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1325 Corporate Center Dr40, enr cEncnta Mayor PEGGY CARLSON G7NDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Memben city oF eagen THOMAS HEDGES Ciry Adminisuaror Municipal Cenrer. 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 651.675.5012 TDD: 651.454.8535 Mainrenanre FaciliTy: 3501 Coachman Point Eagan, MN 55122 Phone: 651.675-5300 Farz: 651.675.5360 TDD: 651.454•8535 www.uryofeagan.com THE LONE OAKTREE The symbol of strength and gcowth in our communiry Apri120, 2005 Watson-Forsberg Co. Attn: Paul Kolias 1433 Utica Ave. So., Suite 252 Mpls., Mn. 55416 RE: OffiCC Dear Paul, We have started our review of the construcUon documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the items checked below be addressed: 2 sets Architectura] Plans 2 sets Structural Plans 2 sets Civil Plans 2 sets Landscaping Plans 1 Code Analysis 1 Certificate of Survey ? 4 1 Spec.Insp. & Testing Schedule ?l Fire Stopping Submittals Other: 1 Project Specs 1 Energy Calculations 1 Electric Power & Lighting Form 1 Master Exit Plan 1 Emergency Response Site Plan 1 MC/ES SAC determination letter 1 Soils Repor[ If you have any questions regarding the above items, please feel free to contact me at 651-675- 5683. S;ncerely, G / J. Craig Novaczyk Seniorlnspector Cc: Peter M. Styrc,Pact Architects,pllc, 3563 Widgeon Way, Eagan, Mn. 55123 Dale Shoeppner, City of Eagan Bldg. Official JCN/js 4 city oF eagan I-E:? ? Rr--s f;lv"srr, PAT GEAGAN Mayor PEGGY CARLSON CYNDEE FIELDS M[KE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES Ciry Adminiscramr Muniupal Cenrer: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.675_5000 Faz: 651.6755012 TDD: 651.454.8535 Mainrenanre Paulity: 3501 Coachman Point Eagan, MN 55122 Phone: 651.675.5300 Fm: 651.675.5360 TDD: 651.454-8535 „ww.aryoreagan.com THE LONE OAK TREE The symbol oFstreng[h and growch in our communiry Apri125, 2005 Watson-Forsberg Co. Attn: Paul Kolias 1433 Utica Ave. So., Suite 252 Minneapolis, NIN 55416 RE: Office Condo Bldg. 1345 Corporate Center Drive Dear Paul, We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 1. The contractor shall sign building permit application. 2. The designer shall sign the envelope compliance certificate, the lighting and power compliance certificate, and the mechanical compliance certificate. 3. Specify which type III construction that is to be used. 4. Specify which NFPA sprinkler system that is to be used. 5. The enclosed parking garages shall comply with Section 406.42 I BC, which refers you to Section 404 IMC. 6. The stairway in the exit enclosure shall have an approved bazrier at the level of exit discharge. (Section 1005:32.3) 7. Type III construction requires that the exterior walls be of 2 HR Noncombustible construction. (Section 602.3 and Table 601) 8. Calculate the allowable azea of protected and unprotected openings on the east exterior wall (Section 704.8 and Table 704.8) or document compliance with Sec 704.3. 9. Revise the window schedule to include any rated glazing that may be required. 10. Specify the LTL Listing and testing designs for all rated assemblies (walls, floors and roo fl. 11. All toilet rooms shall comply with Chapter 1341.0405, Item K, suh item (1). 12. Supply details for accessible parking signage. 13. Van accessible parking is required. The access isle shall be a minimum of 96". (Chapter 1341.0403, Item E, Sub item (2) 14. Revise title page to include the complete code analysis. (code data) ? . 15. Mechanical and plumbing plans shall be submitted for review with their respective permit applications. If you have any questions regarding the above items, please feel free to contact me at 651-675-5683. Sincerely, ? J. Craig Novaczyk SeniorInspector cc: Peter M. 5tyx, Pact Architects, 3563 Widgeon Way, Eagan, MN 55123 Dale Schoeppner, City of Eagan Building Official .TCN/j eh PACT Architects, pllc 3563 Widgeon Way Eagan, Minnesota 55123 651-253-0184 May 24, 2005 Mr. Paul Kolias Wa*sea Forsberg 1433 Utica Ave. So., Suite 252 Minneapolis, MN 55416 Dear Paul, This is in response to the City of Eagan's letter dated April 25, 2005, regarding permit comments for Eagandale Business Center, 1345 Corporate Center Drive, Eagan, MN. The CiTy Plan Examiner was very helpful in clazifying comments and providing direction to addiess all issues. The following is our reply to these comments. The numbers refer to the sequence in the criginal letter. 3. Com:.ient: Speci:y which type I?? construciion thzt is ±o be tised. Reply: Type III A construction. 5. Comment: The enclosed parking garages shall comply wi,h 406.4.2 IBC, which refers to 404 of the IMC. Reply: Mechanical ventilation of the garages is not required based on revised occupancy and increased fire watl separation as stated in sepazate lettei dated May 16, 2005, and agreed in subsequent telephone conversation of May 20, 2005. 6. Comment The stairway in the exit enclosure shall have an approved battier at the level of exit discharge. (Section I0053.2.3) Reply: An approved 6arrier (gate) has been included in Addendum No. 3 doeuments. See plan sheet A110 at stairs and sheet A135/ details 5 and 9. 7. Comment: Type III construction reauires that the exterior walls be of 2HR Noncombustible construction. (Section 6423 and Table 601). Reply: Exterior walls will be of 2HR Noncombustible construction as stated in Addendum No. 3 under UL Listings. 8. Comment: Calculate the allowable area of protected and unprotected openings on the east exterior wall (Section 704.8 and Table 704.8) or document compliance with Section 7043. Reply: The assumed preperty line had been determined and the opening area has been calculated at 19%. The table allows for 25% of the wall to be protected opening. See Addendum No. 3, Sheet T100 for the new code summary and squaze Yootage calculations. Eagandale Business Center 1345 Corporate Center Drive Eagan Ciry Comments May 24, 2005 9. Comment: Revise the window schedule to include any rated glazing that may be required. Reply: Not required. 10. Comment: Specify the UL Listing and tesiing designs for all rated assemblies (walls, floors and roofl. Rep]y: See Addendum No. 3, Sheet T100 for UL Listings. 11. Comment: All toilet rooms shall comply with Chapter 1341.0445, Item K, su6 item (1). Reply: Toilet rooms have been revised to accommodate side transfers toilets. See Sheet A110 aT toilets and Sheet A141 elevation 2 in Addendum No. 3. 12. Comment: Supply details for accessible parking signage. Reply: Please refer to detail 5/A130. 13. Comment: Van accessible pazking is required. The access isle shal] be a minimum of 96". (Chaptzr 1341.0403, Ite... E, Sub item (2). Reply: One V an Accessible park:ng stall :s provided in Addendum No. 3. See Sheet T100 Phasing Diagram and C.1 for iocation. 14. Comment: Revise title page to include the complete code analysis. (code data) Repty: Code analysis has been provided on Sheet A 100, Addendum no. 3. u!e be!ieve T!:is addresses Yhe concerns of the Ci?y. Please feel free to contact me if thexe are follow-up questions or clarifications requiied. Sincerely, ? Peter M. Styx, AIA Chief Manager C: Jeffrey Larson Dale Forsberg PACT Architects, pllc 3563 Widgeon Way Eagan, Minnesota 55123 651-253-4184 May 16, 2005 Mr. Craig Novaczyk SeniorInspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Office Condo Building Eagandale Bnsir.ess renter 1345 Corporate Center Drive Eagan, MN Subject: Rely to Item 5 of City co:nments dated Apri125, 2005 Dear Mr. Novaczyk, This item states that enclosed parking gazages shall comply with Section 406.4.2. IBC, which refers to Section 404 of the IMC (provide mechanical ventilation systems). We have reconsidered the use classification of the gazage and would like to reclassify this space from Crroup S-2 (3113), Low-Hazard, to Group U(312.1), Utility and Miscellaneous. This classification allows for Private Garages, which is the intended use of the space, as the units are privately owned and not for public use. Section 406.1.2 (Area Increase), states that Group U occupancies used for the storage of private or pleasure-type motor vehicles where no repair work is done ar fuel dispensed are permitted to be 31000 square-feet when the following provisions aze met: Far a mixed-occupancy building, the exterior wa11 and opening protection for the Group U portion of the building shall be as required for the major occupancy of the building. For such mixed occupancy building, the allowable floor area of the building sha11 be as permitted for the major occupancy contained herein. More than one 3,000-square-foot Group U occupancy shall be permitted to be in the sasne building, provided each 3,000-square-foot area is separated by fire walls complying with Section 705. Mr. Craig Novaczyk Eagandale Business Center 1345 Corporate Center Drive It is our intent to classify the middle garage wall as the Fire Wall for garages. This will limit the space to 3,000 square feet. The Firewall wi11 be constructed of 12" CMU and will have a 3-hour IJL rating as required in table 705.5. As allowed under 705.5, Exception 3, firewalls will terminate at the interior of the noncombustible exteriar sheathing as the building on each side of the fire wall is protected by an automatic sprinkler system. Our design is for the storage of private vehicles, there is not repair work done or fuel dispensed, and we meet the 3,000-square-foot limitation. Therefore, we do not believe that a mechanical ventilat;on system is required as stated in 406.4.2. We would appreciate your review, and if acceptable, aclmowledaement that our interpretation is acceptable. iastly, we wouid appreciate approximateiy one hour of your time the week of May 16, 2005 to discuss tenant layout changes based on new Owner requirements. Sir.cerely, Peter M. St}x, AIA Chief Manaoer C: Paul Kolias Watson Forsberg Company TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL IlVSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAI.OFFICER ^ ?L,._E WFX,ENER, ENGINEERING TECHNICIAN ? CRAIG NOVACZYK, SENIOR DA ( 33S RE: PLAN REVIIEW FOR 100 CORPORATE CENTER DRIVE BLOCK 1, LOT 2, EAGANDALE OFFICE PARK 5? AD?ITION The plans are in our plan review section for your review and comment. #22 Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building pernut: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes O No PRV Required ZONING? METER SIZE Signature Date CD/FORMSBLDG INSP(PLAN REVIEW CRASG N REVISED 9- 02 TO: TOM STRUVE, 5UPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIItE MARSHAL ERIC Mr1CBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: APRII,18, 2005 l'3as' RE: PLAN REVEEW FOR ]iO CORPORATE CENTER DRIVE BLOCK 1, LOT 2, EAGANDALE OFFICE PARK 5'H ADDITION The plans are in our plan review section for your review and comment. #22 Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building pernut: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes 0 No tree dedication ? Yes ? No V Required ? Signature CD/FORMSBLDG IN P AN REVICW CRAIG N ZONING? METER SIZE ,20 ?d %,?- Date RE VISED 9- 02 TO: TOM STRiJVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, F'Il2E MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSLSTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DII2ECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCLAL OFFICER LANE WEGENER, ENGINEERING TECHNIC7AN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: APRII, 18, 2005 1335' RE: PLAN REVrEW FOR0f6 CORPORATE CENTER DR1VE BLOCK 1, LOT 2, EAGANDALE OFFICE PARK 5'H ADDITION The plans are in our plan review section for your review and comment. #22 Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building pernut be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No PRV Required 5ignature ZONING?_ METER SIZE Date CD/FORMSBLDG INSP/PLAN REVIEW CRAIG N REVISED 9- 02 40! TOM STRUVE, SUPERINTEN?ENT OF STREETS & EQUIPMENT LEON WEILAN?, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FII2E MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DII2ECTOR OF PUBLIC WORKS ?? y/-7 TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN °°.;-- CRAIG NOVACZYK, SENIOR INSPECTOR DATE: APRIL 18, 2005 1sw RE: PLAN REVIEW FOR 00 CORPORATE CENTER DRIVE BLOCK 1, LOT 2, EAGANDALE OFFICE PARK 5' ADDITION The plans are in our plan review section for your review and comment. #22 Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and noti£y and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: 1 UvM / C?Y-1 ? Yes ? No ? Yes ? No ? Yes ? ? Yes ? ? Yes ? f ? Yes ? landscape security required o water quality dedication park dedication trail dedication tree dedication TRV Required ZONING? METER SIZE 4 --Zoo v S Signature Date CD/FORM3BLDG INSP/PIrVV REVIEW CRAIG N REVISED 9- 02 Indicate any fees that are to be collected with the building pernut: AMOUNT ? TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLETI'NER, FIItE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT TIiERKELSEN, CHIEF OF YOLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: APRIL 18, 2005 I 33 S RE: PLAN REVEEW FOR lE1SCORPORATE CENTER DRNE - BLOCK 1, LOT 2, EAGANDALE OFFICE PARK 5TH ADDITION The plans are in our plan review section for your review and comment. #zz Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Camments: 6/&/ce- 0( iS+JA.Al 7".-c- 2,9 AI? ?'? i??u v Indicate any fees that aze to be collected with the building permit: AMOUNT )91 Yes ? No landscape security required ? Yes St No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes N ;? No tree dedication ? Yes , ? No PRV Required Signature SOO ZONING? P17 METER STZE Date CD/FORMSlBLDG INSP/PLAN REVIEW CRAIG N REVISED 9- 02 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEII.AND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER - KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIItECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: APRIL 18, 2005 RE: PLAN REVIIEW FOR 1345 CORPORATE CENTER DRIVE BLOCK 1, LOT 2, EAGANDALE OFFICE PARK 5'$ ADDITION The plans are in our plan review section for your review and comment. #22 Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: (h ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication METER SIZE ? Yes ? Yes ? No ? No ? Yes ? No ? Yes a-No park dedication trail dedication tree dedication PRV Required aL,212? ??alxz SIgnature i?A C)5- Date CD/PORMSBLDG INSP/PI,AN REVIEW CRAIG N KEVISED 9- 02 Indicate any fees that are to be collected with the building permit: AMOUNT The Construction site identified below is cc Elimination System General Permit (MNR1 Pollution Control Agency to discharge stori Owner: General Contractor: 9LA/34 Eagandale Business Center, LLC Watson Forsberg Company Project Name: Eagandale Business Center - CSW Identification Number: C00015723 August 8, 2005 Date Issued If you have questions regarding the storm water program for construction activity, please access the MPCA's storm water site at http://www.pca.state.mn.us/water/stormwater/index.html, or call the MPCA's Customer Assistance Center at 651-297-2274 or toll free at 800-646-6247. Ac,r•21. 2005 1:19PM WATSON-FORSBER6 C0. -44T,:rUtica Ave. S., Mpls., MN 55416 F'h: 952-544-7761, Fax; 952-544-1826 No.1554 P. 1/I I K7 A % I A I L It - . ? r, To: Craig Novacryk - Ciry of Eagan F.om: Jodi Edwards - Met Council Paui Kolias Fam 651/675-5012 pages; ? Pm1O1? osee: 4/27/2005 Re: Eagandale Business Center cc: Pat Sobota - WF ? Ungent ? Fer Revieyy ? please Comment ? PlOase Reply ? Please q¢eycle . Comments: Craig, I have confirmed with Jodi regarding (he SAC determination for the above-mentioned project. She does not see the need to re-issue letters for each building but that the project wiil have a total of 16 SAC units or 4 units per building (one SAC unit per office condo). We can track this on a per building basis with no difficulty. Any questions don't hesitate to contact me. Thank you An original of this fax will be fonnrarded by mail: Yes X No If you experience any problems recehring this fax, please cap (952) 5447761. ? Metropolitan Council R C ra ???? C 4? II III DEC 30 2004 December 28, 2004 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dea: NL-. Schoeppner: Enoimnmental Services ine A/etropontan Councu Environmentai Services Division has determined SAC for the Eagandate Business Center to be located vrithin the City of Eagan. This project shouid be chz.rged 16 SAC Units, zs de:e:mined beiow. SAC Units rHZ:gas: Gffice Condotni.-uums 16 units @ 1 SAC/L1nit , 16.00 SA-L UN/TS ?B?oG?. . .- Ifyou have any questions, call me at 651-602-1113. Sincerely, ? &- Jodi Edwazds Staff Specialis? Municipal Senzces Section JLE: (300) 04122855 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Paul Kolias, Watson-Forsberg Co. www.metrocouncii.org Metzo Info Line 602-1988 230 East Fifth St:'zzt • Sl. Paul, Miiuicsofa 55101-1626 •(651) 602-1005 • Fax 602-1138 •'I'fY 291-0904 An Equa[ ODPa+'N/nity Employer . EAGANIYALE OFFICE PARK 5 PERMIT DATE & TYPE LOT ai97 010 020 22534 APPROVED 3/02 BL ADDRESS Ol 1365 CORPORATE CENTER CURVE Automated Accounting Solutions -1998 AIS Group - 1998 American Family Insurance Gateway Capital Corporation - 1998 Embry-Riddle University - 1998 Power Systems Reseazch - ] 997 01 A buildings on Lot 2 1345 CORPORATE CENTER CURVE # 51-0 G- ? 1335 CORPORATE CENTER CURVE a LDE- ?- 2- 1325 CORPORATE CENTEI2 CURVE ALDIs- &-3 1:t.- 4 1315 CORPORATE CENTER CURVE gl-b ?'_ 63 und; y, May 15, 2005 7:11 PM 9 - Peter Styx 1-651-452-2497 Attention: Mr Craig Novaczyk Date: 5/ 15/2005 Company: City of Eagan Number of Pages: 3 Fax Number: 651-675-5012 Voice Number: From: Peter Styx ? Company: / Fax Number: 1-651-452-2497 P / Voice Number. 1-651-452-2497 OOP.?? \?G\ SubjeCt: Eagandale Business Center - 1345 Corporate ?-enter Drive Comments: P/c-oPo S ;e review and respond. ks! 651-253-0184 p.01 . , Sunday, %lay'I5, 2005 7:11 PM Pe[er Styx 1-651-452-2497 p.02 PACT Architect;;, pllc 3563 Widgeon Way Eagan, Minnesota 55123 651-253-0184 May 16, 2005 Mr. Craig Novaczyk Scnior Inspcctar City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Office Condo Building Eagandale Business Center 1345 Corporate Center Drive Eagan, MN Subject: Rely to ltexn 5 oPCity comments dated Apri125, 2005 Dear Mr. Novaczyk, This item states that enclosed parking j,arages shall comply with Section 406.4.2. IBC, which refers to Section 404 of die IMC (provide znechanical ventilation systems;. We have reconsidered the use classification of tlie gazage and would like to reclassiiy this space from Group S-2 (311.3), Low-Hazard, to Gr,iup U(312.1), Utility and Miscellaz:eous. This classification allows for Private Gazage s, which is the intended use of the space, as the units are privately owned and not for public use. Section 406.1.2 (Area Increase), sta[es 1iat Group U occupancies ttsed for the sTOrage of private or pleasure-type motor vehicles where :io repair work is done ar fuel dispensed aze permitted to be 3,000 square-feet when the following provisions aze met: For a mixed-occupancy buil ding, the exlerior wal] and opening protection for the Group U pomon of the building shall be as required for the maj or occupancy of the buAldittg. For such mixed occupancy bwlding, the allowable floor area of the building shall be as permitted for the major occupancy contained herein. Mure than ona 3,000-square-foot Urouo U occupancy shall be permitted tr.• be in the same building, provided each 3,000-square-frot azea is sepazated by fire walls cemplying with Section 705. Sunday, PAay 15, 2005 7:11 PM Peter Styu 1-651-452-2497 p.03 Mr. Craig Novaczyk Eagandale Business Center 1345 Corporate Center llrive It is our intent to classify the middle g?irage wall as the Fire Wall for garai!es. This will limit the space to 3,000 square feet. The Firew:i.ll will be constructed of 12" CMU and will have a 3-hour UL rating as required in table 705.5. As allowed under 705.5, Gxception 3, i_irewalls will terminate at the interioz of the noncombustible exterior sheathing as i he building on each side of the fire wall is protected by an autotnatic sprinkler system. Our design is f'or the storage of private vehicles, there is not repair work done or fuel dispensed, and we meet the 3,000-square-foot limitation. Therefore, we do not believe that a mechanical ventilation system is required as stateci in 406.4.2. We would appreciate your review, and if acceptable, acknowledgement that ow interpretation is acceptable. Lastly, we would appreciate approximately one hour of your tune the wee:< of May 16, 2005 to discuss tenant layout changes based oix new Owner requirements. Sincerely, A ? Peter M. St?, AIA Chief Manager C: Paul Kolias Watson Forsberg Compmy Craig Novaczyk From: Julie Strid Sent: Thursday, July 14, 2005 11:14 AM To: Pam Dudziak; Craig Novaczyk Cc: Sue Sheridan Subject: Eagandale business Center FYI, Page 1 of 1 1 have put a hold on the building permit for Eagandale Business Center. Their escrow account is in Ares of $1,019,50. Any questions please contact me. Thanks, Julie Strti? Julie Strid Planning Aide City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 659-675-5686 07/14/2005 Page 1 of 1 Craig Novaczyk From: Julie Strid Sent: Friday, July 15, 2005 9:55 AM To: Sue Sheridan; Craig Novaczyk; Pam Dudziak Cc: Mike Ridley; Dale Schoeppner Subject: Eagandale Office Park fYl, I just talked with Jeff Larson with JBL and he is aware that we put a hold on his building permit until the negative escrow batance of $1014.50 has been paid in full and he brings in stamped copy or receipt that he has brought the Final PD to be recorded. He is ctosing on the July 27th and will be at that time, bring everything in to the County. I assumed he would bring the check for his escrow and the receipt for his Final PD at the same time. 1 will let you know as soon as I receive everything and able to take the hold off. Thanks, Julie Stri? Julie Strid Planning Aide City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 651-675-5686 07/15/2005 Page 1 of 1 Craig Novaczyk From: Julie Strid Sent: Tuesday, August 02, 2005 1:02 PM To: Pam Dudziak; Mike Ridley; Jan Severson Cc: Craig Novaczyk Subject: Eagandale Business Center Good News, I have received the time stamped copy of the Finat Ptanned Development Agreement for Eagandale Business tenter and the negative balance has been paid as well. We can now lift the hold that we had on their building permit. Thank You for all your help, JI'i;z strq Julie Strid Planning Aide City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 651-675-5686 08/02/2005 Tuesday, May 31, 2005 629 AM Peter Styx 1-651-452-2497 p.03 2 ROOF ' sFaf-E?ve° . r-m^ ? ? OP1? Id'-5" X 10'-0` OniiCE I6•-o` x 15'_2• asice axice W-0° e f-'-T--- I I i nx.e ?exa A 0 ?6k0 ? bxa ? tl I ? - ________________., I I ? PATIO ? ? I i I r _ I 48LA. W-0' k BREOK/cOPr I ? _ m I P?iE P? p•.6' )< D'-0" Q Ib'41" X 15'-0' 6%8 ? El£Y. riEH 1 I 1 I 6%6 ? 6X8 1 I 0 I A900G POR*NE2 w•-i• x p'-s• 4 SEGOND LEvr=L LENMAN LUT7ER/J5_ GOMPANfES ?.!1 ?A?:?,?• . _m, 5?3/ ros - - - _ -- _- - - _----?. -_ /. _ / :? i3y? Gdr/ :.d/2?r6 1 651 452 2497 Tuesday, May 31, 2005 629 AM Peter Styx 1-651-452-2497 PACT Architects, p11c 3563 Widgeon Way Bagan, Minnesota 55123 651-253-0184 May 31, 2005 Mr. Craig Novaczyk 5eniorInspector City of Eagan 3830 Pilot Knob Road Eagan, IvfN 55122-1897 Re: Office Condo Building Eagandale Business Center 1345 Carporate Center Drive Eagan, MN Subj ect: Layout changes to 1345 Co rporate Center Drive Dear Mr. Novaczyk, This is to advise you of pending interior layout changes to ovr inatial bu:tlding at ] 345 Corporate Center Drive, which are included as an attachment. These changes aze tFie result of the pnrchasers business needs. We have not completed an egress analysis or full code review, but do envision several changes as a result kif this investigation. When the laycnzt is finalized, we will modify our documents and resubmit for the building permit. We wish to continue with and pull a permit for out original building plaiLs, which will be constructed at 1335 Corpozate Center Drive. Please advise of any procedural or aLlministrative steps that we should take to implement these pending changes. Sincerely, Peter M. 5tyx, AIA Chief Manaaer p.01 C: Paul Kolias - Watson Forsberg Cornpany TuesdGy, May 31, 2005 6:29 AM Peter Styx 1-651-452-2497 P 0Z 3 FIRST LEVEL LEI-IMAN LUTtER/JbL COMPANIES Ql ec.a?e.va• . r.w In- HEGH II'W X n y eLEV. ?v. STOR^FE EWIP. X n I G?rARAGE LEVEL scni.?ve^ . r_m. I nd? CP,?i-' 5/3?S Permit Number Envelope Compliance Certificate cneckea sy/Dace Standard 90.1-1999 COMcheck-EZ Softwaze Version 2.4 Release 2 Data filename: C:\Program Files\ChecklCOMcheck-EZ\eagandale office.rtf Section 1: Project Information ProjectName: Eagandale Business Center Designer/Contracror: Gilbert Mechanical Document Author. Brian Schutz Section 2: General Information Building Location (for weather data): Eagan, Minnesota Heating Degree Days (base 65 degrees F): 7981 Cooling Degree Days (base 50 degrees F): 2680 Building type for envelope requirements: Non-Residential Activitv Tvpe(s) Floor Area Common Space Types Office - Open Plan 12000 Warehouse and Parking Parking Garage - Pedestrian 6000 Project Description (check one) New Construction Addition Alteration Section 3: Requirements Checklist Bldg. ? Dept. ? Use ? ? Insulation [ ] ? 1. Open-blown or poured loose-fill insulation has not been used in attic roof spaces with ? ceiling slope greater than 3 in 12. [ ] ? 2. Wherever vents occur, they are baffled to deflect incoming air above the insulation. [ ] I 3. Recessed lights, equipment and ducts are not affecting insulation thickness. [ ]? 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. I l I 5. All exterior insulation is covered with protective material. [ ] ? 6. Cargo and Ioading dock doors are equipped with weather seals. I I Fenestratioo and Doors [ ] I 7. Windows and skylighu aze labeled and certified by the manufacturer for U-factor and SHGC. [ ] ? S. Fixed windows and skylights unlabeled by the marmfacturer have been site labeled using the ? default U-factor and SHGC. [ ] ? 9. Other unlabeled vertical fenestration, operable and fixed, that aze unlabeled by the ? manufacturer have been site labeled using the default U-factor and SHGC. ? No credit has been given for metal frames with thermal breaks, ? low-emissivity coatings, gas fillings, or insulating spacers. ? Air Leakage and Component CertiScation [ ] ? 10. AO joints and penetrations are caulked, gasketed, weather-stripped, or othenvise sealed. [ ] ? 11. Windows, doors, and skylighu certified as meeting leakage requirements. ( ] ? 12. Component R-values & U-factors labeled as certified. [ ] I 13. Building entrance doors have a vestibule and equipped with closing devices. ? Exceptlons: ? Buildings less than four stories above grade, building entrances with revolving doors. Climate-Specific Requirements Component NamelDescriotion Gmss Cavity Cont. Proposed Budget Area R-Value R-Value U-Factor U-Factor Roof 1: Insulation Entirely Above Deck 6000 0.0 19.0 0.051 0.063 Exterior Wall 1: Wood-Framed, 16" o.c. 7480 19.0 0.0 0.067 0.089 W indow 2: Metal Frame with Thermal Break, Double Pane with Low-E Clear, Fixed, SHGC 0.87 1896 --- --- 0.530 0.570 Exterior Wall 2: Concrete Block, 12", Partially Grouted, Cells 6mpty Medium Densiry , Furzing: None 960 --- 0.0 0A20 0.104 Basement Wall 1: Concrete Block, 12" Thick, Partially Grouted, Cells Empty Medium Density, Fumng: None, Wall Ht 8.0, Depth B.G. 8.0 960 --- 2.5 0.205 0.574 Basement Wall 2: Concrete Block, 12" Thick, Partially Grouted, Cells Empty Medium Density, Furring: None, Wall Ht 8.0, Depth $.G. 4.0 800 --- 2.5 0.205 0.579 (a) [3udget U-factors are used for software baseline calcnlations ONLY, and are not code requirements Envelope PASSES: Design 1%better than code Section 4: Compfiance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to mee2 the Standard 90.1-1999 requirements in COMcheck-EZ Version 2.4 Release 2. Principal Envelope Designer-Name Signature D e Pemiit Number Lighting and Power Compliance Certificate Standard 90.1-1999 COMcheck-EZ Software Version 2.4 Release 2 Data filename: C:\Program Files\Check\COMcheck-EZ\eagandale oFfice.rtf 5ection 1: Project InformaNon ProjectName: Des igner/Contractor: Document Author: Section 2: General Information Building Use Description by: Eagandale Business Center Gilbert Mechanical Brian Schutz Activity Type Activiri Twe(s) Common Space Types Office - Open Plan Warehouse and Parking Parking Gazage - Pedestrian Project Description (check one): New Construction Addition Alteration Section 3: RequiremenYs Checklist Bldg. Dept. Use I ) Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 16800 16480 YES Checked By/Date Floor Area 12000 6000 Exterior Lighting 2. Minimum efficacy of 601umen/watt for lamps greater than 100W 3. Lighting power for ree-standing canopy areas or building entrances with canopies is less than or equal to 3 watts per square foot 4. Lighting power for building entrances without a canopy is less than or equa] to 33 watts per lineaz foot of door width 5. Lighting power for building exits is less than or equal to 20 watts per linear foot of exit door width 6. Lighting power for building facades is less than or equal to 025 watts per square foot of the illuminated area Exceptions: Controlled by motion sensor, signal or advertising signage, highlighting features of historic monuments and buildings, or required for safety or security. ? Controls, Switching, and Wiring [ ] ? 7. Independent manual or occupancy sensing controls for each space (remote switch with ? indicator allowed for safety or security). ? Ezception: Areas that must be continuously lighted. [ ] ? S. Automatic shutoff control for lighting in >5000 sq.ft buildings by time-of-day device, ? occupant sensor, or other automatic control. ? Exceptron. 24 hour operation lighting. [ ] ? 9. Master switch at entry to hoteVmotel guest room. ? l I 10. PhotocelUastronomical time switch on exterior lights. ? Exceptions: Areas requiring lighting during daylight hours [ ] ? 11. Tandem wired one-lamp and [hree-lamp ballasted luminaires. I Exceptions: ? Electronic high-frequency ballasts; Luminaires not on same switch I ? Voltage Drop [ ] ? 12. Feeder conductors have 6een designed for a maximum voltage drop of 2 percent. [ ] ? 13. Branch circuit conductors have been designed for a maximum voltage drop of 3 percent. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed ro meet the Standard 90.1-1999 requirements in COMcheck-EZ Version 2.4 Release 2. , &Lt LF'nl - Principal Lighting Designer-Name Signature Date Section 5: Post Construction Compliance Statement Record Drawings and Operating and Maintenance Manuals Construction documents with record drawings and operating and maintenance manuals provided to the owner. Lighting Designer or Contractor Signature Date Lighting Application Worksheet Standard 90.1-1999 COMchec/aEZ Software Version 2.4 Release 2 Section 1: Allowed Lighting Power Calculation A rea Cateeory B Floor Area (ft2) C Total Allowed Watts (watts/ft2) D Allowed Watts (B x C) Common Space Types Office - Open Plan 12000 13 15600 Warehouse and Parking Parking Garage - Pedest 6000 0.2 1200 Total Allowed Watts = 16800 Section 2: Actual Lighting Power Calculation A B C D E F Fixmre Fixture Description / Lamps/ # of Fixture ID Lamp Description / Wattage Per Lamn / Ballast Fixture Fixtwes Watt. D x E 1 48" T8 32W / Electronic 3 165 96 15840 2 48" T12 40W / Electronic 1 16 40 640 Watts = 16480 Section 3: Compliance Calculation If the Tota! Allowed Watts minus the TotalActual Watts is greater than or equa7 to zerq the building complies. Total Allowed Watts = 16800 Total Actual Watts = 16480 Project Compliance = 320 Lighting PASSES: Design 2% better than code Permit Number Mechanical Compliance Certificate Standard 90.1-1999 COMcheck-EZ Software Version 2.4 Release 2 Data filename: C:\Progrem Files\Check\COMcheck-EZ\eagandale office.rtf Section 1: Project Information Project Name: Eagandale Business Center Designer/Contractor: Gilbert Mechanical Document Author: Brian Schutz Section 2: General Information Building Location (for weather data): Eagan, Minoesota Heating Degree Days (base 65 degrees F): 7981 Cooling Degree Days (base 50 degrees F): 2680 Project Description (check one); New Construction Addition Alteration Section 3: Mechanical 5ystems List Checked By/Date uantit System Tvpe & Description 1 HVAC System l: Heating: Central Furnace, Gas, Heating Capacity >=65 -<225 kBtu/h / Cooling: Fie[d- Assembled DX System, Capacity <65 kBtu/h, Air-Cooled Condenser / Single Zone 1 Water Heating l: Electric Storage Water Heater, Capacity: 6 gallons Section 4: Requirements Checklist Bldg Dept Use Requirements Specific To: HVAC System 1 [ ] ? 1. Equipment minimum efficiency: ? Central Furnace (Gas): 78% AFUE or 80°/a Et [ ] ? 2. Total constant volume fan nameplate motor horsepower <_ 1_ 1 hp/1000 cfin [ ] ? 3. Hot gas bypass limited to 50% of total cooling capacity ? ? Requirements Specific To: Water Heating 1 [ ] ? 1. Hot water system sized per manufacturer's sizing guide [ ] ? 2. No efficiency requirements For water heater with storage capacity less than 20 gallons. ( ] ? 3. Piping, insulated to 1/2 in. if nominal diameter of pipe is <1.5 in.; I Larger pipe insulated to 1 in. thickness [ ] I 4. First S ft of outlet piping is insulated [ ] ? 5. Hot water storage temperaNre adjustable down to 120 deg. F or lower [ ] ? 6. Lavatory faucet outlet temperatures in public restrooms limited to 110 deg. F(43 deg. C) [ ] ? 7. Heat traps provided on inlet and outlet of storage tanks I ? Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] ? 1. Load calculations per 1997 ASHRAE Fundamentals [ ] ? 2. Thermostatic controls has 5 deg. F deadband ? - Exception: Thermostats requiring manual changeover between heating and cooling ? 1 I 3. Hot water pipe insulation: i in. for pipes <=1.5 in. and 2 in. for pipes >I.5 in. ? Chilled watedrefrigeranUbrine pipe insulation: 1 in. for pipes r-1.5 in. and 1.5 in. for pipes > 1.5 in. ? Steam pipe insulation: 1.5 in. for pipes r-1.5 in, and 3 in. for pipes >1.5 in. ? - Exception: Piping within HVAC equipment ? - Exception: Fluid temperatures between 55 and 105 deg. F ? - Exception: Fluid not heated or cooled ? - Exception: Runouts <4 ft in length [ l ? 4. Where separate t6ermostats are used for heating and cooling, acceptable measures are used to ? prevent simultaneous heating and cooling [ ] ? 5. Stair and elevator shaft vents are equipped with motorized dampers [ ] ? 6. Acceptable measures used to prevent simultaneous humidification and dehumidification ? - Exception: Desiccant systems and systems for uses requiring ? specific humidity levels (approval required) [ ] ? 7. Automatic controls for freeze protection systems present [ ] ? 8. Automatic ventilation controls (e.g., C02 conhols) or exhaust air heat recovery present ? for high design occupancy azeas (>100 person/1000 ft2) with >3,000 cfm outside air capacities [ ] 1 9. Duct, plenum, and piping insulation surfaces suitabty protected from ? weather, mois[ure, or likely damage [ ] ? 10. R-6 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building ? R-8 insolation between ducu and the building exterior when ducts are part of a building assembly ? R-3 supply and retum air duct insulacion underground [ ] ? 11. Duct Sealing: ? Presswe sensitive tape is not used as the primary sealant ? Longitudinal and uansverse seams for ducts in unconditioned spaces ? Longitudinal and transverse seams and duct wall penetrations for ducts outside the building ? Transverse seams on buried ducts [ ] ? 12. Humidistat controls prevent reheating, recooling, and mixing of ? mechanically heated air with mechanically cooled air [ ] I 13. Exhaust air heat recovery included for systems 5,000 cfm or greater with ? more than 70% ouuide air fraction or specifically exempted [ ] ? 14. Kitchen hoods >5,000 cfin provided with 50% makeup air that is uncooled and heated to ? no more than 60 deg. F unless specifically exempted [ ] I 15. Buildings with fume hood systems must have variable air volume hood design, ? exhaust heat recovery, or seprate makeup air suppty meeting the following: ? a) 75% make up air quantity, and /or ? b) within 2°F of room temperature and/or ? c) no humidification ? d) no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the Standard 90.1-1999 requirements in COMcheck-EZ Version 2.4 Release 2. ?j?,iA-J Principal Mechanical Designer-Name Signature Date Section 6: Post Construction Compliance Statement 1. HVAC record drawings of the actual installation and performance data for each equipment provided to the owner within 90 days after system acceptance. 2. HVAC O&M documents for alI mechanical equipment and system provided to the owner wi[hin 90 days after system acceptance. 3. Written HVAC 6alancing report provided to the owner. The above post construction requiremenu have been completed. 'P1K-l,,"l 4?1- 5 91-1-c7 Mechanical Designer or Contractor Signature Date Mechanical Requirements Description Standard 90.1-1999 COMcheck-EZ Software Version 2.4 Release 2 Data filename: C:\Program Files\Check\COMcheck-EZ\eagandale office.rtf The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Cercificate. Requirements Specific To: HVAC System 1 l. The specified heating and/or cooling equipment is covered by the ASHRAE 901-1999 Standazd and must meet the following minimum eff`iciency: Central Fumace (Gas): 78% AFUE or 80% Et 2. Total constant volume fan nameplate motor horsepower <= 1.1 hp/] 000 cfin 3. For cooling systems <= 240 kBtu/h, maximum hot gas bypass capacity must be no more than 50% total cooling capacity. Requirements Specific To: Water Heating 1 I. Service water heating system design loads for the purpose of sizing systems and equipment must be determined in accordance with manufacturers' published sizing guidelines. 2. Sevice water heating equipment used solely for heating potable water, pool heaters, and hot water storage tanks must meet the following miniumum efficiency: No efficiency requirements for water heater with storage capacity less than 20 gallons. 3. Service hot water piping, where required, must be insalated to 1/2 in. if pipe less than 1.5 in. nominal diameter. Larger pipe must be insulated to 1 in.. Pipe insulation will have a conductivity of less than 0.28 Btu. W(h-ft2 °F). 4. Insulation must be provided for the first 8 ft of outlet piping for a constant temperature nonrecirwlating storage system and for the inlet pipe between the storage tank and a heat trap in a storage system. 5. Temperature controls must be provided that allow for storage temperature adjustment from 120 °F or lower to a maximum temperature compatible with the intended use except when the manufacturer's installation instructioos specify a higher minimum thermostat setting to minimize condensation and resulting corrosion. Documentation of the installation instructions must be provided to be exempted from this requirement. 6. Temperature controlling means must be provided to limit the maximum temperature of water delivered from lavatory faucets in public facility restrooms to 110 °F. 7. Heat traps must be provided on inlet and outlet vertical pipe risers serving storage water heaters and storage tanks not having integral heat traps and serving a nonrecirculating system. Heat traps must be installed as close as practical to the storage tank. Acceptable heat traps are either a) a device speciFically designed for the purpose or b) an arrangement of tubing that forms a loop of 360 °F, or c) piping that from the point of connection to the water heater (inlet or outlet) includes a length of piping directed downwazds before connection to the vertical piping of the supply water or hot water distribution system. Generic Requirements: Must be met by all systems to which t6e requirement is applicable l. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 1 Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F dead6and (a range of temperature where no heating or cooling is provided). - Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 3. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter 2 in. for pipes>1 1/2-in. nominal diamecer. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes r-1 1/2-in. nominal diameter 3 in. insulation for pipes >1 1/2-in. nominal diameter. - Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. - Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. - Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 4. Where zone heating and cooling are controlled by separate zone thermostats, means (such as limit switches, mechanical stops, or, for DDC systems, software programming) must be provided to prevent simultaneous heating and cooling to the zone. 5. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required 6y fire and smoke detection systems. All graviry outdoor air supply and exhaust hoods, vents, and ventilators must 6e equipped with motorized dampers that will automatically shut whan the spaces served are not in ase. Exceptions: - Gravity (non-motorized) dampers are acceptable in buildings less than tlvee stories in height above grade. - VenYilation systems serving unconditioned spaces. 6. Wbece a zone is served by a system(s) with both humidi6cation and dehumidiCica[ion capability, means (such as limit switches, mechanical stops, or software programming) must he provided to prevent simultaneous operation of humidification and dehumidification equipment. - Exception: Zones served by desiccant systems, used with direct evaporative cooling in series; Systems serving zones where specific humidity levels are required. 7. AI] freeze protection systems, including self-regulating heat tracing must include automatic controls capable of shutting off the systems when outside a'u temperatures aze above 40 °F or when the conditions of the protected fluid wiil prevent freezing. Snow- and ice-melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50 °F and no precipitation is falling, and an automatic or manual control that will allow shumff when the outdoor temperature is ahove 40 °F. 8. Systems with design outside air capacities >3,000 cfm serving areas having an average design occupancy densiry exceeding 100 people per 1000 ft2 must include means to automaticalty reduce outside air intake below design rates when spaces aze partially occupied. Ventilation controls must be in compliance with ASHRAE Standazd 62 and Iocal standards. 9. Duct and pipe insulation exposed ro weather must be suitable for outdoor service; e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retazdant and provides shielding from solaz radiation that can cause degradation of the materiaLlnsulation covering chilled water piping, refrigerant suction piping, or cooling ducts located outside the conditioned space must include a vapor retardant located outside the insulation (unless the insulation is inherently vapor retardant), all penetrations and joints of which must be sealed. 10. All supply and retum ducts and plenums installed as part of an HVAC air distribution system must be thermally insulated: R-6 supply and retum air duct insulation in unconditioned spaces, R-8 supply and return air duct insulation outside the building, R-8 insulation between ducts and the building exterior when ducu aze part oF a building assembly, R-3 supply and return air duct insulation underground. Exceptions: - Factory-installed plenums, casings, or ductwork fumished as a part of HVAC equipment tested and rated in accordance with Section 6.2.1. - Ducts or plenums located in heated spaces, semiheated spaces, or cooled spaces. - For runouts <10 ft in ]ength to air terminals or air outlets, the rated R-value of insulation need not exceed R-3.5. - Backs of air outlets and ouflet plenums exposed to unconditioned or indirectly conditioned spaces with face areas exceeding 5 ft2 need not exceed R-2; those 5 ft2 or smaller need not be insulated. 11. Duct Sealing Requirements: - Pressure sensitive tape prohibited as the primary sealant - Longitudinal and transverse seams for ducts in unconditioned spaces - Longitudinal and transverse seams and duct wall penetrations for ducts outside the 6uilding - Transverse seams on buried ducts 12. Where humidistatic controls are provided, such controls must prevent reheating, mixing of hot and cold air streams, or other means of simultaneous heating and cooling of the same air stream. Exceptions: - capabiliry to fust reduce flow rate - cooling capacity <80 kBtu/h and capability to unload cooling equipment - cooling capacity <40 kBtu/h . - rigid humidity requirements - site-recovered or site-solar energy sources or - use of a desiccant systems. 13. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air suppty of 70% or greater of the supply air capaciry must have an energy recovery system with at least a 50% effectiveness. Exceptions: - Systems serving spaces that are not cooled and heated to <60 °F. - Commercial kitchen hoods (grease) classified as Type 1 by NFPA 96 - Systems exhausting toxic, flammable, paint, or corrosive fumes or dust If an air economizer is also required, heat recovery must be bypassed or controlled to permit air economizer operation. 14. Individual kitchen exhaust hoods larger than 5000 cfm must be provided with make-up air sized for at least 50% of exhaust air volume that is uncooled and either unheated or heated ro no more than 60 °F Exceptions: - Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. - Certified grease extractor hoods that require a face velocity no >60 fpm. 15. Buildings with fume hood systems having a total exhaust rate > 15,000 cfm must either have variable air volume hood design, exhaust air heat recovery, or sepazate make up air supply. CORPORATE CENTER DRIVE ? PROPERTY ELEC ? ? F ? 1345 CoRPORATE CENTER CuRVE BUILOING t ---------------? ? i I I 7335 CORPORATE CENTER CURVE ? 1325 CORPORATE CENTER CURVE ? BNIpING2 I FIINIMBVILDING3 ? ? 1 I O ? J L J L ?, 11 71 -i- rrI -i-n -i-rr? r -, ? ? I I I I I I I I I I I?1 I I I ?? 1 I I I I I I I I I LJ I I I L_ I I I ? I I I I I I ? ? ? 1 I 1375 CORPORATE ? I I I I I I I I I I I I? ? CENTER CURVE ? ?+-+-1 -i-?+?-i-1-? ? i ??? i a?o"m„ i C-7? i i --,? ? - y I J_ ?_ L 1 1 J- L L J L_____ J L L J. 3 PROPERTY LINE? CORPORATE CENTER CURVE ? / TYPE OF CONSTRUCTION: III q- FULLV $PRINKLEO OCCUPANCV CLASSIFlCATION: GARAGELEVEL 5-2-LOwHazartlStorage FIRSTAND SECONDLEVELS: B - BUSiness \ \ \ RETENTION POND \ / / ?j OA FIRE HVDRANT OC FIREALARMPANEL DQ FIRE SPRINKLER ROOM O ELECTRIC MAIN SHUTOFF FO GAS METER nG WATERSHUTOFF PACT EAGANDALE BUSINESS CENTER EMERGENCY RESPONSE Architects, pllc 1315, 1325, 1335, 1345 SITE PLAN 3563WIDEGONWAV CORPC3RATE CENTER CURVE EAGAN,MN 651453-0784 EAGAN, MN _ TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLETTNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DII2ECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: APRIL 18, 2005 RE: PLAN REVIEW FOR 1345 CORPORATE CENTER DRIVE BLOCK 1, LOT 2, EAGANDALE OFFICE PARK 5TH ADDITION The plans are in our plan review section for your review and comment. #22 Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fiil out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building pernut: AMOUNT ? Yes ? No ? Yes ? No ? Yes 0 No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedication park dedication trail dedication tree dedication PRV Required Signature ZONING?_ METER SIZE Date CD/PORMSBLDG INSP/PLAN REVIEW CAAIG N REVISED 9- 02 ?._p I' l 61 a ? I ' )- 4OMMERCIAL 0 t?" f ?66"UILDING PERMIT APPLICATION CITY OF EAGAN 651-681-4695 j a- r l- 0 ?-- S ? gs -1 . 2- ?" Foundation Onl New Construction Interior Im rovement • SWCturel Plans (2) sets • ArohitecWrel Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) . Structural Plans (2) • Code Analysis (1) • Certificateof5urvey (1) . CIViIPlans (2) • ProjectSpea (t) • CodeAnalysis (7) " • LandscapingPlans (2) • KeyPlan (1) • Projed Specs (i) . Code Malysis (1) . Master Exit Plan (1) • Spec.Insp.BTestingSchedule" • CertifcateofSurvey (1) • EnergyCalculations (1)notalways" • Soils Report (1) . Spec. Insp. & Testing Schedule (1) " . Elec. Power & Lighting Form (1) not always'" • Meter size musl be established • Meter size must be esta6lished • Meter size must be established - if applicable • ProjectSpecs (1) 1 • EnergyCalculalions (1)'" 1 1 • Electric Power & Lighting Form (1) b • Master Exit Plan (1) 1 1 • Fire ProtectionPlan (1)" 1 1 . Soils Report (1) 1 • MClES SAC determination letter . MClES SAC determination letter • MC/ES SAC determination letter ca11651-602-1000 ca11 6 51-6 02-1 000 ca11 651-602-7 000 " Contact Building Inspections for sample - Food & beverage or lodging facilities - submit plan to MN Department of Health. Call 651-215-0700 for details. DATE; WORKTYPE: _ NEW -k REMODEL CONSTRUCTIONCOST: ??•? SITEADDRESS: (?W &h5. CT/Z J ? C 4f P. CE471?-??2 ZF/ S TENANTNAME: NOIR,-TAC 5I AK.. ZMA-6-{ N SUITE#: ia[7 FORMER TENANT NAME, IF APPLICABLE: DESCRIPTION OF WORK R?'i ?M 17J.>? Name: G??"? Phone#:( ?W PROPERT'Y Last First OWNER --7 p _- StreetAddress: /' ? }-?C?j R (? ?L G ?? City: th I IV(J'f V!V State: Zip: Company: CONTRACTOR el StreetAddress: k ? N?s Ui ? Lv L r? City: y11 ??L ?' (y"/1??? State: ??lV Zip: ARCHITECT/ ENGINEER Company:C'6? -Z' Phone #: Name: Registration #: Z)? StreetAddress: ( 5 r)v C S City: r 1 1? ?J A)'G' ?Y UL?S State: 1 Y? lV ,.Zip, r???(? (c3 I Licensed plumber installing new sewer/water service: Phonel#:J(_) I hereby acknowledge that I have read this application, state that the information is correct, and ag)ree.tQ mp y wd pplic2ble State of Minnesota St2tutes and City of Eagan Ordinances. ? Signature of Applicant: ??? C i 1 1? ?_._ -- OFFICE USE ONLY SUBTYPE ? 01 Foundarion ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments ? 27 CommerciallInd ush-i al ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon WORK TYPE ? 31 New ? 35 Tenant Impr ? 42 Demolish (Foundation) ? 46 Windows/Doors ? 32 Addirion 11 36 Move Bldg G 43 Reroof ? 47 Repair ? 33 Alterations ? 37 Demolish (Bldg) ? 44 Siding ? 48 Authorization ? 34 Replacement ? 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Census Code ft? Zoning T• ? SAC Code 3 0 # of Stories No. of Units o Length No. of Bldgs. _I Width Const. (Actual) I(iR.. Basement sq. ft. (Allowable) ? First Floor sq. ft. UBC Occupancy $• FR. sq. ft. MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation APPROVALS Planning Building Engineering sq. ft. sq. ft. sq. ft. sq. ft. MCBS System City Water Fire Sprinklered Cl Plumbing ? Stucco/Stone Variance VALUATION $ ZZ J Ooo &%AL? Permit Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Traiis Dedication Water Quality Other Copies % SAC SAC Units Meter Size Totai - 22500 . EAGANDALE CTR IND PK #1 22531 22506 EAGANDALE CTR IND PK #7 22532 22530 EAGANDALE OFC PK #1 22533 1275 10 22500 141 03 1279 10 22500 142 03 1284 10 22506 020 Ol 1285 10 22530 030 03 1301 10 22530 010 03 1303 10 22532 030 01 1305 10 22532 010 Ol 1325/ 10 22531010 Ol 1345 1375 10 22533 020 Ol EAGANDALE OFC PK #2 EAGANDALE OFC PK #3 EAGANDALE OFC PK #4 CORPORATE CENTER DRIVE W. W. GRAINGER, SCOTTSMAN MIDWEST, PRECISION BEARING GLASTEELTENNESSEE CHECK TECH, AMERICAN RED CROSS OFFICE PLAN INC, ALLINA HEALTH CARE BIT3, SBS TECH PREP EXPRESS, FRONTIER MIDWEST HOMES, STAYWELL HEALTH SYSTEMS MGMT., COM-SQUARED DODD TECHNICAL, TRANS HEALTH, CALIFORNIA CLOSETS, NO. DAK. CTY. CHAMBER OF COMMERCE, PENNER DEVEL, POWER SYSTEMS RESEARCH, CRABTREE CO-2/99, BASYS TECH 2/9$ 7TH LIGHTING - 12/99 MiDWEST SYSTEMS, BC/BS 11/98. SONIC INNOVATIONS 3/99 POWER SYSTEMS 19 city oF eagan PATRICIA E. AWpDA Mayror PAULBAKKFN PEGGY CARISON GYNDEE FIELDS MEG T'[1 i FV Coundl Mem6ers THOMAS HEDGFS Ciry Adminirruor Municipal Cencer. 3530 Pilot Knob Road Eagan, MN 5 5 1 22-1 897 Phone: 651.681.4600 Fu: 651.681.46I2 TDD: 651.454.5535 Maincenana Facility: 3501 Couhman Point Eagm, MN 55122 Phone: 651.681.4300 Fu: 651.681.4360 TDD: 651.454.8535 wwwciryofagan.mm THELONEOAKTREE The rymbol of inength and growfh in out mmmuniry December 3, 2002 PREMIER GENERAL CONTRACTING 6609 KINGS VIEW LANE MAPLE GROVE N1N 55311 RE: NORTASTAR IMAGING REMODEL 1325 CORPORATE CENTER DR TO WHOM IT NIAY CONCERN: We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 1997 U.B.C. It is our goal that this review will help you in complying with the applicable codes and we aze, therefore, requesting that the following items be addressed: 1. Provide a complete Code Analysis consisting of: a. type of construction b. occupancy classifications c. occupancy separations, if any d. occupant load calculations e. plumbing fixture requirements 2. Please indicate wazehouse use and content. If you have any questions regazding the above requirements, please call me at 651-681- 4683. Beginning Mouday, December 10, my telephone number changes to 651-675- 5653. Sincerely, J. Craig Novaczyk Senior Inspecror ICN/j s cc: Dale Lampe, Lampe Assocates, 4722 Nokomis Ave S., Minneapolis MN 55406 *c1tV oF eagen PATRICIA E. AWpDA Mayor PAULBAKKEN PEGGY CARISON CYNDEE FIELDS MEGTII.I.EY Council Members THOMAS HEDGES CiryAdminimamr Municipal Center. 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.681.4600 Fae: 651.681.4G12 TDD: 651.454.8535 Maintenance Facility; 3501 Coachman Point Eagan, MN 55122 Phone: 651.681.4300 Fax: 651.68 L4360 TDD: 651.454.8535 www.cityofeagan.wm THELONEOAKTREE The symbol of strrng[h and growth in our wmmuniry December 3, 2002 PREMIER GENERAL CONTRACTING 6609 KiNGS VIEW LANE MAPLE GROVE MN 55311 RE: NORTHSTAR IMAGING REMODEL 1325 CORPORATE CENTER DR- TO WHOM IT MAY CONCERN: We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 1997 U.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 1. Provide a complete Code Analysis consisting of: a. type oY construction b. occupancy classifications c. occupancy separations, if any d. occupant load calculations e. plumbing fixture requirements 2. Please indicate wazehouse use and content. If you have any questions regazding the above requirements, please call me at 651-681- 4683. Beginning Monday, December 10, my telephone uumber changes to 651-675- 5683. Sincerely, joz? J. Craig Novaczyk SeniorInspector JCN/js cc: Dale Lampe, Lampe Assocates, 4722 Nokomis Ave S., Minneapolis MN 55406 PACT Architects, pllc 3563 Widgeon Way Eagan, Minnesota 55123 651-253-0184 December 15, 2005 Mr. Dale Schoeppner Chief Building Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Eagandale Business Center 1345 Corporate Center Drive Eagan, MN 0 ?? ? " t7. g a s Subject: Correction of Fire Treated Framing at Exterior Walls Dear Mr. Schoeppner, As discussed with Mr. Craig Novaczyk on November 16, 2005, while inspecting the site construction we observed that the exterior walls of the 1345 building were noY covstructed with non-combustible materials as required to meet the 2 hour assembly rating. As non-combustible materials may be fire-treated lumber per code, to correct this issue we proposed a two-coat application of Albi Manufacturing's 107A fire retardant intumescent paint to the exposed surfaces. This product is recognized as the "Standard of the Industry" due to its special formulation of intumescent components. It is designed for maYimum protection of combustible ox noncombustible surfaces and reacts to flame or heaY by foaming into a thick cellular insulative blanket. This product has been extensively tested by Underwriters' Labaratories, Inc., the Federal Government, and is approved by major building codes and insurance rating organizations. In addition, this product was subjected to a 30-minute extension of the ASTM-84 test procedure. This rating provides an equivalent to pressure treated, fire retazdant lumber and is so approved by the StaYe of California (guide 2280) when applied in two coats. lt is our understanding that you, as the City of Eagan's Chief Building Inspector, aze willing to accept this corrective measure with the requirement that as Architect of Record, we will certify that the materials are installed per manufacturer's recommended installation procedures and applied in two coats. We commit to follow this requirement and will submit a letter certifying to these facts as observed. Mr. Dale Schoeppner Eagandale Business Center 1345 Corporate Center Drive Thank you for accepting fhis correcrive measure. Sincerely, 44z? - IV Peter M. St}x, AIA Chief Manager Attachment: Albi Product Data C: Craig Novaczyk - City of Eagan Bob Forsberg - Watson Forsberg Company Albi AI6iManufacturing ??Bj ???,E ??.r? O Division of StanChem Inc. 401 Berlin St., East Berlin, CT 06023 (Product Data Infonnation) 8601828-0571 Faz:860f828-3297 page I of 2 http:!/www.albi.com PRODUCT DESCRiPTION: Albi 107A is a solvcnt based synthetic coaYing. Recognized as the "standacd of the industry," Albi 107A provides excellent fire retardant properties due to iYS special fonnulation of intumesccnt components. Designed for maximum protecdon of all combusYible or uoncombustible surtaces, it reacts to flame or heat at 300 degrees F Uy foaming inCO a thick cellular insulative blanket. This carbonaceous foam sharply limits the spread RECOMMENDED USES: Interior Applications: Combustible surfaces such as wood framing and paueling, trim, doors, cellulose fiber tilc, insulation buard and decarative displays. Noncombustible surfaces such as plaster and masonry corridors, stairwells, eLecTrical control panels, supplementazy pinfection W metal ducts aud fire dampers. Exterior Applications: Albi 107A may be used for ex[er•ior applications by ovec coating with Albi 144 Fire- Ivcrt Semi-Gloss Finish Coating to pcovide effective weathec abiliry characteristics (SeeAlbi 144 Data Shcet). WcatherometcrtestexposuresoftheAlbi 107A/144system for 1000 hours (cquivalent to 3 yeass) of cxCerior exposure TEST DATA & APPROVALS: Atbi 107A has beeu exYensively tested by Underwriters' LaboraCOries, Inc., the Federal Government, and is approved by major building codes and insurance rating organizltions. I'ested by Underwciters' LaboraYOries in aceordance witb AS'CM E-84, Albi 107A meets tUe flame spread and smoke development requirements of a Class A Fire U.L., INC. TEST DATA: of flame and insulates the surface Co which i[ is applicd. Albi 107A reduces smoke developmeut to low levels, critically iinportane in assuring rapid escape from fire. Applied like conventional paint, this intumescent coating provides excellent durability and wcax resistance as evidenced by wash, leaching and scrub ability tests. hava shown excellent durabiliry witb no significaut loss iu fire protection. The Albi 107A7144 System may be used for the following applications: CombustibleSurfaces: WoodPrarning,sidingsoffitarcas, cnclosures, wooden fire escapes, job sitc offices, tcmporaiy partitions, scaffolding, etc. (The Albi 107A/144 System is not recornmended far application to roof shinglcs. Noncombastible Surfaces: ECectrical contrul panels, ductwork, light steel framing. Retardant coating. Albi 107A was also subjecCed to a grueling 30 minute extension of the ASTM E-84 test procedure. "I'his rating provides an equivalent to pressure treated, fire retardant lumber and is so approved by the State ofCalifornia (Guide 2280) when applied in two coats at a xate of 87.5 Sq. Ft. per gallon per coat. Surface Douglas Fir Acoustical Tile Coverage (Sq, ft. per gal) Nwnbcr of Coats 175 150* 87.5 1 1/1 2 150 ;a1,1d`eV?'???a='?Kn"oti°a??;re" 'Sellw ,d?a's ??: ??,a?a??'mw,?"o=a'ad=ao=?<? badil WARRANTY :o?transit I°P61ad'ucts"mat ee6ou,eato Selle;'onl;aftE:eR„ee, aullwrulqn Fas knun opoineE Irom Sellee TM1e bregang wartaeN is ln lieu o/ali otM1er wrrnn.liex, wrelhnroml, wrrilqn, exyrxsv. Im01iee1 or slwWlury IAiPL1EO WARRRNTIES 9F MEPCHANTBILrtV NJD FITNE9S FOR A PqftTILWLpR PORPoSE WILL NOTqPPLY. Teetnlul oraMeratlvuu ie lmnlslreE ay ua eolely as an acwmmoaallon antl sM1all nol mueaea Ine acope ol oie responslblfil?az or Lehllily_ 9qllafs warranry odlgellona antl Buyels remedies M1ereuntler aa eolelyantl evcluslvaly as aleletl M1e?ein: In no evanl w1115eCe? be ?abl¢ MFOrMr IM1e law,-oM ollrer associaleE wx6 inwrratl v raplacing (pe prMUq Inv'ludng. W I nol Omretl b, ila narmvel entl appllcaHOa mbr otM1er inelde Aal oraonseqi dainages Albi Albi ManufacCUring ??Bj ???E ???? ? Division of StanChem Inc. 401 Bedin St, East Berlin, CT 06023 (Product Data. intonnation) 860/828-0571 Fax: 66018283297 page 2 of 2 http://www.albi.com U.L., INC. TEST DATA (contJ: SurFace Douglas Fir Acoustical Tile V1ame Sprcad 0-5 5-10 'One cont ofAlbi 144 Fire-Inert Couting applied over ALbi 107A al the rute of 450 Sq. ft per gallon. Used wherever a semi-glovs 6nish is desired or extended wear protection of the Albi ] 07A Fire Retardant Coating is required in high haffic areas_ PHYSICAL PROPERTIES: DRYItiG TIME: Air Dry - 4 hrs. TLASH POINT(TOC): 136 Deg F RECOAT: Allow overnight drying SOLLDS BY WEIGHT: 71% t 5% between coats. SOLIDS BY VOLUME: 55%± 5°/o YACKAGING: 1 gallon 5 gallon and WEIGHT/GALLON: 10.3 - ]0.5 Ibs 55-gallon drums. COLORS: Whitc and standard colors TINTING: Universal Colorants not to exceed 2 oz per gallon COVERAGE: 87.5 - 175 sq. fl'. per gallon '1'HINNER: Albi 107Asolvent ARCHITECTURAL SPECIFICATIONS: SURFACE PREYARATION: All surfaces must be clean, dry, and free of grease or any surface contaminarion that will impair or prevent proper adhesion. Glossy surfaces should be dulled to provide "tooth." On previously coated surfaces, test for compatibility as Albi 107A contains arornatic solvents. Prime meta] surfaces with A16i 487S. For masonry, drywall or plaster, seal surface before coating with Albi 107A of prime with Albi 107A thinned with orie pint of solvent per gailon of coating. MATERIAL: Fire retardant coating sball be Albi 107A as manufactured by Albi Manufacturing, Division of StanChem, Inc. or approved equal. Fire retarciant coating shall be tcsted and classified by Undenvriters' Laboratories, lnc. offering cvidence of Class A raCing. Material shall be applied aL ttie listed ratc of coverage to con£orm to the UL classiticaCion and to the intent of this specification. SAFE7'Y PRECAUTTONS: WET R[LM THICKNESS: 10.0 - 19.5 Mils DRY FILM TffiCKNESS: 5.5 - 10.5 Mils VISCOSITY: 95 - 100 Krebs Units For a semi-gloss finish or deep decorator color fmish, ovetcoat Albi 107A Fire Retardant Coating with Albi 144 Fire-Inert Coaung. APPLICATION: Apply Albi 107A in one or multiple coats to achieve specific covexage rate. Allow overnight drying behveen coats. Albi 107A orAlbi 144 can be applied by spray, brush or roller. For spraying consistency, thin with Albi 107A solvent noC to exceed one pint pcr gallon. Write for further test inforrrtuabn on Adbi 107A or ozir complete line of,fzre retardant cocafiangs aiid fireproofing sysfierras, or you may vistt our web site. winrx.albi. cnm Albi Cote 107A cootains flammable solvents. Never apply material near an opeii flame or exces,ive heaG Pxoper venti lation should be provided especially in enclosed areas. Avoid prolonged breathing of vapor, and repeated contact with sldn. For safety inforniadon onAlbi Cote 107Aplease request the cuttent Materia] Safety Data Sheet. Rev: 12410 iA//?p/"\ I<RANTY ?IM?TE?Ne'?? IMhI& I1qpTI0e4RLVe??pmvltletlMalBUyBl g ?eSelerqwnptnNCeN?wYpg?otsetlOMttt? ntlSa9zhGOryprooflM1e?eoCRWUIXSmry?x mWmeu?lnb?lel o?rycXe' wAlen III iY authoY.zaliont?eslmanoblalnepGpmSeller.ihxbre<ptrywertatLLY1%Nf ofa9oNerw9nmb1Oms,nipelMrosl,att9aenaxp'aas.ImM'aa1a'=1atWOry.IMPl1£9'ARRPN(1ESQFMERCNnNT{Ri{1TY AND FItNESS F9R q PqRTIGOL4R Pt1RPO5E WILL NOiPPMY Technical or MneraOVlre ielarnlsaeE by uasolery as an azcommoEallwi anE srall nol lnvease P. scvpe oi mr mspons6111I as or usomry. seuer's waramy omiyatiors ana suyers emem.s ne„uMer xre soiery ana erwwxnaiy zs atetaa nerem. m no evem wm seuer x uawe e?xner mr me iam_ aea omera=sooll cosu ?wrrea i repladar{11M1epeMUCLIneluding,pNnot IImINOb,psremovalaMOp.Mkallm.orbr olM1er@cl4anlalor=onsWueneeltlarziagas. WGILBERT Gilbert Mechanical Contractors 4451 West 76th Street Minneapolis, MN 55435 (952) 835-3810 Letter of Transmittal 03/16/06 Send Via: x Mail Pick Up City of Eagan Delivery 3830 Pilot Knob Road 1-hour Eagan, MN 55122 Attn; Permits Enclosed is (are): Shop Drawings Close-Out Documents Protluct Submittals Re: Eagandale Business Center Change Order Letter ; 1345 Corporate Center Drive . Request for Proposai Permit X Other Quantit Item 1 Set Orsat Test Reports 1 Set Ventilation Test Report These are Transmitted: For Approval Returned After Use Per Your Request Rejected For Your Information Revise and Resubmit Approved For Review Approved as Noted X For Your Use For Bids Due: Remarks: Copies to: From: Brian Schutz Pro ect Mana er VENTILATION TEST REPORT TESTED BY: J. Norton onre: February 16,2006 N ? ? I- ?lC ? # doe rAMe: Eagandale Business Center AREA SERVED OPENING K REQUIRED PRELIMINARY FINAL NO. 1 1 SIZE FACTO VEL CFM VEL CFM VEL CFM VEL CFM Room 200 1 12x12 200 325 208 Room 201 1 12x12 250 280 260 Room 202 1 12x12 250 330 257 Room 203 1A 12x12 150 240 162 Room 203 16 12x12 150 230 153 Room 204 1A 12x12 175 250 177 Room 204 1B 12x12 175 270 180 Room 207 1 12x12 250 375 255 Room 208 1 12x12 150 170 160 Room 210 1 12x12 250 375 255 Room 212 1A 12x12 250 270 260 Room 212 1B 12x12 200 305 205 Room 213 1 12x12 200 275 200 Room 214 1A 12x12 150 195 150 Room 214 1B 12x12 150 190 155 VENTILATION TEST REPORT TESTED BY: J.Norton DATE: February 16, 2006 # ? I- ? JOB NAME: E298f1d812 BUSIf1eSS CEI1tE1' AREA SERVED OPENING K REQUIRED PRELIMINARY FINAL NO. S12E FACTO VEL CFM VEL CFM VEL CFM VEL CFM RTU#6 (Rm #205) 1 12x12 250 280 255 Room #200 1 12x12 200 305 205 Room #209 1A 12x12 175 210 180 Room #209 16 12x12 175 - 200 185 Room #209 2A 12x12 175 240 175 Room #209 26 12x12 175 200 180 Room #209 3A 12x12 175 245 185 Room #209 3B 12x12 175 210 175 Room #216 1A 12x12 175 190 180 Room #216 1B 1202 175 185 185 Room #215 1 12x12 200 230 205 Room #219 Male 1 12x12 100 140 110 Room #219 Female 1 12x12 100 150 105 Hallwa #1 1 12x12 150 180 155 Room #217 1A 12x12 150 175 160 Room #217 1 6 12x12 150 170 165 VENTILATION TEST REPORT TESTED BY: J.Norton DATE: February21,2006 "/ ? ? ?J ? Joa Nanne: Eagandale Business Center AREA SERVED OPENING K REQUIREO PRELIMINARY FINAL NO. SIZE FACTO VEL CFM VEL CFM VEL CFM VEL CFM 5 OOf O y Recept. Rear 1 12x12 250 160 250 Board Room 1A 12x12 150 195 155 Board Room 1 B 12x12 150 265 150 Board Room 1C 12x12 150 270 750 Board Room 1D 12x12 150 200 160 Stora e 1st Floor 1 12x12 100 150 110 Room #101 1 12x12 200 185 200 Hallwa Rear Stair 1 12x12 150 175 160 Room #102 1 12xi2 200 305 205 1st Floor Lobb Front 1A 12x12 175 225 180 1st Floor Lobb Front 18 12x12 175 205 180 Conference 1A 12x12 182.5 230 185 Conference 16 12x12 182.5 220 190 Room #103 1 12x12 250 320 250 Room #104 1 12x12 250 285 255 Room #105 1 12x12 300 340 310 VENTILATION TEST REPORT TESTED BY: J. Norton DATE: February 21, 2006 W ? ? ?r ? ? $? JOB NAME: E898f1CJ8I2 BUSIIIESS CBlltef AREA SERVE? OPENING K REQUIREO PRELIMINARY FINAL NO. SIZE FACTOR VEL CFM VEL CFM VEL CFM VEL CFM Room 106 1 12x12 175 250 180 Room 107 1 12x12 175 235 175 Room 108 1 12x12 175 205 180 Room 109 1 12x12 175 195 180 Room 110 (Break) 1A 12x12 150 165 155 Room 110 (Break) 1B 12x12 150 155 150 Room 111 1A 12x12 150 165 160 Room 111 16 12x12 150 170 150 Room 111 2 12x12 150 180 155 Room 112 1 12x12 200 220 210 Room 113 1 12x12 200 235 205 Room 114 1 12x12 150 165 155 Room 115 1 12x12 150 180 160 Hallwa East 1 12x12 150 175 160 Bathroom Male 1 12x12 100 135 710 Bathroom Female 1 12x12 100 120 105