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1975 Rahncliff Ct41/'' City of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit #: q 0 Permit Fee: On Date Received: Staff: L 2010 COMMERCIAL PLUMBING PERMIT APPIpCATI9N Date: ✓ IS V Site Address: 1 C -CC 1-,= Cr NMI 2O1)t2'7 (471Y1 6—A4/4214-•• Tenant: Suite #: PROPERTY OWNER � (`% F d� 6-4-S-0-4------ Name: �'C.��t 'X-0-4--- �- ne: 1411-A CONTRACTOR Metro I e5ilny , / 7 Petit _ Name: License #: C ,_ `'f fiord ..:, nary Address: ='a) 31222 Cedar Creek 1�®ad State: Zip: ►r>,tkle�/, CMN 5O Phone: (t ( Z.— 22_� ` 5 `, < Email: TYPE OF WORK New IV -Replacement Repair Rebuild Modify Space _ Work in R.O.W. _ _ _ Description of work: PERMIT TYPE COMMERCIAL New Construction Modify Space Public Works) meter. _ Irrigation System (_ yes / no) ( I RPZ / PVB) _ _ • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Meters Call (651) 675-5646 to verity that tests passed prior to picking up Domestic: Size & Type Fire: 1 Yes _No Avg. GPM High demand devices? _No Flushometers COMMERCIAL FEES: $55.00 Minimum (includes _Yes 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 Permit Fee requires a $5.50 surcharge) = $ 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 $v_ / J % v Water Supply & Storage $ State Surcharge TOTAL FEES $ 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 inordance with the approved plan in the case of work which requires a review and approval of plans. 2-6 X x �a Applicant's Printed Name Applicant's Signatu FOR OFFICE USE Approved By: Date; Required Inspections: _Under GroundRough-In Air Test _Gas Test _Final PRV Required: _ Yes Page 1 of 3 H1 LTON . . t? . . • M ?. C,eL`tttiCQte Of CCCIipQIiC? U91tv of Cfagan Mepartraeut of zsi[bittg attf3pection This Certificate issued pursuant to the requirements of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building constructiort or use. For the fo!lowing: ? ?1L USC CliSSlflpLlon: yOMM 1•EW Bldg. Permit No. 30785 ?upawy Tra A3 R1 yoning Disuict PD Type Consc V 1 Hr NUE & TORGERSON lI 335 S F1 BENSON AVE.,;WILLMAR MN owwr or suiiaing „ naa.? 1975 :.Ll FF ::T L , B , NGLIFF RD BuiWing Address Lacdiry D81e: ?^? ?? ? i. Wilding Ofricial - POST IN A CONSPICUOUS PLACE SITE ADDRESS Unit # Permit # L / B ? Sect./Sub. INSPECTION INSPECTOR DATE COMMENTS /A ?? • IO- • .1 t ?. . 13A?Yi'1 10-23=?? 3? G d- ?Sa 11 ,i ? T ? - G . ra x ?S e '9 z?-9 ? Pg??tsJ ci ? p ' ?/ ?f rN 'B . ? ? `?? ? ? ?? ? ? aa ? a P?,n NW INSPECTION INSPECTOR DATE COMMENTS ?.? X Q 41s y c ?-? - f df ~ ? ' ? ! ??CJ ? •? r? a. r n, ?? ?_;? ?-? ? ? 2?s ? - ne?r S?^o Ke, Pc ?? r?„ ,,.-'- 5. ? -`l - - ?o l t? , z??- ?' ? ?INSPECTION RECORI) ,??°` ,Ct1rY OF EAGAN PERMIT TYPE: . 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: PERMIT SUBTYPE: a M1 I. I1- f i' . r. • rtf Fti 1it?'•, tlY+? . r: TYPE OF WOrRK: t!I 31 P? t iVli "iih/ tit+ i&4fifT14I INSPECTION D. . D• . .?<: J Permit No. Permit Holder Date Telephone # ELECTRIC u-6. PLUMBI HVAC Inspection Date Insp. Comments FOOTINGS ( FOUND o` /o( FRAMING ROOFING ROUGH PLUMBING y PLBG AIR TEST - p-r ROUGH HEATING GAS SVC TEST 7 / INSUL GYP BOARD FlAEPLACE FIREPLACE AIR TEST FINAL PLBG i ? FINAL HTG ORSAT TEST E3LDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECKFINAL ., / " ?. r. 7- v -• . %-- ? ? Mike Maguire MAYOR Paul Bakken Cyndee Fields Meg Tilley COUNCIL MfMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community. September 12, 2008 Commonwealth Land Title Insurance Co. 8500 Normandale Lake Blvd. Minneapolis, MN 55437 Re: Landscape Deposit 1975 Rahncliff Ct., Eagan MN 55122 Lot 1, Block 1, RahnCliff 3ra Additlon Dear Sir or Madame: Commonwealth Land Title Insurance Co. submitted a landscape security deposit to the city in conjunction with the building permit for the facility 1975 Rahncliff Ct. in the Rahncliff 3ra Addition in October of 1997. After inspecting the site we found the landscaping to be in satisfactory condition. Consequently, the deposit can be released. The refund will be forwarded to you under separate cover. While we are releasing the security deposit, please note that the property owner continues to be responsible for maintaining the health of all plantings on the property, and must replace any plants that die or are removed due to disease. If you have any questions, please call me at 651-675-5684 or Sarah Thomas at 651-675- 5696. Sincerely, ,. , 1 FrarX Doherty --'"? Planning Department cc: HGIE LLC, PO Box 1020, Willmar, MN 56201 Sarah Thomas, City Planner ??/, ? 2006 C OMIVIERC.IAL YL U MKIN Ex PERMI'I' APPT,ICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 V:D C3) Da#e c ?- l j Site Address _ Unit # ? Tenan# Name ?. Former Tenant Name Property Qwner Teleghone # ( ) Contractor ??'`?'`s" V? ???.-?5'?r ? ? Address ? 12- 21-2-- Teteghane # ( ?j( Zi p State License # ?1 ? ?s= ?'? The Apglicant is Ovvner Contractar Other Modify Space _ Irrigatian System** _ Yes _ No Work in pubiic r-o-w 1 easement? New Bidg E'Vork Type _ _ RPZ PVB: ivew _ RepairlRebuild _ RepEace _ Remove ? Rain sensors are re aired on irri ation s stems f Work ti i D on o escr p To inquzre if Pressure Reducing Vatve is required on new seivice, ca 1651-675-564fi s Meters - Call 65 t-675-53Q0 to verify that hydmstatic, conductivit}>, and bacteria Eests passed prior to picking up ccxeter. Irrigation Size & Type Av- GPM 2" turbo req'd unless smalier size ailowed by Public Works , Fire Size & Price 3/4" meter 167.00 Domestic Size & Type Avg GPM Inetudes high demand devices? _Yes ! No Flushometers _ Yes ` No PRV Required ? Yes , NQ Permit Fee $50.5(} minimum (incivdes State Surcharge) ? Gontract Va1ue s x l% _ $ Permit Fee ? Meter(s) Required on all new buitdings & boulevard irriQation svstems $ Raciio Meter Read g State Surcharge Ff vermit fee is less than S1,000, surc6arge is S.SQ 3#'aennit f? is more than $1,000, sarcharge is S.SU for each 51,000 orved. N^? ? ----------------- - --- - - Water Permit Fofiowing fees apptS when installing new lawn irrigation spstem $ Cali the City's Engineering Department, 651-675-5646, for required fee amounfs $ Treatment Flant ? Water Suppiy & Storage ? DD'""'4"State Surcharge ,. . ...,... ..,., ? ?? ? Total Fee I hereby apply for a Commercial Plumbing Permit tund acknowledge that the infQrmation is cc;mplete and accurate; ti?at the work wili be in conformance with the ordinances aod codes of the CiLy of Eagan with il)e Piambing Codes; that I nndersiand this is not a permet, but oniy an app[ication for a permit, and w?ork is not to start withont a Dermit; t?+ark «?itt tseacco?attce with the approved ptan in the case of wor1: cvhich requires a revie« and approval of plans. IV . - CTFY USE QNLI' REQUIRED PNSPECTIQNS; ? U.G. _ Air Test _ Gas Test _ Rough In Final PLAN3 SUBA'IITTED APPROVED BY: , BUILIJI3tiG IlVSPECTOR Generai Iuformation • Radio Meter Read (required on all new buildings. BouEevard irrigataon systems may require a radia read - $I41.00 • RPZ's rriust be tested every• year and rebuilt every five years. Test resuIts shoutd be maifed to Paui Heuer at the City of Eagan. • A minimum fee permit per address is required forthe foliawing.RPZ°s: new, rebuild, repair, rsmcsve. • Water meters include copper hornlstrainer, remote wire; and lauch-pad meter. NiETERS REQUIRIltiG 4-Ht3UR ADVANCE NQTICE PRIOR TO PICK UP GPM METERS USE - PRICE GPM METERS ? USE -- -- PRICE , 1-20 5I8" residential $130.00 4-120 l-1/2" irrigation syst ? 827.00 C displacement or _ turbine** Public Works ? maximum small coanmercial must approve ? continuous meter size 10 2-30 3f4" Iawn irrigatign $I67.00 4-160 2" turbine Iarge irrigation S 1,040_00 . maximum displacement residential system & continuous or production lines j 15 sma11 commerciai ( 3-50 I" displacement large residential S210.00 1/4 to ibfl 2" compound bldgs over $ 1,962.00 i i bldg to 24 units 65 units ? ? maximum ? . smatl eammereia4 & continuous & , targe corr?m btdgs 25 irrigation s}'stetns 5-100 1-112" 25-64 unitbidgs $515.00 l maximum displacetnent & ; continuous most camm blcigs 50 METERS REt}UIRII'dG 30-DAY ADVANCE N4TICE PRIOR TE} PICK UP GPM METERS USE PRICE GPM NiE''ERS U8E PRICE 5-3i0 3" turbine very (arge irrigation $1,394.f10 6-SOQ 4" coFnpound --30(1 unit bldgs $3,864.00 system & praduetian & verY l?'ge iines eomm_ bldgs 112-320 3" compound +200 unit bldgs $2,516.00 10-I000 6" cornpound +400 unit bldgs $6,436.00 very large very large comm bld'as comm bldgs I 5-1400 4" turbine very large $2,495.00 irrigation systems & production lines C:omments _ _......_...... ....:......... ? To scFsedute inspeetion of the inside water [ine and backflow preventer, ealt 65 }-675-5675. • To anange for water Eurn-an, 6aI1651-675-5200. cc: Utilit} Division Systems Analyst January 2006 ro zp3 FIRE SUPPRESSION SYSTEMS Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 `L ? - ? Requirements: -- 2 complete sets of drawings and specifications- ' ? - - cut sheets on materials and comuonents to be used Date 0 Site Address: 7 S Tenant / Building Name: The Applicant is: Owner ? Contractor Other PROPERTY OWNER Address: City: State: Zip: CONTRACTOR MN License No. G?o sCs Address: City: ? State: ,?i?? Zip: '2?/ 3 Phone #: ESTIMATED COMPLETION DATE: FIRE PERVIIT TYI'E: ? Sprinkler System (# of heads Fire Pump Standpipe Other: WORK TYPE: New Addition ? Alterations _ Rer`r"iodefi ..---~? , Other: ? r . 4 L?;t .. ._. ..- -- ._._ ... .. _ .. , - - - DESCRIPTION'OF WORK: KCommercial Residential ? BY---?ducational ? - - ----,., Other: PLEASE COMPLETE REVERSE SIDE PERMIT FEE: Contract Value $ In x .01% _ $ sz:). 'T-D Permit Fee • If Permit Fee is $1,000 or less, add $.50 =:> $ • 5M State Surcharge If Permit Fee is over $1,000, add $.50 per $1.000 Permit Fee 3/4" Displacement Fire Meter - $156.00 $ TOTAL FEE: $50.50 Minimum Fee (includes State Surcharge) $ J? •?'J 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 wark 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'srSignature .(c?i ???,o.? --T Date DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic Flow Alann Drain Test 80v9?i 1 rip Pump 1 est Central Station Final Conditions of Issuance: ? ? . _ ... , . , .. . i Permit Approved by. -. .. , . - . . Date:: CITY USE ONLY 1 '1 " ? C) PERMIT #: RECEIPT DATE: COMMCUL PLUMIN6 PFJtM1T A&PLICAITON ? crryoFEAGM s$so PH= KNOB ltD _ RAGM,MN55122 e51-681,4675 lNCOMPL APPLICATIONS WILL NOT BE PROCESSED Date: a - 19 -01 WORK TYPE New Bldg Add-on Repair X RPZ _ PVB ' Irrigation system * Must complete reverse side of application also. Required meter size is 2" turbo unless smaller size permitted by Public Works DESCRIPTION OF WORK ?hu.t1d- (_'?:&Q ajj&CtLQCi To inquire if Pressure Reducing Valve is required on new service, ca11651-681-4646 METERS - Ca11651-681-4300 to verify that hydrostatic, conductivity, and bacteria tests passed nrior to nicking up meter Irrigation Size & Type _ Fire Size & Type _ Domestic Size & Type Does this include high demand devices? FLUSHOMETERS _ Yes -No Avg GPM Avg GPM Avg GPM .PRV REQUIRED _ Yes _ No SiteAddress: 19-t5 h4.hACl4 k?_ lac'ktA,MW ?Aa:-??`?? , . , . ,. . Tenant Name: ?bli0 Y\ n ' Telephone #: kp ?9U0S . ? ... .. . , _ __ _ .._ _ __. _. _ _ . . _ c . . . .. ._ . _ .. . _ (Area Code) Was there a previous tenant in this space? _ YN. If Yes, Name: Installer Name: fk16,rS MPGhLQ.ni [ud ?Q rU i[?s, 1-nc . Telephone #: (Area Code) Installer Address: ,AtX-) t.Caa st ?Ict-h N i?? City: St. 1 011 ? State: (y1 ? Zip Code S 5 t 07 FEES Contract price $ x 1 % ($50.00 minimum) Required on all new buildings & bouievard irrigation systems (Acct # 9220-4509) Surcharge: $.50 Minimu ntxact.fae.,ex.ceed: 50 cents per $1,000 contr?e FEB 1s zool I+m I hereby acknowledge that I have read this application, ordinances. It is the applican@ yPCnnnc.rhilitvtn nntifvth -`..s"?'.?.?..._.?.?.?; during its norxnal operarional and mamtenance activities calculate at From Reverse Contract Fee $ Meter(s) $ Radio Meter Read $ State Surcharge $ N SD New Service $ UI Tota? $ tDD . z? stat that the informarion is correct, and agree to comply with all applicable City of Eagan ?-rqperty owner that the City of Eagan assumes no liability for any damages caused by the City to the facilities constructed under this permit within City property/right-of-way/easement. SIGNATURE OF PERMITTEE CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test Gas Test _ Rough In _ Final I - z° 14-" B( I I PLANS SUBMITTED APPROVED BY: BUILDING INSPECTOR _ Yes _ No ? IRRIGATION SYSTEM (CONT) r - Service: _ existing (if coming off domestic line) OR - new If "new service"; contact Jerry Wobschall, Finance Consultant, to confirm adding fees for: Water Permit & Surclxarge - $ 50.50 $ Water Supply & Storage - $ 860.00 $ Water Treatment Plant Charge - $516.00 per SAC unit $ Fees to be added to front side of application $ GENERAL INFORMATION • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $153.00 (Acct Code # 9220-4509) • Water mQtee s,inclucte copoerhorn/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" displacement residential $115.00 4-120 1-1/2" irrigation syst $ 727.00 smcommercial turbine** **mustreceive maximum approval from continuous Public Works 10 2-30 3/4" displacement lawn irrigation $149.00 4-160 2" turbine lg irrigation syst $ 899.00 maximum residential & continuous sm commercial production lines 15 3-50 1" displacement very lg res $194.00 1/4:to 160 2" compound bldgs over, $, 1,757.00 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 $428.00 maximum displacement & continuous most comm bldgs 50 METERS RFOUIRING 30-DAY ADVANCE NOTIC PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very lg irrigation syst $1,184.00 6-500 4" compound +300 unit bldgs 8c $3,476.00 & production lines very lg comm bldgs 1/2-320 3" compound +200 unit bldgs $2,212.00 10-1000 6" compound +400 unit bldgs $5,711.00° very lg comm bldgs very lg comm bldgs 15-1000 4" turbine . very lg irrigation sysf $2,132:00 & producrion lines Comments • To schedule inspection of the inside water line and backflow preventer, ca11651-681-4675. • To arrange for water turn-on, ca11651-681-4300. cc: Kris Forster, Maintenance Division Clerical Technician Updated 1/01 ? ? ::?.?:. i,•.'."i{`;:J{`..?r:.??i:iC?;ry!ii'..`?:.N.:j:??'.:"r?i?::? :rn. ;: ;E?;.fi"??.?i:%t.i{;?j'::i::ji!{f{;;y'..;: ;;.%(•,:?i '_• t. 1 ki! l..JF ?::.i-! ::r p???'•' ..v i_'i (... ' f. .....:..t..?\l'? ?.1 1 !...r..;•! :.?.1(•?t_. fi?':+::i?i, +'l.t l.,Pi;:;,-? :.{-:;:i;; ..1;=? . ?. Dc.•, ? r!:?:. ?, ,r,._? ....... ?? :I. t.l%t' { ; i .., r .s. i•1 En W`"". 0i:s . :•h•i ?i... ? ?.::?Tf?'I?.:l?;p?iC:.fi?... k ?°? -,:. ?. ? .?.?....._ , •??.7?:: ._..,:';s i875 i::.r::...!F? :::t.'t.: ?. ??.;??.I"1!?.i.:?._ :.t° ?- 105,193.76 r,?::...:? +:: r _, , ._?:_?1._?.i. i875 ,.,. .... . ,. . ..\? 1 1•r.:•. I+.t••?I ll ??4.?c....;.? , :: . 2C:.•_! ? 5,000.00 ... • . .... ,... .;. ft _ .?. .?.t.?... . „ 03.76 1 t;.'?:.a}.l. :`•'.?ii:'F:'f?•i7:l.r.?.?; t?Hi!.J=.;i'? ?: F_ , tr`? "?''.?'?. ?:: •1 t:i l,,,ci .t St:..... USE`'.. .j. & :.i AN yfj•l; •?ir?i?'?: •.Ir.,??.t: ?i?•.4???i/ ?t?:f:•v:.?..y.J:•.1:?.?:•t:.,t _?r......i:.??..?...•-?t??:': ;t:??a:.•?I?v'\.?i??'.4?t .; ? CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT ' PERMIT TYPE: B U I L D I N G Permit Number. 030785 Date Issued: 10/07/97 SITE ADDRESS: P.I.N.: 10-62727-010-01 1975 RAHNCLTFF CT LpTs 1 BLOCK: 1 RAHIdCLIFF 3RD DESCRIPTION: HTLTON armit Type Type COMP9, /INp. NEW A3 R1 V-1 HR pD 226 124 ; q 16,646 213 HqTELiMQTEL -0 ? ?v ?op??? ? ppa w. ?? ? if_ REMARKS: FEE SUMMARY vAt,UaTIvN $295.00,00e Base Fee Plan F2eview Surcharge SAC J Ci {.r % SAC Units Subtatal $66,476.46 CITY SAC 5&W PERMIT 5&W 5URCHARGE TREATMENT PLAPdT PARK pEqIGATION TRAIL DEDICATIQN LANDSCAPE 6UAf2 Total Fee CONTRACTOR: _ Ap p 1 i c a n t- TECH BLDRS ING ' 22355561 410 DOWN7pWN PLAZA FATRMONT MN 56031 (507) 235-5561 APPLICANT/PERM $9,137.25 $5,939.21 $1,050.00 $50,350.00 100 53 $5,300.00 . $100.00 $.50 $GL q 260 • ?JeJ $8p.V7 2. GYJ $2,384.80 $5.000.0fb $110p 193. 7'6 OWNER: NUE &'f06ERSON TI, L L P 335 5 W BENSON AVE WILLMAR MN 66021 (320)235-7207 1(pin bUf Mg ISS EDt. SIG ATORE k . j ? - -- \ Y 1997 BUILDING PERMIT APPLICATION (CO ,°-°=?°?----?? ----_ - CITY OF EAGAN 681-4675 _- ii: !l ? 193,76 2 7? ? 7AVG.. The following are required with appropriate oertification for all r? construction: • 2 each: architectural plans; mech. 8 elec. plans; fre sprinkier plans; structural plans; site plans; landscaping plans;'grading/dr ia nage/erosion control plan; utility plan • 1 each: set of specifications; set of energy calculations; electrical power 8 lighting form; Special lnspedions & Testing Schedule ? Letter from MC/WS (phone #222-8423) indicating SAC determination • Code analysis indicating: codes used; occupancy Gassffications; setbadcs; maximum allowable area as per Building and City Codes along with sq. ft. per floor; type of construction (synopsis of construction components) & any occupancy or area separation walls; occupancy loads; exit synopsis with a diagram indicating exiting loads from each room or area, travel paths & all rated corridors; plumbing flxtures; and paricing. DATE: 8-21-97 WORK TYPE: X NEW _ REMODEL DESCRIPTION OF WORK: -Gene-ral Construction CONSTRUCTION COST: $2,500,000 TENANT NAME: Hi 1 ton SITE ADDRESS: „ V .,tm .,.. LOT l BLOCK 1 gUgp. Rahncliff 3rd Addition p.I.D.# 10-62727-010-01 PROPERTY Name: NuE AN[LTLLr.,FRSnN T T, i_ i_ a_ Phone #: '12n_2-15_7207 OWNER L„s, FIaST Street Address: 335 S.W. Benson Avenue City: Wi l lmar State: MN Zip: 56021 CONTRACTOR Company: Tech Bu i l ders I nc . Phone #: 507-235-5561 Street Address: 410 Downtown. P1 aza City: Fairmont, MN Zip: 56031 ARCHITECT/ Company:Johnson,Sheldon&Solenson Architectsphone#: 320-235-7775 ENGINEER Name: John Hafner Registr8tlon #: 22890 Street Address: 201 S.W. 4th Street City: Wi l lmar State: M?v Zip: 56021 Sewer & water licensed plumber (only if installing sewer & water): Unkn?ian t;11 h; rl 1 hereby acknowledge that I have read this app{ication and state that the informaX( is correct and agree to comp?y with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of OFFICE USE ONLY ` Y BUILDING PERMIT TYPE 0 01 Foundation ? 19 Comm./Ind. Misc. 0 21 Miscellaneous ,a" 18 Comm./Ind. ? 20 Public Facifity WORK TYPE 0' 31 New ? 33 Alterations o 35 Tenant Finish ? 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) ;v,- 1 H-ra Basement sq. ft. MC/WS System ?l - (Qllowahlo) i _ i ,.+ 2 ?'isct FI,+nr gM. f#. [':i±y !f1/?lar i UBG Occupancy .43 2 i sq. ft. Fire Sprinklered Zoning sq. ft. Census Code zl3 # of Stories ? sq. ft. ' SAC Code - Length sq. ft. Census Bldg. ? Depth Footprint sq. ft. ? Census Unit ?- APPROVALS Planning Building Engineering Variance Permit Fee / 1,3 7a ? 'Valuation: $ o ° ° Surcharge j,D S`Za • 6D Rlan Review S, aA MC/WS SAC ?o } 3s ?-S-3X jS o City SAC ?' 30 ? ? ?, Water Conn. S/W Permit S/W Surcharge . So Treatment PL 2Z, 2?,s S 3 k- Y Ruaa-?hnit- Park Ded. f) Z '3 7?? I nr ecYP Trails Ded. Water QuaL - Other ?`-?- ? o o a 4,cO.Syi Copies J Totai: _!13< ` - % SAC SAC Units . ? Meter Size ? - -` - -- y, ? 031? 6 ? C[TY USE ONLY L BL RECEIPT #: SUBD. RECEIPT DATE: 1998 PLUMBING PERMIT (CODDMERCIAL) CITY OF EAGAN 3830 PILOT EINOB RD EAGAN, NN 55122 (612) 681-4675 Please complete for: all commerciaUindustrial buildings multi-family buildings when separate building permits are not required for each dwelling unit backflow preventer to be installed in commercial areas or residential boulevards Date: Work Type: _ New Bldg. _ Add-on _ Repair U.G. Sprinkler _ RPZ Description of Work: Is Water Meter Required? ? Yes _ No Water Flow s GPM To inquire if Pressure Reducing Valve is required on new service, ca11681-4646. FEES 1% of contract price or $25.00 minimum Contract Price: $ x 1% _ $ Service: _ Existing (if coming off domestic line) OR _ New Backflower Preventer Permit Fee g-) I.O?D Water Meter 1" @ $-f0y---00 01' 2" Turbo @$04*10 ` g?,_ If "new service" add Water Permit $ 50.00 = WAC $ 780.00 = Water Treatment $ 420.00 City Installed Tap $ 300.00 Permit Fee $ State surcharge is $.50 per $1,000 of ep rmit fee or minimum of $.50 per permit State Surcharge $ _ •? ? 9`V.. '-J? Total Fee $ I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement. SITE ADDRESS: TENANT NAME: ??? INSTALLER NAME: AAU\g?? p 4 STREET ADDRESS: / (411c) b? 3 Ab CITY: STATE: ZIP: :?? SIGNA TELEPHONE V' `-'l\ RE OF PERMITTEE CITY USE OIYLY COMMERCIAL PLUMBING PERMIT - 1998 METER S[ZE Domestic Irrigation V 2 UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY) REVIEWED BY: 2a Building Inspector To determine meter size PRV Yes _ No Date * See if it is indicated on back of Building Inspections card * Enter address in PIMS Screen 301 to obtain S&W permit # * Check PIMS Screens 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 will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. Before selline meter * Check PIMS Screen 320 for approvat of inspection results. No meter will be sold before all sewer and water inspections are complete on a new service. If new service lines are not required, one check may be written for meter and permit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forward copy to Utility Billing Clerk. * Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miscellaneous Information * The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Cenoral Maintenance Division may be reached at 681-4300 for water turn-on. , * ff ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there. JS/Forms.bid/plbg permit (comm) 1997 ? L BL ? SUBD. CITY [JSE ONLY Q o RECEIPT #: P?? 7 RECEIPT DATE: 1997 PLUMBINfi PEftM1T (COMME$CIAL) CITY OF EAfiAN 3$30 PILOT KNO$ RD EACAN, MN 55122 (612) 681-4675 Please complete for: all commerciaUindustrial buildings multi-family buildings when separate building permits are not required for each dwelling unit backflow preventer to be installed in commercial azeas or residential boulevards Date: D /17 Work Type: A New Bldg. _ Add-on _ Repair _ U.G. Sprinkler Is Water M ter Required? _X Yes No Water Flow GPM ?'?E vO 1% of contract price or $25.00 minimum Contract Price: $ Z OD ?`? x 1% _ $ Z DDD COMPLETE THIS AREA IF INSTALLING UNDERGROUND SPRINKLER SYSTEM Service: Existing (if coming off domestic line) OR ! New Backflower Preventer Permit Fee $ 25.00 Water Meter 1" @ $185.00 or 2" Turbo @$846.00 $ $ If "new service" add Water Permit $ 50.00 = $ WAC $ 780.00 = $ Water Treatment $ 420.00 = $ City Installed Tap $ 300.00 = $ A To inquire if Pressure Reducing Valve is required on new service, ?S ca11 681-4645. INSTALLER NAME: ?f i it//f/eSD, lU 4P,0&? `ELEPHONE 2- C yl!;Oe Permit Fee $ ;..000 J State surcharge is $.50 per $1,000 of ep rmit fee or minimum of $.50 per permit State Surcharge $ 1 Total Fee $ 0? I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activiries to the facilities constructed under this permit within City property/right-of-way/easement. siTE aDDxESS: 197S &NcLa'?' OWNER NAME: k ?'r-4- 7h,0_,qezj_,5 a/J ,. L- LA STREET ADDRESS: Gt/?vfi 3 2d p V2 --- CITY: S?A K t7 Inn " Nl 0 STATE: ? ZIP: ..3 SIGNATiCIWO'F PERMITTEE CITY USE ONLY COMMERCIAL PLUMBING PERMIT -1997 METER SIZE PRV Yes No Domestic 12 ?i Irrigation UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY) $ REVIEWED BY: 1-31,? Building Inspector /(?' Date To determine meter size * See if it is indicated on back of Building Inspections card * Enter address in PIMS Screen 301 to obtain S&W permit # * Check PIMS Screens 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 wili be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. Before seliinQ meter * Check PIMS Screen 320 for approval of inspection results. No meter will be sold before all sewer and water inspections are complete on a new service. If new service lines are not required, one check may be written for meter and permit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forward copy to Utitiry Billing C1erk. I * Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Misceilaneous Information * The installer is to contact Building Inspections at 681-4675,for inspection of the inside water line and backflow preventer. The Central Maintenance Division may be reached at 681-4300 for water turn-on. * If ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there. ° JS/Forms.bld/pibg pcrmit (comm) 1997 v./ CITY USE ONLY ? L ? BL r SUBD. &?? RECEIPT #: RECEIPT DATE: 1997 MECHANICAL P£RMIT (COMMEftCIAL) CITY OF E4CAN 3$30 PILOT KNO$ RD EAfiAlv, MN 55182 (612) 6$1-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: (? ? CONTRACT PRICE: "7 00 WQRK TYPE: NEW CONSTRUCTION INTF.RIQR IMPROVEMENT DESCRIPTION OF WORK: A-41, c, v1d Q < A., le / FEES: 1% of contract price OR $25.00 minimum fee, whichever is greater. Processed piping - $25.00 CONTRACT PRICE x 1 % _ PROCESSED PIPING PERMIT FEE STATE SURCHARGE /. ?0 ($.50 per $1,000 of permit fee due on all permits.) TOTAL - /. 60 ------------------------------------------------------------------------------------------------------------------------- SITE ADDRESS: I a?'?15 1? ?-,?S??c?? ?--? OWNERNAME: PHONE #: TENANT NAME (IMPROVEMENTS ONLY): INSTALLER: 'Ele, 1 IUL_MUlAkM L ?0_? ??_Z PHONE #: ADDRESS: ? 60)?? t -,-- ??aS-?M-7 STATE: im ZIP: 15,5V L._ a CITY INSPECTOR CITY USE ONLY LOT BL RECEIPT #: SUBD. RECEIPT DATE: 1997 MECHANICAL PER1VIIT (RESIDEN'1'IAL) crrY oF EAsAv sgso PiLOT xrro$ ftn EAsAv Mrr 55122 (618) 6$1-4675 Date: _ Complete this section only if you aze installing HVAC in single family, townhomes or condos under construction and not owner /occupied • HVAC: 0-100 M B T U $ 24.00 ADDITInNAL 50 M BTU 6.00 • Gas outlets (minimum of one required @$3.00 ea.) • State Surcharge: • TOTAL: .50 Complete this section onlv if you are remodeling, adding to, or repairing existing single family dwellings, townhomes, or condos. Note: Mechanical permit is not required for alteration/add-on to ductwork in existing- residential units; but is required for the following: Install furnace Install air exchanger, i.e. Vanee system, etc. Minimum fee applies to all remodel or add-ons of existing residences State Surcharge SITE ADDRESS: Install air conditioning Other $ 20.00 - .50 Total: $ 20.50 OWNER NAME: PHONE #: INSTALLER NAME: PHONE #: STREET ADDRESS: CITY: STATE: ZIP: JS/FORMS BLD/MECH PERM[T (RES) - 1997 SIGNATURE OF PERMITTEE //, ,C3/, a1?'(4? Department of Administration .?b..?_ June 1, 1998 Nue & Torgerson 335 Benson Ave. S.W. Wilimar, MN 56201 RE: Hydraulic Passenger Site: Hilton Garden Inn, Car #2 1975 Rahn Cliff Ct Eagan, 55122 Dear Sir/Madam: - Elevator ID# -04355PT97-01 Minnesota Statutes Chapter 16B 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 Ru1es 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, BUILDI G COD S D STANDARDS John P. Roche State Elevator Inspectar jr/rkr (CE-2) c: Reid, Douglas Michael, BO, City of Eagan Schindler Elevator Corp. Tech Builders 'Frd ElFormCE2 Building Codes and Standards Division, 408 Metro Square Building, 121 7th P1ace East, St. Paul, MN 55I01-2181 Voice: 612296.4639; Fax: 612.297. (973; TTY: 1.800.627.3529 and ask for 296.4639 - city of eagan MEMO TO: DALE SCHOEPPNER, SENIOR INSPECTOR DALE WEGLEITNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTMENT MIKE RIDLEY, SENIOR PLANNER DIANE DOWNS, UTILITY BILLING CLERK ROD JOHNSON, UTILITIES FROM: BILL BRUESTLE, SENIOR INSPECTOR DATE: May 1,1998 SUBJECT: FINAL INSPECTION OF HILTON HOTEL L1, B1, RAHNCLIFF 3RD The Protective Inspections Division will be performing a final inspection of 1975 Rahncliff Ct on May 27, 1999. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return 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 CD/bldg insp//final insp - comm bldgs a city oF eagan THOMAS EGAN Mayor PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN September 12, 1997 THEODORE WACHTER Council Members THOMAS HEDGES City Administrator MR JOHN HAFNER E. J. VAN OVERBEKE JOHNSON, SHELDON & SOLENSON ARCHITECTS Ciiy Clerk 201 S W 4TH ST WILLMAR MN 56021 RE: . HILTON `-LOT 1, BLOCK 1, RAHNCLIFF 3P-D Dear Mr. Hafner: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above referenced project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: Submit a completed Special Inspections and Testing Schedule. 2. Submit energy calculations. 3. As per our conversations, we are requesting that the corridor/elevator lobby design be revised to reflect compliance with U.B.C. Section 1005.10 which states in part "......the lobby shall completely separate the elevators from the corridor construction conforming to Section 1005.7.....". This section further states, "In fully sprinklered office buildings, corridors may lead through enclosed elevator lobbies if all areas of the building have access to at least one required exit without passing through the elevator lobby." As you can see, this provision is allowed only for office buildings. It is our position that Space 139 is a corridor. MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 551 22-7 897 PHONE: (612) 681-4600 FAX: (612) 681-4612 TDD: (612) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equai Opporfunity/Atfirmative Action Employer MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-4300 FAX: (612) 681-4360 TDD: (612) 454-8535 4. Our occupant load calculations for Room 152 indicate that Door 152 should swing in the direction of travel. Please revise while taking into consideration, corridor obstructions from the door swing - U.B.C. 1004.2. 5. Provide details on how you are designing handicapped accessibility for the pool and hot tub - M.S.B.C. 1105.4.9. 6. U.B.C. Section 708.3.1.2.2 requires draftstopping in the attic. The area between draft stops may be 9,000 square feet and the greatest horizontal dimension may be 100'. Any openings in the draft stops must be protected by self-closing doors with automatic latches. 7. Provide two copies of the revised sheets indicated in Addendum No. 1 as they were not received. 8. Provide attic access as required in U.B.C. Section 1505.1. 9. Verify the roof ventilation complies with U.B.C. Section 1505.3 which requires the net free ventilating area of not less than 11150 of the area of the space ventilated. 10. Revise the south elevation of Sheet A3.1 to reflect a revised clearance. U.F.C. Section 10.204 requires a minimum clearance of 13'6". We are requesting a 14' clearance for our fire apparatus. 11. Provide tested assemblies that indicate not less than an S.T.C. rating of 50 for the floor/ceiling assemblies and wall assemblies - U.B.C. 1208.2. 12. Verify that the entrance doors from interior corridors have an S.T.C. rating of not less than 26 - U.B.C. 1208.2. 13. U.B.C. Section 1208.3 requires an IIC of not less than 50 for the floor-ceiling assemblies. Provide a tested assembly verifying this. 14. No openings in the rated ceilings are permitted other than Exceptions 1 through 6 in U.B.C. Section 710.2. 15. Provide a space at the front desk that complies with M.S.B.C. Section 4.3.1.5. for the checkout counter. 16. M.S.B.C. Section 1103.1.2,9.3 requires that in addition to the accessible guestrooms required in Table 11-D, you must provide four rooms for persons with heazing impairments. These rooms shall be provided with visible and audible alarm-indicating appliances activated by both the in-room smoke detector and the building fire-protective signaling system. 17. Provide an analysis showing that shrinkage of the wood framing will not have an adverse effect on the structure or any plumbing, electrical, or mechanical systems or other equipment installed - U.B.C. Section 2318. 18. U.B.C. Section 504.6.4 prohibits roof openings within 5' of an area separation wall. Verify that the ridge vent complies. 19. Be advised that any underground ducts such as detail 5/M-2 would require an additional drainage system - M.S.B.C. Section 1346.1009. 20. Verify that all accessible restrooms have vertical bars. Revise 7/A-7, 33/A-7, and any remaining details. 21. U.F.C. Section 11.302b prohibits the placement of any dumpsters within 5' of combustible walls - add ballards, or revise as needed. If you have any questions or concerns, please contact me at 681-4699. Sincerely, Dale Schoeppn Senior Inspector DS/js TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIItE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: e .2- "Z -?j- ? l ? The _ preliminary construction plans for e?Z Z /7'0 h aze in our plan revie section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No Signature landscape security required water quality dedication park dedication trail dedication tree dedication Date ZONING? JS/FORMS-BLD/PLAN REVIEW/DALE S Metropolitan Council Working for the Region, Planning for the Future Environmental Seruices August 21, 1997 Joe Voels Construction Analyst 1 Q City of Eagan ? p 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: 2 Q,-4 h C l; '1` 1' &I 3 0 ? 'R ? The Metropolitan Council Environmental Services Division has deternuned SAC for the Hilton Garden Innflocated within the City of Eagan. This project should be charged 53 SAC Units, as deternuned below. Charges: Guest Rooms 100 rooms @ 2 rooms/SAC Unit Dining 40 seats @ 22 seats/SAC Unit Meeting.Rooms 1,456 sq ft@ 1650 sq ft/SAC Unit If you have any questions, ca11 me at 602-1113. Sincerely, Jodi L. Edwards Staff Specialist Municipal Services Section JLE:bw 970821 S l.doc cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Jeff Greischar, Tech Builders, Inc. SAC Units 50.00 1.82 0.88 Tota1 Charge 52.7 or 53 230 East Fifth Street St. Paul, Minnesota 55101-1633 (612) 222-8423 FaY 229-2183 TDD/TTY 229-3760 An Equn1 Opportunity EmpLoyer TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS ; GENE VANOVERBEKE, FINANCE DIItECTOR f RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY 4.4ti c /,'7/( 3rc(i' FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: e l ? The _ preliminary construction plans for f? h are in our plan revie section for your review and comment. Please return this form to Dale Schoepuner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: J ,r? Gr/, X 7 Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes 0 No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedication park dedication trail dedication tree dedication I I '1? wl??? Sig re ZONING? I - st.-Ql Date JS/FORMS-QLD/PLAN RGVIEW/DALE S ¦ , archiplan international, Itd. ARCHITECTURE • PLANNING • INTERIOR DESIGN April 29, 1997 City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Attn.: Dale Schoeppner Senior Building Inspector Re: Homestead Village 3015 Denmark Avenue Eagan, Minnesota Froject No. 97009 Dear Mr. Schoeppner, ? -? r' ? At your suggestion, our firm called IBCO and spoke with Paul Armstrong regarding UBC Section 1005.10 requiring a separation befinreen the elevator lobby and the exit corridor. He basically agreed that the exit corridor should not pass through the elevator lobby. We then discussed whether or not the main entry also had to serve the function of an exit. Paul Armstrong indicated that the main entry did not have to act as an exit if we had sufficient exits throughout that floor level. Based on our conversation with Paul Armstrong, we will remove the exit sign directing the occupants to exit through the main entry. In addition, we will swing the inside doors of the Lobby/Reception 170 the opposite direction and direct the occupants to exit down the corridor, on the opposite side of the building, through Vestibule 198. Archiplan International, Ltd. would appreciate your confirmation and acceptance of this solution as defined. Thank you for your prompt response to this issue. Si Ar iplan International, Ltd. ames E. Sparesus ARA, NCARB, RA President lab/cs cc: Brad Brakhage - Homestead Village 955 n, plum grove rd. s!aite e. (847) 619-95?= schaumburg, illinois 601 73 fax N(847) 619-1 ::C city oF ecigan POSt-ito Fdx NOt2 7671 Date p s? ag°e To From Co./Dept.'??;tl, Co. Phone # ' Phone # 7- Fax # Fax # PATRICIA AWADA BEA BLOM9UIST SANDRA A. MASIN THEObORE WACHTER Council Members May 6, 1997 THOMAS HEDGES City Adminimator E..1. VAN OVERBEKE C:ty Cierk 1VIR JAiMES E SPARESUS ARCHIPLAN INTERNATIONAL LTD 955 N PLUM GROVE RD SLTITE E SCHAIJMBURG IL 60173 RE: HOMESTEAD VILLAGE 3015 DENMARK AVENUE Dear NIr. Sparesus: Thank you for your correspondence dated April 29, 1997. We agree that the e.citing system could be designed to minimum standazds without using the vestibule or reception azea as a re uired exit. We do not believe that U.B.C. Section 1005.10 gives us the flexibility to eliminate this major portion of the exiting system from the elevator lobby requirements. This code section states in part ". ... Elevators opening into a comdor serving agroup R-1.... shall be provided with an eievator lobby ...". Since this section does not staze corridor serving as a required exit as U.B.C. Section 1005.1 does, we believe that any comdor in an R-1 occupancy is subject to elevator lobby requirements. If you have any questions or concerns, please contact me at (612) 681-4699. Thank you. Sincerely, Dale Schoeppner Senior Inspector DS/js MUNICIPAL CENTER 3830 PILOi KNOB RCAD tiAGAN. MiNNESOTA ;5122-1897 aHONE: (612) 081-1600 FAX: (bl 2) 68I-Jb i 2 iDD: (612) 454-8535 THE LONE OA.K TREE THE SYMBGL OF STRENGTH AND GROWTH IN OUR COMMUNITY c ,ucl Qpportunity/Affirmative Action Employer MAINTENANCE FACtUTY - 3501 COACHMAN PC:Ni EAC-AN. MIMNESOTA 5_9 122 aHONE. (612) 681-4300 , FAX (612) 681-4360 TDD (612) 4`4-853.`. TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR ° RICH BRASCH, WATER RESOURCES COORDINATOR Lo jL C_MIKE RIDLEY, SENTOR-PLANNER 1 GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: l ? The _ preliminary construction plans for aze in our plan revie section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: 4_A H °' ?'-?_-. Indicate any fees that are to be collected with the building permit: AMOUNT G??.9, fo s cxgo P ar W',' kto?- ? Yes V ? No Ov )D landscape security required Q?i I I?Z O N I N G? ? Yes A( No water quality dedication Yes FD No c (Q park dedication ( IRC) ? Yes D No J D , trail dedication ? Yes / No tree dedication ? Yes ? ? No (,7 , Signature , ? Date JS/FORMS-E3LD/PLAN RGVIEW/DALE S ??; ,,??' ?• ?v? ? ???? ? ???: ol September 16, 1997 johnsan,sheidon,sorensen ARCBMCTS, Inc. 201 sw 4th street willmar, mn 86201 Mr. Dale Schoeppner, Senior Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Hilton Garden Inn Eagan, Minnesota Dear Mr. Schoeppner: Thank you for your timely review of the contract documents for the above-mentioned project. We are currently putting together a response to items raised in your letter of September 12, 1997, and will be forwarding information that you requested. As discussed in previous phone conversations, we do not concur with your position, stated in Item No. 3 of your review letter, that Space 139 is a corridor rather than an elevator lobby. All areas of this building are provided with required exits without exiting through this space, and this space is separated from the required exit corridors by either walls conforrning to Section 1005.7, or by doors complying with Section 1005.8. This space meets the requirements of an elevator lobby stated in Section 1005.10. Therefor is is our continued position that Space 139 is an elevator lobby as indicated on the original plans. Due to this difference of position in regards to this plan review item, and also because any plan change at this area will adversely effect the normal day-to-day use of these elevators by both hotel employees and guests, we respectfully request an additional interpretation of this code item as it applies in this particular case. As indicated earlier, we have been in contact with Mr. Jay Woodward of the ICBO in Whittier, Califomia in regards to this issue, and he indicated that any formal review by his office would need to be initiated by your department. We ask that you begin this process as soon as possible, and we will abide by their decision. Construction on this projed is currently scheduled to begin shortly after the loan closing, which is scheduled on September 29, 1997. Thank you again for your prompt assistance in this matter. Sincerely, Ohnson, Sheldon 8 Sorensen CHITECTS, Inc. ? 4 ohn D. Hafner JDH/smb cc: Tom Torgerson Enclosure 1972-1997 Celebrating 25 Years of Progessyoazal Service to our Client arinneton&a office: Ph: 812-938-6337 Fag: 612-935-0878 wlllmar aPfice Ph: 820238=7775 Faa;: 320236-8873 lemSele johnson,sheldon,sorensen ARCMTECTS, Inc. 201 aw 4th street wilirrtar, mn 66201 September 24, 1997 Mr. Dale Schoeppner, Senior Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 9 Re: Hilton Garden /nn Eagan, Minnesota Dear Mr. Schoeppner: I neglected to enGose the two copies of the kitchen equipment plans along with my response letter to your plan review. Those plans are enclosed. I apologize for the oversight. I've also enclosed a copy of our post-bid Addendum No. Two. The city plan review items are addressed in this addendum, along with several items generated by the Hilton Hotel Corporation Plan Review, and some Owner-initiated changes. Please review this addendum as soon as possible, and let us know if it meets with your approval. The final remaining issue from your review is the first floor elevator lobby design. Please let us know if there has been any action on our request for ICBO interpretation. The Owner is planing on closing on his financing on Friday, and he would like to know the status of the building permit application prior to this closing. Please give us a call if there is any further information necessary to obtain the building permit. Sincerely, Johnson, She/don 8 Sorensen A H/TECTS, Inc. ?• John D. Hafner JDH/smb cc: Tom Torgerson, Tech Builders Enclosure 1972-1997 Celebrating 26 Years of P'rmfessional Service to our Client minneton&8 offlce: Ph: 812-935-B337 Fas: 6I2-985-0878 willmar afflce Ph: 320236-7778 Fas: 320236-8873 J? ?s ? .. MEMO - city of eagan TO: BILL BRUESTLE, BILL ADAMS, DALE WEGLEITNER, DIRK HOUSE, JOE VOELS, MIKE BARCK, FRANK MARTIN FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: SEPTEMBER 23,1997 SUBJECT: HILTON INN ELEVATOR LOBBY We have received a design in which I questioned the elevator lobby/corridor separation. Both Jay Woodward of I.C.B.O. and Scott McClullen of the State of Minnesota have indicated that they would accept the layout as is for the following reasons: l. Neither of them thought this lobby was a corridor; the spaces on each side of the lobby can act independently. 2. They said that even if you consider this a conidor, it still is not a required corridor. This entire section of 1005 is requirements for required corridors. Scott elaborated with an example of a building having a corridor for convenience that did not have to conform to the construction requirements for a rated corridor since it was not a required corridor for exiting. Scott said that if this was an office building, they could put a lobby in the required corridor with only one additional exit. With this design, you completely separate the different conidors and you have three means of exiting from the top corridor. With an R-1 occupancy, you have smoke detectors in the corridors and the bedrooms which you would not have with an office building. 4. Jay stated that with this design, they are in a way using Exception No. 3 that would allow the doors to be placed on the bulk-head of the elevator openings. Instead of putting the doors on the bulk head, they are moving the doors out in to the lobby. I realize that the State of Minnesota would not allow the application of this type of a door on the bulk-head. After reviewing these arguments, I am suggesting that we accept this design. Please give me your opinions. Thanks. t)j - ?:I? SeniorInspector DS/js cc: Doug Reid, Chief Building Official ?:\1991\91-034\FLPLAN-] Tue Sep 16 09:24:34 1997 , . . - - ? . ; •, ?I a F rt. -n r O 0 ? ? r d z U r z j I ?ILLiI I ?II? i ?I 1 I ?I Ll ?-------? ? -? i ? ? ? fif??ll I I i I ? L -------? ? ??? IN U ?@ 8 =? , ? A d ki ao { E ? Ittj?f l? ?I1 {! - - ---- -- 1? ? ??cl - . ? • o•so I •/•/ john5on, gheldon & 5oren5Cn ARCNITECTS, fnc. 2015w 4th 5trees willmar, mn 56201 Phone: 320-235-7775 Fax: 320-235-8673 Fax TranSmittal No.of page5 including coversheet: ? If you do not receive all pages, please contact this office Phone: 320-235-7775 Fax: 320-235-8673 Date: cl/?sO Re:Vit LTt9N --- EAG%14+j To: C/ I T%( From ,] O k*j ? 61Z-• Attention: DA1.6 ><Hard Copy of follow C] No Hard Copy to Foilow .W? 0 - WEPo mdr ?crunw ? tlo nk TRu ss C'-64nlZ„ _ UU t(A- 6C A-r Vh5 7lM E. Ars Sovti! 14S WE . - ? `'ed1j .4k. "W bII?N? t?OP`f ° L4inx mow%. LaNpcu, 6?jc,10MIzc" MAIZ0164t? -__?Sh"r-h. S 20,14N?ro Ac.WtfAab6M PsUIt,br 624 Saglmj N??" 6- 0 coo & 5re.- ff=!?n_N !; . Additiional Copies to: , SEP 30 '97 13:07 BRAUN INTERTEC P.2 Sep-30-97 11:05A JSS Wi77mar 1 320-235-8673 P.02 • ?''?-'?' 14:44 EAGA" 040-*C= D&V -P 1ZZFJ ?M 8673 NQ.263 P8Q2 . ' ' i??C2?L t1tYl?'Y011 ? '?'p'!'tM0 lC?eDOL? (ro be vMd la aeaoc"? wuA the •atWaIInes, !er 8peeiai Yarpeetion and nslin4-) S'bts schadnie, !O IM tiilaa out ard lnc3novd in the r=aSeCt apecitiCACiOA- Snlolmition a"avtl16ble at th$t tift !d bi t'illad eut when applytnq for t bu3ldiRg pssiait. (3) PfmL! lfa. !p bo prbvided by the Sulidieg ottleial. t2? U*! 400690tl0nG p6r U.S.C. 8aetiOn /yD/.S t3l Speetal ZeoSectos. Z'a*tfnv AQeak os FaerseRtor. (+) Pfta? COhtraeted !4 pltterm •vsvlCYO. AcKwOMLED0E11l1?'?s eiet? apptope??e? s?ntat?v? n?uat stQn Dolow; Ca1tC?rsa?or: ste: iirIN s / DlkCMs . A:eh14eOts ritms ate: q oaCe: ?? Stn . rtr?, ? ostv? . j ?'llAls ?.. ?_._ Oale: A flrma . sA: ?trmv aste: p Pirs: Date. . pJ • BiYAte Osta: , - .?...._ . '=he 104loldua4 eYOa at a12 pe0406etive syactai inspectora ae4 the work it„pY intsnd to oba9tve best be identitied an the zeverss oLd• ms this totn. Legend- stft - Sltiwotycal an9lneor ot Record SS ? spscial Inepactor TA • Tootin0 Agenti r ? sabsiesttir AeeNptOd tor tko auliding a.partuwns 9y baca: sROSSC? wws Ftf+- 40?-j /r+rv DOwscr No. s?oc???so? -_? sMi: ra. .?..._..? 0913011997 08:58 612-542-9214 LIPJDELL ENGINEERING PAGE 01 LINDELL ENGlNIEERING, INC. 3411 KtuyttL't Lp,Ns N. MtNrrF-Apvus, MN 55441 (612) 542-9163 FAX (612) 542-821 4 30 Sep 97 Mr. Pau! Reeb 7ohnson, Sheldon & 5onenson 201 5outbtwest Fourth Stxeet Willmar, MN 56201 Subject: I?'itton Garden Inn Eagan, Mannesota Aear Paul: The following system desxgn has taken into account that there is approximately a/s" vertical shrinkage of the four-story wood structurai buUding: Mechanical Systems • Ptumbing . Heating . Ventilation . Fire Sprickling EIectrical Systems d- Telephone • Cable TV • Fire Alarm • Electfical Distribution Yours tpily, Richazd A. Lindell, P.E. RALlcjn 00i26i97 , 09:41, 0713 387 4218 FFEYCO STEAM THRU - Inchcape Testing Services i? ETL Testing Laboratories Order No. 1 1 4072-47 1 REPORT NO. 564767 SOUND TRANSMISSION LOSS TESTS AND CLASSIFICATION OF TWO DOORS RENDERED TO WEYERHAEUSER INTRODUCTIQN Q002/007 ETL restia= Iaboratoria,tac. 3933 U.S. Rt 11 P.O. s= 2040 Cordand, lYY 1304S-0954 Date: June 3, 1996 This report gives the results of Sound Transmission Loss tests and the determination of the Sound Transmission Class on twa doors. The doors were selected and supplied by the client and were received at the t3boratories on May 13, 1996. They appeared to be in new condition upon arrivai. Purchase Order No. 4845 from Warnoclc Hersey, Inc. The specimens'were tested in accordance with the American Society for Testirtg and Materials designation ASTM E90-90, "Standard Test Method for Laboratory Measurement of Airborne Sound Transmission l.oss of Building Partitions", and classified in accordance with the American Society for Testing and Materials designation ASTM E413-87, "Classification for Rating Sound Insulationp. Art independent orQnnaatan testing far salety, per[ommnce, end oertification. /UI servicea undertaken subjed to the foltowing ganeral pollcy: Re rts xe svbm[tted fol extluslve use er ene cflerrts towAom they are addressed. 7heir 3i9nit[cance is subjecL to fie ed queCy anQ representatire charoc[ei ol the samples and to the comprEhensiveneSS ot the tBSTS, exsminatlons or sunreys made. No quoWtlans irom fcpoRS Of usE ot ETL'S fWme is permitted except as expressly authori2eG by ETL in wrlting. 0-9/26i97 , 09:31, 0713 387 4218 WEYCO STEAM TffiSU Q11003f007 lnchcape Testing Services Report No. 564767 2. The sound-insulating property of a partition element is expressed in terms of the sound transmission loss. The procedure for determining this quantity is to mount (and perimeter sea1) the test specimen as a partition between two reverberation rooms. Sound is introduced in one of the rooms (the source room) and measurements are made of the noise reduction between source room and receiving room. The rooms are so arranged and constructed that the only significant sound transmission between them is through the test specimen. A test vpening is constructed such that it is approximately one inch larger in size than the test specimen. The tes# specimen is placed in the test opening on a half-inch bead of "DUX-SEAL", a dense, non-hardening, clay-like material, to isolate it from the supparting base. The space befinreen the test specimen and the wall opening is sealed on both sides employing the same sealing material. The test specimen is perimeter sealed (both sides) with the same material between the two reverberation rooms. The purpase of the Sound Transmission Cfass (STC) is to provide a single figure rating that can be used for comparing the sound-insulating properties of partition elements used for general building design purposes. The higher the rating (STC) the greater the sound-insulating properties of the parti#ion, OEfiCBIPTION OF TEST SPECIMENS Door "A": Classique Door "B": Masonite Ctassique Both doors were constructed with particleboard core (approximately 33 pounds per cubic foot), wood stiles and rails iapproximately 1-1/8" in width and molded hardboard faces (approximately 70 pounds per cubic foot). They were 1-314" thick, 3'0" x 6'8" in si2e and weighed about 104-1/2 pounds each. The description of the test specimens was supplied by the client. 0S!26i97 09:42, 12713 387 4218 -Report No. 564767 RESULTS OF TEST REYCO STEtiM TffiZLT 1?1004/007 Inchcape Testing Services 7 /3 Octave Band Center Frequency Hz 80 100 125 160 200 250 315 400 500 630 800 1000 7250 1600 2000 2500 3150 4000 5000 Sound Transmission Loss in dB „___ n,?» r+--- nr%« 19 22 24 26 27 28 29 30 31 32 33 33 31 30 29 30 32 34 36 20 21 25 26 27 28 29 30 31 32 33 32 30 30 29 30 33 35 37 3. Sound Transmission Class 31 31 09"26/97 09:42, 'a`713 387 421$ fFEYCO STEAM TffitU Q005J007 Report No. 564767 SOUND TRANSMISSION LOSS Door "A" a. o, 5( m ? ' 40 N ? O ? z O m CD 30 ? Z Q ? F- G Z =) 20 O N 10 Q . , , . . . ST1G 31 ? . , . . . ? . . - -.- - . - , ---....... I . . . . - . .... . . - . - . . .------ . . . ; . , . , . , . , . . ? . , . , . ; . .. -----•----------------•-----.. . . . . . . . . . . G IS? O O O IA o O O O O O C O 4 O O O N D O t!f r q p M O C w O O O W O er av C+f v uO Qo O N 0 b w O FREC2UENCY IN HERTZ -Sound Trans. Lass + STC Cantour May 23, 1996 Q.Ai26%97 . 09:42, 0713 387 4218 tiEYCO STEAM TffitU IZ006!007 Repon No. 564767 SOUND TRANSMISSIOPI LOSS Door "B" 5. eq sc m -a <o ? ? 0 ? z 4 ? ? 30 N z Q o? ?- O z M Zo 0 (n 10 0 . , . , . . STC- 31 . . : : : . . ------ ---------- . . . . . . . . . . . . . . . , . O N tpo ? 0 61 O O O C C Q p O O O O o a •- o o M o a m o 0 o in o ? ?- - N c?l t? c? ?tf ?p oD O? N t0 O U1 O FREQUENCY IN HERTZ Sound Trans. Loss + STC Contour May 23, 1996 Q9i26!97 09:42, 12713 387 4218 REYCO STEAM TffitU Q007i007 ' Inchcape Testing Services Report No. 564767 6. PRECIStON For any pair of roorns and microphone system, the 95% confidence intervat QTL, for transmission loss must be less than the foltowing. Range of Qne-Third Octave ' Bands. Hz 125 and 7 60 200 and 250 3'15 - 4000 Transmission Loss Uncertainty, dB Required actual 3 <'1.5 2 <1.5 1 <1 REMAHK.S 1. Aging Period: None 2. Ambient Temperature: 73°F 3. Refative Humidity: 42°i6 CONCtUSlON The test method employed for ihis test has no pass-fail criteria, therefore, the evaluation of the test results is lefc to the discretion of the client. Date of Test: May 23, 1996 . Report Approved by: Norman H. Bay, Manager Acoustical Testing WP60/mee city oF eagan tHON1AS EGAN Mcyor PATRICiA AWADA BEA BlOIV162UIST September 12, 1997 T EODO E WAC TER Councif Members THOMAS HEDGES City Acministrctcr MR JOHN HAFNER E. J. VAN OVERBEKE JOHNSON, SHELDON & SOLENSON ARCHITECTS c'ty C1e"` 201 S W 4TH ST WILLMAR MN 56021 RE: HILTON LOT 1, BLOCK 1, RAHNCLIFF 3RD Dear Mr. Hafner: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above referenced project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 1. Submit a completed Special Inspections and Testing Schedule. 2. Submit energy calculations. 3. As per our conversations, we are requesting that the corridor/elevator lobby design be revised to reflect compliance with U.B.C. Section 1005.10 which states in part "......the lobby shall completely separate the elevators from the corridor construction conforming to Section 1005.7.....". This section further states, "In fully sprinklered office buildings, corridors may lead through enclosed elevator lobbies if all areas of the building have access to at least one required exit without passing through the elevator lobby." As you can see, this provision is allowed only for office buildings. It is our position that Space 139 is a corridor. MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MWNFSOTA 551' Itl`i,' PHONE, (612) 681 -4600 Fnx: (612) aa i-nn 12 TDD: (612) 454 8 ; ?5 TFIE LONE OAK TREE THE SYMBOL UF STRENGTH AND GROWTH IN OUR COMMUPIITY Equal OpE.ortunity/Affirrnative Action Employer MAINTENANCE FACILIN 3501 coacHM,a?I ?oIr;- EAGaN. MirdrJESC,7A. 5c 2= FHONE (612) 681-43G0 F AX: (612) bd 1-43 ??'; iD0 (612) d54-8?;c 4. Our occupant load calculations for Room 152 indicate that Door 152 should swing in the direction of travel. Please revise while taking into consideration, corridor obstructions from the door swino - U.B.C. 1004.2. 5. Provide details on how you are designing handicapped accessibility for the pool and hot tub - M.S.B.C. 1105.4.9. 6. U.B.C. Section 708.3.1.2.2 requires draftstopping in the attic. The area between draft stops may be 9,000 square feet and the greatest horizontal dimension may be 100'. Any openings in the draft stops must be protected by self-closing doors with automatic latches. 7. Provide two copies of the revised sheets indicated in Addendum No. 1 as they were not received. 8. Provide attic access as required in U.B.G. Section 1505.1. 9. Verify the roof ventilation complies with U.B.C. Section 1505.3 which requires the net free ventilating area of not less than 11150 of the area of the space ventilated. 10. Revise the south elevation of Sheet A3.1 to reflect a revised clearance. U.F.C. Section 10.204 requires a minimum clearance of 13'6". We are requesting a 14' cleaxance for our fire apparatus. 11. Provide tested assemblies that indicate not less than an S.T.C. rating of 50 for the floor/ceiling assemblies and wall assemblies - U.B.C. 1208.2. 12. Verify that the entrance doors from interior conidors have an S.T.C. rating of not less than 26 - U.B.C. 1208.2. 13. U.B.C. Section 1208.3 requires an IIC of not less than 50 for the floor-ceiling assemblies. Provide a tested assembly verifying this. 14. No openings in the rated ceilings are permitted other than Exceptions 1 through 6 in U.B.C. Section 710.2. 15. Provide a space at the front desk that complies with M.S.B.C. Section 4.3.1.5. for the checkout counter. 16. M.S.B.C. Section 1103.1.2,93 requires that in addition to the accessible guestrooms required in Table 11-D, you must provide four rooms for persons with hearing impairments. These rooms shall be provided with visible and audible alarm-indicating appliances activated by both the in-room smoke detector and the building fire-protective signaling system. 17. Provide an analysis showing that shrinkage of the wood framing will not have an adverse effect on the structure or any plumbing, electrical, or mechanical systems or other equipment installed - U.B.C. Section 2318. 18. U.B.C. Section 504.6.4 prohibits roof openings within 5' of an area separation wall. Verify that the ridge vent complies. 19. Be advised that any underground ducts such as detail 5/M-2 would require an additional drainage system - M.S.B.C. Section 1346.1009. 20. Verify that all accessible restrooms have vertical bars. Revise 7/A-7, 33/A-7, and any remaining details. 21. U.F.C. Section 11.302b prohibits the placement of any dumpsters within 5' of combustible walls - add ballards, or revise as needed. If you have any questions or concerns, please contact me at 681-4699. Sincerely, ?'t Dale Schoeppn Senior Inspector DS/j s ?w September 22, 1997 jahnson,sheldon,sorensen AR.CBITECTS, Innc. 201 aw 4th atreet W111TilAX', Iilri 562io1 Mr. Dale Schoeppner, Senior Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Hilton Garden /nn Eagan, Minnesota Dear Mr. Schoeppner: We have reviewed the issues raised in your review letter dated September 12, 1997 and provide the following responses, numbered to correspond to your letter: Excavation observation; compacted fill testing, and concrete testing will be performed by Braun Intertec in Minneapolis. The structural engineer designed the concrete and masonry to preclude any special inspections on this project. 2. See attached for energy calculations. 3. Refer to correspondence dated September 16, 1997 regarding this item. 4. Will comply. 5. Pool accessibility will be accomplished by the use of a portable handicap lift provided by the pool contractor. Floor insert locations for this lift will be coordinated with this contractor. 6. We will provide one additional draftstop in the attic of the northern portion of the Building to comply. An opening will be provided in the draftstop, with self-closing and self-latching access door. 7. Two copies of final kitchen equipment plans are enclosed. 8. Will comply. 1.1 1972-1997 Celebratirag 25 Years of P'rofessioazai Service to our Client nvnnetonka office: Ph 8I2-936-=7 Faa: 612-938-0879 wfllrrrer affiae Ph: 320235-7776 Fas: 320 236-8878 9. Attic ventilation calculations: a. Attic Area =- 13, 511 s.f. 1. Required ventilation area = 90 s.f. b. Ridge vent: 200 ft. X 17 sq. In./ft = 3,400 sq. In. = 23.6 s.f. c. Gable vents: 112 s.f. x.60 (60% free area) = 67.2 s.f. d. Total vent area provided = 90.8 s.f. 10. Refer to Addendum No. One, item No. 13b. 11. Sound tests of flooNceiling and wall assemblies are enclosed. 12. S.T.C. rating or corridor entrance doors is 31. (See attached letter from door manufacturer). 13. Refer to attached sound tests for floor/ceiling IIC rating. 14. Will comply. 15. Refer to elevation No. 4 on Sheet No. A7.2 of the drawings. 16. Will comply. 17. Refer to structural calculations enclosed. 18. We will have contractor interrupt ridge vent for 5 feet of either side of the area separation., 19. Will comply. 20. Will comply. 21. Will comply. If you have any further questions or comments, please contact our office as soon as possible. Thank you again for all of your assistance on this project. JDH/smb cc: Tom Torgerson, Jeff Greischar Enclosure 1.2 8.61 M ? ??- i }t ? O ?? wam ?- e ? @1 ld ld Post-it' Fax Note 7671 Date / To SC a ?e From Peg°eS? ( Co./Dept. SCfo ? co. Phone # Phone # p q , . Fax# f_ t2 x AID POSt-It' F1X NOte 7671 Date l Pagesl,? ? To From G C a? tilj^ Co./Dept. C ?Q CO. / ^ e, Phone # Phone #!/ 2 J ,, d A Q 10 ii / / Fax # 5 - 4 l0( ? -- ?! 0.11 ? P ? -AA F ---- --- ? . i ? -----? ? II I ? ? -- -_ _-? ? ? 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DE?_.iC:n :I.:...:X !.".t}?.. th°,.-an ri:r}{a vicxCC'i .^,fT a; (::SN!rr.zi._..z:'-s"?C:E= Fs'?rVE^,le_ipe C}E=s7.gn .d.e`1rC.CL(1tj'.f'I '{I'1 'i;t'.es:a do:aS,Sme:lts ie+ i_t:.C?s7.ske7i':; ia:i,ih . .. , -: i Fti?3a '._ a r rl ._ '., .. ?Y .. ? :1x tT .'?" q._:?'??;,;f.;:E;i wit}'i ',?'i:i.`? _... . n,..,.?Y;A "' ::x?1;i?1. ?•'rif? e':3C't> r 1hF: r"1S'"".r..,_?;-:?rri>>r?uc,1 n??F.x? 'S??,?';e_Cfi hiac c:iF y?.Cltlef.': i:.(?r a ..,).._c..}: .. . ? . . ,:. Priri.=in;3;: F.:,r:yWops: i'ia t 4,t.1^pi'. ?"av : a Richasd A__Lindeli -----______ _?...; ------ ------- - ?-7.,f_.. tJote„ LABORATORIES, INC. *411- ? April 20, 1983 Gyp-Crete Corporation 900 Hamel Road Hamel, MN. This is in response to your request for an acoustical per- formance opinion on the following floor/ceiling construction: - 1" Gyp-Crete 0 - 3/4" Thick T&G Plywood Subfloor - 12" Deep 2" x 4" Open Parallel Chord Trusses - 24" o.c. - RC-1 Resilient Channel - 5/8" Type X Gypsum Board We field-tested a construction of this type with the only exception being 3/4" Gyp-Crete was used instead of 1". The F-STC obtained on this test was a 58. E-+ c'n An additional 1/4" of Gyp-Crete would result in a slight improve- ment in the F-STC and can be reliably predicted by what is known as the "Mass Law". • The "Mass Law" formula is as follows: TL = 20 log w+ 20 log f- 33 where - TL = Transmission Loss (dB) w = Surfac2 Wt. (Pounds Per Sq. ^t. ) f = Frequency (Hertz) The approximate weight of the proposed system would be 17.0 pounds per square foot. The weight of the actual system in which the 58 STC was obtained was 14.8 psf. Taking the difference of 2.2 pounds and plugging it into the formula results in an approximate 2 d3 increase in performance. There are some other considerations, but suffice it to say an F-STC of approximately 60 could be expected. V truly urs, ? - ? R. 0. Thomalla Manager f 2820 ANTHONY LANE SOUTH • MINNEAPOLIS, MINNESOTA 55418 • 612-781 -2603 • TWX (910) 563-3555 • CABLE: INTEST A wholly owned subsidiary of Conwed Corporation. GYP-CRETE SOUND TESTS 5-761-1 5/8" gypsum board, 2 X 10's, channel & R-11 Batts, 3/4" Gyp-Crete, no floor covering - December 5, 1977 Rating: FSTC 60 5-761-2 5/8" gypsum board, 2 X 10's, channel & R-11 batts, 3/4" Gyp-Crete, carpet & pad - December 5, 1977 - Rating: IIC 79 5-761-3 5/8" gypsum board, 2 x 10's, channel, 3/4" Gyp-Crete, no floor covering - December 5, 1977 - Rating: FSTC 55 5-761-4 5/8" gypsum board, 2 X 10's, channel, 3/4" Gyp-Crete, carpet and pad - December 5, 1977 - Rating: IIC 75 5-896 8" precast, no ceiling, 1/2" Gyp-Crete, no floor covering - November 16, 1978 - Rating - FSTC 58 5-896-1 8" precast, no ceiling, 1/2" Gyp-Crete, cushioned vinyl - November 16, 1978 - Rating: IIC 66 5-896-2 8" precast, no ceiling, 1/2" Gyp-Crete, carpet direct - November 16, 1978 - Rating: IIC 75 5-905 5/8" gypsum board, Trus Joistg with channel, 3/4" Gyp-Crete, no floor covering - December 12, 1978 - Rating: FSTC 62 5-905-1 5/8" gypsum board, Trus Joist@, ceiling nailed direct, 1" Gyp-Crete, no floor covering- December 12, 1978 Rating: FSTC 51 . 5-905-2 5/8" gypsum board, floor Trus Joist@ with channel, 3/4" Gyp-Crete, cushioned vinyl - December 12, 1978 Rating: IIC 61 5-905-3 5/8" gypsum board, Trus JoistO, ceiling nailed direct, 1" Gyp-Crete, cushioned vinyl - January 10, 1979 - Rating: IIC 52 6-019-1 1/2" gypsum board, 1/2" asphalt impregnated sheathing over plywood, 2 X 10's, ceiling direct, 1" Gyp-Crete, no floor covering - January 18, 1980 - Rating: FSTC 50 6-035 1/2" gypsum board, 1/2" asphalt impregnated sheathing over plywood, 2 X 10 's, ceiling direct, 1" Gyp-Crete, carpet and pad, f February 21, 1980 - Rating: IIC 75 Addendum to Intest Report No. 6-442-2, 6-442-3 and 6-442-5 6-442-2 5/8" gypsum board, floor trusses with channel, 3/4" Gyp-Crete, cushioned vinyl - February 23, 1983 - Rating: IIC 53 6-442-3 5/8" gypsum board, floor trusses with channel, 3/4" Gyp-Crete, carpet & pad - February 16, 1983 - Rating: IIC 74 6-442-5 5/8" gypsum board, floor trusses with channel, 3/4" Gyp-Crete, no floor covering - February 23, 1983 - Rating: FSTC 58 ? ? Above by Intest Laboratories, Inc. aklEnt6 CRNInI6 ! • P1SER9[4Ass 8477:5 ? Sitgle WoOd StIM wlth Rralltent Channd Illtall System S1'C Teat No. Constumm Desaipdon Fire Test Fue Rating 6a WQi69 Single Nrooa awdc, reaMsne etunnel; aouels ltys?'!,'tY? •?t OSU T-3127 'f Hr. 4 ? pI?m drywall sech side; ons shickness. 3'' ttick Wood m?n0 HBLL 111S?AB?? sZ YVQS89 Single WCOd S[YOl. ?By1N9m ChBrni91; sho6"r Yt* 1YPB X N./k. gypaum one tide. doude ?yar oet+er aide: a?s g?kk- nsss. 3+,' 'ck Waod Frrmir?g Bon Insule[ion ? 50 MYP$230 t Single wood szuds, resicrent channei: e'v,g1e r,?,•rype 'x 08U 1•8l27 1 Nr. gypaum arywau esen siEe: orte tltieknasa. 3'stuck Wood Faminp Saa lnsuktion 46 W0769 Single wood swds, resRient ci+ennel, 5inG1e IeYer h• tYpo x' ? N.A f•ram?q ?8?'= ; one inickrross, 3'/i tt? wooC SiMgts Wood Stud Wall Systsnn STC Tem No. Construc0ort Descripaim Fre Test F'rca Rating 45 W2869 SmqM wooa sn,ds t8? a.e.• douDie Wsr'h'iypmx' qyASUm tJ4 U305 1 Hr. • dMeli ?ch side: one tfric?+ese. 3'h' d?ic£ Wood frsrt+'a+9 Bat[ Insaiation 40 W3469 Single wood stud9 t 8' o.e.: doubia laYer y,' typs'x' gypswri ? NA. arywau or,e s;d.: engrelftw oa,er s;ee: aa,s tnidcr+ess. 3W g+11c WooO Pramms ent (nsukton 99 MY2069 Single wood studs 16' o.c, air4e k? '/, type '' gypsum N.A drywalt ea?echoon side; ons tnicknsas, 3'l??thiek Wood Fnminy mmai Ben Insu 98 OCF42$ 5np1e wooa amea tB' o.e.: srt+yb Iavet Y,' eype'x' Qvpwm UL U308 1 M?. Orywetl eech si0s: one tA+Ckne9a, 3'/,' dddc Wood Prmning san insufation ' aaarng is asamer•d frvm tes?s wa+p ar?su+er eesen?e++ea a fs..a+ ?ere ot pype?u+? ary?riVr. Soocrlie wr relera?w ero ?widobm &d ?vi0 m aob+ar0 war+ nvunr. t tiatee m rne 3416um Aeeeeietbn 'Fee Rsemrsnee OsW Msnwl' ? tc zOd 1:0 N Z 3QIA&1i.ySo -w- ini-,;r ir T : 60 2- 6 '92 '80 ; QUICK SELECTpR FOR SUUND ANQ ; FiRE RATED ASSEII+IBLtES NOTES FOR USE OF QUICK SfIEGTOR The consmxzion systems shown here are representadve ot the many Gold Bond Orywatl p,zrtitions and ceilings that are perfor- mante-verified by laboraoory cests. For a given Fire Resistance Rating or Sound isolation va[ue, sim ty scan the appcopriate columns. Design references pcefixe?by "Based on..." are exvap- olations from test data on similar assemblies. tn all cases, the variation does not diminish its fire resisNve qualides below Its autgned tating. IR the drawings, in meta!-stud parriuons where insularion ts shown in half of the partition cavity, the insulatiort is required ?or sound radn¢s only. Where shown across full cavity, insulation is required for rir@ reting. In the foltowing Quick Selector, Factory Mutuai Oesign Numbers aro the Consuuction Oesignations shovn in the FM "Specifcat;on Tested Procfucta Gutde.` Numbecs shown in parentheses arc FM Design ntumbers shown in FM test reports and on the Factory Mutuai labets imprPnted on Gold Bond Fire- Shielc! Wallbosrds. In the following lisangs,? 5/8° Fire-Shield G Gyfrsum Wallboarcd may be substitueed ior 5/8" Fire-Shield in all designs listed [or 5/$" F;rc-Shiefd. 5/e" Fire-Shield C must be used in designs (isted for S!8° Fire-Shieid C. GENERAL REFEREiVCE pescrtptions in rhe Quick Selecror tables are resumes. For copies of tests and /or for detaited inFormadon, consuit your CoId Bond representative or local district sales office. Kfl' TO ABBltEVIATIONS: U.L - Underwriters Laboratories, inc. OS.U.- Building Research Laborarortes. The Ohio State Univetsity F.M. - Factory Mutual Research Corporation GA- Gypsum Association O.C. - Owens-Coming Fiberglas Cocp. (Tests by Geiger & Hamme) BBIY - Bolt Seranek & Newman TL - InciicaEes oescs for Goid 8ond Building ProducLS, A Nationat GYpsum QivEsion by Riverbank AcousricalLaboratories NCC - Coid Bond euild[ng Products, A Nationat Gypsum Division WHt - Wamoc&-Hersey tntemationat, Inc U. of Cat. - Univeniry of Caitfomia PFS - PFS Corporation . ?rx?s:.:r.?.??-r?- = __-- =•-:._-. i=_ ___ . _ . ... _ _. .. - =----- QUICK 8ELECTOR FOR SOUND AND P1RE RATED ASSEM8UE8 PariltlooVWaod framing (load-hearinp) Na. Flre Rating Ret. Des[pn No. Desoriptloa 8TC Te:t Ne. $iN6LE tAYER 1 45 min. UL U317 1f2' Fire-Shield G GYpsum Waliboara nailed bath sides 2 x 4 34 NGC 2761 stuQs.16' D.C. FM W1-45 min. 1 hr. UL t1305 5/8' Fite-Shfeld Gypsum Wallboard or Fre-Snield MR 8aard 35 NGC 2403 4. nailed on botlt sidBS 2 z 4 w0od siuds,l6` O.C. FM W18A-1 hr. GA N+P 3605 3 1 hr. UL U3b9 518' FKe-Shiel4 Gypswn W8liboard or 5/S' Fire-Shietd MR Board 38 NGC 2404 .. 4 sNds, 24' o.c. nailed bnlh sidas 2 x FM ' W168-1t?r. GA IMP 3510 SINGLE LAYER (reSilient) 4 1 hr. Ul BESed on U305 5/8` Fite-$hield Gypsum YYallboard, scraw applied ro Gold Bond 43 NGC 2367 Re ide anl Chatnal aced 24` o c on 2x4 ili nt F nln s R } n 8 d y , g p . . o ? e u s s aced 1B' o C OUter side 5!6' Flre-Shtstd G sum f d ' FM ase o W16A-1 hr, p . . yp s u 5 Wallboard or 5(8' F+re-$hield Ma Board nailed direCt to studs. 5 1 hr, W1il 694-0200 5/8' Fire-Shield 6 Gypsum Wallboard, screyv ap0I?eG to Goid 50 8asad aa GA 8ased on WP 3230 6prid Resi[ient Futring Channal spaced 24' Q.c. ona Side OnEy, on 2 z 4 stUds spaced 24' o.c. Other side 5/8' Fite-$nield 6 Tt 7T-138 ? Gypsum WallbarQ screrr attacW dlrect to sluds. 3' m ineW woa? (3 pcf} in stud ravity. D4U8lElAYEH 8 S hr. FM W8-1 Ar. 1/2' Fite-ShielO G WallCoard or Fire-Srtiela G Durasan !aminated 45 NGC 232' - ' (WP-141) to 1/4' gyPsum sound deadening wallpoard nailed to battt sides GA wP 3341 2 x 4 swds. soaced 16" o.c. 7 2 hr. FM W8-2hr. 5/8' Fire-Shield Gypsum Wallboard bdse layer nail applled ta 40 Based on ? .(WP-360} both sides 2 x d wood sluds, spaced 24' o.c. Face layer 518" NGC G?63 GA YYP 4135 Fire-Shieid Gypsum Wai?baard nail applied. 8 est. Based on Two larers 5/8' Fre-Shie1Q Csypsum WaUCaard na+Jed ons side ta ' 50 NGC 2368 2 hr. FM W&-Z hr. 2 x 4 wood sfuds,l6 a.c. Two 12yers other side screw 2pp11ed to ? {WP-361) Gold 8ond Resi(ient Furring channels spaced 24' o.c. GA WP 4135 INTROOUCTION 9 c 0 d '?14 I 3QI1SAIL,I.1 0? 7nZbfii L: 6 O 2-6 '9 2 '80 Weyerhaeuser ugust 28, 1996 Mr. Rick Hill Premdor/American P.O. Box 218 - North Platte, NE 69103-0218 Dear Mr. Hili: Composite Products Division 505 Sauth 336th, Swte 100 federal Way,'Nashington 98003 Toil Free (500) 458 7180 ? w?'•?. .?• ? .. 1996 has been an interesting year for our Weyerhaeuser Marshfield Steam=Thru mill. ? j We appreciate all of your cooperation and itexibility. Here is an update for your . ?. ;s. information: :?.-a: • Air Permit - during the last couple of months we have curtailed production to stay within our air permit limit for gas usage. We have received our preliminary approval for a new level that will permit our mill to maximize production. So, bring on the ,. - . winter cold (but not to soon.) We're ready! Sound 7esting Profiled Door Core - we have tested several doors with the Warnock- ta, : Hersey labs to be able to provide you with data to put in your sales promotion literature. Here's the results on the sound transmission loss (STC) on the Weyerhaeuser 1-3/4" profiled solid particleboard core door- W-H STC rating of 31. When you offer your customers molded skin doors with solid profiled door core, you are offering them the opportunity to provide popular style doors at a attractive price point under a solid wood door. And now the 1-3/4" finished door carries the highly desirable fire resistant and sound deadening benefits. - Ve thank you for your business and appreciate every time your customers "Ask for the foor wifh the Weyerhaeuser core". Please think of us each time you use the mug ,nclosed iince?rely ?. _ )ave Led?ng Karen Locke Thoms Denny Martinson ? =°?ae?o,.. . • Genera lVfanager Region Sales Manager Mill Sales Manager ;:. ?;. ?V;:' LARSON ASSOCIATES 612-682-9531 I.arson A,r,yuc.iairs, lne ArcLiuayc and i?ngine<;r: 2:181 IzAru Rvanae N.i.:.. hulLdo. A•finnrs<tit.ry 51.11 :t "lci. i612! 692 9530 Fax (61'?)614a 95:+ i Septetnbcr 22, 1497 Mr. Paulltccb Jahnson, Sheldoll, & Sorettscn Arcliitects 201 S. W. 4' Strcct Willmar, MN 56201 )te: Niltnn (iardcn Inn L"agan, Minnesnta I)car Paut: 09-23-97 09:21 g.ei This lctte" is in response to the F'lan Revicw compleied t,y the C:ity oi' Lagan conccrning the above rcferenccd project. i have aitached my catculations crf the shrinkage of the wood i'ramc strueturc. The tatal shrinkage of the structure f'tom the rQOf tausses cinwn to the level of the niain floor is 0,49". I feel that iliere will be na detrimernal ciTccts to the structure due to shrinkage. !f you have any questions please feel frce to c;all me. Sinccrcly: )a ?d K. l so , P.F.. .. ruc.-tural Engrncer innesota Rcg. No. 15847 9788h1 .tkl-wd LARSON ASSOCIATES 612-602-9531 ?? 4. L.--'R?F.i r.'+t?,?,?--?.r ??.?N ?"?`7 IaQ? 09-23-97 49:22 P.02 uJUclO . ..? ...-- - . .. . ... 4f9,aM MG `Tv Mr t g,°1, , d?11 ir'u D ??- ??r?r..? r „ d, 15? ?? a, ooq l K I I f1Mr-- ?. O, 009 I= D, c?d, fl7U f'y'? ------------- 1-7,) f--eDUPOITF l Z''N .?l 0149 ??? L ,,hA,y rLiptt -s-o aor- -?- V Oh s fi,d9,19v ? , ??"Ld ? ? , r¢, g fa ?;??? ???µ?fl° ! . b. ..?. .t ... .. , fc 11 ( -d' ` l0 BUILDI G INSPECI'IONS DEPT. ? a O ? 5/8' TYF'E'X' 6YP.50. (2 LAYERS) GAP BY LINEN GHUTE SUPPLIER 90 MIN. 'B' LABEL DOOR ? SPRINKLER HEADS STFEL Gt?JTE SUPPORTS AT ROOF AND EAGH FLOOR - BY GHUTE SUPPL I ER ?FAB. LAUNDRY 6' SaM NSMATM rrP• GHUTE ASSEMBLY - SEE SPEGIFIGATIONS FOURTH FLOOR LEVEL REYISED LINEN GHUTE GAP DETAIL 3/8' = I'-0' .)l -? nwiHILTON GARDEN INN II%25/q1 • ,oi• ?,46 ?? DRM PLR ? •,?, ??'?' =-a"°"' ? EAGAN,MINNE50TA from: B?14 ? 1? PRO TFC T/VF /NSPECT/ONS Date: - b/-- l ? -4) ? Bi1/Adams, P/um6ing /nspectvr Jan SevMon, Secretaiy i Bi1/ Bryestle, Seniar InspectD? !0 ??ae Voels, 0.0,7strrFcti0n Ana/yst ? ! j?1 I Oa/e Schoeppner, Senior /Nspectai I Mai/yno Greenwood, Cterica/ Tech ' Da/e WegIehner, fire Marsha! - I Mike BaicIt, BUildiny /nspector ;I I L'` Dirk House, P/umbing /nspectoi I Nancy Severs017, C/eiica! Tech -- After revisw, p/ease initia! next to yaur name and pass on. Retuin tv me MtCC sveryose has examined. Thank you ? ? Nov'°=,l4 "-'67 12: 56P JSS Wi l lmar , f ohneon, aheldon, moa•ensen 201 uw 4th stvet wilhMr, mn 6M1 November 14, 1997 Mr. Date 5choeppner, Seniar Inspedor City af Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Hilton Gardvn inn Eagttn, Mlnnesota 1 320-235-8673 P.01 Pursuant to our phone conversetion, we are requesting approvel to modify the linen chute terrnination datait per the attached sketch. Please let me know if this revised detail rneets with your approval. Thank you for yaur assistance in thi5 matter. sinc$reiy, Jahnson, Shetdo» 8 SaleItsen ARCHITECTS, Inc. PCVJ t 4tL Pau! L. Reeb PLR.smb Enclosure 1972-1897 Celebrating 26 Yean of FrofessiamLal8erv'fce to our Clieat Adnneran" offfce: pl.: s7g-saw-6W17 ipim 6I84W6-aB7g ,vilhnur arrrce Plir asa9M 7T16 jrazr. 8901,Wl6eT9 R=96% 1 320 235 8673 11-14-97 02:01PM P001 #12 NoA/-14-97 12:56P JSS Willmar 1 320-235-8673 P.02 G,4P 5'f GH4l1'E 5UF ? foo WaNr FRAME Rc7oF A5 R.F-GUIREI7 -ffT er fJ P?r,?t/l ° 114514j"14-AV? A'?' ? KTk? D? L?J ?' ?STE? GHt1TE SUPPORTS AT RDOF AND) 916-H FLaOR - By rHUrE f ? 5? ?wBv. 6?,Q c ?00? ??,?p l-L ?? K 9C7 MIN. B. ?,o? U4BEL 1?OOR SPRINKLEIZ IiEApr FnP,BFA5. L.AUly17RY GI-UTE A55EMBL1' - SEE SPEciFicArIonS FOURTH FLOQR LEVEL (;? YI??t7 L1N?N GHUT? GAP DETAIL > ..__ ?ILTt?N C?,?RI7E1? 1NN i%i4/91 ?? "•°?••? v? EA6AN,MlNNE507A PLF, ? •r?? ??? ? ?,? R=96S6 1 320 235 8673 11-14-97 02:01PM P002 #12 MON 02;4:' f'i :, SUPERIOR TRUSS FAX N0, 5078725185 P. '' & Components Hwy, 68 S. P.O. Box 366 Minneota, MN 56264 1-507-872-5195 Nat'l.1NATS:1-800-658-2566 Fax: 1-507-872-5185 4 March 2, 1998 Tech 8uilders . Box 317 Fairmont, MN ,5603" °? - -- - , ? ? -- .?--: RE: NIL701V GARDFN I?l?I in EAGAN, lvlN G51" _---- - // t _ Nr. Mitoh Hilc4e, in respvrise Co aur phone canversation on 3l2198 reguarding bearing condition on the roof trusses that bear on the flush beams 3t the unit entries, my resear•ch shows that these trusses were designed with a 2x6 upright aver the bearn to afiow a talereqc13 :or passibfe beam width variai'ion, The gap between the beam and the truss bottom chord does not create a prot=iern kn #he structural integrity of thesta trusses to carry the design loads as spelled aut in the job specs andior the building p+ans. If yo? hav e any questions or concerns, please ftgl free to give me a call, (800) 658-2568 Thank yau. Sincerel , ? Michael J. Snycier Job Supervisnr SUFERIdR TRIJSS & COMPONENTS Mar-16-98 08s45R,J55 Willmar 1 320-236-8673 P.01 LRR90N A980(:TATrS 612-682-9531 - 09-15-99 W55 P161 4TMI gvo 6v? C? Larsoa A=4dAlEss Ieee. AnMods:nd gnRioecra 23$1 Ts6n Avomrc N,E, hrA'a1n, Mienaapto SS311 Zei. (612)ldS2.y4V} 1''wt {tr)2?AN?•?i?Al March 14, 199$ IVIr. Pal Reeb Johnson, Sheldon, & Soressen ArChiteaa 201 S.W. 4+` stfm WiAmer, MN 56201 Re: Hitwn Garden Inxt E4gan. Mimpesata Uear Psul: TU parpoae Of this krta is to discuss the colum supportiag the two W 12 x 26 ned beam dkectay cast of the ekvator 9haft, wtuch snppon the fAoor of the adrotrd L-vei. Oae beam beers iutc the rxcerior wall totm 4t the South od urd framc3 irto the seco1ld stet1 be= at its apposiie emd. 7'he south ecd is nww auppaetad by 4- 2 x6 studs. The other lae4m vvhich rms east-uvpt is auppotW by 4- 2 x 4 studs directay adACent to the maaonry eievtRor sbaft. You askad that i verify the struatutaJ adequacy of the twv bwa'lt-up vaaad caluams. 1 Lave rcviewed the loads af theae two bcaas bevmg on the multipde wood studs. Both coluams will adequal}y aupprt the supeimWsal ba& If you have any quescioas please feei frcC to c&ll me. Sincerely: J K. P.E, truwtural Bagioeer MinrMta Rog. No. 15847 97tiHh?. }kl PpO-itO F9x IVGte 7671 ?//(r 9°ey Date .?/ 4461, Y° he 3 1c-? I From OV.- I`"% ca.roem. 1-1 tw rua,;,c co. J. s."l . Phona n PhonD * FaK ?! Fax 0 ? r ? ... Department of Administration July 2, 1998 Nue & Torgerson 335 Benson Ave. S.W. Wilimar, MN 56201 RE: Hydraulic Passenger - Elevator ID# -04354PT97-01 Site: Hilton Garden Inn, Car #1 1975 Rahn Cliff Ct Eagan, 55122 Dear Sir/Madam: The Minnesota Elevator Safety Code provides that the Minnesota Department of Administration, Building Codes and Standards Division, Elevator Safety Section issue a letter of approval for all elevators, dumbwaiters, escalators, moving walks, wheelchair lifts and manlifts (endless belt lifts) before they can be legally put into service in Minnesota. We received a letter stating that all recommended corrections have been addressed. We will acknowledge that certification. This letter will serve as official approval for you to operate your elevator. If at any time we find that the recommendations were not corrected, we will take action to assure compliance with statute, rules and adopted codes. 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, BUILDI G CODES AND STANDARDS J hn P. Roche State Elevator Inspector jr/rkr (CE-4) c: Reid, Douglas Michael, BO, City of Eagan Schindler Elevator Corp. Tech Builders ElFormCE4 Building Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 55101-2181 Voice: 612.296.4639; Fax: 612297.1973; TTY: 1.800.627.3529 and ask for 296.4639 " ??_.,_?- ? ???? $M 1 NTE RTEC May 21, 1998 VIr. Tom Torgerson Torgerson PropeRies, Inc. 335 Benson Avenue Southwest Willmar, MN 56201 Dear Mr. Torgerson: Broun Intertec Gorporation 6950 West ldbth Sfraet, Suite 131 Apple Valiey, Minnesota 55124-8520 612-431-4493 Fax:431-3084 Engineers and Scientrsh Serving the Built and Nafvra! Environmenh Project BODX-97-313C Re: Construction Observations and Materia]s Testing Sezvices, Hilton Garden Inn, Eagan, Minnesota This report summarizes the results of our construction observations and materials testin' for the Hilton Garden Inn located in Ea;an, Minnesota. The services provided included test pit observations, excavation observations, compaction testing during the site 3rading, concrete testing and test roll observations of the pavement subgrade. Our services were performed in ;eneral accordance with our cost estimate dated Septem6er 8, 1997, (proposal BABX-97-7404). Geotechnica! Report Soil borings were performed by American Engineering Testing, Inc. (AET) from 7une 23 to lune 25, 1997, for this project. Results of the soil borings were included in AET's Geotechnical Exploration and Review dated June 27, 1997, presented under job number AET #97-2041. The review ?ave a summary of the soil conditions encountered at the site and recommendations for building subgrade preparation and pavement preparation. The soil borings encountered existin; fill soils which were generally considered suitable for support of the proposed buiiding. Proposed Construction The proposed building will be a slab-on-;rade, four-story, 100-unit hoteL The building footprint is about 16,600 square feet with iinish tloor grade at elevation 929.0 feet. The building will be supported by rypical spread footings designed with a soil bearing pressure not exceeding 2,500 pounds per square foot. I/ Torgerson Properties, Inc. Project BODX-97-313C May 21, 199$ Page 2 Associated with the building construction will be site utilities and asphalt pavement construction. Test Pit Observations TesC pit observations were performed by a senior engineering assistant on September 10, 1997. The test pits were performed to a depth of approximately 5 to 6 feet with a backhoe. Soils encountered in the test pits were previously placed till soils primarily consisting of clayey sand and silty sand that were judged to be in a loose to medium dense condition. On the north end of the proposed building, the upper 3 to 4 feet of the existing fill was in a loose condition and contained a layer of topsoil till with some vegetation. We recommended subcutting the north end of the proposed building about 3 to 4 feet to approximate eievation 924 and reestablish grade with engineered fill. Attached is the Daily Observation Report submitted to Mr. Mitch Hilte of Tech Builders, Inc. after the test pit observations. Excavakion Observations and Compaction Testing The excavation observations were conducted by a senior engineering assistant on September 13, 1997. The excavation observations consisted of observing the soils exposed in the bottom and side walls of the excavation. The approximate density or consistency of the soils encounteretl were judged by estimating the force required to advance random, shallow (about 1 to 3 feet deep) hand auger probes. The soil classifications were determinetl in accordance with the American Society for Testing and Materials (ASTM) procedures while examining the hand auger probe cuttings. The layer of topsoil till was removed from the north end of the proposed building with dozers. The bottom of the excavation ranged from about elevation 924 on the north end to about eievation 925 on the south end. Soils encountered at the excavation bottom were previously p(aced till soils primarily consistin- of silty sand and clayey sand that was judged to be in a medium dense to dense condition. Approximately 2 to 3 feet of engineered fill was placed in the building area to establish subgrade elevation of 927. The till soils were on-site silty sands that were placed in about 8-inch to 12-inch thick lifts with a dozer then compacted with a large, vibratory, sheepsfoot roller. A total of four compaction tests were performetl in the engineered till placed for building support. All tests met or exceeded the minimum density requirement of 95 percent of standard Proctor density (ASTM D 698). The compaction test results and Proctor curve have been previously submitted and are attached to this report. Torgerson Properties, Inc. Project BODX-97-313C May ZI, 1998 Page 3 Prior to concrete placement, the soils at footing subgrade were also observed. The soils mainly consisted of previously placed silty sand and clayey sand till that were judged to be in a medium dense to dense condition. Concrete Testing Concrete testing was performed by an American Concrete Institute (ACI) certified Level I technician. The testing consisted of determininb the slump, temperature and air content, as weil as casting test cylinders (sets 1 through 5) for evaluation of compressive strength of the concrete. The concrete was tested as it was discharged from the truck for footings, walls and slab-on-grade. Review of the 28-day test resuits indicate the concrete represented by these cylinders has met or exceeded the specitietl minimum 28-day compressive strength. The concrete test results have been previously submitted and are attached to this report. Test Roll Observations Test roll observations of the pavement subgrade soils were performed between May 7 to May 18, 1998, by a senior engineering assistant. The test rolls were performed with a loaded double aacle tandem and a rubber tired loader with a full bucket. The subgrade soils primarily consisted of silty sand and clayey sand. Various areas of unstable pavement subgrades were observed. Due to the construction schedule the asphalt pavement was placed. It should be anticipated, that there will be some pavement areas that will require more then normal maintenance and a shorter pavement life. Attached are the Daily Observation Reports that were submitted to Mr. Hilte of Tech Builders, Inc. after each test roll. Conclusions Based on the results of our test pit observations, excavation observations and hand auger probes, it is our opinion the soils encountered in the excavation bottoms are suitable for support of the proposeti building. Based on the results of our compaction testing, it is our opinion the engineered till placed was adequately compacted for building support. Based on the results of our concrete testing, the concrete tested has met the 28-day compressive strength requirements. Based on the results of our test roll observations, it should be anticipateri that some of the pavement areas will require more then normal maintenance or a shorter pavement life due to the unstabie subgrade. Targerson Properties, Inc. Project BODX-97-313C May 21, 1998 Page 4 General Remarks Services performed by the geotechnical engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty, expressed or implied, is made. It has been a pleasure providing these services for you on this project. If you have any questions regarding this regort or the attachecl results, please contact Dave Youngstrom or Greg Bialon at (612) 431--493. Sincerely, -- David T. Youngstrom Senior Engineering A si ant Professional Certitication: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Enaineer under the laws of the State of Minnesota. ? 4mr Gregory . Bialon, PE Project Engineer Registration Number: 24017 Attachments: Report of Field Compaction Tests, Tests 1 to 4 Proctor Curve, P-1 Compressive Test of Concrete Cylinder Results, Sets 1 through 5 c: Mr. Jeff Greischar; Tech Builders, Inc. Building Inspection Department; City of Eagan dty\gjb:skg\97313c\cpt U SM i NTE RTEC DAILY OBSERVATlON REPORT Project #: ?0? q?- ??3C Report #: f ?ocation: ?0 ?/'t?G???vr ? 0. Date: 6 Personne! Classification Regular Haurs Overtime Hours m, r U ,1so el , / v?. ?'?? ' ?;?? Areas and work performed this day: ,?'??-r/?/? ? r ;?, ?? ,1????`?J?, ?-??. . CZpprT J4f? ?? GctGS oa-h924 /60,17'? ' r? O? ??/?a' -% l ,5?•? ? ?'? ??r? ?GG?' /?'.?o . ??`? i /t t i. f ? ? ?ai?1 .'?u?{?' '?'?s."???j??f?? , ?? ???r/G?O?t ?Z?, ??r???r?cr? ?4?G?.? A ?r?A /4?4 74 '24 ? rX1/? T? i /s eA601JI ?rcr? in ' j 7 'f' 7 ..r?l? LTd??? I'?L•`? ''?i ???.?L ?' t71 s ?t i 7?- ( ?- ? ?????qz9 Weather: .? 0 ? ??,aAl Performe ? Submitted To: ?`?IIS??! AKIi F: DAILY 1 ooR-o, BRAUN$M INTERTEC DAILY OBSERVATION REPORT Project #: Y 2? XT I -?k-S C- Report #: P1Q, Location: ?Al ?vA Date: 5 - -7 ~ ? g r _>?? N GAn I tMv? Personnel Classi#ication Regular Hours Overtime Hours ykq! F>oq , r i. C.?. J.? J .. Areas and work performed this day: S1" ?o?? wC?S S t?1?`;'L1 ;AAAN. ?,J ??? WY ?.v1 ' S 1 ?? -?? 'S ? 1\ ?v 1° ? ,.s,z.w'?.Y?,/l.'Lt/(/? L?-?'`- ? C?Q', ?titG'vY'?e?f CJrn.?`?`?`?-?-? wC. ?? t f eC,?PIA ",-,0-E-(p. vw5 .Lat,,e r,;?-e? s ? ?ubCti-? o? ? y I "Ct.o a ? Weather: Performed By: 1 ` t 1 Submitted To: V?J+)A_ w F: ILY 1 I f-T" DOR-01 BRAU SM I NTE RTEC DAILY OBSERVATION REPORT Project #: Report #: R- (S A , ?z L ocation: Date: 3--?'iL Personnei Ciassification Regular Hours Overtime Hours Areas and work performed this day: 5?" waS ?.(6S-f1^^10 q csv\k?..?. U G -6b V C?. ?C'i k tn.Z'i?'-C'2 v ?fcsvv` ?J?a_e 1?.?? S Crnu t.evt Ut ? t?.. C?M,?C" f 0. i? S. ? 2 ? 2C?N?? ?? ???" Gc,V''?. ?2. ?11 CO?S?v C-T? ??('C?. nC ? Cc I, l? `(?C?,YQU ? - C?? ?iv`E?( ?c. la!?z C?CL ol r? ti s ca;ti ? aUA 6,(Vf pAat 11 - (? 6 Weather: Performed By: F: AILY 1 Submitted To: W U DOR-01 BRAUN$M i NTE RTEC DAILY OBSERVATION REPORT Project #: .??StXq?-313L Report #: Location: Date: SJ ? ?- ? $ Personnel Ciassification Regular Hours Overtime Hours 4cu 4? ?-- `? G Areas and work performed this day: A s? lbu - av e I ? a La.v L-e.o, J ?sf ?? . s?? ? -?(A" C-??? ?,e,A?d ,,,a ?`? ???? a?2?s a?- ? v-? C f?' -?-o Z'`? a??' C?r?'ac?: ? (J-e ??.u-?; T LZ ?? c ? ?s -tfA \r.Q v 1 cM'C'2 --?? V\ kl? 6\C VA ?. ? w?a, I ti?4 ??.?-?f c,vv( r,5i .Qtl iAz244 4? 1-2 r-2 maq,? w?evc C,6v rre tS ??aCl?o? . -- c? < Weather: Performed By: , - ' Submitted To: F: AILY 1 ooR-oy • ? . . , • B RAU NSM I NTE RTEC ? Report of Field Compaction Tests Date: October 20, 1997 Client: Mr. Tom Torgerson Torgerson Properties 335 Benson Avenue Southwest Wilmar MN 56201 Project: BODX-97-313C Project Description: Construction Testing Services and Special Inspections Hilton Garden Inn EaQan_ Minnesata Report• 1 ?I est ate ype Soil ID and Classification Optimum Moisture* (%) Max. Lab Dry Density* (Std.Proc.) (pcf) Inplace vioisture (%) Inpiace Dry Density (pcf) Relative Compaction (%) Sperified btinimum CompacY. (%) omments 1 10/16/97 N P-1: SM 101/z 126 11 124 98 95 A 2 10/16/97 N P-1: SM 10'/z 126 11 122 97 95 A 3 10/16/97 N P-1: SM 10'/? 126 13 121 96 95 A 4 10/16/97 N P-1: SM 10'/z 126 12 120 95. 95 A Key: N = Nuclear, ASTM D 2922 A= Test results comply with specifications. SC = Sand Cone, ASTiVi D 1556 B= Test results do not comply with specifications. * = O.M. and M.L.D.D. rounded to nearest 0.5 Test Test Location Elevaiion 1 40'S, 13'W of NE building corner (below floor slab) 927 2 75'S, 15'E of W buildin; corner (below tloor slab) 927 3 5'N, 10'E of SE building corner (below tloor slab) 926'/z 4 30'N, 20'E of SW building corner (below floor slab) 9261/2 I i Elevation Reference: c: Mr. Jeff Greischar; Tech BuiIders, Inc. Braun Intertec M. Samuelson Manager 973 13c\cu.l v' , B RAUH5M 1 NTE RTEC Laboratory Compaciion Characteristics of Soil (Proctor) Date: October 20, 1997 Project: BODX-97-313C Client: Description: Mr. Tom Torgerson Construction Testino Sarvices and Torgerson Properties Special Inspections 335 Bzuson Avenue Southwest Hilton Garden Inn Wilmar, MN 56201 EaQan, Minnesota Fie1d Data: Date Sampled . 10/10/97 Test Number . P-1 Samplzcl By . JMS Location Sampled . Classification . SM: Silty Sand, fine- to medium-rained, brown Laboratory Data: ASTM D: 698-91 Procedure: standard B Date Testerl; 10/13/97 As Received Water Content: Prep. Method: wet Rammer Type: manual Sieve Data, % on 3/4": 0 3/4"-3/8": 9'0 3/8" -#4: Size of "Oversize": Percent Oversize: Spec. Gravity: 2.65 r`.,.t,P Vah,ec C nrrPr.terl Values (ASTI?f D 4718) Maximum Dry Unit Weight, pcf Optimum Water Content, ?'o 128 126 •? 1224 G .v=o 3 ? 122 ? G 120 118 Water Content, ?'o 126 cf f 10'fz % % Z--ro Air Voids Qme S.G. =2.65 (Assumzrl) 9'7313c\p-1 ( g 10 12 14 lb .. . . . . - . . - . . . ?, V J ,. ?. . . . : , l. ? . . ? . . . . _ . ?. . u,? , ...-_ . . , . .. : . - - ? ' SM . ... , y _ _ I NTE RTEC - - Compressive Test of Concrete Cyiinder Test Method: ASTM C 39, 6" x 12" Cylinder . Date: November 20, 1997 Project Number: BODX-97-313C Client; Mr. Tom Torgerson Torgerson Properties 335 $enson Avenue Southwest Wilmar, MN 56201 Project Description- Construction Testing Services and Special Inspeciions Hilton Garden Inn Eagan, Minnesota A: Number. 1 Miz Design: 3000 #1 e Cast: 10/23/97 Supplier, AVR ie Cast: 8:20 a.m. Specified Air: none specified asured Slump: 1'fi" Specified Strength: 3000 isured Air: 3.1 % Truck or Ticket No.: 136 icrete Temperature: 62°F Cylinders Per Set: 3 Temperature: 35 °F inder Cast By: JDF uid Added at Site: none iple Location: Footings: 60'S, 10'W of NE footing comer ield Notes: Sample Date Test Fieid Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) lA 10/27 10/30 4 3 7 96140 28.30 3400 F 1B 10/27 11/20 4 24 28 122560 28.30 4330 K Specified Streugth at 28 Days (psi): 3000 Remarks: F: The specified 28-day strength was met at the 7-day age according to the above test results. K: The above 2$-day test result meets the required design strength. c: Mr. Jeff Greischar; Tcch Builders, Inc. Braun Intertec Corporation w M. Samuelson Branch Manager 973 23c\coric.l ? 0:? ??*? : ? . ? ?•<. ?y????? ???,? ? ' ? ,', . ... ? . . .. . . ? U ? ? ~ ...'fi??T?.?? .? Client: Mr. Tom Torgerson Torgersan Properties 335 Benson Avenue Southwest Wilmar, MN 56201 Project Description: Construction Testing Services and Special Inspections Hilton Garden Inn Eagan, Minnesota Temperature: 40°F inder Cast By: JDF uid Added at Site: none iple Location: Footings: SE comer to SW comer ,LD DATA: DESIGN DATA: Number: 2 Miz Design: Miz #1 ? Cast: 10l23/97 Supplier: AVR e Cast: 9:15 a.m. Specified Air: noae sQecified isured Slump: 3'fz" Specified Strength: 3000 isured Air: 3.2 % Truck or Ticket No.: 175 icrete Temperature: 64°F Cylinders Per Sei: 3 Notes: Sample No. Date Recvd Test Date Field Cure Lab Cure Test Age Maz Load (pounds) Cyl Area (sq in) Compressive Streagth, psi Remarks Code(s) 2A 10/27 10/30 4 3 7 89360 28.30 3160 F 2B 10/27 11i20 4 24 28 113960 28.30 4030 K Specified S treugth at 28 Days (psi): 3000 Remarks: F: 'I'he specified 28-day streaath was met at the 7-day age according to the above test results. K: The above 28-day test resuit meets the reqnired design strength. c: Mr. Jeff Greischar; Tech Buiiders, Inc. Braun Intertee k.?, ?? . ???_ v B RA $M I NTE RTEC Compressive Test of Concrete Cylinder Test Method: AS'TNI G 391 6" x 12" Cylinder Date: December 4, 1997 Ciient: Mr. Tom Torgerson Torgerson Properties 335 Benson Avenue Southwest Wilmar, MN 56201 Project Number: BODX-97-313C Projecs Description: Construction Testing Services and Special Inspections Hilton Garden Inn Eagan, Minnesota FIELD DATA: DESIGN DATA: Set Number: 3 Mix Design: 4000 Date Cast: 10/29/97 Supplier: AVR Time Cast: 3:10 p. m. Specified Air: 6% Measured Slump: 41k" Specified Strength: 4000 Measurerl Air: 6.3 % Truck or Ticlcet No.: 118 ?Concrete Temperature: 75°F Cylinders Per Set: 3 Air Temperature: 50°F Cylinder Cast By: JDF Liquid Added at Site: none Sampie I.ocation: Wall 50'N of SW corner of buildin- z Notes: Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure A;e (pounds) (sq in) Strength, psi Code(s) 3A 10/30 1115 1 6 7 107990 28.29 3820 B 3B 10/30 11/26 1 27 28 155950 28.29 5510 K 3C 10/30 HOLD Specified Strengtb at 28 Days (psi): 4000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typical strength age relationship. K: The above 28-day test result meets the requirerl design strength. c: Mr. Jeff Greischar; Tech Builders, Inc 97313c1conc.3 Braun Intertec C, J es M. Sa e ranch Manager k _. : . °f , i. ? ? . .• _'.. . , .. .. :,. ' " . ` . ` .. . ... . _.._ C' .. .. ?. .'_ . ' ' _ _ . . - . .. ? . ??? .. , . . Date: May 19, 1998 Project Number: BODX-97-313C Client: Mr. Tom Torgerson Torgersoa Properties 335 Bensan Avenue Southwest Wiimar, MN 56201 Project Description: Coastructioa Testing Sarvices and Special Lispections Hilton Garden Inn Eagan, Minnesota FIELD DATA: Set Number: 4 Date Cast: 12/23/97 Time Cast: ' 8:45 a.m. Measured Slump: 6" Measured Air: not determined Concrete Temperature: 75°F Air Temperature: 28°F Cylinder Cast By: DMR Liquid Added at Sike: noae Sample Location: Slab-on-arade: Notes: Mix Design: 5.5 B6 Supplier: AVR Specifieii Air: none specified Specified Strength: 4000 Truck or Ticket No.: 140 Cvlinders Per Set: 4 72'S of NW envelope comer Sample Date Test Fieid Lab Test Max Load Cyl Area Compressive Remarics No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 4A 12J26 12/30 3 4 7 106310 28.27 3760 B 4B 12/26 1/20 3 25 28 168560 28.27 5960 L 4C 12/26 1/20 3 25 28 167570 28.27 5930 L Specified Strength at 28 Days (psi): 4000 Remarks: B: The 7-day test result projects that the specified strength will likely be met at the 28-day age according to a typicai streflgth age relationship. L: The average 28-day test result meets the required design strength. c: Mr. 7eff Greischar; Tech Builders, Inc. Braua Intertec i? ranch Manager 91313c1conc.4 ? Client: Mr. Tom Torgerson Torgerson Properties 335 Benson Avenue Southwest Wilmar, MN 56201 Project Description: Construction Testing Services and SpecialInspecrions Hilton Garden Inn Eagan, Minnesota FIELD DATA: DESIGY DATA: Set Number: 5 Mix Design: 5.5 B6 Date Cast: 12/23/97 Supplier: AVR Time Cast: 9:10 a.m. Specified Air: none specified Measured Siump: 4'/a" Specified Streagth: 4000 Measured Air: not determined Truck or Ticket No.: not given Concrete Temperature: 70°F Cylinders Per Set: 4 Air Temperature: 28°F Cyiinder Cast By: DMR Liquid Added at Site: none ISample Location: Slab-on-grade: 50'S of NW envelope comer IField Notes: Sample No. Date Recvd Test Date Field Cure Lab Cure Test Age Max Load (pounds) Cyl Area (sq in) Compressive Stren;th, psi Remarks Code(s) SA 12/25 12/30 3 4 7 104900 28.27 3710 B SB 12126 1/30 3 S 28 179400 28.27 6350 L SC 12/26 1/20 3 25 28 162280 28.27 5740 L Specified S trength at 28 Days (psi): 4000 Remarks: B: The 7-day test result projects that the specified streugth will likely be met at the 28-day age according to a typical strength age relationship. L: The average 28-day test result meets the required design strength. c: Mr. Jeff Greischar; Tech Builders, Inc. Braun Intertec M. Samuelson i Manager 91313c\cone.5 .? .«;. -, . .. „? . .. - . • , _ . _ =°'. x . -.. 1 t CROSS PARKING EASEMENT AND ACCESS EASEMENT AGREEMENT THIS EASEMENT AGREEMENT entered into this _,_?S ?day of July, 1989, by RAHNCLIFF CROSSINGS, INC., a Minnesota corporation, ("RAHNCLIFF"), witnesseth the following: R E C I T A L S WHEREAS, RAHNCLIFF is the fee owner of real property located in the City of Eagan, County of Dakota, State of Minnesota, lega2ly described as: Lots One (1) and Two (2), Block Three (3), Rahncliff 2nd Addition, and Lot One (1), Block One (1), Rahncliff 3rd Addition ("RAHIdCLIFF PROPERTY"), see also Exhibit "A" attached hereto, and WHEREAS, RAHNCLIFF is executing this Easement Agreement to fulfill the access and parking requirements of the City of Eagan made in conjunction with the development of the RAHNCLIFF PROPERTY. NOW, THEREFORE, in consideration of the foregoing facts, RAHNCLIFF does hereby agree as follows: 1. RAHNCLIFF as the fee owner of the RAHNCLIFF PROPERTY for itself, its successors and assigns hereby agrees that if at any time in the future any portion of the RAHNCLIFF PROPERTY is conveyed to a separate owner, RAFNCLIFF, its successors and assigns agrees tv grant perpetual non-exclusive easements for cross parking and access over, across and between the three lots comprising the RAHNCLIFF PROPERTY. 2. The access and cross parking easements contemplated in this Agreement embrace both the right to park vehicles in certain designated portions of the easement tracts and the right to reach those portions by travel over the remaining portion of the easement tracts which remaining portions will remain open so as to allow this access. The easements contemplated herein shall be subject to review and approval by the City of Eagan. Notwithstanding anything herein to the contrary, no transfer of any portion of the RAfIlNCLIFF PROPERTY shall take place without the approval of the City of Eagan. This approval will be conditioned on the grant of the easements described herein. 3. This Agreement shall be recorded with the Dakota County Recorder so as to provide notice to the owners and future owners of the RAHNCLIFF PROPERTY. The owners shall provide and execute any and all documents necessary to implement the recording of this Agreement. 4. RP.HNCLIFF mutually recognizes and agrees that all terms and conditions of this recordable Agreement shall run with the land herein described and shall be binding upon the heirs, successors, administrators and assigns of the owners referenced in this contract. IN WITNESS WHEREOF, we have hereunto set our hands. RAHNCLIFF CROSSINGS, INC. A Minnesota Corporation By: B. Buric Smith Its: Vice-President -2- STATE OF MINNESOTA) )SS. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged Public, on the 75 day of 1989, by Vice-President of RAHNCLIFF CRO SINGS, INC., o corporation. n ?nnnn?,n?nnnnnnnnnnn1 nn ??1M/V?MMA w JCSEP;-;' P. EkRLEY MIQ7A i: Y F U!'LIC-Mlii}jEscra ' DAY,:;,-.4 COUt:.TY ? wrCo-'^m. Exp7rF5 qy3• 3, 1994 tbVMey17:^w'. yr v J'?YVY'?VV?.•,?V,?'?V'?VVVVW 1 THIS INSTRUMENT WAS DRAFTED BY: McMENOMY & SEVERSON, P.A. 7300 West 147th Street P.O. Box 24329 Apple Valley, NIId 55124 (612) 432-3136 JPE -3- before me, a Notary B. BURICH SMITH, the n behalf of said EXHIBIT 9. : DE ?ELOPMENT PLAN' ? I . A SKETCH PLAN • ? PRIOR TO AMENDMENT . • . '????' • ? • .? •r . ? ' • • • ' . • ? ? ~`?' • , 1?rr v? • ?I ' • . . . . r??• . ?A • • • ? , • l ? Oi? ? ,` , • '/ • r M ? ? ? ? / I~NMI , . T3 ? . / ' . / ? ,• ? ? . . 0 ` ? .. ? ? • ? ?`?r • I ? • • ? ` ' , ? '•• • ^? / ? , / )001 • ? ? ? / . ?? ? ? ? ? . . , ? i % • . ; . ' ? ,' ? .: . . ?: . .,._,_.. ? ? .:. . ? ?. .. MI• I ! E: ?? . ;t? I OUTLOT A ? . ` • ? • r= • ?F ? F 1 ? , . , ?, •. h E: ?•-_,; r. ., .- ? I; E= ' h` ' :' I. • , •? . :i _ ?,y?' ? ? :? ? s' ? . l • ' = ? t3 I »i i i ? 1 ?....! ' , OT ? I; ....., 1?•••• vV 4 • , o i I1 • ?•.?r 1 ? •?---• ?_? ? `1 . . r -? .. - .. '17 .. . . . . ? 1 1 1 I M ? ??? . •?ww 1r? `,' .r.J ? • ?p\ • Y.d ? M _- R ( r. W. / r ?.?. • ?? Y? r ( y .? W. ? ?+? ?.? • ' ? ?.r ? : , ¦ ??1 A ? ?wV ? w?M . I ?.? • ? M ?' \ I ?. . .... • ?.?..r ?.+. y ? ? b. 1 w. • wr• r P. ? r N ? V CI I ? Z Yai? W ? ~ \ c ~ I .0004 r ? ?.r.. w.a?? tr?. ...?. ?.... ?. ? ?' 'I? • ?l •???/Y ?? ???M ?/? ^? r?ti • ? 'I? ?/? Mr ? w?? ? 1 ? ? NtN?? ?.4? • y Aq?? ? • N ??J tiM???? N?• . p! C ???MN1Y . A ? so* nKA ? .' ?/ O??s4r M?uMR •t ?rA ?A.t71?'? i? ?++1(M M f1. ?JII.) : ? f' 04 F.p IKX+tAAL 11690 1.OpSr ? ?. ; w iL . r.a1 ?w.MOHUMENT ` ,...?.. , . ? • j w ?fu ?.... ?. ti?W •?• ?„`,.,,ti_ ? • ? ... PIAZA PTION ??..? • ..,.?. ? .:.. • Myi? \ • • ` O T 1 . I• I? • ' , T 9LK-! ? 1 CROSS PARKING EASEMENT AND ACCESS EASEMENT AGREEMENT ?- THIS EASEMENT AGREEMENT entered into this Z-;? day af July, 1989, by RAHNCLIFF CROSSINGS, INC., a Minnesota corporation, ("RAHNCLIFF") and M.G. ASTLEFORD COMPANY, a Minnesota General Partnership, ("ASTLEFORD"), witnesseth the following: R E C I T A L S WHEREAS, RAHNCLIFF is the fee owner of real property located in the City of Eagan, County of Dakota, State of Minnesota, legally described as: Lots One (1) and Two (2), Block Three (3), Rahncliff 2nd Addition, and Lot One (1), Block One (1), Rahncliff 3rd Addition ("RAHNCLIFF PROPERTY"), see also Exhibit "A" attached hereto, and WHEREAS, ASTLEFORD is the fee owner of real property located in the City of Eagan, County of Dakota, State of Minnesota, legally described as: Lot Two (2), Block One (1), Rahncliff 3rd Addition and Lot One (1), Block Tao (2), Rahncliff 2nd Addition ("ASTLEFORD PROPERTY"), see also Exhibit "A" attached hereto, and WHEREAS, the parties are executing this Easement Agreement to fulfill the access and parking requirements of the City of Eagan made in conjunction with the development of the RAHINCLIFF PROPERTY and the ASTLEFORD PROPERTY. NOW, THEREFORE, in consideration of the foregoing facts, the parties do hereby agree as follows: 1. RAHNCLIFF as the fee owner of the RAHIdCLIFF PROPERTY for itself, its successors and assigns hereby grants ASTLEFORD, its successors and assigns perpetual non-exclusive easements for cross parking and access over, across and between the three lots comprising the RAHNCLIFF PROPERTY. 2. ASTLEFORD as fee owner of the ASTLEFORD PROPERTY for itself, its successors and assigns hereby grants RAHNCLIFF, its successors and assigns perpetual non-exclusive easements for cross parking and access purposes over, across and between the two lots comprising the ASTLEFORD PROPERTY. 3. The access and cross parking easements created in this Agreement embrace both the right to park vehicles in certain designated portions of the easement tracts and the right to reach those portions by travel over the remaining portion of the easement tracts which remaining portions will remain open so as to allow this access. Each party will, at its own expense, maintain, repair and keep free from ice and snow the property subject to the easements created hereby. In the event of a breach of an obligation imposed upon one of the parties, the non-breaching party shall have the right upon giving ten (10) days written notice (or if an emergency existed, such shorter as is reasonable under the circumstances) to enter upon the breaching party's property to gerform, at the breaching party's expense, the work required to keep the easement tract maintained, repaired or kept unobstructed. 4. The easements and covenants granted herein shall be subject to amendment, release or termination only by mutual -2- agreement of the parties and in the absence of such amendment, release or termination shall remain in effect perpetually. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the easements and/or covenants set forth herein shall be effective or may be filed of record unless the City of Eagan consents to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council, or successor body, unless the City Attorney for the City approves in writing an alternative format to evidence that consent. The parties expressly acknowledge and agree that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, and may withhold or delay consent for any reason or no reason whatsoever, or may condition consent upon such terms as the City deems desirable, it being the City's absolute right and prerogative to insist that the easements and covenants granted herein remain in effect and unaltered and to permit amendment, release or termination only at such times and under such circumstances, if any, as the City deems desirable in the exercise of its unfettered discretion. Each party further agrees and covenants, consistent with this acknowledgment, not to institute any legal proceeding against the City of Eagan on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination, and to indemnify the City of Eagan against any expense, including litigation costs, which the City incurs as a result of any violation by that party of this covenant. The City may, at any time, give up the right of -3- ? w approval granted hereunder, said action to be evidenced by City Council resolution or other format approved by the City Attorney. Notwithstanding anything herein to the contrary, the easement areas shall not be deemed dedicated to the public or otherwise public land, and the City of Eagan shall have no obligation and no right, not otherwise existing, independent of this Agreement, under the ordinances, statutes and other laws under which the City operates, to maintain or administer the easement areas. 5. The parties mutually recognize and agree that all terms and conditions of this recordable Agreement shall run with the land herein described and shall be binding upon the heirs, successors, administrators and assigns of the owners referenced in this contract. IN WITNESS WHEREOF, we have hereunto set our hands. RAHNCLIFF CROSSINGS, INC. A Minnesota Corporation y: . Buric Smith Its: Vi ce-President M.G. ASTLEFORD COMPANY A General Partnership )?'o 62 By: .G. Astle o Its: Managing Partner -4- s STATE OF MINNESOTA) )SS. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me, a Notary Public, on the ? day of v , 1989, by B. BURICH SMITH, the Vice-President of RAHINCLIFF CRO SINGS, INC., on behalf of said corporation. ¦nnnnnnnnnnnnnn?;.nnn".r.\nn^.nnnnnnnnN `< JG::EFH P. EP,?LEY <_, ?NGT?:Y PuB?IC-l;iR«ESOTA < DAf<07A CCU74iY My Comm. Era; , ^s Au;. 3, 1994 1 VVWb'Vy?NVV'c', vJVl'WVVVV`JV':VVVVJ'JVV ¦ STATE OF MINNESOTA) )SS. COUNTY OF DAKOTA ) l Not y lic F 7- j The foregoing instrumer,?t w s acknowledged before me, a Notary Public, on the ? day of ? y?? , 1989, by M.G. ASTLEFORD, the Managing Partner of M.G. ASTLEFO? RD`COMPAN'Y, on behalf of said partnership. ONp f,A. Wt?L?A?S , _ AaINNEfYTA KJ , i A cDU' ? 3,. 1992 tar Pub ic ??` `? D A ?«s a? is.io^ EX? "fty cor,m ' ?..- THIS INSTRUMENT WAS DRAFTED BY: McMENOMY & SEVERSON, P.A. 7300 West 147th Street P.O. Box 24329 Apple Valley, NN 55124 (612) 432-3136 JPE -5- . .. , ? . . EXHIBIT 9. DE .?LOPMENT PL.AN)f A SKETCH PLAN , •' ` / • • . t. ` . . ? oT ? , ILK 7 M M • , 1?I? NJ ' ' . . . M?1? 1?.? ?1 • ' ' ' ? ?'? ? ' . , i? , ? . ? •• ? ? i •• • . O / ' I . ? , . ? . • ? ?? ? • I ? • ' ? ? ? , . , ? ' • / i , ? / . •. ? . ? ? ( , • • • ?= . .t.?1??. ` 1 ' ? ? ? ? ? ( ? ? I : E= _? • ?? ? ? '? I ; ? • • y`? ? ? . : ;,, ? '1 == ' ',?j'••, :? '; I' , . , t3' ? ' •? I I t .? ?.•..? 7 ? * t a L i ? E.? ?Z...? _ ...... . I ? [;?_-•? i'? I 9 PRIOR TO AMENDMENT • A,,,y.• . '?,`?J,., . • r N?M ??.?M M 1 •? -???? 1,7 '~i+wa YI .? ?.. ??.N MI• . OVTlO? A •- . f Y~.N IrvMMI •\, t ? i? ? r N ?M 1 w,?w • 1 I `O • ?` 1 . ? I \` \ . ?/ ... . w. i ... ?... . .? .? ? i .? •. .?.. ? ?..... . u... . ? ? I ?r ?? W. ? I?1? ?.? I 1 w ? ? , ? • :....? C G?i rV ? ?? I M.? ? ? M ' \ I V ? ? ??ww ?.?r • ?\ ? ? a. . w. a?.?..r ... . y I I y?... ..? ? I y?y? W \ • M !. Y: ? •? M. C ~* ? ? ? ' ?. 1 r. F?r?Y?. M• ? 1 ^-? ? f ? ,? • • • ?' r+r rw ? w?? i? ?II?1 ?Id+ ? Nh?n ?,b? • M f?J ? •??N?4Y • M ?.t?r nNA ? ??. . ? Mn?rsa ? ..» ... awa it?u?.r ?? I ?0???"? 11M?dMI/f1.?/IL) ;! f` MS NA? ??+tJK I?M 1aOr ' ? Ju w rrrl ? ? ? t ? ?r,MMt MOHUTAENT ( ,.? .?.. ? i T ' ? • t K? ; An , .?. ..... ,. IC?VW ??? 4?wrtl ?•r•?? - . .,?...? PLAZAPTLON ' .. _. w•h • w i*? w ?.r u ,r . ? ? • _ ? ? . I r_____- _--------- i ? FOf OfflC'@ USe .? I Permit #: City 1 Eaian O f 3830 Pilot Knob Road i Permit Fee: ? Eagan MN 55122 Phone: (651) 675-5675 I Date Received: ? Fax: (651) 675-5694 ? Staff: L -----------------? 2008 COMMERCIAL"iPLUMBING PERMIT APPLICATION Date: 0 t Site Address: I ? -? Ck?till?-t Tenant: 14aAiy1 Suite #: PROPERTY ??"fr Phone: ?? ?iL?:!??? ? " OWNER - Name: ? Y ?J - CONTRACTOR Name: MetroT?st'ng License #:: arY rti 0 SB c(7& .. _ 31222r State: Zip: Address: d?r Cfe2??? ct7 P iZ 22 - HincEcl?N? rson: ? nV e 6 a Phone TYPE OF New _ Replacemen?t _ Repair k:,"Rebuild _ Modify Space _ Work in R.O.W. WORK _ Description of work: PERMIT TYPE COMMERC/AL ! New Construct6on Modiry Space Irrigation System (_ yes /? no) (-L4PZ PVB) • Rain sensors required on irrigation systems . Avg. GPM (2" turboi required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to +;verity that tests passed prior to pickin4 uo meter. Domestic: Size & Type Fire: Size & Price 3/4" meter 183.00 Avg. GPM High demand.c?evices? Yes No Flushometers _Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract Value $ X 1% = g Permit Fee , i Required on ALL new buildings and boialevard irrigation systems 4 _$ Radio Meter Read - If Permit Fee is less than $1,000, surcharge is $.50 =$ ' Meter(s) , - If Permit Fee is > $1,000, surcharge increases oy $.50 for each $11,000 _$ State Surcharge ' ,00 surcharge). $1,000 Pertnit Fee (i.e. a$1,001-$2,000 Pertnit Fee requires a$1, Following fees apply when installing a new lawn irrigation system. $ water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ ! Treatment Plant $ , Water Supply & Storage g ? State Surcharge ; TOTAL FEES ..,ioti ttie .,.Ai.,n., . s and r.ndes of the Citv of Eaaan: that I h8f8Dy aucnowiea einai inis mwnnauvil w w111Nlcac -.. aw...o,.... ......... ......"'... __ ... __...-------- -,-- - I understand this is not a peRnit, but only an application for a pertniQ, and work is not to start without a permd; that the work will b n accordance with the approved plan in the case of work which requires a review and approval of plans. , Yr n.-f? X 9?a" Applicant's Printed Name Appncanrs aignaxure FOR OFFICE USE Approved By: Date: Required Inspections: _Under Gcound ._Rough-In _Air Test I Gas Test _Final PRV Required: _ Yes _ No Page 1 of 3 ity of EaQali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 AUG - 1 2011 Use BLUE or BLACK Ink For Office Use Permit #: /0)5 G / Permit Fee: *I • v Date Received: Staff: 4 2011 COMMERCIAL BUILDING PERMIT APPLICATION ' 6-1 i t4 Date: &1 t k,1 Site Address: IT15 n"WW4U Q 1 3 t MK) 55l- 1 ` 4 `' Tenant Name: ATL -TON Gts .N N (Tenant is: New / X Existing) Suite #: Former Tenant: Name cZGE- Jn% Q [ S Phone: (D6t GIGO—Oil 5 Address / City / Zip: In 15"- N0E- N *LW Applicant is: Owner Contractor Description of work: `—=_wrv...2.,(O' . CA ROCON Construction Cost: 10 )Wtil NameNLY--W6 CC'aV`J12.1)atCm• IIVC . License #: 2.(032.522.. Address:%1�LL-Cittyy:: a PA�. ,v L� State: `NI Zip: 55n2_ Phone: V L: (0. 5 Contact: K)TJ Registration #: 10V3`C Address: 1 / ".> GI�W ' Jl(E City: ST PAUL N11.155109 State: Mei Zip: SJf Phone: (051-155-9V3 yy- Contact Person: GLF�5pr.9 Email: a dhifats evot T;qi (Om Licensed plumber installing new sewer/water service:( j 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.ord I hereby acknowledge that this information is complete and accurate; that the work will be in onformance wi��he ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for •ermit, and wor not to start without a permit; that the work will be in accordance with the approved plan in the case of wo . quires - -vi - nd approval of plans. N i 82ja Mui. Applicants Printed Name x Applicants Page 1 of 3 /q75 Rair)a DO NOT WRITE BELOW THI LINE SUB TYPES Foundation Apartments Lodging Miscellaneous WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% ✓) Census Code # of Units # of Buildings Type of Construction Public Facility /Public / Industrial Greenhouse / Tent Antennae Interior Improvement _ Exterior Improvement Repair Water Damage t y600g‘e;' D REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Occupancy Code Edition Zoning Stories Square Feet Length Width Drain Tile Roof: _Decking _Insulation _Ice & Water VFraming Fireplace: Rough In Air Test _Final Insulation Meter Size: Final (66s*q/ Accessory Building Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding _ Demolish Building* Reroof _ Demolish Interior Windows Demolish Foundation Fire Repair Salon Owner Change *Demolition of entire building - give PCA handout to applicant A.3, 2 -*t ✓ Sheetrock MCES System SAC Units D/NI ahibvi.0 iNWM OA Oge.. Lp. City Water ✓ Booster Pump PRV Fire Sprinklers ✓ r/ mal / C.O. Required Final / No C.O. Required Other: Pool: _Footings Air/Gas Tests _Final Siding: _Stucco Lath ,Stone Lath _Brick Windows Retaining Wall Erosion Control Final CIO Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: GA % , 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 5 .os 114.6+ Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL 321.31 Page 2 of 3 City of Eagan Eagan, PERMIT City of Eaan Permit Type: Plumbing Permit Number: EA100819 Date Issued: 09/01/2011 Permit Category: ePermit Site Address: 1975 Rahncliff Ct Lot: 1 Block: 1 Addition: Rahncliff 3rd PID: 10-62727-01-010 Use: Description: Sub Type: e - Fixtures Work Type: Remodel Description: Removed 1 toilet & tub, capped piping Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments: Greg Nase 110 Sycamore St W St Paul, MN 55117 651-387-6792 Fee Summary: PL - Permit Fee (miscellaneous) $50.00 Surcharge -Fixed $5.00 0801.4087 9001.2195 Total: $55.00 Contractor: Cities Plumbing & Heating 110 Sycamore Street West St. Paul MN 55117 (651) 274-6547 - Applicant - Owner: Hgie LLC PO Box 1020 Willmar MN 55201 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. Applicant/Permitee: Signature Issued By: Signature CityofEaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 cvacf-- Use BLUE or BLACK Ink Permit #: /CC 9 Permit Fee: 0 Date Received: Staff: 2011 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: Q- q - l l Site Address: 1115 LA../Lf Tenant: i itar-tom Aril erg lu�rt �-y InQ ^j_ Suite #: PROPERTY OWNER Name: ArAJL_ Phone: Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: Woe ox-� E...-. S d,Pr i121 Q %Qsaf:.0 .60i CCTt7e4 C<irQ Construction Cost: .6�}' Estimated Completion Date: 9- /S- // CONTRACTOR Name: ,SLI/ i— crP Pit±ecc-_- License#: (-i:Y)5 Address: nrn ( L if p iNcx1,0,... , U )City: at., PaL/4 State: ./ 3 Zip: S.S /63 Phone: (L7 c7 I .S/ /WO 0 0 Contact: MC oe LS Email: FIRE PERMIT TYPE 'Sprinkler System (# of heads WORK TYPE _ New _Alterations Addition (_ Fire Pump Standpipe Other: _Remodel _ Other: DESCRIPTION OF WORK: r Commercial Residential Educational _ _ FEES $55.00 Minimum (includes State Surcharge) OR Contract $10,010, surcharge is $ 5.00 surcharge increases by $.50 for each $1,000 Permit Fee Fee requires a $ 5.50 surcharge) Value $ <500 x 1% - If the Permit Fee is less than = $ Permit Fee = $ Surcharge - If the Permit Fee is > $10,010, (i.e. a $10,010-$11,010 Permit $ TOTAL FEE 3/4" Displacement Fire Meter - $204.00 *oe......�..,.,..a... 2 $ Fire Meter $ TOTAL FEE complete sets of drawings and specification, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Buildin /Fire Codes; that 1 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 irdance with the approved plan in the case of work which requires a reviewviland approval of plans. x'_J; Gt P I a JI"\ i t -e - Applicant's Printed Name , ur Appl cants Signature CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aogheretateon®call.ora REQUIRED INSPECTIONS A�. Hydrostatic ,° Flows Alarm rain Test Trip:; Pump Test < Central Station Date: City of Ea�ail 1' 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit Fee: 7 3 . 00 (9-712, Permit #: Date Received: Staff: 2012 COMMERCIAL BUILDING PERMIT APPLICATION 6/7/12 Site Address: 1975 Rahncliff Court Tenant Name: Hilton Garden Inn Name: Torgerson Properties (Tenant is: New / X Existing) Suite #: Former Tenant: - Address / City / Zip: 103 15th Avenue North West Applicant is: Owner X Contractor Phone: 651-260-6418 Description of work: Replace damaged front doors Construction Cost: 15,000.00 Name: Viking Construction, Inc Address: 871 Jefferson Avenue State: MN Zip: 55102 Phone: License #: BC332522 xp 3/31/14 city: St Paul 651-222-3065 Contact: Ron Henchen Email: rhenchen@viking-constructioninc.com Name: None Registration #: Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: N/A Phone #: N/A CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against undergro nd utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq 1 hereby acknowledge that this information is complete and accurate; that the work will be in conforman ' 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, an. "'fork is not to start without a permit; that the work will be in accordance with the approved plan in the case of wor. - `requires a ew and approval of plans. ,11/ x Ron Henchen - Project Manager Applicant's Printed Name Applic Page 1 of 3 • DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Commercial 1 Industrial Apartments Miscellaneous WORK TYPES New _ Interior Improvement Exterior Improvement Repair Water Damage Public Facility Accessory Building Greenhouse / Tent Antennae Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Occupancy Plan Review kt Code Edition (25%_ 100%_ C`Zoning Census Code Stories # of Units Square Feet # of Buildings Length Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Decking _Insulation _Ice & Water _Final Framing Fireplace: _Rough In _Air Test _Final Insulation Meter Size: Exterior Alteration -Apartments _ Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair _ Demolish Building* _ Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock _ Final / C.O. Required ?c, 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: Ai 100 , 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 Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL Page 2 of 3 CityofEaall at/ 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: I I0 1rb Permit Fee: `t() 9° Date Received: Staff: Lf ,j 2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* `t Date: '72 (3 Site Address: C ` 15 Tenant: I—t 4--r47 1-1 �� i I`1 Suite #: Name: Phone: Address / City / Zip: Applicant is: Owner XContractor Description of work: ge—e 1 i)e..,e_wege. kie.AT7e G. MI FWE- ti. -15i<-" -X1 Construction Cost: At LPSV.. Estimated Completion Date: 5' 1®-13 Name: l.— OA. (.- R1 e.. License #: 2 - Address: /0673 &V 6 ® City: LSM tT .12... L44-. . State: f` I Ili Zip: 5 511 47 Phone: 4751 4 Contact.erez.:(±fr^1li� 541.3 FIRE PERMIT TYPE 99 X Sprinkler System (# of heads jf ) Fire Pump Standpipe Other: DESCRIPTION OF WORK: XCommercial FEES $55.00 Minimum *If the project valuation is over $1 million, please call for Surcharge 3/4" Displacement Fire Meter - $245.00 WORK TYPE New Alterations Addition Remodel X OthergEA-14446. F! Residential Educational Contract Value $ 5� x 1 % _ $ 5 . —Permit Fee = $ 5.00 Surcharge* _ $ G�✓. "-TOTAL FEE = $ Fire Meter = $ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x .-1/‘7"• F6R-1 ' l►T Applicant's Printed Name oz.-3��2' x Appli It'S i n g( re FOR OFFICE USE Hoy REQUIRED INSPECTIONS Hydrostatic Trip Conditions of Issuance: Flow Alarm Pump Test Drain Tost Rough In Central Station r/ Final -BLUE or BLACK Ink Use- - For Office Use j :~~r I 1 it /S 1 Perm City of Eapfl RECEIVED I Permit Fee: 3830 Pilot Knob Road ~3 Eagan MN 55122 Date Received: Phone: (651) 675-5675 MAY 1 3Cl~~, I I j Fax: (651) 675-5694 Staff: C/V 2014 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: ;1-611 q -T Site Address: 10r7 5 :Pa{ lh C (4 L C -7t Tenant: 66-crcl er) I /I l Suite Property Owner Name: Phone: Name: RHr(7 'RSfi r'7ct 0-6L, 4tYl 1lwiat l P6*16,kpkApnse PC (ILf &9/,1: p fP CSC t17,b Contractor Address: ~jl .22 Oeciar C✓-eee 1Zcl City: f-hrl(:.Ki-cc l State:ft 1 Zip: 5037 Phone: lQ(2-221- S91KT Email: Wf-ho-tCSfii)nI . LC C ce G/Yk r` [D~7 r Type Of Work -New _Replacement _Repair ~ Rebuild - Modify Space - Work in R.O.W. Description of work: COMMERCIAL New Construction _ Modify Space V Irrigation System C.L_ yes no) (_r_ RPZ / k PVB) i`^! • Rain sensors required on irrigation systems Permit Type . 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 Contract Value $5 x.01 ) $55.00 Permit Fee Minimum = $ t55.06 Permit Fee ) *If contract value is LESS than $10,010, Surcharge = $5.00 $ Soo Surcharge* 1 **If contract value is GREATER than $10,010, Surcharge Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge = $ Coo (,C. TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit i Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge - TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance /with the approved plan in the case of work which requires a review and approval of plans. x C,a, x JI-A A. L Applicant's Pri ted Name Applicant's Signature OR 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 06/05/2014 13:42 6514071552 GREG P�GE 02l04 t��ll u.s� cr,ed�.k ea� . Use BLUE or BLACK Ink -- __, � Fcr Office U9e (,(°� � C• ' I � / G� "�/_.J � �� O� ��n� i Permit#. �� I Q , Perm��Fee: � 1• � 3830 Pilot K�ob Road � Eagan MN 55122 � Date Received: j Phone: {651)67S-S675 I Fax: (651)675-5694 I Staff: � L___— -----�.�__� 2014 C4MMERCIAL BUILDING PERMIT APPLICATION� Date•t��"' (� Site Address ��l 1� �.rT . Tenanr Name: ��V�f l l�QIr'rlQ t�l �Yl Yl (Tenant is:_New/ Existing) Suite#: Forrner Tenant: � �?�1�7f�r('��'�n�'1 �P�m��-h l��I� 21�l� �q� Name: �Propeity Owner:'� �q'�.�_�C�..�11'1(',� I�,t � . Address/City/Zip: ,. � Applicant is: Owner Cont�aCtor • , .; : � Description of work: � �(,�\ �7ype of WQ.rk� �� . Construction Cost: � � � . /� � Namet � ense#: f�l_. � � 7�?�OL� .CO�t[dCfO� Address: City: �_(� ';��' � l(,�.� State;��Zip: �� Phone:�Q��l.i��_p�'. .. Contact 1"\(�(`�T► Email' ►� � m ° �:� Name: Registration#: A�Chit��;t7E'tlgine.er. Address: c�ry; - - - State: Zip= Phone: ' ........... . .. :.... : . .... . �. � . . . "_P..'.. . .. ..;..� � Contact Person: Email: Llcensed plumber Installing new sewer/water senrice: Phone t�: NOTE::Plans and�suppo►ting:documents;that you submit ar+e,cons►dered:`to be public infnrma�dn. ;Portfons'of the inforniat�on'iAay,be class%f/eol�s non:public if you pr`ovide specrfid reasons�fryat.w,ould pe'rm�t,t`he City to. _. : ,.. � ,.. ,� - ..: , ;, , �, : conc/ud�;that the =a:re trade:-secreEs:;= .� ,>.:, . ..� . CALL BEFORE YOU D1G. Call Gopher State one Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq � I hereby acknowledge that this inforrnation is eomplete and accurate; that the work will be in conformance ' �.the ordinances and codes of the City of Eagan;that I understand this is not a pe►'mit,but only an application for a permit,and rk is ot to start without a permit;that the work will be in accordance with the approved pldn In the case of work which requir a rev w a approval of plans. X__�1 o�i. l��c� X Applicant's Printed Name Applica t's igna ure � Page 1 of 3 JUN/11/2015/THU 10, 39 AM PINNACLE AOOFING SYS FAX No, 763-477-5611 P, 002 . , R • • � • �.Use.BLUE or'BLACK Ihk - ' • ' . 1----��_�.--�------�—j • • � For Office Use . / / C�U .O�� 11 �I Permit�l:_.��/ .��(c� I I ' / � � • :3830 Rilot Knob'Road I Rermit.Fee: ��l� -�� I � . Eagan'MN.55'�.a2 � i � /��"" ,S � �a- , < `i*,R-3� � Date Received•(fi � , . Phohe:(661)675-567.5 �`�� . � j .. `FBX: (661)'67.5;5694 'j ' ' • I �{�t� ,� , �f�({*[ � Staff: I . � ' � � aa}t T.Y '��'�� J • � �o�s�COMMERCIAL:BUI,LDING�PERMITAPPLICA"TInIV .Uate: �� ;SI Address: � l "r"J ��nGIIt�- t,o�� Tenant Name: I � � �Cil�` (Tenant is:• New 1 v Existing) Suite�#: • • • � Fonner"Tenant: . ;, ��, �� -»,;•�::�� . s;+��'�t.��.,C.�,.�..g:a��13 . + r' wf�, u c�•; � 'r . G✓ "lli�lil �� r ��''"'- r �!f�" ;r�;��;,��+f��,.�.t��py�.� �Name: �. � � �, Phone: � t � � ;;��.'X��f�"�,'+a.`�;.e.,`,��'.�1'','i�i.�`'�1''�?13i��$�y�' �t . �( �"r P.If�;p�y,aA�,y.�,Q��@�j��. � � /L � V�� . �� r r' � �r � J Address/Clty LZIp: • r.� �'�' �M�;�;i.R�}j;�%c' , ,��.��,��y � �, c��,. . � .��••� � ,�. ,�' u ..:, , ; �4'�'��'!�•��"� '�a,� �! m,� . , a ' ��',r',`'s•� �3�'�i'��"`ra°�. Applicantis: ' Owner Contracfor � }_ f,li;,Y�i:1.4�.!;.��.'.A�:��f��'� ;t;i<rI�fM 1k{'�°�i:lY'-y`a,e'�',. �ir�r�?s`" . �j. �$'•�w (y��,��V �1 �� GI.T �b,/,J �� . �� '��"`��yv'�''��'° �• Description of work; a�'`p��of�l,u�°�� '..,6�'>��1�,t�•y:�� :y��1'�.j�.�.i�� .F: �� f�1Yj�'C•�i,�l� y'u�"'$ � ., �;, 1��Of. t qa� .; Construction Cost: . ;e.i ��'.;;,*.ti °I�t!i�a�r w �` . � B!: ,,,.. �. �/,r�,� '��i'�'��u;,ti,�',�,;'�,is��•�' ��, '1 +��i�c��'.'p'�,- i's �fy�' ,',r+�,��''"i`;';��,i,��,��1� ,"� Name: N Y�� Ife-� License#: ��7"d`7�Q 9•� 4 ,�:i:•r�'3�7 V?�n�f� 'y�c�,`b'•!t'• �"% ?i:{"'l��a;V� r� (� �'''j�� / J� I, ��^///�� 7� r�t ��„rE+`,J� ! a.• ��,.�,, a��;a��y.��F�.�o^.d�t��'r+i!a.��1 ..i�'JC O I 17� �W� � C.It �V�.�L/��- , ?i!�Y �' �,;;,;1:H`;:'a'r�:�;��= .'t;"r Address: r v � i'��'�",�iC!;T,itf?�C�.o�'- ' , y' ' , !�f+ +��'tiN�� t,-��i�{s; a � �'S N ,� c� ��r ( I ! > �.�:,�::'•�p'�:»>�-4��',�'"��t�!;1�.... • "� 2 � �. �(:r:'!��✓Y•V. 1�.t: /:• w.• � �l��•t�.�:�;Y;;i�f!��x�;�s��'y��F:!��K�a State: 1 v1.�.Zip: ,l"J�J Phone: I 1,.�,�'M y ht��u 7:i V «R;M. �w Y�... ^taryr.�M'�ji�'yi'�tf��:i�R3,f'�!t�,•�� I ''. ��. �i%t!"�pp}�d:z�4i„�.i.t�d.G��.&9�"•�i /� �1��y�,� iA In/�/�/f/� /�,/� �/�y//� �".�y,j�,j�,�,,�m;,�.�:p�:�wt A�it1rl�ay;L7%��+a�f�� CiOt1�Ct: �Vh/M4.� Vv �mail: � I'I/(/�t�(Y�W �.ry///�, I w.,,: �..d"Y "��'!9 /�f�Yi;M1vy.17�'1{� i:'BP'�a !� {�.., , !.' �E�.'r6'4res�+f E"'. 7 . I ��riy�,�N�� i:�l��.?�.i�v��lii:�ilen�i'�{�jM • . `�i�"q'��':��''i ,`o��r��;�F'�st •Name: ' Registra4lon#: � ,�;.!�.�;�•+�;,ty{,;,r;d��,�;��;,,� �'.q•Hi:��a �A �k:+�°t;Vt�l6�tb.�11`�',�i��i ! .. ,''��,��"i;.y,.,,t'�;,,,; �(��E�yg;frr�?{�,�1 . , , �� ( ,c�.. .,��'�'3;�',:,'',, � G U.}I�:.Ye°t�p'A I V��e�'/(i�%�A1��ipyre• � ;,^�t � � �....:. Address• City: a�;A;r�'�it�'�E'nginee , � ; y.A�,��.;s•."r.^.� � .� },•��'W'�' - �':�f��i .� �ir+;vs��,;:$.+i„n. , . '.;e.::"•.fr•i{�!ij6�,,,u a;.ck'li�D'��r�'S +��.^:��;� rr.��,n'�Y?r��,;,',.+ r��+.�•f1 State� Zip: Phone: ,.� i F�•n Y.�:w;• ,�i: ;`.. r�;�i'.��t,i�::^�`y!•��f,�4:�i'tl'�'a�;'yYF,;+'��`�,�� ;:::- r.isr�-0 � , . 1 .+::��,.:�'c,..,�.:�".,�:rih��.!`!hj✓�h�Y��1� � . ��`'�'r�i'� ;,,j:ci;:��,n�«��.?ij4,.,P�l��. • rfi;�:;'.�;:�u'�;r;;s.�•�,'E;�.;,,q;,�;;,;;,.�:�,x ContactPerson: Email: .L.icensed plumber Instaliing�seweN.water service: Phene�: '�i .. 1 .iu:l�t,y�:::•�li �..:.uu�.i�1.,.:.:...r.J�nr:1.��d:�w I..:ni.y�... pr`�.>M�. 1" fu1.�Nr..r af4•M '�)�:' rYln.vN JI 4 ;t�rN,OTE��Plans�;ancY,su�f•nrhn•�doi�uir�:�it��`°�i��y�iJ�'i��ii�'r`.1�i��.►'a��'cdns�i��ed .�b°',, lili��iif,Q"`}'i�n�"!'i,�n��r�P'Qt`fip�'s�`f '�':a '��+,: .I;Prw'<'aa.`�:ql:"`��t91�'�l::Ai'!ySI�;!d�tryl',' ��Y .:,1yaa,'V �i � n.�.� 4.�� . .r:i� " Z(. 3b �L3 a1f��.,�,:^ a,• � ..� �M .b" n'"f.�n'v i .S�Su1 X frY ad�b Y�" kY",y��. *%'7 D�1��H1. J °A?S bq'��"�,q?� •.��.�� . n�c•...,: •:�th.e;inforni�it�o►f��ill��tic�cy,as��,�ed°as=rr;on u• �c l�' a� ��,,J�► ��iticc�"�reas�i+s,�h�t�"wou�''`�er�rn�t�„;e�C�ity�fo. >� -��w., ,.,,. �:;:. � A. �,,;�.,�1�. .�P� I�.,�. �., „� '^'�n�i;d;'�:;i;(;i�:',, I;�;,.;i1.��:;.i.�.•:-;y '�'�'N�u`q�. [�:tp9;Si .fi'k^e.�."'a':6Rr•w!1J��,tY.•< <�,u�� .aY:.r�,7re"a�v ,�T` '4i."{,n,N,!'r:;�l,R.��. �� ,°" Sm4,y> (`.n�;� .r .t�. m.�:n �., ,....,,..�� ,,,.:,;:-.: i,.>...«.,r,K� ��i��;'� �a�:.�,, �;n.r�'�o�,c�.ur�e�th�'t�'t��`e. :��,�e.�'��`r�� ,;��t,,: ��'.��,�y�;�,7,�; �� ;a � �''.� .., ��.... ..:.,.:.:.:..::....::...: ,,: �' �.�, � �.�. �..�.�.:�. .:�,.� �...��.,....��..�' ...a ...:.:::..::... .. ,.�.;:...,,.:.. ....-,� . , ,...; . .�:: �'CALL BEFORE YOU'DIG. Call Gopher'State iDne Call at(661).454�002 for protection against underground utiiity damage. Call�46 hours before you i�tend to dig to receive locates of.underground utiliGes. www.gooherstateonecell.or� ' I hereby ecknowledge that this informallon is complete and accurate; that the work will b In co ancs with the ordinances and codes•of the City of Eegan;•that I understand�this is not a permlt,but onty an application�f .a pe it, nd work is no ta�t without a permlt; at the work will.be in a rdance with the pproved plan in�the case of work w ic requ'es reviev�u�.r�J a I of plans. l� .x ac � �Appilcant's•Printed Name • Applica 's�Sl, nature ' P�age"I.of.� �� . ��j t'tC,�� DO NOT WRITE BELOW THIS LINE J �� .�� l�i SUB TYPES Foundation Public Facility Exterior Alteration-Apartments fommercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments Greenhouse/Tent Euterior Alteration-Pubiic Facility Misceilaneous Antennae WORK TYPES _ New _ Interior Improvement Siding _ Demolish Buiiding* _ Addition _ Exterior Improvement �eroof _ 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 � Occupancy MCES System Plan Review iL�j Code Edition SAC Units (25%_100%� Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV , #of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS footings(New Building) Sheetrock Footings(Deck) Final/C.O. Required Footings(Addition) �inal/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 C/O Inspection: Schedule Fire Marshal to be present: Yes �No Reviewed By: /��c� L- . Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee /7'�: ��' Water Quality Surcharge �` 5 d Water Sampling Fee Plan Review Water Supply 8 Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S�W Permit&Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL� j . .j � Page 2 of 3 Dale Schoeppner From: Bjorklund, Gary(DU) <Gary.Bjorklund@state.mn.us> Sent: Friday, February 03, 2017 6:10 AM To: 'lisa.mellen@us.schindler.com'; 'Iisa.mellen@us.schindler.com'; Dale Schoeppner; DU.EIevator.ETrakit Subject: Final Approval for Permit Work at 1975 Rahn Cliff Ct, EAGAN SCHINDLER ELEVATOR CORPORATION: The ELV ALTERATION permit work has been completed and approved for the following project: Permit Number: ELV1701-00232 Project Name: HILTON GARDE AR Site Location: 1975 Rahn Cliff Ct, • AN The Department of Labor and Industry is required to inspect and provide approvals on elevator related devices prior to allowing them to be placed into service. An Inspector from the Elevator Safety Section recently performed an inspection of the work performed under the permit listed at the site above. The alteration is in compliance with the Department rules for elevators. CONSTRUCTION CODES & LICENSING DIVISION Elevator Section Dale Schoeppner From: Bjorklund, Gary(DLI) <Gary.Bjorklund@state.mn.us> Sent: Friday, February 03, 2017 6:10 AM To: 'lisa.mellen@us.schindler.com'; 'lisa.mellen@us.schindler.com'; Dale Schoeppner; DI1.EIevator.ETrakit Subject: Final Approval for Permit Work at 1975 Rahn Cliff Ct, EAGAN SCHINDLER ELEVATOR CORPORATION: The ELV ALTERATION permit work has been completed and approved for the following project: Permit Number: ELV1701-00233 Project Name: HILTON GA ,N R Site Location: 1975 Rahn Cliff Ct, EAGAN The Department of Labor and Industry is required to inspect and provide approvals on elevator related devices prior to allowing them to be placed into service. An Inspector from the Elevator Safety Section recently performed an inspection of the work performed under the permit listed at the site above. The alteration is in compliance with the Department rules for elevators. CONSTRUCTION CODES & LICENSING DIVISION Elevator Section Use BLUE or BLACK Ink 411 For Office Use - CItyof EaaaIi :::::. y f �53 3830 Pilot Knob Road t3d I Eagan MN 55122 Phone:(651)6754675 Date Received: Fax:(651)675-5694 i Staff: I 2017 COMMERCIAL BUILDING PERMIT APPLICATION cR2 (lid Date: LIl I cl/ l') Site Address: ) "� ') fj 2 c41111 ( 1 i /44 Tenant Name: A.1T on (Tenant is: New i Existing) Suite#: �—r- Former Tenant Name: 1 ?1 et',` Property Owner - ad Address/City/Zip:1 d3 1 trot. t 1/4,3 20e t >htir lb/0 < $2b 1 Applicant is: Owner Contractor Type of Work Description of work: j bo c v3 qk J c cc, hi co I Construction Cost: SZ Name: 115S RN i ► p s&s e- License#: C-16.rtic4(03 7 9 Contractor Address: )30 e5 s - Q 51.E ?o �4 +r City: &c Eco C »r►G;, State: 1V\T Zip: 5 a(41- Phone: (Q5 ) ' 7.1) qq 11 Contact:l. sJ2 incd RC owl.)Email: t et,4 'ZIcl s a,.,.r.� �;c SPS c 7 al : Col Name: 13 /-k Registration#: Architect/Engineer Address: City. State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that You submit are considered to be public Information inns of the information may be classified as non-public If you provide specificnsasons that would permit'the CRY lo 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.aopherstateonecall.ory 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. Applicants Printed Name Applicants Signature Page 1 of 3 .. / /-75— gq 11,c iiff'' Or DO NOT WRITE BELOW THIS LINE / -2f.X SUB TYPES ✓ Foundation ___ Public Facility Exterior Alteration Apartments _ Commercial/Industrial — Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility _ Miscellaneous Antennae WORK TYPES 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 3/1'O t . ' Occupancy g- Z MCES System AVA- Plan Review V~' Code Edition Zc/S,04f34 SAC Units (25% 100%_L) Zoning ,Cf• 7 City Water Census Code Stories Booster Pump #of Units D Square Feet PRV y #of Buildings i Length Fire Sprinklers Type of Construction V''A-- Width REQUIRED INSPECTIONS Footings New Building Deck Addition w Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control Framing 30 Minutes 1 Hour Steel Reinforcement Insulation Concrete Entrance Apron Sheetrock Other: Roof: Decking _insulation Ice&Water Final Meter Size: Siding:_Stucco Lath Stone Lath _Bricck_EFIS Electronic As-Built Plans Required Windows Fireplace: Rough In Air Test _Final Final/C.O.Required — Pool: Footings Air/Gas Tests ,Final V Final I N .O.Required Final C/O Inspection:Schedule Fire Marshal to be present: Yes v/ No Reviewed By: A/A- ,Planning New Business to Eagan: °`i a Reviewed By: &.1-2!'l° ,BuildingInspector pector FEES Water Quality Base Fee ek-re Storm Sewer Trunk Surcharge 1•ro Sewer Trunk Plan Review 57.53 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 TOTAL:17 /'/7.5-3 Page 2 of 3 �J Q tJ n Use BLUE or BLACK Ink ` C tl�L For Office Use�/ �� t ("A"( � Permit#: /`/. 7O Clty of�a�a� �°� Permit Fee: /0(9' ' 3830 Pilot Knob Road Eagan MN 55122 JUN0 8 2016 Date Received: e —"iC'I 7 Phone:(651)675-5675 Fax:(651)675-5694 Staff: 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: f Q (t( 11- Site Address: ( 11-s iIN(Aire- C4 url- -Rib-.(bCiAI'lfos `f t'`h Tenant: +1-116th Ciiiki 41 (AA Suite#: Property Owner Name: I V/ £tSa. Ivo PZrh 41 (rn) Phone: ti A�ww. .. m I I tkita-�-a T�, i-ice LLQ License#:`� Name: 4� atiteeti$ Contractor Address:`?112J)AVthpori di- 1\/>E, City: 81A1he State: MN Zip:&c/t(l9 i I i Phone: 612 221 TS' ' Email mefrof e//ihj•<<< 6h/tr1 Ca"-, New Replacement —Repair Rebuild —Modify Space Work in R.O.W. Type of Work — — ,�' / — Description of work: Yv Afev N��'er 114VAI COMMERCIAL New Construction _Modify Space _Irrigation System( yes I no)( RPZ I PVB) o • Rain sensors required on irrigation systems 1 Permit Type 4 • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) t Meters Call(651)675-5646 to verity that tests passed prior to picking up meter, Domestic:Size&Type Fire: 1 I Avg.GPM High demand devices? Yes No Flushometers Yes No COMMERCIAL FEES Contract Value$ 6---0- 6 O x.01 $60.00 Permit Fee Minimum ,` $60.00 PVB/RPZ Permit(includes State Surcharge) _$ r'7�V Permit Fee =$ 4.'2 ) Surcharge Surcharge=Contract Value x$0.0005 5 I If the project valuation is over$1 million, please call for Surcharge =$ l �� ' � TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit I Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordina s 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 p it; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of x_lri1V fA i x Applicant's 9rinted Name Applicant's Sig ure FOR Of FIC By: O - _raae,,_e Inspections: _UnderGround _Rough-in _ Gas TeFine PRV RRequired: Yes No m Meter -< a r •4 a a,+ ite ". , r Meter SizeRadio "' Ce: t{a3-, .'{ar- - St ' Page 1 of 3 -0,7,^';‘•:,1:0T'' •••• w„7---',.r 1,..,,,, ,..--','"Te4C,‘'-'-',E Iiivo.-4,'7"'--I,4t--:1 it '7 ..S''''' ' '''' ,.‘ I I "„*'4'...C.• :4r.. 1°'!,j',1;ttillil'.41•74Pitif4.4M:,:t ,V1i.:0:%"...:':.:,te::1';',X:1***,;'"';i4if:"...t1':'-'1.:;%g' r.' ,4'-''"t-f-t--,',.:g ,-..44.4,'''''''''*!:";' '''''4' L II AAU 1 le ,4,4 glAbK iiik .,,,,t • ,.,,,,,,,,,,-.:,..: 0,,,,,,..t.;.En-„,,,,,,. .i.,,,„. ,:. 4: --,-t- ,-,:; ,- 9'--' ._-, ,, ' ,....._ '' - ,,,, - ,' ' usa D._ if,.,::.:,..-:\'-‘ -7;-'4::frij.".1;i-ilir:';5,•;-„:Y::!lr;:-dir.,2;::;.: .,... ,.., :,-,5,,,,,:.:.!:••!ii,:,..--7:_„,:,1,_,,,, .,737,,,,f;,,...;'7, 7 -747.*7,;.,: ' ;777- ___-;;;;------i I, ' ' 1 I ' Poi/rill N. ,1 I t qe5 . Z City Of lii it , i_ _....„-- 3 . pai lit Poo' L -- _in , ......„).,,,..../. 3330 Pilot Knob Road i ' - 1 Ciotti fte . essitn MN 55122. , i ceived. 4 i Phone (651)673;36'75 RECEIVED 1 - • _ Fax (851)075,4694 . , ,. I Stuff. *- - „ 1 Jilt,.IJ 32017 i a.,,s- i ,,i; LICA 1 iljni 2017 COMMERCIAL BUILDING fiERmii AF 06-28-2017 1975 Flahncliff CT Eagan, MN Date; Site Aridress; Garden inn TonatIt Name: Hilton Gard (Tenant le: New t Existing) Stilts I: Fortner Tenant: ,.. . • .•, --,-- '''. ..- ' '•'" ' , . , - - 320-235-767 I Name: TPI Hospitality Phone: ---._ Property Owner Address/City/Zip. 103 15th Ave NW Suite g0Oi Willmar, MN i 56201 X Apicertt is: ,w, Owner . Contractor ---_ Interior Remodel Typo of Work Descriptiort of work: $ 500,000 _77 . Construction Cost: Name: TBD ./--k-' ..--, c„. ---tIIlf- 1'1 '-"Tii , * C License* 1 r '-' Address: 1k:;)/ ..e..,",'Silt -•-)014' ,:c1,.. City: • , Contractor State: .- ,,i- Zip: b'... f i ''t Phone: .'."' • - ,' „1/4„, „„ ,.., -- .**. •„-*..„ , I-% 1,1. 96'>.c,:,i- K''T f26)6.-'- •-•:-*--‘4)(:::).:.-.) .: 4,1s!te.' ' *4::?:: Contact: 1' ' - i A r e- Email: , . Cities Edge Architects , IName: Registration#: Address: 103 15th Ave NW Suite 300 City: Wilirriar Architect/Engineer State: MN Zit): 56201 Phone: 608-643-4100 Kevin Hanson kittiriSori @rtiiiiaker.Ooffi Contact Person: Email: ,,., Licarised plumber installing tlew sewer/water service: - hon. C: - -,- NOTE:Plans and supporting documents that you submit sire considered tr3 be Oilkiffi inif3irriatioti, iiiiiii8i3i 4 the itttemte . may be classitiOd as nottl)ublic II you provide specific MIS-Oita thee kiat:t14 Pemiii the City to c.0_41.0141.#1_t.h4t!ti,.0!*,!!!*Race sed-.010; -- , ,gAt,t, BEFORE yl;Iti 0(0.. Calf Gopher State One Call at(651)454.4)66i for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. l 1 ?-t, - t. - I hereby ick • ••- that this iriforrnatiort Is complete and accUrille; that the work will be in conformance with the ordinances and codes of the City of Eagan;that t • ("stand this Is not a permit,btit only art application kir - permit,and work is not to start without a ;),amilt,that the work will be in a... 'arc.with the approved plan litSie case of work vahl•h -•uires ri review and approval of plans. 4it :...„... .,.:', wiliV1011111'' Kevin Hanson , L„, Appilearit's Printed Name Apollo/trill ' •it ,Uri, 4111. .0„ J. ,Tt..:f,‘„,‘,A5.e(z._ --- .,_... ....., diiiii,........., . ,, ,, ,, i.,...1•,...iiiriov—Aor ("ate 1 of /9 7.S 411111C DO OT WRITE BELOW THIS LINE /4/5000 SUB TYPES t Foundation _ Public Facility _ Exterior Alteration-Apartments Commercial I Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae — WORK TYPES / 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 500/DGO.op Occupancy n- ' I MCES System / t/Plan Review I/ Code Edition 20/.5 mac_8G SAC Units O MA-n_. (25% 100% ") Zoning City Water Census Code Stories T Booster Pump #of Units /' Square Feet PRV #of Buildings / Length Fire Sprinklers Type of Construction V. A Width REQUIRED INSPECTIONS Footings_New Building Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control / Framing 30 Minutes 1 Hour Steel Reinforcement Insulation Concrete Entrance Apron Sheetrock ✓Other: fat `571,f//I17 Roof:_Decking _Insulation Ice&Water Final Meter Size: Siding: Stucco Lath Stone Lath _Brick_EFIS Electronic As-Built Plans Required Windows Fireplace: Rough In Air Test _Final /Final/C.O. Required Pool:_Footings _Air/Gas T-sts Final / Final I No C.O. Required ✓ Final C/O Inspection: chedule Fire ,.arshal to be present: Yes No Y Reviewed By: , Planning New Business to Eagan: lY Reviewed By: C Al (64 C4P+' , Building Inspector FEES Water Quality Base Fee 3,434.7c Storm Sewer Trunk Surcharge Z.50. an.&Sewer Trunk Plan Review Z.,Z at f.,89 Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: - 59 S3 . G Y Page 2 of 3 Craig Novaczyk /1/5C 00 From: Peggy Fleck Sent: Wednesday,August 02, 2017 6:52 AM To: Craig Novaczyk; Michael Grannes Subject: FW: Hilton Garden Inn - 1975 Rahncliff Ct Attachments: Hilton Garden Inn.pdf FYI From: SACProgram [mailto:SACProgram@metc.state.mn.us] Sent: Wednesday, August 02, 2017 6:47 AM To: Dale Schoeppner Cc: Peggy Fleck; Amy Griffin; khanson@ramaker.com Subject: SAC: Hilton Garden Inn - 1975 Rahncliff Ct We have reviewed the SAC determination application for the above project and location and have concluded a determination will not be required. It is the Councils understanding that the scope of work for this hotel lobby and bathroom remodel project will not be changing the use or size of chargeable spaces from those spaces previously charged in 10/1997.There will be no increase to room count.Therefore, a determination will not be required nor will SAC be due. Thanks, Cory McCullough SAC Technician I MCES Finance Cory.McCullough@metc.state.mn.us METROPOLITAN P. 651.602.11181 F. 651.602.1030 0 ° u c i 390 North Robert Street I St. Paul, MN 155101 I metrocouncil.orq Please visit our SAC website by clicking: www.metrocouncil.orcl/SACDroclram 1 �nFor Office Use I YlochEC,� / -/ l ��„„ i i •�• 0/2- �/ .S Permit#: l /41 �� ','_ E AGA N ermit Fee: Y.I.� . //,- 's li ' � , mug `' Staff: C C PILOT KNOB ROAD I EAGAN, MN 55122-1810 ecvd�� Y No (651) I (651)675-5675 I TDD:(651)454-8535 I FAX: (651)6 r- 3830 Payment Recvd: Yes No i ErvE I Email: buildinginspections(a�citvofeacian.com I Plans:_Electronic Paper I Plan Submittal: eplans(ftitvofeaaan-cam MAY 0 1 2019 J 2019 COMMERCIAL ifE=CHAtNmAk PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email, CD or flash drive Date: � drrTenant: / 7 ' Icliii !/‘. y'` 4 in Suite#: r Owner Name: 1V 1- t_.t`5 17 t i_a(, } Phone: 1 — 2 i t7 `/ 7 �5--- Address/City/Zip: 1'1 �2uvt rt.,l;� i/ C fi•` ��c1 4/ rt J'`?1t% ) ) i �" - Name: i i" 1 111(..4g) jrcr( \ '"1. v Lcense#: AvA Address: 7t'C >v r 1,7 C� L I v. 1J Or 11;�_ City: )'.4 c'-'t 7'/r'cr/1/K)... Contractor / State: i `11v Zip: )5 -3(i�'7 Phone: 1 Z'` -' fir' "- / 5-9 Cc Contact 17� c' 'law✓1`v�r`f: Email: Pat.) l�4-q ,,' "414-1✓rte. r'7L`•t (yl • <.�->. v) New )6 Replacement Additional Alteration Demolition Type of Work Description of work \L.I \.% QC ' i9()./ !1I ` ./c /_'� � 1 mac.C ,�� .--. NOTE Roof mounted and ground mounted mechanical equipment is required to;�be screened.by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. COMMERCIAL 0A6-1-1U0t 6CAI , U, New Construction Interior Improvement Permit Type Install Piping Processed Gas 7 Exterior HVAC Unit —y Under/Above ground Tank ()Install I,Remove) COMMERCIAL FEES fl $60.00 Permit Fee Minimum Contract Value$ ,i 1 )(-1� x.015 $75.00 Underground tank removal, includes State Surcharge =$ /''/ S D Permit Fee Surcharge=Contract Value x$0.0005 =$ yi/ S Surcharge If the project valuation is over$1 million,please call for Surcharge / /=$ /`-�'`7-/- 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.cityofeagan.com/subscribe. I hereby acknowledge that this information is complete and accurate; that the work will be in confon7e with the •inances 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 tQstart out a • rm' that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 7 f x f G J Applicant's Printed Name Appl s gn- ure FOR OFFICE USE - _. Required Inspections: Reviewed.By: Date:5r 1 )(f r • Underground Rou h In 1 g Air Test Gas Service Test In floor Heat Flnal HVAC Screening