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3015 Denmark Ave..?.;.., SITE ADDRESS 40 15 L2?"- Unit # permit #499?P ?P L ? s INSPECTIOH INSPECTOR OATE COMMENTS ? S e PQ/"I C!I L /'A? G G e y,, ? / G N 4 N C'ev 4 rc< < ? ?271 re=?nd 5? ?Mn ?y ti- 27 , 15 a ' - ? r?f??l • INSPECTION INSPECTOR DATE COMMENTS ?-` 7 - /1? cJ e- _ e f 9'/ -if ? s? L f . , r•? ?y : . f,Pn.ti ? ry? ? ?.?/9t 10 ? ! 4?'$'? I w?,C / S? rlor- l ? , /. .• o-?? - a r 3 cr%.?,. 42 r4 ,Zo D / Z? J ? • T c- ?' u s. i• , w 4 a ? ?•-• -? { , , -,, INSPECTION RECORD ` CITY OF EAGAN PERMIT TYPE: ?? ?? r?r, ? '. 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: ? (612) 681-4675 SITE ADDRESS: APPLICANT: .? ,ir Cir,,'??i r •1' . ii??i:l ! ? .:f? '; 1 I t.,.,,? t r7? ? ??nhll?r?? ? ?.t N'iFlt !Nt'??tVTtttAi ?+?i?tk ?}tR E:'ta) r?H??.1?t11 PERMIT SUBTYPE: TYPE 4F WORK: d tt???rKr•?rEA ?? `' il LAHt'? __ . ..:r.,. . , - . D. • D• ? RF MARKSi' ? & 6J PL kl{'t IF ? IL .- ? .?. Pormit No. Pertnk Hoider ? Date Telephone # ELECTRIC u6• *A, PLUMBING HVAC Inapection Date Insp. Comments FOOTINGS FOUND FRAMINQ ROOFING ROUGH P LUMBING 7-W PLBG AIH TEST ? 7 ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG I- FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DEQK FTG OECK FINAL CTION RECORD CITY OF EAGAN ?830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT TYPE: Permit Number: Date Issued: ' 'I SITE ADDRESS: . , , , . 1 i 141111 1; 1 ti 3A ! PERMIT SUBTYPE: I I i iNI ? i F IL TYPE OF WORK: , f?-o?Aec:?. , i t ? ? , : ? ,--> .--. , --' ?.-- - J , J APPLICANT: , . $1 111 ?'111 ; rli,i 1141 P fik # l A ! r' 1 y 1 I.wl 181.1 CGJ. 4 ? Partnk No. Permit Hotder Dete Telephone Y ELECTRIC c! $? c?(? °f q,??? !P .?l? 7 ?(,YJ3 PLUMBI G (( ?a 4<:2 HVAC Inspection ate Insp. Comments FOOTINGS I97 LL??° FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPLACE FIREPLACE AIR TEST FINAL PL.BG FINAL HTG ORSAT TEST BLDG FINAL ; J?1 l.C.1 BSMT R.I. BSMT FINAL DECK FTG DECK FINAL M e f?c,. ? M`f' ?. col Speed Message To From Subject Date 19 ? , ' , ? .. `: i i,? • ??? ?? ?• :?t-ti ?- ? - , f ,.? ? n n , + • •'?, /'-c` ? % -- n ? it Signed WllsonJonas ..aoc zawrt rn+.rFO M usw Carbonless a ? 1997 BUILDING PERMIT APPLICATION (COMMERCIAL „ CITY OF EAGAN 681-4675 -?31 SoS •31 Q'C) The foltowing are required with appropriate certficatlon for all now wnstruction: ? 2 each: architecwral plans; mecb. & elac. pWna; fire sprinkler plans; swdural plans; site plans; landseaping plans; gradingldreinagelerosion wntrol plan; utllity plan ? 1 each: set of spacifiptions; set of energy wlwlatlons; eledrical power 8 lighting fortn; Spedal Inspedions & Testing Schedub ? Letter Nom MCNVS (phone i1222-8423) indicating SAC determination ? Code analysis indiwqng: codes used; occupancy dessifications; setbacks; maximum allowable area ae per Buildfng and City Codea along wAh sq. ft. per floor, type of construdion (synopsis of consWGion componeMS) 8 any accupenq or area xparetion walls; occupancy loads; exit synopsfs wifh a dfagrem indiwUng exking loads from each rcom or area, Vavel paths 8 all reted cortidors; plumEing faturea; end parfcing. DATE: April lo, 1997 WORK TYPE: X NEW REMODEL DESCRIPTION OF WORK: 3 STORY F700D FRA14E CONSTRUCTIODT, E,XTEYDID STAY FACILITY CONSTRUCTION COST:S oOb'-"' "TENANT NAME: N/A SITE ADDRESS: 3015 D.F?Ii MARK AVINUE . ? -- - m. LOT 1-&-t6LOCK PROPERTY OWNER 1 SUBD. EAGAiVDALE CE2= INllUSTRIAL PARR id0.-9' iq P.I.D. # " "Name:•-gomestead 'villaQe, Inc. , _... . _._.v_ .,..,... ,,,,, ..._.. _.. . ?..--..__ _, Street Address: 1140 Fmpire Central nrive Cj(y; Dallas StBte: Teaas CONTRACTOR Company: T.B.D. Div, Zip: 75247 Phone #: Street Address: ' Zip: ARCHITECT/ COmpany: ArchiPlan International, Ltd. {-#IGINEER- Name: James E. sparesus Phone #: 847-619-9555 Registration #: 20823 Street Address: 955 N. P1um Grove Boad, suite E City: Scha'mburg State: I1liaois Sewer & water licensed plumber (only if installing sewer 8 water): Zip:60173-4784 I hereby acknowledge that I have read this application and state that the infortnadon is correct and agree to compy with all applicable State af Minnesota Statutes and City of Eagan Ordinances. immaw- /'Brad Brakhage,,, Phone # 214-689-1811 ' BUILDING PERMIT TYPE ? 01 Foundation 91 18 Comm./Ind. WORK TYPE 4q 31 New ? 32 Addition GENERAL INFORMATION Const. -(Actual) (Allawable) -UBC Occupancy • Zoning "# of Stories Length . Npth. .... . litrr; V 1 ?? -R-1 PiTD `3 286'-3" 1301_8- OFFICE USE ONLY ? 19 Comm./Ind. Misc. a 21 Miscellaneous 0 20 Public Facility ? 33 Alterations o 35 Tenant Finish ? 34 Repair ? 37 Demolition Basement sq. ft: First Fioor sq. ft. - -Second sq.ft: 'Ttv.r.d sq. ft. . sq: ft. sq. ft. 5" Footprint sq. ft. -APPROVALS - _ .-----.------ . , ? :. _. Planning t,- , Building ` :_. Permit Fee N/A MC/WS System ? - 20,571 City Water , ? 20,567._, ._:_ _ Fire Sprinklered;C- - .-? - . . 20.422 ., Census Code =-. 213 SAC Code o T , Census Bldg. _L ? Census Unit / . Engineering . Variance _ _ .._. . ._.. =,?. _. Surcharge i, 461?• ,76 ? - •Plan Review 8 7 06. -- MCNVS SAC YSo 44- S?a ...'CitySAC o0 ?/x /oa Water Conn. S/W Permft S/W Surcharge - Treatment PI. Park Ded. Trails Ded. Water Qual. / Other Copies Total: 7/*, y2o Valuation: $ J? . . .. . . . ? ?f t Z ?j 'r1 t0 ?° / °k SAC , SAC Units ? Meter Size PERMIT 'CITY OF EAGAN y\ 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMITTYPE: Permit Number: Bur?oiN? 030072 Date Issued: 0 7/ 3 0/ 9 7 SITE ADDRESS: 3015 DENMARK AVE LOT: 1 BLOCK: 1 EAGANDALE CENTER INDUSTRTflL PARK #14 P.I.N.: 10-22513-010-01 DESCRIPTION: _3 (HOMESTEAD Building"-R"ermit Type ,Build3ng= Wa?-k? TYPe UBG 06cupan_c?t, Constructinn Ty Zaning ? B,wildi.ng? 4.en 9t h.,; °f`? Buil,di.,atg Width - " _ :s^ H?i9"-'s:tqr3.e's' i 'St9:uda?e F?et?3'`'.=. Cenrii?*G6de VILLAGE) COMM./IND. NEW R-1 V 1-HR PUD 286 131 3 20,571 213 HOTEL/MOTEL r o:?'?\''?, ?1 1 _0_.1 :i'?..L.. a•d? 3 Ll 3' x d: 9C'a REMARKS: S & W PLBR - FEE SUMMARY: VALUATIQN Base Fee Plan Review Surcharge Total Fee $13,394.25 $8,706.26 $1,404.80 $23,505.31 $4,048,000 CONTRACTOR: OWNER: _ Applicant - HOMESTEAD VILLAGE INC y? 1140 EMPIRE CENTRAL DR DALLAS TX 75297 (214)689-1811 I heretiy;acknowledge 'thaCj krave r"ea=d'tHis'?dp-pl'3:c6'tid°n'and state °th?aC"t"infiai'mat,i?qn is„co.r,rect.and..ag?-ee .t•o_e.R,mP?Y ;?9_?th.?p11 .+Pp?.;ic.aGt?.e 3tat? 0f ?In.? - ? Statutes and City of Eeg?an Ordx;nan,ces. T z, a P ?. kv/1 ?h? ' APPLICANTlP'RMITE IGNATURE ISSUED BY: SIGNATUR r i Ty nf" f._f-iGAt, Cf-lf1'tl.'::fi:Pt,=, `.i 1EFiMIP1Al.. N(:?H 61 DAT.c--;; _•r ,.??.J rr-,/..,/.:ar-, l":'fil-: W..?_,?.??y„?a?. .._,._? 1De NAiM EI;(7t1E:;i'L:!-tD VrrLLAGL 7ND 'li?.I.f.} 900:i. 300 DcN11Pd;1; FlV 5.X394 .c'S 3422 9001 ':;t):i':a irENM(`,R:; FlV 81706,.26 r'..05 3001 300 DEAiMAd,IF{ A'J W04.80 ?nk,i7. RE•C•r.,jpl: i":5u7t:nF,:^, c_5.,?,`'i0=i..:i:i CFi f.j i 9$ 7.7' U:3F1=' .[f;;, NANf-.;' :;1X?<'k ?/<Y,!Y,:W.'k•Y??'.1,<w?;.?l;nh"? niXY<.:dCW}k)kX:?.?n ?:ri;:k"'r.:kl,<74;?° ?::Y.!( 1997 BUILDING PERMIT APPLICATION (COMMERCIAL)`?/o? ?j?`?? ?/ ? CITY OF EAGAN iq 681-4675 MU'6d 4-"T ? The following are raquired with apprapriate certifiwtion for ell pm construction: ? 2 each: architectural plans; mech. & elec. plans; fire sprinkler plans; sWdurel plans; sde plans; landscaping plans; gredingldrainage/erosion control plan; uhlity plan . 1 each: set of specfiwtions; set of enargy calcuiations; electncai power 8 Ighting Porm; Spedal Inspections & Testing Schedule . Letter from MCfWS (phone #222-8423) indicating SAC detertnination ? Code analysis indiwting: codes used; occupancy dassifications; cet6acks; maximum allowable area as per Building and City Codas along with sq. ft. per Hoor; type of construdion (synopsis of wnstruction components) 8 any occupancy or area saparetion wails; occupancy loads; exit synopsis with a diagram intlicating exiting loads from each room or aiea, travel paths 8 all rated cortidors; piumbing fatures; and parking. DATE: April in, 1997 ? PE: ° NEW _ REMODEL /?aMrtSftAd lttAyL DESCRIPTION OF WORK: 3 ST02Y 1400D FRAfIE CO STItt7C?-?(k?I,?'?T ?'UDED STAY FACILITY CONSTRUCTION COST:0 L0, Ij () ° TENANT NAME: N/A SITE ADDRESS: 3015 DINIiARK E1VEN[7E .,?., .n. LOT 1-'?-?BLOCK 1 SUBD. EAGANDAI,S CFSITB:Z P.I.D. # INUUSTRIAL PAkK id0.-9' Brad Bra'?chage 1 PROPERTY Name: Homestead Village, Inc. PhOne #? 214-68 -1811 OWNER ?* ^•s, Street Address: 1140 Empire Central Drive z Cjty; Dallas State: Texas Zjp; 75247 CONTRACTOR Company: mmt k1Ga Phone #: ?Sg" ?759! StreetAddress: U09 ??? City:41n nonlanQi,U Zip: ARCHITECTI ComPanY: Archiplan International, Ltd. phOne #: 847-619-9555 ENGINEER- Name: James E. Spazesus Registration #: z0823 Street Address: 955 N. Plwa Grove Road, Suite E Clty: Schaumburg State: Illinois Zjp;60173-4784 Sewer & water licensed plumber (only if installing sewer & water): I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: Pr.'rrtr. Dar?ti OFFICE USE ONLY BUILDING PERMIT NPE ? 01 Foundation 18 Comm./Ind. WORK TYPE [a 31 New ? 32 Addition GENERAL INFORMATION ? 19 Comm./lnd. Misc. ? 20 Public Facility / ?C?nG?I?/I??o•, Va /? ? 33 Alterations ? 34 Repair Const. (Actual) 1/ ! I=%Z Basement sq . ft. (Allowable) v/. ;? Y First Floor sq . ft. UBC Occupancy R-1 Second sq. ft. Zoning PUD Third sq. ft. # of Stories 3 sq. ft. Length 286'-3" sq. ft. Depth 1301_8.5" Footprint sq. ft. APPROVALS Planning Building ,,. ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition N/A MC/WS System ? 20,571 City Water 20,567 Fire Sprinklered -- ? 20,422 Census Code SAC Code Census Bldg. ?? , Census Unit C? Engineering Variance PermitFee lbaas Valuation: Surcharge S • dU Plan Review - - MC/WS SAC YSo City SAC /p o Water Conn. 5/W Permit ? S/W Surcharge - Treatment PI. ? 20 LI2 0 Park Ded. l/ ssa, jo Trails Ded. 3.2 Water Qual. Other S?0°?? (ah??c?: f SPc u?; t?. Copies Total: % SAC C) SAC Units Meter Size $ o ?o 4 . PEIZMIT CITY OF EAGAN ? 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMITTYPE: guzLozrdc Permit Number: 0 2 9 9 5 6 Date Issued: 0,E/10g/q 7 SITE ADDRESS: se?? DEramARi; Avt: r? 1„.OT: 1 6LOCK: 1 EAGflNCIALC CCIVTrR TNDU£;T"RIAL PARi< #14 DESCRIPTION: (ExrENos o srAv AMER) - rmi? Typa FOUIVDAl"IOtJ r? Type NE4J G?? ?? 1 ?o ?t?_ `}' aJ?p<? V 1- H R F u ll 28 Ei 131 3 ,? - 20 a 571 G213 IiOTEL?"MOTEL ;W?"k? ? ?':? !?wA 3'yt i?P a i? xi.`"' .m REMARKS: s C", i.a ?1- B P - FEE SUMMARY: VAi.uArxotv 13ace Feo 5urcharge 5AC q/J FM1 C 4 SRC UniCs SubtioL"wl $16?.25 $5.00 $67,A5v7.00 100 71 RG7,617.26 $10 1000 CITY 5FlC S & W PERniTT 3 & W SURCHARGE 7REATMENT PLRNI pRRK C1C:DTCfdTIO1V TftASL DED7CtiT10PI LAPdDSCAPL: GUAR 1otal tee $%,ie0.00 $10@.m0 $.5o $z9,8ze,.w0 $11,958.40 y:3,283.56 ?5.,a00.00 $124,884•71 CONTRACTOR: OWNER: - App7.icant - TWEIS GUSLDE1<S INC 28589999 HOMESTEAI] VIL1.AGE INC i15009 34TH r1VE S 1110 EMPTRE CEN7RAL DR P97'NNEAPOI.TS MN 55425 DALL45 TX 75247 ' (214)689--1811 x r°?;,by ??I?nro1i?3?w?? 6't?e °,?¢r}tt o'ri1yr€a.h'?x? n- ' ' Yb.fl?S.atV? ??{?_. ?R?.l..YLI ?1?saSY?-I'ip tY??.l?{'^!Y'N'FB?'+nr i 'P`{L - 5 ? I S ? ... ... ? .9 ,-..?......,.'P. _....?Y ._, cs x?...._, t....i, r es'Gb? 4...w ...t . _ a _ .......`.Sf.r= APPLICANTlPERMITEE SIGNATURE ISSUED B NAT RE r.Irv oF FAr;AN CASH]:LRe S TEf;MINAL NO: 32 L7A7Ec 06l09/97 'iIME: 1.4:27r37 ID^ NAMF: HOMF.STEAD VII_I_AGE INC P.P56 9001 3015 DENMARt; AV 1049470.50 To1:aY Recea.pi: Amount: 104a4"t0,,.°;0 CRL) i 508 J USE.R :[Ds NANCY CT1'Y t11= i_ArAN. !:ASH:I:E.F:c 5 tE:RMLN?tI... NI1. 32 DR'1'E: 06/09/97 l"IML. 14a28:;1.9 10 NAMEa HOMES7f.•:ASl VTLI..AGF 1NIC 2256 90171 ;3f.11.`; I)I:::NMAI:F: 41V 1.5,414.21 225 i 9001 300 DE..NMARk. AV `i 0oo., 0a rc,t,l itiece;.p+, Ainnumt: 2i7vhi4.i?i C;RO i .°iC1F3P lJSE:fi 1:DN NANCY ? - ? CITY USE ONLY L ? BL ? RECEIPT #: SUBD. 1 . e?lri0 • l?. ??? DATE: ? ' 19919 MECHANICAL PERMIT (COMMERCIAL) • CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681 -4675 '7M3- 7??97 Please compiete for: ? all commercial/industrial buildings. ? multi-family buildings when separate permits are = required for each dwelling unit. ^vAi'L. COIdTf2ACiT1 PRICirC. ? ?//? ?W • `X, - •`J WORK TYPE: -)?- NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: //076L FEES: ?$25.00 minimum fee Q[ 7'Ya of contract price, whichever is greater. • Processed piping - $25.00 • State suroharge of $.50 per $1,000 of permit fee due on all permits. CONTRACT PRICE x 1% ID? • ? PROCESSED PIPING STATE SURCHARGE TOTAL -?-s.?- I. D0 c7 l0?-/ SiTc AC3GREJj: ? ?I S D5,41/0401< AV6' l AI6 5 7E.40 OWNER NAME: TENANT NAME: (IMPROVEMENTS ONLY) TELEPHONE #: INSTALLER: ROU5E.449WAIZIrA-, -7-,VG. ADDRESS: 2alL /??"b.4 &E i1I CITY: A/all MDpg? STATE: 4W ZIP:?L' '21 , PHONE #: 5-1 -? - SIGNATURE: GNATUR OF PERMITTEE CITY INSPECTOR SUBD riIX •?+/-K. BL (f /? IfI7 RECEIPTif: 7 S_52-y RECEIPTDATE: 4d3 'r[7 1997 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KN08 RD EAGAN, MN 55122 (612) 681-4675 Please compkte for: . all commereiaVndustrial buildings. • muki-famlly buildinga when aeparate permits ere W required for each dwelling unil. • Cadcfiow praventer to be installed in commercial aroas or residential 6oubverOs DATE: WORKTYPE: )c NOwConst. _ AOdAn _ Repair DESCRIPTION OF WORK: IS WATER METER REDUIRED7 (yYes _ No. ARE FI,USHOMETERS TO BE INSTALLED7 _ Yes x Na UNDERGROUND SPRINKLER SYSTEM INSTALLING METER`Yes _ No. NEW SERVICE? _ Yes _ No WATER FLOW: GPM. Pressure Reducing Varve may be required H installing new service - contact City's Engineering Depertment at 881-4846. wAILURE TO PROVIDE THE ABOVE INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE FEES Mlnimum fee oi $25.00 oi 1°,b of oontrect price, whichever is greater. Minimum State Surcharge of $.50 due on all permits. 3 DD D D? B? CONTRACT PRICE: $ . x t % = $ COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM ? BACKFLOW PREVENT ER FEE $ 25.00= $ WATER PERMIT (new service onty) 50.00 = T WAC (new service only - per connactfon) 780.00 = $ WATER TREATMENT (new service anly - per eonnection) ? 420.00 = $ CITY INSTALLEO TAP 300.00 ? $ METER: 7" = E785.00 , 2" TURBO = $846.00 = $ 3 bb 0 • PERMIT FEE $ po FIGURE SURCXAR6E AT 60 CENTS FOR EVERY {1,000 OF PERMR FEE DUE STATE SURCHARGE E TOTAL a 3 b o/• Sb I hereby edcnowledge thet I have read this applicetion, state that the inPormatan is coirecl, end apree to comply with all epplicable City M Eegan ordinances. ft Is the applipnYs responsibiliry to notiy the property oxmer that the City of Eagan assumes no liabilily for arry damages caused by the Ciry during its nortnal operational end meiMenance a itiee to the faulkles construcled under thia permil wkhin City propertylripht-of-way/easement. SITE ADDRESS: D ! ? nmp"I-( . TEwwT wunE: 6 esf" C,?IZ6s sM. o: OWNER NAME: ?e 7S C D NSTiv u e 75-o INSTALLER NAME: ? ??0/C ll-/fti /? `-'rELEPHONE S: D ?J? STREETADDRESS: er CITY: // Hr/_7j r ls "PU U C STATE: /! ZIP: ???? 6 `91 APP ANT' SIGNATURE ocsice use oNLr • rtevense ?oe OFFICE USE ONLY OFFICE USE ONLY PLUMBING PERMIT (COMMERCIAL) METER SIZE PBY _ Yes _ No Domestic Irrigation UTILITY CONNECTION tAPPLiFC Tn NEW SERVICE e%ui vi $ REVIEWED BY ? s 1461le Building Inspector To determine meter slzo 7 ,2 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. Check PIMS Screen 320 for anuroval of inspection results. No meter will be sold before all sewer and water inspections are complete on a aew service. If new service lines are not required, one check may be written for meter and permit costs. Write meter rype 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. The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Public Works Department may be reached at 681-4300 for water tum-on. if ineter is over 5/8, call Public Works and let them know so they can tell you ff they have one in stock before plumber goes over there. / OFFICE USE ONLY L -?ga Bl RECEIPTM: O O?/S SUBD. (P Q). RECEIPT DATE: ? I 9 1997 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KN08 RD EAGAN, MN 55122 (612) 687-4675 Pbase aomplete tor: • all commerciaVindustrial bulldings. . multi-family builtlings when separate permits are IIQj required for each dwelling unR. J • backflow reventer to be inatalbd in commercial areas or rosidendat 6aulavaMs DATE: /WORK TYPE: _ New Conat. ?( - AddAn _ Repair DESCRIPTION OF WORK: IS WATER METER REOUIRED7 /L Yes _ No. ARE FLUSHOMETERS TO BE INSTALLED? _ Yes /3 No ( T / R ? UNDERGROUND INSTALLING METER? Ves No. NEW SERVICE? Yes SYSTEM No WATER FLOW: ??GPM. Pressure Reducing Val may be required if installing new service - eontad City's Engineenng Department et 6611648. FAILURE TO PROVIDE THE ABOVE INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE FEE& Minimum fee of $25.00 or 1°k ot coMract price, whichever is greater. Mtnimum Stete Surcharge of $.50 due on all permita. CONTRACTPRICE: $ z 1°h = E COMPLETE 7HIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM LEF 5 BACKFLOW PREVENTER FEE $ 25.00 = $ e??7 WATER PERMIT (new service only) 50.00 = $ WAC (new service only - per wnnection) 780.00 = $ WATER TREATMENT (new service only - per connection) 420.00 = S CITY INSTALLED TAP " " 300.00 = S o METER: 1 = $785.00 , 2 TURBO = b846.00 = S PERMIT FEE $ .? a flGURE SURCMARGE AT 60 CENTS FOR EVERY $1,000 OF PERMiT FEE DUE STATE SURCHARGE $ ??/ - TOTAL oo S 1/ ' -?l/99h? 1.1 a : I hereby adcnowledge that I have read this epplicadon, state that tha infomiation is cortect, end agree to compy wtth ell applicable City of Eagen ordinanees. M is the appiicanPs responsibility to notiry the property owner that the Cily of Eagan assumes no iiabilky for any damagea pused by the Cily during its rrortnal operational and maintenance a?y?(vtt?ieis to the faailk?'gJs? construeted under thia pe d within City propertylrigM-of-wayleasemeM. SREADDRESS: ? V? ? . //L?i'??/?/ ? - TEN,NT NAME: l?i?? S Ca.? s 7'- 5TE..: OWNER NAME: S I iNSTALLERNAME: TELEPHONE STREETADDRESS: CITY: STATE:?? ZIP: , PLI NTS SIGNATURE ocwce use oNLr • FtEVEnse moe OFFICE USE ONLY PLUMBING PERMIT (COMMERCIAL) METER SIZE ? ?i Domestic t/ Irtigation / p$Y _ Yes _ No $ Building Inspector Date • See rf 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. Consuk with Plumbing Inspector if Licensed Plumber does not know GPMs. Before selHna meter Check PIMS Screen 320 for aooroval of inspection resutts. No meter wili 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 wsts. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forvvard copy to Utility Billing Clerk. Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utiliry Billing Clerk. Miscallaneous IMormatian The installer is to contact Building Inspections at 681-4675 for inspeCtion of the inside water line and backflow preventer. The Public Works Department may be reached at 681-4300 for water tum-nn. If ineter is over 5/8, call Public Works and let them know so they can tell you if they have one in stock before plumber goes over there. 1i ' ?IdtV oF ectgan THOMASEGAN Mayor May 19, 1997 LEIGH ANN BLACKLOCK ARCHIPLAN INTERNATINOAL LTD 955 N PLUM GROVE RD SUITE E SCHAUMBURG IL 60173 RE: HOMESTEAD VILLAGE 3015 DENMARK AVE Deaz Ms. Blacklock: PATRICIA AWADA BEA BLOM9UIST SANDRA A. MASIN THEODORE WACHTER Council Members THOMAS HEDGES QN Adminisirator E. J. VAN OVERBEKE Qty Clerk 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 repor[. It is our goal that this review will help you in complying with ttte applicable codes and we aze, therefore, requesting that the following items be addressed: Verify that the fire hydrant location on Sheet ASI01 is consistent with Sheet C601. 2. In lieu of access panels for the tub traps, we will accept solid glued connections. 3. Please verify that smoke detectors will be installed in Rooms 286A, 286F, and 286D - U.B.C. 310.9.1.4. 4. MN. 3tate Building Code Section 1103.1.2.93 requires in addition to the accessible guest rooms, rooms for persons with hearing impairments shall be provided. 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." This building would require five such rooms. 5. Please review MN. State Building Code Section 1307.0055 which addresses elevator hoist way venting. 6. The greatest horizontal dimension of the draft-stopping in the attic shall not exceed 100 feet. U.B.C. Section 7093.1.2.2. Revise as needed. MUNICIPAL CFNTER 3830 PILOT KNOB ROAD EAGAN. MINNESO7A 551 2 2-1 897 PHONE. (612) 681-4600 FAX. (612) 681 -4612 iDD (612) 4$d-B535 iHE LONE OAK TREE THE SVMBOL OF STRENGTH AND GR04VTH IN OUR COMMUNITV Equal OppOrtunrty/Affirmotive ACtion EmpIOVPr MAIMENANCE fACILIN 350I COACHMAN POINi EAG/+N MINNESOTA 55122 PHONE (612) 581-4300 FAx (612) 681-4360 TDD (612) 454-8535 7. A changing table with different height should be pmvided for accessibility in the guest laundry room. 8. MN. State Building Code requires an R-10 minunum for foundations. Revise as needed. 9. Verify that the fire-stopping material installed provides the F&T protection as required in U.B.C. 710.2 and 710.3. 10. U.B.C. Appendix Section 1208.3 requires an impact insulation class of 50 for the floor- ceiling assemblies. If field tested, 45 is acceptable. Detail 3/A411 indicates a tested assembly with an IIC of 45. If it is your intent to field test this assembly, please provide the results to us prior to pursuing a Certificate of Occupancy. 11. Verify that the entrance doors indicated on 13/A601 meet U.B.C. Section 1208.2 which requires a laboratory-tested S.T.C. rating of not less than 26. 12. The cleazances from the bottom of the single fire doors to the floor should not exceed 3/8". See U.B.C. Standazd 7-1, Section 7.206.6. 13. Provide floor level exit signs as needed according to U.B.C. Standazd 7-2, Section 7.206.6. 14. As indicated in our correspondence of 5/6/97, we aze requesting a revision of the first floor elevator lobby. 15. Provide an exit diagram indicating travel path distances and exit widths. 16. Verify that the decibel readings for the fire alazrn system will be designed as required in U.B.C. Section 310.10. 17. A fmal report from the special inspector must be provided prior to issuance of the Certificate of Occupancy. If I can answer any questions or concerns you may have, please feel free to contact me at (612) 681-4699. Thank you. Sincerely, V)? Dale Schoeppner / IC' SeniorInspector DS/js CC: City of Eagan Building Inspectors 1S/Dale S/3015 Oenmerk Ave BIkI p ,?-IB Contract No: GGQCU1W?tC ?ft' IY(CM Project No: ? Submittal Date: ? sity oF czagan CITY OF EAGAN SgSJER 6WATER PERMIT RELEASE FORM PROJECI DESCRIPTION: Substantial Completion of Sever & Water . Date of Occurzence STEP I* PERMISSION TO HOOK UP SANITARY SEWER WATER MAIN _ Lines I.amped and Aeceptable _ Propezly Chlorinated b Flushed _ Deflection iiandrel Test Passed _ Entire System Pressurs Testad _ Hanhole Structures Properly _ Entire System Conduetivity Tested Constzucted (cstg. & cover, xings, _ All Valve Boxes Accnsaible, cone, 1 ft, sections, fiaal rim atraight 6 keynd setting, 6 build and invert) _ All Valves Opened os Closed as Approp. _ Infiltration Test _ Bacteria test completed SERVICES _ All Wye Locations confirmed _ All Curb Boxes Expased, Set to Proper Grade 6 Hazked w/Fence Post Required Service/ ?Risers Tele ised COMMENT'S' ,f1sTs1-, STEP II: FULL USE PERMIT (OCCUPANCY) _ Lines Lamped b Acreptable _ CS Structures Properly Constructed (cstg & covez, sings, 1 ft. section, invert, final cstg. setting S build, DL-DR corsectly set rings b cstg. set in full bed of mortar) _ Aprons, Dissipators & Rip Rap properly installed COMMENTS: RECOMMENDATION: I herein verify that the tests and inspections indicated above have been successfully completed. Any deviations or exceptions are described in my comments. With this considered I reaommend that pezmission to hook up or permission for occupancy be granted as appropriate to the above indications. Signed Project Ix} etor Confirmed by: Public Aorks epartment ltaterial Tests Checked & Passed (Conc. compressive strength & Air Conteat, Bitum. Extact & gradation: gravel bese gradation). _ Utility Structures & Lines Clear & Free of Debris 6 Cravel (Gate Valves keyed) GTP5.IS3NPERM.FM ¦ ' 02/16/98 archiplan international, itd, ARCHITECTURE • PLANNING • INTERIOR DESIGN City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 Atln: Dale Schoeppner Senior Building Inspector RE: Homestead Village Eagan, MN Project No. 97099 Dear W. Schceppner, Cfr- ?- As a follow-up ro our fum's comersation wiUh you on 2/2198, we have sent to you a copy of Uie proposed soffit vent locaUons for the above-mentioned projec[. These IocaUons were based on the lates[ criteria provided by the municipality as currenUy acceptable soffit venting. This curcent alteiation to the roof venting previousty expressed by the municipality as acceptable was necessary due to [he infornia6ion received at our office by way of field observation that the snow and ice build-up at the edge of the roof and in the gutters was attribudng to blocking air movement in the attic space and with the mel[ing process, was crea6ing water flow back into the soffit and down the extemal walls from the current fascia vents. Per input received on 2/2/98, we have placed the 18" x 16" soffit vents no closer tlian 5'-0" horizon[ally away from windows at Uie top floor. As shown on the documents, it is anticipated tha[ the tolal free air required a[ the soffit azea is a mitwnum of 50° of tlie tolal roof ventilation required. Due to the 5'-0" horizontal requirement requested by the municipaliry it was not possible [o achieve an even spacing of the vents throughou[ the soffit area to obtain even air flow throughout the attic space as would be desired and normally achieved by our firm If further assistance or information is needed please contact our office at your convenience. JES/jll 955 n. plum grove rd. sude e, schpumburg, illinois 60173 (847) 619-9555 fax ti (847) 619-1440 11 ' ?IdtV oF eagan (L/ THOMAS EGAN Moyor May 19, 1997 LEIGH ANN BLACKLOCK ARCHIPLAN INTERNATINOAL LTD 955 N PLUM GROVE RD SUITE E SCHAUMBURG IL 60173 RE: HOMESTEAD VILLAGE 3015 DENMARK AVE Deaz Ms. Blacklock: PATRICIA AWADA BEA BLOM6IUIST SANDRA A. MASIN THEODORE WACHTER Council Members iHOMAS HEDGES City Admmisirator E. J. VAN OVERBEKE Ciry Clerk 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 eachaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes and we aze, therefore, requesting that the following items be addressed: 1. Verify that the fire hydrant location on Sheet AS 101 is consistent with Sheet C601. 2. In lieu of access panels for the tub traps, we will accept solid glued connections. 3. Please verify that smoke detectors will be installed in Rooms 286A, 286F, and 286D - U.B.C. 310.9.1.4. 4. MN. 5tate Building Code Section 1103.1.2.9.3 requires in addition to the accessible guest rooms, rooms for persons with hearing impairments shall be provided. 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." This building would require five such rooms. 5. Please review MN. State Building Code Section 1307.0055 which addresses elevator hoist way venting. 6. The greatest horizontal d'unension of the draft-stopping in the attic shall not exceed 100 feet. U.B.C. Section 7093.12.2. Revise as needed. MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESC?A 55722-1897 PHONE (612)681-4600 FAX (612) 681-4612 iDD (612)454-8535 THE LONE OAK TREE THE SVMBOL OF STRENGiH AND GROWTH IN OUR COMMUNITV Equal Opportunity/Affirmative Action Employer MAINiENANCE FACILIN 3501 COACFIMAN POWT :AGAN. MINNESOTA 55122 PHONE (612) 681-4300 FAX(612) 681-4360 (DD (612) 4$4-8535 7. A changing table with different height should be provided for accessibility in the guest laundry room. 8. MN. State Building Code requires an R-10 minimum for foundations. Revise as needed. 9. Verify that the fire-stopping material installed provides the F&T protection as required in U.B.C. 710.2 and 7103. 10. U.B.C. Appendix Section 1208.3 requires an impact insulation class of 50 for the floor- ceiling assemblies. If field tested, 45 is acceptable. Detail 3/A411 indicates a tested assembly with an IIC of 45. If it is your intent to field test this assembly, please provide the resuits to us prior to pursuing a Certificate of Occupancy. 11. Verify that the entrance doors indicated on 13/A601 meet U.B.C. Section 1208.2 which requires a laboratory-tested S.T.C. rating of not less than 26. 12. The clearances from the bottom of the single fire doors to the floor should not exceed 3/8". See U.B.C. Standard 7-1, Section 7.206.6. 13. Provide floor level exit signs as needed according to U.B.C. Standard 7-2, Section 7.206.6. 14. As indicated in our correspondence of 5/6/97, we aze requesting a revision of the first floor elevator lobby. 15. Provide an exit diagram indicating travel path distances and exit widths. 16. Verify that the decibel readings for the fire alazm system will be designed as required in U.B.C. Section 310.10. 17. A final report from the special inspector must be provided prior to issuance of the Certificate of Occupancy. If I can answer any questions or concerns you may have, please feel free to contact me at (612) 681-4699. Thank you. Sincerely, ?? A )JI-0 Dale Schoeppner Senior Inspector D5/js CC: City of Eagan Building Inspectors 1S/Dale S/3015 Denmark Ave 16-31-1907 3:2bPM FRUM 11RGaIPLAW a47r.19144t ? ?' . ? ? a? ? Z?l ? .:.i :8rr3?6 - .? . ? . J Al.e 1 -w.--. - - .?v?rk'TMaT ?- S?I,r/G ? < t A?'? v ? NIQ ?.?.....?'?-+ o?y f? wws Prmss a ." Ser*- ?ise... aa.arwyc, ? 4oc? r,t?., - uw?r SAias ?4kB' ?N PfMrClf. ? l.,ov?o Garr A- - ?c s-. R 04-16-1997 08:03RM FROM LBR NEW MEX1C0, INC. TO 1847619144071501 P.02 MINNESOrTA ENFRC3Y COD$ TriERMAL ENVELOPE PACKET i ? ? i? i - Mdt&Fmxtly {3 =or kss) . $}(TEkIpR.F,NVi1,OPE O-VALUES ?? ApogMJr?. Homesl`ea?/ V?llaye ?1r9•68q.??rr ?4,10 •97 'tli: ?'?yZ??,?,som? SmWM1k01C0 Of: rwwov'wWadc9lP ?. ?? ..? ? evwxWAdMM iI¢o EmpMe C.a?+f'ml ?r. /as T x_ 5 ?4 BmWft Addr7r. ?Ougay tsWta?qrtaw.wc.+?r= ?9?PI?i?.OQ• ? °????s'? QP9i03OO/Omdbf?I?wo wmd°?vmdd°°rt7q1°ea R l l W 'o°M°m°,Aa?. ???R?? m? ??et iM4I-00EM1?bIPpCOft Eoyo.-s MN. 97009 ? uao e ° apd ' va o? wtl tvol' d6 . ci?a. i4zai -F?: u .,- 'U- eluex' Ce?c?lRpoY{1'om1 FTaming aod lnsuhtiw Aru) O Z. a. 03 12. Ceite?glRoof (T Fraaing Law Are+) S Taaats Avewge U-Valae: 0 Beq?eted U-Valoe 6om Asscm m zp z z .Y,: ? O.OS ? O.U26 :.:;:?}-vatu?;: ??? Z• 6!0 ?9 ?' ? E ? ? . 5.30. '!Z Wau (sad =d lroula»d Gvitr) 6. 498 . ari ' 8z.6" Yi+all InauWed Gvity) Fieeg+bmWaEt Rim ]oua 1Y 510 4.47 ZO aewe anda Fomdsdan wau Fo mdo" Othx d? tJ-Value: ?Cs : 1 lto$ ?p O, 4-0 z945' _?i? x40? [tsquirad [f.Vt1W tFout &oecgy Code: ?Laoe 1 -19o?h .l - - Satih-O.I4i 0?4le.l? E-OPP' fZiOCEDT1Rt: ?f t? is ?esur doao ??, or? ie g?ler iAtn?. reviae the ?siga ss aaessmy to a+eet amcMpe otitetis of tLe Cade. lf tlrc OWaI of ? a? ia leu t{ue x eqml m tbe mnl ef ?+ ?, Wm d?s ' meats Code. faooatt+mr, ,ocmflww? mremYV.vaasa+erouaao.ibewal v-valuaT.bft CUarrieoeqA§uen eem?.tl.uocrraom P lf-valoela akyllg4t aee srisGew wwe be dtlvw'sed ty !M lJationdFca=Wtan IMft CmaO S=dmd 70041 ae ASHtAE 1993 tsmaboek ofEtl ..wli. G'?par27, Tak S. 3 Feoft dapbsene a drlioad is UI'mreta8m'ft CeA4 Ar+ 7305.ld00. 7t ?m TOTAL P.02 ? Metropolitan Council Working for the 13egion, P(anning for the Future Environmental Services Apri121, 1997 Joe Voels Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan Council Environmental Services Division has determined SAC for the Homestead Village to be located at 3015 Denmazk Ave. within the City of Eagan. This project should be charged 71 SAC Units, as determined below. SAC Units Charges: Motel 132 rooms @ 2 rooms/SAC Unit Kitchenettes 132 rooms x 10 gals/day @ 274 gallons/SAC Unit If you have have questions, call me at 602-1113. Sincerely, 4 Jodi L. Edwazds & O?L Staff Specialist Municipal Services Section JLE: 97042157 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Leigh Ann Blacklock, Archiplan International Ltd. 66.00 4.82 Total Chuge: 70.82 or 71 230 East Fifth Street St. Paul, Minnesota 55101-1633 (612) 222-8423 Fazc 229-2183 TDD/TTY 2293760 An Eqi¢d Opponunrty Employer _ city of eagan TO: PAT GEAGAN, CHIEF OF POUCE JON HOHENSTEIN, ASSISTANT TO THE C1TY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ENGINEERINGlUTILITIESlSTREETS GENE VANOVERBEKE. FINANCE DIRECTOR I RICti BRASCH, WATER RESOURCES COORDINATOR ? 7 MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY MEMO FROM: OAIE SCHOEPPNER, SENIOR INSPECTOR ?-.. 4 DATE:? Ccfs lvL z B/oc;k l ?-- .. ct,. ?„a4. Pk ??o_S SUBJECT: PLAN REVIEW The _preiiminary j__ constructionplansfor??i%-ef/?R? ?,/4 f P are in our plan review section for your review and comment ' ?T Indicate any fees that are ro be collected with the building pertnit ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape secunty required water qualily dedicatian park dediqtion trad dedication tree dediption I?Ikr Signature Amount y-a 3.q? oate P?i.. ZONING ?: Please notify Me Protective Inspeetions Division if yau have any reason that these plans should not 6e approved and resolve any prablems with the affeded parties. If you are requesting that issuance of the building pertnit be held, please fill aut the proper "hald" request fortn. Ge n-, /ap ? ( 5-85-1997 1 7 : 36A1.1 ?' . FROM ARCHIPLAN 847619144+ P. i ?/•' ?if? ? ,fS,?°.?-ttlV ?/?•`f3/• 3DB? 1gy1L'tlSi?L 7C1tt8PTltc'!'Yott htt6 'Pg*TIb1O SCREd4Lt (Td bb utad in Arcordsnqw vilh Ehe "Cvtdelines tor 5p0cia1 2nWpection end 'ceoling") 4OJlCT NAt1k toch#1Dlt PROJLCl fPO. r.? rnrrn•w L (li e 17a1.5 ?pXiP.ttoR.131.__.. Gu.1*?I'? gk?Y.Sk?CGHEr?r rype o! S,S. Rrpork ?UPa??4 Qn??„ nariqntra c> . ra. , . _ r J ? 3. RS rt u . ?ur _ H • .t .! 7;r.stxH O sCR6otn"? C7 Tr 4A i ec?i G. .. Notial This liehtldvac tn bg [iYieB out xhd 4neluOpd in thc projeCb ipkCltiealSen. ]nformatlon unEvitlSdb2e it lliah tlmb to be ftl)rA rvt wrieh erDlyinq [oY x buildiag pprmic. (1) Patmtt No. to bs pCavldsn by thq AutLd;ng O[ticial. 171 UbU descriptionx per U.B.C. $eCY17-, /7045 Zy) Sp6a1B1 Irtltpemttrr. YeaElr:y Aqent. .• :ayrleal.Ot. {9) Fltm contrdebed ha y*rtOYm eervLr,gv. ACYfNOM.b'DObENSS Eetrh AppYOpti6kA YepRB80nLaElvp muat siqn I3elrn+s bwnltfFl,rmi brtt6T . COf1tCLtl?"?YL ? FS!S::! 'Je@E: Acenlt6 Is4'Id MT'eXYAj7pntAC.fletee 4-Yo•°I'7 SEA4 Yfrm:? ?C}! G4 .1 1t.fcbrtez . [e-PR '6It N4-g c?'-AAw S G 7 46i1 TAt .-?._......«.?.??_ -`Ddl?: S (1 S7 fAf rr -Ftrm?? vece: tf + tno Sndi+iduel nkmee bf a11 pr.vaper.r,i-c epecisl inepeclors and t6a Wrk kAey intend !o ob80tvb muet t,a Sdenttfled on the rnvornip aia4 of thio [ozm. LkqQndS s$R a Struolvrat Snqinocr vF Rwcord ST + Spacixi 3ngy.+Ctor -rA c Tso!!ng hqent r = Firirlc?tot y ? MEMO _ city of eagan TO: - PAT GEAGAN, CHIEF OF POLICE JON HOHENSTE3N, ASSIS7ANT TO THE C1TY ADMINISTRATOR DALE WEGLEITNER, FiRE MARSHAL ELECTRICALINSPECTOR 'PUBUC WORKSIENGINEERINGIUTIL"ITIESl3TREE.T?S',i GENE VANOVERBEKE, FINANCE DIRECTOR ?'' RICH BRASC71, WATER RESOURCES COORDINATOR ,? M1KE RIDLEY, SENIOR PIANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: OALE SCNOEPPNER. SENIOR 1NSPECTOR Co ?.S lv''2 B/o c;k l DATE: 2 Cfr. t„r0. Pfc Nm_lr SUB.JECT: PLAN REYIEW The _ preliminary 1j-- consfrudian pians for 1-' Jle°.? ?114 9 P are in our plan review sec2ian for your reviaw and comment. ? Please noEfy the ProtecWe Inspectians Oivision if you have any 2ason that these pians shauld not 6e approved and resolve any prohlems with the affected partes. If you are requesting that issuance of the buiidirng pertnit be held, piease fill out the proper "hold' request fortn. Commenb: FJ I? - I%na i heB-/ i LK . ?JPe q?? vv?.? ?? ? ??Ge r Yt ?? ??f• 11-? 9?n; Xlo 97 - 8P-('? c?d a.?J d?/ to f?/?, r ra Indiqte any fees fhat are W he collecfed wifh the building permit Amou ? Yes ? No landscape security required ? Yes ? No water quality dedicatlon ? Yes ? No park dedicatlan ? Yes ? No traii dedication ? Yes ? No tree dediption ? Yes ? No l Z S - Or - q -? Signature Date pw.... 1? ZONING ?: ? _ city of eagan OIF"AIO TO: • PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE C1TY ADMINIS7RATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ENGINEERINGNTILITIESlSTREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCN, WATER RESOURCES COOROINATOR '=r .? Z MIKE RIDLEY, SENIOR PLANNER " GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: y' Z I - 5? SUB.JECT: PLAN REVIEW The -_ preliminary lk construction plans for GA 2 f f c are in our plan review seciion for your review and comment MEMO (o{S lol-2 13/oc.k l E65?G?lTafe Cf/. 1?nd. ! k No_ f Please notity the Protective Inspeetions Division if you have any reason that these pians should not be approved and resolve any problems with the aifected partfes. If you are requesting that issuance of the building pertnit be held, please filt out the proper "hold" request fortn. ? IJ ? I rC I'P ?a •r4 Comments: 7IA.? np?5 ?I'?D ? '(tGO`fdCt7 ,;?LV Cau_,A?'? c ? -? Indicate any fees that are to be collected with the buiiding pertnit: Yes ? No ? v ? Yes ? No / '0 Yes ? No '9) Yes ? No ? Yes ? Na ? Yes ? No ? Signature ? r Amount landsppe security required water quality dedication ? 9v1, 51 FC (10r\j l +iQ parkdediption?3-&CC fi '3 I 5. `f0 traildedicadon?'s70 x i-?3?uc = ??570 tree dedication ' ate .4 ?ccur 'F°i { Pl?? . ZONING ?: tp Gradin¢/Storm Draina¢e 11. Outflow from Pond DP-33 shall be restrictede to one cubic foot per second as identified in the City Storm Water Management Plan so as not to overburden the existing storm sewer system. 12. Water quality mitigation shall be met through on-site ponding. The pond design sha11 be modified such that the mean depth of the pond is no less than three feet. A skimmer of acceptable design to the City shall be installed on the outlet. Utilities 13. To eliminate disturbance of the Lone Oak Road street section, the developer sha11 construct all required hydrants from the existing stubbed water service at Denmazk Avenue. Access/Street Desien 14. The developer shall remove the southerly existing driveway apron onto Denmazk Avenue. 15. A six-foot concrete walk built in accordance with City engineering and park standards shall be constructed along the entire length of the development adjacent to Denmazk Avenue. Easements/Rip.hts of Way/Permits (?)Prior to issuance of a building permit, the developer shall be responsible for obtaining all necessary regulatory agency permits such as from Dakota County and from MnDOT for grading within the public right of way. Airport Noise 17 Architectural designs and conshuction methods for buildings constructed within the development shall incorporate sound attenuation standards sufficient to achieve an interior sound level of 45 dBA. Parks and Recreation 18. The developer shall be responsible for payment of cash parks and trail dedications. EXHIBIT H General Conditions 1. This Preliminary Planned Development approves a three-story, 133-unit extended stay hotel. 2. The properiy shall be replatted as a single lot. Sinae 3. One pylon sign and one monument sign aze approved in locations indicated on the Site Plan dated 1/15/97, last revised 1/29/97. 4. All signage sha11 satisfy City Sign Code requirements, including those for height, size and setbacks. Trash Enclosure 5. A detached uash enclosure is approved as per the Site Plan dated 1/15/97, last revised 1 /29/97. Parkin S?ta11s 6. Pazking stails shall be no less than nine (9) feet wide and there shall be a minimum of 149 pazking stalls provided. Landscapine 7. The landscape plan shall be revised to provide additional spacing, more growth room for plant materials, and more snow storage space. The revisions and final landscape plan shall be subject to city staff review and approval. 8. To minimize the possibility of future disease transmission (oak wilt) through grafted root systems, Red Oaks along Denmark Avenue shall be planted no closer to each other than 50 feet and sha11 be altemated with other tree species. 9. Proper soil prepazation shall be perforxned prior to the installation of the eight Sugar Maples north of the proposed parking lot, or a more vigorous maple cultivar or a different species should be considered for this azea. 10. All plant materials shall satisfy minimum size requirements specified in the city's landscape ordinance. FIRST FLOOR EXIT DIAGRAM TRAVEL DISTANCE ? EXIT WIDTH = 9 15T. FLOOR PER PERSON SECOND FLOOR EXIT DIAGRAM MAX. TRAVEL ?ISTANCE = 184'-11 3/4" @ 2nd. FLOOR REO'D EX1T WI07H = 54 x.2" PER PERSDN = 10.8` @ CDRRIOOR (36" OOOR MIN.) REO'O EXIT WIDTH = 108 x.3" PER PERSON = 32.4" 0 STAIR (36" OOOR MIN.) THIRD FLOOR EXIT DIAGRAM MAX. TRAVEL OISTANCE = 184'-11 3/4" @ 2nd. FLOOR REO'O EXIT WIOTH = 54 x.2" PER PERSON = 10.8" REO'? EXIT WIOTH = 54 x.3" PER PERSON = 16.2" ¦ ' TO: CC: archiplan international, Itd. ARCHITECTURE • PLANNING • INTERIOR DESIGN From: Date: Subject: Aftem #1 ?Item #2 ?Item #3 2em #4 > I? tem #5 ? ,/Item #6 Item #7 i ?Item #8 pe I? item #9 ?S ry ? ,S q°?tem #10 t o Item #11 , ?0 955 n. plum grove rd, sulte e schaumburg, illinois 60173 City of Eagan - Plan Review Department Brad Brakhage- Homestead Village Brad Folkert- Weis Builders, Inc. AI file:97009 James E. Sparesus, ARA, NCARB, RA 06-30-97 Homestead Village - Eagan -Code Review Commen4s Re: Fire hydrant location Archiplan International (A.I.) shall coordinate Sheet AS101 with ?. Sheet C601. Re: In lieu of tub traps G.C. shall provide for solid glued connections: Re: Smoke detectors Smoke detectors shall be in Rooms 286A,F,,& D. See electrical drawings by our Elec. Consultant, Larson-Binkley Assoc. in New Mexico (LBA-NM) Re: Hearing accessible rooms At least five (5) rooms for persons with hearing impairments shall be provided. See revised electrical drawings by LBA-NM. Re: Elevator hoistway venting A louvered area for the hoist way ventilation shall be. provided that conforms to MN. State Building Code Section 1307.0055. See revised drawings by LBA-NM. Re: Draft-stopping - Adequate draft-stopping shall be provided, creating no greater horizontal distance than 100 feet. See Sheet A121 by A.I. t"ey's e4 Re: Accessible changing table in guest laundry Owner shall provide an accessible changing table in the guest laundry. Re: Foundation insulation 2" rigid insulation shall be used instead of 1" rigid insulation. See Sheet A312 by A.f. Re: Fire-stopping material Separate subcontractors shall be responsible for providing required fire-stopping. Re: Impact insulation class G.C. shall coordinate a field test and send report to the city prior to pursuing a Certificate of Occupancy. Re: S.T.C. rating of doors G.C. shail provide entrance doors that have a S.T.C. rating of not less than 26. (847) 619-9555 (ax # (847) 619-1440 ¦ ? arcfiiplan international, Itd. ? ARCHITECTURE • PLANNING • INTERIOR DESIGN ' /Item #12 Re: Fire door clearance G.C. shall provide single fire doors that have floor clearances of not more than 3/8'. Item #13 Re: Floor level exit signs Floor level exit signs shall conform to UBC'91 Section 1013.5.• See revised drawings by LBA-NM. ' Atem #14 Re: First floor lobby The first floor lobby has been revised per your conversation on 5- 6-97 with A.I. See Sheet A101 by A.L Atem #15 Re: Exit diagram See attached sheets. L?Item #16 Re: Decibel level for fire alarm system The decibel level for the fire alarm conforms to U.B.C. Section 310.10. See specifications by LBA-NM. ?Atem #17 Re: Final report from the special inspector A separate engineering consultant in Minnesota shall provide the - finaf report. If further input is required to finalize permit review approval, please . contact our firm. Thank You E. Sparesus, ARA, NCARB, RA P 955 n, plum grove rd. suite e. schaumburg, illinois 60173 (847) 619-9555 fax 7t (847) 619-1440 . ¦ ? archiplan international, Itd. ARCHITECTURE • PLANNING • INTERIOR DESIGN To: Dale Schoeppner - Senior Inspector Cc: Brad Brakhage - Homestead Village Peter Desai - Weis Builders, Inc. AI file: 97009 From: Leigh Ann H. Blacklock Date: 6-16-97 Subject: Homestead Village - Eagan, Minnesota Permit Revisions ' Item No. 4 Re: Hearing Accessible Rooms At least five (5) rooms for persons with hearing impairments shall be provided. These rooms shall be in addition to the handicapped accessible rooms. The Owner shall determine in the field which rooms shall be the (5) separate hearing impaired rooms. See electrical drawings for specifications. Item No. 5 Re: Elevator Hoistway Venting A louvered damper shall be installed in the ceiling of the elevator shaft. Louver shall be connected to the fire alarm system. A. minimum of 6 s.f. of ventilated area shall be provided for each elevator. See revised mechanical drawings. ?Item No. 10 Re: Impact insulation class See following floor/ceiling assembly design ratings for sound & fire. IIC Rating is 73 with carpet & pad. Item No. 13 Re: Floor level exit signs See revised electrical drawings for indications & specifications on added floor level exit signs. As we discussed, Weis Builders will be providing information on the stc rating of the guestroom doors and the firestopping material to be used. Piease let me know if you need any additional information to process the final building permit. Thank you. . \ 955 n, plum grove rd- ? (847) 619-9555 scha mburg, illinois 60t73 fax k(847) 619-1440 l \ e??I?. ?f^ a "I??' 11 0 $4.00 (GA-600-88) Fire Resistance Design Manual a ? ,., ? ? ' •, ? l1?ll, C. ?? ? I3:?1. DESIGN MANUAL TWELFTH EDITIQN 1:111100DUC101m lapA I 0 i 9 m C 0 u P 0 u n y wZ 11 co 1603 ORRINGTON AVENUE, EVANSTON, IUINOIS 60201 ??ii:?_???? ????,??? ?ft?a.?, ._y? , . .. ----- Sound I GA Rating File STC No. '4 HR 1 HR i.? Steel Jofsts, Concrete Slab, Metal Lath, Gypsum Plaster '/e" 1:2-1:3 gypsum-vermiculite plaster applied over '/e" rib FC 4120 metal lath wire tied 5" o.c. to open web steel joists 24" o.c. sup- porting 3!a" rib metal lath and 21/2" concrete slab. Steei Channel Jolsts, Plywood Floor, Gypsum Wallboard Ceiling Base layer 1!2" proprietary type X gypsum wallboard applied at right angles to channel shaped, minimum 7" deep, 18 gage gal- vanized steel joists 24" O.C. with 1" Type S-12 drywall screws 8" FC 4500 o.c. at butt joints and 12" o.c. in the field. Face layer'h" proprie- ?t) tary type X gypsum wallboard applied at right angles to joists through base layer with 11/z" Type G drywall screws at butt joints ? between joists and 15le" Type S-12 drywall screws 12" o.c. in the field. Joints staggered between layers. Steel joists supporting plywood floor applied at right angles to joists with 7'5/,6° No. 6-20 S•12 point screws 6" o.c. around floor perimeter and at end joints and 10" o.c. in the field. For alternate floor systems, consult manufacturer. FC 4501 (9) z FLO;OR-'CEILING 1 55 FC 5105 HR to tk,o,aJ 59 Steel Channel Joists, Plywood Floor, Gypsum Wallboard Ceiling Base layer 1h" proprietary type X gypsum wallboard applied at right angles to channel shaped, minimum 7" deep, 78 gage gal- vanized steel joists 24" o c. with 1" Type S-12 drywall screws 8" o.c. at butt joints and 12" o.c. in the field. Face layer 1I2" proprie- tary type X gypsum wallboard applied at right angles to joists through base layerwith 1112" Type G drywall screws ai butt joints between joists and t sfe" Type S-12 drywall screws 72" o.c. in the field. Joints staggered between layers. Steel joists supporting s/e" T&G edge plywood floor applied at right angies to joists with 115l,e" No. 6-20 5-12 point screws 6" o.c. around floor perimeter and at end joints and 10" o.c. in the field. For alternate floor sys- tems, consult manufacwrer. ASSEMBLIES; WOOD FRAMED'njI' ? 1 ? _.:...i... _.. . ?,. ._.-_. . ? x ?.,,j.??...?:_.. _,.,.::x ...f Wood Joists, Gypsum Wallboard 112" proprietary type x gypsum wallboard or veneer base applied at right angles to resilient furring channels with 1" Type S drywall screws 12" o.c. Resilient channels applied 24" o.c. at right an- gles to 2 x 10 wood joists 76" o.c. with 6d common nails. Wood joists supporting 19132" plywood and 1" proprietary sanded gyp- sum underlaymenl. Sound tested using 31/2" glass fiber in joist spaces and with carpet and pad. Approx. Ceiling Weight: 5 psf Fire Test: BMS 92143, 70-7-42 Approx. Ceiling Weight: 4 psf Fire Test: UL R7319-133, 7-16-75 Design L524 Approx. Ceiling Weight: 4 psf Fire Test: UL Design L524 Based on UL R3660-7, •8, 11-12-87 ? j N? G ?'1`? • ??,.i ?c .. ......7__L:i_. ...i„ I r INJ? ("_ ? Approx. Ceiling Weight: 2 psf Fire Tes[: UL R6352, 4-21-71 Alt. Design L502 Suund Test: G& H BW-10 MT, 10-13-70 IIC&TesC 73C&P G & H B 10 MT, 10-13-70 - Proprietary design - see page 1, paragraph 4 I tG = 7 3 w1ChRl°0r' f3MV FIRE RESISTANCE DIRERORY ? ?. ' I?-- - 24' O.C. " 1. Flooring-3/4 in. thick plywoad, supplied in 4 6y 8 k sheets, min grade ; to be standard, with exterior glue conforming with PS 1-83. Face grain , of plywood to 6e perpendicular to joists with end jmnts staqgered. Long ' ,• edges to be tongue and gmoved. ; 2. Adhesive-(Not Shown)-AMH-2000 adhesive applied to top surface of joists prior to placing of pLywood sheetr. i, 3. Flooring Fasteners-The plywood ftoor to be fastened to the steeljoists with Type S32 by 1-5/16 in. long screws spaced 24 in. OC located 5/8 in, ? from butt joinis and 1 in, From long edge. 4. Steel7oists-The joists are channet-shaped, 9-3/e in. min depth, with 1-5/8 in, min width flanges and 112 in, long stiffening flanges. Thejoistr '.. are fabricated from min No. 16 MSG galv steeL Min yield strength of steel is either 33,000 or 40,000 psi with corresponding maz working stress of , 20,000 and 24,000 psi. Joists spared max 24 in. OC. At joist spfices bearing on supports, joists are connected using an overlapping section of ? 1 ft long joist, with 8, 1/2 in. Type 512 pan head screws. , i.4A. Joist Bridging-(Not Shown)-Installed immediately after joists are erected and before constmction loads are apphed. The bridging consisting of cut to length joist sections placed between outer zupports, adjacen[ +. to openings and at mid span with 8 R. OC maz spacing.Bridging channels are screw-attached a[ each end to joist web using angle dips. V-6racing of 1-1/2 in. by 20-ga galvanized steel screw-attached to , r, I., bottom jaist ftange hetween bridging channefs. 5. Angle Clips-No. 14 MSG, 8 in. long steel angles with 2 in. legs and four 1/8 in. diam holes spaced 2 in. OC and locatedl in. fmm the ends and ? 3/4 in. from long edge. Secured to header and joistr with eight, S12 by .112 in. long steel screws. 6. Resilient Channels-1/2 in. deep, formed of No. 24 MSG galv steel, spaced 16 in. OL perpendialar to joists. Channets fastened to each joist . with 112 in. long Type S32 pan head steel screws. 1 7. Wallboard, Gypsum*-Two layers of 5/8 in. thick by 48 in, wide sheets installed with long dimeneion perpendicular to resilient channeLs. Upper , layer attached to resilient channels usinq 1 in. long, Type 5 6ugle head steel screws spaced 24 in. OC and tocated 5/8 in. from butt joint and 2 I in. from long edges. 6utt joints to be centered under resilient channels. Face Wyer attached ta resilient channels thmugh upper layer with 1-5/8 in. long Type S bugle head steel screwe spaced a max. 12 in. OC in the field and 1 in, fmm side edges of boards. Afl joints in face layer 6oards to be offset from joints in upper Uyer a min. of 16 in. Butt joints of face layer to occur between resilient channels with each end of 6utted boards ., attached to upper layer board with 1-1/2 in. long Type G bugle head steel screws spaced 8 in OC along the joint and 3/4 in. from 6oard ends. Boal Gypsum Inc.-Type BG-C. Canadian Gypsum Company-Type C. Celotex [orp. Type FRP or,l. . Continental Gypsum Company-Type CG-C. ' Eagle-Gypsum Products-Type EGC. , G-P Gypsum Corp.-Types 5, GPFS-C. . ? Pabco Gypsum Co.-Types C, PG-L . ? ' Republic Gypsum Co. Type RG-C. , Standard Gypsum Corp.-Type SGC. , Temple-Inland Forest Products Corp.-Type TP-5. United States Gypsum Campany-Type C. , Yeso Panamericano SA de CV-Type C. 8. 7oint System-(Not Shown)-Paper tape embedded in joint compound over joints and covered with layer of compound with edqes feathered out. Wallboard screw heads mvered with a layer of compound. 9. Floor Topping Mixture" (Optional)-(NOt Shown)-May be added over Flooring (Item 1)-Consists of 10-13 9a1. of water to 170 16s. of floor FIRE RES157ANCE DIREROqY (BXRH) 371 FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)- Continued , topping mixture to 595 lbs.•, of zand. Compressive strength 900 psi min. ? Thickness to be 3/4 in. min. , , i , ? ,I , ;M., . , , Fbor Crete Systems, Inc=Type II. i , , ? ,•,i.. ,; „ , `Bearing the UL Classification Marking • , r ?? i . . . ? .?i .. ; . oesign'No L928 . ?Unrestrained Assembly Rating - 1 Hcl Finish Rating - 22 Min. . ,, , 0. ? ?• i . ? . . .i d ? ? .., ye. i n 11, ,i, ? ae! i' . : if (I'i ? ?bre. . , r. . , . . .. ?? 1. Flooring Systems-The finish?ftooring may consist of any one of the folfowing,systems? ' System No. 1 flnish Flooring-4 ft 6y 8 ft 6y 23/32 in. thick interior plywood with exterior glue and T& G edges along 8 k sides, or.nonveneer. APArated Sturd-I-Floor T& G panels per APA specifications, PRP-108. Plywood, or nonveneer APA rated panels installed perpendicular ta trusses with end joints staggered 4 ft. Plywood or nanveneer APA rated panels secured to trusses with constmction adhesive and No. 6d ringed,shank naiLs. Adhesive applied as 3/8 in. diam 6ead to top chord of trusserand grooved edges of plywood;or nonveneer APA rated paneLs. NaiLs spaced 12 in. OC along each truss. As an option, lightweight insulating toncrete with Perlite or Vermiculite Aggregate* . or gypsum concrete, may be cast on the ftoorin9. Min thickness of insulating concrete shall 6e 3/4 in, no limit on thickness. A thin plastic or paper vapor retarder may be placed on plywoad prior to pouring the concrete. :;, I i i. See Perlite Aggregate (IFFX) and Vermiculite Aggregate,(WZZ)categories for names of Classified companies, System No. 2 Finish Flooring-Floor Topping MixRure"-6.8 gal of water to SU W 6ag of ftoor [opping mixture [0 1.9 a k of sand. Compressive strength ta be,1100 psi min. Thickness to 6e 3/4 in. min. ? ' Hacker Industries, Inc.-Firm•Fill, Firm-Fitl 2010, Firm-Fill High Strength, Gyp-Span Radiant. Roor Mat Materials•-(Optional)-Flooc mat material nom 1/4 in.thick ' adhered to subfloor with Hacker Ftoar Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/2 in. of floor-topping mixtura i I , , Hacker Induztries, Inc.-Type Sound-Mat. r . LOOK FOR MARK ON PRODUCT FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)-Continued ? Oesign No. L527 Unrestrained Assembl Ratin Y 9-1-1/2 Hc ,,,? r ' ?.. . . ?: .... i . ? vif 11 372 FIRE RESISTANCE U1RE[TORY FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)-Continued FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)-Continued System No. 9 Finish Flooring-FloorTopping Mixture•-Foam concentrate mixed 40:1 by volume with water and expanded at IDO psi through nozzle. Mix 94 Ibs cement, 300 lhs sand, approx 5.4 gal water, 1.2 cu k preformed foam, 5 oz Type N fiber and 4 oz Component Z. Cast density of floor topping mixture 105 (+ or -) 5 pcf min compressive strength 1200 psi. Min thickness 3/4 in. ElasNzell Corp. of America-Type ZC. Subflooring-23/32 in. thick plywood, min grade "C-0" exposure 1 or "C-D" with exterior glue conforming with PS 1-83 specifica[ions; or, nonveneer APA rated sheathing panels per APA specifications PRPd08. Long dimension of panets Sstrength axis) oi face grain of plywood to be perpendicular to the joistr with jomtr staggered. System No. 10 Finish Ftooring-Floor Topping Mixture'-2.95 cu ft of stabilized preformed foain to 94 lb of Portland cement premized with 6 gal of watec Cellular concrete to have a dry density of 31.5 (+ or -) 3.0 pcf and a 28-day [ompressive strength of 190 to 350 psi, as determined in accordance with ASTM C495-66. ihickness to be 3/4 in. min. fetlufoam Concrete Systems-Type CelWfoam. Vapor Barrier-(Optional)-Commerciat asphalt saturated felt, 0.030 in. thick. Subflooring-23/32 in. thick plywood with exterior glue; min grade to 6e "Standard" mnforming to P51-83 sperifications. Face grain of pLywood to be perpendicular to joists with jointr staggered. System No. 33 iinish Flooring-Floor Topping Mixture*-3 to 7 gal of water mixed with 80 l6s of Floor topping mixture and 1.0 to 21 cu ft of sand. Compressive strength ta be 1000 psi min. Min thickness to be 3/4 in, Manon Corp. Type D-C, GC, GC2000, L-R or YF, Floor Mat Matedal*-(Optional)-Floor mat materiaf nom 1/4 in. thick adhereJ to sub-iloor with Maxxon Ftoor Primer. Primer to be applied to the surface of the mat prior to lath placement. Maxxon Corp.-Type Acousti-Mat. Metal lath-FOr use with ftoor mat material, 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd placed over the tloor mat material. Floor toppinq thickness a nom 1 in. over the ftoor mat. Vapor Barrier-(Optional) -Commercial asphatt saturated felt 0.030 in. thick. Sub-flooring-23/32 in. thick plywood min grade "C-D" Exposure 1 or "GD" with exteriar glue conforming with PS 1-83 specifications. Fare grain of plywood to be perpendicular to joists with jointr staggered. System No. 12 Finish Flooring-Floor Topping Mizture`-5 to 8 gat of water to 80 lbs of ftoor topping mixture to 2.1 cu ft of sand. Min compressive strength 1000 psi. Min thickness oP 3/4 in. • ' Stephen Waldroup Construction [nc., UBA Ultra Quiet Floors-Types UQF-A, UQF-Super 8lend, UQF-Plus 2000. Yapor Barrier-(Optional)-Commercial asphalt saturated felt, 0.030 in. thick. Subflooring-23/32 in, thick ptywood with exterior glue, min grade to be 'Standard", conforming with PS 1-66 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to jois[s with joints staggered. System No. 33 Finish Ftooring-Floor Topping Mixture*-4 to 7 gal of water mized with 80 l6s of ftoor topping mixture and 1.4 to 19 cu ft of saod. Compressive strength to be 1200 psi min. Min [hickness to be 3/4 in. ' Rapid Floor Systems-Type RF, RFP or RFU. Floor Mat Material"-(Optlonal)-Floor mat material nom 1/4 in. thick adhered to sub-floor with Maxxon Flaor Primer. Primer to he applied to the surface of the mat prior to lath placement. Mazzon (orp.-Type Acousti-Ma[. Metal Wth-For use with ftoor mat material, 3/8 in. expanded gaWanized steeL diamond mesh, 3.4 lbs/sq yd placed over the flaor mat material. Floor topping thickness a nom 1 in. over the ftoor mat. Vapor Barrier-(Optlonal)-Commercial asphalt saturated felt 0.030 in. thick. Sub-flooring-23/32 in. thick plywood min grade "C-D" Ezposure I or "C-D" with exterior glue conforming with PS 1-83 specifications. Face grain of ptywood to be perpendicular to joists vnth jointr staggered. 2. Trusses-Parallel chord trusses spaced a max 26 in. OC fabricated from nom 2 by 4 in. Lumber with lumber oriented either vertically ?2A) ar horizontally (2B). Truss members secured together with No. 20 M G gatv steel truss plates. Plates have 5/16 in. long teeth projecting perpen- dicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split-tooth-type plate. Each tooth has a chisel point on its outride edge. These pointr are diagonally ' opposite each other for each paic The top half of each tooth has a twist for stiffness. The pairs are repeated on approz 7/8 in. centers with four rows of teeth per in. of plate width. ' 3. Furring fhannels-Pormed of No. 25 MSG galv steel spaced 24 in. OC 'Subflooring-23/32 in. thick plywood with exterior glue, min grade to be "Standard", wnforming with PS 1-66 specifications; or, nonveneer qPA rated sheathing panels per APA specifica[ions PRP-IOB. Long dimension of panels (strength axis) or face grain of plywood to be perpendialar to irusses with joints staggered. System No. 3 Finish Flooriag-Floor Topping Mixture*-10 to 13 gal of water to 170 Ibs of ftoor tvpping mixture to 5951bs of sand. Compressive strength 900 psi min, thickness ta be 3/4 in. min. ' Floor Crete Systems, Inc. Type II. Subfloaring-23/32 in. thick plywood with exterior glue and T& G edges atong 8 R sides; or, nonveneer APA reted Sturd-I-Floor T& G panels per APA specifiwtions PRP-308. Plywood or nomeneer APA rated panels insta0.ed perpendiwlar to tmsses with end jointr staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed sbank nails. Adhesive appLied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood. Nails spaced 12 in. OC along each truss. System No. 4 Finish Flooring-Floor Topping Mixture'-S gal max of water to 80 lbs of floor topping mixture ta 220 l6s max of sand. Compressive strength to be 1000 psi min. Thickness to be 3/4 in. min. United States Gypsum Co.-Type F. Yapor Barrier-(Optional)-Commercial asphalt saWrated felt, 0.030 in. [hick. Suhflooring-23/32 in. thick plywood with exterior gWe, min grade to he "Standard", conforming with PS 1-66 specifications; or, nomeneer APA rated sheathinq panels per APA specifications PRP-108. Long dimension of paneLs (strength axis) or face grain of plywood ta be perpendicular to joistr with jointr staggered. ' System No. 5 Finish Floaring-FloorTopping Mixture'-Foam concentrate mixed 40:1 by volume with water and expanded at 300 psi through nozzle. Miz at rate of 1.4 cu k of preformed foam to 94 lbs Type I Portland cement and 300 lbs of sand with 5-1/2 gal of water. Cast density of ftoor topping mixture 300 plus or minus 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. , Elastlzell Corporation of America-Type FF. Vapor Barrier -(Optional)-Commercial asphalt saturated felt, 0.030 in. thick. Subftaoring-23/32 in. thick plywood with exterior glue, min grade "GD" exposure 1 or "C-D" with exterior gWe, conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-308. Long dimension of paneLs (strength axis) or face grain of plywood to be perpendicular to joists with jointr staggered. System Na. 6 Finish Floodng-Floor Topping Mixture'-7.5 gal of water, 94 lbs of Type I Portland cement, 335 lbs sand, 4 ftuid oz of Component A, fi oz Component B and 6 oz of chopped fiberglass fibers. Cast density of floor topping mizture 106 plus or minus 5 pcf. Min compressive strength 1200 psi. Thickness 3/4 in. min. Southwest Liteweight Contrete Ca., Inc.-Type LDI Subflooring-23/32 in, thick plywood, min grade "C-D" Exposure 1 or "C-D" with ezterior glue conforming wi[h PS 1-83 specifications; or, nonveneer APA rated sheathing paneLs per APA 5pecifications PRP-108. Long dimension of panels (strength axis) or face grain laid perpendicular to jois[s. System No. 7. Finish Flooring-Floor Topping Mixture•-Faam concentrate mixed 40:1 by volume with water and expanded at 300 psi through nozzle. Miz at rate of 1.2 cu k of prefnrmed foam to 94 lhs Type I Portland cement and 300 tbs of sand with 5-1/2 gal of water. Cast density of floor toppinq mixture 300 plus or minus 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. Tbe Mearl Corporetion Vapor Bartier-(Optional)-Commercial asphalt saturated felt, 0.030 in. thick. Subflooring-23/32 in. thick plywood with exterior glue, min grade "C-D" exposure 1 or "GD" with exterior glue conforming with PS-1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of pfywood to be perpendiwlar to joists with joints staggered. I ' System No. 8 Finish Floodng-Floor Topping Mirture'-Foam roncentrate mixed 40:1 by 'wlume with water and expanded at IOD psi through nozzle. Mix at rate of 1.4 , cu R of pre(ormed foam to 94 lbs Type I Portland Cement, 62.5 tb of pea gravel and 312.5 Ibs of sand, with approx 5.5 gal of water. Cast density of Floor li Topping Mixture 100 (+ or -) 5 pcf: Min compressive strength 1000 psi. Thickness 1 in. ' J ? Lite-Crete, Inc. Type I. Vapor Bamer-(Optional)-Commercial asphaLt saturated felt, 0.030 in. I thick. ' Subfloaring-23/32 in. thick plgwood with exterior glue, min grade "GD" exposure 1 or"C-D" with exterior glue tonforming with PS 1-83 speciRcations; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. ' Long dimension of panels (strength a)ds) or face grain of plywood to be perpendialar to joists with joinFS staggered. ' LOOK FOR MARK ON PRODUCT 06-16-1997 01:39PM i ? j i FROM LBfI NEW MEXICO, INC LBA NEW MEXICO, INC. 4520 Montgomery 81vd. NE, Suite 4 Albuquerque, New Mexico 87109 Internai Memorandum TO 1 847 619 144071501 P.02 fua: City of Egan From: L¢ McQueen date: June 16. 1997 Sublect= Ciry Comments Tor Nomestead Vilfage, Egan, Mn. #A9715.01 ? 4isted is the response to the city commerrts for the Homestead Village in Egan, Mn. ltem # 3. Smoke detectors have been added in Rooms 288A, 286F and 286D. Refer to revised s*t E2.01. Item #;4. ViSible and audible alartn-indicating appltanCes activated by both Ihe in-room smoke d t etector and; ihe building frre protecfion signaling system. Refer to revised sheet E3.01. Item #13. Fioor level exit signs have been added per U.B.C. Standard 7-2. Reter to revised sheet Ei.04, E1.05, E1.08 and E0.01. Item #16. Fire Alarm System does comply. Piease Call if you have any questions @ (505) 878 - 8204. ? Eed mem0 ! cc? 6iil Swope Marty Hall ' File Sh,-J- 4V- - - - - - - m - - -- - m i m i .- tD ? ? N ? 3 A O 3 r IB ? C • '. , E _ F :": T F: I C??" ?,. I K\,E 'Y F-'-" z ? ?2 0 E. =.r.:1FF"'EN:," LG!--1NC CIRCI, `S S, I-A _L SIS( GF THP.O??G-"UT 1-JF LiGHTI'•dG C RCLI-. ? ?2 EXTERiOR 120':' E3E1_L ='RC^_C?EG? 9Y FI?E SPR VK,_EF ELE??1?! ;.a_ 0O?,-P%?„CTCk 0 PR0'rID'.= ?_-IRCI;'I- ANID CONNECT ONS - r..-.y .-.r.r....?.? rr nnni-r-inr?T?•.?C fJC^.'l:'JCI.ACI'JTC I 3 FL?,,-JR LEVEL E;<I ` SIGN. EiZTTGP.A 01?_ SI13N T,'_D BE 6"A.F.F. ANP, 'A+t-HIII 4" ?0 ?- GiGR F?AhiE. CCGP ??Ifdr?°F LQ??r?•Ti,?'J ;?F rG;RIC?OR FLOGR LF?L•'E_ EXIT ?IrNS ttiilT?-I LCCA.L .,U1--10RITIES ?RIC•: T:.? ROUG,-If•J. O r A a m ? Y{^ myY V F? N 9 Y ? m N _ ,,ED,. r_ H ' S=AG.,LL . ?368-'S ? _.._ .__ ., ...., ? .1 Hi+;-_; .. .... . ...._.___. ' H%T-42E ? . .__.., _.. _.. K . ..._ ....... CnS:-.EIaNCA _ ...... . ...... . , i i ... V78ai ..... ___........._....._ . . "i L .. . „[ ", j ? 1,35342-62i;-1 134P _ ... . .i.. . _ _ _ . SPAU_DINS ... -- ? 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LL S' /z c C-1- AE` 3, p I PRG'o9GE PI,Sh?U'Tp\' AT 00D4, INOIC.yiOR i;dU-110,/'•rlSU4l.j, AN? TR.4'?SFp,Ft,1_R AS MEECcG FOi HEARING 1.1AF.4P,EID 'NDIC:,-,OR WOI.NT IIGI'T VeXT it-' FIRc ALkRM DEb'ii,- SNpVdM 0'd THE ST?NDr,RD ;,UEST.<OOV. THIS SYSTENt A4AY BE I\: ANY G!lcSTnaOVd, qUA.MTITY C-r- E REC•JRED Cp0L?--paaTF FC-0ea5 ?-??'?r\/-? /?/ . ?fPE HEA2lhJ'l It.fP.ARr_D R*-,GM ? / 5M0KE Dc7FCT!;F ShIF;LL ACTI'+'S:TE j TH: HORPJ STRGB? k.NG T4G EA?r.' c-R•OBE. THt BIJiLDINC FI4E ALP.Rbd + SYSTE4,t SHa! L qLSC .aC7 <<ATE '•??14E HORN STRGBE NN'J fH? PaTH STRO3E. I ; ? a ? ? m ? m ., ? ,, .._._ _._. ID m - ------ - --- ? E5t 0..,? M'1 • V / DEVICES MAY 3E REQUIRED 'N AIJY n;GObA (COORDINP,TE bV.ir. HRCHiTECiU4.a, °Lk.NS) rn m a ? ? 0 ? . ? ? archiplan international, Itd, ARCHITECTURE • PLANNING • INTERIOR DESIGN September 9; 1997 City af Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 Attn.: Dale Schoeppner Senior Building Inspector Re: Homestead Viilage - Eagan, Niinnesota Fire Dampers Project No. 97009 Dear Dale, It is my understanding that a fire damper is only required when a duct penetrates through an area or occupancy separation wall and/or a fire-resistive horizontal exit wall or corridor. The office, front desk and reception area all have 1 hour rated wail construction, as required by code, but do not have any occupancy or area separation walis within their area. It is therefore my interpretation of the code that fire dampers are not required in any of the wall partitions in this particular area. Please see the following 8-1/2" X11° partial floor plan which indicates where the separation walls are occurring. Please contact me if your interpretation is different. Thank you for your time regarding this matter. Sincere y, Archiplan Intemational, Ltd. Leigh Ann H. Blacklock lah/cc cc: Brad Brakhage - Homestead Village Peter Desai - Weis Builders Riley Smith - Weis Builders 955 n, pium grove rd. suite e. (847) 619-9555 schaumburg, illinois 60173 fax k(847) 619-1440 9 ' 3 2 ? A301 A301 A211 I `. ? in --- ? STANDARD 4 O iTANDARD q22 N 120 13'-4' 3'- ? ? -- , „?s , . ? ? , ? ? I O ? ? ? i ? KIN6 ? 124 i 6' 0'i 3'-4' m? 3' -4' 6' -0 - ---- - ,m - - --, ?Il°/ J Tdd :r. TIBULE L08BY O ? 197 171 Q I " ?--?--------L ? ' L72 112' 27'-7 112' 8'-9' ?CEPTI B ? 0- 1 ira . j s7i ,,?F] ? - ? 17 .; A S- ? 6 ? 1 CC? LP i .- I ?10DEL r STD STA I 176 1 , ?13'-4' 1 . ??..".IURRI00 , V 12 7 ` u " 187 s? ?---------- -,Rm m m ^y?-. __ fbT3 ? _ _ FiE_ MEP @I ' ' 1 - - --- 1? ? T? ? ?--<,?- _ , r ? ELEPHONE - 177C rz ie1 180 ? ? Room,?. 'n ?. ) - - ,. ? 174 - ;auE r h?J? -- - N .: . 1I,pR/? ?IJ??Y I N I ?j I - ,;? ` 1 I 179 P? K? _ I ? ' ? ' ' Q I 13'-4' I 13'-4' I 13'-4' ? 8'-5' 5''•2'' 3 1)2';1 '- ' 8' 1 , . -4' S 13 1 13 -4 e KING i ? KING i KING i ELECTRic ' t BREAK ROOM ? iACCESSIBLE i i iACCESSIBLE i 119 i O 121 ? i 123 ? Pf ' 4>- ? r?--'? 3 _ _ _ ' --- A 13 I ? A113 I? i KING ? i KING ? ?- 177a I i 131 i j 133 o i --------- VESTIBULE - -?`-?' -`---'- --- A\ 1 g8 112 A 13 ¦ ? archiplan international, Itd. ARCHITECTURE •- PLANNING • INTERIOR DESIGN April 29, 1997 ? City bf 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, At your suggestion, our firm called IBCO and spoke with Paul Armstrong regarding UBC Section 1005.10 requiring a separation between 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 direcUon 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. Ar iplan International, Ltd. J'ames E. Sparesus ARA, NCARB, RA President lab/cs cc: Brad Brakhage - Homestead Village 955 n. plum grove rd. suite e. (847) 619-9555 schaumburg, illinois 60173 fax k(847) 679-1440 41?dtV oF eagan THOMAS EGAN Mayor PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN THEODORE WACHTER CouncilMembers May 6, 1997 THOMAS HEDGES Ciry Adminisirotor E. J. VAN OVERBEKE CiN Clerk MR JAMES E SPARESUS ARCHIPLAN INTERNATIONAL LTD 955 N PLUM GROVE RD SUITE E SCHAUMBURG IL 60173 RE: HOMESTEAD VILLAGE 3015 DENMARK AVENUE Deaz Mr. Spazesus: Thank you for your correspondence dated April 29, 1997. We agree that the exiting system could be designed to minimum standazds without using the vestibule or reception azea as a reauired exit. We do not believe that U.B.C. Section 1005.10 gives us the flexibility to eliminate tttis major portion of the exiting system from the elevator lobby requirements. This code section states in part ".... Elevators opening into a corridor serving a group R-1.... shall be provided with an elevator lobby ...". Since this section does not state corridor serving as a reauired exit as U.B.C. Section 1005.1 does, we believe that any corridor in an R-1 occupancy is subject to elevator lobby requiremenis. If you have any questions or concerns, please contact me at (612) 681-4699. Thank you. Sincerely, ? Dale Schoeppner SeniorInspector DS/js MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITV 3830 PILOT KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINT MiNNE50TA 55122 EAGAN EAGAN, MINNESOTA 551 22-1 89 7 , PHONE (612) 681-4600 PHONE.(612)681-4300 FAX (612) 681-4612 Equal OpportunitylAffirmahve Action Employer FAX (612) 681-4360 TDD (612) 454-8535 iDD(612) 454-8535 11 city oF eagan Post-it° Fax Note 7671 Da1e ;S 'G f'') pag°esI? To 4 Q.l s 6 ,., From L /E_ -S. Co./Dept Co. Phone # Phone # O Faxk / Fax# PATRICIA AWADA BEA BLOM9UIST SANDRA A. MASIN THEODORE WACHTER Council Members May 6, 1997 THOMAS HEDGES Cify Adminxtrolor E. J. VAN OVERBEKE Ciiy Clerk MR JAMES E SPARESUS ARCHIPLAN INTERNATIONAL LTD 955 N PLUM GROVE RD SUITE E SCHAUMBURG IL 60173 RE: HOMESTEAD VILLAGE 3015 DENMARK AVENUE Deaz W. Spazesus: Thank you for your correspondence dated April 29, 1997. We agree that the e:ciring system could be designed to minimum standazds without using the vestibule or receprion azea as a reyuire d exit We do not believe that U.B.C. Section 1005.10 gives us the flexibility to eliminate this major portion of the exiung system from the elevator lobby requiremenu. This code section states in part ".... Elevators opening into a corridor serving agroup R-1.... shall be provided with an elevator lobby ...". Since this section does not state corridor serving as a re uired exit as U.B.C. Section 1005.1 does, we believe that any corridor in an R-1 occupancy is subject to elevator lobbyr, requirements. If you have any quesuons?or concems, please contact me at (612) 681-4699. Thank you. Sincerely, Dale Schoeppner Seniorlnspector DS/j s MUNICIPAL CENTER 3830 PILOi KMOB RCAD EAGAN, MINNESOiA 55122-1897 PHONE (6) 2) 081 .4600 :A% (612) 681-d6 1$ iDD (612)454-8515 THE LONE OAK TRE: THE SYM80l OF STRENGiH AND GROWTH IN OUR COMMUNIN Equcl OppoAunity/Affirmative Action Employer MAINTENANCE FACILIN 3501 COACNMAN W_iNi EAC-AN, MIPWESOTA -$12? PHONE: (612) 681-4300 "rAX.(612)bEl-aJ60 iDD (612) 454-8535 Ju1-29-97 07:39A P.01 M EIS WEI3 BUILDERS, INC. Butldmy ReNliomhlpa Slnee t939 Promenade Village Apartmenls 3374 Promenade Avenue Eagan, MfV 55121 7elephone: 612-686-6594 Fax: 612-686-6858 F,A,X T.IZANSMI't'T,A,L L7ate: ?g ? 7 This traiisnuttal cunsists of 14?_ page(s), inctusive of tJus cuver yaKe TO: DflL f- 5G/yO?PP.?£iQ cUPY'I'U: C:Oh11'AIVY: ?/ r y PF_-?_f???i? - --- FAX NcJ: ?--- FItOM: Pf, 76R_._???"1_... . - -----_?... !t[:GAtZll1NG: y_// Z - ?AGf?•?-- _ . ._-- A'C i'AC;i-ItiD HL•REW1T1115 (AKI:): _?.Vf'p [2•?./ s TG ?Pf} `T/?G -- pF . .. Il od ? S __ . - iP YOU DO N(JT 1t1;C1;IVF. ALL OF'I liti i'AGfiS, PLEASE CON'I'AC'I' US 1MMEDIATELY COMMEN'['S: ?y GiPd.M - -'SlJFF'? - - - ---- FA3iEU IIY: _-1?- - ---- T1ML•: SENT: ----- OItIGINAL WfI.L rOLLOW ,b?_ORIGINAL W1LL NOT tOLLOW Ju1-29-97 07=40A P.02 ? ?. 1+ v, w-. -.- •.u v?rvwovrr? yy? 1nn?? 4Y^L VV WJ UUj FAX TRANSMTTTAL C01iT1tACT 871EtDi111Rk CP., IUC. 2855 NiI1S8RG DRIYS !lIFIfSY'OIIR]!, Mll 55305 FDY (612) 525 0672 TEL (612) 525 -0102 DATL: JulY 28', 1997 TO: BETER CONPAIIY: WSIS lRQM: MICK McCANTI MIIMH$R OF P11tiES I!(CLUDING CAVER SHEET _5_ PLTE, Tt[IS 19 11LL "PNWDA" HAS ON THIS TEST, I TALKBD WITx BF:IC EKS'fR014 itITH NiiWDA AND H6 woULD 8£ WILLING TO TALIt iiITFt TIiE CIT1f OFPICS7ILS ABOU'1' TR8 TF.ST, RIS NUMBER 15 708-299-5200. PLEASff Cl?LL 1iIT}i ANY QUESTIONS. Ju1-29-97 07:40A ' ;UI-%8-97 :?GN 15 5 - Vi ItdJUSTRIES 'a'ja M.A.¢a I July 28,1997 P_03 ..,,, .,..... wJUOz ? FR:i 110 711368432G P. OZ T7omas HvlFuc V.T Imlusfl'ies Attl+itrSTr¢al DaOCAiviaion 2000 7ndusaiai Park. IA SlM ' Dear 70tn; At4chad a.o npone dwia hy Wsirnak Fimey (now lnu=e]c) in 1978 at tLerr 1abaQarory in Amtiixk Califomia, Yw will nate U?erc was on(y one Aanr cested witLout gasKtring or seaiins. Thac door had sa STC rating of 23. Ic Fvu3 a compoti[e boaect coee. It ts my opinion dhat this same radnx or bueer would appiy w a suve care dow? Sintexely. ,Eric F3catrnm Vict Ptesidenc of Oprradona ItWI Easr 9'vd J A.?w. 3Nr/- f'?31 ne, rr,;,...' ln;.,o:, eoaia • 7os.299..sxon Fes: tQ8..Y9y.j36s e::: •aa'sraa?x? Ju1-29-97 07=40A . • av - va • ???ri_?g-9. non ;5:tt ? Yr?inu?sricics y?..."..FhzriJ 7:236E43Z0 . lU1-20-1997 11;34 NWWPP I NrMA rasr 5enis15 P_04 WJuuo P. G? P. J2 bCOR• Mat-Formed Compoaition Hoara cora as pet` I.3• 1•2-78. Par 3.2•1-l DOOr.constructed riLA: 1) ParticlEbo&rd cOre Type I, DQnsitr C. Clase Z per CS 236-66 2) iiitite tir atilea and rails 3) 1!8* Detornoive Lamznate faces 4R A*t8 - ^i682:• glaaa inauiatson l plse?ae bmwith tveaa / tha a Pr?me snd ? tihe d uood ?• BCUdr 1isaRDiiAAB: - U.5. Gav%. Saries 161 Cy2ladrieal lock 8ot wiEh 2-3/4" baek-set. Tbree 4-1/2" Fu11 Mortise Hinge9- GASKEI'INGs . CT-Wor anodized extruaea alumfnaru, semi-morticed zufomaLic doo.r bbttga uith pvopdere seal. P8MK0 430 AM Clear anodiaad.eztruded a2uminum j8mb strsp uiLh neoprene bulo. PL•'Kco. 319 Aa Pressure 68n3itive pile c-os'nCr aQal. PEMAO 112 P9 N4T?: Door seb into frame xith 1/16 to 118 inah Slearance Letvasn door and ¢rame. _ M. ? b ? ? .? 0 ? ? ? Y L ? ` 2ESS5 AR$ C014DqC2ED Y11.ACG3AUANC£ WITfi AST14 STANDAAD r90-75 2EST iiUNBER; NNHA -15 DATE: DPvCEtSBER si 1978 StlLiNp TRARSMIS31'ON CLASS: 31 DCFICIENCISS: 23 SEMP./A.H.: 68 OF wz SAMPLE SI2E,-' 11410-v 14" X 83 W?IGHT-LBS./SO ET_ 5.21 iESTtD BY -? REViEWED BY: , SD 40 30 ZO 10 F,.W.nay 044 T.L. nsFiC. ? M t#?1 <'1 PI ??'1 A r?i n rv n N Am aa'+ N?f N1 N .? ?O •C fC'? ?'1 '' Ju1-29-97 07:40A P.OS VJUUa " !UL-7e-9? MOk 15-I6 ? VT :hLIUS?kIFS v?...V'v.bnk"NO 717i544j2J N U4 JUL-2P?199R li:3a N.iuDR P.03 I , I NNmA 2EST 9ERI6$ Doox: ? M;C-FaYmea GomposiCioq Doard core pa per Z-?'- 2-2-783 pae+' 3-2.1..1 booT eenstructed vitbi 3) Partieieboar4 tore Typo I, Density c, Cirss Y p=r es 235-66 2) Hhite fir atiles and raila 3) 1/6^ DeCOratave Lamir.ate Paces FRAH ga. oteel !C-D Ory wall Trame with 1/2^ ,Lop. A 5" wido steip of 2-2/2" glasi 3nsvlati.on D1aCad hetween tAe trame and the xoo6 stud. FIAAbNARE: - i779. Govt. Serie3 161 Cylindrical 1ork yeE with 2-314" back.seL- Three &-1/2" Full Ko,-Lise S;ngls. 43AZKE TIlQO: aaC LatrdiZe6 EXCPUd6C Alutoinum Saab itriti vlcq spoage neoprene, P&MKO 315 AR GleBr eaodiLod extruded aluminuto, semi-oGOrtiaed aLitomatie dovr bottoiu with neonrenv asal. PEHKO 413 AN ares9ure sensitivc pile Corlfer seal. PEHKO llz P8 . 69 -0 ? SO ? .? 40 ? ? r ? 30 20 10 .aauanay M:1 T.L. DEPIC. NOTB: "Door sat iaLO fraroe with 1/16 tp 1/8 ineh el¢aranea bot.vaen qoor aed frame• . iEST$ ARE CONDUCTED IOI.ACCOADAMCs NITff ASin 57sNl7aRp 990-73 I85T bonaEA: MWHA-12 J DATE= hRCF.liHER_4. 10 9 _ SOtIMD 7RAN51'J155ION CLAgS= 27 0erYCx0cies; 25 TEMP./R.B.: 70 0F - 54 y SBMPLE 3128: . 'f - 4- 3" k6IGM'C-LSS. /SCt • F 5.23. - iE3T6II SY: 41 RevieKea sY: L - 4& pS???& § R N ? O? P m N \n t? W m N N rl NI 17 m N N f'1 N N N N N N? Men N lf% 90 ? P1 Ju1-29-97 07:40A P.06 : - .............. ........ . W? vuJ ' illL??tl?9! a?UN i7 ]o ? r'i?1Nliu?i'kltS f,.? hU. rl%jtlS4?_'0 Y.95 ' .TVti-28-1997 11'35 M,WDA P.94 I i ; ? 1?Wlyd I65T 36RSE&. - DUUR: I - Moit-FaraeG Compoaition 6oar4 coce aa pqr Z.S. 1.?-7B, par 3.2_1.1 DoOr cea0tructeA with: 11 Particisbpard corr 'rype S. AeasitY C, Claaa 7 ptY C9 236-66 21, trhite rir. stiles aaa roS1a 3) 3-ply nom. 118" bi.rc?1 p2Yxood recea €R71?SFe t K31n arlen xemlock Wood frama, 1-11/16" thick trith 5/8" deey ai.nl:le rabbit. BIBDWARS: aovc. Seriea 161 C713ndrical lock aaC w1ch 2-3/4" heck-act. 7hroe 4-1/41' Full Nortiae Ninses- H01'E : Hot's-operable aoar. Door sealed to £r.aas. 60 ? ? ? ? 6 .? ? ? ? ? F. M:! ? ?-L- . resTS AAE coNDUCTED IN.ACCOADANCE NI4N ASTK 8?Al1DkRD E90-75 TEST NI!lt86R: HUNA -9 ae2e:NDVjxeER 6. 3978 SOUtaD TRANSnT$$lON CGASS:30 AeFICIENCI6S• 25 ?EM?.IR.H.: ' 26?°F 4AMPLE SIZE:i_zgaR v ?4??tia^?r Alh VEIG}iT-683./5Q• F?- 4.33 lE3TEA BT t ???? 50 40 30 RBVxSWSO"BY= / 20 10 mTqL P.04 ?- N0) ns?n N1 P1 ?'fC•,i.'? n Na N1 Pt n N N?V Ju1-30-97 08:33A Il. ? WEIS BUIlDER3, INC. Bulldlnq RelelloneM1lpsSirrce 1939 P.O1 Promenade Village Apartments 3374 Promenade Avenue Eagan, MN 55121 Telephone: 612-686-6594 Fax: 612-686-6658 kAX TRANSMITTAL Date: 7 30 z ? 17iis transmiltal cunsists of _paxe(s), inclusive of tlhis cover page ro: COMYANY: enx No: eizoNI: RGGARDING: 4AL_?_SGiIQ?14?PER COPYTO: BJ?q/) Xr/?_-?AG-?.?!_?_ A1`I"ACFIEU E18REW11'H IS (ARE): L£/GSfA.el.? 4 V. 9r_&?c2? IE' YOU DO NOT ItECEiVG ALL OF 1'HE PACES, PLEASE CONTACT US IMMEDIATELY COMMENTS: --PNCEU I3Y: ? CIMY', SEN'P: P' ' , ----------. ? ORiG1NAL WILI, FOLLOW _,X 0[tIGlNAL WILL NO'I' FOLLOW P??' / ?. 847619144+ B-Od-1997 3=25P1-1 FROM ARCHIPLAN 8d7619144t ¦ archiplan international, ltd. ? 955 n. plum grWe rcatl, surte e schaumburg, illnwi880173-d784 Phorre: 8671619-9555 Fax: 847/619-1440 noav. CITY OF EAC3AN ,qtin: DAtE SCHDEPANER Date: 8-4-97 Project #: 97009 From: 5tephen Richarda Pages (including cover). 4 Re: KOMESTEAD VILlQ6E - EAGAN, MN 0 Urgen4 ? Fw Review ? Ptease Comment A# Please Reply v Comments: HERE ARE THE REVISED DETAlLS FOR THE HCP SHELF. PLEASE CALL ME WITH ANY QUESTIONS OR JU5T FAX ME DOCUMENTATIOR! OF YOUR APPROVAl. THANK YOU VERY MUCH. Sincer y, TEPHE RICFiARDS Archiptan Internationai, Ltd. P. 1 Fax: (612) 681fi684 sotv-OcL 33A-A701 I v ?N ° z 40 ? y m c°' mm ? "_ 1 ?•? ? i ' Z ? 14_1 0 0 a ?--I .tJ ;i 13C--A7Q1 14A-A701 TYP. a RECERTION & LOBSY 847619144+ 8-04-1997 3:26PM FROP-1 ARCHIPLAN 847619144+ 2 IAYERS 3/4° PLYWOOD WITH PLASTIC LAMINATE - ?-? FINISH /46 \ S `a I d- 14C A701 WOOD aASe -6 CLOSED POS. IN P. 3 - VINYL BASE 847619144+ 8-04-1997 3:26PM FROM ARCHIPLAN 8d76191dd+ 0 n ¢ rn ---'----?--`? ? ( I I I ? RECESSED IROLLK DOWN I SECURITY I GRILLE I 04 P _ cl _ city of eagan FAX TRANSMITTAL ?O: FAX# ATTEiVT10N COMPANY t, =ROM: ,N 'e, S?ioPD?di er (? ; yo,?,e,s??d1 jli/? 9 e 3830 PILOT KNOB RD EAGAN, MINNESOTA 55122 DATE 4". ' `r ?.?> TIME ?? ??? 14? # OF PAGES TO FOLLOW ? PHONE # 6 /z - LE/ These are being transmitted as checked below: For approval ? As requested For publication For your use For review and comments High priarity = AX #: Administration/FinancelParks (612) 681-4612 Community DevelopmenUEngineering (612) 681-4694 Central Maintenance (612) 681-4360 :)FF1CE Municipal Center (692) 681-4600 Central Maintenance (612) 681-4300 TDD (612) 454-8535 Originals forwarded Originals not forwarded ote to Facsimile Ooerator: =ase deliver this fax transmission to the above addressee. If you did not receive aIl of the pages in good condition, please :ntact us. Thank you. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer lomments: -Fnr _r?44 1"4 4"-0, N ?N?hI?U wct?'J lU?i?d?lU t R?n ??OC/??"? a N O ; NWWLMCXARi A ?,? sTC tanwc:s NO reAeAWsaMa neAM.uµssrwa . ow.amwmBue FUtRPEAYiEiER GMItETYt4 4t31WDROPBfAL 430ANd4DPSE11l OORE iPAttB FAGE o B?EfI YIC H RTC 7% ? yt s1c u ? STAVEP BIRCN W sTO :o escte•St aTCasas srcii `? p?MLE NpEN 81EEL EgTlMATEp . EBTIMATE6 ? srcrr avc ss sre 32 4 VltRWA H lA#AH1AfE STM IMC 12 . + d OTCU-24 arcW•x erca+•a sscis-u ESIIMATEA + 0) v ? o ETAVfD amM --' ESTiM+?TED ESTNAATED EBTWTEO ? ? ro plW17cLE plRm wooon iTC 24 sreu,s? ESTiMATEO sTCm-n . E511MATED .{ sicao r Z ? a aiC 21 aTC20-110 9TC7D-i/ We 31.32 H6T11MTFA m J PARIIGLE IAMINATE YADO E8711MTE0 ESflR1ATFP a 2 U a ? 7671 Dete Pa9es? ? Post-it? F ax Note From ioePi. co co. C,f • ? l s L LL . ? e ? i Phone b ? , (P 22 ? Phone # `a Faz# p Far M V7 m N -• r U4 m H 0) ? I fD N v ? I ? ti Ju1-29-97 03:49P P_02 From: Cathenix Wlkke To: aMer Dasai Dale: 7/I9l97 Tlme: 16:57:07 Paps ! ef ! m LMAI NJDUSTRIES July 29 1997 REVISED Peter Desai Weis Buuders 8009 34th Avenue South Minneapolis, MN 55425 Re Homeslead Vrllage Egan, MN VT Fde #97062003 Subject Sound Transmissivn Class (STC) of a Standard Pzrticteboard Core Door Dear Mr Desai Please be admsed. VT Industnes manufactures Ihe same type oF solW particleboard core door Ihat was tested by Warnock-Hersey for NWWDA Our doors should have a simaar STC rating to the tloor tested However, the STC raLng may be aftecfed by how the door is mstalled into the (rame at the project if I may be of further assmtance, please adv+se Sincerely, Tom Hoffert,manager Technica? Development Archrtectural Door Division CC Fael1055/Mick McCann ? V-T INWSTRIES INC. COAPORATE HEAppUARTERS tOD01NW5TRIAL PARK NOLSTEIN, IOVJA 51075 VHONE 1713?"301. FA%(71I)7684370 V-T INpUSTRIES INC iS AN EOUAL DPPDRTINITY EM7LOYER e Rau N=M INTERTEC September 29, 1997 Mr. Brad A. Brakha;e Homestead Viila;e, Inc. 1140 Empire Central Drive, Suite 450 Dallas, TX 75247 Dear Mr. Brakhage: 8raun intertec Corporafion 6950 Wesf 746ih Sheef, Suite 131 Apple Valley, Minnesota 551248520 612d31d493 Fax:4313084 Enginears and Scienfists Serving fhe Built and Nolurol EnvironmenM Project BODX-97-079C Re: Summary Report for Construction Testing Services and Special Inspections, Homestead Village Aotel, Haznpton Drive, Eagan, Minnesota In accordance with our cost estimate dated April l, 1997, we have provided construction testing services and special inspections for the Homestead Village Hotel in Eagan, Minnesota. This report provides a summary of our services. Background Information Braun Intertec Corporation (Braun Intertec) performed a geotechnical evaluation for the hotel. The results were submitted in our report dated Mazch 14, 1997, Braun Intertec project number BODX-47-001. The project plans were reviewed ia the field. We understand the building will be a three-story, siab-0n-grade hotel of wood frame construction supported by typical spread footings designed for an allowahle soil bearing pressure of up to 3,400 pounds per squaze foot (psfl. Fxcavation 06servations Excavation observations were conducted on June 6, 1997, hy a senior eo;ineering assistant. The excavation observations consisted of observing the soils exposed in the bottom and side walls of the excavations. The approximate consisiency or density of the soils encountered was esdmated by jud;ing the force required to advance random, shallow (about 3 feet deep) hand au;er probes. Soi] classiiications were determined by examining the hand au;er probe cvttings. The surface vegesation and topsoil were removed from the building azea and susounding pazking lots to a depth of about 112 fooc. Very loose soils were encountered in a 10 foot diameter area in the northwesi win; of the building. Ihis azea is thoaght to be an old test pit and was ezcavated to a eievation of 896 and was baclTilled in a controlled manner to grade with siity sand fill. The remainder of the northwest wing of the building was subcvt 3 feet into the poorly graded sand with silt. Tne eatire buildin; area was then surface compacted with az least teo passes of a large, self-propelied, vibrazory compactor. Compaciion Testing ComQaction tesu were perfarmed in the en;iaeered fill placed to establish footing, floor slah and pavement grade. A total of 22 compaction tesu were performed and alt tesu meL or Homestead Village, Inc. Project BODX-97-079C September 29, 1997 Page 2 exceeded the minimum density requirements of 95 or 98 percent of standazd Proctor density (ASTM D 698). The compaction tesu and Proctor curve were previously submitted and aze attached to this report. Reinforcing 06servations Observations of the steel reinforcement in the footings were performed prior to concrete placement. The inplace reinforcement was compazed to certified structural drawings. Any discrepancies observed in the field were brought to the attention of the contractor and conected before concrete was placed and was noted in our Daily Observation Reports. Based on our observations, the reinforcing steel was placed in general accordance with the available plans and specifications. A description of our reinforcing observations can be found on the Daily Observation Forms that aze attached to this repoR. Concrete Testing Concrete testing was performed on the concrete placed for footings and floor slabs. Based on our testing and observations, the concrete was placed in general accordance with the project specifications. The compression test results indicate the concrete placed has exceed the 28-day strength requirements. The compression test results were previously submitted and aze attached to this report. Masonry Observations and Testing Periodic observations were made of the vertical wall reinforcement and core fiil placement in the structural masonry. Any discrepancies that were observed were brought to the attention of the conuaccor and were conected. A description of our masonry observations can be found on the Daily Observation Forms which aze attached to ihis report. One set of core fill grout prisms were cast during the project. The compression test results of the core fill grout exceeded the 28-day strength requiremenu. The compression test resulu for the core fill grout prisms were previously submitted and are attached to this report for your convenieace. Summary Based on the resulu of our soil borings, excavation observations, hand auger probes and surface compaction of the excavation bottom, it is our opinion the soils encountered in the excavation bottoms aze suitable for fill, pavement and building support. Based on the construction staking provided by others, the excavations appeaz adequately oversized. Based on the results of our compaction tests, it is our opinion the engineered fill placed is suita6le for Footing, floor stab and pavement support. Based on the results of our concrete reinforcing observations, the reinforcing steel appeared to be piaced in general accordance with ihe available plans and specifications. Based on the resuits of our concrete observations and tests, it is our opinion the concreYe was placed in general accordance with rhe project specifications, and the concrese has met the 28-day sirength requirements. Homestead Village, Inc. Praject BODX-97-079C 3eptember 29, 1997 Page 3 Based on the resulu of our periodic masonry observations, the vertical reinforcing and core fili grout observed was placed in generai accordance with the available plans and specifications. The results of our core fill grout prism tests exceeded the 28-day strength requiremenu. A Special Inspection Final Report for concrete, concrete reinforcing, and masonry, is attached to this report. General Remarks Services performed 6y the geotechnical engineers for this project have been conducted with that level of caze and skill ordinarily exercised by members of the profession currendy practicing in this azea. No warranty, expressed or implied, is made. If you have any questions regazding this report, please call Dave Jostes or Greg Bialon at (612) 431-4493. Sincerely, David W. Jostes Senior Engineering Assistant Professional Certification: I hereby certify that this plan, specification or repoR was prepazed by me or under my direct supervision and that I am a duly Registered Professional Engineer under t6e laws of the State of Minnesota. ? Greg??n, PE Projeci Engineer Registration Number: 24017 Attachmenu: Excavation Observation Sketch 1 Field Report of Compaction Tesu, Reports 1 through 4 Proctor Curve P-1 Special Inspector Daily Reports, Reports 1 through 5 Special Inspector Final Report Compressive Tesu of Concrete Cylinders, Sets 1 through 7 CamQressive Tests of Core Fill Grout, Set 8001 c: Mr. Dale Schoeppner; City of Eagan Ms. LeighAnn Blacklock; Archiplan International, Ltd. dury\gjb:skg197079ctjpt t N Lone Oak Road ? ? .? 0 ? 0 N a E ?i 1 ; 'i...i; CEM =APPAOY?IMfYtE ExcAVfri-IoIv BDTroM r?s.Vf?nO? ? / / ' INf DATE , --- p oeAwN on?? Excavation Observation Sketch BRAUN~ ?.r?-o e.: Homestead lf i 11 age Hotel ,oe Ne. BODX-,., - Eagan, Minnesota " INTERTEC OWG.No, SH[Fi Of SGALC 1 ?? _ 801 1 d eRauN=M INTERTEC Report of Feld Compaction Tests Date: July 10, 1997 s,aun Inte.rec ce.poraticn 6950 West 146th Sheet, Suile 131 Apple Valley, Minnesola 551248520 672-431d493 Fax:4313084 Engineers ond Scianfi#s Serving rhe Buill ond Nafurol EnvironmenM Project: BODX-97-079C Report: 1 Client: Mr. Brad A. Brakhage Homestead Village, Inc. 1140 Empire Central Drive T]allae TX 75247 Project Description: Special Inspection and Construction Materials Testing Homestead Village Hotel SE Quadrant of I-35E and Lone Oak Road Eaaan Minnecnta est ate ype Soil ID and Classification Optimiun Moisture' (°k) Max. Lab Dry De:uity' (Std.Proc.) (pcf) 7nplace Moisture (R6) Inplace Dry Deasity (pcf) Rela6ve Compaction (°k) Specitied Minimum Compact. (°k) omments 1 6/6/97 N P-1: SM 9'h 124'h 8 129 104 98 A 2 6/6l97 N P-1: SM 9'h 124'h 9 128 103 98 A 3 616/97 N, P-1: SM 9'h 124'h 8 128 103 98 A 4 616197 N P-1: SM 9'fs 124'h 11 123 99 98 A 5 6/6l97 N P-1: SM 9'fz 124'k 6 122 98 98 A 6 616/97 N P-1: SM 9'k 124tfs 6 126 101 98 A Key: N = Nuclear, ASTM D 2922 A= Test results comply with specifications. SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specificaUOns. * = O.M. and M.L.D.D. rounded to nearest 0.5 Test Test Location Elevation 1 60'E of NW buildin comer ( azkin lot) 896 2 50'E of NW buildin wmer azkin lot) 899 3 55'E of NW buiidin corner azkin lot) 901 4 10'S, 20'E of NW buildin comec (buildin ad) 902 5 30'W, 20'S of NW buildin cornec (buildin ad) 903 6 5'S of NW buildin comer (buildin ad) 904'h Elevation Reference: c: Mr. Dale Schoeppner; City of Fagan Ms. LeighAnn Blacklock; Archiplan lnternational, Ltd. Braun Intertec Corporati0n < GregoryBi n, PE Project Engineer 97079o".l v s Rau N=M INTERTEC Report of Feld Compaction Tests Date: Iuly 10, 1997 Projed: BODX-97-079C Report: 2 Client: 4fr. Brad A. Brakhage Homestead Village, Inc. 1140 Empire Central Drive Dallas_ TX 75247 Project Description: Special Inspection aod Construction Materiais Testing Homestead Viliage Hotel SE Quadrant of I-35E and Lone Oak Road Ea¢an_ Minnesota est ate ype Soil ID and Classification Optimwn Moistures (%) Max.I.ab Dry Deasity' (Std.Proc.) (pct) Inplace Maisture (96) Inplace Dry Deasity (pcf) RelaSve Caapactioa (%) SpeciFied ?Tnimum Compad. (°k) omments 7 6/7197 N P-1: 3M 91h 124'h 8 122 98 98 A 8 6/7197 N P-1: SM 9'fz 124'h 8 122 98 98 A 9 6/7197 N P-1: SM 91k 124'k 8 122 98 98 A 10 617197 N P-1: SM 91h 124'/s 9 124 100 98 A 11 6/7197 N P-1: SM 9'h 124'h 9 121 98 98 A Key: N = Nuclear, ASTM D 2922 A= Test results comply with specificatioas. SC = Sand Coae, ASTM D 1556 B= Test resulu do not comply with specifications. ' = O.M. and M.L.D.D. rounded to nearest 0.5 Test Test Loptioo Eleva6on 7 60'S of SE buIldin corner ( azkin lot) $92 8 40'S, 10'E of SE 6uildin corner arkin lot) 894 9 60'E of SW buildin comer ( azkin lot) 895 10 60'S, 20'W of SE buIldin comer azkin lot) 897 11 20'N, 20'E of SW buildin corner azkin lot) 899 Elevation Reference: c Mr. Dale Schoeppner; City of Eagan W. LeighAnn Blacklock; Archiplan International, Ltd. Braun Intertec Corporadon Grego . o, PE? Projea Engineer s7orx%«.s Ll? eRauN°M INTERTEC Report of F'ield Compaction Tests Date: July 10, 1997 Project: BODX-97-079C Report: 3 Client: Mr. Brad A. Brakhage Homestead Village, Inc. 1140 Empire Central Drive Tlaline 'i'Y 7G'7d7 Project Description: Special Inspection and Construction Materials Testing Homestead Village Hotel SE Quadrant of I-35E and Lone Oak Road Faoan MinnPCnta est ate ype Soil ID and ClassXication Optimmn Maisture* (°k) Max. Lab Dry Density' (Std.Proc.) (Pcf) Inplace Moisture (°k) Inpluce Dry Deasity (Pcfl Relative Compaction (°k) Spedried Minimum Compad. (%) omments 12 619/97 N P-1: SM 91h 124'h 9 125 101 98 A 13 6/9/97 N P-1: SM 9'h 124'h 9 126 101 98 A 14 6/9197 N. P-1: SM 91h 1241fs 9 124 100 98 A 15 6/9/97 N P-1: SM 91h 124'h 8 124 100 98 A Key: N = Nuciear, AST'M D 2922 A= Test resultc comply with specifications. SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications. * = O.M. and M.L.D.D. rounded to nearest 0.5 Test Test I.acadon Elevadon 12 10'NE of SW buildin comer (buildin ad) 901'h 13 140'NE of SW buildin corner (buildin ad) 901'k 14 25'N of SW buildin comer (buildin ad) 904 15 20'W of SW buildin comer (buildin ad) 904 J F-I Elevation Reference: c Mr. Dale Schoeppner, Ciry of Eagan Ms. LeighAna Blacklock; Archiplan International, Ltd. Braun Intertec Corporation ?. n Grego . Wbk, PE Project Engineer 91079cku.3 eRauN°M I NTE RTEC Report of Field Compaction Tests Date: July 10, 1997 Client: Mr. Brad A. Brakhage Homestead Village, Inc. 1140 Empire Central Drive nallac TX 75747 Project: BODX-97-079C Report: 4 Project Description: Special Inspection and Construc[ion Materials Testing Homestead Village Hotei SE Quadrant of I-35E and Lone Oak Road Favan. Minnacota esi ate ype Sail ID and Classifcation Optimtuu Moistures (%) Max. Lab Dcy Density* (St(LProc.) Ipcfj 7npluce Moisture (9b) Inplace Dry Density (Pcf) Relative Compaction (°.b1 Speciried DTinimum Compact. (%) omments 16 6/18/97 N P-1: SM 9?h 124'h 9 127 102 95 A 17 6/18197 N P-1: SM 9'h 1241h 9 125 101 95 A 18 6118/97 N.. P-1: SM 9'fs 1241h 8 122 98 95 A 19 6118/97 N P-1: SM 91h 124'fi 8 118 95 95 A 20 6120/97 N P-1: SM 9'k 124'h 9 123 99 95 A 21 6l20/97 N P-1: SM 9'h 124'/z 8 124 100 95 A 22 6120197 N P-1: SM 9'fi 124'/s 9 124 100 95 A Key: N = Nudear, ASTM D 2922 A= Test results comply with specifications. SC = 3and Cone, ASTM 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 Elevation 16 50'SE of NW buildin comer (interior foundation backfill) 904 17 10'SE of NW buildin comer ('mterior foundation backfill) 904 IS 40'NE of NW buildin comer (interior foundation backfill) 904 19 5'SE of NE buildin corner (interior foundation backfill) 904 20 40'SE of center of front lobb (interior foundation backfill) 904 21 20'SW of NW comer of east win (interior foundation backfill) 9? IF-22 70'SW of NE buildin corner ('interior foundation backfill) ?3 ElevaGon Reference: c: Mr. Dale Schoeppner; City of Eagan Ms. LeighAnn Blacklock; Archiplan Internationai, Ltd. Braun Intertec Corporation 7f*? -' 1?? Gregoryo , PE Project Engineer 970'/9cku.4 I , B RAU N,M INTERTEC Lahoratory Compaction Characteristics of Soil (Proctar) Date: Juae 30, 1997 Project: BODX-97-079C Client: Description: Mr. Brad A. Bcakhage Specisl Inspection and Construction Materials Testing Homesiead Village, inc. Homestead Village Hotel 1140 Empire Central Dnve SE Quadrmt of I-35E and Lone Oak Road Dallas TX 75247 Eagan Minnesota Field Data: Date Sampled : 5/7/97 Test Number . P-1 Sampled By . DW7 I..ocation Sampled : Classification . SM: SIlty Sand, fine- to medium-grained, brown I.aboratory Data: AS1Tvf D: 698-91 Proceflure: stwdard B Date Tested: 6/10197 As Received Water Con[ent: Prep. Method: wet Rammer Type: manual Sieve Data, % on 314": 96 3/4"-3/8": % 318" - k4: Size of "Oversize": Percent Oversize: Spec. Gravity: 2.60 x Cwrve Values Corncted Values ASTM D 4718 Maximum Dry Unit Weight, pcf Optimum Water Coatent, ;6 126 124 ?.. 122 `?. s :o .y 3 C ] 120 T w Q 118 116 W2[Ci CAnfCIIt, 9a 124'fi f . f 9'h % ? Air Voids "CLM =2.60 umed) mo79c*1 ? 4 6 8 10 12 14 B R"AUN" Special Inspector Daily Report Page of INTERTEC city of E,4 RepoR Number: ? Date of This Report: !D /°f 7 ProjectName: HoM?STcftD VI"/}Gf ProjectNo.: gpOy,r-I7-07qL Project Address: "M PTO N D R Clienr. W E155 Client Project No.: Weather: SuNftp? TemQerature: 71 Type of Inspection: Inspection Coverage: ? Continuous ? Masonry 51 Rebaz Placement ? Foundations ? Periodic ? Welding El Concrete Placement ? Fireproofing ? Boltin ? Tendon Placement ? Other Did the architect or en ineer authorize chanes to ci a roved lans? Yes ?(Listed Below) No ? Description and location of work completed: GF}F?'i}(Eo RE84tR AND "t"t5 t/j 60/V C.REf -o IN Foor/N(o P,r NnRrH wt:-St.F-ND or- Bvrr.??/1/6, a L BRRS (DawEr-5 vr0.7 wl?? R? Pl-f?LED RFTEP? TItF_ LoN' ?RI= r IS PouRF- l3. - S PNLES ftn& c,oVF-R 67n/- &,+RS A-Re oK l.isttesuperformed: Sr-uMt'T F'iRi rEMF Lor^aPR?55rdE 5T'R?A/fiTN ?-Y-IN?i?S . Are there any discrepancies noted from this day's observations? Yes ? No S Are there any oucstanding discrepancies on this project? Yes ? No El If yes, see attached Summary Sheet. Tu the best of our knowledge, work inspected wu done in accordance with the approved plans, specifications and applicable workmanship provisions of the UBC, except as noted above. Signed: k 9 iXL41 Date: (o //O/ Print Full Name: ? I`}V I n W ? 057 ??i I.D. Number: 7 y 0413 (White copy to Braun lntertec ftle. Blue copy ro Genera! Contractor.) imiWacinap.i IR5195 B RA V N s" Special Inspector Daily Report Page of INTERTEC c;Tyof F-t+GPrti Report Number: ?. Date of This RepoR: ?o ? I I? I 7 Project Name: ?1Bh(?ST?/?? VI" pl/ E Project No.: I; OO*9 7-d79t_ Project Address: r}f}m p-rpN DE2, Client: W5- 159 Client Project No.: weacher: SvNN'( Temperature: j?fl Type of Inspection: Inspection Coverage: ? Continuous ? Masonry ? Rebu Placement El Foundations Q Periodic ? Welding ? Concrete Placement ? Fireproofing ? Boltin ? Tendon Placement ? Other Did the architect or en ineer authorize chan es to ci a roved lans? Yes ?(I.isted Below) No JE Description and location of work completed: ?St?D Fqe?-lN6 GONc-Rt-rrF_ A--r 6,,,T4•NEy7- 510E oF Burr-Oi,Ue, 631'E 2 ED RE614 R r N F OOrING A-5 WF_L-L 5 PL IGF-S #V6 444VE2 dn? P A- RS 15 oK. #4T 7r+E e, oaN,= RS 3: t4 DJV SrED 14 LovP1.E oF '71+a 6A-RS wFFtRE rH-i-r ENpS wER5 tO 4?i-o5E -rd rH-E- FoR M 5, List tesu pertormed: 51.vMP, f} 1 RfTEMP GoM P RE55 IUE ST?F-NGTN CYL1PD6Q5 Are there any discrepancies noted from this day's observations? Yes ? No 0 Are there any ouutanding discrepancies on this project? Yes ? No el If yes, see attached Summary Sheet. 'Co the best of our knowledge, work inspected was done in accordance wiih the approved plans, specifications and aQplicable workmanship provisions of the UBC, except as noted above. Signed: __CY ? Date: b - ? 1 " 17 Print Full Name: D (} U 11) y,/ J e) 5 r r-- J I.D. Numbec: -2 0/0 It 3 (whire copy ro BrQUn Intenec file. B/ue capy to General Contraaor.) imi?apecinaQ.S I/25195 s Rau N=o INTERTEC Report Number: Project Name: Project Address: Client: - W eather: 5peciai Inspector Daily Report Page -j- of c;ry of r- AG A-N Date of This Report: ?" I a-II' Project No.: 6 OD)t97 "OxfL w'F, iy 5 Client Project No.: 5 Vnl NY Temperature: Type of Inspection: Inspection Coverage: ? Continuous, C4 Masonry ? Rebaz Placement ? Foundations El Periodic ? Welding ? Concrete Placement ? Fireproofing ? Boltin ? Tendon Placement ? Other Did the architect or en ineer authorize chan es to ci a roved lans? Yes ?(Listed Below) No ? Description and location of work completed: 'If?,TED FUOr)N& c.ONLRZ'tE. t?-T 6ovTHF6?7 510,r;: OF BV/LOJR/(,, (Lr+b c-KF-D R? /3 ?rR lN r=0 o rlN& A-5 W E!-L, 5 L-fLr--5 f-Nb Lav'P-r2 aN 6P}R5 ?5 OK, L E R M ,4SONRV 1= iOJVAMf}-TIO REIN'r-ORGE MEN? , gL..L 4K?,vILV L?RoU-? MON'pf?-i _ List tests performed: i??? M P, R? 7'E M p? &OM P2ESS/ t/E 5'1'RF-V67"4 C.YL-iN8r--R3 Are there any discrepancies noted from this day's observations? Yes ? No B Are there any ouutanding discrepancies on this project? Yu ? No 12 If yes, see attached Summary Sheet. Tu the best of our knowiedge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the UBC, except as noted above. Signed: " I I lr,YOaCJ'.a' Date: (.1 Print Full Name: I J4V I Q w J o 5 r--F- I.D. Num6er: 22 D?"f ? (White copy ro Braun lntenec,file. Blue copy to Genera! Contraaor.) iembpeeinaQ.4 IlL5/95 srIau N'" INTERTEC RepoR Number: Project Name: Project Address: Cl ienr. Weather: Special Inspector Daily Report Page ? of cctyof E A(,)AN Date of "Ihis Report: 3/ q 7 Mh 5TS A-0 V I LA-(?E Project No.: B BDX q7^- OJ'j'L wF- ? 5 5 Client Project No.: S V N W( Temperature: So,.? v J Type of Inspection: Inspection Coverage: ? Continuous ? Masonry ? Rebaz Placement ? Foundations 2 Periodic ? Welding ? Concrete Placement ? Fireproofing ? Boltin ? Tendon Placement ? Other Did the architect or en ineer authorize chan es to ci roved lans? Yes ?(Listed Below) No El Description and location of work completed: tF-SnD FooT IN& ? oN?R?rr f?t NoRrtt Et?S-r s 1 Dc oF BvIttrN6, Gi -YF&, t i E D RC-- 9P rR ,N F 0 -r1 ,v6 rOP; (? P? - rGF-S RND (, pvE-: R 0 N B A-K9 15 OFt (3 UT A- FFw B PrR5 wC-Rg 6 Er-M-F 700 ?-ovV . c-omr k&(:?,7'oR r1 e?D 74FM ?*jGHe?R , R?-50 ?r-fE?EI? R?gRR ? N EL, 5 V f}rDR P r-r 5W?}8 list cesu pertormed: VM Pr I R r'J'6 M C,ori PRF-yyr vC-- 6 7"1Q?-= AV6F T} f cYi,- irv6 rRS, Are there any discrepancies noted from this day's observations? Yes ? No ? Are there any outstanding discrepancies on this project? Yes ? No ? If yes, see attached Summary Sheet. To [he best of our knowledge, work inspected was done in accordance with the approved plans, specifications and appiicable workmanship provisions of the UBC, except az noted above. ` -? 3 - ? Signed: ? ?/ " Date: 7 Print Full Name: bAviD W, J o 7T?5 I.D. Number: -790 I3 (White copy ro Braun Intenec file. Blue copy to General Contractor.) Imibpecnup.4 1/25l95 ?B RAU N,. INTERTEC Report Number: Project Name: Projea Address: Ciient: W eather: Special Inspector Daily Repart Page --J- of ? cityof ?1fi&ftN ? Date of This Report: dM 5STf7,+D V I L L E Project No.: WF l 55 Client Project No.: 5 r/ A/ VY Temperature: 77 Type of Inspection: Inspection Coverage: ? Continuous 15 Masonry ? Rebaz Placement ? Foundations Periodic ? Welding ? Concrete Placement ? Fireproofing ? Boltin ? Tendon Placement ? Other Did the azchitect or en ineer authorize chan es to ci a roved lans? Yes ?(I.isted Below) No ? Description and location of work completed: T?tR?,?RM?D Ml'fSDURY S PLGIPrL. INyPEvrioN 00 GMIJ FOvNDf}T1t?N wMI-LS. M ftbF_ Pr 5t7 DF 3 &Rov'T PR15M5, Pl,?, V P' Lp ?v L R?TF LY ?-i ND6 A5 List tests performed: /- C/1 PR 15- 55 I ?F s rRr N6,7-14 (, R D(/ T P R I S Mj Are there any discrepancies noted from this day's observations? Yes ? No [E Are there any ouutanding discrepancies on this project? Yes ? No RI If yes, see attached Summary Sheet. Tu rhe best of our knowledge, work inspected was done in accordance with the approved plans, specifications and apQlicable workmanship provisions of the UBC, except as noted above. ? Signed: ?-?}-? ? r ? ? ? l /? ?.Fllo-Ck-0- Date: Print Full Name: DA?I fl V? ., J o 5 rQ I.D. Number. 7 q0tt? (Whete copy ro Braun Iraertec file. Blue copy to General Contractor.) inn?ape?=p.a IruM SPECIAL INSPECTOR FINAL REPORT Date: _Seotember 17. 1997 To City or County of: Eagan, Minnesota Address: City: Sta[e: Zip Code: Atteation: Mr. Dale Schceonnen Re: Final Project Report Project Name: Homestead Villaee Hotel Address: SE Ouadrant ofI-35E and Lone Oak Road To whom it may concem: 17us is to certify that I performed special inspection on the following poRions of the work ac the above address whic6 required periodic iaspectioa, and which I was employed ta inspect: Concrete - Reinforcement Masonrv - Reinforcement and anchor bolts Based upon my persooal observation and writtea reports of tWs work, it is my judgment that the inspected work was performed, to the best of my knowledge, in accordance with the approved plans, specifications, and the applicable workmauship provisions of the Uniform Building Code. Very truly yours, 44".41' 4YO44- (Speciallnspector Signature) David W. Jostes Print Full Name cc: ClienUOwner Architect/Eagineet q-?7-`17 Date 79043.91732 ID Number l 97079c*=;,up.rpt eRauN°M INTERTEC Compressive Test af Concrete Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Date: July 9, 1997 Client: Mr. Brad A. Brnkhage Homestead Village, Inc. 1140 Empire Central Drive Dallas, TX 75247 Project Number: BODX-97-079C Project Description: Special Inspection and Construction Materials Testing Homestead Village Aotel SE Quadrant of I-35E and Lone Oak Road Eagan, Minnesota Number. 1 e Cast: 6110/97 ie Cast: 1:30 p.m. asured Slump: 3' tsured Air. 1.896 crete Temperature: 72°F Temperature: 78°F inder Cast By: DWJ uid Added at Site: 5 gallons iple Location: i Footings at NW end of building Notes: Design: 3000 ?lier. AVR ified Air: none specified ified St:ength: 3000 k or Ticket No .: 94 iders Per Set: 4 Sample No. Date Recvd Test Date Field Cue Lab Clue Test Age Max Load (pounds) Cyl Area (sq m) Compressiva Strength, Psi Remazks Code(5) lA 6111 6/17 1 6 7 103600 28.30 3660 F 1B 6111 7/8 1 27 28 113070 28.28 4000 L 1C 6/11 718 1 27 28 108110 28.28 3820 L Specified S trength at 28 Days (psi): 3000 Remarks: F: The specified 28-day strength was met at the 7-day age according tn the above test results. L: The average 28-day test result mcets the required design strength. c: Mr. Dale Schceppner, City of Faga¢ Ms. LeighAaa Blacklock; Arcluplan Intemational, Ltd. Braun Intertec Corporation Grego , PE Project Engincer 97079ekom.l ? e Rau N=m INTERTEC Compressive Test of Concrete Cylinder Test Method: ASI'M C 39, 6" x 12" CyGnder Date: July 10, 1997 C6enL• Mr. Brad A. Brakhage Homestead Village, Inc. 1140 Empire Central Drive Datlas, TX 75247 Project Number. SODX-97-079C Project Description: Special Inspection and Construction Materials Testing Homestead Village Hotel SE Quadrant of I-35E and L.one Oak Road Eagan, Minnesota Number: 2 Mix Design: 3000 e Cast: 6/11l97 Supplier: AVR te Cast: 130 p.m. Specified Ain none specified Lcured Slump: 3" Specified Streagth: 3000 isured Air: 1.89a Ttuck or Ticket No .: 97 Lcrete Temperature: 72°F Cylinders Per Set: 4 Tempetature: 79°F inder Cast By: DWI uid Added at Site: 5 gallons water iple L,ocation: Southwest Facterior Footings Notes: Sample Date Test Field Iab Test Max Loatl Cyl Area Comptessive Remarks No. Recvd Date Que Cure Age (pounds) (sq in) Streugth, psi Cocle(s) ZA 6/12 6/18 1 6 7 57400 2B 6/12 7/9 1 27 28 90600 2C 6l12 7/9 1 27 28 88530 Specified Strength at 28 Days (psi): 3000 28.28 2030 B 28.29 3200 L 28.29 3130 L Remarks: B: The 7-0ay test resuit projects that the specified sorength will likely be mec at the 28-day age according co a typical strength age relationship. L. The average 28-day test tesult meets the required design skeagth. c: Mr. Dale Sehoeppner; City of Fagaa Ms. I.eighAnn Slacklock; Archiplaa tatemaaonai, Ltd. Braun Intertec Cocpocation Gregory' 10 , PE Project Engineer 97079ckorc.2 V eRauN°M INTERTEC Compressive Test of Concrete Cylinder Test Method: ASI'M C 39, 6" x 12" CyGnder Date: July 11, 1997 Clieut: Mr. Bred A. Brakbage Homestead Village, inc. 1140 Empire Centnl Drive Dallas, TX 75247 Project Number. BODX-97-079C Projecc Deuription: $pecial Iaspectioa and Construction Materials Testing Homestead Village Hotel SE Quadrant ofI-35E and Lone Oak Road Eagan, Minnesota Number. 3 Mix Design: 3000 e Cast: 6112197 Supplier: AVR ae Cast: 2:45 p.m. Specified Air. none specified asured Slump: Z'k' Specified Strength: 3000 uured Air: 1.7 % Truck or Ticket No. : 97 icrese Temperature: 74°F Cylinders Per Set: 4 Temperature: 81 °F inder Cast By: DWJ uid Added at Site: 4 galloas water upie I.ocation: Southeast Footing Line Notes: Sample Date Test Field Iab Test No. Recvd Date Clue (,1ue Age 3A 6/13 6/19 1 6 7 3B 6113 7/10 I 27 28 3C 6113 7l10 1 27 28 Specified Streagth at 28 Days (psi): 3000 Max Lned Cyl Area Compressive Remarks (pnmds) (s9 in) Streagth, Psi Cada(s) 59370 28.29 2100 B 96080 2830 3400 L 97000 28.30 3430 L Remarks: B: The 7-day test iesilt projecis that the specified suength will likely be met at the 28-day age axording to a typical strength age relationship. L: The average 28-day test result meets the required design strength. c: Mr. Dale Schoeppner; City of Fagan Ms. LeighAnn Blaclclock; Archipiaa Intematiooal, Ild. Braua Inteitec Cocpowtioa Gregoryklj n, E? Project Fagineer 97o79okoncJ J B Rau NsM I NTE RTEC Compressive Test of Concrefe Cylinder Test Method: AS'fM C 39, 6" x 12" Cylinder Date: July 15, 1997 Client: Mr. Brad A. Biakhage Homestead Village, Inc. 1140 Empire Central Drive Dallas, TX 75247 Pmject Number. BODX-97-079C Project Description: Special Inspection and Construction Materials Testing Homestead Village Hotel SE Quadraat of I-35E and Lone Oak Road Fagan, Mimesota e Cast: 6/13/97 Supplier. AVR e Casi: 2:00 p.m. Specified Air: noae specified asured Slump: 3' Specified Strength: 3000 asured Air: 2.2 % Truck or Ticket No. : 94 icrete Temperature: 72°F Cylinders Per Set: i 4 Number. 4 Mu Desigu: 3000 Tempecature: 80°F inder Cast By: DWJ uid Added at Site: 5 gallons water upte Location: Footiags at northeast side of buildiag Notes: Sample Date Test Field I.ab Test Maz I.oad Cyi Ama ComPressive Remarks No. Recvd Date C?re C1ue Age (pounds) (sq in) Strength, psi Code(s) 4A 6(16 6/20 3 4 7 59560 4B 6/16 7/11 3 25 28 95250 4C 6/16 7/11 3 25 28 97850 Speci6ed Strength at 28 Days (psi): 3000 28.28 2110 B 28.27 3370 L 28,27 3460 L Remarks: B: The 7-day test result projects that the specified scrength wi11 likely be mee at the 28-day age accordiag to a typical strength age relatiooship. L: The avecage 28-day test result meets the required design stsengch- c: Mr. Dale Schceppner, City of Fagan Ms. Leigh.4nn BJacklock; Arclvplan Intemational. Ltd. Braun Intertee Coiporatian Gnego . Web, PE Project Engiuzer 97079ckonc.4 f ? B RAt> N'" INTERTEC Compressive Test af Concrete Cylinder Test Method: ASTM C 39, 6" x 12" CyGnder Date: Iuly 28, 1997 Client: Mr. Brad A. Brakhage Homestead Village, Inc. 1140 Empire Central Drive Dallas, T'X 75247 project Number: BODXA7-079C Project Description: Special Inspection and Construction Materials Tescing Homestead Village Hotel SE Quadsant ofI-35E and Lone Oak Road Eagan, Minnesota Number: 5 Miz Design: 4000 e Casi: 6/30l97 Supplier. AVR ae Cast: 7:30 a.m. Specified Air: not specified asured Slump: 4'k" Specified Strength: 3000 asured Air: 2.1 % Truck or Ticket No. : 72 icrete Temperature: 76°F Cylinders Per Set: 4 Temperawre: 74°F inder Cast By: DW7 uid Added at Site: none aple Location: Floor slab wesi wing Notes: Sample No. Date Recvd Test Date Field Ctiue Iab C1ue Test Age Mac Load (pounds) Cyl Area (sq in) Compressive Strength, Psi Remarks Code(s) SA 7/1 7/7 1 6 7 104690 28.27 3700 F SB 7/1 7l28 I 27 28 139970 28.27 4950 L SC 7/1 7/28 1 27 28 138000 28.27 4880 L Specifted S trength at 28 Days (psi): 3000 Remarks: F: The sQecified 28-day strength was met at the 7-0ay age according co the above test results. L: 'I3e average 28-day test resWt meets the requued design streagth. c: Mr. Dale Schceppner, City of Eagan Ms. I.eighAnn Blac]clock: A:chiplaa Intemational, Ltd. Braun InteRec Corpontion Grego B , PE Projed Engiueer 97079ckorcS s Rau N=M INTERTEC Compressive Test of ConcreYe Cylinder Test Method: ASTM C 39, 6" x 12" Cylinder Date: July 29, 1997 Project Number. BODX-97-079C Client: Mr. Brnd A. Brakhage Homestead Village, Inc. 1140 Empire Central Drive Dallas, TX 75247 Pmject Description: Special Iuspection and Construction Materials Testing Homestead Village Hotel SE Quadrant of I-35E and Lone Oak Road Eagan. Mimesota Number. 6 Mix Design: 4000 t Cast: 7/1197 Supplier. AVR ie Cast: 7:30 a.m. Specified Air: not specified mired Slump: 3'h' Specified Strength: 3000 3sured Air: 1.8 Y6 Truck or Ticket No .: 94 icrete Temperrture: 74°F Cylindeis Per Set: 4 Temperature: 78°F inder Cast By: DWJ uid Added at Si[e: none iple I.ocation: Floor sla6 center of building Notes: Sample Date Test Field Ia6 Test Maz Load Cyl Area Compressive Remarks No. Recvd Date Cure Gure Age (pounds) (sq in) S[renSth, Psi Code(g) 6A 7/2 7/8 1 6 7 6B 7/2 7129 1 27 28 6C 7/2 7/29 1 27 28 Specified Strength at 28 Days (psi): 3000 100120 28.28 3540 F 140360 28.28 4960 L 138410 28.28 4890 L Remarics: F: The specified 28-day strength was met at the 7-0ay age accordiag tn the above tesi results. L: The average 28-day test result meets the tequired desiga strength. c: Mr. Dale Schceppner; City of Eagan Ms. LeighAnn Blacklock; Archiplan Intemational, LtA. Braun Iatertec Corporation ? Gregory . B o , PE Pmject Engiaeer 97079c5conc.6 I s Rau N=M INTERTEC Compressive Test of Concrete Cylinder Test Method: ASI'M C 39, 6" x 12" Cylinder Dace: 7uly 31, 1997 Project Number. BODX-97-079C Client: Mr. Brad A. Brakhage Homesiead Village, Inc. 1140 Empire Central Drive Dallas, T'X 75247 Project Description: Special Inspection and Construction Matedals Testing Homestead Village Hotel SE Quadraat of I-35E aud Lone Oak Road Eagan, Minnesota Number: 7 Miz Design: 4000 e Cast: 712/97 Supplier: AVR ie Cast: 8:30 a.m. Specified Air: not specified asured Slump: 3'h" Specified Strength: 3000 isured Air: 1.7 % Truck or Ticket No.: 18 icrete Temperature: 72°F Cylinders Per Set: 4 Temperature: 65 ° F inder Cast By: D W7 uid Added at Site: none nple I.ocation: Flooc slab east wing Notes: Sample Date Test Field Lab Test Maz Load Cyl Area Compressive Remarks No. Recvd Date Ctiue Cure Age (pounds) (sq ia) Strength, psi Code(s) 7A 713 7/9 1 6 7 7B 7/3 7130 1 27 28 7C 7/3 7/30 1 27 28 Specified Sttength at 28 Days (psi): 3000 105080 28.29 3710 F 145150 28.28 5130 L 141730 28.29 5010 L Remarks: F: The specified 28-day strength was met at the 7-0ay age according to the above test results. L: The average 28-day test result meets the required design strength. a: Mr. Dale Schceppner, City of Eagan Ms. LeighAnn Elacklock; Arcluplaa International> Ltd. Braun Intertec Corporation Grego . ' , PE Project Engineer 97079c?aom.7 v BRauN=M I NTE RTEC Standard Method of 3ampling and Testing Grout (Feld) ASTM C 1019-89a Date: July 15, 1997 Client: Mr. Brad A. Brakhage Homestead Village, Inc. 1140 Empire Central Drive Project: BODX-97-079C Descriptian: Special Inspection & Consuvcrion Materials Testing Homestead Village Hotel SE Quadrant of I-35E and Lone Oak Road Dallas, TX 75247 Eagan, Minnesota Feld Data Set Number: 8001 Date Cast: 6l16/97 Date Received: 6118/97 Temperature: Slump (inches): 7'h" Mix Design: Site Mix Specified Streagth (psi): 2000 L,ocazion: Foundation Wall Sample Data Sample Number: 8001A 8001B 8001C Avecage Width (in): 4.200 4.156 4•20$ Avezage Height ('m): 8.041 8.119 8•026 Average IJW Ratio: 1.91 1.95 1.91 Coaecxion Factor: 0.97 .99 0•17 Area (in): 17.64 17.24 17.71 Laboratory Data Break Date: 6l24/97 7/14/97 7l14197 Field Cure (days): 2 2 2 Lab Cure (days); 6 26 26 Test Age (days): 8 28 Z$ Test Results Maximum Load (Ibs): 55280 56920 62890 Corrected Compressive Strength (psi): 3040 3270 3440 Remazks: F L L Remarfcs: F: The specified 28-day strength was met at the 8-day age according to the above test resulu L: The average 28-day test result meets the requirefl design strengih. Braun Intertec Corporation c: Mr. Dale Schoeppner; City of Eagan . Ms. I.eighAnn Blacklock; Archiplan International, Ltd. ? 9707%11019.801 Grego . i n, PE Projeci Engineer 'U MEMO city of eagan To: Ken Vraa, Director of Parks and Recreation From: Pamela Dudziak, Associate Planner Date: August 26, 1997 Re: Homestead Village (Lot 1, Block 1, Eagandale Center Industrial Park No. 14) As we discussed, I spoke to Brad Brakhage of Homestead Village again today regazding constnxction of the sidewalk along Denmazk Avenue. Given the information I last received from both you and Tom Colbert, I told him that they should install the sidewalk and that our collection of a trail dedication fee was in error. I then told him we would confirm that in writing for them. A trail dedication fee of $3,288.56 was collected for this development. You may write Brack Brakhage at: Homestead VIllage, Inc. 1140 Empire Central Drive 5uite #450 Dallas, TX 75247 Phone: (214) 689-1811 Please forwazd a copy of your correspondence to me so I can place it in the project file. Thank you. cc: Tom Colbert, Director of Public Works Mike Ridley, Senior Planner p CNlt .w:.....-.... . city oF eagan L1?,??? EC-1 f THOMAS EGAN MoyOr September 3, 1997 Mr. Brad Brakhage Homestead Village, Inc. 1140 Empire Central Drive Suite #450 Dallas, TX 75247 Re: Trai] Construction, Eagandale Center Industrial Park Deaz Mr. Brackhage, PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN THEODORE WACHTER CounalMembers THOMAS HEDGES City Atlministrotor E. J. VAN OVERBEKE Ciry Cierk This letter is to confirm the recent conversation you had with Pamela Dudziak, Associate Planner with the City of Eagan regazding the above referenced project that is now under construction in Eagan. The City was in error in collecting the trail dedication fee associated with the project and by copy of this letter to the City Finance Director, a check in the amount of $3,288.56 will be forwarded to your attention as reimbursement. The trail construction does remain a responsibility of your project, as identified in your previous plans. I regret the error and any inconvenience this may have caused you and Homestead Village. Good Luck on your project and best wishes for success in Eagan. Sincerel ? Ken Vraa Director of Parks and Recreation cc. . Pam Dudziak, Associate Planner Mike R.idley, Senior Planner Gene VanOverbeke, Finance Director MUNICIPAL CENTER 3830 PIIOT KNOB ROAD EAGAN. MINNESOiA 55122-1897 PHONE (612) 681-4600 PAX (612) 681-4612 iDD (612)454-8535 THE LONE OAK TREE THE SYNi80L OF STRENGTH AND GRONRH IN OUR COMMUNITY Equal Opportuni}y/Affnmative Action Employer MAINTENANCE FAqLIN 3501 COACHMAN POINT EAGAN. MtNNESOTA 55122 PHONE (612) 681-4300 FAX (612) 681-4360 TDD (012) 454-8535 Akbiu- MEMO ' city of eagan TO: DALE SCHOEPPNER, SEHIOR INSPECTOR DALE WEGLEITNER, FIItE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTMENT MIIKE RIDLEY, SEIVIOR PLANNER DIANE DOWNS, UTILITY BII,LING CLERK ROD JOHNSON, UTII,ITIES FROM: BILL BRUESTLE, SEHIOR INSPECTOR DATE: NOVEMBER 13,1997 SUBJECT: FINAL INSPECTION OF HOMESTEAD VII.LAGE ; Bi; EAGANDALE CENTER INDUSTRIAL PARK #lA The Protective Inspections Division will be perfornung a final inspection of 3015 Denmark Ave on December 12, 1997. 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. /js CD/Fbldg iirep//final insp - crnnm bldgs coF eagan . THOMASEGAN Moyar PATRICIA AWADA DCCEri1bET 17, 1997 BEA BLOMQUIST $ANDRA A. MASIN THEODORE WACHTER CouncilMembers THOMAS HEDGES WEIS BUILDERS citynaminisfrator 8009 34TH AVE S E. J. VAN OVERBEKE MINNEAPOLIS MN 55425 a+vclerk TO WHOM IT MAY CONCERN: On December 10, 1997, the City of Eagan issued a Certificate of Occupancy for the Homestead Village hotel. At that time, I witnessed the alarm test that released the magnetic hold opens for the elevator lobby doors; the system worked as per code. Sincerely, (? r William Bruestle Construction Inspector (Building) WB/js r -?? --- Z--i MUNIqPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOLI 55722-1891 PHONE (612)687-4600 FAX (612) 681-4612 iDD (612) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROVJTH IN OUR COMMUNITV Equol Opportunity/Afflrmahve Achon Employer MAINTENANCE FACILITY 3501 COACNMAN POINT EAGAN, UINNESOTA 55122 PHONE (612)6814306 FAx (612) 681-d360 TDD (612)454-8535 9-11(c537 SUBD c?-?e. • ?• ??.?• #I? B New Receip I S Receipt Date /a- ?7 7 Date n?/R/? Request for Inspection Number on this job 480465 DateFiled ' ',/23/97 ElectricalInstaller D'lASTLR ELLCl'RIC C0. LicenseNo. CA01192 Owner/Occupant Hnmavi:aarl v;iingo County DAKOTa Job Address 3015 llPnmark nvp , City Eagan Additional Rough-in inspection was required. X A shortage of fees on the above job. Reinspection Fee. A Copy of this order must be retumed with payment to the; Eagan Municipal Center 3830 Pilot Knob Road Eagan, MN. 55122 Phone: 681-4600 ? 199J Order For Payment Fee . Computation 1191 circuits 0-38ami s_J;5QFF nn 1-1 Please return this° with a clieck in the amount of $ 3750. 50 payable to the City ofEgan. The above order must be complied with by (date) ? 2 22 97 Electrical Inspector, Mark A. Mderson , PO Box 713,Shakopee, MN 55379 (612)445-2840 FFF. PATn_SjnnZ3 Ffl BALANCE DUE3$3750.50 ?O S 7? 2005 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 -9; 7 5. S o Date `?> / 2 `-? / ns $ite Address Unit # Tenant Name HA vAeSi-Qa.c? s4r,&? o sFormer Tenant Name Proper[y Owner Hfl Y`+W__5 A'2wJ H ukI Telephone #( 6.SI ) 7 f1? - I7 -7 R Contractor NOA`AA-,jGv?A fAQG"J\?(.J IAJtT?`afI?PS??wCc Addreas 9bo l 5 c:eHCe Le??-ee? IJ ?, v2 ciry Naw \-IoeQ_ ? MN State N1U Zip S5 q Zg Telephone#(-70 SqN`Sloa License# 3q57 P(\(\ Expires: 1'Z-3[-0!5' The AppGcant is _ Owner _ LI- Conhactor _ Other Work Type New Bldg _ Modify Tenant Space RPZ PVB New Repair/Rebuild _ Replace _ Irrigation system Work within public rig6t of-way/easemeut _ Yes _ No Rain aensors are reuired oa irri ation s stems. ?escriptioa of Work K 2P1QC rI`S ?i .'14 To inquire if &essure Reducing Valve is requu new service, ca11 6 5 1-6 7 3-5 646 Meters - Call 651-675-5300 ro verify that hydrostafic, conductrvity, and bacteria tests passed nrior ta oickin¢ uo meter. Imgation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" displacement $161.00 Domestic Size & Type Avg GPM Includes higN demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 mrnimum (includes State Surcharge) Contract Value $ 75(7 c7 . x I% _$ Pemtit Fee $ Meter(s) Required on all newbmldings & boalesard'vrig¢tior, srstems $ R3ilio Meter ltead If pertnit fee is $1,000 or less, aurchazge is $.50 $ eS L') State Surcharge If permit tee ie over 51,000, surchsrge Lv $.50 per $1,000 of the PernUt Fee Y - Following fees apply only when installing new irrigatioa system $ ? Water Pemut Y? Call Jerty W obschall at 651-675-3024 for required fee amoums $ Treatment Plant $ Water Supply & Storage $ State Surctiarge --------- ---------------- --------------------- -- ------ ----- - ------ - - - --- - g-? - --- - ------ - -- - -------------- ----------------- - ? S ^ Total Fee $ ? I hereby apply for a Commercial Plumbing Pennit and aclmowledge that the infocmation is comple[e and accurate; tliat the work wiu be m conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an application for a pemmi, and work is not ro staR without a peimit, that the work will he in accordence with the approved plan in the case of work which requires a review and approval of ptans. EVV(?' ?A? MiC?nu2' T. -7 ApplicanYs Printed Name ApplicanYs Signature CITY USE ONLY REQUIRED IN5PECTION5: _ U.G. _ qir Test _ Gas Test _ Raugh In ? Final PLANS SUBNIITTED APPROVED BY: '[? ?- -f- OS BUII.DING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be tested every yeaz and rebuilt every five years. Test results should be mailed to Paul Heuer at the City of Eagan. • A minimum fee pernut per address is required for the following RPZ's: new, rebuild, reosir, remove. • Water meters include copper hom(stiaina, remote wire, and touch-pad meter. METERS RE UIItING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $125.00 4-120 1-1/2" irrigation syst $ 735.00 d:splaccmmt sm coi^mercial turb1ne'" Public Works maximum must approve continuous meter size 10 2-30 3/4" lawn irrigarion $161.00 4-160 2" twbine lg urigarion sys[ $ 931.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very lg res $296.00 1/4 [0 160 2" compound bldgs wer $ 1,849.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 uri tion stems 5-100 I-1/2" bldgs 25-64 units $429.00 maximum displacement & continuous most Comm bldgs 50 METERS REOUIItING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPR: METER5 IISE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,182.00 6-500 4" compound +300 unit 61dgs & $3,563.00 syst & production very lg comm bldgs liues 1/2-320 3" wmpound +200 unit bldga $2,282.00 10-1000 6" compound +400 unit bidgs $6,076.00 very Ig comm bldgs very Ig comm bldgs 15-1000 4" turbine very Ig irrigation $2,226.00 syst & production lines Commems • To schedule inspection of ihe inside water line and back[low preventer, call 651-675-5675. • To arrange for wata turn-on, call 651-675-5300, cc: Maintenance Ihvision Clericat Tecluucian Jsnuary 2005 ? L4 LA , 2006 COMMERCIAL PLUMBING PERMIT APPLICATION ?? O S O CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date 3 / 3 / 2006 SiteAadress 3015 Qenmark Avenue unit# TenantName Homestead Studio 5uites HOtel FormerTenantName PropertyOwner Same Telephone#i§51 ) 905-1778 Contractor NORTHLAND MECHANICAL CONTRACTORS, INC. aaaress 9001 Science Center Orive City New Hope State MN Zip 55428 Telephone#(763 ) 544-5100 License# 3957PM ,_Expires: 12 31 06_ The Applicant is _ Owner 1(X ConYractor _ Other Work Type New Bldg _ Modify Space _ Irrigation System** Yes No Work in public r-o-w / easement? _RPZ _ PVB: New _ Repair/Rebuild XX Replace _ Remove Rain sensors are re uired on irri ation s stems Description of Work Replace water heater with same m/u To inquire if Pressure Reducing Valve is required an new service, call 651-675-5646 Meters - Ca11651-675-5300 to verify that hydrostatic, conductivity, and 6acteda tests passed prior to aickine uo meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" meter ]g 67.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Perntit Fee $50.50 manimum (includes State Surcharge) ContractValue $ 6,000.00 x 1% _$ 60.00 PermitFee $ Meter(s) Required on all new buildings & boulevazd irriearion systems $ RediO Metei Re3d $ .50 State Surcharge If r i e is less than $1,000, surcM1arge is $.50 If mi ee is more than $1,000, surcharge is $.50 for each $1,000 owed. " "' ' - ' - ' ' ' _ _ ' _ " " "' _ "' _ _ ' ' ' ' ' ' ' ' ' ' ' _ "' - - "' ' - ' ' ' ' ' _ _ - _ ' ' ' ' ' _ _ - _ _ "' "' _ ' ' ' _ _ " " "' "' " " "' ' ' ' - ' _ - _ ' " "' "' "' " - Foliowing fees apply when installing new lawn irrigatian system $ Water Pertnit Cal] the CiTy's Engineering Departmen; 65 L675-5646, for reqwred fee amounts ' $ TreahnentPlant $ Water Supply & Storage . $ State Surcharge g 60.50' Total Fee I hereby appty for a Commercial Plumbing Permd flnd aclmowfedge [ha[ the mfomiahon is complete and accurffie, that the work will be in conformance wiM the ordmances and codes of the City of Fagan and with the Plumbing Codes, thflt I unde[stand Ihis is not a permit, but only an apphca[ion for a pertnit, and work is mt to start wrthout a permrt; that the work vrill be m accordance w¢h the approved plan m the case of work wh?cf? qwres a revieand approval of plans. ?q RONALD TORGERSON /? ?' C? CC C? u V? D ApplicanPs Printed Name App il canPs Signatm NI/-1k 0 6 2006 ? CiTY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In ? Final PLANSSUBMITTED APPROVEDBY: ?e/zp BUILDINGINSPECTOR General Information • Radio Meter Read (required on all new buildings. Boulevard irrigation systems may require a radio read -$141.00 • RPZ's must be [ested every year and rebuilt every five years. Test resulu should be mailed to Paul Heuer at the City of Eagan. • A minimum fee permit per address is tequired for the foltowing RPZ's: new, rebuild, reoair, remove. • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS REOUIR[NG 4-HOUR ADVANCE NOTICE PRIOR TO PiCK UP CPM METERS USE PRICE GPM METERS USE PRICE 1-26 5/8" residential $130.00 4-120 1-1/2" jrrigatiOn SySt $ 827•00 displacement or turbine'"* public Works maximum small commercial must approve continuous meter size ]0 2-30 3/4" lawn irrigation $167.00 4-160 2" turbine large irrigation $ 1,040.00 maximum displacement residential system & continuous or production lines 15 small commercial 3-50 1" displacement large residential $210.00 I/4 to 160 2" wmpound bldgs over $ 1,962.00 bldg to 24 units 65 units maximum small commercial & continuous & large comm bldgs 25 irri ation s stems 5-100 1-1/2" 25-64 unit 61dgs $515.00 maximum displacement & continuous most comm bldgs 50 METERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS U3E PRiCE CPM METERS USE PRICE 5-350 3" turbine very Iarge irrigation $1,394.00 6-500 4" compound +300 unit bldgs $3,864.00 system & production & very large lines comm. bldgs 1/2-320 3" compound +200 unit bldgs $2,516.00 10-1000 6" compound +400 unit bldgs $6,436.00 very large very large comm bldgs comm bldgs 15-1000 4" turbine very lazge $2,495.00 imgation systems & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange For water turn-on, call 651-675-5200. cr Utility Division Systems Analyst Januery 2006 ? ? ?2Qg???(?Jv ERCIAL MECHANICAL rE?iT ArrLicATioN ? l'? '? Ci ty Of Eagan ??Ay 1 1 2006 3830 Pilot 55122 Telephone Please complete for: commercial/indusffial buildings multi-family buildings when sepazate permiu are nol required for each dwclling unit 0" ?'C) ?'? Job 06-493 nate 5/ 10 1 2006 site srreec naaress 3015 Denmark Avenue Unit # Tenant Name (if applicable) HOfT1BSt2ad StUdlO SUIt@S Previous Tenant Name Property Owoer Telephone # ( ) Contractor Northland Mechanical Contractors, Inc. Street Address 9001 Science Center Drive city New Hope stare MN ziP 55428 Telephone# ( 763 ) 544-51 no Bond #: 104069667 Expires: 8/15/06 The Applicant is Owner X Contractor Other Work Type NewConstruction _Interiorlmprovement _InstallPiping _Processed _Gas UndeNA6ove ground Tank Install Remove When installing/removing tank(s), call for inspection by Pire MaCSI1aI Fil)dPlumbing Inspector Nature orwork: Replace the existing residential type outdoor condensing units. Permit Fees: $70.50 Underground tank installation/removal $50.50 Minimum (includes State Surcharge) or Contract Value $ 8,000.00 M [El I% ' $ 80•00 Pertnit Fee $ .rJO StateSurcharge MAY 1 b 7006 If oermit fee is less than $1,000, add $.50 If permit fee is more than $1,000, surchazge is E.50 for every $ (,000 owed. $ 80.50 Tatal Fee I hereby apply for a Commercial Mechanical Permit and acknowledge that the informa[ion is comple[e and accurate; that [he work will be in conformance with the ordinances and codes of [he Ciry of Eagan and with [he Mechanical Codes; that [ understand this is not a permik but only an application for a pertnit, and work is no[ 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. Ronald Torgerson 612-369-1132 ApplicariYs Printed Name ApprovedBy: Inspector GC? AfphcanPs SignE'atu Date: Required Inspections: - U.G. - R.I. _Air Test - Gas Service Test - Infloor Heat ZFinal 2007COMMERCIAL PLUMBING rERMiT nrrLicnTioN ? CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 nace s/1do7 i Site Address 101r, n?,,,?rk a Unit # Tena¢tName Homestead Villaqe Former Tenant Name Property Owner Extended Stay America Telephone#( ) Contractor Address 575 Minnehaha AvP WPSr City ci- p I State MN Zip 55103 Telephone#( 631 454-6645 License# 4157PM Expires: 1/31/07 The Applicant is _ Owner _ Contractor ]xx_ Other Work Type New Bldg _ Modify Space _ Irrigation System** Yes No Work in public r-o-w / easement? RPZ PVB: New _ Repair/Rebuildxx Replace _ Remove Rain sensors are re uired on irri arion s stems Description of Work Rebuild RPZ To inquire if Pressure Reducing Valve is requ'ved on new service, call 651-675-5646 MeteTS - Ca11 65 1-675-5646 to verify tha[ hydrostatic, conducuvity, md bacteria tests patsed prior to oickine uu meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" meter 174.00 Domesuc Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Pex7tllt Fee $50.50 minimum (includes Sta[e Surc6arge) ContractValue $ x 1% _$ 50.50 PermitFee $ Meter(s) Required on al] new buildings & boulevazd irrieation systems $ Radio Meter Read $ State Surcharge If neimit fee is less than $1,000, surcharge vs $.50 If penmit fee is more than $1,000, surcherge is $.50 for each $1,000 owed. ' ' ' _ "' "' ' ' - ' "' - _ ' "' - ' - - ' ' ' ' ' ' ' ' ' ' ' - ' ' ' ' " " - " " "' ' ' - "' ' ' ' ' _ ' _ - " - _ _ ' - t "' ' " - ' ' ' ' " "' ' " - "' ' " " - ' "' " " " "' " "' ' "' "' "' "' ' _ ' ' "' "' - ' "' Following fees apply when installi evy?vY?? e? b?'k??s$ Water Peimit Call the Cit}+s Engineering Depazhn-?,'¢?TS?'8?r?ui edfe unts $ Treatmen t Plant ?AY p g 200? $ Water Supply & Storage $ State Surchazge g Total Fee 1 hereby apply for a Commercial Plumbing Pertni[ md acknowledge that the information is completc and accum[e; that the work will be in confoemance with the ordinances and codes of the Ciry of Eagan md with the Plumbing Codes; dtat I understand this is not a pernvt, but only an applieahon for a perau[, and work is not to start wi[hout a peemit; tha[ the work will be in accordance with the approved plan m the caze of work which requves a review md approval of plans. Paul Rascher ApplicariYs Printed Name Applicants Signature I g0,65- zoo7 COMMERCIAL PLUMBING rExnziT arrLicaTioN CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 5,,5b Date 5 / 31 / 07 Site Address 3015 Demmark Avenue Unit # TenantName Eatencled cta)- FormerTenanfName PropertyOwner Homestead Villaqe Telephone#( ) i Contractor Dakota Mechanical Address 575 Minnehaha Ave WaGt CitySt. Pa+?? State MN Zip 55103 Telephone#651 ) 454-6645 License# 4157pM Expires: 12/31/()7 The Applicant is _ Owner Contractor gx Other Work Type New Bldg _ Modify Space _ Irriga6on System** Yes No Work in public r-o-w / easement? ?RPZxx _ PUB: New _ Repair/Rebuild xx Replace _ Remove Rain sensors are re uired on irri ation s stems Description of Work Rebuild RPZ Tn inquire i£Pressure Reducmg Valve is requved on new service, call 651-675-5646 Meters - Call 651-675-5646 to verify that hydrostatic, conduciiviry, and bactena tesYS passed prior to niekinE u n meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless small er size allowed hy Public Works Fire Size & Pxice 3/4" meter S 174.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes No PRV Required _ Yes _ No Permit Fee $50.50 mammum (includes State Surcharge) ContractValue $ x 1% _ $ PemutFee $ _ Meter(s) Required on all new buildings & boulevard ittieation svstems $ Radio Meter Read $ State Surcharge If pertnit fee is less than $1,000, a¢rcharge is 5.50 If pemiit fee is more [han $1,000, surcharge is $.50 for eac6 $1,000 owed. " " " " " "' -' " " " "' -' " " " " "' " " " " " "' " " " " " _ ' " " " " " " " " " " " " _ _ _ _ " " " "' -" " " " " _ _ _ " " " " " "' " " " "' _ " " " " " " _ ' -"' " "' "' "' " " " "' " " _ _ Following fees apply when installing new lawn irrig io¢sy $ Call the Ciry's &ngineenng Department, 651-674e u? 9enas Rfater Permit 0 $ Treatrnent Plant ?? $ ,)uN 0 1 1007 ? Water Supply & Storage $ State Surcharge $ 5D _ V;O Total Fee I haeby appty for a Commercial Plumbuig Penmt and acknowledge that the mforml[ion is complete and accura[e, thaz [he work will 6e in conformance with the ordmances and codes o£ [he City of Eagan and with the Plumbmg Codes, that I understand this is noi a permit, but only an application for a permit, and work is not to start without a permiT, ffiat the work will be in acwrdance wifh the approved plan in the case of work which ra7uires a review and approval of plans. Paul Rascher Applicanc's Printed Vama ApplicanYs Signature _ Us_e_BLUE _ or BLACK Ink ~-ForOlficaU -..----j . Gil I Permit* 1 of Eap 3830 Pilot Knob Road w I Permit fee: 0 ~ Eagan MN 55122 I Phone: (631) 675-6675 bate Received: C ~l 2' Fax: (651) 675.5694 Staff: 2012 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: l Site Address: 30 blN nAAV K A y E Tenant: _ ~Ej l ~r~ V V L IBC, Suite PROPERTY OWNER Name: Phone: Name: License C- CONTRACTOR Address: Sk. Pav State:MAJ zip: Phone: Email: TYPE OF -New _Replacement s Repair X Rebuild Modify Space Work in R.O.W. WORK Description of work: Q E a u l ) P\P L- COMMERCIAL Ne;v Construction Moil y Space Irrigation Systom X-e ;s`71-no) (X_ RPZ I _ FVB) • Rain sensors required on irrigation systems • PERMIT TYPE . Avg. GPM (2" turbo required uNess smaller size al!cwed by PublicWorks% Meters Call (651) 675-5646 to veri!y Iliat teas Destsed prior to DWino u,2 meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? --Yes Flushometers __Yes No COMMERCIAL FEES: $60.00 Minimum (includes 55.00 State Surcharge) OR Contract Value $ x1% Permit Fee Required on ALL new buildings and boulevard Irrigation systems 4 Radio deter Read - If the Permit Fee is less than $10,010, the surcharge Is K00 $ M@~~s) [Oft P nal Fee is > $10,010, the surcharge increases 6y $.60 for each S11,000 Permit Fee e. a S10,010•s11,000 Permit Fee requires a $5.50 surcharge S State Surcharge Following fees apply when installing a new lawn irrigation system S ltdatw Per, n'.1 Contact thu CttVs Engineering Department, (651)675-5646, for required r*.e amounts. $ Treatment Plant S b': aler Supply & Storage r~. $ State Surcharge TOTAL FEE_ CALL BEFORE You DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utlNes. 1 hereby ::ckaiv.,dedge that this infortraflon is complete and accurate; ttai: teas work will be nfonnarzd with the ordir a and rodos of the City of Eagan' that I understand this is not a pemit, bu: ordy an application for a permit, an is not uA t rt that the work WIN be in accordance with the approved plan in the one of work whit requires a review and app of ns. i x ~AtS SSG X G Applicant's Printed Name Applicant's Slgnltture .FOR OFFICE USE Approved By:. date; Required InsAeciians: tlndef>0rot[ri.l. Rough-!n gst _t3at3Test Firiat PRN Rac}niro¢: -.Yes No - Page 1 of 3 Dec 11 12 05:54p Lifesaver Fire Protection City of Ea�all 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 7634759076 p.1 Use BLUE or BLACK Ink For Office Use// Permit #: 102 Permit Fee: CCS 0 Date Received: 17f Staff: 2012 FIRE SUPPRESSION SYSTEMS/�PERMIT APPLICATION* P-1 Date: I _J 11 (1' Site Address: V kS fl!CX , \—e., ��ct 1 _� p Tenant: ilCJt" .,%t-cCkait C 1L;,� 10 $ Suite #: PROPERTY WNER O Name:kk irjd, l�J.(,�A 0 cj 1. Address / City 1 Zip:?)0 )0 I J \ !U N onaf� � Ec co n 55i2.1 �/ Applicant is: Owner rs Contractor TYPE OF WORK Description of work: D`( On -e., IrCifl 1 �6 1 6 t� b S -r O Y LJ1 Construction Cost. ' Estimated Completion Date: CONTRACTOR $ 040 Name: t/t, Lr YC✓ 1''1 b\e 1 ‘ License #: Address: 1�ttcs[t Loco City: en Y1t',.L.ti -(�_G L. \VC��ili fY ) State: Li `V Zip:5: )g21C. :c e.Vtc .-vC 1 , COYr'-N Contact: -.LLC) &L CA 1(C))" 1-6?_;. 2- �FIRE PERMIT TYPE /(-// Sprinkler System (# of Fire Pump Other: heads 1 )_ WORK TYPE New _ Addition _ Alterations _ Remodel Other: if €C( 1 Standpipe DESCRIPTION OF WORK: _ Commercial _ Residential _ Educational FEES $60.00 Minimum (includes State Surcharge) OR $10,010, surcharge is $ 5.00 surcharge increases by $.50 for each $1,000 Permit Fee requires a $ 5.50 surcharge) Contract Value $0 x 1% = $ Permit Fee - If the Permit Fee is less than - If the Permit Fee is > $10,010. Fee = $ Surcharge (i.e. a $10,010-$11,010 Permit _ $ vit, TOTAL FEE 3/4" Displacement Fire Meter - $231.00 = $ Fire Meter = g TOTAL FEE b `Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to e use 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 t 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 b n - • dance with the.approved plan in the case of work which requires a review and approval of plans. ' f . ..."-- x UC�i7�i Applicant's Printed Name J xt ARO Cc) I I for V ; re for Ay / Ju Pa)q90- %530 Dec 11 12 05:54p r Lifesaver Fire Protection 7634759076 p.2 301 63/1y-Y)cx:1k.0 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.00pherstateonecall,oro REQUIRED INSPECTIONS ,HydrostatIc Flow Alarm Drain Test Trip Pump Test . Central Station Conditions of Issuance: 2013 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: / 3 I/ 3 Site Address: 30 s ._�.� i r►s r e ea u� S 5l2 Tenant: tG�e & - '94-1:17 J y rll ai;i°;,. ;ii..I• ,.I,:i�);411;"iIJllril II r+I11'llPrli Iii+'.•: ,•. f�lEi J'll'i II��::•i:'+ 1 . Ilu,lI i Ifllrn.,lq,l �1�1. I I •1.., .,, tj:yl'ii rl,j rrl Ill l'llir' Irl (•'� I li',1(.. Illl�ir.`I,f;j•jl^,ilk lu!:d: rilli,ll�rulb�:.rl,,�i J1^111 n,,r lb.i r 1i I II r i'i'i:'ll'j•:,p��,,:,r{ ) it i, :1..:F.;, Il;..l IjI, r•. I:,ii Glll�rhn•ifliS%�Ifi�'li�ti.il?.aa(1:11,r'a� 111{i111!,!:ill'11f1i;: Pllliiy`j11 j , Il 1'hriiiJ1f:i r,. Il illi !Ilaili;rl+;Iwi�iPl��tLeL'.I!i;11�1E+ WV 01/31/2013 14:06 6515012005 City of Eaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 LOW VOLTAGE INTEGRAT PAGE 01 Use BLUE or BLACK Ink For Office UsefiX1OTL Permt#: Permit Fee: /00 Date Received: f -3 Staff: 11. 'f.l .,Iii; ) :ij:;j'�i;;liti` ' �1'r�'i`it;l•J(.'"`r;il.'j('`.I�ii'�.il-r �I{;I�:.;;p:dlry Illi,l:,if�,1.;111°'^1%lillir+:;'If.),:ii; �11r'�I''i �r'fi '..Iljr� (.: 11 crfl i,il al �� I i) II il'%1.1,;11,, I�! II'i,:-, .,..c i(y�Y1�+Yjll,,1;1 lilja!!1'i:'rr IL1 1 II it l.:,j�,: I' II ii lirI;+:•1;i ilgy, I .l.,l ,, �j 11 y+;;::�. 1�11� 'fn.11"• ;II:i I I' I I it ,Y JIdi1 ',I•,IA.. ti' 1. i Iall.:r,•��r�.I LLd I. •:,L.••,1.. -.:.:.,•i-. •'. 1. P I'1I i1 J Suite #: Name: Phone: Address / City/Zip: Applicant is: Owner Contractor Description of work: 1'n(! Construction Cost Estimated Completion Date: 10 ") 3 Name: LowVOi I e-- �t'.4{'rta License #: lj Address: 651.2 Sm City:©q State: AA4/ Zip: .55i Phone: &S(— / /1 ,�/��0 Contact: i ! '' D Email EJQ ` LV ,fp New Addition Alterations Remodel Other: DESCRIPTION OF WORK: •� Commercial _ Residential _ Educational FEES $60.00 Minimum (includes State Surcharge) OR *If the project valuation is over $1 million, please call for Surcharge Contract Value $ _ $ L o. Do Permit Fee = $ -� Surcharge $ 6 0 .; OO TOTAL FEE x 1% *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information Is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is nota 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 t case of work which requires a review and approval of plans. x _7r�N1 t'I� iLS r' Applicant's Printed Name OPFItt s Sign Reviewed By: iihal " . rti''Ala,rm • II 41,111'. CityofEaaan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use (� I, Permit #: 1 1 c2 2 (40 Permit Fee: ,15 Date Received: 1) I a 5 j13 Staff: �7 2013 COMMERCIAL BUILDING PERMIT APPLICATION,/L/ Site Address: 3Q15 DI1��i Rve. £PGl��, iJ /I S1/45* /R (Tenant is: New / Date: 11 Ja5J3o13 Tenant Name: e--xd'E'AGL'ecte 6-1-01 Former Tenant: Existing) Suite #: Pre e y Oai er + ¥ � Name: + i &'( 3 -1 -Ay 7 7,e: I Phone: l Oen 4vse a a4 k M? iS /A Address /City /Zip: 3045ls � � t'�')r � � 1� r� Applicant is: Owner Contractor 64,9 or Typf k Description of work: ,€_ ?00- '-' (4S 1+ skin J1 s Construction Cost: 5O (36°m 5 d � � on ad Name: ASS oc 1 01-1-ei. (.-604/i) 5 License #: stit< h; 11 V4lle�/ 240 €d, i il g icer— Address:(� QcS City: State: IwJ Zip: 070 ( Phone: '& -777 ci0`>!'-1 Contact: 1L C`A 4'QtrC1/4... Email /.lJct�a�lag dli ft ct 1 Cpb\ Ar,Gh�e� it/Eng nee Name: Registration #: Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone #: l`OTE Plans and supporting document tha lou submit are co cider to be public inform Iron �Po tions of , the informat► n may be classified as non, p blic rf your provide, pecons hat would permit the City t conclude.that they re trade: etre CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for 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. /, c' 4 i/Z A icant'sPrinted Name Page 1 of 3 Use BLUE or BLACK Ink '� r---------------- I . I For O�ce Use �4-� I � E7'- � I � �� Permit#: • I Cit of �� a� ,�� , .6� , � � I permit Fee: � � 3830 Pilot Knob Road � `� � I Eagan MN 55122 � Phone: (651 j 675-5675 � i Date Received: i Fax: (651)675-5694 I � � Staff: � , �-----------------� II 2015 COMMERCIAL FIRE ALARM PERMIT APPLICATION* I Date:_1/22/15 Site Address:_3015 Denmark Ave, Eagan, MN 55121 Tenant: Extended Stay in Eagan Suite#: ' Name:_Extended Stay in Eagan Phone:_651-905-1778 �� '� Address/City/Zip:_3015 Denmark Ave, Eagan, MN 55121 ' Applicant is: Owner X Contractor TY� t�f Wc�rk � Description of work:_Provide and install Carbon Monoxide Detection System w/offsite monitoring Construction Cost: $5150.00 Estimated Completion Date:_10/04/14 Name:_Integrated Fire&Security License#:_TS001702 Address: 7180 Northland Circle#138 City: _Brooklyn Park :��i�l"I��Q[' . � — � � � State:_MN Zip:_55428 Phone:_763-478-2058 Contact: John Torborg Email:_jtorborg@ifs-mn.com New Remodel ' �'�r��"�' Aad�t�on Other. ' X Alterations DESCRIPTION OF WORK: X Commercial Residential Educational FEES Contract Value$ 5150.00 x.01 $55.00 Permit Fee Minimum =$_55.00 Permit Fee "If contract value is LESS than$10,010, Surcharge=$5.00 ""If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 -$_5.00 Surcharge* *"*If the project valuation is over$1 million, please call for Surcharge _$ 60.00 TOTAL FEE *Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. �� x_John Torborg x Applicant's Printed Name App' nt's Signature -�3�t t�F�1L`�:..1.�� ,: �� ' �w+��'r. ��' . ��„ �,,.,, �-J `� -� r.�� .�:.�� —�. � �..� � �. � � : _q4 Requir�id Ir►��tior�. 'F�� =Jn F��t. ��ir�Al��'C'esf' �� ' .�.�� :� Jul 16 1512:12a Jim Murr Plumbing 6514574256 p.1 ��Q f ��y�� Use BLUE or BLACK ink �— --, ,�I,� For Otfice Use i � (..�'l.�" � � �,� �"�� ' �� n{��n�nn � Pertnit#: '1 � Ul Q Qll � ' 3830 Pitot Knob Road � j Permit Fee: v t Eagan MN b5122 1�� `��-��-`�� I Date Received: � Phone: (651)675-5673 -- � `� ' ; I � Fax:(651)675-5694 , � Staff_ j €,� . ' (�.. f..... S Li L,t.�� ______��__J 2015 COMMERCIAL PLUMBING PERMIT APPLICATIOhI ', ❑ Rlease submit two(2)sets of plans�nrith all commercial applications. ' oate: Site Address: 3�l� ��K ��'� �', Tenant: g��e� ' II � Properly � � i OWII� s Name: ��T�-'��%� �� 1�L- Phone: � I �,__..._,.._�,...:.,�..�.�. � t i t f� � � � Name: '� �y��u'�V°� ��i/G License#: 27c� /'2.� /Dl.�'� � ; Contractor ; Address: (FO (7 � � �� c�cy: l,l.�:�c� State:�Zip: S'��%�� i � ' � Phone: ��`��l�3 3� Email: ��/�r1dZv� v`�f c�jY�ltc • L� �*�,-� � ,:_...,.,�....._ _ ---- - ""i s �'� ` New ,�Replacement _Repair _Rebuiid _Modifjr Space Wark in R.O_W_ � � T y p e o f W o r k � — — � F Description ofwork: !/'1.n,4�i.�� {,c.)t�'� �J�� ' ' .� ;. - _.�,,,u� --� �_,�� .. .� � j CaMMERCIAL _New Construction Modify Space j ;� ; _Irrigation System(_yes/_no}�RPZ/ PVB) " � • Rain sensors reQuired on irrigation systems s = Permit Type . Avg.GPM {2"turbo requ9red unless smaAer size allowed by Public Works) 4 i ' � ; � _Meters Cali(651)675-5646 to verity that tesis passed ariot 10 oickina uo mei�. � � Domestic:Size&Type F��; � � �� Avg.GPM High demand devices�_Yes_No Flushometers_Yes No � ; --- — � COMMERCIAt FEES � Contract Value$ x.07 � ` �60.00 Permit Fee Minimum, inciudes State Surcharge =� permit Fee � � � a ''If contract value is GREATER than$2,010,Surcharge=Connact Value x$0.0005 =$ Surcharge' � : If the project valuation is over S1 million,please call for Surcharge � ;� _$ ��/_ �`�'� TOTAL FEE � f Following fees apply when installing a new lawn irrigation system $ water Perrnit � � Contact the City's ERgineering Depanment,(651)675-5646,tor required fee amounts. $ Treatmeni Plant � � Water SuppFy&Storage � ; { ;.____.�,___y_„�_��_�_____4�� $ State S�charge � � � _$ TOTAL FEE � CALL BEFORE YOU DIG. Call Gopher Shale One Call at(651)454-0002 for protection against underground utility damage. 1 I herehy acknowiedge lhat this informat�on is complete and accura[e;that the work will be in confo►mance wilh the ordinances and oodes of ihe City of Eagan; that I understand this is not a permil, 6ut only an application for a pertnit, and work is not to start wi1F�t a pe►mit; that the work wil! be in accordance vuith Ihe app�oved plan in the case of work which requires a review and approval of pla�s. x 4`�`�Z'�� 1'��c 2� x �- �+ °L- Applicant's Printed Name Applica s 5ignature FOR OFFICE l3SE Approved By: Date:� Required Inspec6ons: _Under Ground _Rough-In _Air Test _Gas Test Fina1 PRV Required:_Yes_No Mefer Related Items: Meter Size Radio Read Manometer Staff: Page 1 of 3 For Office Use .,. i i ,f . - - v,.. Permit#: 5 33-9-e. ::: :::: EAGAN Permit Fee: 62051) ..-. DEC 102018 Date Received: I a-1° 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 � � ` ` C (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buildinginspectionsCc7r cityofeagan.com ,I ii -, L 4Y____. 2018 FIRE SUPPRESSION SYSTEMS\ PERMIT APPLICATION Date: Ig).. -""5- i Site Address: ---.?•_01 5 ' iil\..tkilcir-K-AC. Tenant ln(lP -,A-`'t. ✓ {► ,AA'l'Cc__ Suite#: 0 Requirements: 2 complete bets of drawings and specifications,cut sheets on materials and components 1 Name: N - Phone: Property Owner Address/City/Zip: Applicant is: Owner Contractor Type o.—ork Description of work: '` 1'kQile‘;,,,,v \t4 C4Cti‘ v\,,.. tiLIA wki:34-1/4/‘ k?& Q Ij ui e.i 11cd dw .2 Construction Cost: Estimated Completion Date: 0 Name: SUMMIT FIRE PROTECTION License C-075 . ;r, Contractor Address: 575 M I N N E HAHA AVE W city: ST. PAUL PI State: MN Zip: 55103 Phone: 651-251-1880 f Contact: 1$ \AY-,V-5 - Email: sprinklerpermit@summitcous.com FIRE PERMIT TYPE WORK TYPE 1°Sprinkler System(#of heads L ) New _Addition Fire Pump _Standpipe ?"Alterations _Remodel Other: Other: * DESCRIPTION OF WORK: Commercial Residential Educational FEES Contract Value$ /CM x.01 $60.00 Permit Fee Minimum =$ 60 , cic) Permit Fee Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ + SO Surcharge $100.00 Residential New(includes State Surcharge) .$ 60 , S0 TOTAL FEE 3/4"Fire Meter-$290.00 =$ Fire Meter =$ tie-1 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaqan.com/subscribe. 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 i rdance with the ap rove 1 plan in the case of work which requires a review and approval of plans. Applicant's Printed Name App lint's Signature 15333 FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station i Final Conditions of Issuance: Permit Reviewed by il� Date: / /0 I EAGAN 3830 PILOT KNOB ROAD( EAGAN, MN 55122-1810 (651) 675-56751 TDD: (651) 454-85351 FAX: (651) 675-5694 Plan Submittal: eolanst citvofeaaan.com For Office Use (,, Permit #: 15 UQ "� Permit Fee: Staff: ✓'� j ayment Recvd: Yes _No ans: s.10 Electronic uC' Paper 2019 COMMERCIAL BUILDING PERMIT APPLICATION 10/03/2019 3015 Denmark Ave, Eagan MN 55121 Date: Site Address: ESA Management Tenant Name: 1 (Tenant is: New / Existing) Suite #: Former Tenant: Property Owner ESA Management 646-275-2949 Name: Phone: 11525 N Community House Rd, #100 Charlotte NC 28277 Address / City / Zip: Applicant is: Owner ✓ Contractor Type of Wort( Remove Existing Shingles and Replace with new shingles Description of work: $38,000 Construction Cost: Contractor Associated Roofing Name: License #. 90 Washington Valley Rd Bedminister Address: City: NJ 07921 305-956-8148 State: Zip: Phone: Jacob Ristich Jake.r@associated-roofing.com Contact: Email: Architect/Engineer EMG Corp Name: Registration #: 10461 Mill Run Circle, Suite 1100 Owning Mills Address: City: MD 21117 800.733.0660 x 6461 State: Zip: Phone: Justin Yotter jyotter@emgcorp.com Contact Person: Email: Licensed plumber installing new sewer/water service: Phone #: MOTE Plans and supporting documents that you submit are considered to be public information. Portions of the Iron may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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.citvofeaaan.comisubscribe. 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.aooherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Jacob Ristich x Applicants Printed Name x Applicants Signature For Office Use k..21-11 Permit#: `'`� a t r a a �( G „� Permit Fee: a�..♦ owr/ EAGAN ECEIVED Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 NOV 0 6 2019 Payment Recvd: _Yes tlo (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Plan Submittal: eplanst cityofeagan.com BY. LPlans: lectronic Paper • 2019 COMMERCIAL BUILDING PERMIT APPLICATION Date: N)V (i'r ZO l 9 Site Address: -3 v 1 S 'I1M47-K / -GGv.1r t aJ S SIZI Tenant Name: O St y 40)l21C4- (Tenant is: New/ X Existing) Suite#: M 41-TIRE Former Tenant: 1- Name: EE---m STA' A weivc,4- Phone: r I 05 1-7 ,8 Property Owner Cog r' Address/City/Zip: 1152S S IJ, Go,M vii-wr it s -- j2cl. Ci 2wri N G 23277 Applicant is: Owner >kl Contractor Type of Work Description of work: l . f VAX_ RCP -) Construction Cost: 42063 a c�c7 • Name: f}13.►Ti p- , C..•_ License#: Address: '3225 M° LCDD fin/ " City: t V &4#cI 4 V Contractor , / p State: !v v Zip: g ‘12--- i I Phone: `I C. Gs- 2/9-I Contact:1/A-vI1 glati Email: c1 pc?Y'rtt et 1 ca 1.-4G-krz•def- Name: 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. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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.citvofeaoan.com/subscribe. 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.aooherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in co formance 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 wo- is of • tart without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approv. of pla i './A Applicant's Printed Name Applican -'ig Tture DO NOT WRITE BELOW THIS LINE 4.- gee-- - .- g-es SUB TYPES 77) l(Y]f '� 7 ) _ 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 n r Valuation ��00 Occupancy ��2-Z MCES System Plan Review Code Edition w► ' Ai SAC Units (25%_100% ) Zoning ink City Water Census Code Stories Booster Pump #of Units Square Feet PRV — #of Buildings Length Fire Sprinklers `r/ Type of Construction 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 Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking _Insulation _Ice&Water _Final Meter Size: Siding:_Stucco Lath _Stone Lath _Brick_EFIS Electronic Set of Final Revised Plans Windows Fireplace:_Rough In _Air Test _Final Final/C.O. Required Pool:_Footings kAir/Gas Tests _Final Final I No C.O. Required Final C/O Inspection.Ssaed.Ltle Fire Marshal to be present: Yes No 7 Reviewed By: , Planning New Business to Eagan: Reviewed By: i/ / , Building Inspector FEESWater Quality 41.Base Fee �6 S6 1.5 Storm Sewer Trunk / Surcharge # ebb_-gi" Sewer Trunk Plan Review 1 it 07 6 • 151 Water Trunk MCES SAC — Street Lateral City SAC f Street S&W Permit& Surcharge - Water Lateral - Treatment Plant — Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: i CV Trail Dedication TOTAL: Z 8 33 J Page 2 of 3 RECEIVED DEC1 6 For Office Use v t r s 1. 2019Permit#: � -T7� � tEttr t • ' r• E AG A N I � Permit Fee: ,.� Staff: 'r l 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 Payment Recvd: YesNo (651)675-5675 i TDD:(651)454-8535 I FAX: (651)675-5694 Email:buildinginspections( citvofeagan.corn Plans: Electronic 0 Paper Plan Submittal:ejlans(d cityofeagan.cor 1: 2019 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive Date: 12/16/19site Address: 3015 Denmark Ave Tenant: Extended Stay Hotel suite#: Property Owner Name: Extended Stay Hotel Phone: Name:A R Engh Heating and Air Conditioning License#: PC005583 Contractor Address: 150 Olsen Blvd N E PO Box s` 7Cokato M N 55321 Cit : State: Zip: Phone:320-286-2020 email: andy@arengh.com New Construction Addition Modify Space Replacement t✓ Repair Rebuild Work in Right-Of-Way Description of work: Re install showers and toilets Type of Work Irrigation System(_yes 1_no)( RPZ/*PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required-Call Utilities at(651)675-5200 to verity tests passed prior to picking up meter, Domestic:Size&Type Fire: 1 Average GPM High demand devices? Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ 11,200.00 x.015 $60.00 Permit Fee Minimum168.00 $60.00 PVBIRPZ Permit(includes State Surcharge) $ Permit Fee $ 5.60 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call City for Surcharge $ 173.60 TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $i Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required tee amounts. $ Meter Fee $ Radio Read $ State Surcharge d , 173.60 $ 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.c omtsubsc ribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(€51)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 'II be in accordance with the approved plan in the case of work which requires a review and approval of plans. ,Andrew EnghApplicant's Printed Name Applicant's Signature Page 1 of 4 . . 7 — -- 77.qt7'4 FOR OFFICE USE (('v Approved By: Date: ( 1f6 Required Inspections: _Under Ground _Rough In Air Test _Gas Test ‘ Final PRV Required: Yes No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 2 of 4