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2925 West Service RdSITE ADDRESS Unit # Permit # INSPECTION INSPECTOR DATE COMMENTS 77,;! %y H t « i p C4 r+ r.? / y?3C j 0, Z1, c Z,7 to 2 -7 cc Ike Li4g s-,2 o es Oki ??o `7b 14?1//Z 5?/ I't 41 -rj pj V??w INSPECTION INSPECTOR DATE COMMENTS WeM icate of ccc"auc? Mtv of ftem Wcvrtwant of snrbia 3noectioN This Certificate issued pursuant to the requirements of the Uniform Building, Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: We cam COMM/1ND HW& Permit No 27311 S S B Ll 11-H OioaW-y Type Zmin Dimia Type Cana. ONerofawiffig TERMINAL WHSE Ad&vm 1375 TROUTBROOK C1R., ST. PAUL, MN hiding Adbea 2925 WEST SERVICE RD ?j, L3, B1, EAGANDALE CTR 1ND PK #8 Drc POST IN A CONSPICUOUS PLACE INSPECTION RECORD CITY OF 'PAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 41 HO I i tl.>i Nrr 8;'741 *. 041.1 a/96 SITE ADDRESS: : APPLICANT: 101 3 Et 1. hrt+x , . ; 1t '. 1 '?t' RV I ?? F Rfi r: n r? 'tl ! i i.t? f? I PERMIT SUBTYPE: TYPE OF WORK: INSPECTION TYPE .DATE INSPTR. INSPECTION TYPE 1•1101f." I I „rJ DATE INSPTR. 1 N'.111 A 1 I 4114 1 rrllr,ll i h2 f' I V<tr k,rlfrdl 1 N 1111"1 1 1 Nr11 I r rtr, + IHA1 11111 1 1NAt I F l1 J? Permit No. Permit Holder Date Telephone # ELECTRIC o' 5 PLUMBING ?j HVAC .c .?,s 8?-c* Inspection Dots Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING EW PLBG AIR TEST ROUGH HEATING O? O Old GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG / FINAL HTG ORSAT TEST BLDG FINAL 8SMT R.I. Wt DECK FTG - 7411111 - - J dxvz "4ulli? - DECK FINAL - 7 7 { 1 Jet / Al I r#? 7-f -17(o Serial # 06,033/ Chip # o? a /s 969 Div Permit # 0OV V - D 10 Address: o2 5? (i?PSf SFrvice /9ol 1 AGREE TO COMPLY WITHITY OF EAGAN ORDINANCES Signature: . b Serial # 4s a a Chip # o O49?'7c1 Sf l 10 Permit # Address: I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES c Signature: " PR v Serial # / cif S cl Chip # Permit #6 u ?] I 10 Address: ? 2 S U) ? n i C Z Ed 1 AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES Signature: PRV AbL- City of Evan October 13, 2008 Mike Maguire MAYOR Paul Bakken Cyndee Fields Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD w .cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community. Tom Ryan RJ Ryan 1100 Mendota Heights Rd. Mendota Heights, MN 55120 Strategic Warehousing Co., LLC 1190 Eagan Industrial Blvd. Eagan, MN 55121 Re: Landscape Inspection 2925 W Service Rd, Eagan MN 55121 In April of 2000 a $5,000 landscape security deposit was submitted to the City of Eagan in conjunction with issuance of the building permit for construction of the building at the above referenced location. These funds are eligible for release to the depositor at this time. Please note that the property owner continues to be responsible for maintaining the health of all plantings on the property. In accordance with section 11.70 of the Eagan City Code, the property owner must maintain all landscaped areas, and install healthy replacement plants for any plants that die or are removed due to disease. Maintenance shall include removal of litter, dead plant materials, unhealthy or diseased trees, and necessary pruning. An inspection will be conducted by city staff next spring/summer to verify that the condition of the landscaping is acceptable under city code. Thank you for your attention to this matter..If you have any questions, please call me at 651-675-5684 or Planner Sarah Thomas at 651-675-5696. Since ,ely, F Doherty Planning Depart cc: Sarah Thomas, City Planner ?City of Eayn Mike Maguire MAYOR Paul Bakken Cyndee Fields Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community. September 5, 2008 Tom Ryan RJ Ryan 1100 Mendota Heights Rd. Mendota Heights, MN 55120 Re: Landscape Deposit 2925 W Service Rd. Lot 3, Block 1, Eagandale Center Industrial Park Dear Mr. Ryan: In Apri l of 1999 RJ Ryan submitted a $5,000 landscape security deposit to the City in conjunction with issuance of the building permit for construction of the above building at 2925 W Service Rd. managed by Strategic Warehousing Co. LLC. City staff recently conducted a landscape site inspection of the above property. The following is a list of items that appear to not meet city code. For your reference I have included photos of the site taken during the inspection. The trees on the property are in poor condition Shrub beds require regular weed control and trimming maintenance. Within the shrub bed shrubs are missing or dead and need to be replaced. Section 11.70 / 11.60 Landscape Plan Violation / Request for Landscape Inspection Please take action to correct these items yet this year. Upon satisfactory re-inspection next spring/summer, the deposit can then be released. Please note that after the release of your deposit the property owner continues to be responsible for maintaining the health of all plantings on the property. City of Eap Mike Maguire MAYOR Paul Bakken Cyndee Fields Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community. If you have any questions, please call me at 651-675-5684 or Sarah Thomas at 651-675- 5696. Since ly, Fr Doherty Planning Departm nt cc: Property Manager, Strategic Warehousing Co., 1190 Eagan Industrial Blvd. Sarah Thomas, City Planner FIRE SUPPRESSION SYSTEMS Q Permit Application O City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date '??\ / Z? / Site Address: Z ?Z-S?V ACS, \\? o Tenant / Building Name: \?C The Applicant is: Owner x Contractor Other PROPERTY OWNER JAN 2 s ?0.93 ; it Address: v „ i City: Sta Bye,-Zip CONTRACTOR MN License No. Address: ?yZp?e? City: r`???\Q??oQ State: Zip: Phone #: Lv5\-y8`?-S?D'j ESTIMATED COMPLETION DATE: FIRE PERMIT TYPE: l? Sprinkler System (# of heads Z) _ Fire Pump _ Standpipe Other: WORK TYPE: _ New _ Addition Alterations _ Remodel Other: DESCRIPTION OF WORK: Commercial _ Residential Educational Other?s.x?10?1 @- Z- ?`< o? qc?? ??yq . (111?72- _ \Z????) PLEASE COMPLETE REVERSE SIDE PERMIT FEE: Contract Value $ x .01% _ $ S b?Z) Permit Fee • If Permit Fee is $1,000 or less, add $.50 => $ ?JO State Surcharge If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $156.00 $ TOTAL FEE: $50.50 Minimum Fee (includes State Surcharge) $ 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. J r Appl ant's Printed Name Applican Date DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test F-'Ouc, A 11 Trip Pump Test Central Station Final Conditions of Issuance: / Permit Approved by: /? Date: ?_ / So PERMIT CQ055 yq 7 CITY OF EAGAN 4111ql? ?, 3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G Eagan, Minnesota 55122-1897 Permit Number: 027311 (612) 681-4675 Date Issued: 04/18/96 SITE ADDRESS: 2925 WEST SERVICE RD LOT: 3 BLOCK: 1 EAGANDALE CENTER INDUSTRIAL PARK #8 P.I.N.: 10-22507-030-01 DESCRIPTION: (TERMINAL WHSE II) Building,Permit Type COMM./IND. Building Work Type NEW UBC Occupancy S3 S1 B Construction Type II-N Zoning LI Building Length 530 Building Width 148 Building stories 1 Square Feet 78,440 Census Code' 327 STORES G REMARKS: FEE SUMMARY: VALUATION $1,800,000 Base Fee $7,212.25 CITY SAC $1,100.00 Plan Review $4,687.96 S & W PERMIT $100.00 Surcharge $820.00 S & W SURCHARGE $.50 SAC $9,900.00 TREAT MENT PLANT $4,356.00 SAC % 1'00 ROAD UNIT $6,669.25 SAC Units 11 PARK DEDICATION $15,450.00 Subtotal $22,620.21 TRAIL DEDICATION $4,532.00 Total Fee $54,827.96 CONTRACTOR: - Applicant - OWNER: RYAN CONST INC, R J 28664632 TERMINAL WAREHOUSE 6511 CEDAR AVE S 1375 TROUTBROOK CIR MINNEAPOLIS MN 55423 ST PAUL MN 55117 (612) 866-4632 (612)487-1234 I hereby acknowledge that I have read this application and state that the infor ation is correct and agree to comply with all applicable State of Mn. Statut and City of Eagan Ordinances. J APPLICANTEE SIGNA URE hISSUED ega : ANA ?` l dw-%- CITY OF EAGAN ' 1996 BUILDING PERMIT APPLICATION (COMMERCIAL) ??'T111'?• a:V ' 681-4675 The following are required with appropriate certification for all new construction: 2 each: architectural plans; mech. & elec. plans; fire sprinkler plans; structural plans; site plans; landscaping plans; grading/drainagelerosion control plan; utility plan 1 each: set of specifications; set of energy calculations; electrical power 8 lighting form; Special Inspections 8 Testing Schedule Letter from MCNVS (phone #222-8423) indicating SAC determination Code analysis indicating: Codes used; occupancy classifications; setbacks; maximum allowable area as per Building and City Codes along with sq ft. per floor; type of construction (synopsis of construction components) & any occupancy or area separation walls; occupancy loads; exit synopsis with a diagram indicating exiting loads from each room or area, travel paths 8 all rated corridors; plumbing factures; and parking. DATE: L/ DESCRIPTION OF WORK: CONSTRUCTION COST: SITE ADDRESS: BaDd?? STREET p LOT BLOCK SUBD.Af,0,vowi U !? P.I.D. # NEW REMODEL 1 )6' 4'1 ET! 5 ?4,NEn G?IS? /-G,C- PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER a ING --------------- Name: ZIT le VST Street Address. 3 City: ?? ?/ Company: Street Address- City: ` / WORK TYPE TENANT NAME: Phone #: ?f /-1ay?401drg FIRST 1 C-4 C? /r'a rao State: Zip: 104-1 ??i??/51 Phone #: C CcO p1 /V d? ?G ?A1? : 66 ?0 034 b Zip: Company: Name: Street City: State: /`1/2/ 11 Zip: S? 3 U Sewer & water licensed plumber: I hereby acknowledge that I have read this application and state that the information i correct and a r e to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: rirlracc? SY? ? ?0 " ?? Phone #: -I 5Y-ICLII Registration #• OFFICE USE ONLY BUILDING PERMIT TYPE .fie .•"". •,t ? 01 Foundation ? 19 Comm./Ind. Misc. ? 21 Miscellaneous 18 Comm./In d. ? 20 Public Facility WORK TYPE 31 New ? 33 Alterations ? 35 Tenant Finish ? 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft. - MC/WS System (Allowable) 1l-N First Floor sq. ft. 70, y?/o City Water UBC Occupancy sq. ft. Fire Sprinklered Zoning L sq. ft. Census Code %Z7 # of Stories i sq. ft. SAC Code 30 Length sao sq. ft. Census Bldg. i Depth /YS Footprint sq. ft. `70,y-/o Census Unit ?- APPROVALS Planning Building Engineering Variance Permit Fee 7, Ziz, zs 4A Valuation: $ Surcharge 820, oo°/z.zs r?sooxa.?s? Plan Review LkE7.96 MC/WS SAC 9. 9oo.oo -c-- City SAC too .°° E Water Conn. N/9 S/W Permit ioo,o° S/W Surcharge 150 Treatment PI. y,ss6. oo E- 396lf// Road Unit 6,6&5.25r < 6 Z is r s•/r Park Ded. y5o.oo Trails Ded. y, 5'3z.o° Water Qua]. - Other Copies - Total: 5 y 8Z741o S % SAC ` tS SAC Units Meter Size 1_ ?t3 3? 3 z2?/ MEMO city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL C//J ELECTRICAL INSPECTOR -?E? GEN ANOVERS F71Y%1NCE'DI RECTOR° RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR Z-3"13-1 p DATE: 3 // 2/Q?O Sr `) AN?xx L 7/C. Pe. A 95 . b SUBJECT: PLAN REVIEW The __ preliminary X construction plans for are in our plan review section for your review and comment. Please notify the Protective Inspections Division if you have any reason that these plans should not be approved and resolve any problems with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper 'hold' request forth. Comments: Indicate any fees that are to be collected with the building permit: Amount ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No Signature Date PI .i. a - city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR/ DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKSIENGINEERINGIUTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER _ C:GREGG_HOVE, SUPERVISOR OF FORESTRY- FROM: DALE SCHOEPPNER, SENIOR INSPECTOR Z-3, 13- / DATE: 3 // 7-1,?6 ?,lJt; i9NbAr SUBJECT: PLAN REVIEW MEMO c„e. TND. AK Af3 The __ preliminary X construction plans for / ,eloy ozi /`?/r/?Erl?usf are in our plan review section for your review and comment. Please notify the Protective Inspections Division if you have any reason that these plans should not be approved and resolve any problems with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request forth. Comments: Indicate any fees that are to be collected with the building permit: ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes No n .. n landscape security required water quality dedication park dedication trail dedication tree dedication Amo n 3--1k(-R(4 Date plenaev.iaw MEMO city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR 1/ /? DALE WEGLEITNER, FIRE MARSHAL Jf? ?//J ELECTRICAL INSPECTOR G 10 h`I NOV8Fib e-011N"CE CrfOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY n FROM: DALE SCHOEPPNER, SENIOR INSPECTOR 13-1 ./ n DATE: 3/?2/Cfr%p LND. /'?1C AbD• SUBJECT: PLAN REVIEW ? /r The __preliminary construction plans for / Ti,e?l,404 A,14,eLr ea rr are in our plan review section for your review and comment. Please notify the Protective Inspections Division if you have any reason that these plans should not be approved and resolve any problems with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper 'hold' request forth. Comments: Indicate any fees that are to be collected with the building permit: Amount ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No `3 o?a 9>0 Signature Date plar.rw.I" - city of eagan TO: PAT GEAGAN, CHIEF-OF-POLICE JON.HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR, DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY MEMO FROM: DALE SCHOEPPNER, SENIOR INSPECTOR Z-3" ? / DATE: 3112-196 L SQL) ?N?17?? SUBJECT: PLAN REVIEW e,x. Z?vD. nK P Alsa. -7 The_ preliminary construction plans for A,14,exllrufx are in our plan review section for your review and comment. Indicate any fees that are to be collected with the building permit: ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No Signature Amount ? l3 9 Date Gbnwa J. Please notify the Protective Inspections Division if you have any reason that these plans should not be approved and resolve any problems with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper 'hold' request form. - city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR/ PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS CGENE VANOVERBEKE, FINANCE DIRECTOR 1 RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: SUBJECT: PLAN REVIEW MEMO eirg. ,tab. AK ?> Aaa. The ._preliminary construction plans for Eel are in our plan review section for your review and comment. Please notify the Protective Inspections Division if you have any reason that these plans should not be approved and resolve any problems with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold' request forth. Comments: ???G No f?o /Z/, c??ai/ t ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No gnature Amount 3-13-q3 Date Pl .uw Indicate any fees that are to be collected with the building permit: MEMO TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR/ DALE WEGLEITNER, FIRE MARSHAL !//J ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR [MIKE-RIDLEY, -S ENIOR.P_LANNER\ GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR Z-3, 13- / DATE: SUBJECT: PLAN REVIEW r-' e-rA..rWb. P.L. A? The— preliminary Xconstruction plans for / li'Rwm ei /' r,14'e rl'earr are in our plan review section for your review and comment. Please notify the Protective Inspections Division if you have any reason that these plans should not be approved and resolve any problems with the affected parties. It you are requesting that issuance of the building permit be held, please fill out the proper "hold" request forth. Comments: /-Z-; -1 "'4? - &'c??9 tgI@M 2t n ? n iG , 61;E Yes ? No ?/Yes No h? Yes ? No I,J?/ Yes ,.?/ No ? Yes J? No ? Yes ? No e?WA?-l Signature Amount landscape security required water quality dedication ,/? park dedication 5'--x ? /s TJ " trail dedicationS-/SXa 1 tree dedication 'ice ?•? Date plane .i Indicate any fees that are to be collected with the building permit: pAaKit,) ?j?ODF oF?2k?tiC 77 7S qt-lo S• F Zz`y 3?3 (jU,L, ptNV Cam- S,ze - city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERMGUTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY MEMO FROM: DALE SCHOEPPNER, SENIOR INSPECTOR / - 3 , ? / DATE: 3 // 2-IC?6 [? ?,41 AN?A? SUBJECT: PLAN REVIEW A b- The __preliminary X construction plans for are in our plan review section for your review and comment. Please notify the Protective Inspections Division if you have any reason that these plans should not be approved and resolve any problems with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper 'hold' request form. Comments: «- Indicate any fees that are to be collected with the building permit: ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No Amount ?C?Gl 5-1?-?? Signature Date pun+.v t. Metropolitan Council Working for the Region, Planning for the Future Environmental Services RECENED April 1, 1996 APR 0 5 1996 '_Mr. Joe Voels --------------- Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan Council Environmental Services Division determined SAC for the Terminal Warehouse II to be located within the City of Eagan. This project should be charged 11 SAC Units, as determined below. SAC Units Charges: Warehouse 77,380 sq. ft. @ 7000 sq. ft./SAC Unit 11.05 or 11 If you have any questions, call Jodi Edwards at 229-2113. Sincerely, Roge= W. (Jaannz-7 Planner, Municipal Services section Wastewater Services Department RWJ:JLE 960401S7 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Brian Trombley, RJRyan Construction Inc. 230 East Fifth Street St. Paul, Minnesota 55101-1633 (6121 222-8423 Fax 229-2183 TDD/TTY 229-3760 An Equal Opp Mrt W E pta l G 3 1, ?' a9. +. ?. Pk. r?V jfth? city of eagan TO: DALE SCHOEPPNER, SENIOR INSPECTOR DALE WEGLEITNER, FIRE DEPARTMENT BILL AKINS, ELECTRICAL INSPECTOR PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKSIENGINEERING DEPARTMENT DIANE DOWNS, UTILITY BILLING CLERK MIKE RIDLEY, SENIOR PLANNER FROM: BILL BRUESTLE, SENIOR INSPECTOR DATE: ;/9li G SUBJECT: 2ND NOTICE FINAL INSPECTION - lerrv? nw? Wrh5. 1r MEMO The Protective Inspections Department will be performing a final inspection of 0?90?5 Wes-- Svc.. --P8. on A Certificate of Occupancy will be issued following our approval. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person or department requesting the "hold" is responsible for notifying and resolving any problems with the affected parties. V 10f, Senior Inspector %ln 4 WBls 7I?` Ao rvPk rk v FINAL-FM.2ND k?o REQUEST FOR HOLD l? Date: Project name: %6/Z/wid/.4c "t A614r1 Address: Legal description: L?? B Sec/Sub Reason for hold: /`/[[C_ L a `/ Nq L dr S^ 460 0?,(M K?[ Axeo wr Place hold on: Issuance of building permit Certificate of Occupancy Other (please explain) Y.?2 Signature If approved, this "hold" will remain in days. Upon expiration, the hold may fifteen-day periods. The person or "hold" is responsible for notifying and the affected parties. (?I v 5 `. p e * o? effect for fifteen working be renewed for additional department requesting the resolving any problems with .(V Apo A„a G pAN h 4 Nr" /J ig, ?? t I` > ill /J, Is /I Zc7 c, voJQ(e C? Lv . 'pk. - city of eagan TO: DALE SCHOEPPNER, SENIOR INSPECTOR DALE WEGLEITNER, FIRE DEPARTMENT BILL AKINS, ELECTRICAL INSPECTOR PAUL OLSON, SUPERINTENDENT OF PARKS PUBLIC WORKS/ENGINEERING DEPARTMENT DIANE DOWNS, UTILITY BILLING CLERK MIKE RIDLEY, SENIOR PLANNER FROM: BILL BRUESTLE, SENIOR INSPECTOR DATE: (D?,25?910 SUBJECT: FINAL INSPECTION - / erminal ?1/Gre?ouse I? MEMO The,, /Protective Inspections Department will be performinga final inspection of 5 esi SerurGe?yQu on ?j / ?/V A Certificate of Occupancy will be issued following our approval. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person or department requesting the "hold" is responsible for notifying and resolving any problems with the affected parties. Senior Inspector WBrs FINAL-FM.1 ST RELEASE OF HOLD Project Name/Number/Location Legal description: L B Parcel #: ,cie/yU•Vgc , f ?` L Sec/Sub Reason for hold: Release hold on: Issuance of building permit ?C Certificate of Occupancy Other (please explain) RELMOLD.FM LTS/1 MRR„?7 ? 9? 1?? ;59 HRRUN?IKi ERTF-C UCTION INC FAX NQ 6128860398 . P.2 SPECIAL INSPECTION AND TESTING SCHEDULE O'oboumdInaooo fpWtlftha"9uldaeneafarep=WImpfinemandTaattnp'7 nro dNoma TerminalWarehouse11 Protoct Job;p207 Street Address 2826WM8ervloo Road Palma Cay, aww Eagan, minnseote 85121 "all WA Firm: Braun irterteo TAf ? TA: ?tw Flans Braun Intetteo Firm ' s ? f$ Fkm . ' .I Leaved: SM 4 B umurdP,ngtnewdRecord TA . Tcmirfelleald AaOapwd ferth0 Bu6dlnp Dapartmant6lf neenea SPECIAL INSPEOTION SCHEDULE BtMdf roA Ropon AoaWM a.eum. Adds Daso tlm? Fmquancy Firm 1701.8 4.2 Relntor*Q Stew. Pettodla Braun Eng. 1701.5 S High Strength Bolt h Period c Smlm Eng. 17045 2 Cartiflcate Caftftaotor AtOomplagon Febcon 1 THS'11NG SCHEDULE t' BPsoaleatlmf l Repon Anlanod Eamon heole Owodpaon TypealRfe Fnquww Firm MIA 1 Comets Poundatlon TA 1 am/100 cy Brun Eng. 1701.0 13 Qrading 3 PWhg TA W6I Gnu Braun Eng. \? ACKNOWLEDGMENTS ' (Each appropdats ropmaemmmmuatslsn ki alorn: oemm Firm: ; Dale: Ochbaelor. J. Ryan Constructi on Date: AreMaoC Firm: Date: 86Rt FGm: R.J. Ryan Oonstru n Dam: "81: firm: paw: "? Flan:, Sreunlnterlee Data: oaw: 3 7Dow: Dalai S/ 7 Data: oetef F .. II l 09250 Gypsum Drywall • Interior walls constructed of 3 5/8" metal studs 24" o.c. with one layer of 5/8" gypsum board on each side taped and sanded. a4fas.s+aeo ?a A a/ S', • Perimeter walls at office area shall be firred with 1 1/2" metal studs and one layer of 5/8" gypsum. • Perimeter walls will be rocked 6" above finished ceiling. • Wall between office and warehouse area to be metal stud and gypsum board from 9' A.FF to deck. 09300 Ceramic & Quarry Tile • Provide 6' x 6' standard quarry in entry vestibule, g a/lbbby. • Provide 4' ceramic tile wainscot on the restroom wet walls. Tile shall be American Olean standard color groups or equal. • Provide 2'x 2' ceramic floor tile in the restrooms. Tile shall be American Olean standard color groups or equal. 09500 Acoustical Ceiling • Provide 2500 s.f. of a 2' revalededge acoustical ceiling tile set in a 15/16" white metal grid suspension system throughout office area. 09680 Carpeting/Vinyl Composition Tile/Tile • Provide an allowance of $3,500 for office area flooring, base and labor. 09900 Painting • All gypsum walls within the office areas shall receive paint. • All hollow metal doors and frames shall be painted. • All wood doors and window sills shall be stained, sanded, sealed and varnished. • Exterior precast surfaces remain unpainted. 0 -?Aalcl 4 f 4jXU-I to/s/`i l ovfns f1!Mo'. 1"'V004 10800 Toilet Partitions/Accessories • Provide floor mounted metal, headrail braced toilet partitions and urinal screens in restrooms. Colors shall be selected from manufacturer3 S/?p Ca/oa.r • Provide the following toilet accessories: Soap dispensers. Toilet paper holders. Grab bars. 11870 Loading Dock Equipment • Loading dock equipment is not included in the base bid and is listed as an alternate to this proposal. B RAU N'm INTERTEC July 2, 1996 Terminal Warehouse Company c/o Mr. Tom Ryan R.J. Ryan Construction 6511 Cedar Avenue South Minneapolis, MN 55423 Dear Mr. Ryan: Braun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124.8520 612-431-4493 Fax: 431-3084 Engineers and Scientists Serving the Built and Natural Environments Project BODX-96-076C Re: Summary Report for Construction Testing Services and Special Inspections, Terminal Warehouse Building 11, 2925 West Service Road, Eagan, Minnesota As authorized by Mr. Paul Hein of R.J. Ryan Company on April 22, 1996, we have conducted construction testing services and special inspections for the Terminal Warehouse Building 11. This report provides a summary of our services. Background Information Braun Intertec Corporation (Braun Intertec) performed a geotechnical evaluation for the facility. The results were submitted in our report dated May 25, 1995, Braun Intertec project BODX-95-033. We were provided with a "Utility, Grading, Drainage and Erosion Control Plan" dated February 22, 1996, last revised April 18, 1996, prepared by Development Engineering, PA, and a "Footing and Foundation Plan" dated February 20, 1996, prepared by Lampert Architects. Proposed Construction The proposed office/warehouse building will measure approximately 101,600 square feet in plan dimension. The building is a one-level, slab-on-grade structure with precast concrete wall panels and a structural steel frame. Finish floor elevation will be at 900 feet. The building will be supported by typical spread footings with an assumed soil bearing pressure of up to 3,000 pounds per square foot (psf). Associated with the building will be bituminous drive and parking areas and underground utilities. Excavation Observations The excavation observations were conducted by a senior engineering assistant from April 23 to April 29, 1996. The excavation observations consisted of observing the soils exposed in the bottom and sidewalls of the excavation. Test pit observations were also performed through the existing fill soils into the natural soils in the excavation bottom. The approximate Terminal Warehouse Company c/o R.J. Ryan Construction Project BODX-96-076C July 2, 1996 Page 2 density or consistency of the soils encountered was estimated by judging the force required to advance random, shallow (about 1 to 3 feet deep) hand auger probes. Soil classifications were determined by examining the hand auger probe cuttings. When arrived on site, the excavating contractor, Steininger Excavating, had stripped the entire site of approximately 1 foot of topsoil with a dozer. The north end of the building was primarily cut-to-grade and the south end of the building required approximately 2 to 5 feet of engineered fill to establish grade. Approximately 2 to 3 feet of existing fill was encountered in the south end of the building. The existing fill consisted mainly of silty sand. The bottom of the excavation ranged from approximate elevation 892 in the southeast corner to approximate elevation 898 at the northwest corner of the proposed building. See the attached sketch which shows the approximate bottom of excavation elevations and excavation limits. The soils encountered in the excavation bottoms primarily consisted of 0 to 1 foot of silty sand and sandy silt (south end) that was judged to be in a medium dense condition overlying poorly graded sand with gravel that was judged to be in a medium dense condition. The excavation for the building was oversized to provide at least a 1H:1V (1 horizontal : 1 vertical) slope from bottom of excavation elevation to finished grade. On April 25 through 29, 1996, excavation observations were performed in the soils encountered in the bottom of the perimeter footing trenches. The soils primarily consisted of poorly graded sand with gravel that was judged to be in a medium dense condition. The exception to this was at the southeast comer where approximately 0 to 1 foot of silty sand and sandy silt that was judged to be in a medium dense condition was encountered overlying poorly graded sand with gravel that was judged to be in a medium dense condition. Compaction Tests Compaction tests were performed in the engineered fill placed to establish building subgrade, utility trench backfill and wall backfill. A total of 31 compaction tests were performed and all tests met or exceeded the minimum density requirements of 95 or 98 percent of standard Proctor density (ASTM D 698). The compaction tests and Proctor curves were previously << submitted ane a cr to s r rt? j A??r? Wl ?? 2oc??A ' UP "q^rS Reinforcing Observations (0[29(17 U Prior to placement of the footing concrete, observations of the transverse reinforcement in the footing pads were performed. Based on our observations, the reinforcing was placed in general accordance with the available plans and specifications. A Special Inspector Daily Report was left on site in the job trailer after each of our observations. Terminal Warehouse Company c/o R.J. Ryan Construction Project BODX-96-076C July 2, 1996 Page 3 Concrete Testing Concrete testing was performed on the footing and floor slab concrete. For the footing concrete, the compression test cylinders (set numbers 1 through 5) were cast by the contractor, Serice, Inc. The compression test results for the footing concrete exceeded the 28-day strength requirement. The floor slab concrete was tested by Braun Intertec. The 7-day compression test results (set numbers 6 through 15) of the slab-on-grade concrete indicate that the 28-day strength requirement will likely be met. The compression test results were previously submitted and a to this rt. Structural Steel Observations f„a6L--"J ??AY Structural steel observations were performed on May 16, 1996. The observations consisted of visual weld examinations and bolting observations. The welds and bolts observed were acceptable. The results of the structural steel observations were summarize 'n our report dated June 3, 1996, which was previously submitted and i ch to this r o Pavement Subgrade Observations 7 AQGNt J£Tj v/ Qo?t t -up On June 25, 1996, observations were made of the subgrade soils in the pavement areas. The soils at subgrade primarily consisted of poorly graded sand with silt and gravel. No excessive deflection or rutting was observed as construction traffic drove over the pavement areas. Summary ?t Based on the results of our soil borings, test pit observations, excavation observations and o hand auger probes, it is our opinion the soils encountered in the excavation bottoms are suitable for building and pavement support. Based on the results of our compaction tests, it appears the engineered fill placed is suitable for building and pavement support. Based on the results of our reinforcing observations, the transverse reinforcement for the footing pads was placed in general accordance with the available plans and specifications. Based on the results of our concrete tests, it appears the footing concrete has met the 28-day strength requirement and the 7-day tests indicate the floor slab concrete will likely meet the 28-day strength requirement. Based on the results of our structural steel observations, the welds and bolts observed were found acceptable. Terminal Warehouse Company c/o R.J. Ryan Construction Project BODX-96-076C July 2, 1996 Page 4 General Remarks Services performed by the geotechnical and material engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty, expressed or implied, is made. It has been a pleasure providing these services for you. If you have any questions regarding this report, please call Dave Youngstrom at (612) 431-4493 or John Carlson at (612) 942- 1783. Sincerely, David T. Youngstt Senior Engineering Professional Certification: I hereby certify that this report was prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. John T. Carlson, PE Senior Engineer Registration Number: 20663 Attachments: Sketch Report of Field Compaction Tests, Reports 1 through 6 Proctor Curve P-1 Compressive Test of Concrete Cylinders, Set Numbers 1 through 14 Structural Steel Nondestructive Examination Report c: Building Inspection Department; City of Eagan dty/jtc:r1M96076c\rpt FABRICATED CONCRETE STRUCTURES July 3, 1996 Tom Ryan R.J. Ryan Construction 6511 Cedar Avenue South Minneapolis, MN 55423 re: Terminal Warehouse No. 2 Fabcon Job No.: 3660 Dear Mr. Rvan: Pursuant to your request, I am providing a letter to serve as a certificate of compliance for the manufacture of the precast concrete which has been installed at the Terminal warehouse project site. Section 1701.7 of the 1994 edition of the Uniform Building Code states that special inspections are not required when work is performed on the premises of a fabricator registered and approved by the building official. To provide documentation of this fact, I have enclosed a copy of a letter of confirmation from the Precast Concrete Institute that Fabcon, Inc. is a member in good standing of the PCI Plant Certification Program. You will note that the PCI Plant Certification program is recognized by the ICBO. The Plant Certification Program requires the maintaining of inspection records for all concrete pours. These inspections are performed by Fabcon's Quality control staff and the records are kept indefinitely. The precast concrete provided for this project by Fabcon was manufactured in accordance with the approved plans and specifications. If you have any questions, or require any additional information, please do not hesitate to call. Sincerely, Fabcon, Incorporated Paul Kourajian, P.E. Director of Engineering THE FABCON COMPANIES MINNEAPOLIS ManuhactunnglSales Fabcon, Incorporated 6111 West Highway 13 Savage, Minnesota 55378 (800) 7274444 (612) 690-4444 (612) 890-6657 Fax MINNEAPOLIS- Fabcon Joint Venture, LLC 6111 West Highway 13 Savage, Minnesota 55378 (800) 727-4444 (612) M-4444 (612) 890-6657 Fax CHICAGO Sales Fabcon, Incorporated Suite 195 650 East Devon Itasca, Illinois 60143 (600) 673-4434 (708) 773-4441 (708) 773-3425 Fax COLUMBUS Manu(actunngiSa/as Fabcon,LLC 3400 Jackson Pike PO Box 475 Grove City, Ohio 43123 (800) 90&8601 (614) 875-8601 (614) 875-0474 Fax INDIANAPOLIS ManWaclunng Fabcon, LLC 17701 Springmill Road Westfield, Indiana 46074 (317) 896-2556 (317) 896 9505 Fat INDIANAPOLIS Sales Fabcon,LLC Suite 206 11405 N. Pennsylvania St. Carmel, Indiana 46032 (800) 954-4444 (317) 580-9544 (317) 580.1984 Fax V PRECAST/PRESTRESSED CONCRETE INSTITUTE 175 West Jackson Boulevard Chicago. Illinois 60604-M3 Phone 312-786-0300 Fax 312.786-0353 January 9, 1995 To Whom It May Concern: This letter confirms that Fabcon Incorporated of Savage, ,Minnesota, is a member in good standing of the Precast/Prestressed Concrete Institute and is certified in the PCI Plant Certification Program as a producer of precast/prestressed concrete in product group and category C4. Certified plants undergo at least two unannounced audits annually while new participants undergo three audits during the first year. Mandatory compliance to nationally recognized standards is necessary to attain and hold certification. A team of specially trained engineers from an independent consulting engineering firm, conducts these audits on behalf of PCI. The PCI Plant Certification Program was begun in 1967. It is a requirement of many Federal and State Agencies. PCI is recognized as an approved quality assurance inspection agency by the Council of American Building Officials (CABO) which is comprised of the three model codes: BOCA, ICBO and SBCCI. Please do contact us for more information. Submitted by, INSTITUTE Dick, Director of ition Programs JSD/mm (A22810) FOR THE ADVANCEMENT OF THE DESIGN, MANUFACTURE AND USE OF PRECAST/PRESTRESSED CONCRETE A a TRANSPORT, INC. terminal WAREHOUSE COMPANY, INC. April 3, 1996 City of. Eagan Attn: Joe Voels 3830 Pilot'Knob Road Eagan, MN. 55122-1897 1375 Trout Brook Circle P.O. Box 17280 St. Paul, MN 55117-0280 Phone(612)487-1234 FAX (612) 487-3B22 Per our discussion, Terminal Warehouse Company has not marketed its new facility as having indoor vehicle storage of maintenance. The drive-in door will be used for van and non-standard dock size deliveries only. We will monitor this effort with our tenant and we will post the area as "No Indoor Vehicle Storage" and "No Overnight Parking of Vehicles." If you have any further questions, please do not hesitate to call. Sincerely, TERMINAL WAREHOUSE B vent C`o ney President BC/vw cc: Tom Ryan COMPANY, INC. 0I0 1 t, ?S? I P 1? l b ? v o< ??ti c.°?P ac F. ti` Lam. OC Vy 4? G12 681 4300 04/03/96 12:20 EAGAN MTCE PAC 4 CITY HALL-DNSTRS APR- 3-96 WED 11:19 6128660390 RJ RYAN CONSTRUCTION INC FAX NO. 6128660390 w? vac •er saz3 TMMINAL TUNapr terrranm TRANM kORT, INC. WAREHOUSE COMPANY, INC. dale ?p' April 3, 1996 City of Hagan Attn:."M-ANAA. 1 S 3830 Pilot Knob Road Eagan, MN. $6122-1897 1yGR P. 02 wool I 1376 Trout260Wt C4,1. P.O. Box 17 SP- POW- MN 05117-0200 Phone (0131487.1236 FAX (012) 407.3622 Per our discussion, Terminal Warehouse its new facili Coatpany has not marketed facility ss having indoor vehicle storage of maintenance. The drive-in door will be 'used for van an a d del non-standard dock site ies only. We will monitor this effort with our tenant and we will Post the, area as "No Indoor Vehicle Storage" and "Nd Overnight Parking of Vehicles.- If You have anY further questions, Please do not hesitate to call. Sincerely, TERMINAL NAREffoUgg COMPANY. INC. a9b 8 nt Co tneY President N0.545 P002/002 SC/vw 04/03/96 12:20 R- 3-96 WED 11:19 612 681 4300 EAGAN MTCE FAC 4 CITY HALL-DNSTRS N0.545 P001/002 6128b 390 RJ RYAN CONSTRUCTION INC FAX NO. 6128660390 P.01 JRyan Construction, Inc. 6511 Cedar Avenue South • Minneapolis, Minnesotp 56423 (612) 800.4632 • Peg 856.0300 4131va D to To: Prom: r w ^ Project: t-C r,...,_._ l n: Total Pages (Including Cover Page): Z= Illumination Budget- Calculation Summary Building Address: T?`Q 1 ?F?L TLC/O 2 y2 5 Lu rs l- ?5'M V_7-e'6,- 7e r.-r/ Designer Name or firm: /71 i 0' .caV L fc 7'o_!' . ?=7'tlL Phone: 6/2 'S? 7 8 6 8 z f? Please Type or PdnV This worksheet is Intended to determine compliance with Minnesota Energy Code Part 7670.0800 using the prescriptive Interior Lighting Power Allowance method. It Total B < Total A, then the building is in compliance. I hereby certify that to the best of my knowledge, I have designed this Illumination system to conform with the requirements of the Minnesota State Energy Code. Designer11V?SL? L. Mal, M* avs _. Minnesota Energy Code Lighting Standards PERFORMANCE PROCEDURE Sheet 1 Interior LWWng Power Allowance (ILPA) name: 2 i•?m i ri a./ ?•Tc/O . Street Ad #esa 2 .5 i•t1 ?s'f ?S e ru i <c ?c Date ? / 9 C&wo mg form Inte Area No. Areeiecmty Category nee rior • • Power • Roan ca" U* Powea Area (" to Hdght m Denfy mi" to x (wrAFCata) (cm (L") company / C >. Fwar Area Area Llghfing Pow•r (tq ft) It Feewr Budget (want) (A) (AF) LPB.(LMxAxAM e) ?B•? ? x x ?. = 6 r rS, x 3 Q 331 . 05 x 33/ x /6.6' I t z - K x = z z - I X x = x x = A x = x x - x x = I X x - X1 )( = x x = x . x = Urdisted space 0.2' z x = ILPA = Total of LPBs: b/S. wa f.!ro. tN.:x. rt Fubpc Sarvke 5194 Minnesota Energy Code Lighting Standards PERFORMANCE PROCEDURE Sheet 2 Connected UghW g Power (CLP) and Adjusted t. omng Power (ALP) ;Fixture 14h X n description Number of wan: per bafgnt a fanV) lxhm :Mp n x ne: Lightinig Power Co use Q* Connesee Control fro. power Type CLP ntrol Credits (LPCC) eppkame . a ftwm Power LPCC ed ughti w! caroms Adj. Faa Power (ALP) N CLP - LPCC 4F 2 Le 02,3 ... X x X 1 x _ s V-6 ?2B Vdr ?. / C- P Y" r"K S ,L ,1 Lr+f/ . o yyO V O ? Q X ' X X X X - I X X 1 X x X n X Tot al ALP: q f •S60 Total ILPA from S heet 1: 98 6/5 .• Mad. papl of Pubic s.mc. fue. Minnesota Energy Code Lighting Standards EXTERIOR LIGHTING POWER ALLOWANCE (ELPA) tAW. Oepl d Putae iSiVIO 6,8. - - Job Name: l Address- Date: 9 jY_ ?FRMJAJl4 ??uu 925 ltlas" Ser?,'?P R? ' . P cort+pleting lam : D01APBer A r v ? U^J?a k ?- r- ?s - f /1 ?GEcT Area a U Number of w att per Exterior area description le QM Demtq - ELPA Fixture description axture x fixture CLP I A beaaA S tamp) (M M S A? 15A 9 a/ '71 z z - x z x x z z x x z X X x x x T x z x x Total ELPA: 40 92, . -. Cw: - • T l Minnesota Energy Code Lighting Standards PRESCRIPTIVE PROCEDURE Intartor 1 inh ma Power Allowance (IL-PA) ------ - SRO AddreW Darr P«:arrCWv&G*,gI m, Tdrx r v lnt=-.,ior Lighting PPower Ai!oviance (ILPA) calculation Gross Lighted Unit Lighting Interior LSgi&g Area (sgft) PowerAOowarim PowerAtiowance Gt(A x ULPA ILPA x . 3 lto% 4L Tos zc E 085 x 11 'U _ x 3. x = Total ILPA. Connected Lighting Power (CLP) calculation Fodure description Fixture (r of fcdures connected Area Description (ba8ost & lamp) watts x of ft We a Lightirig Power CLP -QR lz G? FiA1 440 r°' 9.,P,5 45? x Ism: x 19 le. x a x a x a x = x - x = x - x a - Total CLP: 24 5049 iNna, or vuwe Servke stet ' rjkk R IRyan Construction, Inc. 6511 Cedar Avenue South • Minneapolis, Minnesota 55423 • (612) 866-4632 • Fax 866-0390 March 5, 1996 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Attn: Joe Voels Re: Terminal Warehouse II 2925 West Service Road, Eagan Dear Joe: Enclosed with this application for a building permit please find plans for the Terminal Warehouse II facility we propose to construct on West Service Road. Aside from the physical size (78,440 square feet versus 101,600 square feet at Terminal 1) the buildings are identical. Both structures are the Type II construction. Both buildings are 30' 6" clear to the underside of the structural steel. Both facilities are public warehouses designed for piled storage. Please consider using the Fire Risk Assessment report prepared by Mountainstar Enterprises dated September 6, 1995, as a basis for your analysis of this new facility. Mountainstar has told us that it would cost $3,000.00 to update the report for the new facility and we are unable to determine what new information the report will provide. As in the first facility, we propose to install an ESFR sprinkler system and provide a minimum of 1.6 air changes per hour through powered roof exhaust, controlled from the fire room. Thank you for your help in this matter. If you have any questions, or need additional information, please don't hesitate to call. Sincerely, J. RYAN CONSTRUCTION, INC. TR:jv om yan B:TR-TER34 An Equal Opportunity Employer ENERGY CODE ANALYSIS T QftavuAc? WAIM11011SE Cgms.Wall Area 44,474-8 Sq. Ft. x X3 U = 1 0, Zg Z Gross Roof Area 78, 44o Sq. Ft. x . 6 4S U = 3 $30 TOTAL Sq. Ft. x U a ZZ ACTUAL CONSTRUCTION SQ. FT. X U 1. Single Glass 0 ' Sq. Ft. x U = .0- 2. Double Glass Z ZZ Sq. Ft. x • SJc U = 7.2 - 3. Triple Glass Sq. Ft. x U = 0 4. Door - H.M. Type 1 lOs Sq. Ft. x . ZS U = sa O.H. Type 2 (b *0 Sq. Ft. x . its U = 1400 Type 3 ? O. Sq. Ft. x U= - O W 5. Net Wall - Type 1 Sq. Ft. x • 0740 U = 3327 Type 2 D ' Sq. Ft. x U = Type 3 Sq. Ft. x U = TOTAL ?'74$ Sq. Ft. 6. Skylight - O Sq. Ft. x U = 7. Net Roof - Type 1 78,440 Sq. Ft. x .044-5 U = 3 S-No Type 2 -0 , Sq. Ft. x U = _ O Actual Construction U x Sq. Ft. is Less Than Code Requirements ENERGY TOTAL Sq. Ft. x U 7 f g7 I hereby certify that thia Ian, apecifioatlon or reportwas prepared by ma or under m rvi ' t I am a duly Regietered Engineer un ha law th ete a} Inneaota. Date Reg, No. 9573 / OFFICE USE ONLY J L ?? BL/J Ln /? d RECEIPT #: / a SUBD. ((J . DATE: 1???/9LO 1996 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for. P all commercial/industrial buildings. multi-family buildings when separate permits are nQS required for each dwelling unit. DATE: 12Y??G CONTRACT PRICE: 6? Oar WORK TYPE: ? NEW CONSTRUCTION ADD ON REPAIR / DESCRIPTION OF WORK: />ff?°Gh?S d F??f v?G $gh,fv/?i ?' IS WATER METER REQUIRED?YES _ NO. IF SO, PLEASE PROVIDE THE FOLLOWING: WATER FLOW: GPM. ARE FLUSHOMETERS TO BE INSTALLED? _ YES?CNO. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE. WILL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM? YES NO. IF SO, YOU MUST APPLY FOR A SEPARATE U.G. SPRINKLER PERMIT. FEE: $25.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per $1,000 of permit fee due on all permits. CONTRACT PRICE x 1% 2G u STATE SURCHARGE TOTAL 2 G 0, S`G SITE ADDRESS: 2-'9"2 5 Gci e- 57" Y-e-ry/6r GPvoce TENANT NAME: = STE. # OWNER NAME: INSTALLER: /j- l i CP 19 -c. 177 ADDRESS: 73 d /t?UY /6`01-7`L CITY: ???Gfi/cr c / ?iGh STATE: Z/IP_: PHONE #: /L Y-2 ? YG SIGNATURE: APPLICANT OFFICE USE ONLY METER SIZE: DATE: INSPECTOR: ?) ?? CITY USE ONLY L BL RECEIPT #: SUBD. DATE: 1996 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit FIXTURES EACH t14. TOTAL Shower 3.00 x = Water Closet 3.00 x = Bath Tub 3.00 x = Lavatory 3.00 x = Kitchen Sink 3.00 x = Laundry Tray 3.00 x = Hot Tub/Spa 3.00 x = Water Heater 3.00 x = Floor Drain 3.00 x = Gas Piping Outlet ` minimum - t 3.00 x = Rough Openings 1.50 x = Water Softener 5.00 x = Private Disposal ` Dakota Cty. license 50.00 = (new and refurbished systems) U.G. Sprinkler' home under const. 3.00 = Alterations ` to existing 20.00 = Water Turn Around 20.00 STATE SURCHARGE .50 TOTAL SITE ADDRESS: OWNER NAME: INSTALLER NAME: STREET ADDRESS: CITY: STATE: ZIP: PHONE #: ( V CITY USE ONLY p? L s BL RECEIPT #: S?` SUED. DATE: 5/9 _ 1996 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 65122 (612)681.4675 Please complete for: ? all commercial/industrial buildings. multi-family buildings when separate permits are = required for each dwelling unit. DXrE: 500 CONTRACT PRICE: WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT ?? - ??? T B? /lea rea S . DESCRIPTION OF WORK: FEES: ? $25.00 minimum fee ru 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of pgrind fee due on all permits. CONTRACT PRICE x 1% 3 150 PROCESSED PIPING STATE SURCHARGE TOTAL s-(2 ?ITF_ ADDRESS: OWNER NAME: TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER ADDRESS: PHONE#: CITY: STATE: ZIP. SIGNATURE: T OF PERMITTEE CITY INSPECTOR CITY USE ONLY L BL RECEIPT #: SUED. DATE: 1996 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: single family dwellings ? townhomes and condos when permits are required for each unit New construction Add-on furnace Add-on air conditioning Add-on air exchanger, i.e. Vanee system, etc. Date: F ? Minimum Fee: Add-on/Remodel (existing residence only) $ 20.00 ? HVAC: 0-100 M BTU 24.00 Additional 50 M BTU 6.00 Gas Outlets (minimum of 1 required @ $3.00 each) ? State Surcharge .50 TOTAL SITE ADDRESS OWNER NAME: PHONE #: INSTALLER NAME- STREET ADDRESS: CITY: STATE: ZIP: PHONE #: ( ) LOT ? BLOCK L SUBD. & m_? e"- RECEIPT # W&90 DATE 940 1996 CITY OF EAGAN IRRIGATION PERMIT (FOR BACKFLOW PREVENTER) COMMERCIAL IN TALLATIONS: FORM MUST BE COMPLETED BY LICENSED PLUMBER Date: 7 1, Commercial Residential (boulevards) Existing residential GPM 3 GPM Area/address to be irrigated: d Q 5^ ll? 5 SG u ?7< < G ??? Installer: _ 13 Y kf 66- 1? / /w wb r a s Owner ? Plumber Street address: 9 6 2.3 City, state & zip code: 9N_ o 4, 6. klt 31-t.2y-Phone #: ?/ z V -.26 elG Owner Name- 4 & A, - Street address: City, state & zip code: Irrigation contractor, if different than installer: Telephone #: Phone #: 1 hereby acknowledge that 1 have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement. 4; ? Applicant's ignature Approved by: PRV ? Yes ? No New service Meter Size & Cost Title Date: ? Yes ? No Fees due: 'Woe) Calculated by: Pyig 920 PROCEDURE FOR IRRIGATION SYSTEMS - 1996 An irrigation permit is required - please contact Protective Inspections at 681-4675. Fees Commercial project: $25.50 irrigation permit to cover installation of backflow preventer. $50.50 water permit fee only if new service is installed. $300.00 per tap if installed by City. Residential project: $20.50 irrigation permit to cover installation of backflow preventer. $50.50 water permit fee if new service is installed. $760.00 per connection - WAC. $396.00 per connection - water treatment facility. Existing residence: $20.50 irrigation permit to cover installation of backflow preventer - (not required if backflow preventer previously installed). Meter charge: If gallons per minute are less than 25, a 1" meter will be required at a cost of $182.00. If gallons per minute are more than 25, a 2" turbo with strainer will be required at a cost of $822.00. This information is to be supplied by the designer of the system. No meter will be sold before all sewer and water inspections are complete on anew service. If new service lines are not required, one check maybe written for meter and permit costs. Receipt will be coded to 20-3716 (meter portion only) with pink copy forwarded to Utility Billing Clerk. The installer is to contact Protective Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Public Works Department may be reached at 6814300 for water tum-on and set and seal of the meter. Inspection hours are 8:30 a.m. to 3:30 p.m. Monday through Friday. Requests for A.M. inspections should be made on the preceding work day. Requests for PM inspections will be accepted until 12:00 noon. W RECEIPT 6 Gl 93 / CEIPT DATE TO JOB OW H PLEASE ELECTR3 SHORTAC REMARKS I a: ??1 -??-yam DATE 0 to 30 amp. circuits= -ZOP!% zf? ? 31 to 100 amp. circuits- 0 to 100 amp s-- -e= 7 ati / u / 101 to 200 amp. TOTAL FEE DUE= S Of,?G RETURN A COPY OF THIS FORM WITH REMITTANCE. I-Up,'a!i-- ly- uv PERMII# ? q/? -?? o ORIG. RECEIPTS 5 7 C/' 2 RECEIPT DATE 7d' -??' Contract No' Project No:'' - - <,- Submittal-Date:- "7L- 2-7 -- . city of aagan CITY OF EAGAN SEWER 6 WATER PERMIT RELEASE FORM i ' PROJECT"DESCRIPTION: 'r Substantiate Completion of Sewer & Water ?7?N? l?'?? 77J ?_lC, X18% s? 9t jai ,??;??""'? •'r'•, Date of Occurrence c n?^'STEP 'I'i? `PERMISSION TO HOOK UP +SANITARY SEWER WATER MAIN Lines,:Lamped and Acceptable Deflection Mandrel Test Passed 'Manhole' Structures Properly .Constructed (cstg. & cover, rings, cone,' l ft. sections, final rim setting,',&,build and invert) -Infiltration Test SERVICES _ Properly Chlorinated & Flushed Entire System Pressure Tested Entire System Conductivity Tested _ All Valve Boxes Accessible, straight & keyed i All Valves Opened or Closed as Approp. Bacteria test completed All Wye Locations confirmed All Curb Boxes Exposed, Set to Proper Grade &'Marked w/Fence Post Required Serv c Risers Televised COMMENTS- To e; '7TO e/o-,0,1 .C 63Y_ / ? 7V 6r'K STEP II: FULL S PERMIT (OCCUPANCY) STORM SEWER - Lines Lamped & Acceptable CB Structures Properly Constructed (cstg & cover, rings, 1 ft. section, invert, final cstg, setting & build, DL-DR correctly set rings & cstg. set in full bed of mortar) Aprons, Dissipators & Rip Rap properly installed COMMENTS: STREETS Material Tests Checked & Passed (Conc. compressive strength & Air Content, Bitum. Extacc & gradation, gravel base gradation). Utility Structures & Lines Clear & Free of Debris & Gravel (Gate Valves keyed) RECOMMENDATIONi I herein verify that the tests and inspections indicated above have been successfully completed. Any deviations or exceptions are described in my comments. With this considered I recommend that permission to hook up or permission for occupancy be granted as appropriate to the above indications. Signed Project In for Confirmed by: Public Works A partment up4 icA.tmrpu ru CITY OF EAGAN CASHIER: JS TERMINAL N0: 107 DATE;, 07/08/96 TIME: 15:57:49 !D,. NAME: HREDAHL FLDG 3212 9001, 2925.14 SERVICE 2155 9001 2925 W SERVICE 3716 9220 2925 W SERVICE 3716 9220 2925 W SERVICE 25.00 0.50 822.00 151.00 Total. Receipt Armin+,: 398.50 CR060b30 USER ID: JAN t CITY OF EAGAN CASHIER: UK TERMINAL NO: 88 LATE: 06/03/96 TIME: 13:32:01 ID" NAME: NATIONAL SPRINKLER Vi6 9220 3/4' FIRE METER 150.00 Total Receipt Amount: 050.00 CRO578i3 USER ID: DEANNA i A C 45 - - - - - - - - - - - - - - - - - For Office Use City of Eaau Permit 5-D 6D Permit Fee:' 3830 Pilot Knob Road C-. Eagan MN 55122 Date Received: Phone: (651) 675-5675 e7 Fax: (651) 675-5694 Staff: - - - - - - - - - - - - - - - - 2009 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: Site Address: 25 Tenant: d Suite PROPERTY OWNER Name: Phone: Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: IJC ' C~ f /Y°Lt(~ / Construction Cost: $OC~ c Estimated Completion Date: 6 /,J4 CONTRACTOR Name: ' License co Address: 3c / l fos` 7 r City: Stater Zip: Phone: LX9, y3~,r l I Contact Person: U~`~ b I FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads 3 New Fire Pump Addition Standpipe Alterations Remodel Other: Other: DESCRIPTION OF WORK: ommercial Residential Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ x 1% = $ 0 . QC) 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 = $ .o State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). $ 63 . 5V 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 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 accordan a with the approved plan in the case of work which requires a review and approval of plans. x Applicant's Printed Name nt' ignature t { FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Reviewed,, Date: / Use BLUE or BLACK In )11,1.0 r For Office Use (,P�,� City of Ea ai! ,()1 Permit#: /&/0/l"/ j w10h' 3830 Pilot Knob Road Permit Fee: % 7'r� Eagan MN 55122 Date Received: � 'a l/l b Phone:(651)675-5675 ` \a'' l Fax:(651)675-5694 IQ �n�7 Staff: -' ® ,/ L 2016 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 1 l4 c1 / ()I 6 Site Address: 1'—'S ` )e s 1 SQ.(vi C 0 R 0 c () q.14 Gl y, , OA N SS I ( Tenant: S -1cAP3( C \„�CO.Q\\UJS(i/N LLC Suite#: #1f t( Name: S�rck--c ct i ( G f P O V 51 r1 Phone: 10 c-I -'-(0 .--- 19-6-0 ,` Address 1 City I Zip: 1 Ci 0 4• '4v, I V‘ 0 U k I R o Cf J Name: l C(c'��(ir '\ecfl re,T1 License#: ill C)61 3311—i Address: R )-o - l 6 4,Inv 1\-)o iCity: PI A ifin UJ State: tMN Zip: 'SHL(( Phone: �63 59 - %$ls� Contact: I KQ G) (►�Q Email: IM I,(,P U,J p (4-WW(- ce cne . Cb w 6 New Replacement )( Additional Alteration Demolition Type of 1� , Description of work: V\S 11(1 ) RT"U S 'E" tif,mounted an gr t t +unt mechanicall lrequired .fit + 'y " Com..p ��1tttteb� ` xN :.. ,..:.: ,...; a:. . ..,ii'''',.---'-'''..,:'';:-''-::':'::'-'::;'''-';;:::;:'-:',f',.,,. .. .... ........ .<„-,.«. RESIDENTIAL COMMERCIAL Furnace New Construction _Interior Improvement Ty _Air Conditioner Install Piping -/Processed Air Exchanger Gas )(Exterior HVAC Unit Heat Pump Under/Above ground Tank ( Install/_Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$ (20,Lr)-S- x.01 $60.00 Permit Fee Minimum r $75.00 Underground tank installation/removal, includes State Surcharge .$ ColLac Permit Fee ( Surcharge=Contract Value x$0.0005 -$ 0 Surcharge If the project valuation is over$1 million,please call for Surcharge =$ 6141. L(6 TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x (VJ1 ( UCC,fr\O x iL4j,uLJ ?i( Ji,& jp Applicant's Printed Name Applicant's Signature �� ... ... R `e ',t ` �r1cee In l HVAS /LA07q1- Performance Summary For RTU-1,2,3 Project: Strategic Warehousing 11/16/2016 Prepared By: Sales Engineer 06:33PM Part Number:50TC-D16K2A6-6W0A0 ARI EER• 11.00 IEER: 11.5 Base Unit Dimensions Unit Length: __ 115.9 in Unit Width: __ 63.4 in Unit Height: 57.4 in Operating Weight Base Unit Weight 1305 lb Condensate Overflow Switch and RA Smoke Detectors: 10 lb Medium Static Option (Belt Drive): 45 lb Enthalpy Ultra Low Leak Econo w/Baro Relief: 103 lb Total Operating Weight: 1463 lb Unit Unit Voltage-Phase-Hertz: 460-3-60 Air Discharge: Vertical Fan Drive Type: Belt Actual Airflow: 7500 CFM Site Altitude: 0 ft Cooling Performance Condenser Entering Air DB: 95.0 F Evaporator Entering Air DB: 65.0 F Evaporator Entering Air WB: _ 56.0 F Entering Air Enthalpy 23.74 BTU/lb Evaporator Leaving Air DB: 51.2 F Evaporator Leaving Air WB: 46.7 F Evaporator Leaving Air Enthalpy: 18.51 BTU/lb Gross Cooling Capacity: 176.49 MBH Gross Sensible Capacity: 111.66 MBH Compressor Power Input: 13.51 kW Coil Bypass Factor: _ 0.467 Supply Fan External Static Pressure: _ 0.40 in wg Options/Accessories Static Pressure Economizer: 0.08 in wg Total Application Static(ESP+ Unit Opts/Acc.): 0.48 in wg Fan RPM: 680 Fan Power: _ _ 3.27 BHP NOTE: Selected IFM RPM Range: 627-851 Electrical Data Voltage Range: _ 414-506 Compressor#1 RLA: 12.2 Compressor#1 LRA: 100 Compressor#2 RLA: 12.8 Compressor#2 LRA: 100 Indoor Fan Motor Type: MED Indoor Fan Motor FLA: 5.3 Power Supply MCA: 36 Power Supply MOCP(Fuse or HACR): _ 45 Disconnect Size FLA: 38 Disconnect Size LRA: _ 249 Electrical Convenience Outlet:_ None Outdoor Fan[Qty/FLA(ea)]: 3/0.8 Packaged Rooftop Builder 1.44 Page 1 of 3 • Performance Summary For RTU-1,2,3 Project: Strategic Warehousing 11/16/2016 Prepared By: Sales Engineer 06:33PM Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 89.4 87.0 87.0 125 Hz 90.7 80.6 85.2 250 Hz 75.6 67.0 84.6 500 Hz 81.9 70.9 84.9 1000 Hz 80.4 70.5 82.2 2000 Hz 77.1 65.2 78.4 4000 Hz 79.0 61.7 75.3 8000 Hz 71.8 53.2 72.9 A-Weighted 86.0 74.5 87.0 Advanced Acoustics Ito i s' 0 .. - 0 U Advanced Accoustics Parameters 1. Unit height above ground: 30.0 ft 2. Horizontal distance from unit to receiver: 50.0 ft 3. Receiver height above ground: 5.7 ft 4. Height of obstruction: 0.0 ft 5. Horizontal distance from obstruction to receiver: 0.0 ft 6. Horizontal distance from unit to obstruction: 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 87.0 85.2.84.6 84.9 82.2 78.4 75.3 72.9 92.4 Lw B 60.8 69.1 76.0 81.7 82.2 79.6 76.3 71.8 87.1 LwA C 54.6 52.8 52.2 52.5 49.8 46.0 42.9 40.5 60.0 Lp D 28.4 36.7 43.6 49.3 49.8 47.2 43.9 39.4 54.7 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide;other ASHRAE Publications and the AHRI Packaged Rooftop Builder 1.44 Page 2 of 3 Performance Summary For RTU-1,2,3 Project: Strategic Warehousing 11/16/2016 Prepared By: Sales Engineer 06:33PM Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. FanCurve 15 ea:IL ' N \ - v —— 7.50BHP N 2 N 05s 5.00BHP-- 30CRPMn .- 3.00BHP 75BHP ,1.00.\50BHP m I X1111 IIII IIII 1111 11 1111_IIII IHI IIII 1111\1111 IIII I H I I 1 1 I 1111 CO a5 10 15 23 25 30 35 40 45 50 55 CO E5 7D 75 a) ffi 90 Airibw(CFM-thousands) RPM=680 BHI'=3.27 MaximumRPM=1100 MaximumBHP=6.10 Note:Pleasecontactapplicationengineeringforselectionsoutsidetheshadedregion. SC-SystemCu ve RP-RatedPoint Packaged Rooftop Builder 1.44 Page 3 of 3 . /L/ / ,, A Distributors of: k --Toi,i.iivi' MINNESOTA AIR - - -'- '-' ' ' Pirrif 6901 W.Old Shakopee Rd.•Bloomington,MN 55438 •Phone:952.918.8009•Fax:952,9'[8.8080•www.minnair.com t�y-j SUBMITTAL DATA AND SHOP DRAWINGS FOR THE FOLLOWING CARRIER EQUIPMENT: JOB NAME: STRATEGIC WAREHOUSING LOCATION: EAGAN,MN. EQUIPMENT SUPPLIER: MINNESOTA AIR, INC. 6901 WEST OLD SHAKOPEE ROAD BLOOMINGTON, MN. 55438 JOHN DEININGER CONTRACTOR: GARTNER REFRIGERATION 13205 16TH AVE. NORTH PLYMOUTH,MN. 55441 MIKE WARNE EQUIPMENT LIST : THREE (3) CARRIER MODEL 50TC-D16 15 TON COOLING ONLY RTUS 460-3-60 5 YEAR COMPRESSOR WARRANTY ECONOMIZER W/LOW LEAK DAMPERS ENTHALPY CONTROL 100% BAROMETRIC RELIEF DAMPERS REDLINK TH8321R1001/U PROGRAMMABLE STAT (3) REDLINK THM6000R1002 GATEWAY(1) SMOKE DETECTOR FACTORY INSTALLED CONDENSATE SWITCH FACTORY INSTALLED 14" PITCHED ROOF CURB HIGH WALL CONCENTRIC DIFFUSER PKG 50TC Cooling only/E ectric Heat Carrier Packaged Rooftop 3 to 15 Nominal Tons to th l.s turn to the expert Product Data WeatherMaker° • ' ' - '''"'.:,':' ' '..-,,,:,:',:; :'''-:i'LI ;,. :''''':i'h.4f:i'i;i-..-i-,...i-nfi..x,:47-.T. ,,,I-..:-,-:::::-..-,e...-,_-_-- ---.':-,..:;4-., =-.,..`. .mss ,...� . 1-.:' % -7--,::::,• .,'"11.1`.1..» `xv�* . I .ems g n5`sa r% ° �_ A I. r. U2 1L ... ms a s Y r "mow _^,1,...:k�...... C08613 1CV ASHRAE Puron Unit Report For RTU-1,2,3 11/15/2016 Project:Strategic Warehousing Prepared By:Sales Engineer 05:47PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model. 50TC-D16K2A6-6W0A0 Unit Length' 9'7.875" Unit Size. 16(15 Tons) Unit Width: S'3.375" Volts-Phase-Hertz' 460-3-60 Unit Height. 4'9.375" • Heating Type• None *** Total Operating Weight- 1463 lb Duct Cfg• Vertical Supply/Vertical Return Two-Stage Compressor Models *** Weights and Dimensions are approximate. Weight does Round Tube Plate Fin not include unit packaging. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Condensate Drain Line Size- 3/4 Return Air Filter Type• Throwaway Return Air Filter Quantity- 6 Return Air Filter Size- 18 x 24 x 2 Unit Configuration Condensate Overflow Switch and RA Smoke Detectors Medium Static Option (Belt Drive) Al/Cu-Al/Cu Electromechanical Controls w/W7220 Econo Controller Enthalpy Ultra Low Leak Econo w/Baro Relief Standard Packaging Warranty Information 5-Year compressor parts(STD.) 1-Year parts(STD.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 50TC-D16K2A6-6W0A0 Rooftop Unit 3 Base Unit Condensate Overflow Switch and RA Smoke Detectors Medium Static Option(Belt Drive) Ultra Low leak Enty Econo X with baro relief,W7220 control. Meets Calf.Title 24 FDD&Leak Rates None Packaged Rooftop Builder 1.44 Page 1 of 8 Performance Summary For RTU-1,2,3 11/15/2016 Project:Strategic Warehousing Prepared By:Sales Engineer 05:47PM Part Number:5OTC-D16K2A6-6W0A0 ARI EER' 11.00 JEER- 11.5 Base Unit Dimensions Unit Length' 115.9 in Unit Width. 63.4 in Unit Height 57.4 in Operating Weight Base Unit Weight. 1305 lb Condensate Overflow Switch and RA Smoke Detectors' 10 lb Medium Static Option(Belt Drive). 45 lb Enthalpy Ultra Low Leak Econo w/Baro Relief 103 lb Total Operating Weight 1463 lb Unit Unit Voltage-Phase-Hertz' 460-3-60 Air Discharge. Vertical Fan Drive Type. .Belt Actual Airflow. 6000 CFM Site Altitude' 0 ft Cooling Performance Condenser Entering Air DB' 95.0 F Evaporator Entering Air DB• 65.0 F Evaporator Entering Air WB. 62.0 F Entering Air Enthalpy 27.77 BTU/lb Evaporator Leaving Air DB- 52.5 F Evaporator Leaving Air WB' 52.3 F Evaporator Leaving Air Enthalpy 21.54 BTU/lb Gross Cooling Capacity 168.11 MBH Gross Sensible Capacity. 81.30 MBH Compressor Power Input 13.36 kW Coil Bypass Factor 0.186 Supply Fan External Static Pressure• 1.00 in wg Options/Accessories Static Pressure Economizer. 0.05 in wg Total Application Static(ESP+Unit Opts/Acc.)• 1.05 in wg Fan RPM• 726 Fan Power: 3.03 BHP NOTE' Selected IFM RPM Range: 627-851 Electrical Data Voltage Range. 414-506 Compressor#1 RLA. 12.2 Compressor#1 LRA. 100 Compressor#2 RLA• 12.8 Compressor#2 LRA' 100 Indoor Fan Motor Type• MED Indoor Fan Motor FLA• 5.3 Power Supply MCA. 36 Power Supply MOCP(Fuse or HACR)• 45 Disconnect Size FLA' 38 Disconnect Size LRA. 249 Electrical Convenience Outlet None Outdoor Fan [Qty/FLA(ea)]. 3/0.8 Packaged Rooftop Builder 1.44 Page 5 of 8 Performance Summary For RTU-1,2,3 11/15/2016 Project:Strategic Warehousing Prepared By:Sales Engineer 05:47PM Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels,db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 89.1 87.0 87.0 125 Hz 89.4 80.8 85.2 250 Hz 74.2 66.7 84.6 500 Hz 78.2 68.8 84.9 1000 Hz 76.7 68.6 82.2 2000 Hz 73.6 63.1 78.4 4000 Hz 75.7 60.3 75.3 8000 Hz 69.4 52.6 72.9 A-Weighted 82.8 73.0 87.0 Advanced Acoustics I ,L41 I� ` .... all 4 Advanced Accoustics Parameters 1. Unit height above ground* 30.0 ft 2. Horizontal distance from unit to receiver 50.0 ft 3. Receiver height above ground: 5.7 ft 4. Height of obstruction- 0.0 ft 5. Horizontal distance from obstruction to receiver' 0.0 ft 6. Horizontal distance from unit to obstruction 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 87.0 85.2 84.6 84.9 82.2 78.4 75.3 72.9 92.4 Lw B 60.8 69.1 76.0 81.7 82.2 79.6 76.3 71.8 87.1 LwA C 54.6 52.8 52.2 52.5 49.8 46.0 42.9 40.5 60.0 Lp D 28.4 36.7 43.6 49.3 49.8 47.2 43.9 39.4 54.7 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide;other ASHRAE Publications and the AHRI Packaged Rooftop Builder 1.44 Page 6 of 8 Performance Summary For RTU-1,2,3 11/15/2016 Project:Strategic Warehousing Prepared By: Sales Engineer 05:47PM Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space,an Acoustical Engineer or a person with sound prediction expertise should be consulted. Fan Curve 2.0 . \ �,.•i-°M \800 RPM \ V 1000, PM vNNN • l \i700`RPM \\ \ -\\ \ 1.5 --_ v \ \ 7.50 BHP O) _ \ \ \ , \Y600 RPM � •., \\\\ \ - \ y1.0 �. s° 2 \500 P.PM �" - \ 400 F PM "•�-=�.� ;I \ \ 0.5 ` N \ 5.00 BH liotilitio4., 0 RPM 30'C,_,___, a \ \ 3.60 BHP 2.00= P \ "b. 0 BH 1.75 B fP 1-00B " 1'5°BHP II 1 11 1 IIII 1II IIII IIII II [IIr.1111 II 1111 . II 11 111 IAII IIII 0.0 L 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 Airflow(CFM-thousands) RPM=726 BHP=3.03 Maximum RPM=1100 Maximum BHP=6.10 Note:Please contact application engineering for selections outside the shaded region. SC-System Curve RP-Rated Point Packaged Rooftop Builder 1.44 Page 7 of 8 • Table 2-AHRI COOLING RATING TABLES NOM. NET TOTAL IEER WITH IEER WITH UNIT COOLING CAPACITY COOLING POWER SEER EER SINGLE SPEED 2-SPEED STAGES CAPACITY INDOOR INDOOR (TONS) (MBH) (KW) MOTOR MOTOR A04 1 3 34.0 3.2 13.0 10.60 N/A N/A A05 1 4 45.0 4.0 13.0 11.00 N/A N/A A06 1 5 59.0 5.5 13.0 10.75 N/A N/A LA07 1 6 70.0 6.4 N/A 11.00 11.2 N/A A08 1 7.5 88.0 8.0 N/A 11.00 11.2 N/A D08 2 7.5 83.0 7.5 T N/A 11.00 11.7 12.8 A09 1 8.5 1 97.0 8.8 N/A 11.00 11.2 N/A 009 2 8.5 99.0 9.0 N/A 11.00 11.7 12.8 Al2 1 10 117.0 10.6 N/A 11.00 11.2 N/A 14144166 D12 2 10 114.0 10.3 N/A 11.10 11.8 12.8 D14 2 12.5 140.0 12.9 N/A 10.80 11.0 11.8 i D16 2 15 174.0 16.1 N/A 10.80 I 11.7 12.4 Table 3-DIRECT DRIVE INDOOR ECM-X13 MOTOR NET UNIT TOTAL COOLING CAP CITY COOLING POWER SEER EER STAGES (TONS) CAPACITY O (MBH) I A04 1 ___I 3 34.4 3.1 13.4 11.00 A05 1 4 45.0 3.9 13.4 11.40 A06 1 5 59.0 5.5 13.2 10.75 LEGEND AND NOTES for TABLES 2 and 3 NOTES: AHRI - Air Conditioning,Heating and Refrigeration 1. Rated in accordance with AHRI Standard 210/240 or Institute Test Standard 340/360,as appropriate. ASHRAE - American Society of Heating,Refrigerating 2. Ratings are based on: and Air Conditioning,Inc. Cooling Standard:80°F(27°C)db, 67°F(19°C) wb indoor EER - Energy Efficiency Ratio air temp and 95°F(35°C)db outdoor air temp. IEER - Integrated Energy Efficiency Ratio IEER Standard: A measure that expresses cooling part- N/A - Not Applicable load EER efficiency for commercial unitary air conditioning SEER - Seasonal Energy Efficiency Ratio and heat pump equipment on the basis of weighted opera- tion at various load capacities. 3. All 50TC units comply with ASHRAE 90.1 Energy Standard for minimum SEER and EER requirements. U ASNI1AE 4. 50TC units comply with US Energy Policy Act(2005).To eval- C O L US uate code compliance requirements, refer to state and local codes. COMPLIANT A...N. CERTIEItD TM m AHRI Canton innmat nmKa manufacturer's <nn:i 0,1ron m the C US Us°rnrar-ru',e*awe+ of calk-.'ration tor inciivMyal Cf9Teo p oducb,go to 9 Table 9—PHYSICAL DATA (COOLING) 10- 15 TONS 50TC—Al2 50TC—D/E12 50TC—D/E14 50TC—D/E16 Refrigeration System #Circuits/#Comp./Type 1/1/Scroll 2/2/Scroll 2/2/Scroll 2/2/Scroll RTPF models R-410a charge A/B(lbs—oz) 20—0 10—5/10—3 11 —0/11 —6 15-14/16-12 Alternate(MCHX)R-410a charge A/B(lbs—oz) — 6—0/6—0 7—6/8—0 — Alternate(Humidi—MiZer®)R-410a charge NB(lbs—oz) — 16—10/16—0 17—10/18—3 — Metering device Acutrol Acutrol Acutrol Acutrol Alternate(Humidi—MiZer)Metering device — Acutrol+TXV Acutrol+TXV — High—press.Trip/Reset(psig) 630/505 630/505 630/505 630/505 Low—press.Trip/Reset(psig) 54/117 54/117 54/117 54/117 Compressor Capacity Staging(%) 100% 50%/ 100% 50%/100% 50%/100% Evap.Coil Material Cu/Al Cu/Al Cu/Al Cu/Al Coil type 3/8—in RTPF 3/8—in RTPF 3/8—in RTPF 3/8—in RTPF Rows/FPI 4/15 4/15 4/15 3/15 Total face area(ft2) 11.1 11.1 11.1 17.5 Condensate drain conn.size 3/4—in 3/4—in 3/4—in 3/4—in Humidi—MiZer Coil Material — Cu/Al Cu/Al Cu/Al Coil type — 3/8—in RTPF 3/8—in RTPF 3/8—in RTPF Rows/FPI — 2/17 2/17 1/17 Total face area(ft2) — 8.4 8.4 13.8 Evap.fan and motor - B Motor Qty/Drive type 1/Belt 1/Belt 1/Belt 1/Belt Max BHP 2.4 2.4 2.9t 2.9t �, % RPM range 591-838 591-838 652-843 507-676 co a Motor frame size 56 56 5p 56 lc Y "' Fan Qty/Type 1/Centrifugal 1/Centrifugal 1/Centrifugal 1/Centrifugal u) Fan Diameter(in) 15 x 15 15 x 15 15 x 15 18 x 18 Motor Qty/Drive type 1/Belt 1/Belt 1/Belt 1/Belt Max BHP 3.7 3.7 3.7 3.7 1111111111*" c7) 0RPM range 838-1084 838-1084 838-1084 627-851 E a Motor frame size 56 56 56 56 w rq Fan Qty/Type 1/Centrifugal 1/Centrifugal 1/Centrifugal 1/Centrifugal Fan Diameter(in) 15x15 15x15 15x15 18x18 • Motor Qty/Drive type 1/Belt 1/Belt 1/Belt 1/Belt Max BHP 4.7 4.7 4.7 6.5/6.9/7.0/8.3$ V-= RPM range 1022-1240 1022-1240 1022-1240 776-955 rn a Motor frame size 14 14 14 S184T Fan Qty/Type 1/Centrifugal 1/Centrifugal 1/Centrifugal 1/Centrifugal Fan Diameter(in) 15 x 15 15 x 15 15 x 15 18 x 18 Cond.Coil Material Cu/Al Cu/Al Cu/Al Cu/Al Coil type 3/8—in RTPF 3/8—in RTPF 3/8—in RTPF 3/8—in RTPF Rows/FPI 2/17 2/17 3/17 2/17 Total face area(ft2) 25.1 25.1 25.1 2 @ 23.1 Alternate(MCHX)Cond.Coil Material — Al/AI Al/Al — Coil type — NovationTM NovationTM — Rows/FPI — 1/20 2/20 — Total face area(ft2) — 25.1 25.1 — Cond.fan/motor Qty/Motor drive type 2/direct 2/direct 1/direct 3/direct Motor HP/RPM 1/4 / 1100 1/4 / 1100 1/1175 1/4 / 1100 Fan diameter(in) 22 22 30 22 Filters RAFilter#/Size(in) 4/20x20x2 4/20x20 x2 4/20x20x2 6/18x24x2 2/24x 27 x1 (vert.) OA inlet screen#/Size(in) 1/20 x 24 x 1 1/20 x 24 x 1 1/20 x 24 x 1 1/30 x 39 x 1 (horiz) NOTE:Humidi—MiZer is not available with Novation condenser coil models,only Round Tube/Plate Fin(RTPF)up to 16 size. — Not applicable t 575V motor utilizes 3.7 BHP 1 On Size 16 units,Max BHP for the High Static motor varies with the motor's voltage;see the table below. Voltage BHP 208 6.5 230 6.9 460 7.0 i 575 8.3 15 CURBS, WEIGHTS & DIMENSIONS (cont.) Es Iia .112 I -- F gg• ^m§ fl E ;Ig H .-1c t c1 tj y y0 , ii g titi-rvrv- ti c_ ` ra \ Eom 0 0 ` - Fs o _: ' Fit — li' � 1YtnaMtlznir3tl ,mmod _ _ .-u . --. x . ■ — ill asp m e g o o as = �r- ssmo f y ltl V �' -m - w V ge`a ♦W- * m 1 - — w v 1111 -1 r OO o� M g,#5 10'1 -----------------""t"-----.-1 IMMI--11 I g L_.. « d Q ^y � � �I *J L . 0 _ L---11 G 61 i(�i ,4 « 115' set e. es VI VI 1� 1 2 M1 m m—o C14184 Fig.12-Dimensions 50TC 16(Sheet 1 of 2) 27 CURBS, WEIGHTS & DIMENSIONS (cont.) N \milk k • . 0 . 1113111 .--., /p • ,,riQ N. & \ 2; g / 5-^' :; -ft \Ilk\ g o \� immpaiinor g r. 1,,! 1 I Omi. - 4 Q :. 5 • L-' s — J"L — W s .2 N NVB H _ ¢ \a 'I V V .. >J_. 1 t yY , 7- f I _ "..= me \ I j —" ^- LNoad L. c107728 Fig.15-Roof Curb Details 50TC 16 30 I-• co t - - \ k k \ \ } J 1LLI / \ § C) § « ' _ 3 R f ƒ « } § ` — Z /6I 0 03' a x Kt a. k / / m m _.... iw\ ••• ~ Ui co co 7 \ z / o W / CO z _/ o / 2 ®de ( § P � 2 E 0 k !§ . 2 z cu °"- 70.` ! \ ha- ¥ I ! a � ) '---� §�03 0 / / Z 7 < ) CO < ed ° j CO / R OD § _1 3 k � C e / / / CD COI - 03 c IS / ƒ /ƒ / •\ / D. .0 Z G t ©* _ ) 7 % �_ \ \ \ ƒ \ § � / p » \ „,,43:4-:- - ` : k R % _$ § . \ ƒ / •/ \ ƒ % \ 6& 0 A ` $ » ( e Sc O \ � 7 % \ 3 _ 5 § V 6 \ \ ƒ \ - / aA\ A ° A3 \ E ; \ \ \ \ ^ $ 2 / \ % \ h •: J � \ \ \ 1 � * r.." . tea . / k � k s \ w ® / & Q G / \ 7 j \ 2 \\ & \ 2 - t, o [ / — w \ . a / -- ƒ a % - \ 7 / / m\ u o , y » / 4 § » /% % ± : & h E . to \ § � \ � ( E \ \ mak \ 5 aR § \ / ) mo 2 0 R = \ / w w 2 / 7 2 * & \ m a / e » • ) . / / § S ] e / ± \ k 3 9 \ 7 M p 1° (3). w ¥ � 2 ±a $ ® 69 ) m &ƒ � ex « § � 2 z o c E o - \ / - @ ) @ e - - & _ + 5 w e ag § 0 CO & 7 22m 2 7 Q / „ \ , m � 3 ƒ \ / } 2 / mQcua � 70 o E 3 / , - • - - - - - § - k 11. / O - Z ' C Z / x ' - / 2 CURBS, WEIGHTS & DIMENSIONS (cont.) 440 iir,,,,,,.% 1 , I 1 I -a g 0105788 Fig.14-Service Clearance LOC DIMENSION CONDITION 48-in(1219 mm) Unit disconnect is mounted on panel A 18-in(457 mm) No disconnect,convenience outlet option 18-in(4.57 mm) Recommended service clearance 12-in(305 mm) Minimum clearance 42-in(1067 mm) Surface behind servicer is grounded(e.g.,metal,masonry wall) B 36-in(914 mm) Surface behind servicer is electrically non-conductive(e.g.,wood,fiberglass) Special Check for sources of flue products within 10-ft of unit fresh air intake hood C 36-in(914 mm) Side condensate drain is used 18-in(457 mm) Minimum clearance 48-in(1219 mm) No flue discharge accessory installed,surface is combustible material D 42-in(1067 mm) Surface behind servicer is grounded(e.g.,metal,masonry wall,another unit) 36-in(914 mm) Surface behind servicer is electrically non-conductive(e.g.,wood,fiberglass) Special Check for adjacent units or building fresh air intakes within 10-ft of this unit's flue outlet NOTE: Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. 29 CURBS, WEIGHTS & DIMENSIONS (cont.) Es gl Sa ZI n 2„ 41 „ N_FY r _ .! 4 048 , S=- g ags ,Fi§a . NW � zalli1 . s< O ,-_,-‘1, �s_ reSiii iia / �• W $wee 11 4,' . Q z i$ES 1� //��• o qW x" _ z W S ,ilt .„111,) a ,.4; i . CC u,c., .Jll N ''''-- ` \ r o 0 Y 5v' D N S N 0 O 0 V a o V V « . 0 0 II N00 F..... 45 2 - $Qe _ I. • « W �' ...____I.o O ir C14185 Fig.13-Dimensions 50TC 16(Sheet 2 of 2) 28 SUBMITTAL Part Number: M1GI"O�@t� � Hard Duct Concentrics for Carrier ,, r- ,": 48/50TC D16;48/50HC 014 Units CNKT HE2tr-18HD FORM NO, 12613-3P DATE: 1/11 CNKT-HE2L-1 SUBMITTED TO: COMPANY DRAWN BY: T.H(JBBARD 0816-HE2L JOB NAME: Return air transition EQUIPMENT. (Shipped knocked down) NOTES. 0816 HE2L Supply / section(shipped knocked down) MM CRB-HE2L curb or NOTE:Duct supports shipped factory CRRFCURB074A00, // r1'q► with standard roofcurb will not CRRFCURB0075A00 curb / / be used when using these concentrics ///� 0P: , Concentric Duct Kit Flush Drop Mount Diffuser A B C D i- Unft Concentrlo KB i Adaptor Part No. Part No, Part No. 48150TC D18; CNKT-HE2L•17HD 0902.0007 N/A 105 3/4"ID 48/50HC 014 — 08184152E 0903-6480 48 3/4" 48 3/4' 33 114" 331:4" CNKT-HE2L-18HD N/A 1618.800A I Supply air duct 4 1/16'ID ` I Return air duct 1818 Series Drop diffuser grille 0902 Series 40Pp 48" 0903 Series Flush mount it Kit • diffuser grilletab- B ///://, p\ i/i! u�l� 8 5/16" Aluminum Finish 53 'q�� 'ry\7141: 4110 \' ��d�V 53 3/4" 52 1/4" 110111, I! ,, I Sq OR TNIS DOCUMENT IS THE PROPERTY Of MICROMETL CORPORATION AND ID DELIVERED UPON TME EXPRESS CONDITION THAT THE CONTENTS WALL NOT BE DISCLOSED OR USED V4THOUT MICROMErI'S WRITTEN CONSENT MICROMETL CORP-3035 NORT11 SHADELAND AVENUE.SUITE 300-INDIANAPOLIS,IN 46229-141004362-4022—MICROMETL SPARKS-90.4 SOUTHERN WAY•SPARKS,NV 89431-T-S00.B444452 • Unit Feature Sheet for RTU-1,2,3 11/15/2016 Project:Strategic Warehousing Prepared By:Sales Engineer 05:47PM Carrier WeatherMaker - 5OTC PACKAGED ROOFTOP ELECTRIC COOLING UNITS 3,4,5,6,T.5,8,5,10,12.5,15 TONS STANDARD FEATURES INCLUDE: • Puron(R-410A)HFC refegersnt • ASHRAE90.1energycompliant • Scroll compressors with internal line breakand overload protection , , }r • Single-stage coolingcspacitycontrol on04-12 models •Two-stage cooling capacityocntrolon00-15 models wv. ,•.„, i r •SEER's up to 13.0 • EER'supto11.2 • IEER's up to 12.2 1 rs • AcutrolFi'refrigerant metering system • Exclusive nonrartosvecomposite condensste penin accordance with x•�`#f ' ASHRAE Standard 52.sloping design.side orcenterdrsin • Stand s rd cooling operstion u p to 115'F(45'C,i and down to40'(4'C), C ` 1' M r `e• ; ;' -down to 25'F(-4'C)with winter start kit, • Pre-painted exterior panes and pnmere;oatedinterior penelstestedto t .;I> 500 hours salt spray protection N ,r- • Fully insulated cabinet • Low pressure and high pressure switch protected. Optional LouveradHaitGuard Shown MAINTENANCE FEATURES: •Accesspanelswith easy grip handles • innovative,easy starting,no-strip screws on unit access panels •Two-inch disposable return airfiter fl11SU •Tool-less filter scoess d o or • Direct Drive ECM on 3 to 5 ton(-5 voltage only}models and beltdrive Puron,, • evaporator-fan motor and pulleycombinstionsavariableon-all models C1#MPtIANT. Ivew terminal board fseilitsting simple safety circuit troubleshooting and simplified control box arrangement WEATHERMAKER SERIES INSTALLATION FEATURES: •Thru-the-battorn power entrycapability V'leatherMaker(50TC)units are one-piece electric cooling only Single pointelecincconnectons or electric cooling with electric heat unit that are pre-wired and Full perimeter base rail wi h built-in riggzo ing sdflow for slab nd mountinslots charged with Puron(R-410a)refrigerant.The units are factory • Field size models to hoedsupts lairflowfcrslab mounting. (15 models require field installed supply duct oorer) tested and rated in accordance with AHRI Standard 2101240 (04-06 size) and AHRI Standard 340/360 107-15 sizes). STANDARD WARRANTY: designed in accordance with IJL Standard 1095,and listed by • 5-yearelectnc heater the Underwriters'Laboratories. • 5-yee r comp resso r • 1-year parts Approved and certified by: • 3-yearperts on rotovation condenser coils-where available • Many optional upgrades also available OPTIONS INCLUDE BUT ARE NOT LIMITED TO: 0ER ■.4k ,,,XF1ED-,1 . PremierLnk"and RTUOpen lfuaFProtocolDDC Controls C US • Supply and RetumAirSmoke Detectors • Louvered condensercoil guards U.a NVxAMUGn SAred TM JJyr, • Economizer,disconnect and convenience outetoptions .eca n :AANWa'F • high static motor options pars.:pne,•,.1 CO2 sensor pe.va,.r .•m.11h4n :et uer?w4nn kr,.s wa, • Corrosion resistantcoil coating cETA V6 cr.,5' • Acoessory electric,heat(field-installed only) !\'! •..e,nr.a, ,:.ya:° • HumldilrliZer`adaptivedehumidficationsystem svalsbleonall models with RTPF condensercods-Motor Master I controller included. • ringed sccesspanels For a complete list of options and sooessories refer to the Product Data Certified to ISO 9001 Catalog forthis Lina. Packaged Rooftop Builder 1.44 Page 8 of 8 For Office Use Permit#: /✓0/7C'ra— • • •• • • •• • Permit Fee: ta' %: , ' E AGA N •..b• •..i Staff: �.. '. . ' TED Payment Recvd: Yes No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 SEP ��19 [Plans: (651)675-56751 TDD:(651)454-85351 FAX:(651)675-5694 Electronic Paper 2019 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION 4:::$214:14:::$214:1Date: 9 -`Q— lc/ Site Address: 024126.— ��"'� 3€ru t Com. Tenant: T1 —ATEG ICS VS E #t aiiNG Suite#: 0 Requirements: 2 complete sets of drawings and specifications,cut sheets on materials and components Name: Phone: Property Owner Address/City/Zip: Applicant is: Owner Contractor Type of Work Description of work: � 14 �t� T �-s i0e7 Construction Cost: Estimated Completion Date:' VC> Name: �[_A I-► License#: r Address: . c� �� i r. T -✓ � L -� F--o�`fl City: LrrLtr,uec ..L� C__.4i4u4vi: 4„ - Contractor I State: lo 1..1 Zip: 6.-- 117 Phone: 4212._-- I Cztp"24723 Contact: Iz€C c l • Email: `'N.& e,Q sco,pe4rr.rt . &ow, FIRE PERMIT TYPEWORK TYPE X Sprinkler System(#of heads 14) New Addition Fire Pump Standpipe Alterations X Remodel Other: Other: DESCRIPTION OF WORK: x Commercial Residential Educational FEES Contract Value$ 5z4 °"x.01 $60.00 Permit Fee MinimumQp =$ 620' Permit Fee Surcharge=Contract Value x$0.0005 /_3 If the project valuation is over$1 million, please call for Surcharge =$ 2 • ro Surcharge $100.00 Residential New(includes State Surcharge) =$ C '9 TOTAL FEE 3/4"Fire Meter-$290.00 54(i` T• . ..iarolik- _$__,0 Fire Meter Radio Read(required with Fire Meters)-$190 =$ 0 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.citvofeaaan.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 wit ut a permit;that the work will be in accordance with the approved plan in the case of work which requir= a review and approval of plans. X C� M . 1'FEF I Applicant's Printed Name Applicant's A,nat OIN SOO FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In b� Trip Pump Test Central Stat n Final Conditions of Issuance: 11 /"" Permit Reviewed by: :Tgae.-••• Date: I G/{ / I'T / /9 REcElVI ✓L EAGAN AUG 062019 3830 PILOT KNOB ROAD] EAGAN, MN 55122-1810 (651) 675-5675 1 TDD: (651) 454-8535 I FAX: (651) 675-5694 Plan Submittal: eolansecitvofeagan.com For Office Use� Permit #: 7/4- � Permit Fee: $ -5 C / . 7 "' Staff: L _; Payment Re d: _Yes No Plans: V Electronic ,� Paper fo.� t &.,t,(,t.. 2019 COMMERCIAL BUILDING PERMIT APPLICATION Date: 8/5/2019 site address: 2925 West Service Road Tenant Name: Strategic Warehouse (Tenant is: New / Existing) Suite #: Former Tenant: Name: St. Paul Commercial Real Estate Phone: 651 405 1011 Address / City / zip: 1190 Eagan Industrial Road Eagan, MN 55121 Applicant is: Owner Contractor Description of work: Tenant Improvement Construction Cost: 2) e9C Name: Sherburne Slater Construction License #: Address: 15710 Minnetonka Blvd City: Minnetonka State:MN Zip: 55345 Phone: 612 655 7450 Contact: Erik Mater Email: Erik@sherburneconstruction.com — nem ►e r7ii or ruc Name: Lampert Architects Registration #: Address: 420 Summit Ave City: St. Paul State: MN Zip: 55102 Phone: Contact Person: James Berthiaume Email: tames@Iampert-arch.com Licensed plumber installing new sewer/water service: Phone #: documents that you submit are twitch) d;to be paid r provide specific reasons that would permit the City to You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.oro 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 1 understand this is not a permit, but only an application for a permit, and wok 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. daSl✓Applica 's Panted Name x Applicants Signa ure 4. 963 Wi) Sew/ 1 £c/ DO NOT WRITE BELOW THIS LINE 4457 SUB TYPES Foundation ✓ Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review ✓ (25% 100%_) Census Code #of Units # of Buildings Type of Construction Public Facility Accessory Building _ Greenhouse / Tent Antennae ✓Interior Improvement Exterior Improvement Repair Water Damage Aa 06 . a c� 0 Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings _ New Building _ Deck _ Addition Foundation Foundation Before Backfill Vapor Barrier V Framing 30 Minutes ✓1 Hour Insulation Sheetrock Roof: _Decking _Insulation _Ice & Water _Final Siding: _Stucco Lath _Stone Lath _Brick _ EFIS Windows Fireplace: _Rough In _Air Test _Final ✓ Final / C.O. Required Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant 5,S•1 24515 MSG MCES System SAC Units �/L$' City Water ✓ Booster Pump PRV Fire Sprinklers Drain Tile Retaining Wall Erosion Control Steel Reinforcement Street/Curb Cut Inspection Other: Meter Size: Electronic Set of Final Revised Plans Pool: _Footings _Air/Gas Tests _Final Final / No C.O. Required Final CIO Inspection: Sc a le Fire Marshal to be present: ✓Yes No Reviewed By: Reviewed By: Cht16 , Planning New Business to Eagan: , Building Inspector 1UO FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 33/.2c Storm Sewer Trunk ID • e -t) Sewer Trunk tie. 5( Water Trunk Street Lateral Street Water Lateral Stormwater Performance Security Landscape Security Other: TOTAL: 9* 549' 74 Page 2 of 3 MCES USE: Letter Reference: 190930A5 Address ID: 4816 Payment ID: 425667 -61 157/PP Date of Determination: 9/30/19 Greetings! Please see the determination below. Determination Expiration: 9/30/21 Project Name: Strategic Project Address: 2925 W Service Rd Suite #/Campus: n/a City Name: Eagan Applicant: Nate Sherburne, Sherburne Slater Construction Special Notes: lunch room Charge Calculation: Warehouse: 76,586 sq. ft. @ 6950 sq. ft. / SAC = 11.02 Total Charge: 11.02 Credit Calculation: Terminal Warehouse (SAC 4/96) = 11.05 Total Credit: 11.05 Net SAC: -0.03 = 0 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: Michael.WinkelsPmetc.state.mn.us. Thank you, Mike Winkels SAC Technician Please visit our SAC website by going to: www.metrocouncil.org/SACprogram 390 Robert Street North 1 St. Paul. MN 551 01-1 805 Phone 651 .602.1000 1 Fax 651.602.1550 1 I 1Y 651.291.0904 I metrocouncil.org An Equa! )ppar E, Jpk,yer METROPOLITAN COUNCIL e; ZZ <y t . NW 'ue8e3 'peob 83!AJaS IsaM SZ6Z DNISf1OH311VM DID31V211S FLOOR PLAN e SNeet Number 1111111111111111111111!1111111111 u. 0-u o- ®- IV -,•09„ e99339 z runAno. 51933n\51.9n31 9.0•3 �w 3 G For Office Use _._.=E,.1,--- - C • Permit#: �� __ - = = _ = ._ —- Permit Fee: -_ - = a - = = = U {l G /� J Staff: -_,-_,-_,-=- .• ssr`--r 3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 S rPayment Recvd: Yes �( No (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 ' ` Email: buildinginspections(a)_cityofeagan.com I Plan Submittal:eplans(a�citvofeagan.com Plans. Electronic ,Paper I 1 tyl 2019 COMMERCIAL PLUMBING PERMIT APPLICATION . .0 ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, I ty submitted via email,CD or flash drive 000 - /�,,,� Date: 10-1' 11 Site Address: z r- (,.Jes f s.J•.c,L VD �1( Tenant: S' e,‘,.1-cj• c....- (A)t'l.a.r.L kevS•,r►t) _Suite#: property J(C. W11411 i ►(VS:� Phone: Owner Name: �'(f Name: V oc5 V4'i V+7 -I-- f iamb i License#: Pvn 06°67/ COntracts3r Address: Sgsc Ok 1-?' iSk-.(M;C 44ity. State: Zip. $$3-21 Phone:763' �q7" s7 7 Email: VOSS if @ Gall ca-6-4--. New Construction Addition X Modify Space Replacement RepairnRebuild Work in Right-Of-Way Description of work: ,4O(D'l $t ti Irrigation System( yes/ )‹ no)( RPZ/_PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required-Call Utilities at(651)675-5200 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices?_Yes_No Flushometers_rYes_No COMMERCIAL FEES Contract Value$ ‘:,i 4100 x.015 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) $ Permit Fee Surcharge=Contract Value x$0.0005 $ Surcharge If the project valuation is over$1 million,please call City for Surcharge $ TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Meter Fee $ Radio Read $ State Surcharge =$ 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.citvofeaoan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinan 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 wo II be in accordance with the approved plan in the case of work which requires a review and approval of plans. x t L X Applicant's Printed Name Applicant's Signature Page 1 of 4 T Requiredat-7 • t c `r Gr and ou9h to Air Test �:Gas Test es # R Yes Meter Related Meter Size — Mang r Page 2 of 4 For Office Use I N �j 0 I Vl C /— Permit#: / 1S &Y (11,\.� �0\ qbC Permit Fee: /�° I �� Staff: °a� ��U- ( 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810I Payment Recvd: _Yes No I (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5 C E 1VE Email: buildinoinsoectionsacityofeacian.com [ ians: I 2 3 2018 PElectronic )c Paper 1 Plan Submittal: eplansta�citvofeagan.com OCTtJ 1 BY 2019 COMMERCIAL MECHANICAL PERMIT APPLICATION IZ 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: 10-18-19 Site Address: 2925 West Service Road Tenant: Strategic Warehouse Suite#: Owner Name: Phone: Address/City/Zip: Name: Legacy Companies Inc License#: MB003008 Contractor Address: 8850 Wentworth Ave South City: Bloomington State: MN Zip: 55420 Phone: 612-866-1351 Contact Clint Email: Info©legacymech.net New Replacement Additional ✓ Alteration Demolition Type of Work Description of work: Install (1) RTU with distribution and gas piping NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. COMMERCIAL New Construction Interior Improvement — Permit Type ✓ Install Piping Processed ✓ Gas ✓ Exterior HVAC Unit , Under/Above ground Tank ( Install/_Remove) COMMERCIAL FEES 12,500.00 Contract Value$ x.015 $60.00 Permit Fee Minimum $75.00 Underground tank removal, includes State Surcharge =$ Permit Fee =$ Surcharge Surcharge =Contract Value x$0.0005 + 5, d a e-OP%efS If the project valuation is over$1 million, please call for Surcharge =$ f 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 approved plan in the case of work which requires a review and approval of plans. () x Clint Anderson x Applicant's Printed Name Applicant's Signature FOR OFFICE USE Required lnspectios- ' Reviewed By: Date: \ ° ( fl'? 4 Underground Rough In Air Test (Gas Service Test In-floor Heat Final HVAC Screening 1