 7/8 3 5 7 - - - - - 2162 *Note: Exceeds recommended maximum velocity of 400 fpm, 4.0 1-1/8 2 2 3 4 4 5 6 7 1268 consider noise when selecting this pipe size. 7/8 5 - - - - - - - 2703 5.0 1-1/8 1 2 3 4 5 6 6 7 1585 Example:3 Ton cooling unit with 175'of equivalent length, 1-3/8 1 2 3 3 4 4 5 6 1048 condensing unit is below the evaporator with 80'of vertical rise 1-3/8 1 2 2 2 3 4 5 5 1561 to the evaporator. 7.5 1-5/8 1 2 2 2 3 3 4 4 1103 Answer: You should have selected 1/2".Why did you select 1-3/8 1 1 2 3 4 5 6 - 2082 this size? Because at 175'equivalent length with a 3 ton 10 1-5/8 1 1 2 2 2 3 3 3 1471 system,the maximum rise is 75'for 3/8" and 95'for 1/2". 1-5/8 1 1 1 2 2 3 3 4 1839 12.5 2-1/8 1 1 1 1 2 2 3 3 1057 Multi Stage Refrigeration Systems:When sizing the liquid line for a system with either a 2 stage scroll compressor 15 1-5/8 1 1 2 3 3 4 4 5 2207 (residential)or when a single refrigeration system utilizes 2-1/8 1 1 1 2 2 2 2 3 1268 compressor staging for capacity reduction(commercial). 2-1/8 1 1 1 1 2 2 2 2 1691 ALWAYS calculate the liquid line size with the maximum 202-5/8 1 1 1 1 1 2 2 2 1096 tonnage rating of the unit. 25 2-1/8 1 1 1 1 1 2 2 3 2114 2-5/8 1 1 1 1 1 2 2 2 1370 Note:(-)Indicates unacceptable pressure drop in suction line 6 Johnson Controls Unitary Products 247077-UAD-H-0209 TABLE 7: R-410A SUCTION LINE,CAPACITY REDUCTION LONG LINE SET ACCESSORIES CHART(%) All long line set applications must have the following Tons Line Total Equivalent Length Velocity accessories installed if they are not already installed from the Size 75 100 125 150 175 200 225 250 FPM factory. 5/8 3 4 5 7 8 10 12 13 1185 1.5 3/4 3 4 5 6 8 10 11 12 808• • Crankcase Heater-A crankcase heater will warm the 5/8 2 4 6 7 1582 compressor sump and prevent the refrigerant from 2.0 migrating to the compressor in the off cycle. 3/4 3 4 4 5 6 7 8 10 1078 3/4 2 3 4 5 6 7 8 10 1346 • Non Bleed TXV's on all ID Coils-Prevents refrigerant 2.5 7/8 2 3 4 5 6 6 7 8 952* from bleeding into the low side of the system through the 3/4 2 2 4 5 6 8 1616 evaporator in the off cycle. 3.0 7/8 2 3 3 4 5 5 6 7 1143 • Hard Start Kit-A hard start kit is necessary to increase 3/4 2 3 4 6 1887 the compressor starting torque anytime a TXV is used in a 3.5 7/8 2 2 3 3 4 5 6 7 1333 system.This is necessary to overcome the pressure difference across the compressor. 4 0 3/4 2 4 5 2155 • Cooling Only Units-Require liquid line check valve 7/8 1 2 2 3 5 6 7 8 1523 7/8 1 2 3 5 6 1905 placed in the liquid line near the condensing unit.This is 5.0 used to lock the refrigerant in the liquid line between the 1-1/8 1 2 2 3 3 4 4 5 1117 TXV and the condensing unit to reduce off cycle 7 5 1-1/8 1 1 2 2 3 4 5 5 1676 migration. 1-3/8 1 1 2 2 3 3 3 4 1100 • Heat Pumps with Orifice in OD Coil-Require check 10 1-3/8 1 1 1 2 2 2 3 3 1467 valve and solenoid valve placed in liquid line to prevent 1-5/8 1 1 1 2 2 2 3 3 1036 off cycle migration, refer to Figure 4 for proper placement. 12 5 1-3/8 1 1 1 1 2 2 3 4 1834 • Heat Pumps with TXV's on both Coils-Do not require 1-5/8 1 1 1 1 2 2 2 3 1295 additional check valves and solenoid valves. 15 1-3/8 1 1 1 2 3 4 5 2200 • Pump Out Accessory-This is required on commercial 1-5/8 1 1 1 1 1 2 2 2 1554 applications where available. 1-5/8 1 1 1 1 1 2 3 3 2073 20 2-1/8 1 1 1 1 1 1 2 2 1191 OIL ADDITION 25 1-5/8 1 1 1 2 3 4 - - 2591 2-1/8 1 1 1 1 1 1 1 2 1489 If the line set you selected is in the shaded area of Table 4, (R22 Liquid Line, Maximum Rise Chart)oil needs to be added *velocity is below 1000 fpm,should only be used on horizontal to the compressors.The formula below determines the amount line. of oil to add to the compressors. Multi Stage Refrigeration Systems:When sizing the suction (TSC x.03 x 16)-(SOC x.1)=AOR line for a system with either a 2 stage scroll compressor • TSC=Total System Charge in pounds (residential)or when a single refrigeration system utilizes compressor staging for capacity reduction(commercial). • SOC=System Oil Charge in ounces ALWAYS select the largest available pipe size from the • AOR=Additional Oil Required in ounces minimum tonnage of capacity reduction. ROTARY COMPRESSOR Example: 10 ton R-22 2 pipe system that reduces capacity to 5 tons. Select 1-3/8"suction line,this is the largest available If you are selecting a unit with a rotary compressor,the suction line size for a 5 ton suction line. maximum actual line set is 100 ft. Note: 2 stage scroll compressors operate at 67%of full load capacity. A CAUTION Any application that falls outside standard limits should be referred to Unitary Products application Engineering @ 1-877-UPG-SERV. Johnson Controls Unitary Products 7 TABLE 8: CRANKCASE HEATERS FOR SPLIT UNITS Model Part# Voltage Watts Min. Max. Circum Circum 1111 S1-02541100000 240 70 19.625 27.125 Danfoss Scrolls S1-02541101000 460 70 19.625 27.125 (All) S1-02541102000 575 70 19.625 27.125 S1-02531959000 240 80 22 26 Copeland Scrolls S1-02531960000 460 80 22 26 (Residential) S1-02531958000 575 80 22 26 Copeland Scrolls S1-02533474240 240 90 28.75 35.75 (Commercial) S1-02533474460 460 90 28.75 35.75 Bristol H23A S1-02533474575 575 90 28.75 35.75 S1-02537399240 240 70 21.81 29 Check Bristol Recips S1-02537399480 460 70 21.81 29 Valve (Remainder) S1-02537399575 575 70 21.81 29 �� Solenoid Valve TABLE 9: HP SOLENOID VALVE Model Part# Voltage 3/8"Liquid Line Solenoid Valve I S1-02541203000 24V TABLE 10: MAGNETIC CHECK VALVES Liquid Line Pipe Diameter Part# Heat Pump 3/8" S1-02222498000 1/2" S1-02211519000 5/8" S1-02209099000 3/4" S1-02211520000 7/8" S1-02211481000 FIGURE 4: Heat Pump Solenoid/Check Valve Installation 1-1/8" S1-02211521000 Arrangement A CAUTION Any application that falls outside standard limits should be referred to Unitary Products application Engineering @ 1-877-UPG-SERV. Subject to change without notice.Printed in U.S.A. 247077-UAD-H-0209 Copyright v)2009 by Johnson Controls,Inc.All rights reserved. Supersedes:247077-UAD-G-1008 Johnson Controls Unitary Products 5005 York Drive Norman,OK 73069