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4300 Dodd Rd Use BLUE or BLACK Ink r For Office Use OF Z.4 'I Permit#: / v. . a 6 J APR 26 2018 Permit Fee: o 1$1.+s�+ ° $ Date Received: 3830 Pilot Knob Road I Eagan MN 55122 Staff: Phone: (651)675-5675 I Fax: (651)675-5694 buildinginspections@citvofeagan.com 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 4-26-18 Site Address: 4300 Dodd Rd Tenant: Pinewood Community School Suite#: 0 Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components • a Name: Pinewood Community School Phone: Property Owner ( Address/City/Zip: 4300 Dodd Rd A••licant is: Owner X Contracto _ Description of work: Fire Suppression m � �� I � D Type of Work P System Upgrades d� �GQ 1��c� • n � G f a Construction Cost: $4,153.49 Estimated Com•letion Date: Already Completed Name: Total Fire Protection License#: C050 Address: 1004 7th Ave NE • City: Brandon Contractor fi State: SD Zip: 57005 Phone: (605)582-2400 Contact: Merissa Schlepp Email: mschlepp@tfpsd.com ,, � FIRE PERMIT TYPE u,_ .�... .... ............. ... . .�_ WORK TYPE .... �.._.... .... _.. _�...� X Sprinkler System (#of heads 1 _ Y ) New —Addition —Fire Pump —Standpipe X Alterations _Remodel Other: Other: DESCRIPTION OF WORK: Commercial ____Residential –Educational FEES Contract Value$ 4,153.49 x.01 $60.00 Permit Fee Minimum _$ 60.00 Permit Fee Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 2.07 Surcharge $100.00 Residential New (includes State Surcharge) _$ 62.07 TOTAL FEE 3/4" Fire Meter-$290.00 =$ Fire Meter _$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit, but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. v� x x ,/e5142.4ct SeiteeNt Applicant's Printed Name Applicant's Signature / 9/ FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: ff Permit Reviewed by: Qr. 3 Date: / ' / l Use BLUE or BLACK Ink r For Office U 1 I ~C~ 1 City of EaRd~ ~ Permit#: J ~ I . I Permit Fee: I 3830 Pilot Knob Road Eagan MN 55122 1 Date Received: I Phone: (651) 675-5675 1 Fax: (651) 675-5694 1 staff: -----------------I 2011 COMMERCIAL BUILDING PERMIT APPLICATION Date: Site Address: I o A Rc/~ Tenant Name: (Tenant is: New / Existing) Suite Former Tenant: PROPERTY OWNER Name: Phone: Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: eoc-A rd <,z :4,~.-.,4% Construction Cost: %3. DL7~J CONTRACTOR Name: BV-4,s Fad, License ..i Address: -25-'10 C R;A_CAi" ~ ~,z( Ckl_ City: ~4 U-' M ~y State: h 1J Zip: S- LC c'( Phone: 6 5-1 7 10 Contact: 7 ~e_Vi G h So%-, Emai1: i~c-Qti M!S i-A"C>S dk ARCHITECT / Name: ~_1111-srliik-l ;111; Registration ENGINEER Address: 9 ) k 2-0 Bc~ 9-:-' Xe City: State: J''I ti Zip: ~Sy2Z, Phone: Contact Person: & 6 -5cj t 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 the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the woyrfk will bea\ in accordance with the approved plan in the case of wo* which requires a review and approval of plans. x 51,C I/ -iItF ✓ ~Y'~. c~✓4 X ` - Applicant's Printed Name Applicant' Signature Page 1 of 3 ~60 DO&I k' J, DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Public Facility _ Accessory Building - Apartments _ Commercial / Industrial _ Exterior Alteration-Apartments _ Lodging _ Greenhouse/ Tent _ Exterior Alteration-Commercial Miscellaneous Antennae Exterior Alteration-Public Facility WORK TYPES - New _ Interior Improvement Siding _ Demolish Building* - Addition _ Exterior Improvement Reroof Demolish Interior Alteration Repair Windows Demolish Foundation - Replace _ Water Damage Fire Repair _ Salon Owner Change - Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100%_) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation Other: Drain Tile Pool: -Footings -Air/Gas Tests -Final Roof: -Decking -Insulation -ice & Wate Final Siding: -Stucco Lath -Stone Lath -Brick Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: chhedule Fire Marshal to be present: Yes No Reviewed By: ML- , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Water Quality Surcharge Water Supply & Storage (WAC) Plan Review Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL Page 2 of 3 Use BLUE or BLACK Ink ur if;ice U,,, J f p~ Permit Co1 Eania / n 'JUL 1 4 RG~ I Permit Fee: ✓ ~CJ~ I 3830 Pilot Knob Road _c, Eagan MN 55122 l I Date Received: 7 Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: 2010 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: 9111115 Site Address: '136b Oodd Road, Fa W IPIV 55 ,3 3 Tenant: PG i m-l o cC Suite PROPERTY OWNER Name: 150 194 Phone: Address / City / Zip: i 4gg5 btamr"dlPa-4 t~ AL ad-, fW ' &AA Applicant is: Owner Y- Contractor TYPE OF WORK Description of work: Ft re .414-12rri O. We rm e ri ~ -SID 1:B f 't O L)[3Q Estimated Completion Date: Construction Cost: 015 CONTRACTOR Name: EAat) 6brn4q&i 1 License TS DoaaY Address: 7(,pc~J~ ~bD/L~ y / 1 City: 61,0 1 YI) AW16 State: M/0 Zip: JJ~Lfo~L7 Phone: 7&3 - 7_&,? ' 71-16g Contact: 4w 5-10 ✓s Y Email: /sSjo ye r Q eqa4-) cc. eeLi New Remodel WORK TYPE Addition _ Other: Alterations DESCRIPTION OF WORK: _ Commercial _ Residential _X Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ tx1% $ ~~Q • U C? Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. If Permit Fee is > $1,000, surcharge increases by $.50 for each = $ 5-00 State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). $ a~5tJ 1Off' 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. XV~E~1 ,'14~f x ~L✓ Applicant's Printed Name Applicant's Si na re FOR OFFICE USE Reviewed 6 _ Date: Required Inspections: Rough In Final z ; or Office Use I Permit _1~1~ e t `J I City of Eapn i Permif Fee: 1 3630 Pilot Knob Road I Date Received: Eagan MN 55122 I 1 Phone: (651) 675-5675 i Fax: (651) 675-5694 I Staff: I I I SUPPRESSION SYSTEMS PERMIT APPLICATION* Date Site Address: 't ° 0 cl f Tenant: Suite ° [PROPERTY OWNER Name: Phone: _ Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: Estimated Co etion Date:' Construction Cost: CONTRACTOR Name: t Tli l rte``' License Address ~f City: --State: = Vf Zip: Phone: 0 Contact Person: FIRE PERMIT TYPE WORK TYPE j Sprinkler System of heads ) - New Fire Pump -Addition Alterations Standpipe _ Remodel Other: Other: DESCRIPTION OF WORK: Commercial - Residential Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ 1( mac', - $ Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. - If Permit Fee is > $1,000, surcharge increases by $.50 for each = State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). TOTAL FEE 3/4" Displacement Fire Meter - $183.00 $ Fire Meter $ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used i hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Buildinp/FiI e 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 ipyaccgrdance with the approved plan in the case of work which requires a review and approval of plans. 1. +L X Printed Nam Applicant's Signature FOR OFFICE USE REQUIRED INSPECTIONS _ Hydrostatic Flow Alarm Drain Test Rough In _ Trip _ Pump Test Central Station Final Conditions of Issuance: Permit Reviewed by: c~- Date: PINEWOOD ELEMENTARY CITY OF EAGAN NO 17273 3830 Pilot Kr)h Road, P.O. Box 21-199, Eagan, MN 55721 BUILDING PERMIT r' . ? PHONE: 454-8100 Receipt # 2 y?/ ./ I ? Ud?/ ?y Q?? To be used for SCHOOL Est. Value $5 ,486 ,000 Site Address 4300 DODD RD Lot 1 Block 1 Sec/Sub. STERNS Parcel No. wlName INDEPENDENT SCHOOI DTST 196 o Address 14445 DIAMOND P9TH City ROSEMOIINT Phone 423-9400 tF Name LOEFFEIrENGSTRAND CO '04 Address 1040 S SIXTH ST ? City HOPKINS Phone 935-0141 ?w Name WOLD ASSOCIATION ?? Address 6 W FIFTH ST, SUITE 520 aW City ST PAUL Phone 227-7773 I hereby acknowlege that I have read ihis application and state that the information is corcect and agree lo compiy wilh all applicable State of Minnesota Statutes antl Ciry ol Eagan Ord\in,ances. ??? ? Signature of Permitee ??M d :??l? "y A Buiming Permit is issued to: LOEFFEL-ENGSTRAND CO on ihe express condi[ion that all work shall be done in accordance with all applicatle State ot Mi n ,nesota Statutes and Ciry oi Eagan Ordinances. Builtling ONicial OFFICE USE DNLY Occupancy E-1-A-2.1 FEFS Zoning PF (ACtuap Const II-_l._$$ ?Bldg. Permit IZ , 512-00 ? (Allowabie) II--1-11R ?Surcharge 1_,524_30 - # of Stories ? 351 " ?Plan Review 4,571.70 Lenglh DeOth ZZ.Q? SAQCity 4+800.00 " S.F.Tolal 78, &W MCWC97•600.00 . SAC S.F. FaotOrinls SZ r 150 , On Si1e Sewage _ Water Conn On Site Weil - Water Meter MWCC System XX City Waler XX_ Acct. Deposil PRV Required - `'SNJ Permit 20.00 Boosler Pump - ?Sryy Surcharga 1.00 ' Treatment PI 10, 944. 00 _ APPROVALS Road Unit 15. 300.00 Planner - park Detl. Council BIdg.Ofl. _ Copies Varianca - TOTAL 77,273.00 PINEWOOD ELEMENTARY i, _: ,''* CITY OF EAGAN N0 16962 BUILDING PERMIT To be used for FOUNDATION Est. Value Receipt # ` ' 0 " w--0 Date AUG 22 , 1982 Site Address 4300 DODD RD LOt 1 BIOCk 1 SBC/SUb. STERNS OFFICE USE ONLY Parcel No. occupancy .- ) FEFS Zoning _ w Name TNDFpFp]pFNT C H00 D RT(`T 1 (ACtuai) Const Permit 60.00 Bldg o AddteSS 14445 DIAMOND PATH (Allowable) _ . - Surchar e 9 City ROSEMOIINT phone 423-9400 N o15tOries - Plan Review lenglh o Name LOEFFEL-ENGSTRAND CO Depih SAC Cit g¢ Address 1040 S SIXTH ST s.F.rocai - y , - • City HOPKINS phone 935-0141 S.F. Footpdncs SAC,nncwcc - F On Sile Sewage _ Waler Conn $w Name WOLD ASSOCIATION OnSiteWen AddreSS 5 W FIFTH ST, SiJITE 520 MwCCSystem - waterMeter ? i W City ST PAUL_ phone 7-777 City Water xx AccL Deposit PRV Require0 - S/W Permit I hereby acknowlege ihat I have reatl this application and state that the Booster Pump - SMI Surcharge inlormation is correct and agree to comply with all applica6le Sta ol Minnesota StatNes and City ol Ea an Ordinances. t ? Trealmem PI SignaWre of Permitee 4 AVVROVALS Road Unit ? A Building Permit is issued to: LOEFFEL-ENGSTRAND CO Pla"^8f - Park Ded. on the express contlilion that all work shall be done in accordance with all Council ipplicable Stale of Minnesota Statute s an d City Jof Eagan Ordinances. gld9, pff. Copies I y , ilding Otticial ?? N1,_sY.T I fAr' ! h 1 i I /1 Variance - TOTAL 60.00 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8700 "/[f 'v 7 9 0 2 ' - `J? ?SCo/f ? 00 [? ,Ur Requast Date 8 Fire No. Rough-in Inspeclion ' R ? Ready Now ? H l I ??r - 3 0- 9 o f7 Yes No , hen R tly IN licensed contractor ? owner hereby request inspection of above electrical work at: JoC Address (Sireet, Box or floute NoJ /? U0 ?ODD /CO D Ciry EA6An? SecTion No. Township Name or No. Range No. Counry koT.9- ?cryWant (PRIMI PMre No. PoweA, Su.PPlier ? t?/GOj?- tLEGTlZ/G Atldress 31,fvo 4Wo977 (I)FS7 7,+,eln ,•)6TO-) ssW ilec?tI ConUacror (Company Nartre) ponVgclwS Licensa No. JTF ENS -LECTR C 11 -&qAory -r?C D S? 7 - MaAinp AOtlress (COMratlor or Owner Making InsWllation) ' i? ow oN6-.Z,gX6- nl SS35 AWhonzBtl Sig ntracl r i In ') Phane Number {!76 - 6 NINNESOTR $TATE ppp OX-ELEMHIqTY THIS INSPECTION flEQUEST WILL NOT C+rlggaMltlwey Bitl .- Raom 5173 BE ACCEPTED BV THE STATE BOAPD 1821 I/niversity Ave., SL Poul, MN 55104 UNLESS PROPER INSPECTION FEE IS Vhone(672)602-0800 ENCIOSED. REQUEST FOR ELECTRICAL INSPECTION ? See WEiycliqhs for completing this /orm on back of yellow copy. P 7190p `X" Below Work Covered by This Request . Eg. 4 e Add Rep. TypeoBUilding AppliancesWired EquipmentWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other (Specify) Comm./Industrial Furnace Farm Air Conditioner Other (specity) Conlmcla9 Remarks: Compute lnspection Fee Below: # Other Fee # ServiceEntranceSize Fee # Circutts/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps Tran5lormers Above 200 _ Amps e 00 _ Amps SIgnS Inspectw5 Use Onty: TOTA L Irrigation 8ooms O ? Special Inspection Min71¢um f ee Alarm/COmmunication ?0l?E.Q ?pNT20L ?2??? $ 15 50 Olher Fee . I, the Electrical Inspector, hereby rtif th t th b i c h Rvugh-in oa?e y a e a ove nspection e as been made. F;nai ' oate ?./ T[?/ OFFICE USE ONLY This request mitl 18 momhs Imm 71ul 7? 0 66414,?j ? (A500 Request Date ?/ ?/ p ' p " Fre No. Rough-in Inspection Requlred? eatly Now ? WII Notify Inspectw Wh R d 7 /j pc / ? ?Ves en ea y I 'censed contractor ? owner hereby request inspection of above electrical work at: Jo0 Atlaress sVeel, Box or Rwte NaJ Ciry 5?30o I?o,oi? o ?9 p Saclbn No. Township Nartre w No. Range No. Caunry OccuPat (PFINr) PMrre No. „vE L"? o cr DO / Power Supplier Atldress Elecincal Contractor (Campeny Name) - Contrectork Licanse No. Al O 5l0 0/ 3- Mailing Pdtlress (COMraclor or Owner Makirg Irretellelion) , 7,3 .L ?A/ - £ So .oL S SS slo ? ANho' atl Signature (COntredor/Owner Meltin InsWllaiion) Piwne Num lDer / / `I`? MINNESOTA STATE BOAPD OF ELECTRICITY THIS INSPEGTION REQUEST WILL NOT OrlggrMlGwey Bltlg. - Hoom 5173 BE ACCEPTED BY THE STATE 80ARD 1821 Unlvereiry Ave., Sc Paul, MN 55104 UNLESS PROPER INSPECTION FEE IS Phom (BiR) 6424180111 ENCL0.SED. C}/?/FO REQU€ST:•OR ELECTRICAL INSPECTION &IM ^ene.o,foooi-m ? See instrumions tor complating this (omn on beck of yeliow copy. N 66414 'X" Below Work Covered by This Request Ne% Atltl Rep. TypeofBuilOing AppliancesWired EquipmentWiretl Home Range Temporary Service Duplex Water Heater Elearic Heeting - Apt. Building Dryer Other (Specify) 2 omm./Indusirial Furnace rm ' Air Conditioner piher (s city? Conlreclor§ Remdrks: G ot ?',(, ,g'aA/° D/sOc'?SE2-biSHmf}cifis? Lompute Inspection Fee 8elow: .# Other fee # ServiceEntrance Size Fee # Circuks/Feeders fee Swimming Pool 0 to 200 Amps / 0 to 100 Amps Transformers Above 200 _ Amps Above 100 _ Amps Signs Inspectw5 Use Onry: TpTAL Irrigation Booms ?? ? ? / S? ST? Special Inspeclion Alarm/Communication Other Fee I, the Electrical Inspector, hereby ce ti th tth b i i h R°"g""n . oate r ry a ea ove nspect on as been made. OFFICE USE ONW This requesl voitl 18 monlhs hpm Y?6? ? 0791p . s Requesr Oaie a ? Fire No. Rough-in Inspection Fequiretl? ?eatly Now ? Will Notiy Inspector / ?Ves & WhenReatly7 I'&?j' licensed contractor O owner hereby request inspection of above electrical work at: JoD Atltlress (Street Box or Route No.? ? f ' Ciry . ? .C c??C Seclion No- TOwnship Name or No. Renge No. County Occupant(PRINT) ?Ilew?:?,? Phone No. Power SuOPlier ADOress ElecVical ConV/actmi (CO/mpeny Name) ? t?//1/J? ? ??? /L ? Conlrador5license No. ? ? / ?'?'- ` MaiTing rl04ress (ConVac[or or Owner Making Installaoon) 1/ C 1 4 "+ AI We< / Autnorize0 S?1 4Z,4COnVactor ner Ma' g Installation) Phone Number /J ?{ .y ( ;7 21? I/ ?\ MINRES(STp STpTE BOAFD OF ELECMfGITV THIS MSPECTION REOUEST WILL NOT Grlgps-MiCway BIOg. - Raam S•173 BE ACCEPTEO BV THE $TATE BOARD 1821 UnlversHy Ave., St. Peul, MN 5510d UNLESS PROPER INSPECTION FEE IS Phane(81Y) 6424)800 ENCLOSEO. 9/V/190 HEQUEST F?ELECTRICAL INSPECTION ? ?$ee instmqions tor mplefing this lorm on back W yellow copy. 0 7-9 1 Q "X" Below Work Covered by This Request EB.00001-08 `??190-7 ew Adtl Rep. Type of Building AppliancesWired EquipmentWired Home Range ° -- - - Temporary Service Duplez Water Heater Electric Heating Apt Building Dryer Other (Speci ) Comm./Industrial ' FUrnace f• : Farm Air Conditioner 01M1er (specity) ConVactor5 Femarks:,?1, IIompute lnspection Fee Belaw: f-p", # Other Fee # ServiceEntranceSize Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 t 00 Amps 7ransformers Above 200 _ Amps 0_ Amps Si9ns Inspeaar5 Use Oniy: TOTAL i- ) ? IrrigationBooms O -- t` Special Inspec[ion ? Alarm/Communication THIS INSTALLATION MAY BE ORDERED DISCONNECTEO IF NOT Other Fee COMPLETED WITHIN 16 M N S. I, the Electrical Inspecroc hereby certity that ihe above inspection has been made. Rough-in F;,,ai oa oei -7/ L E USE ONLV 3quest void 18 monNS iro. ?? f? 23 9 3zi /g/ Request Date . ' Fire No. Rough-in lnspection - Required? ? Reaay Now ? W II Notiry Inspecror O?I s O ? Ves ? N. When ReatlY7 I i d t cense con ractor ? owner hereby re quest inspection of above electncal work at: Job Adtlress (Street, Box or Route No.) Ciry " o-U 1?4 ck,,, ue 'Ok I E a SeGion No. Township Name or No. - qange No. Counry a ?a O=pant (PRINT) Phone Na. 1 3 r w Power Supplier qydren Eleprital CoMraqor (COmpany Neme) Coritractor5 License No. 4 e ? ?, 03 pyg7 Mall' Atltlrass (COn4aelor or Owner Malting 1 stalletio0 r? S6 ooa Au gn re(COntr r/Wirrer M' Inslaliation) Phone Number so 7- d 3 a(c O NINNESOTA STA7E 90AR0 OP ELECTRICITY THIS WSPECTION REQUEST WILL NOT Griggs#1ltlway BWg. - poom S173 BE ACCEPTEO BVTNE STATE BOARO 1821 Unlversiry Ave., SL Peul, MN 55100 UNLESS PROPEFl INSPECTION FEE IS Phone(el3)69Y-0800 ENCLOSED. lwlp? REDUEST FOR ELECTRICAL INSPECTION ? See instructions br mmpleGtg Ihis (ortn on back of yellow cnpy. P 7 2 3 9 3 X" Below Work Covered by This Request -N EB-W001-07 ~ //P 2SS- 917?1'9 9 Ne% Add Rep. Typeofeuilding AppliancesWired EquipmentWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt Builtling Dryer ' Other (Specity) ? Q?d fa?-. Comm./Industrial Furnace Farm Air Conditioner Oroer (spei ) / Convecfor5 Remarks: Compute Inspection Fee Below: # Other Fee # ServiCeEntranceSize Fee # CirCUits/Feetlers Fee SWimming Pool 0 t0 200 Amps 3 0 t0 100 Amps 60 Transfortners Above 200 _ Amps Above 100 _ Amps Slgns Inspectors U. Only: -- 7p7pL Irtigation Booms ? .GJ a /. SJ Special Inspection Alarm/Communication Other Fee I, the Electrical Inspecror, hereby certif th t th b i ti h Rough-in oate y a e a ove nspec on as been made. Final oata OFFICE USE ONLY This request voi0 18 months frwn ?'/.?/ff g P 556L17 REDUEST FOR ELECTRICAL INSPECTION ? See insvucibns ior completing ihis form an back of yellow copy. "X" 8elow Work Covered by This Request w EB-00001-07 e AE3 TypeoBuiltling AppliancesWired EquipmentWired Home Ranqe Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Other (Specity) Comm./Industrial Furnace Farm Air Conditioner Olher(specify) Compute lnspecfion Fee Below: U # Other Fee # ServiceEntrancaSize Fee # Ci¢uits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 700 Amps Transformers Above 200 _ Amps Abov _ Amps Signs Inspector's Use ony: T AL Irrigation Booms ? ?.? ? Special Inspection AIarMCommunication Other Fee I, the Elecirical Inspector, hereby tif th t th b i RougMn ? oaterj 7 y cer a ove e a nspection has been made. Fnal oet OFFlCE USE ONLY This request wia 18 months irom 5 07 •,Ci i •, ??/n. ?s?? " Request Date_ .?? •V Fire No. Pough-in Inspectbn Requiretl9 f]Yes ?NO ? Reatly Now Will No' Inspector ? I licensed contractor ? owner hereby reque t inspectipn ve I i ctrical wor t: -50 Job Atldress (SVeef, Roule oJ Cily i / J Section No. Township Name ar No. Range No. Co OccupaM (PRIN'n ? Phone No. Power Supplier qpdr¢sy Electri Cqit or (COmpeny 1.Qi ? " CpnVacto 5 Licrose No. Q Meiling AEdress (C/o'm?ractor rn ne ing Installation) ot ? a-?? ? J? • _.. AuNOnzeC 5' Or/Owner Mekj talle' ) Phone Number / MINNESOTA STATE BOAFO OF ELECTii1Cl THIS INSPECTION REOUEST W ILL NOT Gtlg9s11111tlwry Bltlg. - Room 5113 BE ACCEPTEO BV THE STATE BOARO 1821 Unfvarcity Ave., SL Paul, MN 55104 UNLESS PROPER INSPECTION FEE IS Ptwne (612) 642-0BOU ENCLOSEO. II I IIYII 11?1I? II) III II II III REQUEST FOR ELECTRICAL INSPECTION 7??sm? 5 Minnesota f Rm & 8'c 821 Une sity Ave St Paul, MN 55104 * 0 3 4 6 2 7 1 0*Pnone (642) 642-0800 (37h7 Home Duplex Apt. Bldg. Ofher: New Addn Commercial Indushial Farm Remod Re air Air Cond. H}g. Equip. Wafer Htc Load Mgmf. Ofher. D er Ron e Elec. Heot Tem . Service 'X' above the work covered 6y this requesi. Enter remarlcs in this space ond on the back of fhe whife copy only. School Remodel Calculoie lnspedion Fee - ihrs Inspection Request will not be accepted wifhout ibe correct fee: ONier Fce f Service Enkance $ize Fee # Circuih/Feeders fee Mobile Home Park Stall 0 to 200 Amps 0 to 100 Amps 1 95 $freet ltg./fraHic Sig. Above 200 Amps ove 100 Amps TransformedGenerofor INSPECTOR'S USE ONLY ea> ° $ign/Outline Lig. Xfmr. ? 61 Alarm/Remote Con4ol $wimming Poal I hereb ceni ad t6 electnml inelallaAon descnbed herein on 16 dates sMled Irriga}ion Boom Rough-In " Dah Special Inspection Investigafive Fee THIS INSTAILATION MAY BE ORDEREtb DI ONNECT IF NOT COMPLETED WITHIN 18 ONTHS. 3 4 6-2 71 ED . . ,. OFFI E USE LV This request.oid 1 B monihs fram wlidatlon date pnnred in fhis box. s7?7 rI/? gs Q PLEASE PRINT OR TYPE I pI Request Dafe Rmgh-?n invpedion reqoired2 a Yes ? No InspMlon Other Than Rough-In: ? Ready Now p.] Will Call 3/ 3/ 9 7 (You must coll the inspedar when reody) Dote Ready: I, IU licensed controdor ? owner hereby request inspection of the above eledriml work at: lob Pddress (Areet, Bax, ar Rook No) City Zip Code 4300 Dodd Road Eagan 55123 Secnon No. Township Name or No. Ronge No. Firc No. Covnry Dakota Oavpant Phone No. PINEWOOD ELEMENTARY SCHOOL (Shaw-L nd uist 454-0670 Power Supplier _ _ _ Address _ _ _ ElecMcal ConhaWr (Compony Nome) Gontmcror ticense No. Maater Lic No. (Plam Elee. Only) Burnsville Electric, Inc. CA00342 --- Mailing Pddrw (Comndor or Owner PeAorming insmllanon) 117 Belmont Rd A le Valle 55124 AoPooriz 7e(Co erPedorminglnak anan - - P -6002 E8-00007A10 6/95 ' STp7EBOARDCOVY•SEEINSTRUCTONSONBACKOFVELLOWCOPY EWCEIPT ? CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 ' OATE I r f 19 -? nFCErvEO iNOM AMOUNT $ ' ? Y ? O CASH lJ? CHECK ?- j ?? [? ?,•' (y , ? ?.W FUND 08JECT AMOUNT Thank You BY C 4541 & DOLLARS 1m ol 14hite--Payas Capy Yelbw-PosGrg CoPY Pirilc-fNe Gopy ..,w., y.y?,>.?y.?,,•,,-, •-?,.:F.e;??"' 's^'k..F!cr-=-r'.?' .":.t•*t . `+._c.? . ? a..: PINEW00D ELF.MEI3TARY CITY OF EAGAN ;. O ; -. .•. ?. 17273 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ? PHONE:454-8100 ; . ' BUILDINCs PERMIT Receipt # / To be used tor SCHOOL Est. value $5 ,486 ,000 Date NOV 3 19 89 Site Address Lot 1 Block Parcel No. W Name arwarcnUrJrT st;ttWL D1ST 196 Address t?+5 BIMDND PATH o City RIDSEMOLIMT Phone 423-9400 , o Name LOEFF81.-EidGSTRAND CO ou ° Address 1? S 3IXZ'B 8T ? citY HOPKINS Phone 935-0141 U W Name VOLD ASUTIOrt ~_ ?u Address ? ST. SUITE 520 <W Clty PAXIL Phone - I hereby acknowlege that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. 5ignature of Permitee A Building Permit is issued to: LO$ML-EHGSTRMg CO on Ihe express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official SeclSub. OFFICE U SE ONLY Occupancy g'- 1 k- 2' 1 FEFS ? 2oning A l l C 11"1 MR it 12s312.? Bid P ( ) Ctua ons erm g. (Aliowable) Ij-i HR 1.524.30 Surcharge x ot Stones 4,571.70 Lenqth Plan Review • 498?.00 Depth -WO 78 SAC,City S.F. Tolal S.F. Faotpnnts , s2 ?T? ?? ??Q?? SAC, MCWC 9 On Site Sewage _ Water Conn On Site Well ? Walar Meter MWCC System ? Acc t. Deposit Ciry Water Zp ?? PRV Required _ S!W Permit Booster Pump - S/W 5urcharge 1.00 Treatment pI 10, 9".00 APPROVALS Road Unit 15,300.00 Planner _ CounCil BIdg.OH. _ Variance _ Park Ded. Copies TOTAL 77,273.00 Permit No. Permit Holder Date Telephone tl WaTER 1 ?i- // ? c' SEWER PLUMBING (L2/ H.V.A.C. ELECTRIC Inspection Date " nsp. Com Foornys i ?i 8g ul.B Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Fnal Plbg. COnst. Meter Plbq. Inspector - Notify Plumber Engr.lPlan Bldg. Final ! q ? ?.` . Deck Ftg. Deck Final weli Pr. Disp. 9 00 ? N CITY OF EAGAN 42 16962 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE:454-8100 BUILQING PERMIT ' Receipt # To be used for FOUNa?TION Est. Value Date AM Z Z , 198g Site Address 4300 DODD RD Lot i Block i Sec/Sub. s1?.M OFFICE USE ONLY Parcel No. occuPancy FEFS Zoning W Name I1?ID? SC80?L DISTRICT i-90 (Actual) Const - Bldg. Permit ?•? o AddreSS 14445 DIAMD? PATH (Allowable) - Surchar e 9 City 1?SF?lOUNTC Phone 4Z3-9400 X of Stories - Plan Review lenglh o Name ?X"E?E?'$?p ? Depth SAC Cit Z Addfess 1040 S si1= ST S.F. Totai - - , y ~ Clty HQPK?'q$ Phone 935'0141 S.F. Footprmts - SAC, MCwCC W t C WOLD ASSMU I On Site Sewage er a onn W W T ON Name On Sde Well _W = 6 W FIFT[I ST¦ SUI''L 320 Address MwCC s stem y ? water Meter iW City Oa pA? PhOne 227-7773 City Water ? _ ?l. De?sit PRV Required _ S/W Permit I hereby acknowiege that I have read ihis application and state that the Booster Pump - S/W Surcharge information is coRect and agree to comply with all applicable State oi Minnesota Statutes and City ot Eagan Ordinances. "'? Treatment PI Signature of Permitee --' ? ?-'"?? APPROVALS Road Urnt A Building Permit is issued to: LOEFFElo-ENGSTRM '(O Ptanner - Park Ded. on the express condition that all work shall be done in acwrdance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. gidg, pry, _ Cop+es Building OHiCial - Variance - TOTAL ??? Permit No_ Permk Holder Date Telephone # -WATj,R Z/O . (cLuij //Mw a/ ev SEWER PLUMBING n H.V.A.C. /OcJ C'- 111918Y ELECTRIC , rj •? • ? ? {r '?, 0' ?? Mspectfon Date Insp. Comments FoOtings I Foundation Framing Raoting Rough Plbg. Rough Hig. Isul. Freplace Final Hlg. Final Plbg. Const. Meter Plbg. Inspector - Noti(y Plumber Engr./Plan Bldg. Final Deck Ftg. Deck Final Weil Pr. Disp. o-t.0-8'9 2 ao ,, . ? co -?1. .? • . ? PERMIT # . ? ? e•MECHANICAL PERMIT RECEIPT # CITY OF EAGAN ? f;? 3830 PILOT KNOB ROAQ, EAGAN, MN 55122 DATE CONTiiACT PRICE PHONE: 454-8100 For Office Use Only: Site Address BLDG. TYPE WORK DESCRIPTION Lot Block f Sec/Sub - Res New ? . ? Name ?ult Add-on m Comm. Repai[ ? Address Other c City Phone FEES ? Name RES. HVAC 0-100 M BTU -$24.00 c Address ADDITIONAL 50 M BTU - 6.00 p City Phone (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT} - 1.50 EA. TYPE OF WOHK COMM/INd FEE - i96 OF CONTRACT FEE ForCed Air M BTU APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE 8 CONDOS - RES. RATE APPLIES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU REMODELS - 12.00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent CFM (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets # BEYOND $1,000) Other $ A ? FEE SIGNATUF?E OF PERMITTEErt S/C: TOTAL• FOR: CITY OF EAGAN ? ? ? ?- - ? ? ?????%??-?-?` CONTRACT PRICE: Site Address Lot ? BIOC PERMIT # PLUMBING PERMIT RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE ? rvame ? • ? ? Address c City . Name _ c Address p C'tY - + • r-?` BLDG. TYPE WORK DESCRIPTION Sec/Sub Res. New Mult. Add-on _ _ __?_ ? Comm. ?- Repair Phone FEES COMM/IND FEE - 146 OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE - $12.00 MINIMUM - COMM/IND FEE - $20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYONO $1,000.00) Other RES. PLBG. ONLY - COMPLETE THE FOLI.OWING NO. FIXTURES TOTAL Water Closet - $3.00 $ Sath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinat/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1 50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE: s 1 - - - : 'e _r r _.?•?'w _? II STATE S/C: FOR CITY OF EAGAN GRAND TOTAL• ? ? .. lo 130 AT ? ? _z ? ?' S ,?•-?-?? ? ?l? ?k4 3 -23-9U ? ?- 3-?d J ? y-y q-6 - ?70 11-=G? . k 9 _ 2? f p G? ?r c?-??????2'`.?•"_' ? INSPE CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 ? SITE ADDRESS: I PERMIT SUBTYPE: TYPE OF WORK: <<; - i , 1 s t1i, til, I < <, I "ti i9'M1 '3 tti 4 1 O:ilZG l9 7 (,? 1 ra t AiInT1 tON ? r r. br: dt0trr) F l E. 14E M 1 AitY INSPECTION DA . ; ., .• .:, f i! I? ? 1!!;'y I ON RECORD PERMIT TYPE: Permit Number: Date Issued: :r.? n ? .• , APPLICANT: t t. t,? ? 4 +.11 at,r?? ? l,'FMARKt;: rlii:.ll: F+(+IiM Pertnlt No. P rmft Holder Date Telephone M ELECTRIC PLUMBING 8'y'Q HVAC Inspsctlon Date ` Insp. Comments FOOTINGS 7 /,/,Q rcz:) FOUND 7 ? FRAMING ROOFING ROUGH PLUMBING PIBG AIR TEST ROUGH HEATING dAS SVC TEST INSUL GYP BQARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FT(3 DECK FINAL IdSPfCT? N INSPECTOR DATE COMMENTS SITE ADDRESS B Sect./Sub. Unit # Permit # INSPECTION INSPECTOR DATE - COMMENTS ?Y ? 4? ? - ?v'? 9• ? ? yro w ? 9• / 3 p? i 9-9v cu,? . ? i,?a,?.? - 9-/9-? ?f 9-ir = :? ? ` . 3EWER & WATER PEFiMIT CITY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55422-1897 ?,. SITE ADDRESS LOT BLOCK t SEC/SUB APPUCANT: ADDRESS: CITY, STATE ZIP ? ?• ? '? PHONE: - ? PLUMBER: ADDRESS: H i CITY, STATE ZIP PHONE: Li OWNER: ADDRESS: A ?}u ?:•,- CITY, STATE ZIP PHONE: tE1MER & WATER PERMIT CITY OF EAGAN 3830 Pilot Knotr R6. Eagan, MN 55122-1897 METER # PERMIT DATE CHIP # WATER PERMIT # METER SIZE B.P. RECEIPT # ISSUE DATE B.P. RECEIPT DATE PERMIT REQUESTED ? SEWER WATER - TAPS ? ? COMM/IND - RESIDENTIAL ` ..?. NEW - EXfSTING I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES: SIGNATURE WHEN METER ISSUED METER # CHIP # METER SIZE ISSUE DATE PERMIT pATE WATER PEfiMtT # _ B.P. RECEIPT # - B.P. RECEIPT DATE PRV - BOOSTER PUMP SITE ADDRESS PERMIT REGlUESTED LOT 'BLOCK " SEC/SUB APPLICANT: SEWER WATER -T, ADDRESS: _ COMM/IND _ RESIDEN' CITY, STATE ZIP PHONE: T NEW - EXISTING PLUMBER: ADDRESS: - - f CITY, STATE ZIP ? PHONE: OWNER: -- ADDRESS: ' GITY, STATE • ZIP PHONE: -' -- - I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES: SIGNATURE WHEN METER iSSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. FOR S70RM SEWER PERMITS, CONTACT ENGINEERING DEPT. APPLICANT AND PLUMBER WILL BE NOTIFIED WHEN PERMIT IS PROCESSED. Rd. DATE 151 OFFICE USE ONLY METEq af8 PERMIT DATE 11 191 PERMIT # 11087 CHIP 31?' ^ 4541 METEa SIZE 3' C-B.P. RECEIPT # v ISSUE DATE B.P. RECEIPT DATEl l/ 9/ 89 _ PRV - BOOSTER PUMP SITE A[)DRESS PERMIT REQUESTED LOT I?LOCK _?__SEC/SUB Z+e-S I '=- ?-1? `.??r,t? _)L SEWER .? WATER -TAPS APPUCANT: eiQ CxQrJ_i I r- I L J.,?; ADDRESS: i S Ih t C 1- ?? ? CITY, STATE ZIP PHONE: 1'?'1. PLUMBER: nvt,) Jt:Li '?FC ADDRESS:1 ? L., ?-n.I fi?`? 4 f) CITY, STATE t ZIp PHONE: qq ' ^L f C)WMER: 1 La U 5CitQ?c, L n 1?;f 141a ADDRESS: CITY, STATE R c?F Y441-) t_ , f M IJ_ ZIP Y_ COMM/IND ZNEW _ RESIDENTIAL _ EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. c:rwriitrwILL NO't be aiven for Deduct Meters. . I AGREI EAGAN WHEp METER OF - ?; 7 CALL 4544220 FOR INSPECTIONS. FOR STORM ? ? _ ? ..? . ?..? CITY OF EAGAN METER # PERMIT DATE 11 / 9/ 89 3830 Pilot Knob Rd. 11087 Eagan, MN 55122-1897 CHIP # PERIrAIT # 4541 METER SIZE ? B.P. RECEIPT # DATE T I l} ISSUE QATE B.P. RECEIPT QATEi l/ 4/ 89 _ PRV - BOOSTER PUMP SITE A DRESS PERMIT REGIUESTED ? LOT BLOCK ? SEC/SUB ? • ? ? ' t ?t - L? ?- ? ' - _ ? SEWER ', WATER - TAPS ? COMMIIND - RESIQENTIAL ? NEW - EXISTING PIUMBER: ADDRESS: CITY, STATE_?K ZIP PHdNE: nvunr.oo. CITY, STATE ZIP PHONE: Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credi!'WILL NOT he given for Deduct Meters. . I AGREE TO COMPLY, WRH CITY OF EAGAN ORDINANCES., j SIGNATURE WHEN METER ISSUED 0 FOR INSPECTIONS. FOR STORM SEWER & WATER PERMIT CITY OF EAGAN METER # - 3830 Pilot Knob Rd. Eagan, MN 55122-1897 I CHIP # METER SIZE ISSUE DATE SITE ADDRESS `{3 0 0 Gdtp, Rb LOT I BLOCK I SEC/SUB ame $,0 S APPLICANT; LO EF FE L- -?*-? CS1 _ ADDRESS: la''kU sd?1x'Lk stiXt.li ST CITY, STATE !t D? K t 115 Mp.l ZIp S 5 3?43 PHONE: 0 ?'-E \ OFFICE USE ONLY PERMff DATE WATER PERMIT # B.P. RECEIPT # B.P. RECEIPT DATE PRV - BOOSTER PUMP PERMIT REOUESTEO r; ? SEWER ? WATER - -k--' COMM/IND - RESIDI -V-1 NEW EXISTING PLUMBER: /A ?t 4'v?- Pk 0 «ftk'-- ADDRESS: 1-L40`k Gsxn nm--\ 0AG, 11 I AGREE TO COMPLY WITH CITY OF CITY, STATE &V205UILL rI Zip 5 5k33-7 EAGAN ORDINANCES: PHONE: !8!N - L-I qG??4 OWNER: S C.HOv't- ADDRESS: I 44U? o,Vk''^V0n SIGNATURE WHEN METER ISSUED CiTY, STATE Q MV? ZIP PHONE: ?°1 y a d PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. APPLICANT AND PLUMBER WILL BE NOTIFIED WHEN PERMIT IS PROCESSED. i ; fiEWER & WATER PERMIT i CITY OF EAGAN METER # - , 3830 Pilot Knob Rd. Eagan, MN 55122-1897 CHIP#- I METER SIZE ? ISSUE DATE SITE ADDRESS -' '?-) ? ) c•.Q ??? LOT A BLOCK ? SEC/SUB sk4,r.1-1, APPLICANT: LC e-- q r ADDRESS: -- CITY, STATE ZIP PHONE: - - o ? 4 ? PLUMBER: ? {N hn e.,1 L'n c? _ h A . ? , ADORESS: ?i-4 '} 'l CITY, STATE k ?.._ ;ill, ? nn r! ZIP PHONE: J v r !1 OWNER: ? r xNcl -_, '" ?) =, -t- *? , = 1 '? f ADDRESS: 'L+ uW 5- j-, \ /k M cJ ? c? -P -?-E-t CITY, STATE M: ? ZIp PHONE: o ? iE ONLY PERMIT DATE - WATER PERMIT # B.P. RECEIPT # B.P. RECEIPT DATE - PRV _ BOOSTER PUMP PERMIT REQUESTED SEWER ? WATER _ -Z-' COMM/IND _ RESIDEN ? NEW - EXISTING I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES: SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PiiOCESSING. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. APPLICANT AND PLUMBER WILL BE NOTIFIED WHEN PERMIT IS PROCESSED. SGTE OF NICNESOTA .??>. ..;.. . ..... Department of Administration FOR OFFICE USE ONLY Projact Number. , Date Amount of Check Check Number S Received By Construction Cost Construction Authorization: APPLICATION FOR PLAN REVIEW CONSTRUCTION AUTHORIZATION BY STATE AGENCY OR LOCAL GOVERNM Building Codes & Standards Division 408 Metro Square Building 7th & Robert Streets St. Paul, Minnesota 55101 (612) 296-4639 Project Title City, Caunty Construction Cost $ Name of Architect/Engineer Firm Phone No. Address of Firm City, State, Zip NEW B ILDING EXISTING BUILDING ALLOWABLE FLOOR AREA Type(s) of Construction Typels) of Construction Basic Allowable Floor Area Occupancy Classificatian(s) Occupancy Classification(s) Increase Over One-Story Number of Stories Number of Stories Increase For Open SidOes Sq. Ft. Per Occupancy Sq. Ft. Per Floor Total Flaor Area Maximum Allowable Floor Area Totel Floor Area Yes No Rated Area Separation Wall Rating(sl Corridors Yes No Change of Occupancy Separation Rating{s) New Building Occupancy Area Separation Yes No Sprinklered for One Addition Walls Hour Construction Sprinklered for Area Sprinklered Sprinklered Increase Design load(s) Used: Additional Infomotan UBC Chapt. 23 u r L evfl ^" .4nr SF -i,:l i n ",lor Of :pu : i n Le vf,-. "outh o', ARCHITECT/ENGINEER: As the plan preparer I hereby certify that reasonable care has been given to compliance with a licable laws, ordinances, and buildin cod re tin to desi n. Name (Print) Si a re ` ^ Date Minnesota Registretion No. I .. . ; ? ? BC-00049-01 (8166) Building Official • - '?`.- CASH RECEIPT CITY OF EAGAN , 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 n..F -?- a 3 fn i9 -Qa- x[WWo Y {} .?? AMOUNT d 8 DOLUFS O CASH {Q CHECK r? _•4- .w Fl1ND OBJECT AMOUNT ? 971 _ %?OS u c> Thank Youv? No 93130 ??le-Paym C? YODw-Poong Copy . Pink-File Copy -f 1.) yY Fa g Diane/Enda Paul didn't have a gun to get the chip l1. will get when they check the service. CASH RECEIPT CITY OF EAGAN ? 3830 PILOT KN08 ROAD " p .lQ EAGAN, MINNESOTA 55122 Y?` /? r7 onTe iy ? ?.? AMOUNT S n il ?/C/ ?jf v 97 8 DOLLARS ? CASH -96 HECK ? ?3 9109 , C Ya",? Pink-Ftle CoPY , Thank You er /??' ? CASH RECEIPT C! ! Y ?? ?AGAN ?j 3830 PtLOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE cen o (?} .__. ?l s w J AMOUNT $ /'?O Thank You aY? C 7865 ????? Pink--File Capy . g DOLLARS ?m ? CASH ?CHECK ? .. ?________________- ? Permit#: ? I I ? ? Permit Fee: ? I I /-' I Date Received: -"/ -a I I I j Staff: I L - - - - - - - - - - - - - - - - - I 2008 COMMERCIAL P UMBING P no/ Date: 'a V Site Address: "73QD Tenant: APPLICATION Suite #: PROPERTY Name: • J - "t Phone: OWNER CONTRAGTOR Name: ^ iql P License #: DlY I 55S - -PM Address: In AlIiCLU! f •City: State: ?'?/`2ip:5sial &--45 -2-X XVS- C Ph P Uu LL . one: t . ontact e rson: TYPE OF New Replacement Repair T LRebuild _ Modify Space Woric in R.O.W. WORK ?P?IA ( I t' . i Description of work: . PERMITTYPE COMMERCIAL _ New Construction _ Modify Space Irrigation System (_ yes /_ no) L RPZ! _ PVB) • Rain sensors required on irrigation systems • Avg. GPM _(2'turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to oickinq up meter. . . Domestic: Size & Type Fire: Size 8 Price 3/4" meter 183.00 . Avg. GPM High demand devices?_Yes_ No . Flushometers Yes_No PRVRequired Yes No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract vaiue $ x 1% = $ , )l.JDQ Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 _$ " Radio Meter Read - If Permit Fee is less than $1,000, surcharge is $.50 . _$ Metef(5) . - If Pertnit Fee is > E1,000, surcharge increases by $.50 for each $1,000 $7 000 P it P e i e $1 001 $2 000 P it F i 00 ?7-? S ch r e / St t _ • , eim e ( . . a , - , erm ee requ res a$1. surcharge). e ur g a a $ ?.. Following fees apply when installing a new lawn irrigation system. $ Water Pertnit Call the City's Engineering Depadment, ( nts. ? .- s ?(I ? I ? $ Treatment Pl nt O _ Y U l? $ Water Supply & $torage FEB U 7 2008 $ State Surcharge - TOTAL FEES $ 5?,SJ I hereby acknowledge thal Ihis infortnation is co Wete antl accurate; ihat the work willibe in conformance with the ortlinances and codes of the City of Ea9an; ihat I under5isnd this is not a permit, but onty an application for a per ertniX ihat the vrork will be In accortlance 'th pe approved plan in the case oF work which requires a revlew and approval of plans. X ?, kA.??? V-. Himtipi X - ApplicanYs Print d Name Apppc nYs gn Page Zlsv(?2 ? U 2006 COMMERCIAL BUILDING rERuT arrLicaTiorr . Civil Plans • Certificate of Survey • Code Analysis • Project Specs . Spec. Insp. & Testing Schedule • Soils Report • Meter size must be established 1 1 1 1 1 1 City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 (2) sets (2) (?) ??? .. (?) • SAC detertnination • call 651-602-1000 . Architecturel Plans (2) sets • Structural Pians (2) • Civil Plans (2) . Landscaping Plans (2) • CodeAnalysis (1)" • Certificate of Survey (1) • Spec. Insp. & Testing Schedule (1) " • Meter size must be established . ProjectSpecs (1) • EnergyCalculations (1) " • Electric Power & Lighting Form (1) • Master Exit Plan (1) • Emergency Response Site Plan (1) . SoilsReport (1) • SAC detertnination - call 651-602-1 000 . Fire Stopping Su6mittals - • Fire Suooression/Alarm Form ? cttu? d 1 11- . Architectural Plans (2) sets • CodeAnalysis (1) • ProjectSpecs (1) • Key Plan (1) • Master Exit Plan (1) • Energy Calculations (1) not always" • Elec. Power & Lighting Form (1) not always" . Meter size must be established-if applicable 1 1 1 1 1 • SAC determination - call 651-602-1000 Call MN llept oti Health at 651-201-4500 for details regarding food & beverage or lodging facilities. •` Contact Building Inspections for sample and if required •`• Permit for new building or addition wil] no[ be processed without Emergency Response Site Plan. / Date 12 / 17 / 2007 Cons[ruction Cost 1 20.200.00 Site Address 4300 DOdd Road Unit/Ste # TenantName I pinew0od Elementary $chool Former Tenant Name Descript[onofWork Remove drywall walls, install water proofing and re-install drywall walls Property Owner IDS # 196 Telephone#?51 ) 423-7702 Applicant is: _ Owner X Contractor Contact #: (651 ) 455-0031 Contractor Parkos Construction Comoany address 1010 S Robert Street City West St. Paul State Minnesota Zip 55118 Telephone#(651 ) 455.-o(131 Arch/Engr Wold Architects Registration# Address 305 St. Peter Street City St. Paul State M innesota Zip 55102 Telephone#(651 ) 727-7773 Licensed plumber installing new sewer/water service: Phone #: I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in ormance with [he ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a pernut, I?Rt only an Nor licarion for a peimit, and work is not to start without a permir, that the work will be in accordance' US jthe(?ppived,p]in?thg case of work which requires a review and approval of plans. li i I or..r, i 7 2007 ? /?i??'G?" / ?'/r??'?-`i??S ?? ApplicanYs Printed Name Applica?: Signature ?i? DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 14 Aparhnents ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition 001? 33 Alteration ? 34 Replacement ? 26 Public Faciliry X? 27 Commercial/Industrial ? 28 Greenhouse ? 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)* ? 43 •Demolition (Entire Bldg only) - Give P Valuation 2 000 ? Plan Rev 100% _ 25% _ SAC Units N6r. of Units O Nbr. of Bldgs Required Inspections _ Footings (new bldg) _ Footings (deck) _ Footings (addiuon) Foundation ? Drain Tile , _ Driveway Apron Roof Ice Pr Decking ? Framing ? 30 Accessory Building ? 32 Ext Alt Apartments ? 34 Ext Alt-Commercia] ? 35 Ext Alt-Public Facility ? 37 Nail Salon Demolish (Interior) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Reroof ? 46 Windows/Doors CA handout to applicant Type of Const :a ' 1?5 Width Occupancy .`? MCES System Zoning City Water Stories Boaster Pump Sq. Ft. PRV Length Fire Sprinklered _ Fireplace _ R.I. _ Au Test _ Final _ Insularion _ Sheetrock FinallC.O. ? FinaUNo C.O. _ Other Insul _ Final _ Pool Ftgs AulGas Tesu Final _ Siding _ Stucco Lath _ Stone Lath _ Final _ Windows Final CIO Inspection: Schedule Fire Marshal to be present. _ Yes "No Approved By: Planning COA-16= Building Inspector Base Fee Surcharge Plan Review SAC-MCES SAGCity SIW Permit S/VJ Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water 4uality Water Supply & Storage (WAC) 3 5?f . e-o / O Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total " . Go 0 • Sewer Trunk Water Trunk • Z$0./o 2005 COMMERCIAL BUILDING PERMIT APPLICATION LPGi?j City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX 9 651-675-5694 • Structurel Plans (2) sets . ArchRedural Plans (2) sets • • Civil Plans (2) • StruGural Plans (2) • • Certificate of Survey (1) . Civil Plans (2) • Code Analysis (1) " • Landscaping Plans (2) • • PrqedSpecs (1) • CadeAnalysis (1) " • • Spec. Insp. & Testing Schedule " . Certificate of Survey (1) • • Soils Report . (1) • Spec. Insp. & Testing Schedule (1) " • • Meter size must be established • Meter size must be established • J • ProjectSpecs (1) 1 . Energy Calculations (1) " 1 • Electric Power & Lighting Form (1) " ! • Master Exit Plan (1) 1 1 • Emergency Response Site Plan (1) 'w6fl")6 CA.q,J.xA -i(ats (N? ArchRedurel Plans (2) sets CodeAnalysis (1) " PmjectSpecs (1) Key Plan (1) Master Exit Plan (1) Energy Calculations (1) not always" Elec. Power & Lighting Fortn (1) nM aW+ays" Meter size must be established-if applicable • Soils Report (1) . , • SAC determination - call 651-602-1000 . SAC detertnination - ca11 6 51-602-1 000 • SAC detertnination - wIi 651-602-1000 • • Fire Stoooina Submittals . Call MN Uept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. ** Contact Building Inspections for sample and if required '** Permit for new building or addition will not be processed without Emergency Response Site Plan. Date 7 /??l DS Construcfion Cost 'eyj 000 .60 Site Address ellsbe QodQ 'cilGg Uniuste # Tenant Name jg;iWOOd erA/konrrv a-F"" Former Tenant Name a?s. dd. vrr.vo r?klcl.? ??'. Description of Work _Z?,_S4"G0 c ?/hA?p?C C?,G?ctc ? QC?d/??'e S?eCaIJ-?' e4*c14'6A' Property Owner ? r ; Telephone # ( (oSn ?0?.3 ' 774? ? ?(?f s? O?a Sc,aa?.? /?tn1 sfaG Contractor 24'i1v..? Address a??? ly+o9?'n+ ?d?y o2 City H State Zip Arch/Engr }?? ?UL iRgiooatio ? Address ? City ` State Zip ` e # ( ) Licensed plumber instaliing new sewerhvater service : Phone #: I hereby apply for a Commercial Building 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 the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a 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. S o ApplicanYs Printed Name ApplicanPs Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Apartments 4?- 27 CommerciaUIndustrial ? 32 Ext Alt-Apartments ? 15 Lodging 0 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? 31 New ?8- 35 Int Improvement ? 36 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 48 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant ? Valuation ? Ob e Type of Const ? a' Width Plan Rev 100% 25°/a Occupancy ? MCES System Census Code Zoning PF City Water SAC Units - ? " Stories Booster Pump Nbr. of Units Q Sq. Ft. PRV Nbr. of Bldgs I Length Fire Sprinklered Required Inspections _ Footings (new bldg) _ Footings(deck) _ Footings (addition) Foundation Drain Tile Roof Ice Pr _ Decking _ Insul _ Final / Framing _ F'veplace _ R.I. _ Air Test _ Final Approved By: Base Fee Surcharge Plan Review SAC-MCES SAGCity SNV Permit SNV Surcharge Treatrnent Plant Treatment Piant (Irrigation) Park Dedica6on Trail Dedication Water Quality Water Supply & Storage (WAC) _ Insulation /FinaUC.O. ? Final/No C.O. Other _ Pool Ftgs Air/Gas Tests _ Final _ Siding _ Stucco _ Stone Windows Planning ?" Building Inspector 7. z S" 7,00 D . 0-41 Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Laterai Other Total ?f g. 7?lS Sewer Trunk _- Water Trunk V-0 =r (ST-1 ii 3 2004 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 ?%, f9."a? • Structural Plans (2) sets • Archilectural Plans (2) sets • Architedural Plans (2) sets • Civil Plans (2) . Structural Plans (2) • Code Matysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) . Code Analysis (1) " • Landsraping Plans (2) • Key Plan (1) • Project5pecs (1) • CodeAnalysis (1) • MasterExitPian (1) • Spec. Insp. & Testing Scheduie " • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) . Spec. Insp. & Testing Schedule (1) " • Etec. Power & Lighting Fortn (1) not always'" . Meler size must be established • Meter size must be established • Meter size must be established-'rf applicable 1 • ProjectSpecs (1) 1 • EnergyCalculations . (1) d • Electric Power & Lighting Fortn (1) ! • Master Exit Plan (1) l L • Emergency Response Site Plan (1) L • SoilsReport (1) d • SAC determinatlon - pll 651-602-1 000 • SAC detertnination - rall 651-602-1 000 SAC detertninafion - pll 651-602-1000 MN Deot o£Heal[h at 651-215-0700 food & beveraEeor •• Contact Building Inspections for sample and if required when it states "not always". **' Permit for new buitding or addi[ion will no[ be processed wi[hout Emergency Response Site Plan. Date 7 / Z9 / 0-y ConstructionCost ?g00-O? / / Site Address y .300 /?e/p' Unit/Ste # ?/ Tenan[ Name /i'idE ??o? ??/?7 Former Tenant Name Description of Work , tAi I/r?f/? ?-n??? d?P,E Property Owner Telephone # ( ) Contractor 4110S ?i?Sf Address /4/0 -5- ,? Ci[y State Zip ??11g Telephone fl (GS/ ) yss00?/ Arch/Engr Registration # Address City State Zip Telephone # ( ) Licensed plumber installing new sewer/water service: Phone # I hereby apply for a Commercial Building Permit and acknowledge that the info ion is complete and ccurate; that the work will be in conformance with the ordinances and codes of the City o agan ane a e of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a 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. ApplicanYs Prin ed Name ApplicanYs Sign e OFFICE USE ONLY Sub Types ? 01 Foundation ? 14 Aparhments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement 0 26 Public Facility ? 30 Accessory Building ? 27 CommerciaUIndustrial ? 32 Ext Alt-Apartments 0 28 Greenhouse ? 34 Ext Alt-Commercial O 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundati on) ? 45 Fire Repair ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors , 'Demolition (Entire Bitlg only) - Give PCA handout to appliwnt Valuation 3 a o 6 / occupancy Census Code 43 ? Zoning SAC Units Stories Nbr. of Units Sq. Ft. Nbr. of Bldgs Length Type of Const W- ' 8 Width Required Inspections _ Footings(new bidg) _ Foorings(deck) _ Footings (addition) Foundarion Drain Tile ? MCES System ? City water -? Booster Pump PRV ? Fire Sprinklered _ Insulation /FinaUC.O. ? FinallNo C.O. Other iRoof _ Ice Pr _ Decldng _ Insul _ Final _ Pool ? Framing _ Siding _ Fireplace _ R.I. _ Air Test _ Final _ Windows P,pproved By: Planning ? Building Inspector Base Fee Surcharge Plan Review MCES SAC City SAC Water Supply & Storage (WAC) S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total _ Ftgs _ A'u/Gas Tests _ Final Stucco Stone !, INDEPENDENT SCHOOL DISTRICT 196 14445 DIAMOND PATH WEST ROSEMOUNT, MINNESOTA 5 506 8-41 99 Office: (651) 423-7702 Fax: (651) 423-7730 February 4, 2004 Eagan Fire Marshall Dale Wegleitner 3795 Pilot Knob Road Eagan, MN 55123 Deaz Mr. Wegleitner: ?3 Uo ? ?Cc. ¦ MIKE SCHWANKE Coordinator of Facilities Cell Phone: (612) 919-1040 E-mail: schwanma@do.isd196.k12.mn.us fIN 0 F(- cDao 9 J In an effort to limit the number of false alarms at our schools each year, ISD 196 is proposing removing all pull stations not required per the new International Fire Code. This letter is meant to inform you about our plan. I will be sending a floor plan showing which pull stations aze going to be removed and where some will be added. The district will make sure that at a minimum, there aze pull stations located in the main office, custodial area, food service or kitchen area and wood shop. Please find a map of Pinewood Elementary and Blackhawk Middle School which will be our pilot schools for this project. On each map I have an azea for you to sign if it meets your approval. Please review and retum with your approval. If you have any questions or concerns please feel free to contact me at (651) 423-7735. Sincerely, \ _.'_. ?-Y. L). ^ Jon Deutsch Health and Safety Supervisor Independent School District 196 cc: Mike Schwanke, ISD 196, Coordinator ofFacilities 196 Educating our studenfs to reach their full potential $erving Apple Valley, Bumsville, Coates, Eagan, Inver Grove Heights, Lakeville, Rosemount, and Empire and Vermillion Townships y . ? OnRequest"' PiMwaoaes ;:\ ? rm p ^ Floer Plan (ryplup \ p _ ..?....v ,.•••.•. ??, etOB . .??A101 S ? ..,.? uwr ' °? ?•, 9tl?Gretle 1slGMe _-_Bawm.nt 8105 ??• ?-? ' ? A102 .?• 4Bi GaOe 3N Gratle %' ' \,''? • .??\. Biad A103 •. B103 >?s 4th GreCa ? ?° ?' 3rtl Gretle ?.? r P104 41h Oretle lkl? ?f 3rtl Grade ,T? •,?? 9 sg '`?„l. sr" ??. 110 8102 A124 d?A105 qthG?atle Me4leCentar 3rEGretle (t ° ?\ B107 ?@11 1A1 3? ? A108 ?\. srasreaa : HOrfl Wlth Stl'Ob0 amcmae pms y ? .i? ?:.\ L? ,$ 1??"?I ?' ^ ` ` ?? ?? ?A11 ?''y'' % ?1 p,A119 G 1I1I q?\ @ Y@ ;,- W700 °•:. ;, ` - I111L__'JI li"' ,? 3 A W102 ? /`:•?. :, ?-??1 __:?.? .T-- o?k?oom?l ?i? ++a'_ ° ? /.,:i: Pull Station -- . ?., am craae ?": .: ? ? ? ?? ^- ?? --r•, %^f ?.J' rmm cmae .. ----- --?-?? ? f' B11B A120 A12DA A122 \\ - .-.._._...__._... ?isiGrade 8118 1slGetla ELP/Eniich. A121 Center8asetl Control Panel RR? ? II ? Bolle Rm. _. =` f 1 / I Pinewood ES o m? za? aa? sa eo? iao, Pull staiions to be removed (5) IIIIIIIIII ? ? ?12?on 0 ? . OnRequest"' ...?.. m ? ? -? Pin?woatl ES p m ?FlearPlen(TYDiup . .., ....a..,? .:% u _ B?Il6 AP07 ceFrwi 2naGretle \..:-?- ?2nGGraaa Lt Floar ,14 ? \ 4~/ /? ??_???? d 6205 A202 2nOGmtle smr.rane B2D0 A204 i` 2n0 GraEe ?y Stn GraCe p203 ? 8103 2nEOrade 61hdretle , x:. 2nd Grade SN Gatle • \ ?% •? ?, .?. .l 8201 ?A206 % 2ntlGrede ' Qips? ? Oids f ??r' SinOatla /; L.D wzos '?9,w?'?''a ? A2 1-1 J / ? W2a2 Spee .? ComPu[er 8215 ???? A220 51h Grede e S?art?oun ? \\ ?.;' . geChI IJ ? Hom with Strobe °? • a ? cemerea:aa 5?? ???1 ? Pull Station n s szso npRm. -9 A MainOAwe AGrea ? - -'? B252 's e .` II , rkroom? A241 ? f Control Panel I B22B ??1 ?1249a Nurse ry A° A233 Klntlergetlen L? -_'- B228 piy?Washing 8232 ? - Bo s "°m. srora e, -_? Ym ?.. '?? A248 e' .\ Q ? -L? ? 1st Gtade Cafelatlfl?6 ?. - A. Cant -A24 11._PA233A . , L. = Kilrhen r p?` I -? u. PtlnGPe ,i? ?\y KlnOergerten rn II _ _ _ _ _ _ _ ^ ,. ? ? _m ?,_ Ir _ _ Gitls 245 ? -?? AdInsNiIXlon oYSr ? ?I I tli L-.? ? 18 - 22 t 0 ? C 1.0 ce 8244 :..I ? ? ? 8231 ComEOi I 7I A225 B220 NotlK$Ym A232 6 inJ Room Reca?d"19 Kintlergerten wmaeroent If_ . , s C Musi ? y L I 7 ll? ??I? C01 IIIII I 1242 Vocal Music ... B230 L.o Soulh Gym n Pinewood ES ---- - ' ----- ---- - - -d ? ? o ioxoao- eoW mo? Pull stations to be removed (12) IIIIIIIIII (D Pull stations to remain (3) ? Pull stations to be added (2) PLUMBING (COMMERCIAL) Permit Application C`1 City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Date 2 / 2 10 / 03 _ Site Address Unit ?t Tenant Name vriukw&A Former Tenant Name PropertyOwner ?, ?l? ? Q Telephone # (?) p? Contractor Addres City A? State Zip Telephone # ILL7 ) The Applicant is _ Owner Contractor Other Work Type _ New Bldg Add-on _ Repair RPZ PVB Irrigation sys[em * * Jer Wobschall to calcula[e fees. Re uired eter size is P' turbo unless smaller size ermit[ed b Public Works Description of Work ?on To mqwre if Pressure Reducmg Vs1ve is requirzd on new service, caI1651-675-5G46 Meters - Call 651-675-5300 to verify [hat hydrostatic, conductivity, and bacteria rests passed orior to oickine uo meter Imgation Size & Type Avg GPM Fire Size & Price 3/4" di lacement S 156.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 mininium (includes S[ate Surcharge) r, ?l i " Contract Value $ x .Ol% i Fee n R 2002 Bas ? ? I I( M t s) Required on all new buildings & boulevard irrieation svstems $ ' Me[er Read Ifbasc fee is $1,000 or less, surcharge is $.50 $ " State SuiChazge If base fee is over $1,000, surcAarge is $.50 p¢r $1,000 of the Base Fee Following fees apply only when instnlling new irrigatioo system ? $ Y ? Y ^ ? Water Pertnit ^ Conqct Jerry Wobschall at 651-675-5024 for required fee amounts $ Treahnent Plant $ Water Supply & Storage $ State Surcharge ------------------------------------------------------------------------------------------ - -- ----------- --------------- ---- - --------------------------- / $ Total Fee I hereby apply for a Commereial Plumbmg 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 Fagan and with the Plumbing Codes; that I understand this is not a permit, but only an applica6on for a peanit, and work is not to start without a permit; that the work wi be in accordance with the approved plan in the case of work which requires a eview and approval of plans. Applicants rite Name ' Applic zou CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: ! P BUILDING INSPECTOR ? General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $157.00 • RPZ's must be rebuilt every five yeazs. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water, meters include copper horn/strainer, remote wue, and touch-pad meter , GPM METERS USE PRICE GPM METERS :'USE PRICE 1-20 5/8" residential ' $121:00 4=120 1-1/2° ° iTllgation Syst $ 781.00 displacement sm coaunercial turbine** must 1'eCeive maximum approval continuous 10 from Public • Works 2-30 3/4" lawn irrigation $156.00 4-160 2" turbine , lg urigarion syst $ 982.00 maximum displacement residential • . & continuous sm commercial production lines IS 3-50 1" displacement very lg res $200.00 I/4 to 160 2" compound bldgs over $ 1,860.00 bldg to 24 units 65 units maximum sm commercial & continuous & ]g comm bldgs 25 irri ation s tems 5-100 1-1/2" bldgs 25-64 units $484.00 tnaximum displacement & continuous most comm bidgs 50 METERS REOUIItiNG 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,328.00 6-500 4" compound +300 unit bldgs & $3,702.00 syst & production very Ig comm bldgs lines 112-320 3" compound +200 unit bldgs $2,411.00 10-1000 6" compound +400 unit bldgs $6,100.00 very Ig comm bldgs very lg comm bldgs 15-1000 4" turbine verylg irrigation $2,329.00 syst & production lines Uomments • To schedule inspection of the inside water line and backflow preventey call 651-675-5675. • To arrange for water turn-on, ca11 65 1-675-5 300. cc: Maintenance Division Clerical Technician Updated I/03 i 48F •- :? ? CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: PERMIT 4300 DODD RD LOT: 1 BLOCK: 1 STERNS P.I.N.: 10-72550-010-01 DESCRIPTION: PERMITTYPE: auzLozNG Permit Number: 029641 Date Issued: 0 3/ 2 6/ 9 7 ELEMENTARY PUBLIC FACILITY ADDITION E-1 II 1-HR 38 24 1 912 326 SCHOOLS/ED. _..r? % Building Permit Type Buzlding Work Type U?BC occupancy'??. ConstYuction Typse Building'?Length ??, . Bnilding.Width 6uildingstQries,' S.quare' Feet , ' Ceis;us Cocte , REMARKS: MUSIC ROOM FEE SUMMARY: VALUATION Base'Fee Plan Review Surcharge Total Fee $85,000 ?'- PINEWOOD r $793.50 $515.78 $42.50 $1,351.78 CONTRACTOR: - Applicant - OWNER: SRiAW-LUNDQUIST ASSOC INC 24549670 IND SCHOOL DISTRICT 196 2505 DODD RD 14445 DIAMOND PATH ST PAUL MN 55121 ROSEMOUNT MN 55068 (612) 454-0670 L I hareby aokn-dwledge that S have read tfiis?appFication and' state thet th6 informatavn is correct and agree ta comply,,with all applicable State of Mn. 5tatu Cit gan Ordinances. PLICA lPERMITEE SIGNATURE R?,'r)j rnz- ISSUED B: SI ATU E _ __.J 14L41 1997 BUILDING PERMI A F EAIGAN CATION (COMMERCIAL) CITY 681-4675 "-r UL?U .g')ff The following are required with appropriate certification for all Pgyy wnstrudion: ? 2 each: archdectural plans; mech. 8 elec. plans; fire sprinkler plans; strudural plans; site plans; landscaping plans; greding/dreinagelerosion control plan; utllity plan • 1 each: set of specifiptions; set of energy calwlations; eledrical power 8 lighting form; Special Inspections 8 Testing Schedule ? Letter from MCANS (phone #222-8423) indicating SAC determination ? Code analysis indicating: codes used: occupancy classiflcations; setbacks; maximum allowable area as per Building and City Codes alang with sq. ft. per floor; type of construction (synopsis of construdion components) 8 any accupancy or area separation walis; occupancy loads; exit synopsis wRh a diagrem indieating exking loads from each room or area, havel paths 8 all ratad corridors; plumbing fixtures; and parking. DATE: 3- I a' 97 WORK TYPE: e NEw REMODEL DESCRIPTION OF WORK: j4VD1--17(nJ T0 6cr5-17006; 5CAOel- - CONSTRUCTION COST: SS4 00 0 TENANT NAME: ig ? SITEADDRESS LOT--?- BLOCK--L_ SUBD. P.I.D.# PROPERTY OWNER CONTRACTOR ARCHITECTI ENGINEER REC?I?Y? MAR 10 1997 BY.` ' Name: ) SD -4?-- I ci -6 Phone #: us. rinai Street Address / ??'s ????+'??? ? Ciry: ?uh= State: ?'l Zip: =?46g Company:G?- Liz) natt lSTT ? Phone #: Street Address: City: 6CS;k-tA-L m V'3 Zip: Company: iAl-D Ay-e-? Phone #: 22-7-777-S Name: ?P')10A Registration Street Address: Ciry: State: Yo ,j Zip: 2 Sewer 8 water licensed plumber (only if installing sewer & water): I hereby acknowledge that I have read this application and state that applicable State of Minnesota Statutes and City of Eagan Ordinances., comply with all Signature of OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind WORK TYPE ? 19 Comm./Ind. Misc. ,:?;W'20 Public Facility ? 31 New ? 33 Alterations ? 32 Addition ? 34 Repair 't-. ?oc.r4-/0-i..sa. l2?..,_ GENERAL INFORMATION Const. (Actual) .0 • l-Ha (Allowable) 4"• /-Ho- UBC Occupancy £ • / Zoning # of Stories I Length 38 Depth z APPROVALS Planning Basement sq. ft. First Floor sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Building A 1? t?, ILAt ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS 5ystem 4/L City Water ? Fire Sprinklered f% Census Code 3 Zl SAC Code .30 Census Bldg. 1_ yi z Census Unit I Engineering Variance Permit Fee Surcharge Plan Review MCNVS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment Pi. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: C Valuation: $ ?S; o00 % SAC SAC Units Meter Size - city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON NOHENS7EIN, ASSISTANT TO THE ClTY ADMINISTRATOR DALE WEGLEITNER, F1RE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKSlENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR ? RICti BRASCH, WATER RESOURCES COOROINATOR MIKE RIDLEY, SENIOR PLANNER GREGG NOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: y- I I -97 SUBJECT: PtAN REVIEW MEMO 4- 1 3 L I r3?? ? The _ preliminary construcfion plans for ?•?j c? c c o =Lc, µ?= a??+?z Y Sc ?'?: cL are in our plan review secfion for your review and comment. Please notify the Protec5ve Inspections Division if you have any reason that these pians should not be approved and resolve any problems with the affected pardes. If you are requesting that issuance of the building permd be held, please fiil out the proper "hold" request fortn. Commentg: G'?rt c / l7a 1'e, . /1"nA y? C?VL!22,, 70" ??..1?. Indicate any fees that are to be collected with the building permit: ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landsppe security required water quality dedication park dedication trail dedication tree dediqUon Signature Amount Date plaww.row. .'s W _ city of eagan TO: PAT GEAGAN, C1ilEF OF POUCE JON HOHENSTEIN, ASSISTANT TO THE C1TY AOMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBUC WORKSlENGINEERING/UTIL1TiES/STREETS! GENE VANOVERBEKE, FINANCE DIRECTOR RICN BR4SCH, WATER RESQURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GFtEGG HOVE, SUPE32VISOR OF FORESTRY FROM: DALE SCNOEPPNER, SENIOR INSPECTOR DATE: Z- I I-q 7 SUBJECT: PLAN REVIEW MEMO ...r i 3 '?=?t}ZNS .9-.?dlTi?=nl The _preliminary construction plans for _P, &+e: wcc o +-Lc,µ ?-N-r,n-Z y Sc ?-k_cr_ are in our plan review seaian for your review and comment. Please notify the Protecfive Inspeclions Division if you have any reason that these plans should not be approved and resolve any proolems with the affeded parties. If yau are requesfing that issuance of the building permft be held, please fiil out the proper "hold' request fortn. Camments: 6w- Indicate any fees that are to be calleded with the buiiding pertnit: Amaun ? Yes ? No landsqpe security required ? Yes ? No . water quality dedicatian ? Yes ? No park dedicadan ? Yes ? No traii dedication ? Yes ? Na tree dedipuon ? Yes ? No Q?L 2- r9-9-? ' Signature Date ol..?. Y?.^:l`.?J .:.Y^ ? _ city of eagan TO: PAT GFAGAN, CNIEF OF PdUCE JON HOHE4STE3N, ASSiSTANT TO THE C1TY AOMINISTRATOR OALE WEGLEITNER, F1RE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKSIENGiNEERlNGNTII.1TfES/STREETS' GENE VANOVERBE3CE. FINANCE OIRECTOR RlCH BRASCN, WATER RESOURCES COORDlNATOR MIKE RIOLE`(, SENIOR PLANNER GREGG HOVE. SUPERVI50R OF FORESTRY FROM: DALE SCNOEPPNER, SENIOR INSPECTOR DATE: 2- I I-97 SiJBJECT: PWN REVIEW Pa,a N . MEMG - ? S L ? S?? i The_preliminary construclionplansfor -T-1' ??ic? cct) are in our plan review seaion far your review and commenL Piease nodfy the Protective InspeCJans Divisian if you have any reasan that these plans should nat he approved and resolve any problems with the atieCed parties. If you are requesting that issuance of the huiiding permit be held, piease fill out the proper'hald' reQuest form. Comments: Indicate any fees that are to be collecied with the building pertnit: ? Yes ? No landsqpe securiiy required ? Yes ? No water quaiiry dedication ? Yes ? No parlc dedication ? Yes ? No Vail dediwtion ? Yes ? No Vee dedicatian ? Yes ? No Signature Amaunt a a/ 97 Da[e - city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT Td THE ClTY ADMINISTRATOR DALE WEGLE3TNER, FIRE MARSNAL ELECTRICALINSPECTOR PUBLIC WORKSIENGINEERING/UTiLITIESISTREETS GENE VANOVERBEKE, FINANCE DIRECTOR RIC}i BRASCti, WATER RESOURCES COORDINATOR CMIKE. RIDLEY, SENIOR PLANNER , ? GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCtiOEPPNEft, SENIOR INSPECTOR DATE: Z - ! 1 - q 7 SUBJECT: PLAN REVIEW MEMO ±?: i 3 L I r3?? ? ?7T=v}i2NS lTicnl The _ preliminary ? construction plans for -T-? , N j?_ ?2 c o Sc r?: c L are in our pian review secfion for your review and comment. Please notlfy the Protective Inspections Division if you have any reason that these pians should not he approved and resolve any problems with the affected parties. If you are requesting that issuance of the building pertnk be held, please fill out the proper 'hold' request form. Comments: Indicate any fees that are to 6e coll "i with the buiiding pertnit: Amoun ? Yes ? No ? --ired ? Yes ? No %J ? Yes ? No ? ? Yes ? P' ? Yes ? ? ? _ ? Yes ? ? ( ' ? ? Si- ?j ate ? o?.a. ??,?? ?lr ?? ??6? ? ,? , - city of eagan TO: PAT GEAGAN, CHIEF OF POUCE ?JON HOHENSTEIN, ASSISTANT TO THE CITY AOMINI5TRATOR7 DALE WEGLEITNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIES/S7REETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCN, WATER RESOURCE5 COOROINATaR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SC}iOEPPNER, SENIOR INSPECTOR DATE: Z- I 1- y 7 SUBJECT: PLAN REVIEW MEMO s? i 3 L h? =??,2nls ,q-.2O ITi<:n/ The _ preliminary construction plans for ?• ti= w c c D t=LcrN a7•t, 7z Y Sc ?? c L are in our pian review seciion for your review and comment. Please notify the Protective inspections Division if you have any reasan that these plans should not be approved and resolve any protlems with the affected parties. If you are requesting that issuance of the building pertnit be held, piease fill aut the proper "hold" request fortn. Comments: Indicate any fees that are to be coliected with the building pertnit: ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No Iandscape security required water quality dedication park dedication Vail dedication tree dedication ? Yes ? No Le nature Am un R Date ? P?.Iw .? W M _ city of eagan ? H HdM ? FEB 111997 T0: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE C1TY ADMINISTRATOR DALE WEGLE3TNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ENGINEERINGlUTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RiCN BRASCH, WATER RESOURCES COORDINATOR MIKE RIDIEY, SENIOR PLANNER GF2EGG HOVE, SUPERVISOR OF FORESTRY/ FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: y- i I-9 7 SUBJECT: PLAN REVIEW :t?- i 3 MEMO L I r34-? i The _preliminary % cons2rudion plans far ?• Na wcc U rL=,µ 4H? 44 ;,#,2 y Sc ??cL are in our plan review sedion far your review and comment. D1e2se r.c:iAy the ?ro:ec:ivs Ir.specficns Divisien if you have ar.y rezson thai these ptans shculd net he appra: ed and resoive any probfems with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request fortn. Comments: Indicate any fees that are to be colleded with the building pertnit: ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes .--- 0 No tree dediption ? Yes ? No & t ature ? Amaunt Z'I( Da e plvtrav.iw ?,,,,t? s ?? ?? 1989 BDILDING PERMIT IPPLICITION CITY OF EAGAN I (oq (o :1 SINGLS FAMILY Di1ELLIAGS 2 3ET3 OF PLANS 3 HEGISTEUED SITE SOBYEY3 1 SET OF EqEAGY CILCS. MULTIPLS DiiELLINGS RENT?L URTT3 COTSlEACIIL 2 3ET3 OF IACHITECTURAL 6 STBUCTIIAIL PLANS 1 SET OF SPECIPICITIONS 1 3ET OF ENENGI CALCS. FOR 3ALS Ul1IiS • OF 06ITS wOTEt 1DDRE53ES POR COANEA LOTS - CONTRACTOA/90MEOWNER M03T DESIGNASE W9ICH IDDAFSS IS DESIBED. NO CH?NGES fiILL BE AW.OWED ONCE BQILDINd PEAMIT I.4 I33DED.. 9E!tEB S*.l9TEA PERMIT FEES 9t!D ICC4U!!f USp43IT !'-m.-3 FJII.L BE LNCLIfiED fiI'!'8 THF BUILUE*iQ PEAHTT FEE. PROCESSING TIME FOA 3EIiEA ABD 1i9TER PEAMIi3 I3 TWO DIIS ONCE l PERMIT 8A3 BEEP CAMPLETED INDICATING A LICENSED PLUlBEA. PENALTY APPLIF-% WHENt PERMIT IS NOT PAID FOA IN SAHE MONTH IT 13 HEUUES'Ph:U. LOT CHAN(3E IS AEpUESTED ONCE PEflt92T IS ISSUED. ?r?,?TIN.Ci f' FUUN.DP.2l. ? To Be Used For: S ?N?00\ Yaluation: Dates 1q`'Z?\ 4300 Site Address -z>oa,7. OFFICE 03B ONLI Lot ? Bloek ? Oceupaney FF.S ` Zoning ' 'Sub ,Jle fzw5 Aetual Const Bldg. Permit Allorrable Sureharge {3uner 5cvcA Dis?? 1,? 1 of stories Plan Aeviesr a Length SAC. City Address 1'+µ45 Dk<.w^on?} ?'aAh Depth SAC, MWCC S.F. Total Nater Conn r,ity/Zip Code MtA ?JJ06g Footprint S.F. Water Meter `A 400 t;ontractor (I-->. Address 004C? S?-, City/Zip Code ?ACDP???=? rJFJ3 Phone ( Co\Z? Areh. /Engr. W o?? ASS oc. xr??%0'1 Aadress (;, We_?Ff??`St'. su:?-s? City/Zip Code 5`t• PRV?L- 40. S-rjl0-2- Phone # ((olZ? 22?1 --1-1-7.3 lIITLTIPLE DWELLINGS 2 3ET3 OF PLLN3 BEGISTfit1ED 3IiE 30AVESS - (CHECH fi2TH HLDG DIV.) 1 3Ef OF LNSAGI ClLC3. On aite aexage On aite well MWCC SysLem -lef Citq vater l.? PAY required _ Booster Pump _ tPP80VAL3 Plermer Council Bldg. Off. Varianee Acct. Deposit S/W Permit S/il Sureharge Treatment Y1. Aoad Dnit Park Ded. Copies SDBSOTAL Penaltq TOTAL oc /_ ji 7 ?1?? ? t) o- J x .c?oo s = f, c; . ;o989 HI1I1-DIIiG PERMTT APPLICATION CITY OF EAGAN '9141813 3INGLE FAMILY DWELLIRGS l51L2IPI.E DiIELLINGS C014ERCI9L 2 3ETS OF PLANS 3 REGISTEAED SITE SOR9EY3 1 SET OF EAEAGY CALCS. 2 36T3 OF PLiN3 BEGISTfiRED 3ITE 30RVEYS - (CHECE tiITH BLDC DI9.) 1 SET OF EAEAGY CALCS. ¢ 5 ,4 $c?,occ) Date: MULTIPLE D1iELLINGS RENTAL ONITS F09 SALE D9ITS / OF DBITS n0TEt ADDRES3ffi FOR COAHER LOT3 - WNTAACTOR/HOMEOiiNER MOST DESIGNA7E flHICH ADDRESS IS DFSIAED. AO C$`NGES AILL BE lLiAflED ONCE BOILDING PERMIT I3 ISSDED.. ccwcg & veTgP. P3EQlI? F-VF-Q enD erC^Lt!9? DEPOS23 V-WSS IiIS.L EE L?CLOL+ED WT!'H TSE BOIL4S*14 PEIMTT FEE. PROCFSSING TIME FOA SEfiEH lAD WATER PElBlITS IS TWO DAYS ONCE ! PERMIT HAS BEEA COMPLETED INDICITIHG A LICEN3ED PLOlBEA. PENALTY IPPLIR$* WHENs PERMIT IS NOT PAID FOR IN SAME MONTH IT I5 REQUESTZll. LOT CAANGE IS REQOESTED OPICE PERMIT IS ISSUED. P,?e,wo? E \?.M???-?•-7 To Be Used For: Valuation: 4-?00 Site Address zoaz? ? RO. F- Lot ? Block t : ?sun ,ST?1? rits ADD??1t?+t1 ok-ner Address City/Zip Code (ZoS?rnou? M? sJUGfS -:e (C. Coatractor Address IO4C City/Zip Code Phone c) Arch./Engr. W o`? A5S oc ic,?ko-\ Address (; We.t City/Zip Code 5'r• PAv.,L- N\Q . S!S102 ? Phone 0 Dceupaney E-I A-2-1 Zoning PF Actual Const :I-1 N¢ Allorrable ZI-iHR i of atories 2 Length 35!' Depth 22v' S.F. Total 2S."20 Footprint S.F. 52 ISo On site aewage On site xell MWCC System ? City water v PRV required _ Hooster Pump _ 2 SfiTS OF ARCHISECTURAL 8 STaOCTQRAL PLANS 1 SET OF BPECIFIC9TIONS 1 SET OF SAEHGY CALC3. wm Bldg. Permit M51Z -I Sureharge , I y3a Plan Review 1-15 ,17? SAC, City SAC, MWCC ? 99600 Hater Conn Water Meter -- Acet. Deposit S/W Permit a o° S/W Surcharge I " Treatment Y1. 10944 _ Aoad Onit 1 S"oo Park Ded. ? Copies SUBTOTAL Penalty TOTAL ZIM-10/30 Pc- eMir I S-r I vao, oJc) - W,ySs&K X a.oo= I/nt.UE - 5,_?4k6 , v oo 35yo !!** *-%?h 89,z_ ?' :.3.0 Y? ? • r-" . , SUP,C-HAP-Ge Is-r t'S,oDo,ovo = lSoo y96,0ao x, oooos= Zy, 3p Iszy, 10 Pe-view FeEl, -- I 2Si 2 x sa '/, _(256 ?r b? y7 S?-G ?4`6 uuns? Ionxy?S= LI%oo Mwu. 5?S ? 48 = 2 7? o0 TR,PLT, ZZSX48 = f094 U ILOOa LlwI r ?551 Ac-,R6 )c ?oZo = fs3ov ?T'c:TC-CuC?fT ?sr;„ atn??.l i?asc?+ro.,tt, 15 36'1 1Z = ?`gy L BL ( CITYUSEONLY RECEIPT#: llalyx3 SUBD? ? RECEIPTDATE: 69a'91141,9 APPROVED BY: INSPECTOR MECHANICAL PERMIT#: 16Ia 1999 IdECHANICAL f'ERNIIT (CQb'.M£RC1AL) CITY dF E4fiAN S$SO PILOT KNO$ }tD EAfiAN, MN 55122 (651) 681-4675 Piease complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DAT'E: 6-10-99 CONIRACTPRICE: $12,100.00 WORK TYPE: NEW CONSTRUCTION X INTERIOR IMPROVEMENT DESCRIPTION OF WORK: Remodel Ductwark FEES: 1% of contract price OR $30.00 minimum fee, whichever is greater. Processed piping - $30.00 CONTRACT PRICE x 1% $727 _Qp PROCESSED PIPING PERMIT FEE gt zi _ nn STAT'E SURCHARGE .6„{?5- : J'?0 ($.50 per $1;000 o etmit ee due on all permiu.) TOTAL ??' •? -??- ??? /. 5v SITE ADDRESS: 4300 Dodd Road EaQan OWNERNAME: Independent School Dist 11196 pHONE#: (AREA CODE) TENANTNAME (IMPROVEMENTS ONLY): Pinewood Elementarv INSTALLER: Northwest Sheetmetal Co of St. Paul ADDRESS: 110 Sycamore St W CITY: PHONE #: 651-31Q-0102 (AREA CODE) STATE: MN ZIP: 55117 Q S GNATU F PE ITTEE ? CITY USE ONLY + L B RECEIPT #: ? LDqI6_ SUBD. RECEIPTDATE APPROVED BY: INSPECTOR PLUMBING PERMIT ApZ-I-i 1999 PLUMSUVfi PERMrr (coMuiEtcIAL) CITY QF F-kfiAN S$SO PILOT KNOB EtD EAGAv, Htx 55122 (651)681-4675 Please complete for: all commerciallindustrial buildings mul[i-family buildings when separate building permits aze not required for each dwelling uni[ installation of backflow preventer in commercial areas or residential boulevards Dare: Work Type: _ New Bldg. _ Add-on _ Repair _ U.G. Sprinkler _ RPZ Description oP W ork: To inyui: e ii Pressure Reducing 1'aive is re<,uired on ne:r c_: vice, aait £21-4646. ?EES 1% of contract P ? - ! ? L?1r?/ rice or $30.00 minimum Conhact Price: $ ? x 1% $ - COMPLETE THIS AREA ONLY IF 1NSTALLI2VG 1iNDERGROLIND SPRINKLER SYSTEM Backflow Preventer Permit Fee - $ 30A0 R'ater Meter: 2" Turbo 889.00 unless plan approved for smaller size Sen•ice: _ existing (iF coming off domestic line) OR _ new /f "neiv service" contact Jenv Wobschn(] Finance Consulrnnt to confirm addine fees for Water Perniit & Surcharge - $ 50.50 Water Supplv & Storage - $ 825.00 Water Treatment Plant Charge - $ 468.00 Permit Fee State surcharge is calculated from Pemut Fee at right - $.50 for each $1.000 with a minimum of $.50 due State Surcharge $ . 14 Tetal Fee a ldtC-=;o I hereby acknowledge that I have read this applicarion, state that the infoimarion is correct, and agree to comply with all applicable Ciry of Eagan ordinances. It is the applicant's responsibiliry to notify the property owner that the City of Eagan assumes no liability for any damages caused by the Ciry during its normal operational and maintenance activities to the facilities conshucted under this permit within Ciry property/right-of-way/easement. SITE ADDRESS: _ -31)1) Ile-/' TENANT NAME: 9/,Ot&W& D C? c..&%Y/?jz/%AWTELEPHONE #: INSTALLER NAME: STREET ADDRESS: CITY: (AREA CODE TELEPHONE #: cp J ? 7 ? -' 6D 15 (AREA .ODE) STATE: ZIP: 0??? ? ? SIGNATCJRE OF PERMITTEE L I BL I CITY USE ONLY SUBD. q?ziCf-ncw-? APPROVED BY: ' A , INSPECTOR RECEIPT #: I 16 dI iP In RECEIPT DATE: [I ' I O ^ oi ci MECHANICAL PERMIT #: 2)_????G?O 19991H£CHANICEkL PEiiMIT (COMMEACIikL) CITY OF £i4HAN 3830 PILOT KNOS RD EALsA?iv, M1v 55122 (651) 6$1-4675 Please complete for: all commercial/industrial buildings muiii-iamiiy buiidings wF.an separa[a perruiis are nui requir-e; ;nr each c-weiiiriy urtit DATE: CONTRACT PRICE: WORK TYPE: ? NEW CONSTRUCT'fON X INTERIOR IMPROVEMENT DESCRIPTTON OF WORK: FEES: 1% of contract price OR $30.00 minimum fee, whichever is geater. Processed piping - $30.00 CONTRACT PRICE x 1% PROCESSED PIPING PERMIT FEE STATESURCHARGE TOTAL ($.50 per $1,000 of certnit fee due on all permits.) SITE ADDRESS: ?Z? -10b D'p leU OWNERNAME: /f//????' 660 EZE,?PHONE#: TENANT NAME (IMPROVEMENTS ONL1): INSTALLER: (AREA CODE) ArA? MW4?..Y.j ...?• nDDxESS: 1400 E. Hwy. 36 PHONE #: IO ?- 7 9--lod/? ap ewoo , (AREA CODE) CITY: STATE: ZIP: tIGNATURE O PERMITTEE 3 5 q-?Y 1999 BUII.DING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN 651 681-4675 Re uirements to buildin ermit i8L3 co . /9 Foundation Oni New Construction interior Im rovement • Structural Plans (2 sets) . Architectural Plans (2 sets) • Architeclural Plans (2 sets) • Civil Plans (2 sets) • Structural Plans (2 sets) • Code Analysis (1) " • Code Analysis (1) " • Civil Plans (2 sets) • Project Specs (1 set) . Project Specs (1) • Landscaping Plans (2 se[s) • Key Plan • Spec. Insp. & Testin9 Schedule • Code Malysis (1) '" • Master Ezit Plan • SAC determination letter from MGES - • SAC determina6on letter from MGES - call • SAC determination lelter from MClES - rall ca11651-602-1000 651-602-1000 651-602-7000 • Spec.lnsp.&TestingSchedule (1) " • EnergyCalalations (1)notalways" • Project Specs (1) • Elec. Power 8 Lighting Form (1) not aMays " • Energy Calwlations (1) " • ElecVic Power & Lightlng Form (1) ° • Master Exit Plan • 5oils Re ort 1 " Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health. DATE: 5- /Z-9G] WORK TYPE: Call 651-215-0700 for etails. _ NEW _ REMODEL DESCRIPTION OF WORK: gJlL61N6 AODl TZOA{ CONSTRUCTION COST:040D' Oeig TENANT NAME: P1N&WooD E74EY1. SGbfDD L SITE ADDRESS: //?O t.bDJD /2pf1'Q SUITE #: LOT I BLOCK I SUBD. P.I.D. # Name: Phone #: (05/-42 3-"}702 PROPERTY Last Fust O`?Wi ER Sheet Address: / 4/1/ L( S D1911,10NQ p?Te Ciry /2d5E;1k1,0u,v7-- State: M N, Zip: 56-06$ Company: IVD/16ORJ 6u51/LUC.7GU/t/ Phone#: 6r/2-A&k -&o& fP CONTRACTOR Saeet wddress: 59o S 6aL0 c.=x/ !//fG[d..x1 7cifiv Ciry Up1.,06U V4l,t,6'y State: Mw Zip: ??22 ARCHITECT/ ENGINEER Company: W6f.b 2-. MAY 13 AM City S ST. P&-r&71- ST Phone #: /o s( - 2 Z'7 ''7 7 73 Regisharion #: lQOz;'2 State: /LIA? Zip: 1$5'10Z Sewer 8 water licensed plum6er (onlv if installina sewer & water): i hereby acknowledge Ihat I have read this appiication, state that the information is cor nd agreeto comply ' all applicable State of Minnesota Statutes and City of Eagan Ordinancas. Signature of Applicant ? oa?Q OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 26 Public Facility ? 25 Miscellaneous jK,27 Commercial/Industrial WORK TYPE ? 28 Greenhouse ? 29 Antennae Sc/1ov / ? 31 New ? 34 Repairs ? 37 Demolish Bldg. ? 43 Siding/Soffits/Facia K32 Addition ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Windows/Doors ? 33 Alterations ? 36 Move Bldg. ? 42 Reroof ? 45 Fire Repair GENERAL INFURMATION Const. (Actual) '„a - I Re- Basement sq . ft. Census Code ??JZ (Allowable) TjnL Aj-rIZFirst Floor sq . ft. SAC Code 40 UBC Occupancy ? sq. ft. No. of Units _I_ Zoning ? sq . ft. No. of Bldgs. o # of Stories sq . ft. MC/ES System Length sq . ft. City Water Width Footprint sq. ft. (og Fire Sprinklered APPROVALS ' Planning Building Engineering Variance ? Z33 VALUATION: oa-p.i $ 500,600 Permit Fee A, . Surcharge ? I v 1. ti 7. Plan Review ? , ? MC/ES SAC /DSbx B G % SAC 0 D City SAC /aox B.= ? goo e0 SAC Units 8 Water Supply & Storage Meter Size S/W Permit SM/ Surcharge Treatment Piant 40X 8_ v Park Dedication - : Trails Dedication - Water Quality Other - Copies Total ? / 6 &-30, 1 ? . . . ,. .. • i i?rJr-; ,.. .. .. ?:('. .. . s *r„ r.j(.,:.;I::.:: ;Ij:rl?;•c?,• '?_;'.' ?17; 1 'i , ., 31 i jir ri .?_. .f?.r?? .. I.i ?il! . . ,. ;..1.;-. ?II '' I '( . ?tXI i.id!JI:: f r , ...?.-,....,? ?.??... I:.i.i.?:WP..! i ? 4 .:M [_?. 1.". ..U. .. rl,, p..in,,,,;?.. , . ?.. . .. ..Ll ? i ? I I r' ''• , , . .? l.??l I • I ? .???i ? ..!'..? . . . . .... . t ? 91 --i i c•ii - i ? ? ' .. , ... . _ ? r ...a? 3 146 :l.t•,. ' ? !?.i::'•:? .,..:.. . ? ...., ? ;,a : . , in ?: _? J r .r. ?•.llc 'P,..Yi . l;ni;:r Y(.;.^I.ll{'iTll"l.l: r?..i;--;7:N r-.!_ N;De c£'i. J , q. i ::) r i 5?":: c . .. .?::-, : [kr, ii . .JC.;Sr.:'. .IF I I :St'I 'r-.'.Ci Y r.,:tl 50 1. 00 ......:a:l.?:??: ii','V„? !J!iif::'. . i'?•, r•J?^?I.li."? . ? L OFFICE USE ONLY L? ? RECEIPT#: 7,5211 SUBD. RECEIPT OATE: G o? I 1997 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 6874675 Please compbte for: • all commercial/industrial builEings. • muRi-family buildings when separete pertnits are RQ,j required for each dwelling unit. • Deckfiow preventer to be installed in commerdal areas or residential DoubvarOs OATE: G//f / WORK TYPE: _ New Conat. J--? AddAn _ Repair ? DESCRIPTION OF WORK: IS WATER METER REQUIRED? _ Ye5 ±?No. ARE FLUSHOMETERS TO BE INSTALLED7 _ Yes '?No UNDERGROUND SPRINKLER SYSTEM INSTALLING METER? _ Ves ? No. NEW SERVICE7 _ Yes !/^ No WATER PLOW: GPM. Pressure Reducing VaWe may be required H installing new service - contad City's Engineering Department at 681-4646. FAILURE TO PROVIDE THE ABOVE INFORMATION WIIL RESULT IN A DELAY OF METER tSSUANCE FEES Mlnimum fce oi $25.00 oi 1% of coMrect price, whichever is greater. Mlnimum Stete Surcharge of a.50 tlue on all pertnits. CONTRACT PRICE: $ lz.z 4000. Od x 1% = $ I d?O •09 COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM BACKFLOW PREVENTER FEE $ 25.00 = § WATER PERMIT (new service only) 50.00 = $ WAC (new service only - per connection) 760.00 = $ WATER TREATMENT (new senice only - per conneMion) 420.00 = $ CITY INSTALIED TAP 300.00 = $ METER: t" =$785.00 , 2" TURBO =$846.D0 ? g PERMIT FEE $ I10• dD FlGURE SURCWIRGE AT 60 CENTS FOR EVERY $11,000 OF PERMIT iEE GUE STATE SURCHARGE $ effd TOTAL $ I A? 0, -5o I hereby adcnowbdge that I have read Nis applieaUon, state that the intortnation is comect, and apiee to wmply with ali applicabb City ot Eagan ordinances. R ia fhe applicaM's responsi6ilily to notily Ne property ownerthat the Cly of Eagan assumes no liebility for any damages caused by the City during ds nortnal operetional anE maintenance aclivities to the faciikies eonstructed under Mis pertnit wRhin Ciry Droperry/right-of-way/easerrrent. 5ITEADDRESS: ?0eve-l ?I ? C,7/ TErurrr w4ME: G?'0o &/ y Sre. OWNER NAME: INSTALLERNAME: !'7Gi/1Wi19 G 7ELEPHONE4: ter9D- ¢?? a STREETADDRESS: -/ZqO '1? Ll;p 14? arv: lTt?a.?s?sLL?? srnre: ??•-vi-?. zia: zJ x APPLICANTS SIGNATURE OfFlCE IIbE ONLV • PEVERyE SDE ??- ;_?teV?l? ??0c) u??& ?-_CD Project: pinewood Elementary School-Addition Project #: 980385 Description: two Story-two classrtn addition Location: City of Eagan 1. Duties af Muoicipality. Please check the duties you are willing to contract (a or b must be initialed by State Building Inspector). a. Attend to all aspects of State Building Code administration, including: 1. Preliminary plan review with Building Codes and Standards Division Plan Review Staff when required by the Building Codes and Standards Division. 2. Plan Review of building and grounds with municipal plan review comments, designers responses, and state plan review application form signed by designer and forwarded to the Building Codes and Standards Division. 3. Interpretations, application, and enforcement of all code provisions. 4. Issuance of all permits. 5. Documentation on file of all equivatences and modifications to code as required by UBC 105 and 106. 6. Maintain all records. 7. Issuance of certificate of occupancy with a copy informing the State Building Inspector when services are completed. 6. Attend to all required inspections of said building including: 1. Issuance of all permits. 2. Maintain all records. 3. Issuance of certificate of occupancy with a copy informing the State Building Inspector when services are completed. 2. All costs otbuilding code administration sha116e as prescribed by Minnesota Statute 16B.61 Subd. la. IN WITNESS WHEREOF, the par[ies have caused this agreement to be duly executed intending to be bound thereby. 7 A?PROVED: 1 ? , 9/,?se BU LD OFFICIAL D?TE?? APPROVED: STATE BUILDING OFFICIAL VED: DATE: MUNICIPAL MANAGER/AD INIS'CRATOR DATE PaFormAG Page: 2 '.D'L-? q l I ?e lq R 4o bC. +- S4v-&4.w.4? 1,Q..t,J . MEMO TO: DIANE DOT4N8l IITILITY SILLING CLERR FROM: EDWARD RIRSCHT, 8R. ENC3INEERING TECH DATE: OCTOBER 24, 1990 SQBJECT: STREETLIGHT ENERGY COSTS FOR LOT 1, BLOCR 1 OF STERNS ADDITION (PINEWOOD ELEMENTARY SCHOOL) This memo is to inform your Department to start to invoice the energy costs effective December 1, 1990 for Lot 1, Block 1 of Sterns Addition (Pinewood Elementary School) for 3-150 watt high pressure sodium street lights. Invoice Lot 1, Block 1, Sterns Addition $82.80 per quarter (3-150 watt at $8.00 per month per light =$72.00 x 15% overhead = $82.80. Edward J. irscht Sr. Engineering Tech cc: Michael P. Foertsch, Assistant City Engineer EJK/jf 'sso oio o/ MEMO TO: DZANE DOWNB? IITILITY BZLLING CLSRR FROM: EDWARD J. RIRSCHT, SR. ENGINEERING TECH DATE: AUGIIST 30, 1990 SIIBJECT: PINEWOOD ELEMENTARY SCHOOL 4300 DODD ROAD I have computed the REF's for Pinewood Elementary School and the total REF's are 38.8. r Sr.yEngineering•Tech cc: Michael P. Foertsch, Assistant City Engineer EJK/jf _A _. ?r er STeguS APr?rrlo? STATE OF MINNESOTA DEPARTMENT OF AOMINISTRATION SAINT PAUL BUILDING CODES AND STANDARDS DIVISION September 13, 1990 Eric Linner AIN Wold Association 530 Northern Federal St. Pau], Minreseta Dear ldr. Linner: 408 METRO SOUARE 7TH ANp ROBERT STS. BT. PAUL, MN 55101 Phona, 612/2964639 6uilding 55102 Our files do not indicate that proper notification has been sent to School Districi 196 indicating proper usage of the second story in the new elementary schools in Eagan and Rosemount. We have enclosed a copy of the second story of this school design showing where the kindergarten, first and second grade classes could be located to comply with UBC E302(c). Because of the linitations of UQC 802(c) requiring a sprinklered building throughout and second story stair exits to be for exclusive use of the kindei-garten, firsi or second grade students, locations of third, fourth and fifth grade students are restricted to specific classrooms on the second story when kindergarteri, first or second gr•ade students are also located on the second stoi°y. As shown on the enclosed drawing, vre have divided the classrooms into four groups. The objective of UBC 802(c) is when stairs are used as an exit from tfie second story for kinderga.rten, first or second grade students it must be exclusively for them and not used as an exit for older children. To meet ihis requirement we have determined tfiat the following situations would comply: l. lf the eniire second story was I;indergarien (K), first or second grade students, or; 2. If classroom groups A or p or A and D were K, first or second grade students because they would use stairs #1 or #5 as an exit, or; 3. If classroom groups B and C were K, first or second grade students. (Note 6oth B and C must be K, fii°st or second grade stutients because they aiould use stair #3 as an exit.) AN EQUAL OPPORTUNITY EMPLOYEfl -A210-OO Page Two September 13, 1990 Mr. Eric Linner Kindergarten, first or second grade students may be mixed with third, fourth and fifth grade students on ihe first story provided they do not use stairs to second story for exits. Please forward this information to District 196 offices as we have sent copies to Eagan and Rosemount building officials and fire marshals. If you have any questions, contact our office at 612-296-4630. Yours truly, B DING ODES & S ichard A. Brooks Uirector RAB:p cc: ?Uoug Reid, Bldg Ronald Wasmund, enclosure Offl., Eagan Bldg. Offl., Rosemount Department of Administration BUILDIN6 CODES AND STANDARDS DIVISION ..r, - /- /' /9l, ift?zzc-? COPY TO BUILDING OFFICIAL : Reid, Douglas Michael City of Eagan . 3830 Pilot Knob Road Eagan MN 55122 Project Tit1e : Pinewood School Project Descr.: Sprinkle DATE : 09/04/90 Location : Eagan Date Received : 083090 Plan Review Number: 900402 Reviewer: Arnie Olson Phone: 612/296-2929 Dear Building Official: The construction documents, for the project deacribed above, have been reviewed and found to be in substantial compliance with requirements of the Minnesota State Suilding Code. Enclosed is a aigned copy authorizing conatruction of the project. Such authorization by this office doea not relieve the Building Official from the reaponsibility of code compliance enforcement prior to iesuance of the certificate of occupancy. Yours truly, BUILDING CODES & STANDARDS !Zyn" g ' ? Thomae R. Joachi? Supervisor, Plan Review TJ:p attachment: Application For Plan Review Form Form BDB0013A 408 Maro Square 7th and Aohrt Sts. Saint PaW, Mioneso[a 55101 Phone. (612) 296-0639 FAX: (612) 297-1973 w? R G?.?a?c' ?:V r 4JjN\f4 STATE OF MINNESOTA DEPARTMENT OF ADMINISTRATION 3AINT PAUL BUILDINO COOES AND CONSTRUCTION AUTHORIZATION STANDARDS DIVISION COPY TO BUILDING OFFICIAL : Reid, Douglas Michael City of Eagan 3830 Pilot Knob Road Eagan MN 55122 408 M6TR0 BOIIARE 7TH AND ROBERT 6T5. HT. PAUL, MN 58101 Phone: 612/296-4639 DATE : 08/09/89 Project Title : ISD # 196 Schools Project Descr.: Pinewood & Shannon Park Elementary's. Location : Eagan & Rosemount Date Received : 051789 P1an Review Number: 890251 Dear Building Official: The construction documents, for the project described above, have been reviewed and found to be in substantial compliance with requirements of the Minnesota State Building Code. Enclosed is a signed copy authorizing construction of the project. Such authorization by this office does not relieve the Building Official from the responsibility of code compliance enforcement prior to issuance of the certificate of occupancy. Yours truly, BUTLD CODES & STANDARDS - c?-C? V'- Thomas R. Jo h'm Supervisor, 1 n Review TJ:p attachment: Application For Plan Review Form FOrnt BDB0013A AN EQUAL OPPORTUNITY EMPLOYER -ap-O PrAN RF-vzFN aM'rrrs PFOJU7P `:I'1`Lti: Pinewood, Shannon Park Is'lementary Schools, ISD #196 ? HCD PLAN [JD. 890251 O PIAN REVIL•TED BY: Scott McLellan Si?I `-'- v Ccde Administrator The comnents listed belcxa refer to documents that make up the Minnesota State Building Ccde. Certain code deficiencies may not have been included in this report, but that shall not be construed as an approval of such code cleficiencies. 1. UBC 505(e). Provide evidence that openings B232L and B232M and glazed openings between 13232A and B232B, croriply with this code for a 1-1/2 hour fire protection rating. 2. UBC 603 and 803. Fnsure that Pinewrood Sckiool has access to a cortpleted public street prior tio occupancy. 3. UBC Table 17-A and Chapter 19. The classification of this building is Type II-N and Type II ore hour. Cpmbustible framing such as the fire retardant plywood and framing shown in details 1/6100, 3/7415 and 47/4200 is not permitted. Respecify in all locations. 4. UBC 808. Door B219B must be a 3/4 hour labeled assembly. 5. UBC 809 Amended. Ensure that the fire alarm system is installed so throughout and complies with NFPA 72-A-79 and this section. 6. UBC 3302 (b) . The maxim.ml permitted occLpant loac7 of 910, when foldin9 doors are operi shall be posted riear the main exit of the %qq/Cafeteria. Each of the partitioned gyms shall be posted for 135. 7. UBC 3303(b). The exit doors installed in the folding gSRn partitions mist be loca ted b) provide the minimnn required exit separation frmn Room B231. 8. UBC 3304(g) Identify "AUTODR" as shaan in hardware schedule. 9. [JBC 3317/3318. Verify that the second required exit from Roan B231, which passes throuqh the folding partition, is not provided with a latch or lock. 10. iJBC 3305(h). Transfer grill ductwork system is not permitted in corridor walls. Redesign accordingly. a 11. UBC 3305(h), Glazed openings A209L and A209M must be identified as 1/4 inch thick wire glass installed in steel frames. 12. UBC 3305(h). Respecify glazing in Room II250 tp be within 25& of each wall. 13. UBC 3306. Specify the rise arx3 run of stair F tA conply with this code. 14. UBC 3314. I1luminated exit signs shall be installed at the second 0 required exit from Rooms A221, A233 and B231. 15. UBC 3314. Illuminated exit sign shall be deleted from above door I3220A. 16. UBC 3207. Note the roof located over ICindergarten wing. It is not clear. ? that the corner.s without drains will drain properly. Please caranent. 17. UBC 3801. The aubomatic fire sprinkler system m.ist be installed throughout the building in accordance with UBC Standard 3E3-1. Shop drawings rrust be su6mitted for our review prior to installation. 18. UBC Chapter 42. Verify that "Tackboard" and its.cwering caTply with this chapter for flamespread or area. See exceptirn 1 of 4204(a). 19. UHC 4304(e). Verify that penetrations of fire resistive walls which require protected apenings will be rnly ty occasional pipes, conduits, sleeves and electrical outlets of cqrper, sheet steel or ferrous construction. 20. UBC 4304(e). Specify a listed firestopping design for each fire resistive wall penetratirn requiring protected openings. 21. UHC 5406(d). It is mt clear that aluminum windaas (V) conaist of safety glazinq where required. Verify i:he lites in excess of 9 sq. ft. and whose lowest edge is less than 18 inches abwe the finishcd floor or walking surface. 22. NLSBC 1340.0300 Subp. 2. Access tn the main building entrance from the handicap parking stalls, shall be 1y a 9 foot wide walk with a slope not exceeding 1 vertical ho 20 horizontal. Specify accordingly. ? 23. MSBC 1340.0300 Subp. 5. Identify harr3icap parking stalls with above ground signage as specified by Minnesota Statutes. 24. MSBC 1340.0300 Subp. 6.E. The following doors shall be providecl v:ith a 1 foot landing on the ]atch side; A126A and B, A212, B246, 8249, 8212. 25. MSBC 1340.0500 Subp, 1. Front entry stalls shall have bars mounted on both sides. Revise 2/A1.2. Side entry shall have lavs recessed for access to water closet. 4/A1.2. 26. MSHC 1340.0300 Subp. 6.F. Specify lever handles at tAilet room entrances. 27. MSBC 1340.0500 Subps. 1, 2, 3, arid 5. Provide elevaticns of toilet rooms • and shaaers which shaa campliance with these sections. 28. MSBC 1340.0600 Subp. 2. Identify that mirrors, shelves arxl taael racks, dispensers, etc., will be mounted so that the bottom/working height is no higher than 40 inches above the floor. 29. MSHC 1340.0800. Identify that the top of controls for elevatpr controls, thermostats, fire alarms, arr3 similar equipment shall be not higher than five feet above the floor. 30. MSBC 1340.0900. Identify that tactile identification will be provided as required. `';s:` ? . 31. The soils investigation report for Shannon Park identifies allawable bearing capacity of betwean 1500 ko 3000 powx]s per square foot drpenc9ing ? on the £mting e'levation. The footings havc heen design for 2000 PSF. Fnsure that soils are corrected to provide the safe rninirrozm allavak;le bearing capacity of 2000 PSF. 32. UBC 2308(b). Indicate rn the structural drawings the equivalent fluid pressure used in the design of the retaining and belaa-grade walls. 33. UBC 2304(c). Indicate ai the structural drawings that classroom were designed for a mininwn concentrated load of 1000 pounds or that Ehe stresses produced }Dy the required uniform loading are greater. 34. UBC 2714. Irr7icate rn the drawings arr] specifications that "Structural we lding shall be in accordance with the 'Structural Welding Code-Steel' ANSI/AWS D1.1-84 as adopted with amerclments try UBC Standard No. 27-6". 35. UBC 2715. Zndicate cn the drawings and sgecifications that, "The design, fabrication, and erectirn of open web steel joists an3 joist girders shall be in accordance with UBC Standard 27-4". 36. UHC 2720. Irxiicate rn the drawings ard specifications that, "The fabrication, erection, identification and painting of structural steel shall be in accordance with UBC Standard No. 27-21'. 37. UBC 2713. Indicate ai the drawing and specifications that, "Structural joints using A325 or A490 bolts Types 1, 2 arr] 3, or equivalent fasteners ? are designed and shall be assembled itt accordance with UBC Standard tvo. 27-7". 38. UBC Chapter 27. Indicate an the drawings and specifications that, "StrLv-tural steel work shall be in accordance with UBC Chapter 27 arxl the applicable referenced standards". 39. UBC 306 (a). 7fie aaner is responsible to e[tploy a special inspector to inspect the follaving: soils correcticn/excavatiari; placement of cowrete and reinEorcing steel; reinforced masonry; structural welding; high-strength bolting. Please acknaaledge that the aaner has been notified of same. 40. ICC 502.1 and 3. Exterior energy envelope calculations shall be cowleted acrl submitted Uo verify canpIiarice with this seciton. 41. P'IDC 504.8.2.1 Idzntify that all lavatories will be equipped with outlet devices which limit the flaa of hot water to a maxiimmt of 0.5 gpm or be equipped with self-closing valves. 42. MOC 503.2.3 Amended. The rated capacity of the heating/cooling system may not be greater thaui 115 percent of the calculated heating load nor more than 100 percent of the calculated cooling load. Provide justifying load calculations in accordance with Sectirn 1345.0200 of the State Mechanical Code. 11 43. The installer of the uriderground fuel oi7. storage tanks m:st receive approval fran the StaGe Fite Marshal Divisim prior to instal.lation. 44. MSBC 1340.3300. Clarify that all air handling units over 2000 CFt9 will be provided with smoke detector shutdaMm, 45. MSBC 1340.1110. Specify that a grease interceptor will he installed as required. 46. Submit letter from local fire marshal and huilding official that you met local ordinances £or prcperty setbacks, hydrant spacing, fire truck access roadways and turnarounds, etc. SM:p 6/19/89 :.? S7ATE OF MINNESO7A DEPARTMENT OF ADMINISTRATION SAINT PAUL BUILDINO CODES AND STANDARDS DIVISION July 31, 1989 Mr. Eric B. Linner, AIA Project Manager The Wold Association Architects 6 West 5th Street, Suite 520 St. Paul, MN 55102 SUBJECT: Our Review of Your July 14 Letter Regarding Pinewood and Shannon Park Elementary Schools Dear Mr. Linner: dOB METRO SOUARE 7TH AND HUDERT STS. ST. PAUL, MN 55101 Phone: 612/296-4639 The following items are numbered in accordance with our plan review letter and remain to be addressed as indicated: (1) 3. Except for incidental wood framing as permitted by code, wood construction in this building type is prohibited. (2) 6. Specify required signage. (3) 8. Explain function and purpose. (4) 9. A second appropriately-spaced exit is required from Room B231. (5) 12. Reduce glazing area as required. (6) 23. Specify required signage. (7) 25. The intent is that side entry stalls can have two useable grab bars. Rear mounted grab bars are not useable in front entry stalls. (8) 27. Vertical bars must be extended to 30 inches above the seat. All showers must be handicap accessible. (9) 30. Specify required signage. (10) 31. Either the assumed bearing capacity must be revised to 1500 PSF or the soils report must be updated. (11) 32.-38. Revisions must be made by the registered structural designer. (12) 46. We are still awaiting confirmation from the City of Rosemount. These and all items required to be changed as identified in our previous letter, must be incorporated into the contract documents and submitted to this office. Sincerely, BUILDING CODES AND STANDARDS DIVISION Scott D. McLellan Code Administrator/Consultant SMCL/hj AN fQUAL OPPORTUNITY EMPLOYER cc: Thomas Joachim •?•v ?? ? The Wold Association • Architects 6 West 5th Street, $uite 520, St.Paul, Minnesota 55102 612/ 2277773 July 14, 1989 Mr. Thanas R. Joachim ?--.- Supervisor, Plan Review ?'>!1 ?.?.r? _._ State of Minnesota ?F,-li Deoartment of Adninistration 40$ Metro Sauare ?r . St, Paul, Minnesota 55101 ? Re; Pinewood and Shannon Park Elementary Schools '--`---""""-----?----1 Carmission No. 8826 Dear Thomas: We have reviewed vour plan review and have addressed the items as follows: Item l: You have allowed one hour glazing (contra-flam glass) and a sprinkler head water wall at openings to canoly with the 1-1/2 hour rating. We have done this with the understanding this is an acceoted oractice. Item 2: The CitY of Eagan and City of Rosernount are having streets built in front of both buildings this sumner/fall. They will be done bv Sumner of 1990 for school occuoancy. Iterrt 3: ' We will have the wood framing inside the building covered with 5/8" gypsum board type "x". Chapter 19 references Chapter 17 for fire-resistive reauirements. UBC 1709 requires non-combustible faces; the coverings are of non-combustible metal. ..Item 4: We will change door B2196 to 60 minute construction. Ltem-5i Fire alarm system is designed to comply with NFPA-72-A-79. __. ? . ' Item 6: ' ,Signage will be done under a separate oackage. ,Ltenr-7:- We will locate exit doors in both partitions to accomplish exiting. ?J Item 8:.` AUTODR refers to a UL listed Autanatic Door Bottan. Clark D. Wold MichaelS.Coz Gl N L ILEYII 9 ? This is not a req,uired exit, per our preliminary code revi.ew. orman ewwe . . Kevin P. Suilivan CliflordN.Buikema ;C_ Yltem-16':- 'Transfer duct system in corridor walls to be revised. Revisions Eric B. Linner Caren S. Iverson submi tted at a 1 ater date. AN EQUAL OPPORTUNITY EMPLOYER ,_Itern 11: This was changed bv Addendum #2. Item 12i, We are installing a sprinkler water wall at these borrowed lights. .. - __ ,_I.terrr-T3: ""Stair 'F' has 5-6" risers and 4-12" treads, which meets the code. ,. .I.tern-14: Illuminated exit signs will be installed at the second exits fran Rooms A221, A233, B231. ,. Item-15: -Exit sign above door B220A will be deleted. Item 16: 'Roof drains are located at the low ooint on this roof. We are confident water will drain. Item 17: An autanatic sarinkler s.ystem will be installed throughout the building in accordance with governing codes. Shop drawings will be prepared and submitted for review by the Mechanical Contractor. Item 18: Tackboard and covering has a Class I flamesoread. Item-19:" All openings in fire resistive walls will meet the UBC. Item-20: Specifications reauire the contractor installing firestoooing to submit a listed firestopoing design they will be using. We will forward this information when we recieve it. Item 21: All aluminum windows are 20" or more above finished floor. Aluminum curtain wall windows lower than 20" above finished floor have safetv glass (Glass types #2 & 5) as reouired by the U6C. Item 22: Access to the main entrv will ineet the MSBC. Item 23: Signage will be done by seoarate aackaqe. Item 24: Doors A126A and B, MSBC 1340.0300 Subp. 3 does not reouire these to be a handicapped entrance. Doors A212 and E3212 have one foot at latch side of door. Doors B246 and B249 have 7'-0" on latch side of door. Item 25: MSBC 1340.0500 Subp. 1 allows one side and one rear grab bar. Toilet Roan (4/A1.2) is designed per detail 14 on page 179 of MSBC. Item 26: Lever handles are specified. Item 27: We have attached re4uired details. The shower is not public, and will not be handicap accessible. ,. Item 28:- Installation of all devices will meet MSBC. ,,. I-tem 29:' Installation of ali devices will meet MSBC. ___..1 ,- Item 30:: Signage will be by separate package. ,- _ ItemThe structural notes indicate that the bearing value is to be field ' verified. The soils engineer oreviously indicated that 2,000 psf bearing capacity soil is anticipated. t rrC_Ltems--32-38° Notes have been added to drawings per attached Supplemental Instruction. ?I•?em34':" The Owner has hired Twin Cit,y Testing. ,.ItwL-44;---An exterior enerQy envelope calculation has been completed and is included with this letter. ,;,?,.,_I.tan-41-? All public lavatories have self-closing valves. IteaM42" The buildina is divided into six (6) cooling zones. Each zone is - served b,y an air handling unit with an air cooled condensing unit. CALCULATED LOAD AHU #1 70 Tons AHU #2 52 Tons AHU #3 69.5 Tons AHU #4 46 Tons AHU #5 11.5 Tons AHU {i7 7.5 Tons IPMENT $ELECTION LOAD JO Tons 57 Tons 70 Tons 49.6 Tons 14 Tons 7.5 Tons Equipment selection is based on the capacity nearest the calculated load. The total calculated heating load for the building is 4512 M3H. This load includes: transmission, infiltration, ventilation and domestic hot water. The boilers were selected 2/3 the calculated load or 2/3 x 4512 MBH = 3008 MBH, The nearest boiler size is 3350 MBH output. This method has one (1) boiler supplying the heat a majorit,y of the time and onlv at extreme conditions will the second boiler cane on. This also will provide the building owner standb,y capacity. ILem-43:"" The Mechanical Contractor shall be notified that they must first receive aDoroval from the State Fire Marshal division orior to installing the underground fuel oil storage tank. 4AW ..Item-44:- All air handling units over 2000 CFM have smoke detection for autanatic shutdown. ,,Jtem-45?'" A grease interceotor will be provided if reauired hy the local authorities. . Item 46;: Letter from Citv of.Eagan is attached. City of Rosemount is unclear -- as to what vou want. Please call us to go over an.y issues unclear. S i ncerel y, THE WOLD ASSOCIATION t* V ?^ufMVf/?/ Eric B. Linner, AIA Project Manager cc: Ron LaMere, Mike Plumedahl, Len Groschen, Naeem Oureshi, Kevin Sullivan Enclosures pl_IC A9 '8`3 IHE IduLI! H'_?=?VCIHTTiifl i The Wold Association • Architects August 9, 1989 P.?131 8 West 5th Street, Suite 520, St.Paul, Minnesota 55102 612/227 7773 Mr. Thomas Joachim Snprsvisor, Plaa Review Minncsota Department of Adminisiration 90$ Metro Sqwve Building St. Paul, Minnesota 55101 RE: Pinewood attd Shanaon Pazk Eleineatary School Commission No. 8826 Dear Tom: Per our meeting this aftnrnoon, the following issues were discussed and resolvod so authorization for construcuon can be issued to be Gti[ies of Eagan and Rosemount. (1) 3. We hAVe changed the plywood sheaTLing to gypsum sheatbing. (2) 6. Signage which will be donc under a separate package will meet the MSBC, (3) 8. Automatic door bottom refers to a LJT. luted sound conuol in tke, music suite. (4) 9- The operable partitions have persoa doors located oa the south end of the room to supplement existing. (5) ]2. We will eiSher reduce the amount ol' glazing or iastall 45 miuuta y,lazing, (6) 23• Sigaage which will be done undor a separate package will m"t zha ?v1S13C. (7) 25. We.will revise ihe gab baz on the stall in quesROn to b,avc side mounted bars. (8) 27. The shower is for privata use and will not be available for public use during activities scheduted at the gyrunasium. (9) 30. Signage wLich wilt be dane uadmr a aeparate package will meet tkn MSBC. (30) 31, 'Iwia City Testing is forwarding a IGttcr conGrmiag the verbaJ bearring Cianc 1), wad caP8C+t3' af 2,000 PSP'. We will fotwaid a topy of this to your office. Michael S. Cox . Norman L. Glawwe .. Kavin P. Sullivan ClAlord N. Buikema Eric H. Linnqr ? Caren S. Iversan AN EQUAL OPPORTUNITY EMPLOYER RIIG 09 789 08:25 THE bIOLD HSSOCIATI,_?iI F'.3'? L.etter to Mr. Thomu Joachim August 9, 1989 Page'Itvo (11) 32•38. These revisions were issued under Archi[ectural Supplemenfal Instruction #2. By referencing th6se cbangea ta Structural Drawing 51,0, Lhe - commencs fall under the siUmature of tke auucturul tnqnaEr. (12) 46. . Wa a;rZ waiting for a lZtter &om tLa City of ltosempunt. We underscand you will nac hold up the process by waiting for this lettzr. We agree to work with thcm and resolve ttny issuos Ihey have. Wc understand you will fax cons[ruction authorizations immediately after you receivc this response. T6ank you for your timely response in resolving these usues. Sincerely, THE WpI.T) ASSOCIA7ZON ?6 WAW Eric B. Ianner, ATA Project Maoager . a Tne woId associati«, , archdects (D ee Reference DetaYs Plan Ref. i ? z 1 -a ? 51 te GRAE) EARS ?2411 x 3(p" MIRFOR LAVATORY MIRRORS NorE : gF-E 11,V' P L AN S FOR LOCATIO NS OF ACCESSORIE SubJectTOILET? E>ATH ACCESSORIES-MOUNTING NEICaN7S I Date: JuW 131)q&M Reviabns Q/-}S /"'a Job No. %2'2) 1 i 10800 OF GC7gC1 3795 Pilot Knob Rood Eagan, Minnesota 55122 Phone:(612) 454-5274 June 29, 1989 V?.. V JUL 0 5 iz-)39 THp W04fj ASSUCIATI()N Mr. Eric B. Linner The Wold Association - Architects 6 West 5th Street Suite 520 St. Paul, MN 55102 Dear Mr. Linner, viC ELLISON Moyor MOMiaS EGAN DAVID K. GUSiAF$ON PAMEIA McCREA iHEODORE WACHiER Council Membeis 1NOMA5 IIEDGES City Administialor EUGENEVAN OVERBEKE CiN Oark After review the plans for Pinewood School, the City of Eaqan Fire Department has no problems with current design for fire protection and access to the building. Sincerely, 00??,? ? ? IL Dale L. Wegleitner FIRE IidSPECTOR cc: Doug Reid, Chief Building Inspector school.dlw fire department KEN SOU?iORN Celel DICK SCHINDELDECNER Awsicnt Cniel DAVE DI IOLA dsftciCniei THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY ARCHIT[CT'S SUPPLEMEN7AL INSTRUCTIONS AfA DOCUMLNT G7 70 (lnsVuctions on revcrse sic7e) PROJECT: Pinewood Elementary/Eagan (name,address) Shannon Park Elementary/ Rosemount O%A'NEr.: Ind. School District 0196 TO: Loeffel-Engstrand Co. (Contractor) 1040 South Sixth Street Hopkins, MN 55343 CON7KAC1' rOR: General Construction Owner 0 [3ertsch Architect (Z linner Consultant N LaMere, Welter, Plwnedahl Contractor W Coffman field ? Other ? ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 2 DATE OF ISSUANCE: July 13, 1989 ARCHITrCT: The Wold Association 6 West Fifth 5treet, Suite 520 St. Paul, MIJ 55102 ARCHIT[CT'S PROJECT NO: 8826 The \Vork shall be carried out in accordance with the following supplemental instrudions issued in accord- ance with Ihe Cnniract Documenis without change in Contract Sum or Coniract Time. Pnor to proceeding in accordance wifh these instructions, indicate your acceptance or these insiructions ior minor change to the bVork as consistent with the Contract Documenls and return a copy b the Architect. Description: Add the following notes to Sheet 51.0 as requested by the State of Minnesota: 1. An equivalent fluid weight of 45 pcf was used in the design of retaining and below grade walls. 2. A uniform floor loading governed the floor design in lieu of a 1,000 lb. concentrated load distributed over a space 2.5 feet square. 3. Structural welding shall be in accordance with the "Structural Welding Code - Steel" ANSI/AWS D1.1-84 as adopted with amendments by UBC Standard No. 27.6. 4. The design, fabrication and erection of open web steel joists and joist girders shall be in accordance with the UBC Standard 27-4. 5. The fabrication, erection and identification and painting of structural steel shall be in accordance with UBC Standard 27-2. 6. Structural joints using A325 or A490 bolts Type 1, 2 and 3 or equivalent fasteners are designed and shall be assembled in accordance with UBC Standard 27-7. 7. Sti•uctural steel work shall be in accordance with UBC Chapter 27 and the applicable referenced standards. issuEO: THE WOLD ASSOCIATION .scCePTeo: BY t&XQ, ?UWV BY Architect Contractor Date AIA DOCUMENT G710 • AR[HITECT'S SUPPLEME\'TAL IN'STRURION$ • AIARCH 19:9 EDRIO\' • AIAc' 01979 • THE AAIERICAN IkSTiTUTE OF ARCNITECTt, 1735 ?E\Y 1'OFK A\'E., N.W.. \YASHINGTOh', U.C. 20006 G710-1979 EXTERIOR ENVELOPE AVERAGE "U" COMPUTATTOPI 041NER Indeoendent School District N196 $ITE ADDRE55 14445 Diamond Path Road Rosemount, MN DATE 7-12'89 PHONE 423-9400 . Pinewood b Shannon Park Elementary Schools Determine working square footage of each. 1. Total exposed wall area ....... 24_638 •_ sq. ft. x.23_ 2. Total roof/ceiling area ...... 46.894 sq. ft. x.06 = z 814 Total exposed wall area above floor = 24,638 s.F a. Total wall window area ........................... 2,142 S.F. b. Total door area ................................ _ ---- _ ................... c. Total sliding glass door area ----- d. Total fireplace wall area ........................ ----- e. Total wall firamirig area (average l(%)...:........ ----- f. Total net wall.area above floor ................. 22.496 S.F. g. Total rim joist area ............................ ----- Total ezposed foundation area = ----- ........ h. Total foundation window area ...........:. ----- i. Toal net foundation area abcve grade ......... ----- Determine "U" value cf each wall segment. a. 2,142 S.F. X"U" .56 = 1 ,199_ b. X lout[ --- _ . c: ----- •X liuli ----- d. ----- X ttuto --- - ----- e. ----- X iouti --- - ----- f. 22,496 S.F. X?-U,- .08 = 1,799 g . ----- X ltu,t --- ----- h. - X "u" - i ----- X tiull --- - ----- 3 ..................................... Tota1 = 2 998 If item R3 is the sane as, or less than item fl, you have met the intent of S6C 6006(c)2. ' . I Total exposed roof/ceilina area = 46,894 S.F. J. Total skylight area............................. 415 S.F. k. Total roof/ceiling framing area {average 10%)... --- 1. Total net insula:2d roof/ceiling area........... 46.479 S.F. Oetermine "U"' value for each roof/ceiling segment. J. . 415 S.F. X°U" .56 = 232 k. --- i( ,iull --- - --- ?• 46.479 S.F X [lull .06 = 2.788 , 4 ..................................Tota1 = 3,ozo If total of n4 is the same as, or less than ycu have met the intent of SBC 6006(c)l. Alternate Building Emrelope Design To utilize the total envelope system m=thod, the values established by the sum of items #3 and.#4 shall not be greater than the sum of items nl and T2. l. S 66.6 + 2. 2.814 = 8,480 . 3 2.998 + 4. 3,020 = 6,018 MECHANICAL REVIS[ONS PINEWOOD AND SHANNON PARK ELEMENTARYSCHOOLS 70B NO. 43744 1. SHEET M9: MAIN LEVEL PLAN - HVAC a. Revise transfer ductwork above vestibule A240 as per attached Drawing 1 of 4. Eliminate the 4 transfer openings with fire dampers and install 2 transfer ducts across the vestibule. b. Revise the return air ductwork from AHU #2 above Corridor A239 as per attached drawing 2 of 4. Revise the rduting of the 3" HWS as shown. Eliminate the 3 transfer openings with fire dampers along the east wall of A239. Eliminate the Type "D" 48 x 6 return grille in Corridor A239. 2. SHEET M10: MAIN LEVEL PLAN - HVAC a. Eliminate the Type "D" 48 x 6 return grille in Corridor A239. b. Revise the location of the 24 x 48 pressure relief from B241 to B235 as per attached drawing 3 of 4. c. Room B233 - Eliminate the 10 x 10 transfer with fire damper in north wall. Provide a 10 x!0 transfer duct to B235 as per attached drawing 3 of 4. d. Room B235 - Eliminate the Type "F" 8 x 6 transfer grille, duct and fire damper in north wall. e. Room B235B - Eliminate the Type "F" 8 x 6 transfer grille, duct and fire damper in north wall. Provide an S x 8 transfer duct to 8235 as per attached drawing 4 of 4. f. Provide a 36 x 18 transfer duct between Rooms 8235 and B246 as per attached Drawing 4 of 4. g, Room 6249 - Eliminate the 4$ x 18 transfer opening with fire damper in east wall. Provide a 48 x 18 transfer duct to 8246 as per attached Drawing 4 of 4. h. Room 8243 - Eliminate the 24 x 12 transfer duct with fire damper in south wall. Provide a 24 x 12 transfer duct to Room 8246 as per attached Drawing 4 uf 4. i. Room 8245 - Extend the 28 x 12 transfer duct to Room B246 as per attached Drawing 4 of 4. Eliminate the fire damper and the 28 x 12 transfer sleeve on Grid "6". d, N ? .? '? T •. ? O i 5' oP- '/l'/I I f/I ' w I /, I L/y' , ?? I ? ? 24 x 48 .? P To ? 4a0 P oa /Pwvop' o I L -? J N ; I I I I 'C?.A? , I _ ?3Z_ _ • i I ? II I O( I 10 ? r-t---- - _ K=_ax_ ? 4. i L ? ? Fit15 ?' 1?ct2? ' ?? ? ?c's•?- - 6?'iSB_ _ ??«?->-"y , ? FIF: `11'whP:.Fq, ?? z4r+8-.vP_ I I F ?•? E- ? To'PRESS.:_?I ?? A.F.p.-j? '? I A.F,O._ i i 12nB REUEF-or! I ? 1 I ?al I 65l _ ? _ ?RooF .6ETW4u ? Jo.?SZS ? J ? I I -A.E!? f --? ? ? -1 ILIO ?, ? 14sio _ i v Br 10 3" ? ? ?cr¢ ? i 8n? I I 25ac •l'il. ?oe II ?IZ ? 12R? I f- -? {- •-i 8y¢?Z? ?%_L` ? ?? ZeocF? _EAC1= } . ?ii? I 6 ?o??x??•- . o???? ? . -`-- I ? gd . \zoo?t ? B•b ? S ? I ? ? Lr(. ??R :c1- ? ?? T ? lix , .-235 ? .btSo . - - T ? -I $i49 =E-f2,x u o - '?' 1y+ 2as?f? B I It`¢ y y ?Y?? S,ro?? W 6KT?.T-SThL AFW M'2 -. _ . ? = .=_A.24rZti . 'I I ?4? 31 8° . I MICHAUD COOLEY O ERICKSON ELEMENTARY SCHOOLS DRAWN 8Y ? F?.J COMM. NO. SHEEf NO. ? . & Associates. Inc. (e1r?•l SUrtEtdIS C]SFOUplMAVENUESOUTH Min?AVOl6.MiNNF50fA53d15 ISD NO. 7JE) ROSEMOUNT, MN. CHECKED BY fZ 5 h! DATE Z- I lvt ?F 4 SHEETS 1 ? ??1.. . 124?4 ? - ai?CFN " 12.fIz ' ZSo C?1i I O 34 : ?C 9? ? T r 00 3?5 c N ." 3,' ? 24x2?? ? -Joaf.? i S O . 1$o tF } $ ri IZ- ? I _ F11GNT -T-STP,T H s.?4 T I \ 10"} i '7 ztyz4 %? I y?°1) I zeocr 4 _r JtZ4?o 1 _ t I ??t15_Ct1+ 2 ? i 4, 14 To Cvu +?.7 12iko - ? ? - _ _ ?- - ? ? -->, cuH-7 3 ?S 4 2so M ? 3? 2 I I I ? ?2 8 d ? 2.--0-6 x_3o TR? FE .... v. . ?t/1 : ?1(L DJCTS :.C3ETW??I-?.- LL = ? _? ? . -JotSTS - CooM-p«AfTE- 3 ? v'? I?L? 4 wI STI?vt'ryKPrl -x -Az4o N 251 A I i -4 i 3(o C U }{ * (o-- ir ? ?- - r ? zNWs-t=- kC ` ,o-,V: K z-7s e _. , m r T?tPE ?6'-QAD? ? ? ET..uNCEL E i . i , 7t o' 3 J I? .; -x?NC. lk-o(L- ?2iSCFfI +o? ? .-- ?is-cFb '• x2.4?Jp=to . . \ MICHAUD COOLEY O? ELEMENTARY SCHOOLS DRAWN BY J F?.I COMM. N0. ?314`4 SHEEC NO. 1 EKSON &ASSOCiates.lnc. c?„??.roe?a, (ethllPaoa? SUrtEU25 E45fOURIMAVENUESOUiN MiwaEAPOUS.MiNNESOTA55nl3 ISD NO. 196 ROSEMOUNT.MN. CHECKED BY f?5rl DATE '1-Iq=?9 oF 4 SHEETS 175 cFr?_. _,4:? II uP T. Aku'?'1 -- AiSo I I rJ -14 ? T_ ! i 24?vr. s?P. ? ? 11 l 5o?i4 i I I i ?FRorl o.?w kz_ toxlv. i ' I-I 'yl E:? 6Ln24 ?+? ? V4 _ 3 -8(6r:34__. I s .34t86 ?P.7o _ I AHu ?2 4'p 18r18 ?4r165a . ? .9Ceri_ZO=? -4 A J ?t C ={o. ?j ??1?r5 we CFt+ ? *-?. L 6y? ?gp \ I ?o?y? f? ? V IF- !a d ? ?lYIL- co y ? i T r -N- ? I----oG- , , wa 2aor.zL ? N 8rlti ? v , Z? Y?4,? T I ? ??? G?o'la 48x18Ot?.:_ 3 s io r ? T ;?4 z??F ? I '?'lo? I I ' l? (' . ?? • -:_-:-?.- "- ? \ ? 3y L?- .cJO ?' k X_38f; ? j 4, "W . ? ? f?L I l?C •?• ?4' _ ? L?? I I p I ' T ? 12 lo \ L_ i ` \ I I 0ONI x..ZnA '00' 2 j-DiJ. 50 CPh1 I .I t -9 ? ? .. 3y d. ? 12 $ I i ?+ 1 _ r -A x _ A2'M ? I i _ 25o CPh .... ? --4 E9 Pi 'L i 8r10: MICHAUD ELEMENTARY ORAWN BY J 1 COMM. N0. 4314? SHEET N0. COOLEY ? SCHOOLS F" . Z ERICKSON i & t I ISD NO. 196 CHECKED BY DATE 4" Assoc a es, nc. MN ROSEMOUNT 9514 -7- OF SUTE1]25 d]SiCUfliNAVENUE$OUiH MMNEAVOl6,MINNESOTASSHS . . SHEETS J . ' ?oT'E : IiJSTP.I.L D1FF, .g ._ • ' ? ? Fws o ?0?5 S ? s f i Zd ? 20?? r ', ?- I i I I e7 14'?? ?,L/"Y ; i ???'? '? ?IoTE I ?PiLL. --???- '?? ' DUCT 00.? ...1 ? ? i ' • ??? L? o?sY S hG ? ? . ? ? Ti (u- PRoTECTtJ?E Co?6R I I ?, ! !? 1\ _-a ---_ _ •r:-l a,t? ._ ? I I B"- 8` oP /Sr I I -?----?- -' .. .` -?WS. i :.. 3. I? ? c-s p_ '? I i gz3t \-2r,.f?o - K=e?(._ ? SzgS ?' i5o cer? ? . O (- I?- I e-? - A.F.D.-7? t2 ?io_CF..? r l QEl1'EF_or± ? I • A.p.O. i I RooF 6??EEV I_ J ? ? ? 8xG - ?#T-a Sr- r- FFwt? - ',? lo kwS? -\ 8r10 3n - 1"6°P zSU:2@? _ -6L1c- yz? - ?54- u I I - _ ? ? u5 ? ?0?? `; 'r -b = ? -- - --- --- ? ?????? ? - ? ? ? 643 4i? I lo2.4 .24? ? ?i ?,r, N I I I f?_? 11.F ?- o.ro._.? _ ?j ? I J/ --? ? -7 ? I Bz43 ioo MiCFwub ? ? s ELEMENTARY SCHOOLS DRAWN BY J F\.J COMM. ND. •1-314?. SHEET NO. 3 ON O Ern & Associates. Inc. SVIiE 15I5 S]O FQURIH AVENOF $OUTM MMNEAGOl6. MMINESOIA 55115 ISD NO. 196 ROSEMOUNT, MN. CHECKEO 8Y R 5 ? DATE 7- ?Q-_ $9 oF ?e SHEETS \\? Metropolitan Waste Control Commission Mears Park Cen[re, 230 Eas[ Fifth Street, S[. Paul, Minnesota 55101 612 222-8423 June 16, 1989 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Pinewood Elementary to be located within the City of Eagan. It has been determined that 48 SAC Units should be assigned to this building. This determination was made as follows: Charges: School (Elementary) 25,728 sq. ft. @ 30 sq. ft./student @ 18 students/SAC Unit If you have any questions, please call. S' rely, ??--J?--'?- Donald S. Bluhm Staff Engineer DSB:RWJ:jle 89061653 cc: S. Selby, MWCC E. M. Blinner, The Wold Associates Carolyn Krech, Finance Department, Eagan Equal Opportunity/Affirmative Action Employer ?'O SAC Units 47.64 or 48 ; . . minnesota department of health 717 s.e. delaware st. p.o. box 9441 minneapolis 55440 O ?612) 6235000 Tune 1, 1989 Independent School District No. 196 c/o Mr. R.J. Rehwaldt, Superintendent 14445 Diamond Path Rosemount, Minnesota 55068 Gentlemen/Ladies: Subject: Plumbing for Pinewood Elementary School, Rosemount, Dakota County. Minnesota. Plan No. 91494 We are enclosing a copy of our report covering an examination of plans and specifications on the above-designated project. A set of ' the identified plans and specifications is also being returned to you. IT IS THE PROSECT OWNER'S RESPONSIBILITY TO RETAIN THE PLANS AT THE PROJECT LOCATION. Your attention is directed to the attached statement pertaining to inspection of the plumbing. It is important that we receive the information indicated in order that the necessary inspection may be made. The plans and specifications appear to be in general conformance with the standards of this Department. When the project is completed, please communicate with an Environmental Health sanitarian in our Metro District Office in Minneapolis, Minnesota (612/623-5337), in order to schedule a final inspection. If you have any questions in regard to plumhing inspections, please call 612/623-5377. Zf you have any questions in regard to the information contained in this report, please contact Lewis Anderson at 612/623-5357. Sincerely yours, Gary L. Englund, P.E., Chief Section of Water Supply and Engineering GLE:LEA:paw Enclosures cc: Department of Education The Wold Association Ron Wasmund, Building Inspector ? an equal opportunity employer MINIVESOTA DEPARTMENT OF TiEALTH Division of Environmentat Health REPORT OF PLANS Plans and specifications on plumbing: Pinewood Elemen[ary School, Rosemouut, Dakota Couaty, Mianesota, Plan No. 91494 Prepared and submitted by The Wold Associatioo, Six West Fifth Street, Suite 520, St. Paul, Minnesota 55102 Owners6ip: Iadependent Sc6ool District No. 196, c/o Mr. R.J. Rehwaldt, Superintendent, 14445 Diamond Path, Rosemount, Minnesota 55068 Date Examined: May 30, 1989 Date Received: May 17, 1989 SCOPE: This examination is limited to the design of this particutar project only insofar as the provisious of the Minuesota Plumbiug Code, as amended, apply, and does no[ cover the water supply or sewerage system to which t6is plumbing system is connected. "Che examination of plans is based upon the supposition that the data on which the design is based are correct, and that necessary legal aut6ority has been obtained to construct the project. The responsibility for the design of strucwral features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory dispositiou of any requirements included in this report. INSPECTIONS: Special care should be taken to insure that the material and iustallation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. It is necessary that the State Heatth Department make roughing-in and final inspections of the plumbing system to determine whether it complies with the Code. Provisious should be made for applying an air test at the time of the roughing-in inspection as outlined in Minn. Rules, p. 4715.2820, of the Code. [n order to faciiitate this work, a self-addressed card is attached which shouid be returned to this office. The name of the plumbing contractor s6outd be indicated so arrangements cau be made for him to notify the State Health Department that the installation will be ready for a test and inspection. No acceptance of the plumbing ins[allation can be given until inspection and testing of the roughing-in work (Minn. Rules, p. 4715.2820, subp. 2), finished piumbing (Minn. Rules, p. 4715.2820, subp. 3), and inspection of the completed installation by a representative of the State Health Department indicates compliance with the provisions of the Code. REQUIREMENTS: 1. A double-wall heat exchanger is required for the hot water heater. It must be desigued in a way that any failure of a single wall will allow discharge to the atmosphere of the heat trausfer medium or potable water contaiued by the wall. The discharge location must be visible to the operator or owner, and located so that no hazards are created by the discharge. 2. The three-compartment sink bcated iu the kitchen shall be provided with 3/4-inch water supplies. 3. Horizon[al spacing of copper [ubing hangers, for pipe 1 1/4 inch or less in diameter, shall be 6 feet (see Minn. Ru1es, p. 4715.1430). 4. PVC pipe used for the drain, waste and vent system shall comply with ASTM D2665. 5. ABS pipe used for the drain, waste and vent system shall comply with ASTM D2661. 6. The installation of reduced pressure zone bacAClow preven[ers is permitted only when periodic testing is done by a trained backflow preventer tester acceptable to the administrative authority. Inspection intervals shall noi exceed one year, and records must be kept. All devices must be tested aFter initial installation to assure [hat debris from the piping iostallation has not interfered with the functioning oF the device. Pinewood Elemeutary School -2- ]une 1, 1989 Plan No. 91494 7. Island ventiog of FixYUres K3, K4 and the wash fountain shall be in acwrdance with Minn. Rules, p. 4715.2650, subp. 3. The veot should rise to a peak, as shown on the enclosed handout, in order to comply with Minn. Rules, p. 4715.2540, subp. 2. 8. If the water inlet to the dishwashing machine is below the spill line of the fixture, provide a vacuum breaker. 9. The fire service conuection to t6e potable water supply shall be made through a double-check valve backftow preventer, in lieu of a detecior check valve, unless deemed otherwise by the 1oca1 authority. 10. The connection for the future lawn sprinkler system shall be provided with an approved backflow preveu[er. 11. Verify that fixture branch conneciioos to vertical waste pipes are not below the weir of the fixture trap. Authorization for construction in accordance with the approved plans may be withdrawn if wnsiruction is not uudertaken within a period of two years. The fact that plans have beeu approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, addi[ional iaformation or advanced knowiedge make improvements necessary. Approved by: li uvw? Milton R. Bellin, P.E., Supervisor Engineering Unit Section of Water Supply aod Engineering 612/623-5517 Lewis E. Anderson Engineering Aide Section of Water Supply and Engineering 612/623-5357 L 1 81 57aew?? ADDlTiG'N The Woid Association • Architects 6 West 5th Street, Suite 520, St.Paul, Minnesota 55102 612/ 227-7773 June 23, 1989 F?UN 2 6 1989 Mr. Ron Wasmund Mr. Doug Reid City of Rosemount City of Eagan 2875 145th Street West 3830 Pilot Knob Road Rosemount, Minnesota 55068 Eagan, Minnesota 55122 RE: Shannon Park Elementary 5chool Pinewood Elementary School Commission No. 8826 Gentlemen: The State Building Codes and 5tandards Division has requested that we submit a letter from the local fire marshal and building official from each of these projects. The letter should state that the plans and soecifications meet local ordinances for property setbacks, hydrant spacing, fire truck access roadways and turnarounds, etc. Please send this letter at your earliest convenience so we can get approval from the State to proceed with building permit issuance and construction. Sincerely, THE WOLD ASSOCIATION ?Kc, 6 [.wv Eric B. Linner, AIA Project Manager cc: Jerr,y Bertsch Clark D. Wold Michael S. Cox Norman L. Glewwe Kevin P. Sullivan Clifford N. Buikema Enc B. Linner Caren S.Iverson AN EQUAL OPPORTUNITY EMPlOYER CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PflOCEDURE _ - - . ' Upon mmpletlon.of work, inspection and teats shall be made bV the contractor's representative and witnessed by an owner's mpmentative. All defects shall be carrected and system left in service Wfore wntrector'a personnel finelly leave the Job. A cettifipte shall be filled out arM signed bY both representatives. Copies sliall ba prepared for epprovinB euthorities, ownen and contractor. It is understood the owner's representative's signeture in no way prejudicea any claim against contrattor for faulty material, poor workmanship, or feilure to wmply with approving authority's requiromenU or local ordinances. I ( v- ni. ncoa * ? ?. ,CYo r ??f? 'dS D_ r, a-i ACCEPTED BY APPROVING AVTHORITY(5) NAMES MONMKRISKMM c t ADORE55 OWYMAVIILtio L4904EAPOM MN 554M PLANS INSTALLATIOrv GONFORMS TO ACCEPTED P44N5 YES F-1 NO EpUIPMENTUSEDISAPPROVEO IF NO EXPLAIN DEVIATIONS .?JNES [:] NO , HAS PERSON IN CNARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION ES Q NO OF CONTROI VqLVES AND CARE ANO MAINTENANCE OF TMIS NEW EqUIPMENT IF NO, EXPVIIN INSTRUCTIONS . HAVE CpPIES OF APPROPRIATE INSTRUCTIONS AND CARE AfVO MAINTENANCE CHA RTS YES ONO AND NFPA 13A BEEN LEFT ON PREMISES ' IF NO, EXPLAIN ' LOCATION OFSYSTEM suaaues eLoGS. MAKE MODEL YEAR OF ORIFICE QUANTITV TEMPERATURE MANUFACTUFiE SIZE RATING C ATZA " , L- SPRINKLERS i6fp PIPE CONFOi2M5 TO STANDARD , YES ? NO PIPEANU FITTINGSCONFORMTO STANOARO . YES ONO FITTINGS IF NO, EXPLAIN - - ALARM D EV ICE MAXIMUM TIME l0 OPERA7E 7HROUGH 7EST PIPE ALARM VALVE TVPE MAKE MODEI MIN. SEC. OR FLOW C N077 INDICATOR DRVVALVE 00 M - MAKE MODEL SERIALNO. MAKE MODEL 5 NO. E WATER ALARM TIME TO WATER AIR TRIP POIN pEACHED OPERATED PRESSURE PRESSURE AIFt PBEDWR 7Ey70UTLET• PROPERIV DRV PIPE MIN. SEC. P51 PSI MIN. SEC. YFS NO OPERATING . . TEST Without Q.O.O. W itn Q.O.D. iF no, ? 85A (LU80) •MEASUf2E0 FROM THE TIME INSPECTOR'S TEST CONNECTION VALVE IS OPENED. PFiINTED IN TME U.S.A. FOR NATIONAL FIRE SPRiNKLER ASSOCIATION, INC., P.O. BOX 1000, PATTERSON, N.V. 12563 ,(OVER) QPNEUMATIC ?EIECTRIC ?HYDfiAULIC VES LJNO „« n iu,, DELUGE & I5 THEKE AN ACCE55181E FACILITY IN E UIT FOR IF. NO. EXPlA1N PREACTION ?YES ?NO VALVES OOESEACHCIRCVITOPERATE CIiiCUIT MAXIMVMTIMETO MAK MODEL StWERVI51ot.ILO55AtaRM oPEqqTE OFEwiTERELFPSe VES NO YES NO IN. SEC. ? HVDR_STATIC: Hydrostatic tests shall be made at not lezs.then 200 Psi (13.6 bars) for two hours or 50 Psi (3.4 bars) a6ove static pressure in excess of 150 psi (10.2 bars) tor two haurs. Differential dry-pipe valve clappers shall be left open during test to prevent dama9e. All aboveground DiPing leakage shali be stopped. TEST F LU HING: Flow the required rate uncil wacer iz clear as indica2ed by no collettion of foreign material in burlap bags at outle[s such as DESCRIPTION hY rad blow?offs. Flush at flows not less Man 400 GPM (1514 L/min) for 4-inch pipe, 600 GPM (2271 Umin) tor 5-inch pipe, 750 GPM 12839 L/minl tor 6•inch pipe, 1000 GPM 13785 L/minl for 8-inch pipe, 1500 GPM (5678 L/min) tor 10inch pipe and 2000 GPM (7570 L/min) for 12-inch pipe. When supply cannot produce stiputated flow raies, obtain maximum available. PN AT C: Establish 40 psi (2,7 bars) air pressure and measure drop whith shall not exceed 1•X psi (0.1 bare) in 24 hours. Test pressure tan s at normal water level and air pressure and measure air pressure drop which shall not exceed 7-Y, pai (0.1 bars) in 24 hours. ALL PIPING MYOROSTATICALLV TESTED AT Z PSI FOR: Z HRS. IF NO, STATE REASON - ORY PIPING PNEUMATICALLY TESTEO ?YES ? NO ' EQUIPMENT OPERATESPROPERLV YE ? E? DRAIN REAOING OF GAGE LDCATED NEAR WATER SUPPLV U P T6T PIPE OVEN W I DE TESTS TEST STATICPRESSURE: PSI Underground mains and lead in connections to aystem risers flushed before connection made to sprinkler piping. VERIFIEDBVCOPYOFTMEUFpRMN0.85B XYES ?NO OTMER E%PLAIN . FLUSNED BV INSTALIER OF UNOER- GROUNO57RINKLERPIPING P5?VES ?NO BLANKTESTING NUMBER VSEO ?,p?qTIONS . NVMBER REMOVEO GASKETS wEIDEDPIPIN YES ?NO IF VES... 00 YOU CERTIFY AS THE SVRIfVKLER CONTRACTOP TNAT WELOING GROCEDURES GOMPLY WITHTHEqEQUIREMENT50FATLEA5TAW5D10.9,LEVELAR-3 ?YES ?NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR•3 ?ES ? NO . OO YOU CERTIFV THAT WELDING WAS CARRIEO OUT IN COMPLIANCE WITH A DOCUMENTED QUALITV CONTROL CROCEDVFiE TO INSVRE THAT ALL OISGS ARE RETRIEVEO, THAT OPENINGS IN PIPING ARE SMpOTH, THAT SLAG ANO OTHER WELOING RESIOUE ARE REMOVED, AND THAT TNE INTERNAL DIAMETERS OF ES ? NO PIPING ARE NOT PENETRATEO HVDRAULIC NqMEPL.qTE PqOVI0E0 IF NO, EXPIAIN DATA NAMEPLATE YES ? NO REMARKS uni e ?cr f irv atKvlGt W l l n HLL CONTROL VAt.VES OPEN: OF SIGNATUR ES TESTS WITNESSED BY CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR HBOVEGROUND PIPING - PROCEDURE - „_ - "- . Upon mmpletlon.of work, inspection and teets shall be made by the contractor's representative and witneand by an owner's reprasentative,'All .. defecta shall be corrected and rystem lett in service bafore eontrector's penonnel finally leave the job. - A certificate shall be filled out and si9ned by bath representatives. Copies shall be prepared for approvinp authorities, owners arM contrector. It is understood the owner s representative's signature In no way prejudicas any claim agairnt wntractor for faulty meterial, poor workmenship, or failure to tomply with epproving authority's requirements or local ordinances. NC1cI'?x? t?l-G-n?C+,tTAP? APPROVING AVTHORITY(5) NAMES IERCIAL RISK SERVICES, (NC. PLANS INSTALLATION CDNFORMS TO ACCEPTED PLANS EQUIPMENT USED IS APPROVEO IF NO,EXPIAIN DEVIATIONS F-1 NO [:] NO HAS PERSON IN CHqRGE OF FIRE EQUIPMENT BEEN INSTRVCTEO AS TO LOCATION YES Q NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF 4HI5 NEW EQVIPMENT IF NO, EKPLAIN .. INSTRUCTIONS HAVE COPIES OF APPROPiiIATE INSTFVCTIONS AND CARE AND MAINTENANCE CHARTS VES ONO AND NFPA 13A BEEN LEFT ON PREMISES IF NO, EXPLAIN LOCATION SUPPLIES aLOGS. OFSYSTEM ??? le7 r_ MAKE MOOEI YEAROF MANUFACTURE ORIFICE SIZE QUANTITV TEMPERATURE RATING SPRINKLERS PIPE AND FITTINGS PIPE CONFORMS TO 1 , STANDAR? ? VES ONO FITTINGS CONFORM TO ? . 3 STANOARD . YES 0 NO IF NO, EXPIAIN . , ALARM DEV ICE MAXIMIAM T1ME 7D OPERAlE THROIIGH TEST PIPE ALAqM VALVE TVPE MAKE MODEL MIN. SEC. OR fLOW ? pn A5M_ A W (j INDICATOR DRY VALVE Q.O D. MAKE MODEL SERIAL NO. MAKE MODEL NO. - TIME TO WATER PRESSUflE AIR PRESSURE TRIP POI AIR URE IME WATER . REACHED TEST OUTLET' ALARM OPERATED PROPERLY DRV PIPE MIN. SEG. ?51 PSI MIN. SEC. YES NO OPERATING TEST Without Q.O.D. . . . wirn O.O.D. IF NO, -' ' ---- I'MEASURED FROM THE TIME INSPECTOR'S TEST CONNEGTION VALVE 6 OPErvEO. --?..:--' -\ QPbU) PRINTED IN THE U.S.A. FOR NATIONAL FIRE SPHINKLER ASSOCIATION, INC.. P.O. BO% 1000, PATTERSON, N.V. 12563 (OVER) OPERATION OPNEUMATIC ?ELECTRIC ?HYDRAULIC PIPIIVG ED OyES ?NO OETECTINGMEDIASUPERVI QYES ?NO IDOESVAWEOPERATE ROM?E MANUALTf31PAND/ORREMOTECONTR NS n n DELUGE & IS THERE AN ACCE5519LE FACtLITY IN E UIT FO IF.NO, EXPLAIN PREACTION ?YES ?NO VALVES . DOESEAGiCiRCUITOPERATE CIRCUIT MAXIMUM TIME TO M MODEL SUPERVISIONLC65AlARM OPERA LEHSE OPERATERELEJtiSE YES NO YES NO MIN. SEC. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 Psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in exceu of 150 psi (10.2 bars) for two hours. Differential dry?pipe valve clappers shall be leh open during test to prevent damage. All aboveground piping leakage shall be stapped. - FLUSHING Fl h i d TEST ow t re : e requ rete until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as DESCRIPTION hy racTnis and blowotfs. Fiush a[ flows not less than 400 GPM (1519 l/min) for 4-inch pipe, 600 GPM (2271 L/min) for 5-inch pipe, - 750 GPM (2839 L/min) for 6-inch pipe, 1000 GPM (3785 L/min) for 8-inch pipe, 1500 GPM (5678 L/min) far 70-inch pipe and 2000 GPM (7570 L/min) for 12-inch pipe. When supply cannot pioduce stipulated flow ratea,obtain maximum available. PNEUMATIQ E 6li h 40 i h il 2J 6 i d i 1 ' i 1 6 4 h ) s[a s ps ( ars a r pressure an measure drop wh ch s a not exceed - ars) in 2 h ps (0. ours. Test pressure tan s at normal water level and air pressure end measure air pressure drop whieh shall not exceed 1-'h pzi (0.7 bars) in 24 hours. ALL PIPING HYOROSTATICALLY TESTED AT 7ClPPSI FOR -'Z--HRS. IF NO, STATE REASON - DRY PIPING PNEUMATICALLY TESTED YES ? NO EQUIPMENT OPERATES PROPERLY DRAIN READING OF GAGE LACATED NEAR WATER UPPLV T@5T PIPE:. D C PR?UR2 W&H VAEVEd TEST PIPE OPEN W IDE TESTS TEST ??s e 3v:4 H?QYc?z.'"??' STATICPRESSURE: PSI =yv9 t<++ o?M .??YSI Underground mains and lead in connectiona to;ystem risers flushed before connection made to sprinkler piping. VERIFIED BV COPV OF THE U FORM NO, 858 `??YES ? NO OTHER EXPLAIN FLUSHEO BV INSTALLER OF VNDER- GROUND SPRINKLER PIPING ES ?NO BLANKTESTING NUMBER USEO LOCATIONS REMOVED NUMBER GASKETS wELDED PIPING YES ? NO IF VES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR TNAT WELOING PROCEDURES COMPIY - WITH THE REQUIREMENTS OF AT LEAST AWS D30.9, LEVEL AR-3 UaYES ONO DO YOU CERTIFV THAT THE WELOING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMGLIANCE WITH TNE REQUIREMENTS OF AT LEAST AWS 030.9, LEVELAR-3 ES ? NO 00 YOU CERTIFY THAT WELDING WAS CARRIED OUT IN GOMPLIANCE WITH A DOCUMENTED QUALITY CONTROL CROCEDVRE TO INSURE THAT ALL DISCS ARE RETRIEVEO, THAT OPENINGS IN PIPING Af3E SMOOTH, THAT SLAG ANO OTHER - ?f WELDING RESIDUE ARE REMOVED, ANO THAT THE INTERNAL DIAMETERS OF ' A74.YFS ? NO 1 " PIPING ARE NpT PENETRATED y r HYDRAUIIC NAMEPL.qTEPROVI? O IFNO,EXPLAIN . . DATA NAMEPIATE YES ? NO REMAHKS DATE LEFT IN SERVICE WITH ALl CONTROL VALVES 07EN: OF SIGNATUAES I FpR NOTES TESTS - ?c? CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PHOCEDURE Upan wmple6ortof work, inspection and tasts shall ba made 6y the contractar'e representa[ive and witnessed by an owners represantatWe.All -defectz shell be corrected and syHem left in service before contractor's personnel finally leave the job. " A certifitate shall ha filied out and signed by both representatives. Copies shall be prepared for approving authorities, awners and contrattor. It is undentood the owner's representative's signature in no way prejudices anV claim against wntrattor for faulty material, poor workmanship, or failure to comply with approving authority's requirementa or local ordinances. v BV APPROVING AUTHORITY(5) NAM IMMERCIAL RISK SERVICES, INM PLANS i'! I?[.'G'kL, INSTALLATION CONFORMS TO ACCEPTED EQUIPMENT USED IS AVPiiOV ED IF NO, EXPLAIN OEVIATIONS F-I NO [:] NO INSTRUCTIONS HHS PERSON IN CHARGE OF FIRE EQUI OF CONTROI V HLV ES AND CARE AND IF NO,EXPLAIN FiAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CFiARTS AND NFPA 13A BEEN LEFT ON PREMISES IF NO. EXPLAIN LOCATION ISUPPLIESBLDGS._,_ ? NO vrara?cm ? ??p? !Q^'rj / tiaL MAKE MODEL VE OF Ml+N ACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING E ?C 'I O ye-, 1 5 14 SPRINKLERS PIPEAND FITTINGS PIPECONF00.MST0 • STANDARD ES ED NO FITTINGSCONFORMTO• ?? .• IJ STANDARD - YES C] NO IF NO,EXPLAIN ALARM DEVICE MAXIMUMTIME100PERAlETiROUGHTESTPIPE ALARM VALVE TVPE MAKE MOOEL MIN. SEC. OR FLOW C C'rJ ,L• 5 v,(FfJ INDICATOR DFY VALVE a.? ?- MqKE MODEL SERIALNO. MAKE MODEL N0. TIMETO WATER pRESSURE AIF PRESSURE TRIPPOI PJR URE ME WATER REACHED TESTOUTLET• ALARM OPERATED PROPERLV DRYPIPE MIN. SEC. P51 P51 MIN. SEC. VES NO . OPERATING TEST Without Q.O.D. . . With Q.O.D. IF NO, '-?- "' - I'MEASURED FROM THE TIME INSPEGTOR'S TEST CONNECTION VALVE IS OPENED. -? (10-80) PFINTED IN THE U:S.A. FOR NATIONAL FIRE SPRINKLER ASSOCIATION, INC., P.O. BOX 1000, PATTERSON, N.Y. 12563 (OV PNEUMATIC ?ELECTRIC ?HYDRAULIC vcc i itin DELUGE & TS THERE AN ACCESSIBLE FACILITY IN E V IT FO IF, NO, EXPLAIN PREACTION ?YES ?NO VALVES DOESEAf1-1CIRCVITOPERATE CIRCUIT NIAXIMUMTIMETO M MODEL SUPERVISIIXN LOSSALARM OPERATE LEqSE OPERATERELEASE YES NO YES NO Irv. SEC: HVDROSTATIC: Hydroscatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static . pres:ure in exceu of 150 psi (102 bars) for two hours. Differential dry-pipe valve clappers shall be leh open during test to prevent damage. All aboveground piping leakage shall be stopped, TEST F LUSHING: Flow the required rete until water is clear as indicated 6y no collection of foreign material in burlap bags at outlets such as DESCRIPTION hy rants and blowoffs. Flush at flPws not less than 400 GPM (1514 L/min) for 4-inch pipe, 600 GPM (2271 L/min) for 54nch pipe, . 750 GPM (2839 L/min) for 6-inch ipe, 1000 GPM (3785 Llmin) for 8-inch pipe, 1500 GPM (5678 L/min) for 70-inch pipe and 2000 GPM (7570 L/min) for 12•inch pipe. When supply cannot produce stipuletad flow rates, obtain maximum available. P MATIC: Establish 40 pzi i2.7 6ars1 air Dressure and measure drop which shell not exceed 1=h Psi (0.1 bars) in 24 hours. Test. pressure tan s at normal water level and air pretsure and measure air pressure drop which shall not exceed 1-1/2 Psi (0.7 bars) in 24 hours. ALL PIPING MVOROSTATICAILV TESTED AT ;ZOO PSI FOR HRS. IF NO. STATE REASON ' DRY PIPING PNEUMATICALLY TESTEO YES ? NO . EQUIPMENTOPERATESPROPEfiLV VES•,OM•;:'.r_:^ % READING OF GAGE LOCqTED NEAR WATER PPLV TEST PIPJE .R6IDUAL PR65URE WITF'I'VALYE'HV TEST PIPE OPEN W I DE TESTS TEST I STATICPRESSURE: PSI - 3?7'S1 5y' stem risera flushed before connection made to sprinkler piping. Underground mains and lead in connections to ? f VERIFIED BV COPV OFTNE U FORMN0.858 112YYES ?NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNOEFi• V r GROUND SPRINKLER PIPING VES uNO BLANKTESTING NUMBER VSED LOCATIONS NVMBEq REMOVE? GASKETS WELDEDPIPIN ?NO IFYES... DO VOV CERTIFY AS THE SPRINKIER CONTRACTOR THAT WELOIMG PROCEDURES COMPLV YES ?NO WITH THE REQUIREMENTS OF AT LEAST AWS 030.9, LEVEL AR3 WELDING DO YOV CERTIFY THAT THE WELOING WAS PEqFORMED BY WELDERS QUALIFIED IN ?p YE$ ? NO COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AW5 D10.9, LEVEL AR-3 (?d /\ DO VOU CERTIFY THAT WELOING WAS CARRIED OUT IN COMPIIANCE WITM A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSVRE TNAT ALL DISGS ARE. RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTNER ?/ WELDINGRESIDUEAREf3EMOVEO,ANOTHATTNEINTERNALDIAMETER50F /?/{yES ?NO PIPING ARE NOT PENETRATED ' V- HYDRAUIIC NAMEPLATE PROV IDEO IF NJ, EXPLAIN onrn NAMEPIATE YES ? NO •_ I DATE I.EFT IN SERV ICE W ITH ALl CONTROL VALV ES OPEN: REMARKS OF SPqI SIGNATURES r11GL cf L ? p . TESTS WITNESSEO BY B5A BACK - ' - - TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR : DIRK HOUSE ELECTRICAL[NSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIItECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: WAYNE MILLER, BUILDIIYG INSPECTOR FILE #2 DATE: May 18, 1999 RE: PLAN REVIEW 4300 DODD RD Ll, Bl, STERNSJ The _ preliminary x construction plans for Pinewood Elementary School Add'n aze in our plan review section for your review and comment. Please retum this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No ZONING? Signature Date CD/FORMS/PLAN REVIEW WAYNE M ,C II,91; ?? lc? a 1 rgl9 9 RECEIVED 04Agkso FEB 1$yt Dep ent of Administrauon LETTER OF AGREEMENT DELEGATION OF STATE BUILDING CODE ADNIIl4ISTRATION FOR PUBLIC BUILDINGS - MINNESOTA STATE STATUTE 16B.61 Subd. l a MUNICIPALITY, circle one (city, county, township) Reid, Douglas MicfraeI +. City of Eagan 3830 Pilot Knob Road Eagan NIlV 55122 PROJECT: Pinewood Elementary Addition LoCaTION: City of Eagan COUNTY: Dakota DESCRIPTION: Classroom Addition & Sprinklering nnnRESS: ? 4300 Doilc!-B?ad'&-BiffleyRoad-, ,. ? - Rd. •????+????fr??xt+xxw++w???wreww?+??+r+????n? * ASSIGNED PROJECT NUNIBER: 19990055 **k*k?!***fekki:atfrW NkMfF*rt****fe*****:k:k:k*****k Date: 2/9/1999 Date Received: 2/9/1999 This letter shall serve as a contractual agreement pursuant to Niinnesota Statute 16B.61 5ubd.1a, between City of Eagan :he Commissioner of Administration for transfer of State Building Code administration from the Minnesota Department of Administration to the municipality for the "Public Building" or "State Licensed Facility" project described in this agreement. THIS AGREEMENT MUST BE RETURNED WITHIN 15 WORKING DAYS. Buildino Cndcs and Standards Division, 408 Mctro Squarc Building. 131 7th Plaec East, St. Paul, MN 55101-2181 Voicc: 651.296.4639, Fax: 651:297.1973: TTY: 1.8(H).6273529 and ask for 296.9929 ? ?? y ?,' ' "6n"so Department of Adminisuation ?i?a. •. Project: Pinewood Elementary Addition Project #: 19990055 Description: Classroom Addition & Sprinklering Location: City of Eagan 1. Duties of Municipality. Please check the duties you are willing to contract (a or b must be initialed by State Building Inspector). A a. Attend ro all aspects of State Building Code administration, including: 1. Preliminary plan review with Building Codes and Standards Division Plan Review Staff when required by the Building Codes and Standards Division. 2. Plan Review of building and grounds with municipal plan review comments, designers responses, aud state plan review application form signed by designer and forwarded to t6e Building Codes and Standards Division. 3. Interpretations, application, and enforcement of all code provisions. 4. Issuance of all permits. 5. Documentation on file of all equivalences and modifications to code as required by UBC 105 and 106. 6. Maintain all records. 7. Issuance of certificate of occupancy with a copy informing the State Butlding Inspector when services are comple[ed. ')( b. A[tend to all required inspections of said building including: 1. Issuance of aIl permits. 2. Maintain all records. 3. Issuance of certificate of occupancy with a copy informing t6e State Building Inspector when services are completed. 2. AI? costs of building code administration shall be as prescri6ed by Minnesota Statute 16B.61 Subd. la. IN WITNESS WHEREOF, the parties have caused this agreement to be duly ezecuted intending to be bound thereby. AP VED: BUILDING FFICIAL /15ATI PROVE E : Q MUNICIPAL 1 AG R/ADMIPiI TRAT R APPROVED: STATE BUILDING OFFICIAL DATE: DATE PaFormAG Page: 2 Building Codes und Stundards Division. 408 Metm Syu;ue BuilJing, 13 t 7th Place East, St. Paul. MN 55101-2181 Voicr. 65 I?96d639, Fux: 651?97.1973; TTY: 1.800.627.3529 an4 ask for 296.9929 ----------------- / \ *>% ** * * * * * * * * ?c * ? * yc * * Ac * * * * ?K * * * * * * * * ?t * * * * * * * * * * * ***?K%??k:X * * ***X?k??%? * * * * * * * * * * * * * * * A? * * * * * *?k* *** C\\\\\] C\\\\\] .L /i a /, aze"-?- • - .. - FXFeE F="Fi13TlE-:GTZ0N LECY' ?- ? GOLM-F' U'9"' EE-E,:- V! F?_S Z G N ?y,.?;,?. ?F?l'? • l?'/?s ov r???'? 7 if?? /?- /'/,?/??'?' /J/%S?o 41la10'..s /3 Th,ev 19, *c VI K3. HF? AU"ll' 0MA Y- YC VG=' F:,: 3 Til KL E Fa W *C "S"Y" _ F" AL,7 6_ . 1'S MY^ G P`I _ A[ *c 6i ?-15 a e6--A6.S0 *c Xc*?cXc*XC*??C?k?**?*kc?C?Ec***?KkC*%C:k?X*:??C?C???%?kc****?:#*??Xc*:??X:X*X?*k?k?%kXC?%*?K*XCk?%??c%?*%k*?* ?C CQNTRACTCIR VIKII`IG AUTOMATIC SF'RINKLER CC7MF'AMY * * NAME FINk"WUOD ELEMENTAFiY SCHO(JL * * LQCATI014 4360 DODD ROAD, EAGAIY MN. * . * SYS'iEM N0. * CDNTFtACT h10. 6986 * ****:k%k?k?kc%?kc**?K**%?*??X?K**dck?*:k?K?*X?Xc??**:X*???K*kC?c%k*****:K%c***?k?ckCkc?k?#kckc***X?*?** ? ?'FZXrla? l IEaF_c ar:?•-3 ?-?'n? a?-zD??..?3??;r _.._... _.__......_.._._..---------._..._..__. _..'---._._._..__.._ IdYDFiAULIf. Dr:iIGly II`1F'UF.MA'iIUI"1 _1-!EL'T' PIAMI= F'1PIi::W(2U;7 EL_EMEPi'YAIiY SCh{l)L''L Dia'T'E 11/7!39 LOCATIiIIY 4300 DOllU F:DAD, EaGAN MPl. fiUILI?IMG FRLCAST CGP4C SY;>TCit 14C1. _ CUPITF{!-1CTCili '1TnTNG FiU70Nii"-i'T':f.C SF'FiIhIKLER CUMP'AI"IY Cl]hl'1'F::1CT ,•IU. 69E:36 CAI_Cl,'LA'i'LD BY i r•1RK TLMi<!iEUI_L DRA41I1`IG ND. :i OF 4 CCP`lSTRL1C1':[(]hi: ( ?CGii?US'TTL;I_L (`i,)I`IqN-C:OiiBt1STTL-;l_L CI_ZLII`IG I-IESGHT S" []L'C(Jk'Ftl•ICY CI_r'SS3hOOP1 ? - -'-"---------'-"--"'-_-'__.-'-------_.__..._._..-'-'-'------....----'------------- E !(K)1`IFF'A13 (X)L7.EiA:Z. f:ll?D. i?AZ.GP.t b( );:( )a( )ic:X.l-I(•1Z. Y ! f 31`N='F'A 237 OI`il=l='A 231C hiGt;iii- 2-2.1 iu? Ct1RV1:" S ! ! 7 f]'i'Hi_:F. T i>"'r'E:I:Tf'TC RULI1iG Mi^iDl_ BY Li(iE i= Pi !ill'ii_i-^i 0F F,F'Iill`1KLE.it Cf'LRA'i'iOPf 1500 SYF,';fiM TY1=1::: IllE!•i:i:LT"f•- Gfih .1 (X)WEi'( )AF^t( )IiELUGGS :I;RE:1C'iTf11Y Ii !i=1fiLA F'ER Si'fiIl`IKLEC; 196 Si'Ril`IKi_L.li Oli NCJZZLE E ! I-IOi>E AL_Ll?WFi14C:E: GPM-II`3s^Ti?G 0 MA<<:E RELLA£+I...;c t4UI?EL F-i S i Ht:1::L Ftl_LOLJtaI":i=[ GPM.Ul;?'c-I_r•I_ 100 .s'.:ZE 5!2 K:-FA( Tl{i ;'.L2 I ! IiF§Cif :iF'R:CNKLF::I? rat_LOWAiy[:F 0 TEi4F•EFiii'TIJRE IiA1'I"IG 1'_55 i; ly ! CALCULATSGI'I ! F>F'ii i'i[_CdU:Lf-':Fi:"il 210.67 F'ET fiEQUI'r"::_D :2.79 Fi'i L.t^i:r'>'L U'r Fii:ili::lti ;>UPihirli'( ! C 1=AC1U'ri L,':>I_li: C'v1=RF!LiyD 120 UI`!DLRi;Filll:l`ID 140 -- - ---......-'----._.._............_... _... _..- ---- ---........_?._....?...._........_.._._..?..._........ _..- ----..__...----._.._........-- ------°- W!Wt1'1 C::I=: F'Lu41 '1'cS7 ! I'lJi•i;=' Di,'T A !'i AINK U1=: F:ii::SEli'+lEl j:F; ii r. ?.J?. !DIa1 C ?)F 1G r ? Ri`I i C.IJ i.itiF' 0 1 l'.AY'. 'J T! T'T.Mlii: O1' TI:::,S'T' ! Ai GI'-'ii 0 ? E:L.G_V. ?? E 01 fi i:.i. (P'J'i) 73 ? I:LI_l:.Y V F: !REslDuAL (r•EI) ;•.;,. ? 1 wELL ! f-':_C1W ( t;i'i•f ) 1950 ! ! ;'RUUF I-L.i.1W GF'M 0 ,; !ELLVfa'1'IUPi ;'?IiL:I:.. ! ? ;j p F' !i_Q;::;a?I0;" .!... C:i:TY M^-:I1; DC1D^., & Di:LAWRl: L !:>(llI'riC;c lJF ii'IFOiti•iF•iT:UI'i :i:l:'?"Y CtF Eil(rAI'I Y ! -----------_....__._....----........----------------------___----.....----......-- ! CCMMCliiT'T'Y CLAJS LQCraTIC3hl C! S'T'U[iAGl= H'i. AfiEra A:CSL_L W:, UT!-! 0 !.iTORHGE MGTFiiJD:S;iLID i'ILETi I I'hILLGT 1IZlt:D 'L h:HCn .. ? i:?:::-_:?:?::::_:=-::-__,___'_____'_:_:W:::?_='_'_?'_:___'_:__`__'__''?_'_'___'_?___'_==?.W•?'__-_?___==___??=='_'_" i`i ? . ( )SI!`IGI_c (iOiJi iC(7!`I`d'L•MTSGi`Ii1L PALLEi'( )iiUiOPiii1'?:C STURAGE( )CNCAF'SULA7E1? ! f1 ! ( )Dt)tJI:Lc R041! 7SLAVE Fr"d_LLT( )a0l_ID SilEl_'lTPiGC 7PlON-LI`IL"FPSULATED v! H! ( )111JLT ;C='LE R[]4J t) 01='CI`I T 0! K! FLUE S='AC1PiG: CVc:Ai?AhICE:STJFAGc 'T'l] CEIL'IhIG R ! ! L01`lGITUDIMAL TRAhiEVti:F:S[ A G ! ! HGRIZ`J19TAL EtARRTERS F'IiOVl'liED: E ! ! =_'------==----------- UI`iIi'S - DiAMETER (T!`ICH) LEi'IGiH (FDUT) FLP,W (GF'P'i) F'fiL:ia"L'RE !PSi7 ?Z i?E: F? 11'?-,C 0 T'a L,.'Tg 0 9"`H--Es'h" ?0." F"U T E: Fa ?- E: ST Ev !I"-N :X :X .,"c W `w" X V: JUB- F'INLWOGD '-L"I_E:iMicN"!'ARY :iCl-If.1f:1L JCIB PIU 6986 Da;'1'F_ f 1/?/c;'i' F'AC;F_ 2 Fi...QWa I4'1'0 IsIJILL''11`IGm:il%$#'•'d%It;n:a%iC?X:k:?Jii?c:i<:?Y•l,?'M'M:k'k:k'.'Fic:X:?c:ic ? EDVZ - F" 71:. 1"1IC_ @,w"• (CN CO?? ? L-FEd-'fi.E:P'?? -T- r='n IRY DCI9;;ITY X A;iEA Q.1o9 X S5i3(7.Co = 5ao.t?G- % OVEITiAGE = 0.45 = 6; .5i) KMI.K;`. - 0A0 TNSI:C,'r_ HOSE;a == UAO ni.rrSzllr HOEES = 100.00 FLG'vi Ftl_:Cd'D Fi)F'{ SiST[::.'S = :i?,Sii FLOW (-0',T BA..`?G 0!- F,SSEFi. = 2:7.5;i hIN FLOW AT r.rS:= OF r,::si_I;' = 0.,00 TOi'(11_ FLOW = 317.50 S.i.r- i'IL F'1?E3?i;liL - 73,00 Rk:S.T.G(.ii4L F(iiaSl.iUli!:: _ 74.00 Ft:Ii:SIDUAI... FLOW = 1050.90 FLOW i='RI:li1 CI1"Y Sll(°';>L`f A'i ':'.nPSI -4%%,'=;;i Gf'M F'RE::.`.'.;'Ul=_C_ t=i:LM CIJn:'JL [ TC.1'AL FLOW = 77.56 ELEVri'i'T.i)!9 = 0.00 -rQ(];' _ :,, rsO. i:tA C. Li_r+GT;-, r-AcTur; 1. Fi_ow PF r-i_nw V_Lr.icirY i 15.600 10.1 r r'-.:`.aG).Vr. J L. ? -? r .? n.;, ,?,.t?n ,;1',?:Sfj r.?.n,. . , .. 2.140 140 1703.00 Ct Fi ti.... 1.:9 317.50 1.96 3 8.140 140 116.00 t 0.00 0.t)5 ";" ">+c} 1.34 Aa5Ti7:i'IC'•I`1A1_ Vr=u_VI::: U:?uS, t';r, = ryi.r,, ??/!yc- .!2? SAFETY ;iAi±:+ilY _ on G. F'hl:'.:ivLJi1L AV(y:Cl.ABI_I:' FOR .;`:;'>'il:N ? 7 4qF .?lsc-%?? 5YS T,5?17'7 D?.s/Gi./ G&;ZSs' ?b wl .c .& = '!?! E Z /SSkj / 7'?'?? ? " /"s?' ;.? X/Z- - ? / ?/7T/.<!c ,Sj4100' IZ :g?c Xc Ac Asc °w• ? J? ? ?^ 7 ?Cr ? ?? ;La ?-?9 ?'ti ? '9 - ? ? :`Va=" IFZl r-l0<L E:!F:. CO_ °.X ax DXW JC1B- F':[IyEWUUD Ei_ C:MLl`ITF1FiY SCIiQOL JOY"• NO 6906 DF1TE 1 t!:'/i3'9 F'F`iGL 3 ?X*?*?:?k;i<?<;?;?,c?;K:K%k:K?:k:z•x,??*? - ------ *.?:Kr;:,c:a:xwkE . ?4QTt 1 TQ ._.___._--- t?r?:;:??:?:?ac,?m?a;cr<:?;?:?:x;K;,<;z:?ii:?CM?•l'C;X%SC%F%K?F;?'IC%Kk.'%K '-----.._._.____.__.--------'--'-"- HYllF{LC. Qp -----_-"'- C. ---°--- -- EC1U7:L`. '-------- F'iF'i- -------"- F'T -__'-'----- -------------"---"-"'------- F'T FI':I'-°. FI_OW DIt1. F':7'iTCIG F'i'LvS. F'E. F'4' MO7E;i FOIbIT [1T LOS:i/F LEiNG i H.`: i[]'i. F';= F'M - 19.5(7 -------- 5.1f?q ---------- ()c 2.t`7 -'------- 0.42 ---?----- 1?.16 -------------___-.----?• C?r=i- J.i9 X 1.a.rt0:iQF. ,61 C:::120 ' ",' 5.0 S.G{.) 0.00 f:- 5,820 V... 6.5: ---------- 19.60 ------ 0.0977 -------- - 5.42 0.53 = 19.SU --------- --------- --------- 12.69 --------------------- ----- I( 1()= 5,500 6G,OJ F/ fl Gl?r ------------ E. F 19.60 1.104 SE 2.0 c-s20 TT 5.0 19.60 0.0a7: 19.60 19.63 ;.it;•? :,E _.,, C:n:'t 20 19.60 ...';/U;:' 20.11 i n412 C =1 : V ::9.71 4.0950 20.71 G 60.42 0 ---------------- 21. .> T H 81 .81 0 c31.ot 2 d h0 --------------------- 2.00 12.9b ?,0U 0.3i3 7.00 O.SQ --------------------- t3.!)A --------------- ------ Qn= 0.10 X 196.00SC?F- I(= v.b: 0 V - 6.57 n 11__ 5.430 ------------------------------------------- fti.iiv" 12.i6 L7Fi= 0.10 X i96.00::CiF. 4.00 010(l) F:= 5.620 V- 5.57 20.00 I.F5 ----------------------------------------------- i{J.OO 54.1'k 14.11 K== 5.4:0 1='= 13.71 Ko/= 0.00 0.40 Vnc._OCII'Y = 7.69 1o.00 0.95 i3.7i ----------------------------------------------- 9„5:;7 14. 00 15.06 15.06 K- 5.4:.0 F'= 54.05 C-123 0 00 0,00 0.5; VI_ L_UCiTY = 8.66 .0994 --- •-- - - --- - ----. _._.._ ----5_ (??? _. ._..-1.?,9 ------ - 1A.`:`- -._------ ...----3 _ -? ?;. ?`--- ---- __ t.5V? 6E 4. v :_". :.?U 16.45 16.45 h- 5.430 F'- 15.52 C=1:0 1'1' 3..0 ';. ? ?i?9 C?.t)J 0..='3 VE LCCIiY = 1?.73 .1742 -- Z5. ------ 50 - ----- , 6.1r ------ --- i5.52 ----- _ _ _ , ---- ?- • ?J- - :?.C}4 K 12= 17.190 _ , n ..., l, ------ ------- 19.50 i.it}=t :•}E _..O 0.42 12.1-6 QA= 0.10 X 06 .00SCdF. ri C:=12(? i'T 5,0 5,00 O.Ur3 K= 5.E20 V= 5.57 -----_.- 19.50 --------- - 0.0477 ------ - ----- -------- 5.42 ----- - 0.53 -------- -- ------ / /07 --------------- ------ G.00 9.687 14.00 12.69 12.69 P= 0070 F'= 12.64 I C=-1201 0.00 0.00 0.05 V'cl_(7CITY = 201 19.50 0.0123 - 14.00 {).17 12.64 1y.1:' - 1.53:' --- 4)F_ -------- 4.O ------ 27.50 ------°--- 12.86 ------ -------------- K= 5.100 f'= ------ 12.85 J C=120 5T 8.4 0.00 0.00 VEI_QCIT''i = 5.64 ------ -----39_Z2 - 0.044'? ------ - ---- --- :i5_50- ----f -?O -- ------- '`'/&?.? -----°°------ ------ 3°-32 14.46 K 13= 50.340 3 _;7' ?? 2f 4? L _ ___= .._._._ __ JUB- F':[ML WOLID EL [ML•:I•I?AIiY SCHOOL J(]E{ FI(7 6936 DATE 11l7i39 F'; GL' 4 :k?kY6X<BcY?".?;;tYFYF:rYFW:K>X`X `":Y;<;x:?c:K?c:i: :k:k:#;k%8;<:;C*fiC140'T':_ 1 TO - HYDRLC. •-----_..- GA -------- vzA. --.___...----- cQur.V. --- _.__ __--- PSF'E -------- 'r'T -------- P'T --....------------ ------- fiE1=. 1=LUW °C" FITTING FTGS. FL. F'L+ MO'iES F'OTI`1T OT LUS:i; F LEI`IG'fIIS TOT. I'F F'14 19.50 ------ i.Sn4 --------- "E 2.0 -_ ___-.------ 14.42 --°------- 12.16 ---._.---- -___...___---.-•......_......____-_ CtA= 0.10 X 146.00vDF. „ C:=1X) 2.GO O_O6'. K:= 5.620 V= 6.57 ----- 19.60 ?J.t?7977 -------- --- ----•- ----16_42 -- _1_u?J -- - -------- ----- -- /? ------- 'Z0.10 1.452 10.00 13.76 13.76 K= 5.500 F'= 13.:36 B C::=:120 0.00 Pi.,(}o 0.40 4LL_Of::I'I'Y = 7.66 --------- 39,70 ------- 0.0949 -------- -------- 10.00 ----------- 0.95 -------- i:3.35 -------- .il ------------- -------- :.'0.42 5.452 14.00 14.71 14.71 h:= 5.147U F= 13.79 C G-120 0.00 0.oFi 0.92 VELOCITY = 11.64 ------------ 60.12 ------- 0.2046 -------- --------- 14.00 -- --- 2.07 -------- '.3.79 -------- 3 ff?j ----- 22.<::i 1.537 iiE 4,0 -- --- --- 27.50 - 17.10 17.58 h= 5.500 F'= 16.63 D G=1 2{•i i i 6,0 2.00 0.00 0.95 VL I_OCITY = i i.84 -------- 32.5 5 ----__.- 0.7772 -------•- -- - 35.30 6.29 15.63 ??? 0.00 2,4:.'.r3 Iz.72 21.07 23.`L31 K= 17.00{} i- 21.71 i C-=Q(-) 0.00 0.00 0.16 Vf:40CITY= 4.85 32.31 0.0202 12_50 o_25 23_.71 33.3L 2.635 1::.50__ -24.12 24.12 --------- K_ 17.1"0 F'= ------- 23 48 z c=1??c? U,?,0 0.??o o.r,a vi_i...c?,?Irv = ??,7G --------- t {4l 1S.?S:Ir ------- ?:?.?'.}l?:i^? -- ,{ 1?..'..o .( I.j'i rJ`.°A4? /? ?/? ?/:v.s -- ------ -------- 5G.U2 ------ 2.e35 -------- :.E b.:0 ----------- 75.00 -------- <:s.zb -------- 25.:6 --- -- h= 10.340 P- 24.i6 :S L'.::::120 30.00 3.00 1.10 VELOCITY = i2.:4 216.57 r. J.1 ?Oq i:)S.;J,9 1<.?S?t `:.'4 .16 0.00 2.615 65.:70 c;i.:'J 31.90 h:- 0.000 F'= 36.60 4 C:.-.1c,' 0.00 0.00 Kiu Vt!_ar..zTY _ 12.:=: ------------ 216.6: -------- 0.1204 -------- ------ 66.00 7.95 3$.00 . 0.(7J r 2.5;5 -- iC 5.i7 ----------- ??.i)w 1, -------- 45.85 ----- --- 45.?, :,.s ?- •--- ------- K::: 0.000 P- -___--_ 4•;,7?- ? 4r; C==i20 7T12,O 18.00 p,oo j,10 V1=1._t_(::iT'( = 1::.:3 06.6:' 0.1204 ,"s7.00 4.46 44.75 0.00 3.260 1G i'.U 14.00 50.31 50.34 K= 0.000 P= ?'.'?.84 5 C=i^U 7,00 0.00 0.47 VLi._0(:ITY = $.32 --------- 216.67 ------- 0.0427 ------•-- -- -- 21.00 0.90 49.8; - ----- ------------- ------- 0.O0 3.260 - --- 20L :.0 ___-------- :501.00 -------- 51.21 - - 51.21 K= 0.000 P= 50.74 6 C=120 540.00 0.00 0,47 `J"L•'I_UGT7Y = 8.32 06.67 0.0427 441.00 13.^03 50.74 29h.b7 - - --____._ __--'-•----_._ __.....----- "IU.O; -------- ••--• -- K 14= 25.890 TOIi2 --------- ------- ;?16.67 -------- 3.260 -------- OE 7.0 ----------- 11.50 -------- 70.04 -------- -------------------- QA= 216.6 PT= 70.04 Tiil=:2 C=120 105.0 15.00 0.00 VELOCITY = 8 02 216.57 0.0427 26.50 i.':3 4c AX 4c AMc %V I Ih: I g" Y `Lr u"-v u.J 1- 0 P'ti u=-e "Ir "r E" F-i Y 8` 7 ?ti. L. P7 R C E) _ .°x 4c: w xc JO;c- ('II`ILWpqD EL GMEhITARY SL"HQOL J(JLi hl(] 6986 Ur,TL t 1 i; {39 F'A GE 5 yF%?>K7kN:k:;Y:;c:k Xc;rlt?c?K%k* ??w';rXC;??,'>K>K%KW;;t;k>k*>k?:Gif(J'T'C i TO HYDnLC. C?F'i DiCi. _ LCdUI'J.' ? --__.._._- F'IP` ---------•- f='i ------.... Pr ._......_--_---- -._.._ _??=--m Rt=1=', FLUW 'L"" FITTII`IG Fl'G:i. F'C F'V NC:T ES F'GTI`IT ' CT LU`aS/F LEI'IC:TI•la^ TGT. F'F F'!`I ___`__ =___ =_=_'=_ _ 0.00 _______: _': :3.025 __?_='?_=___::?: /BJ :___-? ='= =::: 0.50 -?::-::_==___ 75.17 _'_•___ ?.._ 71.17 :_:?-__=_:?_:?. h= 0.000 :.- ?.- F'= __-;__ ? 70.54 GV C=120 10.00 0.00 0.63 YEi..QL'I?Y = 9.66 --------- 216.67 ------- 0.{)613 ------- 10.UOr. --------- 1o.50 0.64 70.54 . -- -- 0.U0 4.260 -- --------- 3.()0 --------- 71.81 ------- 71.81 _._ --.______ ft= L.+JUrJ _ F'= ----- 71.65 HDLk C=12rJ 0.00 0.00 0.10 * YELQf:ITY = 4.37 216.57 0.016 3.00 0.03 71.65 °---_..___ _._____... O.UG ___•---.- 4.026 - _.______..._-. ' q: iT, --------_ 4.00 ___.__...,-_.._ 71.84 ._.__.._..-__ 71.84 -__....---.---_ I;= 0.000 _.-- P= ------- :1:54 VHaY C=S20 L? 53.00 0.00 0.20 V"ELOC:CTY = ].415 216.6: J.+JtSti 58.GciF. 62.00 0.71 71.64 21 5. G7 --__...._--- ----- _ __. 72.79 -._ _.._..--- ----- -_ _. --- hi 15_ 25. --- 400 ------- so:;r: a'dc gc %YC Ac '? I tl< g 6'-tl lr? eN LJ 1- ED 11 d`u T' X 1-- ? : Q°" ft 3" tl^'J UC: 9_ E: R L: 0 _ Ac alt W %8K JUEs-• FTry1=WUUD EI_'-L"hiCly l"AR'( SL'40UL JCE: Nr 6935 DFlTE S 1 f?lcii' F'AGI= 6 **?***?:kM??%K**%c?K**?..<?;?c***a?:Xm?W?1TCR SUF'PLY SCHEMAiIC*°itYd:K:iC:Y?F*Xc****:ic}k:k;X%K%k*%K*."n'%X;fi***:lc --__,.._..._------°-'------'-__._--? ??•_?______-----'---'-------------------------- ---------------------------- ?------•-- ----- -------------------------------------------------------------? ! S'I'ATTC F'Fi"L-'S. i i *{__ 70,000 F'SI i i , ! . i ! . U i ! . F' i i _ F, ! . L ? ! . Y i ! . i i . c i ! . U ? R ? ! . V ! ! . L ! ! . F'I;CS. AVATLAEL.E ! ? * C-- 77.564 F'SI ! ! SAFETY riARGIIti ^ ! 3.034 F',SI v . ! ? SYSTE'M DEMANn--? ?K--------------* ? .-- =LDW AVA?LA:LF ! ! 216.67 G PM J 100 G I' M I-I (:l:i LA . 972. 34 G I" t1 ! ? s? `?.,z • 7qr.? j I ! . ! ' ------------ / ---- . ? ! IE ! T CI' AL Y7c11FiI`ID ! . ! `.: ! 74030 F'&':L A'1 ! . i ! J li ! 316.67 Gi'iy ! . ! II -------"'---'----- . ? C RCSIDUAL FRE..-:;* ! 74.000 FSI nT . ! ! I D 1050.00 vF'M . ! N i m 4456.11 GP"M * ! ? f E AT 20.000 F';:>'I ! i ,r p ? ! *C-- 0000 F'SI {i:_L.L'YA'LI014) i i i ? i !-------------------------------------- -----------------------------? FLOW (GF'ri) FLOW SUMMAliY SYSTCM FL04! 21 0. Fi7 Gf-'M OUTSTDE HQSG 100.00 GF'M TOTRL DGMAI4D 316.6: GPM **kcXcX?X?**:K**?KX?%c:k?C*:Kk?%kX?k??a?X?XCkcN?*%C*?C?kk??*%K?**k?:k?skN?d?k?***%C***X?:KX??K??k*?a??X?*?kkC%k**??Ckc%c?CkCkc** s-?- _ ?• ? ia ?. ? a a-? r^? _ d'fla.r? 7 HYDfiAULIC DGSIGIN IPIFOC:MATSOM SWEET NAME FINEWOOD ELEMEPi'iACtiY SCHOOL DATE f 1/7/89 LQCATIOh1 4300 DDI)D ROAD, EAGAM MN. RUILDII4G S7EEL RAR JOIS'T, BEAMS & MGTAL Df-:CK SYS7CM MA. 4 COH7RACTCIR VIKIMG AUTOMATIC SPRINKLER COMPANY COM7RAC:T M0. 6986 GraGCULATED RY MRfiK TEMEtRGULL DRAWING N0. f OF 4 CONSTRIJCTIOhi: ( 7COMRUSTTBLE (X)MOhI-COMRUSTIEsLE CEILIPIG 1-IEIGHT 9' OCGUPANCY G_ASSftt]OM - ------------------------------------_.__?__??________=---_=_????=_____=_____=== S ! (X)MFF'A13 (X)LT.i-IAZ. ORD. HAZ.GF'. ( )1( )2( )3( )EX.HAZ. Y !( )IYFPA 231 C)h1FPA 231C FIGURF_ 2-2.1Cb) CUkVG S ! ( ) 0'iHEft T !( )SAECIf"TG RULIPfG MADE HY DATE E M ! AREA Or SPRINKLER QF'EfiATT(JI`I 1500 SYSTEH TYFC !DENSITY- GF'M ,f (X)WETC >DRY< 7DELUGE( )F'FiEACTIDht D !AREA F'ER SPRINKLER 196 SI'RTNKLEI", OR N(7ZZLE E!HQSE ALLOWAI4CE GF''M-IMSIDE 0 MAKE FiEL1ARLE MODEL F-1 S ! HOSE ALLDWAI`fCC GPM-OUTSTDE 100 SIZE 5/2 K-FACT6Fi 5.62 I !fiACK SPRINKLER AL_LOWAI4CE 0 TEMF'ERATUfiE RATIPIG 555 G ! N ! CALCULATi01Y ! GFd1 kEUUIRGD?248.09 F'SI fiEOUIFiE:D'72.28 TAT^RASE (]F kIS'L-'R ^^ SUhiMARY ! C FACTDR USED : DVEFiHCAD 120 U19DEkGROUI`1D 140 ---- W! W(-tTER FLQW 7rST ! F'UMF' DftTA ! TANh OFt kF_SEFtVpTR A! DA'i'E flF 'iEST ! RATF D Co-1F' 0 ! CAF'. 0 T!TIMC OF TL'ST ! AT GP'M 0 ! ELEV. 0 E!STA7I£ fF'SI7 78 ! ELEV Q ! f; ! kESIDl1AL (PSI ) 74 ! ! WELL ! FLOW ( GF'M ) 1 O50 ! !Pf:UOF FLDW GPM 0 S !-ELEVATIUN STkECT ! ! l! i -------------------- p ! F' ! LOCR7ION : 1 6' GITY MAIIY D[JDD E DELAWf;E L!SOURCE QF It`IFpRMATIOM :CT'T'Y QF EAGFtN Y ! ---------------------------------c-=---------------_--_____---_____________ !COMMODITY CLASS LOCATIQN C!S'iOfiAGE HT. AR[A AISLE WTDTH 0!.S7Gf;AGE 1'rETHQD:SULTD F'TLED Y. FALLETIZED Y. RACK L m ! ? ( )SIhIGL.E kOW( )cnNvEnTZONAL PALLET( )AUTOMATTC SZORAGE( )EhiCAF'SULATED ! R ! ( )DOUBLE FiOW( )SLAVE P'ALLET( )SULID S!•IELVTlNG( ?NQPI-ENCAPSULATED S !. A ! ( )MULTIFLE fi0W C )OPCM T ? C 0[ K! FLUE SPACII`iG: CLEARAMCE:STORAGE 70 CEILIIYG Fi ! ! LOIYGITIJDINAL TRANSVERS[ A ! ! G ! ! HORIZUHTAL RAk`h'IERS f'fiOVIDED: E ! f ------------------------------------------------------==-=---------------------- UNITS - DIAi1ETEk CIi4CN7 LEtYGTH (FOOT) FLLIW (GF'M) F'RESSURE (PSI} **:k**?**X?:k?lc**:K:X***?*?Xtk?:ic*dc*%c?K***XC?C?C*kckC*k?*?K:k%?:I??kak?%*****?C****?*??%?CXs?K??k**********?K** .. . F'Y Fi.EE F?EZOT?l-__UT E39^9--0Y CE31"6F?9JTEri DE:SI G9"il WWWW WI KI NC;, AUT0MAT= G SPFZI ?KL-EF;? C? ? ??W4cW JUH- pTMEWQqD ELEMEMTARY SCH00L JQB MO 6986 DA7E 11/7/89 PAGE & ***************************WATER FL.OWS IN70 RIJILD'ING*************************** F C? F: - F?I 1^i E:W DEMSITY X AfiEA o.soo x 1500.00 OVERAGE = 100.00 GF'M RACKS I14SIDE HDSES OUTSIDE HOSES DO5> = 150. 00 = 100,00 = 0.00 = 0.00 = 500.00 FLOW RECi'D F0?'i SYSTEM = FLOW AT EcRSE 01= RISER = MIN FLOW A'T FfaSC OF FiISER T(l'TAL FLOW 0.00 350.00 Sl'ATZC FRESSURL- = 78,00 kESIDUAL F'RESSUIiE = 74.00 kFSIDUAL FLOW FROM CI7Y SllF'PLY A7 2()F'SI = 4456 FRCSSUriE FRDM CUFiYE Q 70TAL FLOW ELEVA'iIOM = 0.00 F00'T' Mt7. IIIA C. LEIYGTH FAL'TOf. 1 16.600 fU0 9240.00 Q H 2 8.140 140 5703.00 [} H 3 8.140 140 1:36.00 Q ADDITIOIVAL VALVE LOSS. ETC. SAFETY MAFiGIN F'Y:ESSURE AVAILATiLE FI]ft SYSTEi'l FLOW = 1050.00 GFM = 77.47 = 0. + FLOW F'F FLOW V[LOCITY 0.00 0.48 350.00 0.52 0.00 5.54 354.00 2.16 0.00 0.07 250.00 1.54 = Q.flQ = 75.38 ?? ???rn? 256,88 250.00 WWWW V_??Nr? AUT??A-rac sfi?= rN???? 00_ *C*c4c3c JOR•- PIMEWOOD ELEMENTARY SCHODL JQE+ NO 6986 AATE 11/7J$9 PAGE ? ************************ ********REMDTE 2 TO BOSf??**?**?*#?***?*?*??******???***? ---- HYDRLC. --------------- OA "C' ---------- ECiUIV, --------- PIF'E --------- F•T ----------------------=---- PT kEF. FLOW DIA. FITTING FTGS. F'C PY NUTES FOINT , QT LOSS/F LEPIGTWS TOT. F'F FH . ?- --^------------ f9.60 1.104 --------- OE 2.0 --------- 0.83 -------- i`.fb ---------------------------- QA= 0.10 X 196.00SQF. L? C=120 1 T 5.6 5.00 0.00 K= 5.620 V= 6.57 19.60 0.0977 5.83 0.57 19.60 Gj /j2 vu x 14.87 1.104 SE 2.0 s / C=120 fT 5.0 14.87 8.8586 S ? 14.87 7.69 K 2U= 5.490 ---------------------- QA= 0.10 X 148.70SL71= . K= 5.620 V = 4.98 K 21= 5.360 ??i?V f ?.?/" 1L ? j riC-? ??42 /??.?.J ?? t 14.-87 5.104 'iE 2.0 6.53 7.00 L7A= 0.10 X 148.70SOF. C=120 1T 5.0 7.00 0.00 K= 5.620. V= 4.98 54.87 0.0586 13.83 0.81 14.87 7.81 K 22= 5.328 ^ ` ? /146?7 ----- /QS?;??' . 16.80 1.104 fE 2.0 2.83 C=520 fT 5.0 7.00 16.80 0.0734 9.83 --------------------------------------- 16.aU i? n GJW?^+6 ___f-------------- ss.ao 1.104 iE 2.0 N1 C=120 1T 5.0 16.80 0,0734 ------------------------------------ 16.55 1.452 OE 4.0 n C=S20 9T 8.0 33.35 ------------- 0.0688 --------------- 0.00 5.687 C-t 20 33.35 0.0331 17.82 2.154 R C=f 20 51.17 0.0222 12.73 4.83 7.00 7.00 0.00 fi.S3 0.69 lelS: s" 6.83 7.00 f3.£i3 6.00 8.00 14.00 2,00 0.00 2.00 6.00 0.00 6.00 17.67 2.154 OE 5.0 1.25 S C=120 1T10.0 10.00 ____---==T=68.84_0.038511.25 --------------------- 8.94 QA= O.SO X 768.00SQF. 0.00 K= 5.620 V= 5.63 0.72 ------------------------------------ 9.66 K 23= 5.410 8.94 QA= 0.10 X 168.00SRF. 0.00 K= 5.620 V = 3.53 _-_? _0-_ __..----- --------?-2v ---- ---____ 4.96 9.96 K= 5.320 F= 9.68 0.00 0.28 VELOL':[TY = 6.45 0.96 --------- 4,68 ------ Z1ti??; --- ------ 10.92 50.92 K= 0,000 P= 10.77' 0.00 4.15 VELQCITY = 4.78 0.07 10.77 -------- 10.99 ------- 10.49 --------------- K= 5.450 F'= ------ 50.85 0.00 0.14 VELOCSTY = 4,50 0.13 - 10.65 ------- ,3)dn --- ------ ------- il.i2 1i.12 h= 5.360 F'= 10.87 0.00 0.25 VELDCSTY = 6.05 ---0_43 - 10.87 ------- --------?-?-j - ------ JOB- FIN EWqDD ELEMCMTAf;Y SCH ODL JQR MO 6986 DATE 17J7/89 f-AGC -0/0 ******** -- - -- -- *********Xc*Nc******kc*****REMpTC 2 'PO ?C1SR*?k?.%Xckc?K**?K*?K?**:?*?X?%cr%?k?K*?*kc:??K?*?X - HYDFiLC. --------- QA -.__ _._ _._._._._.- •---_ _ _._ DIA. EQUIV. _ _ _ _ _ _-- F'IF'E ---------- PT ----- F'T ---_._._ _-------------- REF. FLOW •C' FITTIMG FTGS. PE FV kcaKNtkc:k NQ7ES fiOIhtT OT LOSS/F LEPIGTHS TOT. PF PN 68.$4 17.55 K 24= 20.250 f0 ----?`f .... ..................... f6.80 1.104 tE 2.0 $.50 E3.94 QA= 0.10 X 168.00SLIF. C=120 ST 5.0 7.00 0.00 R= 5.620 V= 5.63 W 16.30 0.0734 15.50 1.14 ------------- -------- --------- 16.80 ----------- ------- -------- -.--------- i0.06 ----- -------- K 25= 5.290 1S -------- --- -/W - °- /A;??_ // --------- f9.60 1.104 OC 2.0 0.E33 52.16 QA= 0.10 X 196.oasQr-. X C=120 1T 5.U 5.00 0.00 K= 5.620 V= 6.57 -------- 4 9. 60 --------- 0.0977 ----------- ------- 5.33 -------- 0.57 ---------- ----- --------------------- O.QO 1.687 OE 4.0 7.50 12.73 12.73 K= 0.000 f'= 12.68 - C=120 fT 8.0 8.00 0.00 0.05 VELDCITY = 2.£31 -------- 19.60 ------- 0.0123 15.50 0.19 12.68 --------------- -- S 9. b0 ----------- ------- -------- ---------- 12.92 ----- ------ K 26= 5.450 12 -------- ---? ?- ___-- ---.------------------ 19.60 1.504 1C 2.0 54.83 12.16 G!A= 0.10 X 196.00SCiF. T C=120 2.00 0.00 K= 5.620 V= 6.57 -----•--- 59.60 --------- 0.0977 ----------- ------- 16.83 --------- 1.64 ---------- ------ / ?r -----------------____ 20.10 1.452 14.00 53.80 73.30 K= 5.440 P= 13.40 U C=120 0.00 0.00 0.40 VELDCTTY = 7.68 -------- 39,70 --------- 0.0949 ----------- -------- 14.00 -------- 1.33 -----,_--, 13.40 ----- `?- -----•?--??--?-----??- 20.99 1.687 OE 4.0 6.50 15.13 15.13 K= 5.490 F'= 14.62 W C=120 fT 8.0 8.00 0.00 0.51 VEl_OGTTY = 8.70 64.69 0.1003 14.50 1.45 -T 74.62 3IAynj 60.69 16.58 K 27= 14.900 11 ---------- 3 G?.t?_ y ----- - / ------------------ 19.60 f.104 OE 2,0 14.83 12.16 QA= 0.10 X 196.00SRF: K C=120 fT 5.0 5.00 0.00 K= 5.620 V= 6.57 -------- 19.60 -------- 0.0977 ------------ ------- 14.83 -------- 1.94 ---------- ----- / 4*2 --- ------ 20.32 1.452 14.00 14.10 14.10 K= 5.490 F= 13.70 L C=120 0.00 0.00 0.40 VELQCITY = 7.73 -------- _39_92 -- 0.0959 -------°--- ------- _5 4'00 -- _1 _34 -- --- S 3.70 --•--- -----, y??- -°------ 21.21 1.687 pE 4.0 6.50 15.44 55.44 K= 5.490 F'= 14.92 M C=120 1T 8.0 8.00 0.00 0.52 VkLOGTTY = 8.77 61.13 0.1016----' ------- -14 50 7.47 ------ •--- 54.92 ----- ? ------- ? ??___=____ *ww=K VX9•:2 h-9G AiJiT'OMA-rlc vF'FixB`flKL.ER ?? - wwhcw JUB- FINEWOOA El_E MEI4TAf.Y SCHOUL JOR NO 6986 DA'fE 1 S/7l89 PAGE /1¢ **?k?*X?%??k?***?kk??ckc?: ?c***???k **?c:Kkc**?cf,EMtlTE 2 TO RQSR*kc** *?c?*%c?c?k :k?X?X?k?*?ck:Xc?%s**?cx?a????** --------- HYDKL.C. -------- RA ------- DIA. •---------- EC2UIV. --------•- PIFE ------__-- PT ------- F'T -_--__---_____------- REi=. FLOW 'C' FITTIHG FTGS. FG PV ?:kXc:%Xc MOTES f'DINT QT LD5S/F LEhIG7HS TOT. F'r PN --------- ---? 8... 12 ,? '.635 14.00 f 6.97 16.91 K=y 20.260 F= 16.43 10 C=120 0.00 0.00 0.48 VELOCITY = 8,42 143_25 0.0560 14j00 0.78 16.43 ----- ------------5------ _________ _ - 82.01 ------- 2.632 __ -------- __ -- 50.00 -----____ 77.69 __ 17.69 K= 20.190 F'= 16,50 11 C=f 20 O.OF? 0.00 1. 1 9' VELOCSTY = 13.27 --------- 225.26 -----•--- 0.f305 ------- ---------- 10.00 --------- 1.30 --------- 16.50 ------- -------------------- 22. £33 2.635 1 E 6.0 90, OU 1 8. 99 13.79 K= 5.450 F'= 17.55 12 C=120 6.00 0.00 1.44 VELOCITY = 14.59 248.09 0.1546 96.08 14.85 17.55 O.0U 3.260 --- OE 7.0 --------- 37.00 ------ 33.84 33.84 li= 0.000 F'- 33.23 12A C=120 i7f5,0 15,00 0.00 0.61 VC-1_OCITY = 9.53 --------- 248.09 -------- 0.0548 --- -- - 52.00 2.85 ------ 33.23 ------- -------------------- 2R8.09 -- -- ------- --------- --- 36.69 h 28= 40.960 13 --------- -------- 248.U9 ------- ..',.2f>0 ---------- --------- 102.00 --------- 36.-69 ------- ------------_____--- C1A= 24a.0 PT= 36.69 13 C=120 0.00 0.00 V[LQCITY = 9.53 --------- 248.09 -------- 0.0543 ------- ------ 102.00 5.60 ------ ------- --------____--------- O.OU 3.260 ---- 16E 7,0 --------- 300.00 --- 42.29 42.29 tC= 0.000 F= 41.68 14 C=520 f12.00 0.00 0.65 VELOCITY = 9.53 248:09 0.0548 412.00 22.61 41.68 0..00 -- ---- 3.260 ---------- OE 7,0 --------- 11.50 ----°__- 64.90 ------ 64.90 h= 0.000 P= 64.29 T01"i5 C=120 1T15.0 15.00 0.00 0.61 VEI_OCITY = 9.53 248.09 0.0548 26,50 1.43 64.29 ------------------- -------- --------- 0.00 ------- 3.063 ---------- --------- 0.50 --------- 66.35 ------- 66.35 - K= 0.000 R= 65.57 GV C=12O 10.00 0.00 0.73 VCLDCTTY = 10.76 248.09 0.0737 4Q.00F. 10.50 0.77 65.57 ---- -------------------- -------- -------- O.OE1 ------- 4.260 ----------- --------- 3.00 --------- 67.12 --- 67.12 h= 0.400 P= 66.94 HDEF C=120 0.00 0.00 0.21 VEI_OGITY = 5.58 248.49 0.0149 3.00 0.04 66.94 -------- ------•-- 0. n0 ------- 4.026 ------___-- jb? iT --------- 4.00 --------- f? f 6 ------- 67.16 -------------------- K= 0.000 F'= 66.90' VASY C=120 icv 58.00 . 0.26 VF1_ ' = 6.24 248.09 0.0196 58, OUF . 62.00 1.22 66 90 P'E= Fl7R HT OF 9.0 -- -------------------- -------- -------- 248.09 ------- ----------- --------- --------- 72.28 ----- K 29= 29.180 HQSR ---?-------- 7s 36 _ 'Sl - --------------------- ??W'W VXKgNG JUH- F'IMEWOOD ELEMF_N'fARY SCHUOL JOB Nn 6986 DATE 11/7l89 PAGL` *****************************WATER SUF'F'LY JCIiEt1A7TC*********#****************#** !---------------------------------------------------------------------i?----_-_ ! STATIC FRES. ! ! *C-- 78.000 PSI ! ! . ? ! . U i ? . P i p' • i ? - ` i i . Y i i _ c i ! . U ? i , R i ! . Y ! t . E ? ! . F'FES. AVAILABLE ! C•-- 77.481 PSI ! i SRFETY t1AfiGTP1 ^ . 1 ! 3.117 PSI v . ! ? SYSTEM DEMAMD-? *--------------* * C-- FLOW AVAILABLE ! ! 248.09 GF'M / 100 Gf-'M HUSE ^ . 996.33 G1='M ! i e 72' / --------! ! f ------- . E ! TOTAL DEMAI'lA ! . ! V ! 74.370 PSI AT ! . ! ' R ! 348.09 GP'M ! . ! ? I U ---------------- . ? C FESIDUAL f'FE 9.-3? ! 74.000 F'SI A7 . ! D 1050.00 GPM . ! i / ry _ i / A f M / E / D / *C-- 3.900 F'SI (ELEVATION) FLOW (GFM) 4456.11 GI='M• AT 20.000 PSI FLOW SUMMARY SYSTEM FLOW 248.09 GPM f? OUTSIDS HOSE 100.00 Gi'M TOTAL DEMAI4D 348.09 GF'M VXKaNr? AUYDMAYxC sF•R=?KL_F=R s T_ F• C!mUe..... awsi x ra e--o _ /?f? ?3 HYDfiAULIC DESIGhE I141=0RMRTION SHEET NAM[ FThIEWO0A ELEMEM'iAr<Y SCHOOL DATE 17/7/89 lOCA7IQN 4300 ?ODD ROAD, EAGAIY t1iN. BUILAIhIG STCCL Bl1C< JOTS'T, RF_AMS & ME'rAL DECif SYSTEM NQ. t CIIIYTfiACTOR VIKIhiG AUTOf1A7iC SPRINKLER COMF'APIY CONTfiACT t`tD. 6486 CALCUtAI'ED RY MARIC TEMBREULL DRAW3MG N0, 1 OF 4 COMSTfiUCTI014: ( )CUMRUSTTHLE (X)1901'1-COMLiUSTILiLE CEILIMG FIEIGHT 9' OCCUI=AI4CY CLASSf.D(JM _ _____.___-.-----_..-----•--___________._______------------------------- S ! (X)`IFF'A13 (X)LT.HAZ. DRD. HAZ.GF'. ( )1( )y( )3( 3EX.HAZ, Y !( )NFF'A 231 ONFPA 231C FIGLIkE 2-2.1 (6) Cl1RVk S ! < > 0'1'NER T !( )SF'ECTF'IG RiJLING MADE BY Dh1TC E N ! AREA OF SF'RINKLEI"t OF'LfiA'iI01N 1500 SYST[M TYF'E !DEhISITY- GF'M S (X)4JET( )DRY( )llELUGE( )PfiEACTION D ! AI;L"A i"sER SPRINKLER 176 SPRINKLER DR NOZZLC E!HOSE ALLQWANCE GF'M-INSIDE 0 MAKE fiCLIARLE i'fOACL F-S S ! HOSC AI_LOWf-YPICG GPM-QU7STDl_ 100 SSZE S f2 K-FACTOR 5.62 Y!FACK SPRINKLER ALLOWAPICL 0 TEMF'ERATURE RATIPIG 155 G ! N ! __.__.--____---------------------------------------------- CALCULATIdN ! GF'hi kEl7UTfFh_'D 267.29 F'SI Fif:CdUIRF_D 77.54 F1T PASE RF fiISEfF SUMMARY ! C FACfUI'; USCD: l7VF'RNE"AD 120 UrybERGROtJI`tD 140 -------------°--.---------.________--.-.---------__.______--._' _______._.--------------- W! WATER FLOW TI=ST ! FIJMP Df1TA . 7ANh OR fiCSERYUTR A!DA'TE OF TEST ! kATED CAF' 0 ! CAF'. 0 T!TIME 0F Tk"S'T ! AT GPM 0 ! ELEV. 0 E !STATIC (FST) 78 ! ELEV 0 ! R !RGSIDUAL (PSI) ,74 ! ! WCLL tFLOW (GPM) 1U50 ! ! F'f;pOF FLCIW GrM 0 S !FLEVATIDIY sTRr_e'r ! ! ___________ p ? P ! LOl:ATICIN : S b' C:[7Y Mr-lIhl ?ODD & DELAWRE L. !SOURCE DF T14F'OFiMATI01Y :GI'1'Y OF 'cAGAII Y ! ------------------_--_-•-------______.----------•--------------------------- !COMMOAITY CLASS LDCATION C! STOFtAGL HT. ARCA A:[SLE WZDTH Q!STURAGE METHOD:SQLID F'ILED Y. FALLETIZED Y. FACK Y. M M ! ! ( )SIhlGLE RIIW( )CD1`IVeMTItlhlpL F'ALLET( )AUTOMATIC STORAGE( )ENCAF'SULp7ED ! Fi ! ( )DOUF+LE ROW( )SLAVE F'ALLCT( )SqLID ShIELVIPtG( )N014-ENCAPSULAT'ED S!. A! ( )MUL7IF'1_.E RpW C) Qf'EIY T ? C ! _____________?------------------•----___----------__=_____=_______===_ ------------------------------------- 0! K! FLUE SFACINIG= CLEAFANCE:STORAGE 'i0 CEIIING k ! ! LOPIGTTUDIMAL TRANSVEf:SE A ! G ! ! HORIZON'I'AL RARRIEftS PRDVIDED: e1 ? -------------------------------------------------------------------------------- UHZTS - DIAMETEF CIMCH7 LEMGTH (FOOT) FLRW (GFM) FFESSURE (F'SI) ****aY**?kk??***%cNCX?k????k?%?*:k??C?*:%:X?*?C:K*:KNc*:K?C*??C?Ckcdc*kC*:k?C%C??k???#%?**?k%?N?*?k%?*?C%c:K*:%%c?:k:k**:k* FI F,:E= F^FK:0TEG"Y-I CIM--E:9Y GOiM'fiF"LA"5?E:R m,E:SI G64 W . WWW wXKxNG AuyoHATIC SF•FZThlKLE? ??- *c*c*c*c J09- PINEWOOD ELEMEPITAF,Y SCHQqL JOB NO 6986 DA7E 11/7/89 F'AGE 14 *:k%t*#**kC****kckcXc******:k*****WATER FLOWS IPI70 PIJIl.AI14G?kk??%k**%k:??K?k?#*?%k??k?k??k*%?*Xc%c?k?K?k* FOiF,: - F•a h9Elx DEMSITY X AFEA 0.100 X 5500.00 Y, OVEI:AGE = 0.79 RACKS IMSIDE kDSES QU7SIDC HOSES IE3 01 II} EL_F= T'SE- 9^9-r PuWiY" = 150.00 = 1i8.50 = 0.00 = 0.00 = 100. 00 FLOW fiEl}'D FOfi 5Y51'EM = 268.54 FLD4t AT RASE OF RISEFY = 26$.50 hiIM FLOW AT EsASL C]F RTSL"f. = 0.00 TOTAL FLDW - 36E3.50 S"FaTSC F'ftiESStJftE = 78.08 FFESSDURL F'RESSUfiE = 74.00 RESIDUAL FL04J = FLOW FkOM CITY SUPF'LY AT 20PSI = 4456 GFM RRESSIJRE FtiOM CUf:YE e TOTAL F1_DW = ELEVATIOfY = 0.00 FQQT = N0, DIA C. 1 16.600 100 2 G.140 140 3 8.140 140 ADDI7IQIYAi VALVE SAFE'TY riAFtGIl4 PRESSURE AVAILAR LGNGTI-I FACTOf, 9240.00 Q H 1703.00 C7 H 136.00 Cl LOSS, ETC. _E FQR SYSTEM S=FA?OL- 5050.00 77.42 0. + FLOW f'F FLOW VEL.OCITY 0.04 0.53 368.50 0.55 0.00 1.70 368.50 2,27 0.00 0.08 268.50 f, 65 = o . oo jv 9r? , % ?%? - O.U? - ?5 . S 2 G` ?S-?? DleWW* VrKXNr? AUraMAr=C sRRa?KL-CR 00_ WWWW JOb- PINEWOOD EI_EMC197AFY SCHOOL JUF PIO 6986 DATE 1517/89 PAGE Sy ******************#*************kEMOTE 3 TO EtOSR??***????*?****?????*?***?##?*?* --------- HYDRLC. -------- QA ------- "C' ---------- EQUIV. -------- FIP_C --------- F'T ------- PT -------------------- kEF. FLOW DIA. FITTING FTGS. FC F'V NOTES ***** POIN7 Q7 LOSS/F LEMGTHS TOT. PF FM --------- -------- 14.87 ------- 1.104 -------__ 1E 2.0 _-------- 1.83 --------- 7.00 --?----- ---------------___-- QA= 0.10 X 148.70SQF. C=120 1T 5.0 7.00 0.00 K= 5.620 V= 4.48 --------- _14.87 -------- 0.0586 ------- --------- 8.83 - 0.52 ------ - ------- --------------- ` f4.87 - -------- - - 7.52 ----- K 30= 5.420 -_-__- _________- _________ _________ _____-_ ___-_____'__________ t6.80 1.104 7E 2,0 6,17 8.94 QA= 0.10 X 168.00SQF. C=120 f7 5.0 7.00 0.00 K= 5.620 V= 5.63 -- - 56.80 8.8734 13.17 0.97 - - -- ----°- 1b.80 ------- ---------- -------- -------- 4.91 ------ - - K 31_ - 5.344 d, F -------- -------- 14.a7 -------- f.f04 ---------- OE 2.0 --------- 0.5?7 --------- 7.00 ------- -------------------- QA= O.iO X 14$.70S'LI1=. ?I C=520 ST 5.0 5.00 0.00 K= 5.620 V= 4.98 -------- 44.87 -------- 0.8586 ----- 5.67 0.33 - ------- --------------------- 14.87 --- ---------- --------- -------- 7.33 K 32= 5.490 L -------- -------- f8.00 -------- 1.104 ---------- 1E 2,0 --------- 8.58 --------- 50.26 ------- -------------------- QA= 0.10 X f80.00SQF. -y-I C=120 iT 5.0 7.00 0.00 K= 5.620 V= 6.03 1- ------- 18.00 ---- - 0.0834 15.58 1.30 - °----- -------------------- - - -- 18.00 -------- ---------- --------- -------- 11.56 K 33= 5.290 T -------- -------- 14.87 -------- 1.104 ---------- !)E 2.0 --------- 2.00 --------- 7.00 ------- -------------______-- QA= 0.10 X 148.70StiF. A// C=120 17 5.0 5.00 0.00 K= 5.620 V= 4.98 -------- 14.87 -------- 0.0586 ----- - 7.00 0.41 - ------ -------------------- 14.f37 - - ---------- --------- -------- 7.41 - K 34= 5.460 /V -------- -------- f4.87 -------- 1.704 ---------- 1E 2.0 --------- 1.67 --------- 7.00 ------- -------------------- QA= 0.10 X 14$,70SQF: Ki C=120 7T 5.0 7.00 0.00 K= 5.820 Y= 4.98 -------- 14.87 -------- 0.0586 -------- ---------- 8.67 --------- 0.51 --------- ------- f/w -------------------- 0.00 1.452 12.00 7.51 7.51 K= 0,000 R= 7.45 K C=120 0.00 0.00 0.06 VELOCITY = 2.87 -------- 14.87 -------- 0.0554 12.00 0.19 - 7.45 ------- -------------------- 15.04 -------- 1.452 ---------- --------- 9.50 -------- 7.70 K= 5.420 P= 7.70 L C=120 0.00 0.00 VELOCI7Y = 5.74 29.91 0.0562 9.50 0.53 ------------ ______ WWWW V_ ?? MC;- AUTOMATI ? ?F=*RI r-lKLEF;: GE3_ ACICICAC JOD- pIN EW00D EI_EMErvTARY SCHOOL JOB NO 69$6 DATE 11/7/89 PAGE 16 ******** ************************REMO TE 3 TO H03R******???** ?*?****?*?****???**** -------- HYDkLC. --------- RA ------------------- DIA. EQUIV. ------- F'IFE ---------- FT ------ FT -------------------- REF. FLOW 'C" FITTTNG FTGS. FE F'V MUTES POIIYT RT LOSS/F LEhIGI'1-IS 70T. FF ------- PN ----- - ------ 29.y1 ------------------- ------- -----?---- 8.?3 ------ ---?---------______ li 35^ 10.930 F ------- Z - ' ----- ----- --- -------- ------ -------------------- 14.87 5.f04 iE 2.0 10.50 7.00 RA= 0.10 X 143.70SQF. M C=f 20 4.00 4.00 ?K= 5.620 V= 4.98 -------- 14.87 --------- 0.0586 ------------------- 14.50 ------- 0.85 ---------- ------ / /ff? -- ------ 15.07 1.452 OE 4,0 4.00 7.$5 7.85 h= 5.460 P= 7.62 H C=120 1T 8.0 8.00 0.00 0.23 YtLpCITY = 5.79 -------- 24.94 --------- 0.0563 ------------------- 12.00 ------- 0.68 -- - 7.62 ------ -------------------- :30.R6 4.6$7 9.50 ------ - 8.53 K= 10.430 F= $.53 F C=120 0.00 0.00 VELnCITY = 8.66 -------- 60.40 --------- 0.0994 ------------------- 9.50 ------- 4.94 ' ---------- ------ ?55, -- ------ 16.40 2.154 OE 5.0 28.50 4.47 9.47 K= 5.420 F= 4.16 Q C=120 1Ti0.0 50.00 0.00 0.34 VLLOCITY = 6.75 -------- 76.80 -------- 0.0471 -------------------- 38.50 ------- 1.82 ---------- 9.16 ------ j? -- ------ 76.80 11.29 K 36= 22.860 22 -- 6 -- -----'?i?' ^ ?7 -- --------_.____------- 14.87 1.104 5E 2.0 12.67 7.00 QA= 0.10 X 148.70SLtF, F C=520 2.00 0.00 IC= 5.620 V= 4.93 ---°--- _fA_87 -- 0?0586 _____ --°---- 14_b7 ° 0.86 ---------- ------_ , _------ /f? ------- _ 15.16 5.452 12.00 7.86 7.86 K= 5.490 F= 7.63 G C=120 0.00 0.00 0.23 VEl_OCITY = 5.81 -------- 30.03 --------- 0.0566 ------------------- 12.00 ------- 0..68 ---------- 7.63 ------ -- -?-?-------------- , 15.54 1.452 7.00 8.54 8.54 K= 5.490 F= $.Of H C=120 0.00 0.00 0.53 VELOCITY = $.32 -------- 45.57 -------- 0.1225 -------------------- 7.00 ------- 0.66 ---------- 8•01 ------ 3s -- 5 9.40 h 37= 54.860 I -------- ---c - 7 --//G---- 75 ----?----J ---- S - ------ °------------------ 18.00 1.144 5E 2.0 8.58 10.26 QA= 0.10 X 180.00SCiF: If C=120 f7 5.0 7.00 0.00 K= 5.620 V= 6.03 -^-^---- ---18.00 0.0834 -------------------- 15.58 ------- 1.30 ---------- ------ -------1 ?------__ 49.53 1.687 12.00 11.56 11.56 li= 14.860 F= 10.93 I C=120 0.00 0.00 0.63 VELOCITY = 9.63 ----- --- 67.13 -------- 0.1208 ---------- .. 12.00 1.45 10.93 -- =f-------- 19.50 ---------- 2.154 hE 5.0 ------- 23.50 ---------- 13.01 ------ 13.01 ------ K= 5.440 F'= 12.62 J C=120 .1'i10.0 10.00 0.00 0.39 VELOCITY = 7.62 86.63 0.0589 38.50 2.27 12.62 ,j %?'S #W** wI KT Mr? AUTDHATI C SF=?FZI ?ML-eR 00- WWWW JOH- F•IN EWOOD ELEM[MTARY SCHOOL JOR HO 6986 DATE 11/7/39 F'AGC 17 ******** **&*********************REMOTE 3 TO ? OSfi??*** ****?*?****??*?*****?****** ------- NYDKLC. --------- QA --------------- DIra. EL7UIV. ------------- F'SFE -------- FT ------ F7 -------------------- REF. FLOW 'C' FITTII4G FTGS. F'C PV NUTES *:X*** ROIhIT. QT LOSS/F IENGTHS 707. FF F'hl -------- --------- 86.63 --------------- ------------- -------- 15.28 ------ -------------------- K 38= 22.160 21 ?C -_-_`-_ -"'_- ----°- 4yi? /l?y (JG" _________T ------- ----- 14.37 1.104 2E 2.0 13.67 7.00 QA= 0.10 X 148.70SQF. A C=120 4.00 0.00 K= 5.620 V= 4.98 -------- 14.87 --------- 0.0586 ---- - 57.67 1.04 -- ------ / ?? -- ------ i5.iS - --------- 1.452 ------------- 12.00 ------ 8.04 8.04 K= 5.420 P= 7.81 B C=120 0.00 0.00 0.23 VELOCITY = 5.81 -------- 30.02 ---°--- 0.0366 --------------- 12.00 ------------- 0.68 -------- 7.81 -°--- ? ------?=-A -L ------- 15.51 1.452 3.50 8.72 8.72 K= 5.420 P= 8.19 C C=120 0.00 0.00 0.53 VELOCITY = 8.87 -------- 45.53 -------- 0.1223 ---------------- 3.50 ------------- 0.43 -------- 8.19 ------ 3 -- ------ 45.5-3 9.15 K 39= f5.050 D ______^_ _____....___-________.______ ______?__?,__ _____.___ ___ !C?4_____________-.-____ i6.a0 1.104 1-E 1.4 6.17 8.94 QA= 0.90 X'f68.UUSQF. D5 C=100 1T 3.5 5.00 0.00 K= 5.620 V= 5.63 -------- 16.80 -------- 0.1029 ---------------- 1i.f7 - ----------- 1.15 -------- ------ l/q?7 - ------------------- 46.46 5.687 12.50 10.04 50.09 K= 15.050 F= 9.53 D C=500 0.00 0.00 0.56 VELOCITY = 9.07 -------- 63.26 -------- 0.1517 ---------------- 12.50 ------------- 1.90 -------- 9.53 ------ -51-140 -- ------ 17.61 1.687 15.50 11.99 11.99 K= 5.290 F'= 15,08 E C-fOo 0.00 0,00 0.91 VEIOCITY = 11.60 80.87 0.2390 15.50 3.71 1 1. 08 ---- --------------------- -------- -------- 0.00 ---------------- 2.154 UE 3.5 ------------- 16.50 -------- 15.70 -- 15.70 IC= 0.000 P'= 15.36 20A C=100 1T 7.1 7.13 0.00 0.34 VELOCITY = 7.tt -------- 80.87 -------- 0.0727 -° - - 23.63 ---- - 1.72 -------- 15.36 ----- --------------------- 0,00 --------- - - 2.635 ---- ---- 11.00 17.42 17.42 A= 0.000 R= 17.27 20 G=100 0.00 0.00 0.15 VELOL'ITY = 4.75 -------- 80.87 -------- 0.0272 - t1.00 0.30 17.27 - -------------------- 91.45 --------------- 2.635 ------------- 71.00 -------- 17.72 ----- 77.72 K= 22:160 p= 17.03 21 C=100 0.00 0.40 0.69 VELOCITY = t0.13 172_32 O?ff04 ft_00 1.21 - 17.03 ---- ------ /O ------- ----____ -- 94.97 ` ---- ------ 2.635 OE 4.2 ---- ---- 41.90 - -- 78.93 - 18.93 K= 22.860 P= 17.26 22 C=100 tT 8.5 8.56 0.00 1.67 VELOCITY = 15.71 267.29 0.2488 49.56 12.33 ----- 17.26 ----- /?T- /7?0171 -- ------ ------- _ --------- 267.29 ---------------- ------------- --- 31.26 K 40= 47.850 13 WWWW VI kI NG AUyo"ATI ? ?Rr-c5 NKLEFZ CO_ WWWW JOB- F'INEWOOD ELEMENTAkY SCHOOL JOB NO 6986 DATE 11/7/89 PAGE 1S ************************ - - *****#**REMOTE 3 TD RQSR??****?*??? ?****?*?*?***????**** - HYDRLC. -------- CiA ------- DIA. ---------- EL7U7V. --------- fIF'E -------- FT -------- F'7 ----•------- --------- fiEF, FLQW 'C' FIT7I19G FTGS. F'E F'V 140TES POIhl7 . QT LOSS/F LEhIGTHS TOT. FF F'M -° ° 2---- b7.`9 ---?--- 3.?6Q ---------- --------- 102.00 ------- 31.26 °------- ____?_--?- QA_ ?67.? ------?- FT_ 35.?6 13 C=120 0.00 0.00 VELOCITY = 50.27 -------- 267.29 ------°- 0.0629 ------- ------- 502.00 - - 6.42 ---- -------- ----------- -°------ 0.00 3.260 --- 15E 7.0 ---- --- 300.00 ---- 37.68 37.68 K= 0.000 P= 36.97 14 C=120 112,00 0.00 0.75 VELOCITY = 10.36 ----- - 267.29 0.0629 412.00 25.95 36.97 -- --------- - - --------- 0.00 ------- 3.260 ---------- OE 7.0 --------- 11.50 -------- 63.53 -------- 63.63 -------- - IC= 0.000 F'= 52.92 TRRf C=12O fT75.0 15.00 0.00 0.71 VELOCITY = 10.26 267.29 4.0629 26.50 1.67 62.92 - --- -------- --------- 0.00 ------- 3.068 ---------- J8 --------- 0.50 ------- 65.30 --------- 65.30 ------- --- K= 0.000 ------ R= 64.39 GV L"=120 10.00 0.00 0.91 VELOCITY = 11.59 _ -------- 267.29 --------- 0.0846 ---- 10.00F. 10.50 - 0.89 ----- 64.39 -------- ----------- --------- O.DO --- 4.260 ---------- ----- ---- 3.OFf --- 66.1`9 66.19 K= 0.000 F= 65.95 HDER G=12U 0.00 0.00 0.24 VELOCITY = 6.41 267 ?9 O.Ot71 3.00 0?05 65.95 -------- --------- 0.00 ------- 4.026 ---------- 72FF --------- 4. tl0 -------- 66.24 ---°--- 66.24 ----------- K= O.Oa4 -------- F'= 65.93 VRSY G=120 58.00 3.90? •.31 VELOCITY = 6.73 267.29 0.0225 58.OOF. 62.00 f. U 65.93 f-'E= FQft HT. OF 9.0 -------- --------- ---- ------ ----------- --------- 267.29 --- ---------- -- 71.54 K 45= 31.600 HOSR -------- -- -F--s ?------ /6'/ ---- --- -------- --------- ?'"?? 'el- /y- JOB- WIMEWOOD EI_EMENTARY SCHOOL JOB NO 6986 DATE 11/7/89 F'AGE 19 ******************?*********?WATER SUF'PLY SCNENA7IC**************#**#****M****** ----------------------------------------------------------------------- -------- ! ---------------------------------------- ----------------------------- I ! i ! STATIC F'kES. ! F *C-- 7E3.000 FSI ! ? i ' . I ! . S ! ? . U ? 1 . P ! i , F• ' i ! . L ! . Y i i i ! . C ! ? u ! ? R ? ? y , ? E , ! _ . FRES. AVAILABLE ! ! * C-- 77.427 PSI ! ! SAFEi'Y MAfiGIM ^ ! ! 3.577 PSI v . ? ! SYSTLM UEMAI4D--) *--------------* * <-- FLDW AVAILARLE ! ! 267.29 GPM / 100 GPM HOS'L-' ^ . 1071.10 GPM ! ? ? 7/•??fr?S1 ? ! • ' ---------------- . ? E ! TOTAL DEMAI`lD ! . ! ! / V ! 73.$50 P'SI AT! . ! k ! 367.29 GF'M ! . ! U ---------------- ! C FESSDUAL PkES.->* ! 74.000 FSI AT . ! A 1050.00 GF'M . ! N . ! p M 4456.1.1 6F14. * ! E AT 20.000 PSI ! D i ! *C-- 3.900 PSI (LLEVATION) ! ? i i i !----------------- -----------------------__------------- ? FLOW (GPM) FLOW SUHMARY SYSTEM FLOW 267.29 GFM OUTSIDE HOSE 100.00 GF'M TOTAL DEMAMD 367.29 GF'M _ __\ --------------- ** *?z * * * ? * * * ? * ? * * * * * * * * * * * * * * * * *m*???* * * * * * * * * * ? * * * * * * * * x?** *** _ _ _vgFZF:', * * * ? * * * F-F: 0"4- CC TX0riih9 Ei Y C?ih?G?'1.13'EF?. 1]E5'g ?h9 a K = s- ? ?_? ^T:exa??f.•?^1I?JY??-a-R+? g f''~ 1. I"3 Wr-{ ?-0 lJ? ?Yy/?? y ,?. yr?>? .?n?epY?.'G? ¦ yL Yg 1 a• G = ?'M1 J Y r r 11?11 VJ, X?? - 3c :Ac 46 i 6:3 6-4461 8(} :1K ?Dc?C=1?aK????K??K?K?cs}c?C:kc:Oc?C?c?C?C?C?:?K?=K???:?a4c ?*??K?k%?X??C?%*:K***?k*?*sOc?k%??%??%?k**%c%?XcX??C%?%?:K*XckC*kc?k?C?C*k?XcX?*k?*YFkC*?*?X?XX?a?X?*?Kk?%??X%?**?:%%? * CONTRACTOF VIKING AU70MA7IC SF'RIMKLER COMPANY * * NAI'iE PIMEWOOD ELEME19TAfiY SCHOOL ? * LOCATIOH 4300 DDDD RDAD, EAGAM MIY. ? * SYS7EM NO. S * * COMTRACT FIO. 6986 %C***%c%?**?c:%**??k?K**M?*%?*?ic:K***?KXCX?*kcsX%c:X%?:k%?**:K*?kk?*?K?k?K*?:k?*?%k?%?:kXcYC%?*?k#**?%??K*Xc** waKaNC;- AU70MA7=0 sF•R$NKl?? 6i ?-"?'.-d:3 6--$6.a 0 HYDFAULIC DGSIGM IPfFOftiMATION SI-IEET HAME PIryEW00D ELEMEhITARY SCHOOL DATC 1117189 LUCRTIOM 4300 DODD FDAD, EAGAN HI`I. Rl1ILDIMG S7EEL RAF JDIST, &EAMS & METAL DEGK SYS7EM Nn. f CONTIiACTOf; VIKII`1G AIJTOMA7IC SPRIh1nLEfi COMFAI`IY C014TRACT PlO. 6986 CALCULATED $Y MAR1< TEMBREULL DRAWING N0. f OF 4 CONSTRIJC7IOh1:( )COt113USTT81_E (X)NUN-CDMBUSTIRLE CESLII'IG HEIGHT 14' OCCUPAMGY MECI-IANICAL kQaM S !(X)!'IF'F'A 13 ( )LT.HFtZ. ORD.NAZ.GE'. (X)1 t 32( )3( )EX.HAZ. Y !( )NFF'A 231 ()hIFF'A 231G FIGURF_ 2-2.1 (6) CUFVE S !( 7qTNER T!t )SPEL'LFIC RULiNG MADE BY DATE E M ! At":EA OF SF'kSl`1KLER Of•'EiiAl'IDl9 1230 SYS7EM TYF'C lDENSITY- GfiM .16 (X)WET( )DKY( )DELUGE( )F'fiEACTIq14 D !AREA F'ER SPRT14hLER 103 SPRII`IKLER Dfi NtIZZLE E ! HOSE Ak.LOWANCE GF'M-IhISIDC 0 MAhE CEIYTRAL NiqDEL A S!HOSE ALLQWANGE GF'M-OUTSIDE 250 SIZC 1!2 IC-FACTOR 5.6 I ! FACK SF'kIMKLf:l2 ALLOWANCE 0 TEMF'ERATURE RATIhIG 165 G ! N ! ---------------- CALCULATIL7M ! GF'M REC7UIRED 220.67 F'SI REC7UIFE:D 59.77 AT HASE OF RISEk SUMMAf;Y ! C FACTOFi USED : OVEf,HEAD 120 UI`IDERGRUUIYD 140 ---------------------------------------------------------------------.---______-- W! Wt1TECi FLOW TCST ! F'Ut11'' D(1TA ! TANK Of; fiCSERV0If1 A!DA'iE OF 7EST i RATED Cr1P 0 ! CAF. 0 T!TIML` 01= TLST ! AT GF'M 0 ! ELEV. 0 E!STATIC (PSI) 78 ! ELEV 0 ! R !RES'iDUAL (f-'SI) 74 ! ! W[LL ! FLOW ( GFM ) 1 050 ! ! PfiOQF FLOW GF'M 0 S !ELEVATI014 SiREET ! ! , 1 _______ --__ --------------------------.------ F i - ----°----- F' !LQCATlON :16` CSTY MAIM DODD h DELAWRE L!SOUFiCE C1F TINFOfiPfATION :CI'iY OF EAG(-`iN Y ! --'-------- °------.--------------------------=------____________---------________ . CUi1M0DITY GLASS LOCATION C!STOfiAGE H7. AREA AISLE WIDTH 0!STDftAGE MfTHUD:SOLID F'ILED Y. F'ALLETIZED Y. E:ACK 7_ M _________ M ! ! ( )SIMGLE ROW( )CDI4VEMTIOPfAL RALLET( )AUTOMATIC STORAGE( )ENCfiF'SULATED ! R! ()DOUBLE kOWt 3SLAVE F'ALLET( )SULID S!-IELVIMG( )MON-ENGAF'SULATEA S A ! ( )MUL'fIFLE fi0W ( )OF'EN T ! G 0! K! FLUE SF'ACIPIG: CLEARAMCE:SI'OFRGE TO CERIhtG f: ! ! LONGITUDlNAL TFtANSVERSC A ! ! G ! ! HDFtIZONTAL RAkRIERS FROYIDED: E ! ! ------------- -------------------------------------------------------------------------------- Ut4ITS - DIAMETER (IMCH) LENG7H (FOO7') FLOW (GYM) FFESSURE (F'SI) *XC?*****kC?C***?K:k??CXc%??Xkc%??%kC?*?Kak?*:k*?C??%A?:k*%?*kc%?Xc?%?X?**%c*?CA?Xc%C*%k%?**?k*?:9?X??X?Xc#**#**%?**?%*?* FXFZE F?F-r0TlE:0'i`T 0N--1BY GOI'SF'LJrTEF;L E> ES2 G8`6 W*C:@C*c 'W'T IsXhBIG fiaLA'4'E3MiMaT2 C SPRS G`iKLEFi GCb _ *cw *c*c JOB- PINEWOOD ELEMEhI7AkY SCHODL JUB IYO 6986 DATE 11/7/89 PAGE 2 **:k***Xc*kC**Xc***:k**:#*:K******WATEI'z FLQWS IINTO PUILDING#?K:kN??%??h?*??%k?k?k?k??K%c**??*?**%?? VCA F'i. - F' I 1"$ E:W DEMSITY X AfiEA 0.160 X 1250.00 Y. QVERAGE = 0.1i KncKs INSID[ HOSES OUTSIDE HOSES FC30D ELEZ:HE-:hil-Fc%RY 5'GB-???IL = 200.0p/? 0 ? iL.l%V = 0.00 ' = 0.00 = 250.00 , FLOW RECt' D FOR SYSTEM = 222.00 FLOW AT BASE OF RISER = 222,00 MIhI FLDW A7 RASC OF f.ISI=R = 0.00 TOTAL FLOW = 472.00 STATIC PRESSUfiC = 78.00 hESIDUAL PRESSUf.C = 74.00 RESIDUAL FLOW = 1050.00 FLDW FROM CITY SUFFLY AT ZUPSI = 4456 GFM FRESSUftE FfiOM Cllh'VE @ TOTAL FLOW = 77.08 ELEVATIOIN - 0,00 FUDT = 0. N0. DIA C. f 16.600 100 2 8.140 140 3 8.140 140 ADDITIOMAL VALV[ SAFETY MARGIt4 FFESSUtiE AVAIGATiI L ? S- J 1 -7;`W, ., . ?-. LEFiGT!-I FAGTOFt 9240.00 R H 5703.00 0 H 136.00 0 LCJSS, ETC. _E FOR SYSTEM f FLOW F'1= FLOW VI=LQCI7Y 0.00 0.64 472.00 0,70 0.00 2.63 472.00 2.91 0.00 0.05 222.00 1.37 = 0 00 = o.oa = 73.SS 79 Z? %??v rf evr WWWW wxhXNG AUYoHAraC sF•r<aNKLE:I:ZZ 00_ WWWW JOH- PINEWOOD ELEMEMTARY SCHOOL JOR NO 6986 DATE 11/7/89 PAGE 3 ********* ***#**M***#************fiEM07E 4 TO NOSft??***??*??? *?**?m?*?***?*??*?*** HYDRLC. QA `C' EQUIV. FIFE FT F'T REF. FLOW DIA. FITTIHG F7GS. F'C F'V ***?? NOTES *?*** POIMT Q7 _ LOSS/F LEMGTHS TtlT. F'F F'N --------- _ -------- 17.28 ----------------- 1.104 -------- 11.92 --------- 4.52 -------- -------------------- RA= 8.16 X 508.00SQF. A C=120 0.00 0.00 K= 5.600 V= 5.74 17.28 0.0774 11.92 0.92 ----- / /;J?;7 -------------------- --------- ------- 17.82 ------------------ 1.452 -------- 11.92 --------- 10.44 --- 10.44 K= 5.600 F'= 10.13 B C=120 0.00 0.00 0.31 VELOCITY = 6.79 35. 1 0 0.0756 11.92 0.90 1 0. 7 3 ---- 17 /;G?S -------------------- --------- ------- S8.t5 ------------------ 1.452 -------- 11.92 --------- 11.34 ---- 11.34 K= 5.600 F'= 10.62 C C=120 0.00 0.00 0.72 VELOCITY = 10.33 --------- 53.35 ------- 0.1640 -------------- - 11.92 'f .96 10.62 ---- 7. ,y,g?s -------------------- 19.37 -- - 1.452 OE 4.0 -------- 4.00 --------- 13.30 ---- 13.30 K= 5.600 P= 11.96 D C=120 fT 8.0 8.00 0.00 1.34 VELOf:ITY = 54.08 --------- 72.72 - --- 0.2910 -------- 52.00 3.44 11.96 -------- -------------??----- - -- 72.72 -- -------- -------- --------- 16.79 K 45= 17.750 27 r ., ? ?1 { `.r? V ?J%?? ?Pd \ /1 . ?.C?? ? ?l- .. ^JrI ??i-j ?????????'???_????v???? ----------- _ . , 57.2$ 1.104 ti.92 9.52 QA= 0.16 X f08.0090F. A C=120 0.00 0.00 K= 5.600 V= 5.79 --------- 17.28 ------- 0.0774 ------------------ 11.92 -------- 0.92 --------- -------- JIV7 --- ----- 17.82 1.452 11.92 10.44 10.44 K= 5.600 F'= 10.13 8 C=520 0.00 0.00 0.31 VCl013ITY = 6.79 --------- 35.10 --- 0.0756 ----- f i.92 0.90 1 0. 1 3 -- .%3U(?'J? -------------------- ---- 18.25 --- ---------- 1.452 -------- 11.92 --------- 11.34 ------ 17.34 h= 5.600 F= 10.62 C C=12O 0.00 0.00 0.72 VCLDCITY = 50.33 53.35 0.1640 1 1.92 1.96 10,62 --- -- __°------------ -------- --------- ---°--- ----------- --- 19.37 1.452 OE 4.0 4.00 13.30 13.30 K= 5.600 P` - 1f.96 D C-120 17 8.0 8.00 0.00 1.34 VELDCITY = 74.08 --- 72.72 0.2450 ° - 12.00 3.49 - 11.96 ----- -- -----------?--------- ------ ------- 0.00 °- - ----------- 2.635 OE 6.0 -------- 1.50 --___--- 16.79 - 16.79 K= 0,000 F= 16,67 25 C=120 1T12.0 12.00 0.00 O.12 VELOCITY = 4.27 --------- 72.72 ------ 0.0159 ---------- 13.50 0.22 16.67 ---- -------------------- - 72.72 ---- ---- -------- --------- 17.01 ---- K 46= 17.630 28 ------------ --9 ----------------------- 17.28 1.104 11.92 9.52 QA= 0.16 X 108.OOs^QF. A C=12O 0.00 0.00 K= 5.600 V= 5.78 -------- 17.28 -------- 0.0774 ------------------ 11.92 -------- 0.92 --------- -------- / lf? -- ------ 17.82 1.452 11.92 10.44 10.44 K= 5.600 F= 10.13 B C=120 0.00 0.00 0.31 VELOCITY = 6.79 . -------- 35 .1 0 -- 0.0756 1 1. 92 0.90 10.13 yIA?i5'5 ------------ ???? waK X ?? ?U ?0 M?raC s?R x????? ??_ *c *c 3c W JO&- FIHEWQOD EI_EMENTARY SCHOOL JOB MO 6986 DATE ff/7/09 PAGE 4 *******##*************** ********REHOTE 4 TO RDS???*****?**?*****?**?M*?**?***??* --------- HYDkLC. -------- RA ------- DIA. ---------- EQUIV. --------- F'IF'E --------- FT ------- F'T ------- ----- REF. FLOW •C" F3TTIPIG FTGS. PE PV NUTES *?*** FIIINT QT LOSS/F LENGTHS TOT. F'F PN ---- f8.25 ------- 1.452 ---------- --------- St..92 -- ------- 71.34 ------- 11.34 -------------------- F:= 5.600 F'= 10.62 C C=120 0.00 0,00 0.72 VEI_OCITY = 10.33 --------- 53.35 ------- 0.7690 ti.92 1.96 . ----- 10.62 ------- 3 -- ------ - 19.37 ------- 1.452 ---------- OE 4.0 --------- 4.00 ---- 13.30 13.30 K= 5.600 F'= 11.96 D C=520 ST 8.0 8.00 0.00 1.34 V[LOCTTY = 54.08 _ --------- 72.72 -------- 0.2910 ------- ---------- 12.00 --------- 3.49 --------- 11.96 ------- ?i- -------=------------ U.00 2.635 9.04 16.79 16.74 K= 0.000 P= 16.67 26 C=120 0.00 0.00 0.12 VELOCITY = 4.27 72.72 0-0159 9.00 0.74 , - 16.67 --- -------------------- --------- -------- 73.03 ------- 2.635 ---------- OE 6.0 --------- 7.50 -------- 16.93 ---- IC= 17.750 P= 16.93 27 C=120 f752.0 f'L 00 0.00 VELOCITY = 8.57 145.75 0.0578 19.50 1.13 ---- - 8 ----------------°- ____------ -------- 74.92 ------- 2.635 -°_____-- 2E 6.0 --------- 18.00 ----- 18.06 ------ - K= 17.630 R= 18.05 28 C=120 12.00 0.00 YELOCITY = 12.97 --------- 220.67 ----- 0.7245 30.00 3.74 ----- -- fy A6'5 -------------------- --- 0.00 ------- 2.635 ---------- UE 6.0 --------- 21.00 ---- 21.80 ----- 21.80 K= 0.000 P= 20.66 29 C=120 fT12.0 12.00 0,00 1.14 VELDL'ITY = 12.97 220.67 0.1245 33.00 4.71 20.66 ------------- -- --------- -------- 22O.b7 ------- ---------- --------- --------- 25.91 ------- ---- - K 47= 43,350 30 _ __ ______ __ry _-___ 2?0.67 __._' ___ 3.?60 _ _______`._ ________._ 36.00 _______-_ 25.95 ______ _ __ ____.___ C7A- 220.6 F'T- - 25.91 30 C=120 0.00 0.00 VELOCITY = 8.43 220.67 0.0441 36.00 1.59 ------------------- -------- -------- 0.00 -------- 3.260 ---------- 16E 7.0 --------- 300.00 --------- 27.50 ------ 27.50 -- K= 0.000 F= 27.01 74 G=120 412.00 0.00 4.49 VELO(:I7Y = 8.47 ---- - 220.67 -- 0.0441 412.00 18.20 -- 27.01 --------------------- -- - - ----- 0.!)0 -------- 3.260 ---------- OE 7.0 --------- f5.50 ----- - 45.70 ------- 45.74 K= 0.000 P= 45.21 TOR1 C=120 f755.0 15.00 0.00 0.49 VELOCITY = 8.47 220.67 0.0441 26.54 1.17 45.21 -------- -------- 0_00 -------- 3.068 -?BJ ----- --------- 0.50 -------- 46.87 ------- 46.87 ------- ... ------- K= 0.000 F= 46.25- GV C=120 50.00 0.00 0.62 YELOCITY = 9.57 220.67 0.0593 10.OUF. 10.50 0.62 46.25 --------------- -------- -------- 0.00 ------ 4.260 ----------- -------- 3.00 --------- 47.49 ------- 47.49 ----- K= O.OUO F'= 47.32 HDER C=120 0.00 0.00 0.17 V£LOCITY = 4.96 220.67 0.0120 3.00 0.04 47.32 -------- -------- 00 0 ------- 4.026 ----------- i6? ! T -------- 4.00 --------- 47.53 ------- 47.53 --------------------- K= 0.000 P= 47.32 . VASY C=f 20 1 C.u 58.00 f.,. 0.2f VEI_ CITY = 5.55 220.67 0.0158 58.OOF. 62.00 0.98 47.32 F'E= FOR I-IT. OF 25.9r WWWW VaKs?? ?U-FaMATZC '57F-F:;aNKLCR CO_ WWWW JOB- F'INEWOOD ELEMEHTARY SCHDDL JOLt NO 6995 DATE 11/7l89 FAGC 5 ****************#***************kEM07E 4 TO BOSfi*?***&?***??***?****?**???*?**** --=-=-=--=----------------------------------=----°====___=__---_____--------=?? --------------------------------- ------------------ HYDFLC. QA DIA. EQUIV. F'IF'E PT PT fiEF, FLOW 'C• FITTII4G F7G5. PE FV t4UTES PQINT QT LDSS/F LEhIGTHS Tp7. FF PN --"'---------------- - ------- -----===-==----------------------"---------- 2?0.6 K 48= 28.540 . HOSR.. > 222_ ---------LG'C ------- ------------------------------ .Jllir'r ??J.??- ? f-• . . ?*:4cjc' W IKXNr? aNUToM^TI C SfiRIt4KLEK' G? - 3c:*cAc*c JOB- PIMEWOOD ELEML'MTARY SL'HOOL JOR NQ 6986 DATE 11/7/89 FAGC b ****************************#WATER SUF'F'LY SCHEMATIC******#********************** --------- --------------- !-------------------------------------------- ? ------------------------- - ! i ! . S'iATlC FRES. ! ! sC-- 78.000 FSI ! ! . S t ? . u ? i , p t i _ . F ? ! . L ! ! . Y ? ! . C ! E . U ! ! . R i ! . y ! ! . E ! ! . FftES. AVAILABLE ! ! * <-- 77.093 PSI ! ! SAFETY MAftGIN ^ . ! ! 13.753 F'SI v . ! ? SYSTCM DEMAMD--> *--------------* ?c C-- FLOW AYASLAPLE ! ! 220.67 GPM / 250 GPM HOSE ^ . 2578.82 GPM ! ! o sq.77 G.<.l ? i ---------------- . ! E ! 7Q7AL DEMAI`ID ! . ! V ! 63.340 PST pT'! . ! k i 470.67 GPM ! . ! U ----------------- . ! ! / C RESTDUAL PkES.-)* ! ! ! 74.000 PSI A7 . ! D 1050.00 GPM . ! M . ! f / p t t1 445b.11 GPM. i / E AT 20.000 FSI ! i .. / D i ! *C-- 11.260 FSI (ELEVA'iION) ! i i ' i ? I r --------------------------------------------------------------------- I FI.OW (GfiM) FLOW SUMMAFY SYS7Et1 FLOW 220.67 GPM 6+'r , ?- OUTSIDE HOSE 250.00 GPM TOTAL DEMAND 470.67 GPM ?^? ?* ** * * z? * * * ? * * * ? * ? * * * * * * * :? * * ? ? * * * ? * * * * *****?z? * * * * * ? * * * * * * * * * * * C\\\\\] C\\\\\7 ___ FXF<E F"F',:CA'T"EGT]C C.%N FtY C:?MF?ICJT'E*Ft nESI Gi^9 fG>?9?"?? "?" S '%?iti11?5io ,r'; o y1c ?+c ?gc agc ?c ?1c ?1c ?C agc ?K nK ?1K ? ?c ?k: ?Fc ?c ?}c: a7c ?c: ?Ic ?ic ?C ?c: ?Fc ?1c s?c nk: ?K ?1c =K S' ?" ? P dA? ?..6 9? , i•7i :$ hil Ha1 ? ?Fc :@c 61 -'2 -.S346 --4 +SSO- ******** * **Yc*** *kc** * *4c * * *****kC*** * * * ** * * * ** **%c** ** %k** * * * * * ***kc* ** :k* ** Xc* * CON7RAC7OR VIKII•IG AUTqt1ATIC SF'RI14KLER COMPAMY * * MAME FINEWODD ELEMENTARY SCNODL * * LOCATIOM 4300 DODD RDAD, EAGAI4 MM. * * SYSTEM N0. 3 ? * COtVTkACT ht0. 6986 * :k ?K:K %? ?:K * %c * Xc %k * #:k ? %K %c %k :k kt ?t:k X ? ? X? Xt:K *:k * * * *:? * k? kc at * ?C:K ?* * * %K * %c :X ?c * * kc kc kc ?Ic ?C ?C kC kC :K k? X? * * %? ? * %? * %? VY h? MCw AUTaMATI C SPFi:XMIOtiLE:FC P'AU8_ , mlCWN_ 6i : -r5??-?+F B4 ? HYDRAULIC DESIGN INf=QhMATIOM Si-IEET ------------------------------------ NAME PINLWOQD ELEMEMTARY SCNOOL DATE S5/7/89 LOCATIOIY 4300 DODD ROAD. EAGAN MPI. BUILDIhiG STECL RAK JOIST, REAMS & MCTAL DGC1C SYST[M NO: 3 COHTRACTOfi YTKIPIG AUTOMATTC SF'FIIYKLER C0MF'AMY CDhITF2ACT IMO. 6986 CALCULAT'CD $Y MAFiK 7Ei'fBRGULL DI"iAWING hIU. 2 OF 4 COMSTRUCTIO14:( )COMBUSTIHLE (X)NUN-COMBUSTIHLE CEILlPiG HEIGHT 26' OCL'UF'pPtCY GYMSI`EASIUPI ' --------------------------------------------------------------------------------- S !(X)h1FF'A13 (X)LT.HAZ. pRD. MAZ.GF'.( )1( )2( )3( )EX.HAZ. Y !t >rlFF'A 231 ()NI=PA 234G FTGURE 2-2,i(b) CURVE S !C )07HEk T!C )SF'EGTFIC RULIMG MADE RY DATE E hi !AREA DF SF'filhll<IEC. OF'EkATION 5500 SYSTEM TYI='C lDENSITY- GF'M .1 (X)WET( 7DfiY( )DELUGC( )FFEACTION D ! AREA F'£Fi SF'kINKLER 196 SF'kINICLECi QR N(JZZLE E ! HOSE ALLQWAMCE GF'Pi-INSInE U MAIfE CEN7fiAL MODEL A S!HOSE A1_LOWANCF GPM-OI.JTSIDL' 100 SIZE 1/2 K-FACTOR 5.6 I !RACK SPFfINtALI_R ALLUWANCE 0 TEt'F'EfiATIIfiE F'iA7Il'IG 165 G ! N ! _ _ _ __ ________ _._----------------------------------_ ?_._._.? ?___...__--------------- CALCULATILIM ! GF'M REL7lJIF:l=D 193.62 PSI REQUIFED 62.19 A7 RASE DF RISER SUMMAFY ! C FACTOR USCD : UVL`FhIEAD 120 U19DEhGROUCID 140 -- ------------------------_______-----------------___----°-.--________________ W! W(-1TER FLDW TCST ! FUMF' DATA ! TAfYIC OFi RGSERYDIfi A!DA'T'E OF TEST ! RATE? CAF' 0 ! CAF. 0 T!7IFfE DF TCST ! A'T' GF'M 0 ! ELEV. 0 E!STATSC (F'SI) 78 ! ELEV 0 ! F !kESTDUAI_ (FSI) 74 ! ! WELL ! FLC1W ( GPM ) 1 O50 ! ! FRODF FI.OW GF'M 0 S !ELCVATIUM S'iREET ! ! U i---------------•----___.___________--------,_=_= '___=?____"---=__=_==__=_ ---- ----------------°------------------ p ! F' !LOCA'ilON :16" CSTY MAIhI DODD te DF_LAWR[ L!SOUR(:E DF TNF'OF;MATION :GY'T'Y UF EAGNN Y ! ! CDMMDDT'TY CLASS LOCATIDhI C!S70RAGE HT. AfiEA AISLE WID7H Q!STOh"AGE METHC1D:SOLID PILED Y. PALLETIZEb Y. FiACK Y. M ????___=____-'--------------=--------------------------===--??.???___=____==___" ---------- -------- ------------ Pf ! ! ( )SIlYGLE ROW( )CUNVEMTIONAL FALLET( )AU70MATIC STDFiFaGE( )EIYCAFSULA7ED ! k! ODOUIiL£ ROWE JSLAVE Ft-1L_LET( )SOLID SHELVIHG( )NUN-EIYCAPSIJLATED S ? A ! ( )MUL7TFLE kOW ( )OFEN T ! C ! D! K! FLUE SF'ACING: CLEARAMCE:STURAGE TQ CEILING k ! ! LOMGI'iUDT14AL TRAI4SVERSE A ! ! G !_ ! HOkIZONTAL RRRRIERS F'RQVIDED: E ! ! -------------------------------------------------------------------------------- UNITS - DIAt1ETER (IIYCH) LtI4G'iH (FODT) FLOW (GFM) FRESSURE (F'SI) *#:%?*:X:k***?*?K?%?***%c**Xck?kc*Xckc:ica?yC?C?C*:k*%X?k?**?K?%?%X*?C*%c***Nc:K?k**?%#%?X??k???Xkc?C?C*Xc?CXc?C?C?:C??*** 1= 11 it E P'FZ C3 TE0'TIa1^i--SY C 0 M F'9._9T'E_ FZ ffJ, E: SIE;- 9"9> ???W VI K:S h9G ALJi'"@-QMoATI C SF'RI TWKLEFa C0_ WWWW JQB- PIiNEWOOD ELEMEIYTARY SCFIOOL JOA h10 6986 DA'TE 1 i/7/89 FAGE 2 ******:k:k***:k****:k**********WATER fiLOWS IINTO RUILDTPfG*?k?%c?:k:%K?K?x?a%?:k:?:**:K?k:k**N?%c?:K?X?k FCAR - F'II^4E4c DEMSITY _ X AFiEA 0.f00 X i500.00 Y, OYERAGC = 0.30 RACIiS IMS:(DE HOSES OUTSID[ H(ISCS 100I} E L. E-M!E 1%R'G- AFZY' S" 01-Y 0E31It._ - 150.00 = 45.00 = 0.00 - 0.00 = 100.0? FLOW kEQ'D FOR SYSTEM = FLOW A'f BASE ?F f:SSER = MTN FLOW A'i RASL` OF RTSCk TQTAL FLOW 0.00 295.00 STATSC F'fiESSUf:E - 78.00 fiESIDUAL F'RESSl1f.E = 74.00 kESTDIJAL FLOW FFiOM CI7Y SUF'F'LY AT 20PSI = 4456 FRtSSURE Fi;QM CURVE @ TDTAL FLOW ELEVATIOIY = 0.00 F00T hlf]. AIA •C` 1 16.600 100 2 8.140 140 3 8.140 140 RDDI'TTQIYAL VALVH SAFETY MARGIM FRESSUFiC AVAILAEs FLOW = 1050.04 GFM - 77.61 = 0. t FLOW F1= FLOW VELOCITY 0.00 0.35 295.00 0.44 O.OU 1.12 295.00 1.82 0.00 0.04 595.00 5.20 - 6 0..0000 ,5,g = - 76.09 LEN6TI-! FACTOf. 9240.00 G H 1703.00 0 H 136.00 0 LOSS, ETC. _E FOR SYS7EM ? i{?? 2 " ?s?iz 195. 00 195.00 Aci"X? X/? ?/ G /. ? T7j•--'? ?-? ?- 3lc4c:K Ac r.r r r.: = a-a G AL,+ -e- ca MA'r r c:: vF?RxrqKL.. ? ? Co_ Acxcw*c JO&- F•IN[WUOD ELEMENTAC.Y SCI-IOOL JOP NO 6986 DATE f 117/fl9 PA GE 3 *******kc******:k*****************f. ----•-------- - EMOTE 5 T O BDSR**?**:??k?X?k#??**???%??%*?kc** *%XBc?K?C*** HYDFLC. ---- . RA -------- •C" ----==== ERUIV. -=----=== PIPE -=--?????? PT =__==_? PT ??===_=_???__ _____=_ REF. FLOW pIA. FITTIMG FTGS. PC FV NOTES PQINT QT , LOSSIF LENGTHS TOT. F'F Fht 19.50 1.104 13.00 12.13 C7A= 0.10 X 19 5.00SOF. E C=120 0.00 0.00 K= 5.600 V= 6.53 „ -Y-- ---- ---f9_50 0.0968 -------- ----°--- __'f3_00? - ?__ 1.26 ------- ------- -------? ? - ------- 2U.18 1.452 11.67 13.39 13.39 1C= 5.600 F'= 12.49 F C=120 0.00 0.00 0.40 VELQL'I7Y = 7.63 --------- _39_b8 -- 0.0948 --_------ --------- 11.67 --------- 1.11 ---------- 12.99 ------- ? ? ----- y--.v_'S ------- , 20.64 1.452 11.67 14.50 14.50 K= 5.600 F'= 73.58 G C=120 0.00 0.00 0.92 YELpCITY = fS.b$ -------- ? b0.3? -------- 0.2059 -------- --------- 11.67 --------- 2.40 ---------- 13.58 ------- 3 y? -- ------ 21.83 1.452 OE 4.0 22.00 16.90 16.90 K= 5.600 P= 15.19 H C=120 iT 8.0 8.00 0.00 1.71 VELOCITY = 15.91 -------- 82.15 -------- 0.3646 -------- -- -- 30.00 10.94 i5.59 - l? br-75 -- 82.15 -- --- --------- ---------- 27.84 ----- - -- K SU= 55.570 -- -- 51 .?`____' _ n `C?Lv?N?i //3?L!?J^ _ U __ __'_'_?_____ __ ?,dGJls- ?.____ __._--__ 19.50 1.452 OE 4.0 22.00 12.13 QA= 0.10 X 14 5.0090F. C=120 1T 8.U 8.00 0.00 K= 5.600 Y= 3.78 Z 19 SO 0 0254 30 00 0.'76 -- --^ _ _ _ _ --------- --- _ _ Y --------- ------- ? --- --?----- ------- i9.S0 12.89 K 51= 5.430 52 -------- ---'--- --- ---- ----------.'"-- ------- 49.50 1.104 13.00 12.13 CtA= 0.10 X 19 5,00SQF, E C-120 0.00 0,04 K= 5.600 V= 6.53 -------- 19.50 -------- 0.0968 ------- - --------- 13.00 -------- - 1.25 ---------- ------- ? -------? ?-------- 20.18 1.452 11.67 13.39 13.34 K= 5.600 F= 12.99 F C=120 0.00 0.40 0.40 VELpCITY = 7.68 -------- _39_6$ -- _0_0948- -------'- --`i1_b7 1.11 -------- 12.99 ------- ?h'Gs ------------- ------- 20.64 1.452 15.67 14.50 14.50 K= 5.600 P= 13,58 G C=120 0.00 0.00 0.92 VELQL'ITY = 11,6$ -------- 60.32 -------- 0.2059 ------- - --------- 11.67 -------- - 2.40 -------- -- 13.58 ------ - 3?S ------------- -------" 21.83 1.452 OE 4.0 22.00 56.90 16.90 K= 5.600 P= 15,19 H C=i20 1T 8.0 8.00 0.00 1.71 VELOCITY = 15.95 ,. -------- E3?.f5 ----?--- 0.3646 ------ - -- 30.00 10.94 15.14 ¢/?5 0.00 - 2.635 --- ^--- --------° 14.67 --------- 27.84 ------- 27.84 ---° -- IC= 0.000 F= ------- 27.68 50 C=120 0.00 0.00 0.16 VELQCITY = 4.83 °__°---- 82.55 -----°° 0.0200 °----- _ ------ 14.67 0.29 27.68 - - ---- 82.58 2.635 --- ------°- 14.67 ---------- 28.13 ------- ------- -- -- K= 75.570 P= --- 2£3,13 Si C=120 0.00 0.00 VELOCITY = 9.68 164.73 0.0725 14_67 1.06 ??? _ ---"- --------- - ??____-"---------------- --------- --------- --------- - - ----- - --------------------- ----------------- --------- _______ W:KWilc 'tr'= KI HF, AuT'o1'fiaA'rI C SF'F:.a 1"9K1.._ER Cn_ WWWW JUH- PINEWOUD ELEMEhITAFY SCI100L JOA NO 6986 DpTE 11/7/89 FAGk. 4 *********%c*********%K*#**%:kC******REMOTE 5 70 BOSR?N?*****?Kk??:?Xc?K*?XNt%c???c?CMc?c*?X:.Kk??K?K?* --=-=-=---------------------------=»=_____ ------------------- __=_?___=____`?----__--------------- ------ --------------- HYDFLC. QA DTA. EQUYV. PIF'E F'T FT REF. FLOW 'C' FITTING FTGS. F'E FV hUTES FOIMT - Q7 LOSS/F LEMGTHS Tq7. F'f FM -- ----------------- 28.II9 2.535 ------- ----- ------- 23.00 ---------- 29.19 ----- 29.19 --------------------- K- 5.430 F= 28.35 52 C=120 0.00 0.00 0.88 VELOCITY = 1f.38 ------- 193.62 0.0977 ----------------- ----------- 23.00 °------ 2.25 ---------- 28.3f ----- -------------`5------- 0.00 2.635 3E 6.0 35.00 31.44 3f.44 K= 0.000 P= 30.56 53 C=120 1Tf2.0 30.00 0.00 0.88 VELD('.ITY = 11.3E3 ------- f93.62 0.0977 ----------------- --------- 65.09 -- 6.36 --- -- 30.56 ----- --------------------- 0.00 2.635 --- SE 6,0 ----- 13.00 ----- 37.80 37.80 K= 0.000 P= 36.92 54 C=120 1Tf2.0 58.00 0.00 0.88 VLLOCITY = 11.3E3 ------ f93.62 0.0977 -------------- -- -- - - 31.00 3.03 -- 36.92 ----- --------------------- -- 9. t)0 2.633 -- -- ---- 2E 6.0 -------- 37.00 -------- 40.83 40.33 K= 0.000 P= 39.95 SS C=120 ST12.0 24,00 0.00 0.88 VELOCITY = S1,33 ------- 193.62 0.0977 ----------------- -- 6f.00 5.47 39.95 - ------ - - 193.62 ---------- ------- ---------- 46.80 ---- -------- --- -- K 52= 28.300 TOR3 ------- ----------------- 193.62 2.635 ----------- OE 6.0 -------- 11,50 ---------- 45.80 ----- --------------------- C1A= 593.5 PT= 46.80 TOR3 C=120 fT12.0 52.00 0.00 VELOCITY = ff.39 193.62 0.0977 23.50 2.30 ------- ----------------- ----------- -------- ---------- ----- --------------------- 0.00 2.469 0.50 49.10 49.50 K= 0.000 F'= 47.96 GV C=120 7.00 0.00 1.14 VELOL'ITY = 52.96 ------ 193.62 0.f342 ------------------ 7.OUF. ------- 7.50 1.0f - 47.96 ------ --------------------- 0.00 4.260 ---- -------- 5.00 -------- 50.17 50.11 h= 0.000 F= 49.98 HDEti C=520 0.00 0.00 0.13 VELDCITY = 4.35 193.62 0.0094 5.00 0.05 49.48 ------- ----------------- 0.00 4.026 ----------- )g` j'' -------- 4.00 ---------- 50.16 ----- 50.16 --------------------- K= 0.000 F'= 50.00 Vf-tSY C=520 ??? 58.00 15 'b 0.16 VEI_OGITY = 4.87 _ 193.62 0.0124 58.OOF. 62.00 0.77 50.00 (L= FOR H7. ---------- i93.62 , ----------- -------- ---'------ ?.f4 ---- ? ------------------- K 53= 24.550 ROSR /y'S a)GPr?-i f'` 9' ` s? 7?=? '? ------ _ --- _ - - - -- -------- - -- ---- --------------------- =? , :K WW*c 'A.+t I @C I M C:; AUT 0M A'4" I 0 S' F• RI HKL E rt G O_ ? ? :*Cw JO$- PIhf[WOOD ELEMENTARY SCHOOL JOR M(J 69II6 DATE 1117189 F'AGE 5 *****************************WATER SUF'P'LY SCNEMATTC*:K*:K************:k*****Xc*tK**%c* 1_-____________________________' j ---------------^-------"-"_-------____ . I ? ! STA7IC FRES. ! ! *C-- . 78.000 F'SI ? ! . I t , u ? p ? I . . F ? i _ L i t . Y ! { i ! • . C ! ! . . U i i _ R ? ! v ! i , E i ! . . pkES. AVAILAbLE ! C-- 77.625 F'SI ! ! SAFETY MARGIN ^ . ! ! 13.921 F'SI v . ! ? SYSTEM DEMAhfD--3 ?--------------* * C-- FLqW AVAILABLE ! ! ! 193.62 GPM / 1 00 GPM HOSE ^ . 2090.53 GPM 6v • 19/&i ? ! - • ? i ---------------- ? ! f E ! 7DTAL UEMA!`ID ! . . ! V ! 63.700 F'SI A'T! . ! k ! 293.62 GPM ! . ! U ---------------- ! C f.ESIDUAL F'ftES.->* ! 74.000 PSI A'i D 1050.00 GPM . ! !4 . ! A . ! M 4456.11 GPM * ! I / E AT 20.000 PSI ! D ' ! *C-- 1i.260 PSI (ELEVA7IDN) ! i i i i l---------------------------------------------°-----------------------! FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 193.62 GPM ? OUTSIDE HOSE 700.00 GPM TOTAL DE11AhID 293.62 GPM . SYECIFICATIONS OPERATING Operating Temperature: Sensor: -50F Lo +1220F (-20)C to +500C) Monitor: -50F to *1220F (-200C to +500C) Response Time: Vapor sensor: 30 seconds max. L.iquid sensor: 30 seconds max. Recover Time: Vapor sensor: 1 minute max. Liquid sensor: 1 minute max. Alarm Delay Time: Immediate or 3'.5 hours (can be bypassed) Sensor Life: Vapor sensor: 2 years min. Liquid sensor: 2 years min. Effecta of Liquid Immersion: Vapor sensor: No damage Liquid sensor: Activatea alarm Max. Wire Distance: 500 ft. using 18 AWG (monitor to sensor) Control Unit 12409 CUUNT ROAD 11 ?. BURNSVILLE. N 55337 -p1 (612)890 868 ?r=`'_. ? ED ? REVISE. RJESU8MIT I I I 'it ED ? REJECTEj ? - DATED BY 7, .trac[ rs aDProval of shon dra•.ving cr sampies ' rpli e tM1e subcontracto, :or any O eaiion frOm (.±T t5 Of th° COnIfdCl tlOCJmR?.s pility ipr errors or omtssions. inrW<ling siies. - :105. J antilies or locations. Alarm Horn ? Alarm and ?Malfunction ? Indicators Sensor Inputs Double-Wall Application Single-Wall Application ' (Sensor well shown) . VaporSensor . \ t -- - ' ` , r = $ ' % 1 3lutd Senaor 1 Vapor ensor i ? ' Groundwater ! Leref ,. LiqWd Sensor " V ?'?Petro Vlend 6900 Santa Fe Drive • Hodgkins, IL 80525-9909 • Phone (312) 485-4200 Telex: 27-0040 • Fax: (312) 485-7137 PHYSICAL Power Requirement: 115i 220 Vuc. 60 VA. 60 Hz Dimensions: Monltor: 81h" h x 6'/a" d Liquid sensor: Yx" dia. x 1112" long Vapor sensor: %" dia. x 1'/" long (14 ft. of lead wire is attached to all sensors) Weight: 7 Ib. Equipment Clasaification: Liquid or Vapor Sensors: Intrinsically saFe for Class I, Div. 1, Groups C& D* Monitor: General Purpose •As defined by the 9ational F.lectric Cude and UL listed'_'+RI NOTE: Preliminary information. Subject to engineering improvements and/or other changes. All trade names are copyrighted. Patents pending. ? l Form N. 60-6898 PSENT-2 0 1989. PETRO VEND, INC. 0 PetrpVend 0 MAOE IN U.S.A. (9) petrovene PETROSENTRYTM 24-HOUR MONITORING FOR LEAKING UNDERGROUND STORAGE TANKS Leaking underground storage tanks have recently been identified as potential sources for both soil and groundwater contamination. Local, state and federal agencies have taken action to help reduce possible environmental damage by legislating tough new guidelines regarding the installation, location and monitoring of underground storage tanks. To help facilities comply with current pollution control measures, Petro Vend is introducing the Petroaentry Tank I.eak Detection System. This low- cost, low maintenance instrument can detect gasoline and other light hydrocarbon vapors that can leak from underground storage systems. A liquid sensor is also available to detect the presence of liquid buildup. The instrument is comprised of long-life, solid-state, vapor and liquid sensors, which are connected to a centrally located monitoring and alarm module. The sensors can be located up to 500 feet from the monitor. Placed in bore holes around the perimeter of the tanks, pipelines or between the tank's walls, the sensors continuously monitor for vapor or liquid presence. Signals are then sent back to the alarm module. Q e::?.... ? ? ,. ?•a•u-aa;'?',::.: FEATURES ¦ Interfaces with Petrosonic III. ¦ Simple setup and operation. No complex procedures or calibration equipment are necessary. ¦ Background interferents (such as methane) cancelled during setup. ¦ Long-life, solid-state sensors that are not degraded by high vapor concentrations or liquid submersion. ¦ Intrinsically safe sensors for Class I, Division 1, Groups C&D, as defined by the National Electrical Code. UL liated. ¦ Maintenance is reduced to a simple sensitivity check. (Expose the vapor sensor to hydrocarbon vapors and check its response.) ¦ Relays are standard for remote alarm and remote trouble. ¦ Audible and visual alarms provided with front panel test button. Iliscrete LEDs inside the unit provide indication of which sensor has caused the alarm or trouble. ¦ Built-in time delay to prevent false alarms. ¦ Up to 8 liquid sensors, 4 vapor sensors, or a combination of the two types may be used with the alarm module. PETROSONIC ffi" , l Tank Gauging Systems . ? ? MP_8SIIPP.Cf1PClt • Petrosonic converts height of product to temperature Capabi I ities corrected volume. " . Measures levels to a resolution of .001 and volume to a resolution of .1 gallon in a 10,000 gallon tank. • Accurately determines delivery quantities automatically. • The immersed sensors will take 3 or more temperature readings and then calculate an average temperature for that tank. • Water level at the bottom ot tank is measured to the nearest 1/10" and detects the presence of as little as 2/10" of water. Alarms • 7 flag alerts can be set and are fully programmable: Low Fuel Level, High Fuel Level, High Water Level, Leaks, Hardware Failure, Theft and External Input. • Continuous leak detection even during station hours. • User can program what constitutes a leak depending on his tank size. • Theft alarm is activated after station is closed. Theft determination is programmable by user. t Reports • A series of delivery, theft, leakage and inventory reports can print automatically or be programmed to print at preset times. • An optional 212A modem is also available for remote data retrieval and can be connected to a CRT or a standard line printer. • Optional 40 column plain paper printer reports levels, times of alarms, dates of deliveries, etc. • A total of 25 of each of the 7 unique reports are held in memory until I cleared or updated. Specifications Typical Installation , ,NOOORs imensions: ELROSONiG Co..AO, Width 18° (45.7 cm), ouTOOOes Height 15" (38.1 cm), a ° Depth 5" (12.7 cm). Power Requirements: GaoUNo-?.L Less than 25 watts. MOBE inoici*ou WI.TERLEVEI NpICF?OX NOte. ALL TRADE NAMES ARE COPYRIGHTED. PATENTS PENDING. Subject to engineering improvements and/or other changes. DiStflbUtOd By: - Form No. 80-6379PSI11 CP4 01988, PETIIO VEND, INC. PETROSONIC a ? Tank Gauging Systems 12409 COUNTY ROAD ti ?i,y? a+. BURNSVILLE. MN 55337 (141 CONiP (672)890-4868 j ,-, :':1;REVIEWED ? REVISE, RESUBMIT ! ? ?'REVIEWED ? REJECTED i ? ?AS NOTED ? S;:?rfot+a?C.I?nc `=GHEGKEG BY DATEO BY Tne?Conlracto?s a rO '- • ? ppVai GI s11op;Grag5 01 5ample5 s0all noi relfEVe the suCCOntracto? `ar anywindev?aUO:r from me requinmanubt tr,e contract docuaen,, ncr from ?ne.. ., / MSponSiDiliry for errors dim or cmissi6ns. inclutling srzes. ' -.( ensinns. quamities or locatiDns. II ??. The Petrosonic" III watches over your tanks 24 hours'a day even when your operation is 'iclosed. TF?e system generates automatically or,upQn request accurate,reports on fue4,levels;,volume of produbt-(-t&?pet-ature corrected), ullage, deliveries, water levels, leaks and theft. Its several alarms can alert managementito a quick;loss of product, leaks, high;water, lowiproduct level, overfills ancl other emergency details. The Petrosonic III can be polled by most central camputers for generating Slie-detailed reports-vuhi?.h-are?essential to today's petroleum marketers and fleet operations. - , -- - - = ?: - • Each Petrosonic Control Cabinet can handle up to 8 probes. • The probes are electrically isolated from the tank. • Standard and custom probes available for various size tanks. ( l • 24 character LCD display gives on-site data and easy-to-foilow instructions for programming. Petrosonic III can instantly display or print status " '. of any tank on demand. TELEX: 27-0040 r ` ' : _ .• : ` -: -¦ /`?? PETHO VEND, INC -: ; FAX: (312) 485-7137 •?'Pe?? ?ICIIfl 6900 Santa Fe Drive Hodgkins, IL 60525 9909 (312) 485-4200 Manhoies and Fill Boxes Ai 06 Containment Manholes 4" Model No. t od una eal rain alve rain Hose Made especially for large capacity applications. Emco Wheaton's A106 Containment Manholes can hold up to 26 gallons of liquid. Special buna seai clamps securely around fill pipe assuring tight seal. Available in 2 sizes, with or wilhout drain assembly which returns captured product to underground tank via a 3/<' drain hose. --Materials - -^•-- " ?` ' " Lid: Cast Iron Body: Cast Iron & Fabricated Steel Seal: Buna N & Viton Drain Ass'y.: 8rass Clamp: Steel Drain Dimension A Dimension B A106-001 26 gal. A106-002 20.89 gal. A717 Manhole yes 16" no 16" The A717 manhole provides access to the underground tank from the dnve surface and offers drive-over traffic protection. Wide body design allows for setGing or shifting of the underground tank without damage to the concrete or piping, and also permits fast coupling for product drops. Easy-0pening manhole cover is diamond treaded, heavy dury cast iron. Also available with Part. No. 408914 checkered steel lid. Individually boxed for easy shipping and storage. ' T B 32" 1251bs. 24" 1001bs. Model No. Size (I.D.) Weight A B A717-019 10" 361bs. 11" 6'h" A717-022 12" 561bs. 13" 12" Materials Body: Galvanized Steel Lid: Cast Iron 14 Accessories (order separetely) 491044: Centenng Brecket y. T. Overfi/1 Prevention Valve ? oPw s1-so The OP W 61-SO overfill prevention valve is designed to be a simple, low cost solution to positive shut-off of product fiil for underground storage tanks. The shut-off valve is an integral part of the 4" drop tube used for submerged fiiling. No extensive or expensive excavation is required. The OPW 61-SO can easily be retrofit into existing locations. No special manhoies are required. Insialling the OPW 61-SO is as simple as changing drop tubes. The OPW 61-SO is a two stage shut- off valve. When liquid level rises to .. level A the valve mechanism is released and the valve closes automatically with the flow. This reduces the flow rete to approximately 5 gpm through a bypass valve. The operator may then stop the filling process, discon- nect and drain the delivery hose. As long as the liquid level exceeds A, the valve will close automatically each time delivery is attempted. If the storage tank is overfilled to an unsafe condition and the liquid rises to level B, the bypass valve closes. No additional liquid will flow into the tank untii the level drops below a reset point. Feafures: ¦ Simple,easyandquickinstailation - no excavation or special manholes required. ¦ Economical - costsafractionofexpensive, complicated and difficult to install valves. ¦ Completelyautomaticoperation-nopre- checks to perform, no resets, no overrides to be broken or abused. ¦ Works at all flow rates- operates directly from liquid level. ¦ Will accept a dipstick for gauging. ¦ Retrofits directly - for existing tanks and 4" riser"pipes. ¦ Automatichosedrain-f6roperatorcon- venience. „ • _ .--- / -- _- - - ---- Actuating Hoat _ ' . : - .. . -_, ? ? ':•-., '"._ ......__ .."- -- -- ----.._ ?-_ - , ? 1 .. . ef? P ositive ; , . . .. ShubOft Valve OPW 1 ? Spill Container °c°?°0 °? _..- >XE 0 o° Patent No.4,667,711 Other patents pending The OPW 61-SO is furnished with complete instructions and hardware tor field or shop assembly. For complete assembly and installation instructions, refer to C-3557-PA. Materlals Valve body: cast aluminum Float: nitrile rubber, ciosed cell foam Valve: aluminum Seals: viton Upper and Lower Drop Tube: aluminum Engineering Data Maximum bury depth: 5 feet Maximum tank diameter. 8 feet SIZE:4" 61-SO-4000 WT.:151bs. ? 3Yi',min. LEVEL"[ LEVEL / 8'/i', min. 6" o17iL locaUnderground Tank, typical ? 19 ?- PLUMBING, HEATING, COOLING o RESIDENTIAL, COMMERCIAL, INDUSTRIAI•LICENSEDANDBONDEDTHROUGHOUTMINNESOTA (612) 4543095 (612) 880.4868 ?L. ?cy4?ICAi C NtR710?S\ TO: CITY OF EAGAN 3530 PILOT KNOB ROAD EAGAN. MN. 55122 GENTLEMEN: WE ARE SENDING YOU $R Attached ? Shop drawings ? Prints ? Copy of letter ? Change order 12409 COUNTY ROAD 11, BUHNSVIILE, MINNESOTA 55937 ISLSTIl EInl D1F tl WQl1VSI1V11MQIS OATE 9/25/89 JOBNO. ATTENTION CITY FIRE MARSHALL RE: PINEWOOD EI.EMENTARY SCHOOL I.S.D. #196 DODD ROAD AIdD HACKMORE DRIVE ? Underseparatecovervia_ ? Plans ? Samples ? following items: ? Specifications COPIES DATE NO. DESCRIPTION 1 6,000 GALLON FUEL OIL TANK INSTALLATION DATA AND APPROVALS FROM STATE FIRE MARSHALLS OFFICE F- I THESE ARE TRANSMITTED as checked below: ? Forapproval ? Approved as submitted ? Resubmit copies for approval ? Foryouruse ? Approved as noted ? Submit copies for distribution ? Asrequested ? Returned for corrections ? Return corrected prints ? For review and comment ? FOR INSTALLATION PERMIT ? FOR BIDS DUE 19- ? PRINTS RETURNED AFTER LOAN TO US REMARKS ANY QUESTIONS PLEASE CALL. COPY TO SIGNED: ED KLAMM JR. OPE ONS MANAGER llenelwures ere noraa nofa$ klntlly noHryus at onee. WHITE: OrigineVCustomer PINK: FIIB N ?o -V 124o9r.ourair-"v'u 'vMti 55,337 RNSNLLE 0 . . BU 89U-.t2f,F t ^ o,c1 . (6 .1 k41 w -Q FiEVIEVlED ? REVIS[. RESt,`BMiT ? RE-V!EW[D ? RGJECTED r,:, MO TED r?jcC5 EO 8V DATC-D 6Y ?? s C . / . _ 7_1'? _ ltip (:a•.ti]r,b:.y :..??„ ?:.i ,r ;bp:•.piw:.??; .,r s?iu:ilPS 1"? l1f V 7?r ?:OOI hr1l lb? ) ? 1 " l. 1! 4 I il l? . 0 I.1 Ih ?] ?:'; ? OI I? , r . . pnb i l?. n nnni i Ir nn Iht; i :?.p??r!:Ihi?ly f-.?r n?-.?rs' ies. nr nm.?:;ions. m6ludmy s (! vnk?lclpn5. Q?:3??I?IinS GI IU! •f??U?15?-l- P,•:iNWpy covERS•. SYMBOL IDENTIFICATION ) D. • OO 4"NPTMonitorlVent(oN£ WJFLF?,DiP57icIt. MoNt'roR) Q LiftLug QQ 22" Uiameter Manway wilh 3 lillings in each wver (ouE To PiOq Hold down strap Iocation4etaFianerV) NqVE LA?DE?? ?oN? ro ?IRVE'?svs?er? c"? (A,)1 FL E . PiPs-ricY:-- iIER4, NOTES p DuftEx DedBLE Flr-nN 2-4" NP'r Teo H WRLt_ FirrirJ 5 RcKoss F oaA E«F 0714E? (r?) I- LI 11 !f PT TFFQbix9 WALL FITTig4 F TNi M N?R? TD NhJE ca?eBo?l sTEEc. ?-qneEK i IS MArJu1A !o AJE "SyST.Er.Q C'I (ADPE St}/AP W STJD Q)d !{SS • SEPARA-rE DWCl. ? FPP Not_DDownl s-r pps PRoJiDEp Fo EAcH -rAoK oN s STEM e CUSTOPAERG RI C,S mC DEST ?ATIEN &0METHOD tj RECOMMENDEDSERVICE ?£TRo?EVM P o?UCT NO. REVISION DATE XERXES CORPORATION ,i S Enl ri S FT. 6,000 GAL. DOUBLE WALL Z Specification: The contractor shall provide Fiberglass Reinforced Plas- tic (FRP) U.L. labeled under- ground storage tanks as shown on the drawings. Sizes and fittings shall be as shown. The tanks shall be Century-Cast'" Tanks as manufactured by XERXES CORPORATION. Tanks shall be tested and installed with pea gravel or crushed stone as specified in the current installation instructions provided with the tank. 1. e it..: 11 !, s:";1`??VK•f/;J?',.as. - n LI!Yi;'JJJH I.E. ju.J SL.:67 -lli 1'^? ag(?.-1.-('' . ? RF_V:SC-. ?'?E.i:!Bhb7 CJ FU NOTE. I - iANK, MANMAY, GASKET [ COVEH BY %EH%E5. 2- SUHP 6 GROMMETS BY OTMERS, SUPPLIED BY %ERXES OF OUi510E EOUIFMENi MANUFACTUHER. 3- FIELO CUTTING B ASSEMBLY BY OiMERS. 4 - ALL PIPING BY OTHERS. 5- OGlIONAL S1U0 HING SEGMENTS SUVPLIED BY %ERXES IIPON ONDER. 6- SUMP GOVEF OPENINGS APE EITHEN 72- DIA. OR 30- DIA. SPECIFY OIAMETEP NNEN PLAC/NG ONOEN. . SEALING GROMHET -'- SINGLE NALL GIPIN? GHONHEi 71MARY AIVING ?SELONOARY PIGING . / .,.....,..._E _..iKEi .?S`(S'TEM C r; IM11CLUt>?> S'T"I) 1? injy f?SS-/ . 4 REOUIRED) I . R ? SECT[ON 15600 U[YDERGROUND FUEL TANK SYSTEM ? PART1-GENERAL ? 1.1 WORK INCLUDED p+• Complete underground fuel tank system as noted on drawings and ? specified herein. B. Associated piping and equipment. ? 1•z RELAT_ E A. Section 15010: General provisions ? B. Section 15050: Testing and Balancing C. Section 15060: Piping materials and Methods ? D. Section 15105: Excavation and Backfilling E• Section 15110: Valves : F. Section 15605: Fuel Handling System 1.3 REFERENCE STANDARDS A. ASTM $pecification D4021-81: Glass Fiher Reinforced Polyester Underground Petroleum Storage Tanks B. Factory Mutual File 7.1.OK6AF.A5. C. General Services Administration, Public Building Service Specification, PBS: 1568 Guide D. Military Specification MIL-T-52777q, Dated July 6, 1978, Tanks, Storage, Underground, Glass Fiber Reinforced Plastic. E. National Fire Protection Association NFPA 30 Flammable and Combustible Liquids Code and NFpq 31 Standards for Installation of Oil Burning Equipment F. National Sanitation Foundation Testing Laboratory, 7anuary 1984, Listing of Piastic System Components and Related Materials, Standard 15. G. Underwriters Laboratories, Inc. UL 1316 Glass Fiber Reinforced Plastic Underground Storage Tanksfor Petroleum Products. 43744 15600-1 _?t- PART. 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Tanks and Accessories: Owens-Corning Fiberglas Corporation, Xerxes. 2.2 GENERAL A. Provide glass fiber reinforced 360 degree double-walled polyester underground tank. Tank shall be non-contaminating to the product stored and be capable of storing liquids with specific gravity up to 1.1 Tank shall be chemically inert to petroleum products. B. Manufacturer shall warrant to the Owner: 1. The tank will be free from defects in materials and workmanship for a period of one yeaz following the date of original delivery by the manufacturer. 2. The tank will not fail due to external corrosion for a period of 30 years from date of original purchase. 3. The tank will not fail due to internal corrosion, provided the tank is used solely for storing fuel oil at temperatures not to exceed 150° F. at the tank interior surface. 4. The tank will not leak due to structural failure for a period of 30 years from date of original purchase, provided the tank installation is performed and validated by a contractor trained and certified by the manufacturer and the tank is used as stated above. Structural failure shall be defined as breakage or collapse. Contractor shall be certified 6y the tank manufacturer and shall furnish certification to the Owner that the tank was installed according to the manufacturer's recommendations. C. Provide striker plates under all tank openings, and UL certification plates affixed to the tank. 2.3 LOADING CONDITIONS A. Tank shall meet the following design criteria. 1. External hydrostatic pressure. Buried in ground with 7 feet of overburden over the top of the tank, the hole fuily flooded and a safety factor of 5 to 1 against general buckling. 2. Surface loads: When installed according to manufacturer's installation instructions, tanks shall withstand surface H-20 aale loads(32,D00 Ibs./axle). 3. Internal load: Primary tank and annular space shall withstand pressure test of 5 psig on tanks of 4 foot through 10 foot diameters, resulting in a 5 to 1 safety factor. 43744 15600-2 4. Tanks shall.be designed to suppoct accessory.equipment such as heating coils, ladders, drop tubes, etc. when installed according to manufacturer's recommendations and limitations. 2.4 PRODUCT STORAGE REQUIREMENTS A. All primary tanks m ust be vented. Tanks shall be designed for operation at atmospheric pressure only, except for use with vapor recovery systems at a pressure or vacuum of approximately 1 psig. B. Annular Space: Tank shall have a space between the primary and secondary shell wails to allow for the free flow and containment of all leaked product from the primary tank. C. Tank shall be designed to provide monitoring capability as noted: 1. Accessibility to the tank bottom between the primary and secondary walls at both ends of the tank. Tanks shall have one 4 inch NPT fitting lxated at each end of the tank. 2. The following continuous monitoring conditions shall be compatible with the cavity between the inner and outer tank: a. Vented to atmosphere. b. Sealed tank cavity c. Vacuum - 3 inches mercury maximum (1.5 psig maximum) d. Positive air pressure (3 psig maximum) e. Hydrostatic pressure - 7 foot maximum head pressure over tank top. 2.5 TANK ACCESSORIES A. Accessories and fittings to the storage tank shall meet the following criteria. All accessories shall be installed 6y the manufacturer or in accordance with the manufacturer's instructions unless otherwise stated in these specifications. 1. Certification Piate - Underwriters' Laboratory Label and Factory Mutual Label shalt be permanently affixed to each tank. 2. Anchor Straps - Provide glass fiber-reinforced plastic anchor straps for eaeh tank shown. Number and location of straps shall be as specified by manufacturer. Each strap shall he capable of withstanding the buoyancy load for tank diameter as shown. 4 foot p- 4,200 lbs. 8 foot p- 25,000 lbs. 6 foot Q- 18,000 lbs. 10 foot Q- 32,000 ibs. Straps shall be standard as supplied by the tank manufacturer. 43744 15600-3 3. Flanged.Manways a. Provide one (1) 22 inch standard flanged manway with each tank of 2,500 gallon or more capacity. b. All manways shall be furnished complete with U.L. listed gaskets, bolts, interface ring, and covers. c. Provide manway risers 48 inches in diameter and 42 inches high . to provide access to the manway lid. A 24 inch x 24 inch galvanized street box with cover must be provided by ? contractor for ai-grade instailation. ' d. Provide fiberglass manway exrension tubes 24 inches long for the manways as required. e. For tanks of 2,500 gallon capacity or more, each standard steel manway cover shall have three 4 inch NPT fittings welded in place at 120 degrees spacing. The 22 inch manway cover fittings shall be on an 8 inch radius from center of cover to centerline fitting. f. Manway access shali be through piping sump specified elsewhere in this section. 4. Fill Tubes a. Tubes shall be aluminum. b. Tubes shall be factory installed, 4 inch diameter, and shall include a 6 inch steel fitting with double tapped reducer bushing to 4 inch diameter. c. Tubes shall be standard items as manufactured and installed by tank manufacturer. d. A flexible connector, as manufactured by Teleflex, or equivalent, shall connect tank to exterior fill tube. From connector, exterior fill tube shall extend vertically into a spill containment manhole. e. Provide a Model OPW 6150 overfill protection valve and fill cap in fill tube. I 5. Spill Containment Manhole a. Provide Model EBW-705-BG manhole with locking lid over fill. ? Access through 18" manhole with solid lid. b. Manhole provides 25 gallon capacity and 'spill containment, ? sealed watertight with spring loaded drain. 43744 15600-4 6. Tank Fi.ttings - Threaded - NPT a. All threaded fittings on U.L. labeled tanks for storage of petroleum products shail be constructed consistent with requirements of U.L. label. Fittings to be supplied with threaded cast iron plugs and located as shown on the drawings. Contractor shall verify number of fittings required. b. All standard threaded fittings shall be 4 inches in diameter and shall be half couplings. Reducers are to be used for smaller sizes where specified and provided hy contractor. c. Strength - NPT fittings shall withstand minimum of 150 foot- pounds of torque and 1,000 foot-pounds of bending, both with 2:1 factor of safety. d. All rigid internal piping shall be terminafed 6 inches from bottom of tanks. 7. Ladders - Shall be standard carhon steel supplied by tank manufacturer. 8. Lifting Lugs - Provide lifting lug(s) on all tanks. Lugs shall be capable of withstanding weight of tank with safety factor of 3 to 1. 9. Product Piping - Provide product Lines Consisting of double wall fiberglass pipe as manufactured by A.O. Smith or Ameron. Primary piping shall be 1 inch in diameter and outer piping shall be 4 inches in diameter. All piping shall be U.L. listed for use with petroleum products. Piping shall pitch back to tank piping sump. 10. Product Piping Connectors - Connections of fiberglass product piping to the storage tank and to steel piping within building shall be made with flexibte connectors as manufactured by Teleflex or equivalent. 11. Vent Pipe - Install fiberglass, single wall vent pipe for below grade portion of vent line. Acceptable manufacturers include Ameron or A. O. Smith. Ail pipes must be U.L. listed for use with petroleum products. Above grade vent pipe shall consist of galvanized steel pipe with suitable vent cover of cast iron body, threaded ends and 40 mesh brass screens. Above grade pipe and cover shali meet all local and state codes. Connector fitting of fiberglass and steel pipe shall be flexible type as manufactured by Teleflex or equivalent. Pipe size to be as shown on drawings. 12. Dip Stick - Provide calibrated dip stick for measuring volume of oil in tank. 43744 15600-5 13: : Flexible Dipstick Monitoring ? a. Provide flexihle dipstick kit Model FD-25 for monitoring douhle wall tanks. Kit shall consist of polyethylene conduit and highly' ? plasticized PVC dipstick. 14. Pipe Sump - Contractor shall provide water tight fiberglass piping sump with fittings, Model SPS-42-30A with interface ring. Contractor shall supply 36-inch diameter steel manhole with bolted cover and retaining sleeve to provide access to pipe sump. 15. Tank Level Monitor a. Provide remote reading UL listed tank gauging system, which shall be of dial hydrostatic type, utilizing integral built-in hand pump for manual operation. The instrument shall be factory calibrated for tank contents and indicated on 29 1/2" dial scale marked for 10,000 gallons without use.of gauge glass or fluids. The gauging system shall be Model P-29 as manufactured by the Pneumercator Company or approved equal. b. Alternate): Giibarco, Veeder-Root, Model tank monitor 3 eleCtronic monitoring system. Includes panel with liquid crystal display, integral printer for mounting within building. Provide probe for liquid level monitoring, interstitial monitoring and pipe sump monitoring including cap and ring assembly. Provide conduit routing and connections to all monitoring points and access as required. PART 3 - EXECUTION 3.1 GENERAL A. Tanks and accessories shall be tested and installed according to current installation instructions provided with tanks. 3.2 TANK INSTALLATION A. Tank location and proposed elevations are shown on drawings. The excavation shall be observed by Engineer prior to installation of new storage tank. A minimum of 24 inches of excavation oversizing must be provided on all sides of new tank. 5heeting and bracing shall be required in excavation if this oversizing can not be maintained or if a minimum 1:1 slope can not be maintained from structure footings to excavation. B. Tank must be unloaded from delivery truck and installed by using installation lift lugs as recommended by manufacturer. Tank shall not be rolled or dropped. 43744 15600-6 i ? C. Before-tank is installed; itmusr be pressure tested to 5 psig in accordance with manufacturer's instructions. Entire tank and fittings shall first be soaped. Test shall be long enough to insure that there are no leaks as ? indicated hy soap bubbles or drop in pressure. Tank test shall be observed by Engineer. D. Tank shall be placed in ercavation at specified location. A minimum of 12 ? inches of approved backfill hedding shall cover bottom of excavation. Tank shall not be placed directly on concrete slabs, timbers, beams or cradles. ? E. Alt excavated material removed for installation of new tank must be replaced with approved backfill. Approved backfill shall not be mixed with sand or native soil. Approved backfili shall consist of gravel (pea ? gravei) with mix of particle sizes not less than 1/8 inch or more than 3/4 inch. Washed stone or gravel crushings may also be used with angular particle size not less than 1/8 inch or more than 1/2 inch. All backfiil ? material must meet ASTM C-33 Paragraph 9.1 for quality and soundness. F. Backfilling of tank and pipes shall he performed in following manner. A 12 inch lift of approved backfill material shall be placed evenly around ? tank. Backfill must be pushed completely beneath tank bottom, between ribs and under end caps to provide necessary tank support. A long handled probe and shovel can be used to push gravel beneath tank. An additional 12 inch lift of approved backfill shall then be placed evenly around tank. ? The probing procedure of the backfill shall be repeated. After completion of second lift, backfill may be brought to the top of the tank or to grade without additional handwork. Approved backfill shall not be mechanicaily ? compacted in area of tank. Backfiliing procedures shall be observed by Engineer. 3.3 PIPING INSTALLATION A. Double wall piping shali be installed in accordance with manufacturer's instructions. Proposed layout of piping is shown on drawings. Pipes shall be pressure tested as recommended by manufacturer prior to'connecting to storage tank. Bottom of pipe trench must be graded to provide even support for pipe. A minimum of 4 inches of approved backfill bedding shall be placed below and between pipes. A minimum of 12 inches of approved backfill shall be placed between top of pipe and ground surface. I 8. Primary piping shall pass through fitting of pipe sump that has been instailed on tank. A flexible connector shall connect primary piping to tank. Outer jacket of double wall piping shall be terminated and cemented to pipe sump fitting, piping must he sufficiently sloped from 6uilding to pipe sump to allow for drainage of outer pipe in event of an accidental leak from primary Piping. Any leaked product from primary piping must be contained in outer pipe and drain into pipe sump. 3.4 LEAK AND TANtC LEVEL MONITORING SYSTEM INSTALLAT[ON A. Conduit will be provided by Division 16, from building to pipe sump, for future monitoring system use. • 43744 15600-7 ? B. Alternate: Electronic . monitoring - system as recommended by manufacturer. 3.5 MANHOLE AND STREETBOX INSTALLATION A. A 36 inch diameter manhole, solid cover and retaining sleeve shall be installed to provide access to piping sump. A 12-inch diameter streetbox, bolted cover and retaining sleeve shall be installed to provide access to Reservoir Sensor. Retaining sleeves for these access holes (where specified) must be non-load bearing and be terminated minimum of 6 inches from any portion of tank. Fill box, manhole and street box rings shall be mounted in minimum 9-inch thick concrete slabs as shown on drawings. Slabs shall extend a minimum of 1 foot beyond outside radius of access holes. 3.6 TESTING , A. All tests shall be performed in accordance with manufacturer's ? instructions. After the various components of system have been properly adjusted by the Contractor, Contractor shall demonstrate to satisfaction ' of the Engineer and Owner that system meets performance requirements for which it was designed. In event any portion of system fails co meet i various tests, Contractor shall make necessary repairs or adjustments. Test shall be repeated until satisfactory performance is obtained. All ? tests shall be witnessed by Engineer or Owner. Ail instruments and equipment required to properly conduct tests shall be furnished by Contractor. 3.7 FUEL GAUGE SYSTEM ? A. Provide a 2 inch conduit from tank to the gauge location for gauge tubing. ` B. Install tank level monitoring gauge or alternate electronic monitoring ? panel inside building at location shown on drawings or as selected by Owner. ? END OF SECTION 43744 15600-8 DII!ISION OF STATE FIRE MARSHAL MARKET HOUSE 289 EAST STH STREET ST. PAUL, MINNESOTA 55107 TELEPHONE: (812) 296-7841 August 21, 1989 Klamm, Inc. 12409 County Road 11 Burnsville, MN 55337 a STATE OF MINNESOTA DEPARTMENT OF PUBLIC SAFETY File No. 890358 n,i ; I : Pinewood Elementary School, Indenendant School Dist 196, Dodd Road and Hackmoore Drive, Eagan, MN. Underground installation Re• of one (1) 6',000 gallon Double wall tank fiberglass tank, with ' piping for building heating oil storage. To Whom it may Concern: The plans for the above installation have been reviewed pursuant to Minnesota Statutes, 1974, Chapter 249F.19. Preliminary approval is given for the aforementioned project subject to compliance with the provisions of Minnesota Statutes, State Fire Marshal Regulations, and local ordi- nances and permits. Construction shall be in conformance with the standards contained in National Fire Protection Association Pamphlet 30, Flammahle and Combustible Liquids Code (1981 edition as amended). Final approval will be given following an inspection of the facility by either your area local fire authority or Deputy State Fire Plarshal. Approval of the project described in this letter does not relieve the applicant of re- sponsibility to other Federal, State or local agencies regarding adherence to regulations or the need to obtain necessary approval. Questions concerning this project should be addressed in writing to our office for a for- mal response. Please refer to the file number listed above in all future correspondence concerning this project. Yours very truly, Thoma . ace, State Fire Marshal by: Raymo d 4'e" e Deput State Fire Marshal - Code SDecialist COPY DISTRIBUTIOtJ:'White-Facility, Blue-Fire Department, Green-Central Office, Pink-Codes Specialist, Gold-Investigator, Yellow-Pollution Control Agency Y.*`ta..• _ • . -'-_ . AlJ6 2 2 9909 ? < AN EOUAL OPPORTUNITY EMPLOYER ... i______-__._ t ? Fer Oitire Use I , vzm,R a: _//?--- I ? ? I 1 ? ? Date Receive7: ? Statf: I - 2003 FIRE SUPPRESSIOIV Sl(STEMS PERMf°f APPLiCATIOIV* Date: 3"5;0-16ck Site Address: '! ?t.O,ACl Tenant:7?1 (\? WodCS ??`?-? ? ? Suite #: PROPERTY OWNER Name: n3LG Phone: _, Address / City / Zip: Applicant is: __ Owner _ Contractor TYPE OF WORK Description ot work: _ 1? Construction Cost: ??? _ Estimated Co etion Date: ? r _ License #: CONTRACTOR Name: . l ?ats Address: Ci C" ? ? ;.'W Zip: 65,/2)3 . State: _ u - .- ty:- ? _ _ . Phone: tns 1- Contact Person: FIRE PERMIT TYPE ? WORK TYPE ? Sprinkler System (# of heads New Fire Pump Addition _ Alterations _ Standpipe Remodel Other. _ Other DESCRIPTION OF WORK: Commercial _ Residential ? Educational FEES $50.50 Minimum (indudes State Surcharge) OR Contract Value $ I=1 _ x 1% _ $ _ Permit Fe2 - II Permit Fez is fess than $1,000, surcharge is $.50. State Surcharge =$ - It Permit Fee is >$1,OOQ surcharge increases by $.50 for each _ $1,000 Permit F°e (i.e. a$1,001-$2,000 Permit Fee requlres 2$1.00 surcharge). $?? TOTALh''?eE ' 3/4" Displacement Fire Meter -$183.00 $ Fire Arle[er g T07AL FEE ..,.. ?., tie ?.ee.+ -- 'RequiremeMS: 2 complete sets of drawings and spemncatwns, CUi Snee[s on maienala a...+ I hereby appty ior a Fire Suppression System permit and acknowledge that the information is compleie and accurale; Ihat the work will be in conformance with tha ordinances and codes o} the Ciry of Eagan and with the Minnesota Buildiny(Fi) re Coder, that 1 understand this is not a permit, but only 2n application tor a permlt, and work is not to start without a permit; that the work will be irJaccordance wifh ifie appAOVad p7an in ihe case of work which requires a review and approval oi plans. M ? t]'L'L?? S k1 +' X Applicani's Printed Pfame ApplicanPs Signature F6R OFFICE USE REQUIRED INSPECTIONS _ Hydrostatic Flow Alarm _ Drain Test Rough In Trip Pump Tesi Central Siation X Final Conditions of Issuance: Permit Reviewed by: ?, . i?_ _ Date: s - - - ~ ak ~~7~~,'~ vx r+ d ~ a j tt ~ ro ~ ~ + ^t;n a , . . ~ ~ ~ ~ S e~~e ~ . a~Y . . . , , . . , . . . - . . . . . . . ~ . , . ~ , . . . . ~ . , , y ~ , r s . ' . ~ ~ , r . , _ . ~ : wn r. , a Y ~ a UO " aaqeunN uollaa=sl6ab ~ ~ . . ~ ~ ~ ~ ~ , / , 9 N 1 , . { , , ~ . ~ a ~ ' q,, ~v_ ~ ~ , ~ E ~ k~ , , ~ , Ua ~ i 'pN wnaN3Qad 68-ei~5 . ~ ~ k' ~A*" . { . ~ , ' . . . ` . . , . . . ~ ~ '~T . . . . . 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R~.: G a . ~ Q_ . ~ ~ ' ~ . G ~ ' - 1. ~ ~ ~ ~ _ ~ ~ E • . . a ~ ~ ~ ~ ~ _ . . _ _ . . ~ ~ ~ . . f. . . . . . . . ~ ~ ~~c~ - ~ . ~ . Yi~ . . . ~.~~r ' ~ ~ ~ ~ ~ , ~ 4 g ~ W ~ . , ~ ~ 11 . . ACKAMORE DRIV . ~ . . . ~ ~ W , ~ • ~ ~ ~ ~ ~ ~ fi ~ ~ ~ y , . ~ ' ~+r~ 1 MATCN CITY WALKWAY ~ ~ ! ~ i MATCH ClTY WALKWAY , ,LKWAY ~ ~ ~ ~ ~ ~ ~ 1 ~ . BlTUMlNOUS WALKWAY ~ ~ ~ ~ ~Z • 1 J ~ ! ....t ~ , ' ~ ~ _ ° ~ ` ~ ~ i~... _ . . . ~ i . ~ ~ . ~ . r . . ~ ~ . I•',. . . . ~ ~ ~ . ~ ~ . ~ . . ~ ~ ~ ~ . . . . . . . . i~ . . ~ . ~ . . ~ . ~ i I~ . . . . 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ Q d ~ ~ ~ ~ . . ~ . ~ . ~ ~ . ~ . ~ ~ ~ ' ~ . . c~ ciTY ~ ~ Q p e~ ~ ~ S~ i i 4 q~, ST ~T CONSTRUCT N ~ J ~ ~ ,i ~ 7/ ~ gi.f ~ i f,.. , PI.AYiNG r I~' ~ ~ ~ ~ ~ p, , j h 10' x !0` % ~ . ; ' ~ ~ ~ ~ ~ ~ i N ~ ~F= ` ' ,R N e j ~ 200 R ~ , ~ ,R ~ OO~R ~ ~ ' ~s ~3~R h ~ x . ~o f 1~.. ~ 1 E . ~ . : ~ \ \ j l~, , g3, c'• : i p~ 16' ~ ; ! ' ~ Q ~ LEGEND ` ~ ~ \ j 6• e, , p - PROPERTY LINE • ' ~ I ' RQPOSED ~ 0 ~a ~ P _ ~ ~ • - RI6HT OF WAY ~ ' ~ O ' ~Q. . , 2 Q 0 o PR~PERTY IRON ' ~ ~ ; BUILDING , , o d ~ ~ ~~~Q N G ~ CONGRETE SIDEWALK ~ ~ ~ , ~ ~ Q~ 0' R 28' R i~o ~ ~l HP HANDICAPPED PARKING ~"1 ' , ~ Q ` r ~ ` ~ ~ \'i 2. S- ~ ~ L ' ~ . ~ ~ ~ Q ~I ~ ~ L o N y j ~z 11 ~ ~ f ~ ~ ~ ~ + q R? p , !p ~Q / . ~ ~ 5 ~ g, ~j p, ( _ a U rT P~ . . / ~~ti ~ ~ ~ (p ti ~ S~ ti , _ ~ ~ ~ ~ ~ a~ To ~ , . . ~"i~s o J ~ 4 S4FTBALL y~ ti ~ 60~ ~ p R ~L , ~ ; ~ ~ ~ Q INFIELD . , , ~ ~ ~ ~ ~ ~ ~ ~ 2 ~ ~ - ~ ~'~i ~ ~ ~ ~ . . I ~ N ~ ~ •_~a~~~ ~ ~ ~ ~ ~ ~0 0 Q ~ i 50 0 h' r ~ a v i ~ ~ ~ io a ~ . ~ BACKSTOP J ; A . . ; J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ J , 0 Q' BUILDING ~ ,9~ . . , 9r ; . ~ ~ ~ ~ ~ _ _ _ ~ V _ RID CINES ; , _ ~ , ~ ~ , ~ , ~ ~ ~ ~ - 0' R a so. . . . . . . . . . e . ~ ~ . v~; - . ' ,f ` ~ ~ 28' R ~ ~ , , /j~ S ~ ~ 8 R l S R~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ a ~ ~ ~i ~ Tq R,o / ~ h BIT I / ~ ~ o ~ ~ , UMINOU A 0 ~ . o . i, SERVIC ~ q ~'y . _ o. E ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ 'P/~- J J ' ~ , . ~ ~ ~ ~/~G, , ~ - / ~ / , ~ ~ 26' R ~ ~ f ~ ~ ~ ~ ~ s ~QjL % p. ~ . ' . . . . . 0 F~j~FGy . - ' ~3 + ~ 15 ~o~ ~0 9}- ~h . ~ ~p. / ti . . ~i~,, ~ \ \ . . ~ ' ~ . ~ ~ ~ ; . i ~/T~ i , , M~No ~ / i ~ , g~' ~e ~~5 4~ ~,s ~ \ . . ; . ii5• , / o . . , . , . . . 'i ; • _ BUI~DING i BITUMINO 6, 3c~- ~ ORIENTATION HA~D PIAY! ~S ~Y ~ 6~9 ~ ~ ~ ~VG SURFAC 9~ 0. ~ ~ ~ i ~ ~ ~ : _ r:z~ . ~~y 8 q N qr c ~ ~ ~ ~ ~ ~ ~ ~ ~ NOTE5:~ ~ ~ ` 0 5 .s: , E YAJ ' , OFT PIAYiN6 SURFAC ~ ~ I. ALL< DfMENSlONS FROM BUILDING ARE ~ROM ° ~ ~e, ~ ' A o ~o ~ ~ ~ FACE 0~ ~ BUILDING. ~ ~ L ` ~ ~ ~ ~ ~ ~ o~~~: m c 1~ 0 ~ Z. ALL DlMEMS(ONS TO BACK OF CURB, u~cn~ ' . 25 35' a 3, ALL DfMENSiONS AND ANGLES ARE ROUNDED V-TY N } " I Q5' CUR6 ~ ~ OFF T0 NEAREST WHOLE ~UMBER. 2~ m. ~ c ~ s~, , M , ~ . ~ ~ u , ~ f~,~... 4.BUl~DING f00TPRINT DIMENSIONS WILL BE 3~° " SUPPLIED TO CONTRACTOR PRIOR TO ~`o {0 ~ EADOW ROAD - o ~ , - ~ STARTING VdORK. ~v ~ ~ ~ ~ ~ ~ ~ ~ , ~ , . ra.-~ ~ . MATCH LOCATION WITH 5. PROVIDE TWO BASKETBA~L BACKBOARDS AND ~ ' ~ i FUTURE DEVELOPMENT ONE 7ETHERBALL UNIT, VERlFY EXACT ws ro' ~ i - ~ ~ LOCATlON WITH ARCHITECT ~IN~ FIELD, r ' / a / . 6.USE Mn1DOT STANDARD FOR PAINTING ~~~s ` ~ ` HANDICAPPE~ PARKING STALLS:, L,°o ~ y ~ 1 ~ _ > ~ / L. ~ 7. VERIFY PROPERTY LINE AND ~ORIVEWAY ' ~ ~ ' ' ~ ~ ~ ~ u~v, ~ ~ ~ o' ~ ~ o ~ ' a` ~ INTERSECTION LOCATION WITH-0WNER AND ~ ; ~ / ~ ° ~ _ ~ CITY PRIOR TO CONSTRUCTIQN. ~ L'~ ~ ~ ~ ~ ~ m~a~ ~ - , _ ~ . m w ~ .'~i ; ~ ~ : . . . ~ ~ / PLAYlNG FIELD „ . l ' - ~ ~ SOFT ~ BALL INFIELD - ti BA STOP ~ ~ STOP ~ ~ ~ ~ ~ 300' f7YP:) ' ~ I00' TYP) ~ ~ . 35 , ~ SCALE IN FEE~' ~ ~ ~ ~ ~ '0 25:' 5U 100 ~ t~3 ~ a~~, ~ , ~ ~ ~ ~ _ . , ~r . ~ . ~ ~ ~ ; a z ~ ~ ~ ~ ` ~ ~ . . '°k. , . . ~ ~ ~ ~a.. : ~ . f~ ' ~ . . . 1~ ~ ~ ~ ~ ' ' ~ ~ , r,,~ I a, mee~a;~.~4~+1~~~~k~~ : , m ~ _ ~ . . ~ . . . . ~ ~ 1 r , y ~ . ~ ~ ~ . . . ~ . . hr ° ; j ~ r . . . . . . ' . ' , ~ ~ . ~ r y~ ~ , , , . . ~ . . . . . . ~ ~ . ~ . , . . s,w....v ~ . _ _ . . . _ . _ . _ . . .r . . . . . . . . . . ~ . . . . . . _ . . / ~ ~ ~ ~ r 411,a". City or Eta" 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Us Permit #: 7 /� valeQ Permit Fee: dor Date Received: Staff: 2013 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: Site Address: 420 C.2 Tenant: Lee, env I 9 h' Suite #: Name: `"4G' /'GQC License #: 06 /5.55 A. State: , /.i Zip:. ,%2/ Address: 95% JA c✓uC'-e �� City: '%/�7'� ,�7 Phone: 5/ 211 Email: 64t 4:C/ G/''S r LAJP,67 CO New Replacement Repair )e Rebuild Modify Space Work in R.O.W. Description of work: COMMERCIAL New Construction Modify Space _ Irrigation System ( yes / no) (r, RPZ / _ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passedprior to picking un meter. Fire: 1 Domestic: Size & Type Fiushometers Yes _No Avg. GPM High demand devices? Yes No COMMERCIAL FEES: $60.00 Minimum (includes $5.00 State Surcharge) _ $ Permit Fee Radio Meter Read Required on ALL new buildings and boulevard irrigation systems -� $ Meter M s) State Surcharge *If the project valuation is over $1 million, please call for Surcharge $ _ . $ Water Permit Following fees apply when installing a new lawn irrigation system a Water Perent itant Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Water Supply & Storage State Surcharge OR Contract Value $ x 1% 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 aoaherstateonecall.ora I gthat I understand that thiinformation a butlete onlyand accurate; that an application fortaework per t, and work l be in conformance to startth the w houtranances and codes of permt that the workhwill be ofn Eagan; that I understand this is notpermit,� accordance with the approved plan in the case of work which requires a review and approval of plans, x plicant's Printed Name x Applicant's Signature FOR OFFICE USE Approved By Date Required Inspections: Under Ground Rough -In _Air Test ___Gas Test : ,_.__Final PRV Required _ YesNo 3 Minnesota Department of Human Services June 30, 2014 Zoning Administrator City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Re: Zoning Notification of Application for Department of Human Services Program License License Number: 1048769 This is to inform you that the Department of Human Services, Division of Licensing has an application for a program to be licensed under Minnesota Rules, parts 9503.0005 to 9503A170 from Pinewood Head Start, Pinewood Elementary School,4300 D�dd Road,Eagan,MN 55123 to provide day care for 20 children. Issuance of this license is subject to compliance with the provisions of Minnesota Statutes, Chapter 245A. If you do not contact the Division of Licensing within 30 days of receipt of this letter, we will consider this facility to be in compliance with your local zoning code. If you have questions regarding the facility or its location,please contact Lisa Ostrom at 651-322-3543. If you have any questions regarding this letter, contact Kelly Gans at 651-431-6530 or fa�information to (651)431-7673. Sincerely, t'� la/l/1V1�YU/i'� � Peggy Cunningham, Unit Manager Licensing Division Office of Inspector General dme PO Box 64242 *Saint Paul,Minnesota*55164-0242 *An Equal Opportunity Employer http://www.dhs.state.mn.us/licensing - 4110. Use BLUE or BLACK Ink For Office Use 14161L°Id CityOl EaUll :::::e: 'k 5 3�. 3830 Pilot Knob Road RECEIVED Eagan MN 55122 Date Received: 2.] ‘G 11-7 FEB 15 2017 Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: LA/VI 2017 COMM ERCIAL BUILDING PERMIT APPLICATION LA' (( �. 02/14/17 4300 Dodd Rd "1'� \ Date: Site Address:� Tenant Name: 1� e C� � (Tenant is: New/ Existing) Suite#: Former Tenant: 0: Independent School District 196 Phone: 651-423-7700 Name: 'I5 �5€ 1 " k ProOwner Address/City/Zip: 3455 153rd Street West Rosemount, MN 55068 Y Applicant is: Owner X Contractor ak r� y,i New secure vestibule and interior remodel �II,Il T ,,pe of Worts L1:11,1,,i11111 M! Description of work: 'i k $80 000 "�� iii _ Construction Cost: , ' _ � r Wenck Construction N/A - CM Format � �,,"'-_,,„ ( G i l �, Name: License#: a�i��lil�ul��'9V��d9 ' 7500 Olson Memorial Highway City: Golden Valley . @I�I111'ti ti, k �., Address: s Cc r tactor ir,� State: MN Zip: 55427 Phone: 763-252-6883 I, Inelson�wenck.com s' iii Ali i<'l �,ii �'�I„�„� '�"J6�� contact: Luke Nelson I�1� � Email: ,'�.„„,4,,11,'0!!,EIL ::;., h*'I Wold Architects & Engineers 21055 '�'i��l�' Name: Registration#: «171; SII 332 Minnesota Street Suite W2000 Saint Paul 'i Address: City:,Itcc 651-227-7773 ��a�,�� ,,, �,�,�I��,�, 55101 �i��,„„,i State: Zip: Phone: �inlnl�'I�p 'I �' p�' 1'�?II ' Scott McQueen smcqueen�woldae.com „ „ : � ,11i`,'' ., Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: N4?E Plans and supporting cdocu n e at4y ttbmit re ons der ftp,public informs on.''?o tins of ,,,,r,:,,,,,,;,,,,,,, he mfo '% r' "'i�/asstfietl s an- a f' i e e � l ason hat tl r t 'p�!I �„� ( 1 l t-- �y �I11Iji ^� P'iI III' II' , 1 _ �'��, ' T ck P' ,',1,,o4,,,,,,„pLI ! �1 IIIv �ac Ll ,,1,1:-''''' -'' . �"fM�� N�� III) ... .. I�ii� �iIIllitipli iIi dilkl� o v i � ,. � ''��',�s �Ilh� —mz3 ti I 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.gor herstateonecall.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. x Lukt. t. Sova xdiietz_A, Applicant's Printed Name Applicant's Signature Page 1 of 3 1.0j. ,� I � DO NOT WRITE BELOW THIS LINE Ck#Ci SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments ')( Commercial/Industrial Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New x Interior Improvement Siding Demolish Building* Addition Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation *fp,oO D Occupancy MCES System l/GS Plan Review `/ Code Edition 24 S AVG SAC Units (25% 100% 1) Zoning .?F City Water Census Code Stories Booster Pump -- #of Units Square Feet PRV � #of Buildings Length Fire Sprinklers Type of Construction 2Z'3 Width REQUIRED INSPECTIONS Footings(New Building) Final/C.O. Required Footings(Deck) x Final/No C.O. Required Footings(Addition) Other: Foundation Foundation Before Backfill Pool:_Footings _Air/Gas Tests Final Drain Tile Siding: Stucco Lath Stone Lath _Brick EFIS Roof:_Decking Insulation _Ice&Water Final Retaining Wall X Framing )'( 30 Minutes 1 Hour Erosion Control Fireplace: Rough In Air Test Final Concrete Entrance Apron Insulation Meter Size: Sheetrock Electronic Plans Required Windows Final C/O Inspectio I• I-.-le Fire Marshal to be present: X Yes No di Reviewed By: ` , Planning New Business to Eagan: 71/4)6 Reviewed By: ,. � , Building Inspector FEES Water Quality it Base Fee 906 0)74ccky , e (*,40., For Office Use%�` ,�, :::::e; 61 c : (e.0,( �' y R Date Received: /410" �/ 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 / (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675-5694 , Staff: buildinginspectionsaa(�cityofeaoan.com ;`Cul 15 2018 L N 2018 COMMERCIAL FIRE ALA M P RMIT APPLICATION Date: Site Address: Ueda' �0O /• Tenant: i'�(-'( ("(-� Suite#: 0 Requirements: 2 complete sets of drawings and specifications,cut sheets on materials and components ISD 196 651-423-7700 Name: Phone: PropertyOwner Address/city/zip: 3455 153rd st. W. Rosemount, MN 55068 Applicant is: Owner X Contractor Type sof Work Description of work: Add 1 monitor module and 2 relay modules for lockdown Construction Cost: 900.00 Estimated Completion Date: Name: North Ridge Communications LLC License#: TS718995 Contractor Address: 12701 Chowen ave. Suit 104B city. Burnsville State: MN N Zip: 55377 Phone: 952-456-6447 Brad Long tin bradl@northridgecom.com Contact: Email: New Remodel Work Tye, V Addition Other: Alterations DESCRIPTION OF WORK: _Commercial Residential Educational FEES Contract Value$900'00 x.01 $60.00 Permit Fee Minimum =$ 60 Permit Fee Surcharge=Contract Value x$0.0005 =$ .45 Surcharge* If the project valuation is over$1 million,please call for Surcharge 60.45 _$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is 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. xBradley Longtin x CJS," ';> r %;9 Applicant's Printed Name Ap•licant's Si. ature FOF OFFICE•U R y - ,' «ID : /' I I , , -� k F k�t}VE t� t I €E , m ctivk i ] • { �i fed" i, �, ,Irl$�1 :: �� : .a '� I" �+ .F• tl"e �� •,< a iiti 1��For Office Use cc �jR o ® i # Permit#: / J C " di4ec cra � , R�i AGAN " ," `r '0 Permit Fee: do 3- �' 5,,2-?- , '"`► Staff: , J 4 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I Payment Recvd: Yes No -49 (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675-5694 _ I _.(• Email: buildin ins ections ci ofea an.com ,�N^"Ele g p (� ty 9 ��1��° � I Plans: ElectronicPaper Plan Submittal: eolansCa�citvofeaoan.com __ ____ ____ MAY 2 9 2019 2019 COMMERCIAL MECHANICAL 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: S•Z`1- 1cr Site Address: Q3oo 1-) r9c', ,6. LAgcn • !MJ -1.7 Z3 Tenant: ?tnllwc,,r�. IS .v4l' Suite#: Name: I�nR wbv� F(¢»'1.rt77777:34)vv;vPrL? 1& , Phone: �o�( 'G,8 3 bo y fi g Address/City/Zip: y300 (7udc Q�. : Name: CAr�I aechcvl(CCLk. License#: %- ••• Address: SW`s �1��Sbort Ave . City: �Q� " State: M 1.1 Zip: SS S Phone: 46 3"C3 3 .3 03� ]� 0 e r Contact: Lam=�S� Email: /0)5"e w Gorpkr0 I'Y1Pcl'Iw1 f Cu I-cel New Replacement Additional Alteration ff Demolition •:•i,'.:r..•.•,....',441,:;";":',' z F f � 7 { i V r a ew .ex -b � w Description of work � r1 V to rF(o 1 ,- sv a!C ::,4 #4t n 1 rte lsi equ a tte sc by .N K%r P r- c r r � 1 qtr v,.',,,,. ... - - t_ �Nt�i` '•�±n ... t , � •, Ai z v� COMMERCIAL Y J New Construction )C Interior Improvement AL f Permit , X''''' Install Piping Processed q� h M s Gas Exterior HVAC Unit Under/Above ground Tank ( Install/_Remove) COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value$ 13,lOv x.0"18 $75.00 Underground tank removal, includes State Surcharge =$ Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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 app ) :: *Ian in the case of work which requires a review and approval of plans. Pos E. x / xj4 ppliica , s rinted Name Applicant's Signature �. Sergi est In for Heat Final HVAC K «t k