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3945 Eagan Outlets Pkwy Use BLUI= or BLACK Ink i--------_:_-._-- I For Office Use I a I 11( 71 City Uf FaV I Permit Permit Fee: -721, 3$30 Pilot Knob Road I Eagan MN 55122 1 Phone: (651) 675-5675 1 Date Received: Fax: (651) 675-5694 staff: l I 2013 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all cornmercial applications. Date:`_ Site Address: Tenant: _ Suite Resident/Owner Name: Phone: ~,c'.;ress!City zip: Name: _ License Contractor Address: r r City: 1 . - - State: Zip: Phone: rr,tact. Email New Replacement Additional Alteration Demcliticn i t Type of Work De-,,ci p#iart of work; NOTE: Roof nnounted and ground mounted mechanical equipment is required to be screened by City ( Code Plc n ~-,rmtact the Mechanical Inspector for information on permitted screening methods. RE-, DENTIAL COMMERCIAL Furnace New Construction Interior Improvement Permit Type Air Conditioner Install Piping _ Processed Air Exchanger Gas _ Exterior HVAC Unit Meat Rump Under/Above ground Tank Instal(! _ Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Residential New (includes $5.00 State Surcharge) _ $ TOTAL FEE COMMERCIAL FEES Contract Value s jLq X.01 $55.00 Permit Fee Minimum $70.00 Underground tank instal lationlremoval = $ Permit Fee *If contract value is LESS than $10,010, Surcharge = $5.00 _ **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 $ Surcharge ***If the project valuation is over $1 million please call for Surcharge = $ 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 nor 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 x Applicant's Printed Nanyc p an ,;ic r at ire`; - FOR OFFICE USE / Required Inspections: Reviewed By: Date 7 I r ~ 1 3 Underground Rough In Air Test ~6as Service Test In-floor Heat __Jr~-Finai HVAC Screening ____U_s_e_B_LUE or BLACK Ink For Office Use I ~ I I Permit City of Eapn I 3830 Pilot Knob Road I Permit Fee: l I Eagan MN 55122 I Date Received: I Phone: (651) 675-5675 Fax: 675-5694 I Staff: (651) I 2013 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: (3 Site Address: 3 / r A-S drt Uvf(•tl'S pay (~oU Tenant: Suite Property Owner Name: Phone: Name: UOS<) n i'Ai L License (67 1-14-!S Contractor Address: I-r /s S'fn Sts City: State: A14 Zip: Phone: yrZ It ~j3vV Email: X r.- 8 U -PJV l /wMla~ - Ga•~t e New Replacement -Repair _ Rebuild _ Modify Space Work in R.O.W. Type of Work - - _ __.e_. Description of work: COMMERCIAL New Construction Modify Space Irrigation System ( yes / _ no) RPZ / _ PVB) • Rain sensors required on irrigation systems Permit Type . Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. i Domestic: Size & Type 1 Fire: 1 I Avg. GPM High demand devices? _Yes No Flushometers Yes No COMMERCIAL FEES Contract Value $ 60/0'0 X.01 $55.00 Permit Fee Minimum _ $ Permit Fee *If contract value is LESS than $10,010, Surcharge = $5.00 = $ Surcharge* **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 ***If the project valuation is over $1 million, please call for Surcharge = $ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge FEE _ $ -~--~~TOTA 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.om 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 ~f) k) SS x y~-~- Applicant's Printed Name Applicant's Signature FOR OFFICE USE Approved By: ~TT Date: r Required Inspections: !Under Ground YRough-In Air Test _Gas Test Final PRV Required: _Yes _ No Page 1 of 3 Use BLUE or BLACK Ink 2013 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY (if applicable) Date: FOR OFFICE USE ONLY Property Owner: _ PRV required _ City R-O-W Permit Address: Phone Number: _ County R-O-W Permit Plumber: Contact Name: SEWER WATER Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk Water trunk City SAC @ $1001unit Water supply storage MCES SAC @ $2,435/unit Receipt , Date: Receipt , Date: Treatment Plant @ $801/unit Permit Fee $60.00 Permit Fee $60.00 State Surcharge $5.00 State Surcharge $5.00 TOTAL: `Plumbing Permit Required - water meter to be acquired with building permit TOTAL: _ SEWER & WATER Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk Water trunk City SAC MCES SAC Receipt # Date Water supply & storage Receipt # Date Treatment plant Permit Fee $120.00 State Surcharge $5.00 `Plumbing Permit Required - water meter to be acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services (651) 602-1000. Sanitary Sewer Trunk Connection Charge applies if not charged sewer trunk by assessment in the past. 1-5 SAC units 1,780.00 per SAC unit r-----------------I 6-10 SAC units 8,900.00 plus 445.00 per SAC unit over 5 1 For Office Use 11+ SAC units 11,130.00 plus 178.00 per SAC unit over 10 I Permit I I 1 I Permit Fee: 1 I I I 1 Date Received: 1 I 1 Staff: Cc: City of Eagan Finance Department Page 2 of 3 City of kap. 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 .1j1,1 1 @ 213 S grvj 2013 COMMERCIAL BUILDING PERMIT APPLICATION Date: May 16, 2013 Site Address: 3945 Eagan Outlets Parkway (Building 600) Use BLUE or BLACK Ink For Office Use Permit #: t i (40 —1 Permit Fee: q I Date Received: 9-16.-(3 Staff: Tenant Name: Paragon Outlets Cedar Grove (Tenant is: X New / Existing) Suite #: Former Tenant; N/A Name: Paragon Outlets Eagan LLC. Phone: 410-856-1812 Address / City / Zip: c/o Paragon Outlet Partners LLC. , 217 East Redwood St. - 21st fir. Baltimore, MD 21202 •-• Applicant is: X Owner Contracto Description of work: A new 41,973 s.f. (GBA) shell retail structure including site work Name: Ryan Companies US, Inc. License #: N/A Address: 50 South 10th Street, Suite 300 City- Minnea olis State: MN Zip: 55403-2012 Phone: 612-492-4312 Contact: Brian Kombrink Email: Brian.Kombrink@RyanCompanies.com Name: Dal Pos Architects, LLC/Taras Pawliw, AIA Registration #: 43971 Address: 101 N. Clinton Stree, Suite 300 Archtect!Enghieer State: NY Zo. 13202 Contact Person: Dennis E. Cox, AIA 3 aui IA, t ExteAva Licensed plumber installing naw sewer/water service; 1.144012-P-4414141•Rg- .$Tarl 1St nformation may 111.11010 Phone #: 44243.843.154' 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.gopherstateonecalLorq 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 requir a eview and approval of plansx, <7 AppflcanVs Signature X -31aP4r..1 Knitt3,Asky.... Applicant's Printed Name Page 1 of 3 SUB TYPES Foundation Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100% V') Census Code # of Units # of Buildings Type of Construction OVcRI:B P)411 DO NOT W ITE BELOW THIS LINE Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage 4, 15-0„ eos' 0 71-.0 Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS t/ Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile 17 Roof: Decking •/' Insulation _Ice & Water /Final t/ Framing /Fireplace: Rough In Air Test Final t/ insulation Meter Size: Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Reroof Demolish Building* Demolish interior Windows Demolish Foundation Fire Repair Retaining Wall *Demolition of entire building — give PCA handout to applicant Final C/0 Inspection: Schedule Fire Marshal to be present: Reviewed By: 6,41/14 , Building Inspector MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers t/Sheetrock 1/ Final / C.O. Required / Final / No C.O. Required 1,/ Other: FI,CE Y-OPP/A/4- Pool: Footings Air/Gas Tests FiDal %/Siding: Stucco Lath Stone Lath %/Brick Windows Retaining Wall Erosion Control V Yes No Reviewed By: '7-) • , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOT 176116.2-L-/ Page 2 of 3 Dale Schoeppner Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: April 30, 2013 l 1 Q1 U The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for Paragon Outlets bui_ Idin�600 to be located at 3945 Eagan Outlets Pkwy. within the City of Eagan. The City will be charged 14 SAC Units for this project, as determined below. The Council understands this building is speculative retail. SAC Units Charges: Retail (speculative) 40554 sq. ft. @ 3000 sq. ft. /SAC Unit 13.52 Net Charge: 13.52 or 14 At the time the finishing permits are issued, if the use changes from its speculative use to a different use, then the SAC assignment needs to be reviewed based on that change. The business information was provided to MCES by the applicant at this time. It is also 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, call me at 651-602-1118 or email karon.cappaert@metc.state.mn.us. Karon Cappaert SAC Program Technical Specialist Environmental Services Division KC:kg: 130430A3 Determination expiration: 04/30/2015 cc: J. Nye, MCES Amy Griffin, Eagan (email) Salem LaHood, Paragon (email) 390 Robert Street North 1 St. Paul, MN 55101-1805 Phone 651.602.1000 1 Fax 651.602.1550 1 TTY 651.291.0904 1 metrocouncil.org An Equal Opportunity Employer METROPOLITAN COUNCIL Ljoi Cityof �`JI s (" - 3830 Pilot Knob Road RECEIVED Eagan MN 55122 Phone: (651) 675-5675 SAN 1 ` i014 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use C� Permit #: 3V 2 -- Permit Permit Fee: D v Date Received: Staff: 2014 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: O 1108/ Z p t k Site Address: �� `(S �r,,•fa�f 0,r..1-5 ParlcwaY Tenant: Suite #: J Property Owner Name: Phone: Address / City / Zip: Applicant is: Owner Contractor Type of Work Description of work: Wt./.5P/%+Nkter• 5./...e, m Construction Cost: 1401700 Estimated Completion Date: Oye2014.1 Contractor Name: Aheiret Pre Ph 44o^ License #: C039 Address: )7O 5 2,4 ,06 Ave. 5141-e do City: Plyr+noaw +A State: M A% Zip: rJ 5-'11 1 Phone: (74 3) 2(o4 " OSt 5 Contact: Char 1/C x;11 er Email: Cm: /lee 6.9 aheen't e . COM FIRE PERMIT TYPE X Sprinkler System (# of heads MI Standpipe WORK TYPE X New Addition Fire Pump _ _ Alterations Remodel Other: _ _ Other: DESCRIPTION OF WORK: )e Commercial Residential Educational FEES $55.00 Permit Fee Minimum Contract Value $ S-D-Ol x .01 = $,�, Permit Fee *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value ***If the project valuation is over $1 million, please call for Surcharge x $0.0005 = $ , / I Surcharge* = $ _ TOTAL FEE 3/4" Displacement Fire Meter - $260.00 = $ D'_ Fire Meter = $_ 3-091 12— TOTAL FEE equirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x �h ur L C /Vj; ye/ Applicant's Printed Name x Applicant's Signature Hydrostatic Flow Alarm Drain Test i✓' `Rough'In`. Trip Pump Test Central Station Final Conditions of Issuance: Date: = t City of Eaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 6755694 Use BLUE or BLACK ink For Office Use Permits: L d Jl 1 f�a Permit Fee: Date Received: 5 1)/09' Staff: 2014 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: g 9 " 14 Site Address: 3 94S - Tenant 4S Tenant: tPARA G CY-ST (,,r T AAPI L t_ — .- � %��: ;: %„ O/cif pe o TypesV�C%r c_ % �0 Name: Phone: Address / City / Zip: Applicant is: Owner Contractor Description of work: Construction Cost j _ tf r �.� �T R 'Jet-) w �� c A i a M S sic.,^, Estimated Completion Date: /ce-i %%moi/ ��/� %%� %- ��cto - - — /`i �,, ----% %% ' ,% % �� ,/jam ,/ '. i/F%_ mss, tort fpr%' /� ii e' +r' i S� t G ��' License #: S + Address: S5 5- 12 3 �� S ST- City: h A State: " N Zip: S `t3 Phone: S - 9 4 S Z v Contact �"cd� I� tic L Email: Slre.'lc1r' '-r Co.tc.sivtT C.. Co Y►-+ New Remodel Addition _ Alterations —Other: DESCRIPTION OF WORK: Commercial — Residential _ Educational FEES $55.00 Permit Fee Minimum than 510,010, Surcharge than $10,010, over $1 million, please Contract Value $ ! }, \,.U .01 = $ permit Fee *If contract value is LESS **if contract value is GREATER ***If the project valuation is = $5.00 Surcharge = Contract Value x $0.0005 = $ Surcharge* call for Surcharge _$ �:� TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work wit be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that t understand this is not a permit, but only an application for a permit, and work is not to start without a permit that the work will be In accordance with the approved plan in the case of work which requires a review and approval of plans. x s4 -,cut AAnc. Applicant's Printed Name � Clt of �a a� �e�o � � TO: Scott Peterson, Building Inspections #�' 20 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: 5/15/2013 RE: Plan Review For: Paragon Building #600 3945 Eagan Outlets Parkway The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request"form to me. Comments: v�—�s'r �... iv -��_g�\,._ C-�carz� Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters ' �e�o �lt 0� �� .Il � � TO: �/ Scott Peterson, Building Inspections # 22 ✓,lbn Hohenstein, Community Development �'Mike Ridley, Planning �arrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering �eon Weiland, Engineering ✓Jon Eaton, Utilities �/Eric Macbeth, Maintenance ✓Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: 5/15/2013 RE: Plan Review For: Paragon Building #600 3945 Eagan Outlets Parkway The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Clt of �a a� �e�o � � TO: Scott Peterson, Building Inspections #�2' Jon Hohenstein, Community Development �`� Mike Ridley, Pianning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: 5/15/2013 RE: Plan Review For: Paragon Building #600 3945 Eagan Outlets Parkway The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes �] No Landscape Security Required Zoning: ❑ Yes �No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes No Tree Dedication ❑ Y No PRV Re uired y �� Signatu Date G:1Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Clt of �a a� �e�o � � TO: Scott Peterson, Building Inspections #�� Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: 5/15/2013 RE: Plan Review For: Paragon Building #600 3945 Eagan Outlets Parkway The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request" form to me. Comments: � Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ N P V quired � ' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters �� C�t of �a a� �e�o � � TO: Scott Peterson, Building Inspections #�'�� Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshai Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: 5/15/2013 RE: Plan Review For: Paragon Building #600 3945 Eagan Outlets Parkway The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request" form to me. Comme ts: � � � �� Indicate below any fees that are to be collected with the building permit. Amount .� ❑ Yes L`� No Landscape Security Required Zoning: ❑ Yes � No Water Quality Dedication Meter Size: ❑ Yes ,� No Park Dedication ❑ Yes I� No Trail Dedication ❑ Yes I� No Tree Dedication ❑ Yes ❑ No PRV Required _� � � � �� c� Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters . Clt of �a a� �e�o � � TO: Scott Peterson, Building Inspections #,2'�� Jon Hohenstein, Community Development Mike Ridiey, Pianning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: 5/15/2013 RE: Plan Review For: Paragon Building #600 3945 Eagan Outlets Parkway The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required �r ��,��-� ��a�i � Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters C�t of �a a� �e�o � � TO: Scott Peterson, Building Inspections #�2' Jon Hohenstein, Community Development ZG� Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Ins�ector DATE: 5/15/2013 RE: Plan Review For: Paragon Building #600 3945 Eagan Outlets Parkway The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance af the building permit be held, please submit the proper "hold request"form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Y ❑ No Tree Dedication ❑ Y � ❑ No PRV Required �� 5 �3o �t3 � n ture Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Clt of �a �� e�o � � TO: Scott Peterson, Building Inspections # 22 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshai Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: 5/15/2013 RE: Plan Review For: Paragon Building #600 3945 Eagan Outlets Parkway The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form to me. Comments: �ll �� ns , .M,.�r� � ,h�-�_�iro�w� s �od c� � Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required �(� s/zo//� Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Envelope Compliance Test Results Building_600 Project Summary lnformation Name:Building_600 Address:3985 Eagan Outlets Parkway City/State/Zip: Eagan, MN Climate Location; Eagan, Minnesota Standard EnvStd climate data is used for compliance Criteria Table:6A Floor Area(ftz):42295 Gross Wall Area(ft2): 16286 Window Area(ft2):3933 Window Wali Ratio: 0.241 Gross Roof Area(ftz):42295 Skylight Area(ft2):0 Skylight Roof Ratio: 0.000 DoorArea (ft2):0 Com liance Summa --PASSES EPF Pro osed Standard Mar in Roofs 3363 5044 1681 Skylights 0 0 0 E�erior Walls and Windows 6211 6535 324 Below-Grade Walls 0 0 0 Floors 0 0 0 Slabs 0 0 0 Daylighting Potential 8958 9165 207 Total 18531 20744 2213 O a ue Construction Schedule Code Descri tion Net Area/Len th U-factor HC R-Cav R-Shth C-1 Metal Framing-Metal Framing-3.5 in. (89 mm) 12353 0.055 n.a. 13.0 10.0 studs at 16 in. (400 mm)o.c.-Wall,Above Grade Rcav-13+Rshth-10 G2 Insulation Entirely Above Deck or Mass- 42295 0.042 n.a. 0.0 23.0 Insulation Entirely Above Deck or Mass-Roof R- 23 Total 54648 Fenestration Schedule Code Descri tion Area U-factor SHGC SC Tvis G-1 User Defined-Window-Fixed-Aluminum with Thermal 3933 0.500 0.730 0.849 0.800 Break-Clear-Tenant Glass (User Defined) Tota( 3933 Area Space Category:,Bldg_600 Floor Area(ftz):42295 ' Gross Wall Area(ft2): 16286 Wintlow Area(ft2):3933 Window Wall Ratio:0.241 Gross Roof Area(ft2):42295 Skylight Area(ft2):0 Skylight Roof Ratio: 0.000 Door Area(fta):0 Surfaces Name T e Const. Cotle Area Orient Notes Roof Roof C-2 42295 n/a n.a. North_Wall,_W Wall C-1 3740 North n.a. ith Cano ASHRAENESNA Standard 90.1-2004 05/13/13 Envelope Compliance Test Results Building_600 North_Wall,_W Wall C-1 2822 North n.a. ith_No_Canop Y North_East_W Wall C-1 680 Northeast n.a. all West_Wali Wall C-1 1632 West n.a. South_Wall Wall G1 6180 South n.a. East_Wali Wall C-1 1232 East n.a. Total 58581 O enin s Name T e' Const. Code Area Orient. Notes Giass Window G-1 1863 North Overhang PF=0.35 North Glass_w Window G-1 1224 North Overhang PF=0.44 ith Canopy North Glass_w Window G-1 198 North n.a. ithout Canopy Glass Window G-1 216 Northeast Overhang PF= 1.11 We�t_Glass Window G-1 216 Wesf Overhang PF= 1.11 East Glass Window G-1 216 East Overhang PF=0.44 Total 3933 ASHRAE/IESNA Standard 90.1-2004 05/13/13 � „ � � ` ' � . � • . � , . ; • • • ' . � r _.. � . Project Name: Paragon Outlets Building 600 Project Address:3945 Eagan Outlets Parkway Eagan, MN Date: 3/4/2013 City: Eagen Zip: 55122 HVAC System Designer of Record:Jeffrey M.Zunt Telephone: 330-659-6688 Contact Person:Jeffrey M.Zunt Telephone: 330-659-6688 QU811fiC8ti011 ❑ Exception:An energy recovery ❑ (j)Piping is insulated in acco�dance with O The building is 2 stories or IeSs in height and ventilation system is provided in Tabie 6.8.3,Insulation exposed to weather is has a gross floor area is less than 25,000 ft2. accordance with the requirements in suitable for outdoor service.Gellular foam §6.5.6. insulafion is protected from water and solar Requirements ❑ (f)The system shall be controlled by a radiation. O (a)All systems serve a single HVAC zone. manual changeover or dual setpoint O Exception:;Piping is located within thermostat. manufactured HVAC units. O (b)Cooling(if any)is provided by a unitary p packaged or split-system air conditioner that (9)Heat pumps equipped with auxiliary o (k)Ductwork and plenums are insulated in is either air-cooled or evaporatively cooled internal electric resistance heaters(if any) accordance with Tables 6.8,2A and 6.8.2B and meets fhe e�ciency requirements shown have controls to prevent supplemental heater and sealed in accordance with Tables in Table 6.8.1.List equipment in the tabie oPeration when the heating load can be met 6.4.4.2A and 6.4.4.2B. below. by the heat pump alone. ❑ (I)Construction documents require air O (c)The system has an air economizer as � {h)The system controls do not permit reheat systems to be balanced in accordance with required by Tabie 6.5.1,'with controls as or any other form of simultaneous heating industry-accepted procedures to within 10% required in Tables 6.5.1.1.3A and 6.5.1.1.3B. and cooling fo�humidity control. of design airFlow rates. The economizer has either barometric or O (i)Systems are provided with a time switch O (m)Where separate heating and cooling powered relief sized to prevent that(1)can start and stop the system under equipment serve the same temperature zone, overpressurization of the building.Outdoor air different schedules for seven different day- thermostats are interiocked to prevent dampers for the economizer use are provided types per week;(2)is capable of retaining simultaneous heating and cooling. with blade and jamb seals. programming and time setting during a loss of power for a period of at least 10 fi;(3) O (n)Exhausts are equipped with gravity or ❑ Exception:The cooling e�ciency meets includes an accessible manual override thaf motorized dampers that will automatically or exceeds the efficiency requirement in aliows temporary operation of the system for shut when systems are not in use. Table 6.3.2.Document in table below. up to 2 h;(4)is capable of temperature ❑ (d)Heating(if any)shall be provided by a setback down to 55°F during off hours;and � Exception:Design capacity is less than unitary packaged or split-system heat pump, �5)is oapable of temperature setup to 90°F 300 cfm. a fuel-fired furnace,an electric resistance during off hours. ❑ Exception:System operates heater or a baseboard system connected to a o Exception:System serves hotei/motel continuously. boiler.All heating equipment meets the guest rooms. efficiency requirements of the Stantlard.List O (o)Systems have optimum start controis. equipment in table below. � Exception:System operates continuously. O Exception:Supply air capacity is less o (e)The outdoor air quantity is less than or ❑ fxception: System has both a cooling than 10,000 cfm. equal to 3,000 cfm and less than or 70%of orheating capacity less than 15,000 the supply air quantity at minimum outdoor air Btu/h and a supply fan motor power design conditions. greater than 3/4 hp. Equipment Efficienc System Mfg.& Equipment Heating Tag(s} Model Type Cooling No. Rated Rated Minimum Rated Rated Minimum Econ. Capacity Effciency Efficiency Capacity Efficiency E�ciency Min. E�ciency h�p ANSI/ASHRAE/IESNA Standard 90.1-2004 � �, ° a E � � . • .. � '.. � • , • • ; • , � . Project Name: Paragon Outlets Building 600 ProjectAddress: 3945 Eagan Outlets Parkway Eagan,MN Date: 3/4/2013 HVAC System Designer of Record: Jeffrey M.Zunt Telephone: 330-659-6688 Contact Pe�son: Jeffrey M.Zunt Telephone: 330-659-6688 City: Eagen Climate Zone: 6A Zip:55122 1%Summer DB Temp: 91 F 1%Summer WB Temp: 73 F 99.6%o Winter Temp: -16 F Mandato E uipment Efficienc Worksheet 6.4.1.1 System Tag Equipment Type(Tables Size Category(Tables Sub-Category or Rating Units of Efficiency Minimum E�ciency(Tables 6.8.1A through G) 6.8.1A through G) Condition(Tables 6.8.1A (Tables 6.8.1A 6.8.1A through G) through G) through G) Rated >_ Required 1.5 Ton Air Cond.Air Cooled <65,000 BTU Single Package SEER 13.0 >_ 12.0 2 Ton Air Cond.Air Cooled <65,000 BTU Single Package SEER 13.0 >_ 12.0 3 Ton Air Cond.Air Cooled <65,000 BTU Single Package SEER 15.0 >_ 12.0 5 Ton Air Cond.Air Cooled >65,000 <135,000 Single Package SEER 15.0 >_ 12.0 6 Ton Air Cond.Air Cooled >65,000 <135,000 Single Package EER 12:6 >_ 10.3 7.5 Ton Air Cond.Air Cooled >65,000 <135,000 Single Package EER 13.0 >_ 10.3 > Mandato Non-S.tandard Centrifu al Chiller Worksheet 6.4.1.1 System Tag Leaving CHW Entering CW Condenser Flow Rate Size Category Minimum Efficiency(Tables Temperature(°F) Temperature(°F) (gpm/ton) (Tables 6.8.1 H 6.8.1 H through J) through J) Rated >_ Required > > > > General Mandatory Requirements � Piping insulation meets or exceeds the Special Mandatory Requirements requirements of the Standard(§6.4.4.1.3). ❑ Load calculations are provided for selection O Freeze protection or snow/ice melting of all equiprrient and systems(§6.4.2). � Construction documents require record systems(if any)have controls to prevent o Stair vents,elevator shaft vents,gravity drawings(§6.7.2.1),manuals(§6.7.2.2), operation in warm weather(§6.4.3.7). system balancing(§6J.2.3)and system hoods,gravity vents and gravity ventilations ❑ Independent perimeter heating systems(if commissioning(§6.7.2.4). are provided with motorized dampers. any)compty with the control requirements of ❑ Exception:Graviry dampers are used §6.4.3.1.1 and§6.4.3.2 since the building is less than 3 stories ❑ Independent heating and cooling thermostatic or in climate zones 1-3. controls(if any)are interloeked to p�event ❑ Exception:No vents are required as crossover of set points(§6.4.3.2}. these systems ventilate unconditioned zones. h�p 0 ANSI/ASHRAE/IESNA Standard 90.1-2004 � ,d E � � � •: . � ` , ',, � _ � , . . • �,, Project Name: Patagon Outlets Building 600 Contact Person:Jeffrey M.Zunt Telephone: 330-659-6688 S stems Worksheet 6.4 System Tag 1.5 Ton 2 Ton. 3 Ton 5 Ton 6 Ton 7.5 Ton Supply CFM 600 800 1200 2000 2400 3000 Supply ESP(in.w.c.) �� ,� �„ �,� ' �� „ Fan System HP 1/8 1/4 1.0 1.0 1-0 3J5 OA CFM(i.e.Outdoor Air CFM) 50 60 240 400 480 600 Automatic Shutdown(§6.4.32.1) C1 C1 C1 C1 G1 C1 Deadband(§6.4.3.1.2) N2 N/A N2 N/A N2 N/A N2 N/A N2 N/A N2 N/A Setback Controis(§6.4.3.2.2) C� _ C� C� . C� C� C� _.. Setup Controls(§6.4.3.2.2) C1 C1 C1 C1 C1 C1 Optimum Start(§6.4.3.1.3) N3 N/A N3 N/A N3 N/A N3 N/A N3 N/A N3 N/A Zone Isolation(§6.4.3.1.4) N3 N/A N3 N/A N3 N/A N3 N/A N3 N/A N3 N/A Shutoff Dampers(§6.4.3.3.3) C2 C2 C2 C2 C2 C2 Heat Pump Aux Heat(§6.4.3.4) N1 N/A N1 N/A N1 N/A N1 N/A N1 N/A N1 N/A Humidifier Preheat(§6.4.3.5) N 1 N/A N 1 N/A N 1 N/A N1 N/A N 1 N/A N 1 N/A Humidification/Dehumidification Deadband(§6.4.3.6) ° N1 N/A N1 N/A N1 N/A N1 N/A N1 N(A N1 N/A Ventilation Control(§6.4.3.8} N/A N/A N/A N/A N/A N/A Duct/Pienum Insulation(§6.4.4.2.1) C1 C1 C1 C1 C1 C1 Duct Sealing Levels(§6.4.4,2.1)Supply/Return A A A A A A Duct Leakage Test{§6.4.4.2.2) Y Y Y Y Y Y in the table above,enter the appropriate codes Setup Controls Heat Pump Aux Heat from tHis iist: . C1 Setup provided(up to 90F) . C1 Complying contro/s provided Shutdown • N1 N/A continuous operation • N1 N/A system is not a heat pump • C1 Complying nonresidential time switch ' N2 N/A_<15 kbtu/h or C3/4 hp • N2 N/A auxiliary is not electric or is not with override • N3 N/A 1%Sum DB<=100F provided . C2 Complying residential time switch with ' N4 N/A no cooling • N3 N/A heat pump covered by NAECA override Optimum Start Humidifier Preheat • N1 N/A continuous operation . C1 Optimum start provided • C9 Compiying controis provided • N2 N/A 515 kbfu/h or G3/4 hp . N9 N/A continuous operation • N1 N/A no humidifier • N3 N/A hotel/motel guestroom . N2 N/A 515 kbtu/h or G3/4 hp • N3 N/A su I <-90,000 cfm HumidificationlDehumidification Dead Band Dead Band p'°y . Ci Complying controls provided • C9 Dual setpoint control Shutoff Dampers • N1 N/A qo humidifrcation and/or • C2 Manuai change over control . C1 Motorized shutoff dampers on OA and dehumidification • N1 N/A special occupancy(requires Exh approval) � Duct/Plenum insulation C2 Gravity shufofi dampers on OA and Exh C1 Com g p • N2 N/A heating or cooling only . N1 N/A continuous operation ' plyin insulation rovided N2 N/A_<15 kbtu/h or�4 h • Nl N/A alt ducts located in conditioned Setback Controls ' p space • C1 Setback provided(down to 55F) • N3 N/A OA/EA<=300 cfm ' P Zone Isolation Duct Sealin N9 N/A continuous o eration 9 • N2 N/A_<15 kbtu/h or Gi/4 h • Enter highest seal level(A,8 or C)for p • Cl/solation zones provided • N3 N/A 99.6%Win DB>40F � supply'and retum N1 N/A continuous operation • N4 N/A radiant heating . N2 N/A_<15 kbtu/h or-Gi/4 hp Duct Leakage Test • N5 N/A no heating . N3 N/A all zones on same schedule • Y Ducts wi!!be tested for leakage • N4 N/A OA/EA<=5,000 cfm • N Ducts will not be tested for leakage y�P 0 ANSI/ASHRAE/IESNA Standard 90.1-2004 � � � � � �. - � � �� - _ � _ *� � • ' •' � . • - Project Name: Paragon Outlets Building 600 Contact Person: Jeffrey M.Zunt Telephone: 330-659-6688 Prescriptive Checklist heat addition and loop heat rejection(if any) Prescriptive Economizers(§6.5.1) Specify economizer exemptions: compiy with the requirements of§6.5.2.2.3. m Systems employ airside economizers ❑ System pumps greater than 10 hp employ �§6.5.1.1). variable flow controls(§6.5.4.1),pump � Economizer provides up fo 100%design isolation(§6.5.4.2)and temperature reset airflow in outdoor air(§6.5.1.1.1). Prescriptive Air-System Requirements (§6.5.4.3). � Economizer is integrated with the mechanical o Simultaneous Heating and Cooling Prescriptive Special System Requirements cooling system(§6.5.1.12 and§6.5.1.3). (§6.5.2.3). ❑ Ali heat rejection equipment with motors>_7.5 � Economizer high limit shutoff complies with � Zone minimums were set to meet the hp employ controls that comply with§6.5.5. §6.5.1.1.3. requirements of Standard 62. ❑ Exhaust Air Energy Recovery:all fan systems � Economizer dampers meet or exceed ❑ Zone minimums were set to<_0.4 cfm/ftZ of that have both a design supply capacity of> leakage requirements(§6.5.1.1.4). zone conditioned floor area. 5,000 cfm and a minimum outdoor air supply o ❑ Zone minimums are less than 300 cfm. of>_70%of the design supply air employ an � System provides relief for up to 100/o design energy recovery system that complies with airflow in outdoor air(§6.5.1.1.5). ❑ Other(requires special documentation and §6.5.6.1. � Economizer complies with the heating system approval). ❑ Heat recovery for service water heating is impact requirements{§6.5.1.4). o Humidity controls(if any)comply with the provided for facilities that operate o Systems employ waterside economizers. requirements of§6.5.2.3. continuously,have a total water-cooled heat 0 o S stems that em lo h rejection capacity exceeding 6,000,000 btu/h, ❑ Economizer can provide 100/o of the load at Y p y ydronic cooling and and have a design service water heating load either the outdoor contlitions of 50°F db/45°F have hurnidification{if any)use a waterside exceeding 1,000,000 btu(h.The heat wb or 45°F db/40°F wb where re uired for economizer that complies with 6.5.1. q § reco�ery system(if any)complies with dehumidification purposes(§6.5.1.2.1). O Variable air volume fan controls comply with §6.5.6.2 ❑ Precooling coils and heat exchangers have the requirements of§6.5.3.2. ❑ Kitchen hoods with exhaust flows>5000 cfm either a<_15 ft of WC p�essure drop or are comply with the requirements of§6.5.7.1. Prescriptive WaterSystem Requirements bypassed when economizer is not in use(§ ❑ Fume hoods with a total exhaust system flow 6.5.1.2.2). ❑ Three-pipe systems are not used(§ >15,000 cfm comply with the requirements of 6.5.2.2.1). 0 Economizer is integrated with the mechanical §6.5.7.2. cooling system(§6.5.1.3). ❑ Two-pipe changeover heating/cooling ❑ Radiantheaters complying with§6.5.8.1 are systems(if any)comply with the m Economizer complies with the heating system used to heat unenclosed spaces(if any). impact requirements(§6.5.1.4). requirements of§6.5.2.2.2. o Hydronic(ground-or water-loop)heat pump � The cooling equipment with hot-gas bypass ❑ Systems are exempt from the economizer controls(if any)meets the unloading requirements. systems that have equipment for both loop requirements of§6.5.9. �o�p 0 ANSI/ASHRAE/IESNA Standard 90.1-2004 � � E m � ,.. � � � , � �; � � � . _ � � � , ,. . , - . . • Pro�ect Name: Paragon Outlets Building 600 Contact Person: Jeffrey M.Zunt Telephone: 330-659-6688 Complete one worksheet for each#an system>5hp Prescriptive Fan Power Limitations 6.5.3.4 Supply Fan Retum Fan Exhaust Fan Series-Style Fan-Powered ' Tota(System Box Motor(hp) Tag Supply CFM Motor(hp) Tag Motor(hp) Tag Motor(hp) Tag Motor(hp} �Total Supply CFM Total System Motor HP-� Table 6. . , e hp/cfm Total Supply CFM X cfm Constant + 1,000 HP Allowance = hp{=Value X CFM/1000) � Credits and/or adjustments'� Atljusted HP Allowance" hp(see§6.5.3.1) z 'Attach calculations and documentation if credits or temperature adjustments are used.Refer to§6.5.3.1 for the formulas Credits and adjustments are available for the following: • C/ean filter pressure drops in excess of 1 in.w.c.; • Pressure drop due to heat recovery coi/s or devices or evaporative cooling equipment or devices; • Relief fans lhat operate during peakcooling due to high ventilation rates;and • Room to cooting air supply temperature differences that are greater than 20°F(e.g.low temperature supply}. �o�P 0 ANSI/ASHRAE/IESNA Standard 90.1-2004 � � E � ' ` • �� -� �� • � �� ., 5 � �� . • � �; . Project Name: Paragon Outlets Building 600 Project Address:3945 Eagan Outlets Parkway Eagan,MN Date: 3/4/2013 City: Eagen Zip: 55122 HVAC System Designer of Record:Jeffrey M.Zunt Telephone:330-659-6688 Contact Person:Jeffrey M.Zunt Telephone: 330-659-6688 QUaIiflCatlO►1 � Exception:An energy recovery ❑ (j)`Piping is insulated in accortlance with ventilafion system is provided in Tabie 6.8.3.1nsulation exposed to weather is � The building is 2 stories or less in height and accordance with the requirements in suitable for outdoor service.Cellufa�foam has a gross floor area is'less than 25;000 ft2. §8.5.6. insulation is protected from water and solar Requirements ❑ (f}The system shall be controlled by a radiation. manual changeover or dual setpoint O Exception:Piping is located within a (a)All systems serve a single HVAC zone. thermostat. manufactured HVAC units. ❑ (b)Cooling(if any)is provided by a unitary ❑ (g)Heat pumps equipped with auxiliary o (k)Ductwo�k and plenums are insulated in packaged or split-system air conditioner that internal elect�ic resistance heaters(if any) accordance with Tables 6.8.2A and 6.8.2B is either air-cooled or evaporatively cooled have controls to prevent supplemental heater and sealed in accordance with Tables and meets the efficiency requirements shown operation when the heating load can be met 6.4.4.2A and 6.4.4.2B. in Table 6.8.1.List equipment in the table by the heat pump alone. below. ❑ (I)Construction documents require air ❑ (h)The system controls do not permit reheat systems to be balanced in accordance with o (c)The system has an air economizer as or any othe�'form ofsimuitaneous heating industry-accepted procedures to within 10% required by Table 6.5.1,with controls as and cooling for humidity control. of design airflow rates: required in Tables 6.5.1.1.3Aand 6.5.1.1.3B. The economizer has either barometric or O (i)Systems are provided with a time switch ❑ (m)Where separate heating and cooling powered reliefsized to prevenf that(1)can start and stop the system under equipment serve the same#emperature zone, overpressurization of the building.Outdoor air different schedules for seven differentday- thermostats are interlocked to prevent dampers for the economizer use are provided types per week;(2)is capable of retaining simultaneous heating and cooling. with blade and jamb seals; programming and time setting during a loss of power for a period of at least 10 h;(3) � (n)Exhausts are equipped with gravity or ❑ Exception:The cooling e�ciency meets includes an aecessible manual over�ide#hat motorized dampers that will automaticaily o�exceeds the efficiency requirement in ailows temporary operation of the system for shut when systems are not in use. Table 6.3.2.Document in table below. up to 2 h;(4)is capable of temperature sefback down to 55°F during off hours;and � Exception:Design capacity is less than o (d)Heating(if any)shall be provided by a (5)is capable of temperature setup to 90oF 300 cfm. unitary packaged or split=system heat pump, during off hours. ❑ Exception:System operates a fuel-fired furnace,an electric resistance continuously. heater or a baseboard system-connected to a ❑ Exception;System serves hoteUmotel boiler.All heating equipment meets the guest rooms. O (o)Systems have optimum start controls. efficiency requirements of the Standard.List ❑ Exception:System operates equipment in table below. � Exception:Supply air capaciry is less continuously. than 10,000 cfm. ❑ (e)The outdoor air quantity is less than or ❑ Exception: System has both a cooling equal to 3,000 cfm andYess than or 70%of or heating capacity less than 15,000 the supply air quantity at minimum outdoor air Btulh and a supply fan motor power design conditions. greater than 3/4 hp. Equipment Efficienc System Mfg.& Equipment Heating Cooling Tag(s) Model Type No. Rated Rated Minimum Rated Rated Minimum Econ. Capacity Efficiency Efficiency Capacify Efficiency Efficiency Min. Efficiency �� ~ 'A ANSI/ASHRAE/IESNA Standard 90.1-2004 � �`�'� � .. �' .. • ' w • � ` • • . • - Project Name:Paragon Outlets Building 600 Project Address: 3945 Eagan Outlets Parkway Eagan,MN Date: 3/4/2013 HVAC Systembesigner of Record: Jeffrey M.Zunt Telephone: 330-659-6688 Contact Person: Jeffrey M.Zunt Telephone: 330-659-6688 City: Eagen Climate Zone: 6A Zip:55122 1%Summer DB Temp: 91 F 1%Summer WB Temp: 73 F 99.6%Winter Temp: -16 F Mandato. Equipment Efficienc Worksheet 6.4.1.1 System Tag Equipment Type(Tables Size Category(Tables Sub-Category or Rating Units of Efficiency Minimum Efficiency{Tables 6.8.1A through G) 6.8.1A through G) Condition(Tables 6.8.1A (Tables 6.8.1A 6.8.1A through G) through G) through G) Rated >_ Required 8.5 Ton Air Cond.Air Cooled >65,000 <135,000 Single Package EER 13A >_ 10.3 10 Ton Air Cond.Air Cooled >65,000 <135,000 Single Package EER 12.5 >_ 10.3 15 Ton Air Cond.Air Cooled >135,000 <180,000 Single Package EER 12.0 >_ 9.7 > > > > Mandato Non-Standard Centrifu al Ch'iller Worksheet 6.4.1.1 System Tag Leaving CHW Entering CW Condenser Flow Rate Size Category Minimum Efficiency(Tables Temperature(°F) Temperature(°F) (gpm/ton} (Tables 6,8.1 H 6.8.1 H through J) through J) Rated > Required > > > > General Mandatory Requirements m Piping insulation meets or exceeds the Special Mandatory Requirements O Load calculations are rovided forselection requirements of the Standard(§6.4.4.1:3). P O Freeze protection or snow/ice melting of all equipment and systems(§6.4.2). m Construction documents require record systems(if any)have controls to prevent ❑ Stait vents,elevator shaft vents,gravity drawings(§6.7.2.1,),manuals(§6.7.2.2), operation in warm weather(§6.4.3.7). system balancing(§6.7.2.3)and system hoods,gravity vents and gravity ventilations commissioning(§6.7.2.4). o Independent perimeter heating systems(if are provided with motorized dampers. any)comply with the control requirements of ❑ Exception:Gravity dampers are used §6.4.3.1.1 and§6.4.3.2. since the building is less than 3 stories O independent heating and cooling thermostatic or in climate zones 1-3. controls(if any)are`interlocked to prevent ❑ Exception:No ve�ts are required as crossover of set point5(§6.4.3.2). these systems ventilate unconditioned zones. e ~ 0 ANSI/ASHRAE/IESNA Standard 90.1-2004 :� �� i � • � ,, � '_ • . ,. . � . � � . Project Name: Paragon Outlets Building 600 Contact Person:Jeffrey M.Zunt Telephone: 330-659-6688 S stems Worksheet 6.4 System Tag 8.5 Ton 10 Ton 15 Ton Supply CFM 3800 4000 6000 Supply ESP(in.w.c.) �� Fan System HP 3.75 3.75 3.0 OA CFM(i,e.Outdoor Air CFM) 760 800 1200 Automatic Shutdown(§6.4.3.2.1) C1 C1 C1 �eadband(§6.4.3.1.2) N2 N/A N2 N/A N2 N/A Setback Controls(§6.4.3.2.2) C1 C1 C1 Setup Controis(§6.4.32.2) C1 C1 C1 Optimum Start(§6.4.3.1.3) N3 N/A N3 N/A N3 N/A Zone Isolation(§6.4.3.1.4) N3 N/A N3 N/A N3 N/A Shutoff Dampers(§6.4.3.3.3) G2 C2 C2 Heat Pump Aux Heat(§6.4.3.4) N1 N/A N1 N/A N1 N/A Humidifier Preheat{§6.4.3.5) N1 N/A N1 N/A N1 N/A Humidification/Dehumidification Deadband(§6.4.3.6) N1 N/A N1 N/A N1 N/A Ventilation Control(§6.4.3.8) N/A N/A N/A Duct/Plenum Insulation(§6.4.4.2.1) C1 C1 C1 Duct Sealing Levels(§6.4.4.2.1)Supply/Return A A A A A A Duct Leakage Test(§6.4.4.2.2) Y Y Y Y Y Y In the table above,enter the appropriate codes Setup Controls Heat Pump Aux Heat from this list: . C1 Setupprovided(up to 90F) • C1 Complying controls provided Shutdown • N1 N/A continuous operation • Nl N/A system is not a heat pump • C1 Complying nonresidential time switch ' N2 N/A�5 kbtu/h or�i/4 hp • N2 N/A auxiliary is not electric or is not with override • N3 N/A 1%Sum DB<=100F provided • C2 Complying residential time switch with ' N4 N/A no cooling • N3 N/fl heat pamp covered by NAECA override Optimum Start Humidifier Preheat • N1 N/A continuous operation . C1 Optimum start provided • C9 Complying controls provided • N2 N/A s15 kbtu/h or Ci/4 hp . N1 N/A continuous operation • Nl N/A no humidifier • N3 N/A hotel/motel guestroom . N2 N/A�l5 kbtu/h or G?/4 hp N3 N/A su l <- Humidification/Dehumidification Dead Band Dead Band • pp y -10,000 cfm . Ci Comptying controls provided • C1 Duai setpoint control Shutoff Dampers • N1 N/A no humidification and/or • C2 Manual change over control . C1 Motorized shutoff dampers on OA and dehumitlification • N1 N/A special occupancy(requires Exh ' approval) � DucUPlenum Insulation C2 Gravify shutoff dampers on OA and Exh C9 Com g p • N2 N/A heating or cooling only . N1 N/A continuous operation ' plyin insulation rovided • N2 N/A 515 kbtu/h or G3/4 h • N1 N/.4 all ducts located in conditioned Setback Controls p space • C1 Setback provided(down to 55F) • N3 N/A OA/EA<=300 cfm • N9 N/A continuous o eration Duct Sealing p Zone isolation • N2 N/A s15 kbtu/h or Gi/4 hp . C>lsolation zones provided • Enter highest sea!level(A,8 or C)for • N3 IV/A 99.6%Win DB>40F . N1 N/A continuous operation supply and return • N4 N/A radiant heating . N2 N/A_<15 kbtu/h or Gi/4 hp Duct Leakage Test • IV5 N/A no heating . N3 N/A ali zones on same schedule • Y Ducts will be tested for/eakage • N4 N/A OA/EA<=5,000 cfm • N Ducts wiil not be tested for feakage ` �i�4 ANSI/ASHRAE/IESNA Standard 90.1-2004 � � � � E � � • . - . . • . • ' .�.. � � � �... i .�. �..« . �:• • � Project Name: Paragon Outlets Building 600 Contact Person: Jeffrey M.Zunt Telephone: 330-659-6688 Prescriptive Checklist heat addition and loop heaf rejection(if any) Prescriptive Economizers(§6.5.1) Specify economizer exemptions: comply with the requirements of§6.5.2.2.3. m Systems employ airside economizers ❑ System pumps greater than 10 hp employ (§6.5.1.1). variable flow controls(§6.5.4.1),pump � Economizer provides up to 100%design isolation(§6.5.4.2)and temperatu�e reset airflow in outdoor air(§6.5.1.1.1). Prescriptive Air-System Requirements (§6.5.4.3). � Economizer is integrated with the mechanica{ o Simultaneous Heating and Cooling Prescriptive Special System Requirements cooling system(§6.5.1.1.2 and§$.5.1.3). (§6.5.2.3). ❑ AII heat rejection equipment with motors?7.5 m Economizer high limit shutoff complies with � Zone minimums were set to meet the hp employ controls that comply with§6.5.5. §6.5.1.1.3. requirements of Standard 62. ❑ Exhaust Air Energy Recovery:ali fan systems � Economizer dampers meet or exceed ❑ Zone minimums were set to<_0.4 cfmlft2 of that have both a design supply capacity of? leakage requirements(§6.5.1.1.4). zone conditioned floor area. 5,000 cfm and a minimum outdoor air supply � ❑ Zone minimums are less than 300 cfm. of>_70%of the design supply air employ an � System provides relief for up to 100/o design energy recovery system that complies with airflow in outdoor air(§6.5.1.1.5). ❑ Other(requires special documentation and §6.5.6.1. � Economizer complies with the heating system approval). o Heat recovery for service water heating is impact requirements(§6.5.1.4). o Humidity controls(if any)comply with the provided for facilities that operate O Systems employ waterside economizers. requirements of§6,5.2.3. continuously,have a total water-cooled heat rejection capaciry exceeding 6,000,000 btu/h, ❑ Economizer can provide 100%0 of the load at � Systems that employ hydronic cooling and and have a design service water heating load eitherthe outdoor conditions of 50°F db/45°F have humidification(if any)use a waterside exceeding 1,000,000 btulh.The heat wb or 45°F db/40°F wb where re uired for economizer that complies with 6.5.1. q § �ecovery system(if any)complies with dehumidification purposes(§6.5.12.1). O Variable air volume fan controls comply with §6.5.6.2. ❑ Precooling coils and heat exchangers have the requirements of§6.5.3.2. o Kitchen hoods with exhaust flows>5000 cfm either a 5 15 ft of WC pressure drop or are comply wifh the requirements of§6.5J.1. Prescriptive Water-System Requirements bypassed when economizer is not in use(§ o Fume hoods with a total exhaust s stem flow 6:5.1.2.2). O Three-pipe systems are not used(§ >15,000 cfm comply with the requ rements of 6.5.2.2.1). 0 Economizer is integrated with the mechanical §6.5.7.2. cooling system(§6.5.1.3). ❑ Two-pipe changeover heating/cooling o Radiant heaters compiying with§6.5.8.1 are systems(if any}comply with the m Economizer complies with the heating system used to heat unenclosed spaces(if any). impact requirements(§6.5.1.4). requirements of§6.5.2.2.2 o Hydronic(ground-or water-loop)heat pump � The cooling equipment with hot-gas bypass o Systems are exempt from the economizer controls(if an y)meets the unloading re uirements. systems that have equipment forboth loop 9 requirements of§6:5.9. y�p 0 ANSi/ASHRAE/IESNA Standard 90.1-2004 � �'=E � � ` - • _ � � ,� � . . . ` , . • - Project rvame: Paragon Outlets Builtling 600 Contact Person: Jeffrey M.Zunt Te�ephone: 330-659-6688 Complete one worksheet for each fan system > 5hp Prescriptive Fan Power Limitations 6.5.3.1 Supply Fan Retum Fan Exhaust Fan Series-Style Fan-Powered Total System ; Box Motor(hp) Tag Supply GFM Motor(hp) Tag Motor(hp) Tag Motor(hp) Tag Motor(hp) F-Total Supply CFM Total System Motor HP-� Table 6. . . Lt�e hp/cfm �� Total Supply CFM _� X cfm Constant + 1,000 �� HP Allowance = hp(=Ualue X CFM/1000} � Credits and/or adjustments*� Adjusted HP Allowance* hp(see§6.5.3.1) z "Attach calculations and documentation if credits or temperature adjustments are used.Refer to§6.5.3.9 for the formulas Credits and adjustments are available for the following: • Clean filter pressure drops in excess,of 1 in.w.c.; • Pressure drop due to heat recovery coils or devices or evaporafive cooling equipment or devices; • Relief fans that operate during peak cooling due#o high ventilation rates;and • Room to cooling air supply temperature differences that are greater than 20°F(e.g.low temperature supply). y�� ANSI/ASHRAE/IESNA Standard 90.1-2004 � � � E � . BUILDING 600 • �� i • :� ��• . • # .�r- Project Name: PARAGON OUTLETS AT CEDAR GROVE ProjectAddress: TBQ Date: 3.4.2��3 �esi9nerof Reoord: JEFFREY MITERKO -re�epho�e:330.659s6688 Contact Person:Gf'�EG SUTY/�K Telephone:330.659.6688 c�ty: EAGaN, MINNESOTA Mandatory Provisions Checklist Automatic lighting shutoff controls are provided m Each space enclosed by ceiling-height ❑ Two-lamp tandem-wired ballasts. based on either a scheduling device or an partitions has an independent,accessible occupant senso�. cont�oi that operates general lighting in the � Display lighting has a separafe conttoL ❑ Exception: Space is intended for24- space. ❑ Case lighting has a separate controL hour operation. ❑ Exception: The control is located in a � HoteUmotel guest rooms have a master ❑ Exception: Space is smaller than 5,000 remote Jocation for safety or security switch at the main ent ft2, reasons. rY. ❑ Exception: Space forpatienf care. ❑ For spaces less than or equal to 10,000 ft2,a 0 Task lighting has a separate controi. separate space control is provided for each ❑ Nonvisual lighting has a separate control. 2,500 ftz of area. ❑ Exception: Space where automatic 2 ❑ Demonstration lighting has a separate lighting shutoff would endanger safety or � For spaces more than 10,000 ft,a separate controL space control is provided for each 10,000 ft security. of area m Exit signs do not exceed 5 W per face. ❑ Eithe�a photosensor or an astronomical time ❑ Exterior building grounds lurninaires greater switch controls exte�ior lighting applications. than 100 W have lamps with minimurn ❑ Exception: Lights must remain on for efficacy of 60 lumens/W. safety,securityor eye adaptation ❑ Exception: Luminaire is activated with a reasons. motion sensor. Interior Li htin PowerAllowance Buildin Area Method Buiiding Lighting Power Densiry Building Area Lighting Power Allowance TYPe (W/ft2) (ftz) (W) Total Interior Li htin Power Allowance Space-b -S ace Method Building CommoNSpecific Lighting Power Density Space Area Lighting Power Allowance TYPe Space Type (W/ftz) �ft2) �W) � � . CORRIDOR � '��0.5 �.��.. . . . . 753� . .. � . � 376�:5 � � � . ELECT/MECH 1:5 501 7515 Total` , 1128A ��p ANSI/ASHRAE/IESNA Standard 90.1 2004 � � E � . � � . � � . � � _, � ' ' -'., : . ' • ' :. y ,. �. � �? • ` � : . ' �- Pro]ect Name: PARAGON OUTLETS AT CEDAR GROVE conta�t eerson: GREG SUTYAK -re�ephone: 330.fi59.668$ Interior Connected Li htin Power TYpe ID Luminaire Description �� *�� Y �� Number of Watts/ Total (including number of lampsper fixture,watts per lamp,type of ;, � �� m m� Luminaires Luminaire Watfs � � �, baliast,type of fi�ure) ��.� �� .�� ca �;',`aFV ��s N r� o �O� �� d �� £ �c�i� � �� c �� tL -� � � ��` O �� , , � � HIGH ABUSE,232W T8,ELECTRONIC Q'�� Q ��Q 10 60 600 BB 4'INDUSTRIAL,2-32W T8,ELECTRONIC ��(� ��Q :y�4 Q 8 $0 480 ,;. ..., ��,.,. 0"��0 �„�� Q, 0��0 ��0 ��0 �<,��Q '��Q ��---'��Y,Q 0��0 ��Q �0�0 0�"�0 �s�.�0 �.�� 0�� Q �-��0 0��0 ��0 �0�0 0��'O �O��O �4J�0 Total 1080 Additional Intecior Li htin Power Allowance TYpe Space JD Space Name �°`{; � �M"� Area(ft2) Unit Allowance Allowance Luminaire Installed �" � ��= (W/ft2) (W} ID's Power(W) ��_ �. a : s L§; N ?. �Ln y�; . . > z � �'-,.A ; . � . '�,t3�=� � � �+� . �-�; u� �Y6 =. c�° ° � a� �� p � m < �� > �CI� � �,�. ��t � � � � � � 0�:�;,0 ��y � � � � ��`��Q �,� � � � � � ��Q� �� 0,�0 � h,: ��O ��;' �0 �� °Q� �m ��0 �� ' �i�p . ANSI/ASHRAE/IESNA Standard 90.1-2004 � � � � •' i �. ' �`, � '; 1 � :, � �: ': ' . • - Project Name: PARAGON OUTLETS AT CEDAR GROUE ContactPerson: GREG Sl.1TYAK Telephone: 330.659.6688 A,dditional interior Connected Li hfin Power TYpe , ID Luminaire Description �,"�� Number of Watts/ Total (including number of lamps per fixture,watts per lamp,type ��°°� �� c� �� Luminaires Luminaire Watts of ballast,type of fixture) �..�� _ �� .� ��,� � �� o ��j -c+ ` � � , > �> : �c ��: � �� c �� L 5� tL �S'� J � ; O ,� h�� O �0��0 �0�0 O:��O �O,��O ��0 ��0 �,�0 ;�'��0 _ O"�O ��O ��O 0��0 ��0 ��0 0�0 `�`.��0 ��0 �� -�0 ��,m.0 �,a0 ��O �{}�'�O ��O �=�0 �<,�0 �d��0 Total H p ' ANSI/ASHRAE/IESNA Standard 90.1-2004 6�m � 'fi� . .'k--, . Special Structural Testing & Inspection Prograrn Summary Schedule Project Name Paragon Outlets Cedar Grove Project# 12021 Location 3945 Eagan Outlets Parkway, Eagan, MN Permit# (1) (Building 600) Technical 2 Description (3) Type of Specific Report Assigned Firm (6) Section Article Inspection (4) Frequency(5) 1704_3 Steel Constr. Mat'I Verification SI -S Periodic High Strength Boltin SI-S Periodic Welding SI -S Continuous 1704.4 Conc. Constr. Reinf. Steel SI -S Periodic Anchor Bolts SI -S Continuous Design Mix SI -S Periodic Strength Test SI -S Continuous Placement SI -S Continuous Curing SI -S Periodic Formwork SI -S Periodic 1704.5 Masonry Constr. Inspection SI -S Periodic Prior to Grout SI -S Periodic Grout Placement SI -S Continuous Grout/Mortar Pris SI -S Continuous Constr. DocJSubmi al SI -S Periodic Compliance 1704.7 Soils Subgrade SI -S Periodic Excavations SI -S Periodic Controlled fill SI -S Periodic Placement of Fill SI -S Continuous Subgrade Prep. SI -S Periodic Note:This schedule shall be filled out and included in a Special Structural Testing and Inspection Program. (If not otheruvise specified, assumed program will be "Guidelines for Special Inspection & Testing" as contained in the State BuiJding Code and as modified by the State adopted IBC. *A complete specification-ready program can be downloaded directly by visiting CASE/MN at www.cecm.orq. 1. Permit number to be provide by the Building Official 2. Referenced to the specific technical scope section in the program 3. Use descriptions per IBC Chapter 17, as adopted by MN State Building Code. 4. Special Inspector-Technical(SIT); Special Inspector-Structural (SIS) 5. Weekly, monthly, per tesUinspection, per floor, etc. 6. Name of firm contracted to perform services Acknowledgements (Each appropriate representative shall sign below) Owner (�� Firm Paragon Outlets Eagan LLC. Date � 26 � Contractor ' Firm Ryan Companies US, �nc. Date �=/3—1,3 Architect Firm Dal Pos Architects, LLC. Date � SER . Firm Thorson Baker&Associates Date__!�!�� SI-S -�� Firm Braun Intertec, Inc. Date � � l� TA Firm Braun Intertec, Inc. Date �� -3 F � Vll1✓'�wwt� Firm Linco Companies Date f-L-- 1� If requested by Engineer/Architect of Record or Building Official, the individual names of all prospective Special Inspectors and the work they intend to observe shall be identified as an attachment. Leqend SER=Structural Engineer of Record SI-T =Special Inspector-Technical TA=Testing Agency F= Fabricator SI-S =Special Inspector-Structural Accepted for the Building Division By Date BCSD-PR019 4/03 � �°� � � Special Inspector Final Report Date: To City or County of: Attention: Street Address City: State: Zip Code: RE: Final Project Report Project Name: Address: To Whom it May Concern: This is to certify that I performed special inspections on the following portions of the work at the above address which required continuous inspection, and which I was employed to inspect: Based on my personal observation and written reports of this work, it is my judgment that the inspected work was performed, to the best of my knowledge, in accordance with the approved plans, specifications, and the applicable workmanship provisions of the Uniform Building Code. Sincerely, Special Inspector's Signature Date Print full name ID Number cc: ClienUOwner Architect/Engineer , . `� � q� - . � ♦ �; `�a�,�r�,� y `�` L� � ,� �' '� * ' ..;�s��i_..� : „ e ,{ � ' � � � }�� T .�J �. c �`- , _ ��}. j �� l�{ �4f ' � � *i 3� � � � i! "'�. y' E% � 4 4 la. �i �.*��,?"�:.Y. � r.Y+� ` �� • 4' . -� /� . t' , * � s �� ^ � � � � / /°-� . y. :.._ : , . J . � ,; �'t wi. � . O.s..,�� w. : �'+ f � ..�� ,/ ��x/'� . � `�` \L � �N r - . �>.� . ��' Y �� 1� �r�w ,�. k . !` . ' ; .� , , ., � i .S � a re .+� �'� , '�\.� . i�� _„"'� �C< � � ✓ �' �..� .tl� 1 r. ��' S� . `.' �� "�� ', . �r � �� .�� Y i�${j.,j.1�,,��•l�l � PR t ��a,`x �� 4�� a� . �AX, � i f.• �a . �� '' . t. ' �{ ��,�° : t'RY`4YE�� , �� ;a� � � ; �..� 9� . r�r , ,:''� ��'' ti f �y� �..4 �,� {} ��a .� ,� ��'�� q,, a ��' � '��, �` • ' tz`� o � � � i '�- �.� � � ` � �� ` ..`'�':��4" " t � `-:� .> , � . 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''� ` i�� ~ V � � i T i�. .`l�. � T{4 s �� ` � t\ �y� �4�3��r A { ��Jle �� } Y� � i >r'�..1�s r+a .� ` �� L � � . �� £ �� 1� N �� ,� � 'b W � 1�� 0. �: a. `.. .` * +.��:.. ` ' . a ':.,� � � d , v . � �. � ! �� .!`/l€� �s"'�� .'�'O4 � � \ � .'` r P O � �i. \ `� }� C`') .% /Y"/� �1�'N 7 y `.� � � \\ ,�, � `�F,f�� &�� ,� � " '� � � �� . � t ' �� % �y��- _ �f. \ ��y�� . . ,�G �� G. � -�'�:,� , � �� \`-� �� f�t a � � �f�`� �� - ��' 1� y� , �' r � ��' L . ��+�� ; �� : � � , � � -r. _ x ' ,t , �.w � ..,,�. . �" ,Pg'S1t�ii� ../ ,� � �J� �� <. � �_.__— .-=�—_..�....,,..:.= :� � t� e� � � � � � � � I �"��bCalic.r��. � � � � �. �� - '� � � a = , � � � ' � � L e,�a r b�...r.. � �� `h N �€:-s � � �° � ��n _.� . ;� Ul _ � �� ,� �`:� � t/� � ,�� : � . � � � °- �,� , ' � , �� '��` � �, ,,�� `�� O � .,� � � �� . � `� � . � �4 � � Qo � �� ,� � �� r � (i O ' '� ' � � / � � i � ,��_ < - , .- L � !� i c� a . � Structural Steel Special inspection Final Report Cedar Grove Outlet Mali—Building 600 3905 Eagan Outlets Parkway Eagan, Minnesota Prepared for Paragon Outlets Eagan LLC Project BL-12-04579A July 31, 2014 Braun Intertec Corporation � ' Braun Intertec Corporation Phone:952•995•2000 . iiooi Hampshire Ave S FaY: 952•995•2ozo Minneapolis,MN 55438 Web: braunintertec.com July 31, 2014 Project BL-12-04579A Mr. Steven Trainer Paragon Outlets Eagan LLC 217 E Redwood Street, 21st Floor Baltimore, MD 21202 Re: Structural Steel Special Inspection Procedural and Final Report Cedar Grove Outiet Mall—Building 600 3905 Eagan Outiets Parkway Eagan, Minnesota Dear Mr.Trainer: Please find attached to this procedural report the Structural Steel Special Inspection Final Report for the Cedar Grove Outlet Mall Building 600 Project and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of the Minnesota State Building Code, Chapter 17 of the International Building Code (IBC) and the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structurat engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them,judge or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. We also summarized the discrepancies documented in a Discrepancy Log. As needed, we also contacted the project structural engineer for additional clarification on specific issues related to the drawings or discrepancies observed. Plans and Specifications The plans and project documents available at the site were used for our inspections. From time to time, we received plan modifications from the structural engineer. When received,these were used to evaluate the work completed in the field. Visual Examination of the Field-Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society (AWS) D1.1-2010, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and specifications. AA/EOE Prouiding engineering and environmental solutions since i957 • Paragon Outlets Eagan LLC Project BL-12-04579A July 31, 2014 Page 2 Tension-Control Bolted Connection Observations Tension-control bolted connection observations were conducted to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension- �ortrol bolts had s�parated from the body�f the aolt. Remo�a! cf the splined end is a direct indicator the bolt has been torqued to the minimum snap-off load. At connections where the splined ends were not, or could not be removed,the torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In addition, each connection was observed for fit-up and to determine if the various plies were in contact with one another. Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-2008, Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality, size and spacing of the welds. In addition,the location and the completeness of the side-lap fastener installation were observed and evaluated. Column Anchor Bolt Observations The column anchor bolts were observed to determine if they were in place, and if the nuts were installed, fully engaged and snug tight. The base plates were observed to determine if they were in full contact with the adjoining surface. If required by the construction documents, we also observed if the plate washers were installed. General In performing its services, Braun lntertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Thank you for the opportunity to provide the speciai inspection and testing services for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Dan Graham at 952.995.2524 or Marv Denne at 952.995.2510. Sincerely, BRAUN INTERTEC CORPORATION R 7�� -"�.��°".�'��%"�'�,� `�-°�'� Danie! R. Grahafn ICC Cert' 'ed Special Inspector-Structural Steel and Welding i��r��:% T' Christopher R. Kehl, PE Principal-Senior Engineer ��:��. - Paragon Outlets Eagan LLC Project BL-12-04579A July 31, 2014 Page 3 Attachment: Structural Steel Special Inspection Final Report c: Jeff Graham, PE;Thorson Baker&Associates, inc. Mark Kronbeck; Alliant Engineering, Inc. James Miller; Dalpos Architects& Integrators Craig Novaczyk; City of Eagan Michael Thorson, PE;Thorson Baker&Associates, Inc. Brad McCarter, PE; Braun Intertec ��.�..��,�_�,,, Braun Intertec Corporation Phone:952•995•2000 . iiooi Hampshire Ave S Fax: 952•995•2020 Minneapolis,MN 55438 Web: braunintertec.com Structural Steei Special lnspection Final Report City of: Eagan Date: luly 31, 2014 Attention: Mr.Steven Trainer Project: Cedar Grove 0utlet Mall—Building 600 3905 Eagan Outlets Parkway Eagan, Minnesota Braun Intertec Project: BL-12-04579A In accordance with the Minnesota State Building Code, Section 1704 of the International Building Code and the agreed-upon scope of services, the required special inspections and testing have been provided for the following items: Bolting. The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications.There are currently no outstanding or unresolved bolted connection-related issues. Structural Field Welding. The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. Discrepancies were noted but were acceptable after review of the contractors performing the required correction as recommended by the engineer.There are currently no outstanding or unresolved structural welding-related issues. Metal Deck Welding and Fasteners. The metal deck welding and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.There are currently no outstanding or unresolved decking- related issues. SQnclusi�n Based upon the inspections conducted,the testing performed and the attached reports, it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans, specifications, engineer-provided modifications and applicable workmanship provisions of the Minnesota State Building Code and the International Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan, specification or report ti�; ,;;t,�,s was prepared by me or under my direct supervision ._;��: ��'��°6-:< : ,,.��..e ,,.�;�,�,ry,. and that I am a duly Licensed Professional Engineer ,�•;�°° `°aQ� �; under t laws of the State of Min esota. u° `:° 6� �;� / _ �, �',?-<��'��'f�.Y�- :. / �� l 'F",z �ra.E_ .��• C ristopher R. Kehl, PE i e� �'�`�� ° ` Principal-Senior Engineer �'��pg ��y,'�`�`�"{ ,�'3@x a . ,�„�T+,�,'- �'�! 11'p� 6.a t°f , . License Number: 43459 ��..,,, ��;=, � July 31, 2014 Attachments: Special Inspection Daily Reports 1 through 7 Summary of Discrepancy Log AA/EOE Prouiding engineering and environmental solutions since i957 �..�,��„�-'°�, .+��." �,..�.� . . . , ��,��- ��= � Issue Date: 2013I01l01 Rev No.: 0 �� .�� : - � � ,��; � � ' a��':��- ��: �.. b;: �� ;� _ . ' r¢ � �"�� Special Inspection Daily Report City of Eagan, MN. Page 1 of 1 Report No.: Structurai Steel#1 Date of this Repart: 11-11-13 Project Name: Building 600 Project No.: BL-12-04579A Project Address: 3905 Eagan Outlets Parkway Client: Paragan Outlets Eagan Client Project No.: Weather: Part1y Cloudy PM Brad McCarter Temperature: 30 ° F Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases: � Periodic �Welding 8� Bolting ❑ Concrete ❑ Fireproofing ❑ Piles 8�Piers ❑Tendon Placement ❑ Soils Did the architect or engineer authorize changes to City-approved plans? ❑Yes (Listed Below) ❑ No Description and location of work completed: _ __. __ _. ___ __ __ _ - _ _ _ . _ _. Visuaf weld observations were performed in accordance with AWS D1.1 Section 6 2010 criteria on the following: 1) Bar joist fillet welds Roof Level Grid K-M 33-44.8 per Nucor Vulcraft details. No discrepancy noted 2) Anchor bolts at Foundation Level Grid K-M 33-44.8 p{ies in direct contact with full nut engagement present 3} Truss girder fillet welds at Roof Level Grid K-M 33-44.8 per Nucor Vulcraft details. No discrepancy noted List tests perFormed: _ _ __ . __ . __ _ __ _ _ _ _ _ _ Visual ■ Are there any discrepancies noted from this days observations? Yes ❑ No � • Are there any outstanding discrepancies on this project? Yes ❑ No � o if yes, see atiached Summary Sheet. ■ Report given to Contractor: Yes � No ❑ To the best af our knawledge, work inspected was dane in accordance with the approved plans, specifications, and applicable workmanship provisions of the current IBC, except as noted above. � iigned: � Date: 11-11-13 Print Full Name: Daniel P. Graham f.D. Na: 1054095 S1&S2 �� -. . �. �� >�z��_ �HI Issue Date: 2013I01/01 Rev No.: 0 � . � ,<�_ -� .�.��. ;� � �� ; � �� i' � � � Special Inspection Daily Report City of Eagan, MN. Page 1 of 1 Repa� Na.: Structurai Steel#2 Date of this Repo�t: 11-18-13 Project Name: Building 600 Praject No.: BL-12-04579A Project Address: 3905 Eagan Outlets Parkway Ciient. Paragon Outlets Eagan Client Project Na.: Weather: Partiy Cloudy PM Brad McCarter Temperature: 30 ° F Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases: � Periodic � Welding &Bolting ❑ Concrete ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to City-approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work completed: _ .__ _ __. _ _ _ . __ Visual weld observations were performed in accordance with AWS D1.1 Section 6 2010 criteria on the folfowing: 1) Bar joist fillet welds Roof Level Grid K-M 27.2-33 per Nucor Vulcraft details. No discrepancy noted 2) Anchor bolts at Foundation Levef Grid K-M 27.2-33 plies in direct contact with full nut engagement present. 3) Truss girder fillet welds at Roof Level Grid K-M 27.2-33 per Nucor Vulcraft details. Na discrepancy noted List tests performed: _ _ _ _ _ _ . Visual ■ Are there any discrepancies noted from this day's observations? Yes ❑ No � • Are there any outstanding discrepancies on this project? Yes ❑ No � �, {f yes, see attached Summary Sheet. • Report given to Cantractar: Yes � No ❑ To the best of aur knowledge, work inspected was done in accordance with the apprc�ved plans, specifications, and appficable workmanship provi�ions of the current (BC, except as nated abave. Signed: Date: 11-18-13 Printi Fuii Name; Daniel P. Graham I.D. Na.: 1054095 S1�S2 �� L Issue Date: 2013/01f01 Rev Plo.: 0 �..,'� - '�� .�`` :; � a d�� ; _ F �; � ; � �....�,�� -�'� _�� , _ _ vi - � v �:. � Special Ins�ection Daiiy Report City of Eagan, MN. Page 1 of 1 Repart Rc.: Structural Steel#3 Qate of this Repart: 11-27-'13 Project Name: Building 600 Project Mo.: BL-12-04579A Project Address: 3905 Eagan Outlets Parkway Client: Paragon Outlets Eagan Client Praject No.: Weather: Partly Cioudy PM 8rad McCarter Temperature: 20 ° F Type of Inspection: Inspection Caverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases: � � Periodic �Welding 8�Bolting ❑ Concrete ❑ Fireproofing ❑ Piles&Piers ❑Tendon Placement ❑ Soils Did the architect or engineer authorize changes to City-approved plans? ❑Yes (Listed Below) ❑ No Description and location of work completed: _ _ __ _ _ _ _ _._ _ Visual weld observations were performed in accordance with AWS D1.1 and D1.3 criteria on the following: 1) Puddle welds and side lap fasteners at Roof Levei Grid K-M 27.2-44.8 per Nucor Vulcraft/structural steel details. No discrepancy noted 2) Moment plate from bar joist to column fiilet welds at Roof Level Grid K-M 27.2-44.8 per S5.1 detailslrevisions. No discrepancy noted 3) Deck support angle/splice bar fillet welds at Roof Level Grid K-M 27.2-44.8 mper sheet S5.1 8�S5.2. No discrepancy noted 4) A325 3!4"tension �ontr�! bolts at Roof Level Gr'sd K-M 27.2-44.8 (Grid J.�38 8�L 30 misaligned bolt hales co�necticsn fiilet welded with full vertical and retums. Weld quality found acceptable). Na discrepancy noted 5) A325 1"tension control bolts at Roof Level Grid K-M 27.2-44.8. No discrepancy noted 6) Mid level tube steel to seat haunch/vertical channei fillet welds Grid K-M 27.2-44.8. No discrepaney noted List tests performed: _ _ __ _ _ _ _ _ _ _ _ Visual _ ■ Are there any discrepancies noted from this day's observations? Yes ❑ No � ■ Are there any outstanding discrepancies on this project? Yes ❑ No � o }f yes,see attached Summary Sheet. • Report given to Contrac#or: Yss � No ❑ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications, and app(icable workmanship provisions of the current IBC, except as noted above. � , Signed: Date: 11-27-13 Print Fui( Name: Daniel P. Graham I.D. No.: 1054095 S1&S2 4-� �' �� `; :s�ae Oate: 24131C3,'�9 R�v Flo.: 0 _ �� _ � �� - �-`� ��-� ; �� `� �u�� ;x ��=�� Special Inspection Daity ��:Repart � City of Eagan, MN. Page 1 of 1 Report No.: Stru�4ura1 Sieei#4 Date of this Report: 1-15-14 Project Name: Buifding S00 Project No.: BL-12-04579A Project Address: 3905 Eagan Outlets Parkway Client: Paragon Outiets Eagan Client Project No.: Weather: Partly Cloudy PM Brad McCarter Temperature: 20° F Type of Inspection: Inspec#ion Coverage: ❑Continuous ❑ Masonry ❑Ftebar Piacemerrt ❑ Foundations ❑ Special Cases: � Periodic � Welding & Bolting ❑ Concrete ❑ Fireproofing ❑ Piles 8�Piers ❑Tendan Placement ❑Soils Did the architect or engineer authorize changes to City-approved plans? ❑Yes (Listed Below} ❑ No Description and location of work completed: _ _ _ Visual weld observations were pertormed in accordance with AWS p1.1 and D1.3 criteria on the following: 1) Fillet welds on Tubes, Anglss and�olumns for Tower Roof Framing. No Discrepancies Noted. List tests perfiormed: _ Visual ■ Are thers any disc�p�ancies n�ted From this day's ous2r�ations? Yes ❑ iva � ■ Are there any outstanding discrepancies on this project? Yes ❑ No � o If yes, see attached Summary Sheet. • Report given to Contractor: Yes � No ❑ To the best of our knowiedge,vyrork inspected was done in accordance with the approved plans, specifications,and applicable workmanship provisions of the current IBC, except as noted above. Signed: d�/�----- Da#e: 1-15-14 Print FuP! Name: Troy 8aumann I.D. No.: 5067860 S1&S2 Providing engineering and environmenfa/sofufions since 1957 r �st��` x:' ISSU@�k�; 2013f04/04 F��Y NO.: 4 . " ' � _ � � F �� r � � ��.� ,��'�af�c r ��"��`°�� j . �£y��,��-��-��--�� .&F- Special Inspection Daity Report City af Eagan, MN. Page 1 of 1 Repor�N�.: Structural Stsei#5 D�e of this Report: 1-29-14 Project Name: Buiiding 600 Project No.: BL-12-04579A Pro}ect Address: 3905 Eagan Outlets Pa�kway Client: Paragon Outlets Eagan Client Project No.: Weather: Partiy Cloudy PM Brad McCarter Temperature: 20 ° F Type of Inspection: Inspedion Coverage: ❑ Corrtinuaus ❑ Masonry ❑ Rebar Placemerrt ❑ Faundations ❑Special Gases: � Periodic �Welding 8 Bolting ❑ Concrete ❑ Fireproofi�g ❑ Pites 8�Piers ❑Tendon Placement ❑ Soils Did the architeet or engineer authorize changes to City-approved p4ans? ❑Yes (Listed Below) ❑ No Dsscription and loca#ion of work completed: _ _. __ _ The following uisual observafions were pertormed on bar joists from slab on grade (various areas with damaged chords/facings). Results as follow to be reviewed by the joist supplier, Nucor: "A} Grid K-L, 37-38, 2nd joist North of L, 6th apex from 37 towards 38, east diagonal bent approx. 1/2" List tests performed: Visual ■ Are there any discrepancies no#ed frem this day'S�bSelvBti�!is? Yss � No ❑ ■ Are there any outstanding discrepancies on tfiis project? Yes � No ❑ o If yes, see attached Summary Sheet. • Report given ta Contractor: Yes � No ❑ Ta the best of aur knawlecige,worlc inspeded v�ras done in accor�dance wifh the approved plans, specifica#ions, and applicable workmanship provisions of the current IBC, except as noted above. Signed: �/�--- Date: 1-29-14 Prirtt Full Name: "�roy 3aumann I.D. No.: 5067860 S1&S2 Providing engineering and environmenfa/solutions since ?957 ` �� Issue Daie: 2013/41/01 Rev No.: 0 � ��. <�� " ; . " �;., , T -��'� ��--�#-`�y-� ;� ,�, �,a�� t�3 � „�� :��,�� K � Special inspection Daiiy Report City of Eagan, MN. Page 1 of 1 Report IVo.: Structura! Stse!#E Date o#th6s Report: 3-20-14 Project Name: Building 600 Project No.: BL-12-04579A Project Address: 3905 Eagan Outlets Parkway Client: Paragon Outlets Eagan Client Project No.: Weather: Indoors PM Brad McCarter Temperature: 40 ° F Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases: � Periodic �Welding S� Bolting ❑ Concrete ❑ Fireproofing ❑ Piles& Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to City-approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work completed: _ Visual weld observations were performed in accordance with AWS D1.1 criteria on the foilornring: 1) Bar joisUtruss girder bottom chord to column stabilizer fitlet welds at Roof Level Grid K-M 27.2-40.8 per Nucor Vu{craft details and S5.1 notes. No discrepancy noted 2) Uplifk angle from bar joist to truss girder/beam fillet welds at Roof Level Grid K-M 27.2-40.8 per Nucor Vulcraft detaits and S5.1 details. No discrepancy noted List tests performed: Visua! __. � Are there any discrepancies noted from this day's observations? Yes ❑ No � • Are there any outstanding discrepancies on this project? Yes � No ❑ o (f yes, see att�ched Summary Sheet. ■ Report given to Contractor: Yes � No ❑ To the best of aur knowledge, work inspected was done in accordance with the approved p(ans, specifications, and applicable warkmanship provisions of the current IBC, except as noted above. R\ � Signed: ��,, _ Date: 3-20-14 Print Full Name: Daniel P. Graham I.D. No.: 1054095 S1&S2 u�� '� ' Issue Date: 2013/01/01 Rev No.: 0 r��° ��` .� - `�,� , � �� $ � � � a`: '� g�.�` �k`; 2� � - � � �� ."�� 3 a = �f } � Special Inspection Daiiy Report �.. �-_ `� ��,*, City of Eagan, MN. Page 1 of 1 Report No.: Structural Stezl#7 Qate�f this Report: 4-14-14 Project Name: Building 600 Project No.: BL-12-04579A Project Address: 3905 Eagan Outlets Parkway Client: Paragon Outlets Eagan Cfient Project No.: Weather: Indoors PM 8rad McCarter Temperature: 60 ° F Type of Inspection: Inspection Caverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases: � Periodic �Welding 8� Bolting ❑ Concrete ❑ Fireproofing ❑ Piles&Piers ❑Tendon Placement ❑ Soils Did the architect or engineer authorize changes to City-approved plans? ❑Yes (Listed Below) ❑ No . Description and location of work completed: _ _ __ __ _ _ _ _ _ _ _ _ �sual weld observations were performed in accordance with AWS D1.1 criteria on outstanding discrepancy on Report#5 1-29-14 on Item A} Grid K-L, 37-38, 2nd joist North of L, 6th apex from 37 towards 38, east diagonal bent approx. 1/2" ahs been repaired/reinforced per Nucor fixes. No discrepancy noted List tests perFormed: _ _ . Visual . _ __ _ _ ■ Are there any discrepancies noted from this day's observations? Yes ❑ No � ■ Are there any outstanding discrepancies on this project? Yes ❑ No � � If yes, see attache� Surrmary Sheet. ■ Report given to Contractor: Yes � No ❑ To the best of our knowledge,work inspected was done in accordance with#he approved plans, spec�cations, and applicable workmanship provisions of the current IBC, except as noted above. Signed: Date: 414-14 Print Full Name: Daniel R. Graham t.D. No.: 1054095 S18�S2 � -- � a - �.� �: = R Issue Dafe: 20°i3/01/07 Kev No.: 0 �� ; � � _ �� Summary of Discrepancies Needing Correction ar Review } . �� =��- ��=g �� by the Design Engineer or Architect Project Name: Paragan Outlets Eagan Project Address: Building 600 The following items must be reviewed by the engineer and/or corrected and/or inspected before work can continue in the area. Report No. Report Description Resolution to O/C Status Date Discre anc The following visual observations were performed on bar joists from slab on grade(various areas with damaged chords/lacings). repaired per closed 4-14- 5 1-29-14 Results as follow to be reviewed by the joist supplier,Nucor: Nucor fixes 14 *A) Grid K-L,37-38,2nd joist North of L,6th apex from 37 towards 38,east diagonal bent a rox. 1/2" f , ` �