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4232 Blackhawk Rd e ~ Use BLUE or BLACK Ink For Office Use of Eapn ~ Permit a alt y 5 I Permit Fee: I 3830 Pilot Knob Road Eagan MN 55122 I Date Received: I I I Phone: (651)675-5675 l I Fax: (651) 675-5694 1 Staff: I I t ----------------J 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 11-18-13 Site Address: 4232 Blackhawk Road Unit Resident/ Name: Eagan Pointe Senior Living, LLC Phone: Owner Address i City / zip: 945 Sibley Memorial Highway, Lilvdale MN 55118 Applicant is: Owner _X_ Contractor Type of Work Description of work: Demolition of Existing; Residence Construction Cost: Multi-Family Building: (Yes / No X-J Company: Rachel Contracting, lnc. Contact: Aaron Beming Contractor Address: 4125 Napier Court NE City: a'n Michael State: MN zip: _ 55376 Phone: 763-424-1500 License Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public Information. Portions of the information may be classified as non-public if you provide specific reasons, that would penult tpe'Gety to conclude that the arv trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 4540002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.ora 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. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit Issuance. i ` x_ Aaron Bexning x 2~>~ Applicant's Printed Name App Ica s Signature Page 1 of 3 Minnesota Pollution Notification of Intent t Control Agency to 520 Lafayette Road North Perform a Demolition St. Paul, MN 55155-4194 Asbestos Program Doc Type: Notification Type of notification: ❑ Original ® Amended ❑ Project cancellation Notification must be postmarked or received ten (10) working days before demolition begins. See Item 5 for emergency demolitions. Both start and end dates should be amended in writing as necessary to reflect current project dates. Demolition Contractor Building Information Name: Rachel Contracting Building name: House and Out Buildings Address: 4125 Napier Court NE Address/Location: 4232 Blackhawk Road City, State, Zip: Saint Michael City, State, Zip: Eagan, MN 55121 Phone number: 763.424.1500 County: Dakota Contact name: Brent Johnson Phone number: N/A Phone number: 763.424.1500 Age of bldg (yrs): 25 Size of bldg (sq ft): 1800/8400/2350 Number of floors, including basement level(s): 3 Building Owner Present use of bldg: Residential Name: Eagan Pointe Sr. Living LLC Prior use of bldg: Residential Address: 8147 Global Dd City, State, Zip: Woodbury, MN 55125 Dates of demolition or intentional burning: Phone number: 952-431-5700 Start date: 12/02/2013 End date: 12/11/2013 Contact name: John Myhre mm/dd/yy mm/dd/yy Phone number: 612-799-9486 Note: If there is >260 linear feet or >160 square feet of Regulated Asbestos-Containing Material (RACM) in the building to be demolished, it must be removed by a licensed asbestos contractor prior to demolition. The State of MN-Notice of Intent to Perform an Asbestos Abatement Project http://www.pca.state.mn.us/publications/w-sw4-06.doc must be used to notify for the asbestos removal. Is nonfriable ACM present in the structure to be demolished? ® Yes Q No Will nonfriable ACM be present in the structure at the time of demolition? ❑ Yes ® No If Yes to both questions above, complete Items 1-9. If No to either question, complete Items 3-9. 1. If ACM will be left in place for the demolition indicate the amount of Category I and/or Category II nonfriable ACM left in place. Category I: - Linear feet Category II: Linear feet Square feet Square feet Cubic feet Cubic feet Category I nonfriable ACM means asbestos-containing Category 11 nonfriable ACM means any material, excluding packings, gaskets, resilient floor covering, and asphalt Category I nonfriable ACM, containing more than one roofing products containing more than one percent percent Asbestos that, when dry, cannot be crumbled, asbestos. pulverized, or reduced to a powder by hand pressure. Category I nonfriable ACM is not allowed to remain Category 11 nonfriable ACM is not allowed to remain in in place for demolition if it is in poor condition. place for demolition if it has a high probability of becoming crumbled, pulverized, or reduced to a powder during demolition, transport, or disposal (e.g., transite, cement, slate roofing). www.pca.state.mn.us • 651-296-6300 • 800-657-3864 TTY 651-282-5332 or 800-657-3864 • Available in altemative formats w-sw4-21 • 1126111 Page 1 of 2 2. Description and location of ACM remaining in place (including number of floors and rooms): None 3. Company and/or individual that conducted the building inspection and the procedure used to determine the presence or absence of ACM (including analytic method): (Note: Prior to demolition all structures must be inspected by a licensed asbestos inspector who has been certified through the Minnesota Department of Health.) American Engineering Testing, Inc. Analysis performed using EPA Method600/R-93 and 600/M4-82 4. Description of planned demolition and the specific method(s) that will be used: -Total building demolition utilizing an hydraulic excavator with various demolition attachments will be used to demolish the building and load material into trucks for proper disposal. 5. If the demolition was ordered by a government agency, please identify the agency and attach a copy of the order: Name: Title: Authority: Date of order (mm/dd/yy): Start date (mm/dd/yy): Notification for an emergency demolition must be submitted as early as possible before demolition begins, but not later than the following working day. A demolition is considered an emergency only when the facility has been deemed structurally unsound and in danger of imminent collapse. if the structurally unsound building is known to contain any regulated ACM or is suspected to contain any regulated ACM, special procedures must be followed. if you are unaware of the special procedures, instructions/ regulations can be obtained by contacting the Minnesota Pollution Control Agency (MPCA) at the address or phone number listed below. 6. Description of procedure to be followed in the event that unexpected RACM is found or Category II nonfriable ACM becomes crumbled, pulverized or reduced to powder: We will stop work in the area, apply water, restrict access and notify the owner. 7. Demolition waste transporter(s) information: 8. Demolition waste disposal information: *see below for more information Transporter name: Rachel Contracting Landfill name: SKB Landfill Contact name: Mark Kraemer Owner/Operator: Mike Fullerton Tranporter address: _4125 Napier Court NE Address/Location: 13425 Courthouse Blvd City, State, Zip: St. Michael, MN 55376 City, State, Zip: Rosemount, MN Phone number: 763.424.1500 Phone number: 651-428-1400 9. 1 certify that the above information is correct and I am a bonafide representative of the demolition contractor or building owner and have authority to enter into agreements for my employer. Print name: Aaron ernin Title: Project Manager Signature: Date:11/19/2013 Important Note: Ensure you are in compliance with Minn. R. 7035.0805 prior to the commencement of renovation/demolition. This rule requires that the following items be removed two days prior to demolition: mixed municipal solid waste; household hazardous waste; industrial or hazardous waste; waste tires; major appliances; items containing elemental mercury, Poly- Chlorinated BiPhenyls (PCBs), and chlorofluorocarbons (CFCs); oil; lead; electronics; and other prohibited items. See MPCA website at www.pca.state.mn.us/publications/w-sw4-20.pdffor a Pre-Renovation/Demolition Environmental Checklist Guidance Document to assist with completion of this rule. *Demolition waste must be disposed of at a permitted solid waste facility. For other disposal option please contact the regional MPCA solid waste compliance/enforcement staff with any questions. Submit to: Minnesota Pollution Control Agency Questions call: 651-296-6300 or 1-800-657-3864 Industrial Division - Asbestos Program 520 Lafayette Road North Fax: 651-297-1438 St. Paul, MN 55155-4194 E-mail: asbestos.demolition.pca@state.mn.us www.pca.state.mn.us • 651-296-6300 800-657-3864 TTY 651-282-5332 or 800-657-3864 • Available in alternative formats w-sw4-21 • 1126111 Page 2of2 11/13/2013 WED 12:54 FAX 9524315709 stonebridge construction X001/001 Use BLUE or BLACK Ink I-- _I For Office Use , Permit City of Eap I . C~ I 3830 Pilot Knob Road 13 Permit Fee i Eagan MN 55122 Date Received: 1 " I l 3 ; Phone: (651) 675-5675 Fax: (651) 675-6694 S+Di staff. 2013 COMMERCIAL BUILDING PERMIT APPLICATION Date: 11/13/13 Site Address: 42Blackhawk Road / Tenant Name: .0, 41rt tell ! n-~e- .t1,0~f LVI`n (Tenant is; t~ New / Existing) Suite 0: f6 f'°` ""I Former Tenant: flll'~ 1 f 6 4YkY b"..~. Name: Eagan Pointe Senior Living LLC phone: 651-312-4500 4~IJVL')PrIIPd hG~p1p+.(IS~.,. .AWXI 1984 Oakdale Avenue, W St Paul, MN 55118 Address /City/ zip: i i X Applicant is: Owner Contractor rAIgYfnY~.~Q: ~ w 4 wrw~ VX' M i Description of work: New Construction -Senior Housing -f .Him Construction CostQ 4 •,rvM L" ~v Name: Stonebridge Construction License # I "G~~prr ~ _Irnr.~rr Y'"Y~ eoi~~G dt4' M r`' Address: 15734 Foliage Ave City: A PP IeValle Y 'r~ ~ 4vrp(grdtMFX~(IM A`;y'yrnYY State: MN Zip: 55124 Phone: 952-431-5700 •y,,,a~.x,°•~°° ~ al , • Brad Friesz Email: bfriesz@stonebridgecommunities.com Contact: Name: Harriss Architects Registration Ay11 .~'A'k.A (Y.I,IIQY~IA~AOY.~My;p4WMArv Address: 3207 Central Ave NE City: Minneapolis x M. 55418 -339-2190 State: MN Zip: Phone: 612 , George Johnson Email: gjohnson@harrissarchitects.com Contact Person: E sanrl r Y a l6iui Licensed plumber Installing new sewer/water C4'- Phone # U OT (03q- -T?- 7e . ..I , -..x..,_....._~._ ........A•.~.. Aw , , IA _ ..,Y~ '•rv. , r~ IIw1iy ~elYtV~.•,~.; .~AipWAIMl~Y,V~Mx.~~.bL~ a ON _x,r.- a w~ e • "gp^ruacr~~orq? ~ ~ Y . x .:.._.;AxYM. O N I 014,0 5.0.1, •t~..•. s' ,.....s.......: _ .a. :::r -.-x ~rt A„4Y;w,~AY,,. -1 11 -V CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work Is not to start without a permit: that the work will be in accordance with the approved plan in the case of work whigh reAuireS review and approval of plans. x (~a d A ~nep2 x Applicant's Printed Name Applicants Signatur Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUBTYPES _ Foundation _ Public Facility _ Exterior Alteration-Apartments Commercial / Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse / Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement Siding Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation Replace Water Damage Fire Repair Retaining Wall Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation lotooQ d Occupancy 5-2- MCES System r~ Plan Review Code Edition ,;200"7 MSBL SAC Units (25%1000 Zoning City Water es- Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers_ Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) __ZFinal / No C.O. Required V Foundation Other: Drain Tile Pool: -Footings -Air/Gas Tests -Final Roof: -Decking -Insulation -ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes ✓ No Reviewed By:tiltc. L Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Water Quality Surcharge 00 Water Supply & Storage (WAC) Plan Review d rc5~ i Storm Sewer Trunk MCES SAC Q Sewer Trunk City SAC 9100,01) Water Trunk S&W Permit & Surcharge 00 Street Lateral Treatment Plant 60 Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL~9 9 7S~ Page 2 of 3 iR,"l5 Dale Schoeppner March 13, 2014 Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Eagan Pointe Senior Living to be located at 4232 Blackhawk Road within the City of Eagan. This project should be charged 79 SAC Units, as determined below. SAC Units Charges: Independent Living/Assisted Living (with washers) 46 -1-bdrm units x 1.5 residents/unit = 69.00 26 - 2-bdrm units x 2 residents/unit = 52.00 121.00 121 residents @ 2.5 residents/SAC Unit 48.40 Independent Living/Assisted Living (without washers) 66 - Studio units x 1 resident/unit = 66.00 11 -1-bdrm units x 1.5 resident/unit = 16.50 2 - 2-bdrm units x 2 residents/unit = 4.00 86.5 86.5 residents @ 3.0 residents /SAC Unit 28.83 Guest Suite (no washers) 1 unit @ 80% /SAC Unit 0.80 Parking Garage 28 f.u. @ 17 f.u./SAC Unit 1.65 Total Charge: 79.68 or 80 Credits: Demolition #119229 (SAC paid 11/23) 1.00 Net Charge: 79.00 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. Sincerely, Karon Cappaert SAC Program Technical Specialist KC:fa: 140313A2 Determination expiration: 03/13/2016 cc: Amy Griffin, Eagan (email) George Johnson, Harriss Associates (email) File, MCES J •e Robert Street North St. Paul, MN 55101-1805 Phone 651.602.1000 1 Fax 651.602.1550 1 TTY 651.291.0904 metrocouncil.org N4FTR.OP01_I TAN An Equal Opportunity Employer C 10 U N E Use BLUE or BLACK Ink «�- p� -----------------, ��V�� For Office Use I (�1nn �tAv1 q 1 I �� I Vl�� ltl�tl� !'�H 1 1 i L�l� Permit#: � � � I � I Pemiit Fee: � 3830 Pilot Knob Road I � Eagan MN 55122 � Date Received: � Phone:(651)675-5675 � � Fax:(651)675-5694 � Staff: � __�______________J 2014 COMMERCIAL PLUMBING PERMIT APPLICATION � Please submit two(2)sets of plans with all commercial applications. �Z= Z-- Date:�T��L� Site Address: � ��a�� . Tenant: �a �Y �� Y i�� `�v�� Suite#: Property (�y��;�� Name: Phone: ' Name: �r�'er / � �'e(„�!1a� � License#: �� Ori�faG�OP „-` Address: �� "`"`Wa''��it��• �./�� State:��Zip:�� ' --�7 . Phone:7�� 1 Email: w�� "'� � Y� ' �New _Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. Tjlj�e Of 1l1/OCk,; �,,,, Description of work: � �� 4 COMMERC/AL New Construction Modiry Space �'� Irrigation System(_yes/_no)�RPZ/_PVB) � '� . . Rain sensors required on irrigation systems � � ��CI'T�I�'�jfp� ' . Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that te�ts passed qrior to qickinct ua meter. Domestic:Size&Type� �Y/� Fire: 1 � „ , „„ ,, Avg.GPM High emand devices?_Yes_No Flushometers_Yes_No COMMERC/AL FEES Contract Value$ ��I�� x.01 $55.00 Permit Fee Minimum i _$ �("�(�(� Permit Fee a�i *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 _$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(657)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the a proved plan in the case of work which requires a review and approval of plans X �i�lGtC� �=► �� X Applicant's Printed Name Applicant's Signature �C?R flFFtCE USE; %j �f�f ` y y��, rn ed B � �i�ate�� p1� �' , � ; .; � � � �Req�i�ed Inspec�flns ��i�l�r�rc�und �au�h I �"A r��st��Tsst �a{;, P�t1#Req �r� F Y�s N,o Met�r Related ltenns 11�lete"r S�ze��, i�adi ,� �� y �� .. ...� �� '. �� ° o F��ad=' s��llar��rtt€�ter ;,. S�aff;��:' Page 1 of 3 Use BLUE or BLACK Ink �-- ------- ---, � For Office Use �� I jPermit#: � � City a��a�� ; 3830 Pilot Knob Road � Permit Fee: � Eagan MN 55122 � � Phone:(651)675-5675 � Date Received: � Fax:(651)675-5694 � I � Staff: ��_��_��J 2014 MECHANICAL PERMIT APPLI ATION � i (� Please submit two(2)sets of plans with all commercial applications. ��-�Z- Date: � (�� Site Address: d.J a Q Tenant: Ga �� 0� � � + V , y �. Suite#: � .: � f.. � � R+�51d�Ci'��WCieC ', Name: Phone: � ';%�� Address/City/Zip: ` t Q�,f �,,,^ y �` Name: '�r,JL/► W `� License#: Address:J�Z7u[ � ��``� +W�il�� City: �ii?l1tCc'1�t01` �� , State:�Zip: Phone: ��`��'"�� ,� ,,;', Contact: Email: w ,"� � � / v t ? . Cf *" New Replacement Additional Alteration Demolition �; ' T�[�e,c�f WoCk: ' Description of work: � , � � � � �� ; . � t�0T�6 Ro�f,moun�e�l and gro�un�i m�aun#ed m�char�ical equiprr3e�tt�s r�quired tc�be scre�en,ed by��y" - .,., �� - i. t /�'�/x v = � �.°-r/i f ;; � ! Gode� Please:cpnta+yt�h�:M+�chan�cal lnsp��ts�rfo�t.�t�format��n c�r��aermatteci s�reenin�rne#� r :::.; � � ,,,, ,�,�.,,., -„�,,,, ,� ,�ti RES/DENT/AL COMMERC/AL Furnace �New Construction _Interior Improvement Air Conditioner Install Piping Processed Perm➢t-Type ., — — — Air Exchanger Gas Exterior HVAC Unit _Heat Pump Under/Above ground Tank (_Install/_Remove) �,; ;5 y�, Other RES/DENTIAL 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$l �� x.01 $55.00 Permit Fee Minimum ,�- $70.00 Underground tank installation/removal =$_�7��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$1 million, please call for Surcharge '�� _$ 'S'� TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not art ithout 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 Name ppli rtatur j , � , . �OR 0��U5� � �� ` ` � ��l� ,��. >�. � �equ��ed fnspect�ons �'� � ~°�Revi�wed By � '��'�Date x�, �-�. C3riiierground;,..�Rc�ugh ln ' `Air 7�st ". ` as�ervice Test ' In-fifoor Heat �F.ina�:: H�fAC Sceeen�ng��Fy� ' s t. f � � � � Use BLUE or BLACK Ink --------- � For Office Use j « � Permit#: �� I �� of Ea a� p ��E� � . /� /�� r`�� Permit Fee: vJ v` 3830 Pilot Knob Road � � Eagan MN 55122 MAR Z 1 �Q1� � Date Received: � �f� � � Phone: (651) 675-5675 Fax: (651) 675-5694 j �� j � Staff: I ---------------��,��`Y 2014 COMME��A�L BUILDING PERMIT APPLICATION �,��,�'� Date: 3/18/14 Site Address: .�� Blackhawk Rd. �� TenantName: Eagan Pointe Senior Living (Tenantis: X New/ Existing) Suite#: Former Tenant: %�� Name: Eagan Pointe Senior Living, LLC phone: � � ��Q�� Address/Cit /Zi 1984 Oakdale Ave . / West St . Paul / 55118 ��, � Y P� � ��'��, 2 , Applicant is: Owner X Contractor � % � Description ofwork: Senior Living 4 story wood framed w/ Precast Typ� Qf Wor� r�� .� ,�,�, :, ! Construction Cost: $13, 0 0 0, 0 0 0 . 0 0 r � �: �'� i� - k.✓R�`. ��°� �� `" ' Name: Stonebridge Construction, Inc .License#: ,�� ` ; 15734 Folia e Ave . A le Valle ��,��,��, , Address: g City: I�P Y � C�u-W- 7�3-2bt � 4G2.Z- � �� State: MN Zip: 5 512 4 Phone: 9 5 2 . 4 31 . 5 7 0 0� �XT Z3 O � Mr�rr c.utuE. nlCvmeQgfonebndecoa•rru,Rrrhes..co,�.-. ..�: Contact: Brad Friesz Email: bfriesz@stonebridgecommunities . c m � � ' �, Name: Harriss Architects Registration#: 22603 ` '; ��,��,; Address: �,�� washington Ave . N City: Minneapolis u � ; �tZ •44p•Ztoi � ; �; j, , State: M� '� Zip: 5 5 4 01 Phone: 612 . 9 4 0 . 6 4 2 7 � �� . ��yy ,�� C7Eb� O1+N50 -� Contact P„erson: John Harriss Email:7harriss@harrissarchitects . c m Licensed plumber installing new sewe'r/water service: JBe rd Me chan i cal Phone#: 3 2 0 . 6 5 6 . 0 8 4 7 CITE l��s,�� u�r �r�`�r� �lacut� #ha , �r� �re ca�s�c�+��'� ��i��f�r ��ia�t P�r��ns r�#' �lae 1n�c�rm��ra�r m� �+��.r��l as� �rr�b�`r y �r��ro��d��recr�c r+eas�n� � f c�u��p�'��e�� o � C ..�� , �' •'�.M��Y�iRi��R��i, �,%.�',.��f�..,_l��i�3�4��A��. ... R � "� R '�q E' � � � „ ....�:. .r, . ; ....... „s . :,." , .: ... .. . . . . . . �.....�i. ....._.,. � ,.,:;i .....: :_,_. l 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. vwvw.qopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work whi�qui s a review and approval of plans. X Brad Friesz � Applicant's Printed Name ApplicanYs Signatur ✓' �`4 Page 1 of 3 � i. _ � . ��3 � �I�G�cJ-��k- I�P 'C.�S� ' . � DO NOT WRITE BELOW THIS LINE �_l SUB TYPES Foundation Public Facility Exterior Alteration-Apartments �Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commerciai _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES ✓ New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Exterior Improvement _ Reroof _ Demolish Interior _ Alteration _ Repair _ Windows _ Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Retaining Wall _ Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION � ✓ Valuation 2/T/ A�D �Occupancy ��,f�•�,I•d,A3 MCES System Plan Review ✓ Code Edition 'ZOb? S/K 13G SAC Units (25%_100% `�) Zoning �_ City Water � Census Code Stories � Booster Pump #of Units �53 Square Feet 2O�/'�?� PRV #of Buildings 1 Length Fire Sprinklers � Type of Construction V • � ,,�--� Width REQUIRED INSPECTIONS Footings(New Building) � Sheetrock Footings(Deck) � Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation � Other: �/L� SlOPPAV b � Drain Tile � / Pool: Footings _Air/Gas Tests Final � Roof: Decking _Insulation Ice&Water �Final � Siding:_Stucco Lath Stone Lath Brick Framing Windows Fireplace:_Rough In Air Test Final � Retaining Wall �Insulation � Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: V Yes No Reviewed By: (��ri , Building Inspector Reviewed By: S��' T , Planning COMMERCIAL FEES Base Fee 53,q1G. ?S� Water Quality Surcharge �$1�•rD Water Sampling Fee Plan Review 3Sj 0�S. $9 Water Supply 8�Storage (WAC) MCES SAC P1N/1� Storm Sewer Trunk City SAC PA-1 D Sewer Trunk S�W Permit 8� Surcharge �l� Water Trunk Treatment Plant Pi4�/D Street Lateral Treatment Plant(Irrigation) BZg. a-o Street Park Dedication Water Lateral Trail Dedication Other:� Water Quality TOTA �/, �eq�./� Page 2 of 3 Report Name: Inspection Remarks Inspection Remarks Page: 1 Printed: 1/27/2015City of Eagan Permit: EA125051 Permit Type: Building Site Address: 4232 Blackhawk Rd 12/5/14 Sheathing CN: - Nail off sheathing @ wall sections getween patio doors on the third and forth floor (east elev, north of dining hall) - Sheath the gable end on the north elevation - Cut back all interior walls where the intersect with the exterior sheathing plane and cut back installed sheathing @ least one stud bay and overlap the areas with Densglass sheathing ** Ok to install house wrap (Tyveck) if adequate pictures are provided during the next inspection ** 12/29/14 Partial framing (roof trusses in Area #2 "Phase 1") - There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary. - CORRECTIONS DONE 1/7/15 12/30/14 Partial framing (roof trusses in Area #2 - "Phase 1") - There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary. CORRECTIONS DONE 1/13/15 12/31/14 Partial framing (roof trusses in Area #2 - "Phase 1") - There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC (Area #2 initial truss inspections have been completed). Reinspections for all sections of Area #2 will be necessary. CORRECTIONS DONE 1/13/15 12/31/14 Partial framing (roof trusses on the east side of Area #1 - "Phase 1") - There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary. CORRECTIONS DONE 1/13/15 1/5/15 Partial framing (roof trusses on the west side of area #1 - "Phase 1") - There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary. Contractor will need to install all required diagonal roof truss bracing. CORRECTIONS DONE 1/13/15 1/8/15 Partial framing (elevator shafts) - Shaft framing ok - door opening header trimmers need to be checked for compliance with the relevant structural sheets 1/14/15 Framing corrections CN: - Provied truss fixes for the misaligned trusses @ the roof peak where gusseting is required - Redo framing @ the valley/hip connection between the trash chute & elevator shaft in the west wing (per engineers revised detal) - Continue the Fire Wall assembly through the attic area to the bottom of the roof deck - Install 5/8" type X gyp board to the underside of the roof deck to meet the 4' space required to be fire rated adjacent to the Fire Wall termination. 1/15/15 Framing corrections CN: - Finish framing columns and benches in the billard room (476). - Fix dead space fire blocking in dead space adjacent to room 417. DONE, ML - Fix dead space fire blocking in dead space adjacent to room 419 and fix L8 header @ the 3' X6' window opening DONE, ML - and verify that the single ply girder. NOT DONE - Fix dead space fire blocking in dead space adjacent to room 420 and fix L8 header @ the 3' X 6' window opening. DONE, ML - Add the required trimmers at rough openings on the 2nd and 3rd flloor "elevator shaft A" . DONE ON THIRD FL. ONLY 1/20/15 Framing corrections CN: Unit 301: - Fix firestopping in dead space adjacent to the shower DONE, ML - Add squash blocking to bearing per plan DONE, ML - Draft stop all penetrations thru partitions above ceiling level DONE, ML - Fire stop sprinkler line practice hole thru top plates in corridor DONE, ML Report Name: Inspection Remarks Inspection Remarks Page: 2 Printed: 1/27/2015City of Eagan Permit: EA125051 Permit Type: Building Site Address: 4232 Blackhawk Rd Unit 302: - Firestop penetrations thru top plates adjacent to the magic pack DOEN, ML - Add squash blocking to bearing per plan DONE, ML - Fix span exeeding 24" on center between floor truss that was thrown off layout DONE , ML - Draft stop all penetrations thru partitions above ceiling DONE, ML Unit 303: - Provide engineering fix for missing sheet rock @ shearwall above ceiling --- WAITING--- - Add squash blocking to bearing per plan DONE, ML - Draft stop all penetrations thru partitions above ceiling DONE, ML - Firestop electrical cable and wires on both sides of the corridor between units 303 & 304 DONE, ML Unit 304: - Draft stop all penetrations thru partitions above ceiling DONE, ML - Fix span exeeding 24" on center between floor truss that was thrown off layout DONE , ML Unit 305: - Add nailing plate(s) to broken top plate @ kitchen stubwall DONE, ML - Fix gaps in deadspace near shower DONE, ML - Continue the fire partition assembly (gyp board) thru the dead space on two applicable sides DONE, ML - Install draft stopping DONE, ML - Draft stop all penetrations thru partitions above ceiling DONE, ML - Add squash blocking to bearing per plan DONE, ML Unit 306: - Draft stop all penetrations thru partitions above ceiling DONE CN - Add squash blocking to bearing per plan DONE CN - Fix dead space fire blocking DONECN - Continue the fire partition assembly (gyp board) thru the dead space on two applicable sides NOT DONE - Install draft stopping above ceiling @ partition separating this unit and the card room DONE CN 1/21/15 Framing corrections CN: Unit 374 (toilet room): - Draft stop exhaust fan duct penetration above ceiling DONE CN Unit 373 : - Get truss fix for broken floor truss (bearing end) *WAITING FOR FIX* - Fire stop sprinkler pipe @ top and bottom plates DONE CN - Fire stop practice hole through floor deck above trash enclosure DONE CN Unit 372 (mech. room): - Fire stop penetrations through top plates DONE CN Unit 371: - Complete fire caulking DONE CN Unit 376 (card room): - Provide engineer's judgement concerning the column bracket to beam connection, Two bolts on each bracket are missing *WAITING FOR ENGINEERS JUDGEMENT* 1/21/15 Roof trusses Cn: (completed all truss inspections within "Phase 2") - There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary *SEE CORRECTIONS DATED 1/14/15* 1/22/15 Unit framing CN: Room 360A : - Install draft stopping above fire partition DONE CN 4th fl. elevator lobby: - Add draft stopping above walls common with the adjacent unit 319 DONE CN Unit 319: - Add draft stopping above walls common with the elevator lobby DONE CN - Add squash blocking DONE CN Report Name: Inspection Remarks Inspection Remarks Page: 3 Printed: 1/27/2015City of Eagan Permit: EA125051 Permit Type: Building Site Address: 4232 Blackhawk Rd - Fire caulk elec wire practice holes near bathroom entrance DONE CN - Fire caulk kitchen elec wire penetration thru top plate DONE CN - Infill between off layout floor trusses (28" span) to support floor load above DONE CN Unit 320: - Fire stop elec wire penetration thru top plate @ laundry closet DONE CN - Fire stop 3" practice hole @ fire partition top plate DONE CN - Draft stop penetrations NOT DONE CN - Add squash blocking NOT DONE CN 1/23/15 Unit firestopping ML: - 301-313 ok. 1/26/15 Unit framing CN: Unit 308: - Install draft stopping above ceiling @ unit partition NOT DONE CN - Secure water lines in the kitchen stub wall and shower wall, per manufacturers specs DONE CN Uit 320: - Install (2) L8 headers @ the windows DONE CN - Install L9 header @ the patio door NOT DONE CN - Seal draft stop penetrations in above ceiling draft stopping NOT DONE CN - Rock back side of the corridor and unit separation walls in the dead space NOT DONE CN - Add squash blocking for girder truss above NOT DONE CN � Use BLUE or BLACK Ink ' �- --------i U �--------- I � ��d � For Office Use ��' \ � �� I `�' � I Vl �� `�,� ��,C, i Permit#: ��I � � � Permit Fee: �� 3830 Pilot Knob Road RECcIVEQ i i Eagan MN 55122 � Date Received: j Phone: (651)675-5675 JUN 1 7 10t4 � � Fax:(651)675-5694 � Staff: � � �2'3� !----------------' 2014 FIRE SUPPRESSI SYSTEMS PERMIT APPLICATION* �ate: 6�16/2014 SiteAddress:� �ackhawk Road Eagan, MN 55122 Tenant: Eagan Pointe Senior Living su�te#: r; Name: Eagan Pointe Senior Living LLC phone: ��p�rt�prr�rr� 4226 Blackhawk Road Ea an, MN 55122 �;, Address/City 1 Zip: g Applicant is: Owner X Contractor ' Description ofwork: Design and install NFPA 13 sprinkler system in new senior living facility. Typ+�+�f 1��r1� �-. : Construction Cost: $41 �,�� Estimated Completion Date: Jan�2O�5 � r Name: Security Fire Sprinkler �icense#: C090 � 3308 Southwa Drive St. Cloud �� , �� Address: y City: - ' state: M N Zip: 56301 Phone: 320-656-0847 � �� Calen Schumacher calen sfs rinkler.com : ` Contact: Email: � p FIRE PERMIT TYPE WORK TYPE ►� S rinkler System(#of heads� 2,�� Vl��ew _Addition V Fire Pump ✓tandpipe Alterations _Remodel Other. Other. DESCRIPTION OF WORK: Commercial Residential Educational FEES Contract Va�ue�411 ,�00.00 x.01 $55.00 Permit Fee Minimum _� 4,110.00 Permit Fee ''If contract value is LESS than$10,01 p, Surcharge=$5.00 2�5.5� "*If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 -$ Surcharge* "*"If the project valuation is over$1 million, please call for Surcharge 4315.50 _$ TOTAL FEE 3/4"Displacement Fire Meter-$260.00 =� 260.00 Fire Meter _$4575.50 TOTAL FEE *Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X Calen Schumacher X � � � � Applicant's Printed Name Applicant's Signa e ,� `�`z3� 13i4�.��,�� o� ��v��— - �+��ci� us�. ��RE�31�1�P�CsTtL�1N� ��drQStatic �c�vu�t�arm _�,/ [?�in Test ��ugh In, �`"�'Trip . !f Pump Test Central Station ' ' �Finai �qn�l��nsii�ISsu„�r�c�: ��y� � � * e �@t'1]"!'1�f�t'+�1�1NBG��}{�: ��'. �F°'+' ^':� �r'�fE.': �, f �,. .F.:�.�yiG�� -=��-i� ...� .....�w�.. �.......-.,�� . I I Use BLUE or BLACK Ink �-----------------i r For Office Use I ' � �� 1�� . � Permit#: ij �] I � � �� "'� "`� � Permit Fee: c��'�t �� 3830 Pilot Knob Road � I Eagan MN 55122 � Date Received: � Phone:(651)675-5675 � � Fax:(651)675-5694 � Staff: j ��J 2014 COMMERCIAL FIRE ALARM PERMIT APP�ICATION* Date: �a t��►�( Site Address: �'la3a g(�`�k h°,`�`�� G��.��^ mN S� i2�a Tenant: C_ �n�n� icx' L* : Suite#: � � � �� ;`��.. a �3 �� ' Name: Phone: �; �i�'�� "�'�a'.�s�'sK'��X . ��0��Wn� �°� Address/City/Zip: ��¢��,'�; �� "�` ''��"`�f Applicant is: Owner Contractor w�` ��.,',a.<,� ,��'��;� �# � � � ��: �t *>�"*,�"}��,�� Y�� nS�zs�� - ��,�,�� Description of work: ��re- l�l� �<� � ��'� ��`�� ` Estimated Completion Date: ��" �� Construction Cost: `�'' k <�,��• �.�� ; � �� , ��*�� F '�2 � `JEL�c��c,n License#: �la-ou�S�3 �� Name: ��2,c.1-�'�Z. �� -�� .�;� `�. ��"�'� Address: l+ci'a\ (�c�Co G�. '�rt� Gi .�� 1^� ty: � ��o� r ctot� , �� (�S^ -03 �� r��s�� State: mN Zip: �.�`l�l Phone: 1 -�S� 5� � � � �y� � �x ,�� <,£ ��;��; � :��'�_ ��:Y>� �� Contact: �J�e�r2.. Email: �� ; �� ,� ��'�-��`, `f New Remodel . .�>�°��"�a}'. f�. � �� " — �QX Addition Other. ��4;��'��`�� r��: �� _Alterations DE�CRIPTION OF WORK: _�2ommercial _Residen#ial _Educational FEES Contract Value$ o�.SZ�bu x.01 $55.00 Permit Fee Minimum =g o�S�L�."" 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$0.0005 -$ �'a.Sv Surcharge" "`**If the project valuation is over$1 million, please call for Surcharge _� a��.� TOTAL FEE *Requirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit, but only an application for — a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. i x ��iCV� �� ApplicanYs Printed Name s Si � �� : � �� '�I�s��f� �`` °��`1 �C3�� J u �"'S : ,� �"� ��`� �.� ��' i �� ,��<�� -. �r�,ar. �a� ' , '�� .,-�' "��. .`'" ��.�i.,�`�¢si�,s,"� �,.. � �� $ � � s,.�.r��r�,�_5,;, � � � � Use BLUE or BLACK Ink p �-------------- --� _ ��. � For O�ce Use �� i i ��4� Ol L��11 � 4\, '- i Permit#: I 3830 Pilot Knob Road �,�� ,C i Permit Fee:��6� � Eagan MN 55122 � j Phone:(651)675-5675 � '� � Date Received: � fax:(651)675-5694 � I � � � � Staff:� I �-----------------� 2015 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all�m��cial applications. Date: � '��-1� Site Address:�'�.'� � 1��j1 „C�� ,�tQ Tenant: Pk90F� Pta�h 1'�� [n�lrri/` �1 v t hS Suite#: � ��, �� Name: Phone: ��SIt��I1��W11�C - � �� y�� 4 � y� , : Address/City/Zip: � � � �� " �� Name:��4i�L!�-Tr`P ��!1P0� �'lov� License#: �Ot1# ��Q�� Address:�,�)'��7 1'@i��1 (1�"�' � City: �r l�n 1�l{/v` e�� f '�€ F State: %;-l ''l Zip: S�k�� Phone: �� - ��C%� '�� , � � 4 ��: a�` 'He- :rz" �:y � , r �� ` ��' � ' Contact: � �� '��p T Email: r4 �,; �.New Replacement Additional _Alteration Demolition , . �y�e�f��Work� � Description of work:�� Cra� �!` f P1[.�� rc�r�h�r��f io� �c�' 4��ilL h «�'!°�' � „ � ; r.. . � r f? � ° o� .� NOTE Rbof mounted.and ground�mounted.mecharncal eqai�ment is req��red io be scre�ned by'City ' ; `;,Code ;,Plea'se contact the°�Mechanical'Inspector for�informatio�on:permittet�:screening methods. � ' RESIDENTIAL COMMERCIAL � ��` ,�°� � ; : �� ; �� _Fumace 7'�PJew Construction _Interior Improvement � � �' : � �� .` � , Air Conditioner Install Piping Processed � � ��m��,��e �, � 3 — — — °�� ,�� _Air Exchanger _Gas _E�erior HVAC Unit � �" � �� Heat Pum w� '�� — P UnderlAbove ground Tank (_Instali/_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 COMMERCIALFEES ContractValue$,�5.`�c�` ��'' x.o1 $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal =$ .S.S; ?� _ Permit Fee 'If contract value is LESS than$10,010,Surcharge=$5.00 =$ S c�� Surcharge" **If contract value is GREATER than$10,010,Surcharge=Contract Value x$0.0005 ***If the project valuation is over$1 million,please call for Surcharge =$ �y�.� TQTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and wdes of the City of I 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. �I x ��D �� x � ApplicanYs Printed Name ApplicanYs Signature �, � , � n � � �x� � � FoR o�FrcE�rs� ��, � „ � � �� ,��,� �� , � � � � R@C�UI�@Cj��$p@C�10[IS °� � : e �� @1�I@W@({�;�� s ��«�43 �slt@ * �:��v c ,� � �� rs c�� t � : � a ' ,Undergrounc�� RoughmJn, �� Air'}'est Gas Service Test �� n filao��tea� �Fir��l�; �^ �lUAG SCreening m e _ . .x �r.. ,. 3, .,N .'� �� : N �� I � O � � � A� � � � ' 0 � ' 0 � �� III c . � Performance Data - Low Tempera�ure Models - Hermetic Compressors � � y�, '� �� . .. �� . . - .• - �I � ..- . . - . �• • �' � ' � . � BH*O11L6 CF04K6E ' 7484 � 6624 � 5765 9-090 ' 3293 2536 � .s BH*014L6 CF06K6E I0610 9460..--..._.-.. ..-83A�0- _- �-=6220 - 5?s50�• -4-34-0 .� BH*025L6 CF09K6E 17940 15970 14050 10400 8700 7130 !, �, BH*03IL6 CF12K6E 20793 18889 16931 � 12938 10952 9009 G � � � '' � . .. � � . - . .- - � �. ..- . . . � �' �' � BH*O11L6 CF04K6E 6930 6109 5289 3684 2919 2I96 � BH*014L6 CF06K6E' 9980 88�Q 779Q 5 40. 4810 3 40 �,,� BH*OZSL6 CF09K6E 16870 . 14990 . 1315Q. 9650 8040 6560 � BH*031 CF12K6E 19598 17782 15909 12070 :� � 10152 8268 \, '' �' � . .. i�• � . . - ..- . . - . � � �• � BH*O11L6 CFO4.g6E 637.9 5597 4814 3281 2549 1856 BH*014L6 � CF06K6E 9360 8280� 7230 5270 4370 3550 .� _ BH*OZSL6 CF09g6E� 158I0 14000 I2240 8910 7390 6000 � �BH*031L6 CF12K6E I8410 16681 14892 11206 9354 7530 '� �� i , .. • i' ► . . .- . ..- . . - . i � � i• BII*O11L6 CF04K6E 5288 . 4581 3872 2A�77 1809 n/a BH*014L6 CF06K6E 8130 7110 6130 4310 3500 . 2770 . - BH*�ZSL6 CF09g6E 13680 12050 10440 7440 6080 4850 BH*031L6 - CB12K6E 16056 14500 12875 9490 7770 6061 ��Unit Specifications - Hermetic Compressors � . . . . . . . �} . ..- . i •►'. � �. . . .- . � - . . . . . . ... . BH*OOSH2 A ART82C1 3/8 1/2 . � 6 .i . 23.75 17:25•• : 167 •. � b7 • BH*008H2 A RRG-0100 3/8 ' 1�2 6 �- 2 ' 2835"J;23.75 1725 173 ' ' . 68 . BH*OlOH2 A RS?OCl 3/8 5/8 • 6 ' • 1 28.25 `23:75_ 17.25 1T2 68 BH*O15H2 B CRA-0I50 3/8 5/8 • 10- ' 2 28:?5 37.75� 17.25 223 71 BH*020I32 B QtD=0200 3/8 7/8 10 2 28.25 37.75 17.25 ' 72 BH*029M2 C Q2J-p3pp 12 .•7/8 16 2 28.25 37.75 19.75 246 72 BH*030A2 D CRJ-0300 . 1�2 7/8 22 1 3D.25 ' •42.5 29.75 311 73 BH*040H2 D CRM-040p i/Z i-1/8 22 1 30.25 42.5 29.75 319 73 BH*OSOFl2 D CRN 0500 1/Z i-1/8 22 1. 30.25 42S 29.75 .333 75 � BH*OOSX6 A RS43ClE 3/8 1!L 5.5 1 28.25 23.'75 1'�.25 176 68 'BH*008X6 A RSSSCIE 3/S� 1/2 SS 1 28.25� 23.75 17.25 176 68 BH*009X6 A RS64C1E • 3/8 5/8 SS I 28.25 23.75 17.25 179 68 B�I*OIOX6 A RS7QCIE 3/8 5/8 SS 1 28.25 23.75 17.25 173 68 � BH*015�£6 B CS10K6E 3/8 SB 9 2 28.25 37.'75 17.25 230 71- BH'�020X6 B CS12g6E 3 8 8 2' . 28 25 3 .7 17.25 230 7 BH*0�5X6 B CS14g6E 3/8 7/g 9 2 28.25 37.75 17.25 231 74 BH*030X6 D CS18K6E 1/2 7/8 20 1 30.25 42.5 29.75 314 73 BH*032X6 D CS20g6E 1/2 7!8 20 1 30.25 42.5 29.75 315 76 BH*040X6 ..D •CS27K3E i/2 1-U8 2Q 1 30.25 42.5 29.75 315 73 BH*OSOX6 • D C533B3E 1/2 1-1/8 20 1. 30.25 42.5 29.75 319 73 � BH*O11L6 A CF04g6E .3/g 5/8 5.5 1 28.25 23.75 17.25 166 73 BIi*014L6 A CF06K6E 3/8 5/8 55 . 1 28.25 23.75 1'7.25 197 'I3 . BH*025L6 B CF09BbE 3/8 7/8 9 2 28.25 �7.75 17.25 259 76 - BH*031L6 C CF12g6B 1f2 7/8 14 2 28.25 37.75 19.75 260 77 '=T tor Outdoor,N for Indoor,B for Bohnrnizer,M for Beacon � � +a-=See back page for details t=Eshmated•sound'pressure values are 10 feet from the unit For esttmaUng sound pressure from the unii at different distar►ces,deduct the foilowing frbm the unit values:20 feet,deduct 6 dba....for 40 feet,deduct i2 dba..... .for 80 feet,deduct 18 dba This data is typicai of"h�ea field°condi�flns for horizontal aIr coolad condensing unfts at the outlet of the dEscharge air.The actuai sound measurements may vary dependfng on the condensing unit installation. Factors such as reflecting walis,background noise and mounttng conditions may have a signi8cant influence on thts data. ' • . 8 Peggy Fleck From: Charlie Borash Sent: Thursday, May 14, 2015 2:08 PM To: Peggy Fleck Subject: �4�-2*'Blackhawk Rd ��'3�-. PeggY I just looked up the meter size and a 1" meter should be big enough. Thanks Charlie Borash Field Maintenance Supervisor City of Eagan Utilities Dept. (651)675-5222 cborash@citvofea�an.com � � Uss BLUE or BLACK Ink �� .��—��..��.�� ForOMce We � � Permit#: /3l,�,T i C�t� of Ea�n �y� � PermitFee: �� ` �(,m'� 3880 Pilot Knob Road i Eagan MN 85122 j Dabe Reoeived: ! Phone:{B51�6T5-5675 /�� / j C� � I FaX:{651)675-5B94 �� W ! �/ � / � � s��: _____ � �----------- —� 2095 COMMERGlAL PLUMB[NG PERMIT APPLICATtON � Please submit two{2}sets of plans wilh a!i comrrfercla!sppEicatfons. c�- s�ad��• �� - ��A�.��3At��- ��= � 1� � /r � Tenant� Sufbe#: �,��, i � Name: I�one: ��' �`, ; r � � �• �� Name:_ .� n License#: �C � ��1 �� Address: �� C��ity�� .��w�lt?uL State:��t Zip: .,5 � � M Phone:...�� C`�`' �EmaiL• � �—��'J 1'✓� � #��.� , ��"��'�i - } - �.. !"' _,_,New „�,Replacement _,,,Repa�r ,_Rebuild _Modify Space ,w,Work tn R.O.W. � s ' � ;'�„��,, ,, *�v� R96C1'I�IOA O�WOI I(: � �'��a�'},��;��; . MMERC/AL _,New Co s�nx�ion _Modity Spaoe f r �. ��;��;��°°�„� �rrl�dion SYstem{_Yes/_no}�RPZ i�„PVB) �/+1�yd/� C/G�'`L! ,�.��"��:�:�' ��• Rafn se�s�uired on hriqatldn syate�ns �" 1p�� .� �,�'� • Avg.aPM (2't�bO r�uired un�s smaNer s�e a�by Public Wo�s) � f�l!" '��'�;��'�-��; _Msters Call(6b1}876-66�6 to verity that�passed�r to oicldna u�metec ��6r¢. /_ +��,,�,�„a'� `�,�� ` Domosdc:Sire�Type Firv: 1 .-rtl7ur r . ` ' ,,;��,��.,k Avg.GPM Hieh d�mar�devitws? Y.s,,,_,No Rust�ometers Yes No�� COMMFRClAL FEES Cor�tract Vatue S x.01 t55.00 Permit Fee Minimum =3_fi�l - �[,� Pennit Fee `If conbr�ct value�S I.�SS than$10,010,Surcharge=$5•i� _� Su�rge' '*ff caifirs�ct vatue Is GREATER then 570,010,Suroharse=Cornrad Vatue x$0.0005 `"'If the pro�ed vatuation is over a1 miiGon,pfease call Tor Surcharge =$ TOTAL FEE , Foliowing faos appty wtwn instatling a ne�nr lawn lntgstion sysbem S � Waier Pem�� Co�act ths City�'s Enpineerinp Depactment,(651)875-5646,for roqulrod fes amouMs. 3 Treatrnent PIaM s wat�r s��y�stor�e s ��f� �s��su�a,� =S � � s� TOTAL FEE CJ.(..@�FQRE YQU DI(3. Calt Gopher Stats One Cslt at(669)464-00�2 tor protedbn apxinst underqround ud�Hy damige. 1 i hetaby adcnawfedpe thst this iMormation i�t�mplete and acwrate;that the work witl be in oo�ortnaeoe wltA the ordinaf�Cas aMi codea of tl�e Clty of Eegsn;that I unde�stsad this 1s n�a parm�,but ony an a�pibatlon Ior e perm�, and woik is npt b eiart a tlist the w�ork wili be In e�ccotd the aPP plan in ihe cese of work wh�A t�oquirea a review and approvai ns. x � ��;�� .� . X � Applicant's Printed Name Applicarrt's Sl�nature � ��.:.:�� `��'` �a' o•r � .,[ s .� ,� �9�..� t�ei�.�'"�''t°� '"��'re -�+��3 �'�it'tg'_"�xS��'+S �.'�°? - � �� ,»� � ��. �� a: p , yC�af -�o-,a�?�"��t�,r�}3-�dv�'�s�fr x,��; �.sxs��,E,a�v� . �' • `3.... 9 x .�?a w „��" •'�„i� L.;._�'- - � .�. �'� '/"'��'za1�� f��..�:��e �. � �� R� I'F �. fi�� r� �.�-� �� `",� 43_ +�� '. �'��.�r r,5a �,�� " :��. . � � . - .•�. � .-7!�':!_ �� Y +��' .��,&, ,k s��_,,., .w�... � �d� �' '�t Page 1 oi 3 Pe99Y Fleck � J�� From: Linda Dralle Sent: Friday, May 29, 2015 8:15 AM To: Amy Griffin; Peggy Fleck; Sarah Brandel Cc: Scott Peterson Subject: 4232 Blackhawk Road We have approved a 2"Omni for the irrigation system. Thanks, Linda 1 I 443 Lafayette Road N. ��-� ��- �� (651)284-5005 I St. Paul, Minnesota 55155 � �� 1-800-342-5354 www.dli.mn.gov �� - 6/9/2015 ' APPROVED FOR USE �� Eagan Pointe Senior Living i 4226 Blackhawk Rd EAGAN, MN 55122 RE: HYDRAULIC PASSENG Elevator ID# ELV-1025875 Site: Eagan Pointe Sen' iving Car 1 �a,�,,�'` ckhawk Eagan, MN 551 Dear Sir/Madam: Minnesota Statutes Chapter 326B provides that the Department of Labor and Industry, Construction Codes& Licensing Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. ALL ELEVATOR RELATED EQUIPMENT IS SUBJECT TO ANNUAL RENEWAL OF THE OPERATING PERMIT: It is the owner's responsibility to maintain and keep current with all tests in accordance with the ASME A17.1 and the ASME A17.3. Frequencies for the required tests can be found in Chapter 1307 of the Minnesota State Building Code. Failure to maintain and perform the required tests may result in revocation of the annual operating permit. Operation of an elevator related device without a valid operating permit may result in an issuance of a"stop order"from the department and possible penalty of up to $10,000. For more information see our website at: http://www.dli.mn.gov/CCLD/Elevator.asp Sincerely, CONSTRUCTION CODES & LICENSING ��,<��Q Brad Underdahl State Elevatorinspector c: SCHINDLER ELEVATOR CORPORATION Dale Schoeppner, City of Eagan Building Official This information can be provided to you in alternative formats(Braille,large print or audio). An Equal Opportunity Employer 443 Lafayette Road N. (651)284-5005 A��C�1N�;^t�TA DEP�,RT�IE,NT t�F St. Paul, Minnesota 55155 � �� i�� 1(80 j DIAL-DLI www.dli.mn.gov � TTY: 651 297-4198 �� , CERTIFICATE OF APPROVAL PERMIT TYPE; ELV INSTALL SITE: Eagan Pointe Senior Living Car 1 Address:�� Blackhawk Rd City: Eagan, MN Approval is for permit work performed by SCHINDLER ELEVATOR CORPORATION under permit number ELV1025875, and based upon the requirements set forth in the Minnesota Statutes, Chapter 326B.184 and Minnesota Rule 1307.0035. For new installations,this certificate serves as your Operating Permit for the first year as required by Minnesota Statutes, Chapter 326B.184. If you have questions related to the issuance of this permit call: (651) 284 5071 Department of Labor and Industry Construction Codes and Licensing Div. Elevator Safety Section 443 Lafayette Road N. St. Paul,MN 55155 443 Lafayette Road N. (y�j([y��()TA C��,ARTIVI��`�" C�F (651)284-5005 St. Paul, Minnesota 55155 � �� i�� 1(80 j DIAL-DLI www.dli.mn.gov 1 TTY: 651 297-4198 �`:�. CERTIFICATE OF APPROVAL PERMIT TYPE; ELV INSTALL SITE: gan,.�oi.�-t�e- ' Livi Car 2 Address� Blackhawk Rd City: Eagan, MN Approval is for permit work performed by SCHINDLER ELEVATOR CORPORATION under permit number ELV1502-00036, and based upon the requirements set forth in the Minnesota Statutes, Chapter 326B.184 and Minnesota Rule 1307.0035. For new installations,this certificate serves as your Operating Permit for the first year as required by Minnesota Statutes, Chapter 326B.184. If you have questions related to the issuance of this permit call: (651) 284 5071 Department of Labor and Industry Construction Codes and Licensing Div. Elevator Safety Section 443 Lafayette Road N. St. Paul,MN 55155 443 Lafayette Road N. (651)284-5005 �� MI�1[�IESC?TA DEFART11+l�1'�IT C��' � St. Paul, Minnesota 55155 �� l�r�� 1-800-342-5354 I www.dli.mn.gov �� ' 6/9/2015 APPROVED FOR USE Eagan Pointe Senior Living 4226 Blackhawk Rd EAGAN,MN 55122 RE: PERMIT# ELV1502-00036 � Project: Elevator installatio Car 2 Location: Eagan,MN 55122 Address: _ Blackhawk Rd _.__ Dear Sir/Madam: Minnesota Statutes Chapter 326B provides that the Department of Labor and Industry,Construction Codes&Licensing Unit,Elevator Safety Section,inspect and approve elevators and manlifts(endless beltlifts)before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1,Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. � � ALL ELEVATOR RELATED EQUIPMENT IS SUBJECT TO ANNLJAL RENEWAL OF THE OPERATING PERMIT: It is the owner's responsibility to maintain and keep current with all tests in accordance with the ASME A17.1 and the ASME A17.3.Frequencies for the required tests can be found in Chapter 1307 of the Minnesota State Building Code.Failure to maintain and perform the required tests may result in revocation of the annual operating permit.Operation of an elevator related device without a valid operating permit may result in an issuance of a"stop order"from the department and possible penalty of up to$10,000.For more information see our website at:http://www.dli.mn.gov/CCLD/Elevator.asp Sincerely, CONSTRUCTION CODES &LICENSING ��'��.��? Brad Underdahl State Elevator Inspector c: SCHINDLER ELEVATOR CORPORATION Dale Schoeppner, City of Eagan Building Official E1FormCE2 This information can be provided to you in alternative forrnats(Braille;large print or audio). An Equal Opportunity Employer � �.! r � � .� Z.� Z- � �� C �� , Test and Balance Re orts Eagan Point Senior Living Eagan, M N J-Berd No. 13-1561 0 � �� ' �� nne�chanic�l cvr��ra�tors Inc. -- ..__..�' � � Complete Design Build Plumbing & Heating Contractors Serving the entire upper Midwest 3308 Southway Drive Saint Cloud, MN 56301 Phone: 320-656-0847 Fax: 320-656-0312 info@j-berd.com ► � � �� Vlechanical ContractQrs, lnc. *-� saoa soutnw�y c�r�ve St.Ctoud,MW 5$3+�i Ph�ri�:32Q-5�6•084T Fax:��Q-6�6-ta3�2 AIR OUTLET TEST REPORT-SUPPLY Project: Eagan Point Senior �iving Location: Eagan MN J-Berd Job #: 1561 AREA SERVED OUTLET DESIGN FINAL REMARKS NO. TYPE SIZE CFM VEL CFM VEL MUA 2 161 Kitchen 1 802 854 2 802 786 3 802 834 4 802 768 Kitchen Hood 1 2040 1838 Totals 5248 5080 Remarks: Test perFormed by: CB ❑ 1 � ��E�� r� M�e��r�ic�l Corrtr��t�r�s, tnc. '`-�` 33as Sou#Mway[tr�ve S2.�loud,AAN 56�0� F'hesn�;320-f+5G-QA-0� FaX:3�0-8E6-b��2' AIR OUTLET TEST REPORT-SUPPLY Project: Eagan Point Senior Living Location: Eagan MN J-Berd Job #: 1561 OUTLET DESIGN FINAL AREA SERVED NO. TYPE S�zE cFnn vE� cFnn vE� REMARKS F20 476 Billiards 1 200 202 2 200 206 3 200 180 4 200 184 5 200 167 6 200 164 475 Corridor 1 200 208 2 200 218 Totals 1600 1529 Remarks Test perFormed by: CB � � �, � �� 1k��chanic��'c�ntr��tors, trrc. , H `�~' 33[i$S�uth^a�+�y Driv� SE.�It�t�dy�W 5630i Ftl6tt�;320�d'i�-4847 Eax:32d-656-031� AIR OUTLET TEST REPORT-SUPPLY Project: Eagan Point Senior Living Location: Eagan MN J-Berd Job #: 1561 AREA SERVED OUTLET DESIGN FINAL REMARKS NO. TYPE SIZE CFM VEL CFM VEL F3 160 Corridor 1 200 �$2 2 200 179 164 Lounge 1 200 174 2 200 178 3 200 200 169 E. Lobby 1 200 189 152 Lobby 1 200 174 2 200 203 Totals 1600 1479 Remarks: Test performed by: CB � � E R�"! �.�� Mech�n�c�lCt�ntr��f�7�f�n�. ''�'" 33�8 Sttu#ttw�y Dr3ve St.�Ioud�MN 5�301 Phan�:��0-666�847 ��x;328-fi56-0S12 AIR OUTLET TEST REPORT-RETURN Project: Eagan Point Senior Living Location: Eagan Mn J-Berd Job #: 1561 OUTLET DESIGN FINAL AREA SERVED No. TYPE SIZE cFM vE� cFM vE� REMARKS F10 256 Theater 1660 1709 Fresh Air 330 Remarks: Test perFormed by: CB ■ ❑ � �� Mech�ni�a!�ontract4rs, ln�. `-' ��08 S�uthway Dcive St:Glt�ud�M�5�3d1 Phen�:32��658-0847 Fax;s2a-sss-il312 AIR OUTLET TEST REPORT-RETURN Project: Eagan Point Senior Living Location: Eagan MN J-Berd Job #: 1561 AREA SERVED OUTLET DESIGN FINAL REMARKS NO. TYPE SIZE CFM VEL CFM VEL F20 476 Billiards 1325 �27$ Fresh Air 2�5 Remarks: Test perFormed by: CB ■ - , a � � J �]�i1�`�`D �1�� J!�'echanica!��r�tractc�rs, inc�_ `-'' 3308 Southway[}rit+� St.Gloud,M�*v6391 Phvn�:�ZO-558-tI847 �,�x:�2a.�s-o��2 AIR OUTLET TEST REPORT-RETURN Project: Eagan Point Senior Living Location: Eagan MN J-Berd Job #: 1561 OUTLET DESIGN FINAL AREA SERVED NO. TYPE S�zE cFM vE� cFM vE� REMARKS F14 281 Day Room 1715 1682 Fresh Air 10" 275 Totals 1990 II Remarks: Test performed by: CB . �l 0� �� e�i0 t � y � TO: Scott Peterson, Building Inspections # 32 �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 ✓,�ric Macbeth, Maintenance S�F�L, Fcv�v�� ;wyE-,�ra ✓Gregg Hove, Maintenance Lt. Mike Fineran, Police �--�/k'i,�o FROM: "".�!��, Senior Building Inspector DATE: March 25, 2014 i RE: Plan Review For: Eagan Pointe Senior Living I 4232 Blackhawk Rd Lot 2, Block 1 Eagan Pointe Senior Living 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 �� e�o � � TO: Scott Peterson, Building Inspections # 32 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: '� �ee-�e�n e, Senior ilding Inspector DATE: Mar , 14 RE: Plan Review For: Eagan Pointe Senior Living 4232 Blackhawk Rd Lot 2, Block 1 Eagan Pointe Senior Living 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: N�� 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 ��_ 'c� Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Clt of �� a� �e�o � � TO: Scott Peterson, Building Inspections # 32 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 G�14-tiG FROM: ��«�„`e, Senior Building Inspector DATE: March 25, 2014 RE: Plan Review For: Eagan Pointe Senior �iving 4232 Blackhawk Rd Lot 2, Block 1 Eagan Pointe Senior Living 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: S�P��A?�- ��f/r�t�/' 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 ❑ ❑ No PRV Req � d . "/ �� Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Cit of �a a� �e�o Y � TO: Scott Peterson, Building Inspections # 32 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 ��h-�� FROM: Iblii�-L--�, Senior Building Inspector ', DATE: March 25, 2014 RE: Plan Review For: Eagan Pointe Senior Living 4232 Blackhawk Rd Lot 2, Block 1 Eagan Pointe Senior Living 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: � o�s v�`-� �� r� G� c��,-�= � s i . �(� I - �� ,� � � � ►�D �:J V° �� j>"�� ;_.� Indicate below any fees that are to be collected with the building permit Amount �� ❑ Yes L�No Landscape Security Required Zoning: ❑ Yes �7` No Water Quality Dedication Meter Size: ❑ Yes �o Park Dedication ❑ Yes o Trail Dedication Yes ❑ No Tree Dedication Yes o PRV Re uired _ D�� Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters . � -_, e� f t� V�`� �'_ r`'� c.�n �t�� c�., — �U1,i1�--� b��--�°�--. —�c� � � �� l.c�s�-o ��--�-�� t� ��=� � � � � c� p — 3 01, � . �-1 ��` ,��',��— � �-�`.��``� �---�/� � � �� r I �� "J ( � � �� -� , �� ,�„� � .�.��, � �,�� f � m. F P ��.�....��r�., �9�'� � C'� �Z'"1"� :�{�� +�� , - g . .. � .,n,,., w"M J 9, . . �g M`� '..� g � � ; �� Y �- - � �� k � � � � ° ��..,� �; �,. �� ` �. � 4� � � � 4 ixP �,�Y p t�,\ .r"r .Fi a f�*��,� ��' f"� ,w� ��} � � d ��."� ,. � �'.� � ,_...f�,-�) r f f � F��. . . . � f,� 'i.j . f/ . . . . j r��.,..��3� / . / ; a+....//... � . . «"" ..,. /�s' ... f � ...� w.,•` ��: i ` t �l 0 � �Il �e�0 t f � � � TO: Scott Peterson, Building Inspections # 32 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: �-tence, Senior Building Inspector DATE: March 25, 2014 ',, RE: Plan Review For: Eagan Pointe Senior Living � 4232 Blackhawk Rd Lot 2, Block 1 Eagan Pointe Senior Living The plans are in our plan review section for your review and comment. Please return this form to my attention with your si.gned 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: �'i�...3,,�� ,., �� , �<. . �- _ 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 I� N PRV Required - �� Signature � Date'� G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters ' � . �, Craig Novacryk From: Mike Lence Sent: Thursday, April 24, 2014 12:31 PM To: Craig Novaczyk Subject: FW: Eagan Pointe Senior Living Building Permit - Civil Plan Comments Attachments: Sheet 4.1.JPG; Sheet 3.l.JPG From: Aaron Nelson Sent: Thursday, April 24, 2014 9:41 AM To: 'jgcooper@jrhinc.com' Cc: 'Jodie Scheidt(jscheidt jrhinc.com)'; Sarah Thomas; Mike Lence; 'johnmyhre@globeuniversity.edu' Subject: Eagan Pointe Senior Living Building Permit - Civil Plan Comments Mr. Cooper, The City of Eagan Public Works has completed a review of the Civil Plans for the above-referenced building permit,and offer the attached comments for revision and re-submittal. Our comments include very minor changes from the past plans you provided. Please make the following revisions and submit six(6)full size sets of the revised CIVIL plan sheets for incorporation into the building permit. Please let me know if you have any questions. Sheet 3.1—Final Utility Plan 1. Square off the pavement removals on Blackhawk Road and extend the southerly one to the west curb line. The northerly one can be shown to the centerline of Blackhawk Road. 2. Re-align the water main near the building as shown to provide more clearance from the parallel sanitary sewer line. Sheet 4.1—Final Paving&Dimension Plan 1. Add a concrete valley gutter at the intersection with Blackhawk Road. 2. Change the 6' Bituminous Sidewalk to either a 6' Concrete Sidewalk, or an 8' Bituminous Trail. Sheet 6.1—Details 1. Add Standard Detail Plate No. 520(concrete valley gutter) Aaron Nelson � Assistant City Engineer � City of Eagan City Hall�3830 Pilot Knob Road�Eagan,MN 55122�651-675-5635�651-675-5694(Fax)�anelson(c�citvofeaaan.com ��#�'�`j �lll THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. 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Jj"�� /�;;;�i'\ P , �. /� `�, . .;�� /' � ,j;��' ,� / ,j�.,', '�� \'• / � � '',%� ;% � � ��., /;�\ �V /�'� ,% �° � � � °� '�\ ',/ �\ /� �`�� T .�,� �� / � ✓ 4 b ��/ � / � � \�� c� �' � � � � a _� t ,� • . . ► �,. � � ry Clt of �a a� �e�o � � TO: Scott Peterson, Building Inspections # 32 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: Mike Lence, Senior Building Inspector DATE: March 25, 2014 RE: Plan Review For: Eagan Pointe Senior Living � 4232 Blackhawk Rd Lot 2, Block 1 Eagan Pointe Senior Living 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: ��f� /r'��'!d 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 Jpp.�-v ii ❑ Yes N PRV Required ' �� t� �`�� Signatur Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters r � ' � � y �� , � � } t t Craig Novaczyk From: Gregg Hove Sent: Tuesday,June 24, 2014 3:13 PM To: Craig Novaczyk Cc: Sarah Thomas Subject: Eagan Pointe South Senior Living Craig, Following receipt of a revised Tree Mitigation Plan from the applicant, required tree preservation mitigation is being fulfilled on site with the installation of 57 category A trees.Therefore, at this time there is no cash dedication required for Eagan Pointe South. Gregg Hove I Gregg Hove � Supervisor of Forestry � City of Eagan Maintenance Facility�3501 Coachman Point�Eagan,MN 55122�651-675-5300�651-675- �� 5360(Fax)�ghoveCa�citvofeaqan.com � THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL ANDlOR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 ' � Date: Agenda Item: Action � Cityof Eagan Information Parks and Recreation MEMO Attachments AGENDA ITEM: EAGAN POINTE SENIOR LIVING TO: ADVISORY PARKS COMMISSION PREPARED BY: Gregg Hove Preparation Date: June 11,2013 Reviewed By: [Click and enter text] ITEM OVERVIEW: [Click and enter text] BACKGROUND/HISTORY: This development application's tree preservation will be considered on a single-lot, single-phase, multiple-unit residential type of application. Per the City of Eagan Tree Preservation Ordinance allowable tree removal for this type of development proposal is set at 30%. ANALYSIS: TREE PRESERVATION A tree inventory submitted with this application indicates there are 160 significant trees currently existing on site. According to plan submittal, significant tree impacts will result in the removal of 108 significant trees (67.5% of the total). Because the proposed removal of significant trees removal is more than allowable there is required tree mitigation. Tree mitigation for this application as proposed calculates to one- hundred fifty-four(154) Category B trees (or an equivalent combination of Category A and/or C trees). The applicant has submitted a Tree Mitigation Plan that indicates the installment of fifty- seven(57) category B trees as partial fulfillment of Tree Mitigation requirements. DISCUSSION/EVALUATION: ALTERNATIVES FOR COMMISSION CONSIDERATION: 1. The applicant shall submit a revised Tree mitigation Plan that provides complete fulfillment of Tree Mitigation requirements through: a. the installation of fifty-seven (57) category B trees plus, b. an additional ninety-seven(97) Category B trees (or an equivalent number of Category A, B, or C trees) or through a cash dedication of$29,100.00 as fulfillment of Tree Preservation requirements. 2. The applicant shall protect the preserved individual tree's critical root zones through the placement of required Tree Protective measures (i.e. orange colored silt fence or 4 foot polyethylene laminate safety netting),to be installed at the Drip Line or at the perimeter of the Critical Root Zone, whichever is greater, of significant trees/woodlands to be preserved on-site. 3. The applicant shall contact the City Forestry Division and set up a pre- construction site inspection at least five days prior to the issuance of the grading permit to ensure compliance with the approved Tree Preservation Plan and placement of the Tree Protection Fencing. Craig Novaczyk From: Gregg Hove Sent: Wednesday, May 21, 2014 6:50 AM To: Craig Novaczyk Subject: RE: Plan Review Form for Eagan Pointe Senior Living Attachments: June-APrC - Eagan Pointe Senior Living - 5-21-14.docx Craig, See the attached memo for Eagan Pointe Senior Living tree preservation requirements.This was the memo that was included in the commission packet in 2013.The required tree mitigation was then set at 154 Category B trees.They submitted a tree preservation plan that had 57 trees being installed to go towards this tree mitigation requirement, leaving an unmet balance of 97 trees or a cash dedication. I have not seen a revised tree mitigation plan adding the needed 97 trees so a cash dedication will be applied.That cash dedication calculates to$29,100.00($300 per each category B tree not supplied). Gregg From: Craig Novaczyk Sent: Wednesday, May 21, 2014 6:39 AM To: Gregg Hove Subject: RE: Plan Review Form for Eagan Pointe Senior Living Good morning Gregg, The footing and foundation permit has been issued.Typically all of the fees associated with the permit are collected with initial permit application. However,the Building permit application (above ground portion) has yet to be issued. I see no reason that the tree dedication couldn't be added to the building permit application fees. Please send me your official memo (for the record)with the cash amount needed, and I will collect it with the second permit application. From: Gregg Hove Sent: Friday, May 16, 2014 1:37 PM To: Craig Novaczyk Subject: FW: Plan Review Form for Eagan Pointe Senior Living Craig, Has the building permit for Eagan Pointe Senior Living building permit form (for dedication amounts) been processed yet?The reason I ask is that there should have been a tree dedication amount attached to that permit.They are installing 57 trees and the balance of their required mitigation is a cash amount of$29,100.00. Please let me know where this is at (see email trail below). Thanks, G regg 1 � � ' From: Mike Lence Sent: Friday, May 16, 2014 1:29 PM To: Gregg Hove Cc: Craig Novaczyk Subject: RE: Plan Review Form for Eagan Pointe Senior Living G regg, You signed and returned it March 25th with no comments. Sorry about the delayed response,tracking email is getting crazy with the new outlet mall. Craig Novacyzk is doing the review, I just got things going with the routing letter. Further corres ondence for Ea an Pointe should be sent Crai 's wa . p g g Y I will have another blank copy sent to you. Thanks, Mike From: Gregg Hove Sent: Thursday, May 08, 2014 4:02 PM To: Mike Lence Cc: Sarah Thomas Subject: Plan Review Form for Eagan Pointe Senior Living Mike, Has your form for the Eagan Pointe Senior Living site been routed around yet? I haven't seen it and that application has a relatively large Tree Dedication fee to be collected with the building permit. Can you get me a form for this application? Thanks, G regg Gregg Hove � Supervisor of Forestry� City of Eagan Maintenance Facility�3501 Coachman Point�Eagan,MN 55122�651-675-5300�651-675- 5360(Fax)�ghove(c�citvofeapan.com �� , THIS COMMUNICATION MAY CONTAW CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 2 Clt o� �a a� �e�o � � TO: Scott Peterson, Building Inspections # 35 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 Po�ce� C _-p-.. _____.___--�� FROM: , Senior Building Inspector � l DATE: T� C��G' ��/ RE: Plan Review For: Footing 8� Foundation Eagan Pointe Senior Living 4226 Blackhawk Rd Lot 2, Block 1 Eagan Pointe Senior Living 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 �Nater Quality Dedication Meter Size: ❑ Yes No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ es ❑ No PRV Re �ired �� - ��j� �,� Signatu Date ' G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Craig Novacryk From: Jeffrey Pierce <jpierce@stonebridgecommunities.com> Sent: Wednesday,July 22, 2015 9:06 AM To: Craig Novaczyk Craig Wolf Construction has gone through every deck checking each hanger and replaced any non galvanized nail with approved double hot dipped galvanized nails.The nails used are the the nails Carlson systems spec for this installation. Aron Zadean was out and met with both Matt Clement with Wolf and myself and is satisfied with replacement and nails used.Thank you Jeff Pierce Superintendent Ce116123632503 STONEBRIDGE Apple Valley, MN.55124 ipierce@stonebrid�ecommunities.com AA/EOE 1 . � GENUINE . � , � � INTERCHANGE BRANDS, LLC CONSTRUCTION SUPPLIES Per your request, I have noted our Galvanizing specs for Hot Dip Galvanized products below for your use. Hot Dip Galvanized: Our Hot Dip Galvanized "Hot Nails" are manufactured to meet or exceed the requirements of ASTM designation A641/A641 —97, Class 1 zinc coating under S 1.2 which is the requirement as designated in ASTM F1667—97, Standard Specification for Driven Fasteners: Nails, Spikes, and Staples. In fact, "Hot Nails" are manufactured to 1 oz./sq.ft. specification which is over double the zinc coating weight called for on a Class 1. This is also the zinc weight requirement of ASTM A153. Regards, Gary Leaders Global Procurement Specialist REVIEWED � � � Date: b � � r 5 Eagan Building Inspectfons Divlsion INTERCHANGE BRANDS, LLC 8958 J Street Omaha, NE 68127 Phone: 402 331-4426 Fax: 402 331-4689 1-800-458-6635 www.interchanqebrands.com � C - O I O w N II� ''�.., � � � � � e i o '�� " o o � 8 i E ��. 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I � '� p ' I W �N r � .• ,. � ' � �,., � � W � � O � � �J V L i i, � i � I � �� ui �j Z � I I Z y� _ � C � o i O ; O � � � i W z v, �L �j � C� i a l � ai `� � `� m � � V r d c p �I ° ' � �a = � I -a a � �' �° � Z ' � i ° v � ' �' ' N � I > I o� ' � � � � � z I � i � INTERCHA�G� w : _ GENUINE fnterchange 8rands fasfeners are unconditionatty guoranteed �;,: � � with a"no questions asked"replacement of any lnternc�tnge '" fastenen that prove ro be incompatl6le for the tvol they are CO�PUE'$7O", designed to fit or prove to be defective. a��:: GENUINE Some hrsteners are now � � * y r � �?�`�� avalfabJe in industrial �,,;�: ��,,,� ��+�� grade for rreore demcndrng � .� ��PPLIES N �7 applkation� �- � ��. ,.-'� ��,�� ' �r, ` Contactyourinterchonge �� g�r �- � > �;� '�` � 8randsReprese»tadvelor �;�� " � for Your toughes#�abs! �o.eFn�orr�arton. _. - � �,.,. � � � : LF i p ^-;.—e .k-ns_xv+-w-.«�«.. n. +�-z+n+rttxvrrv+r� ..a... _ _ � M1� _ � � .«�$�'�,'� R -•,, Fasteners and C�rrc�sion The performance of fasteners in wood is primarity determined by three factors: •the fastener metal and any coating; •chemical composition of the wood; •and the emironment they live in. Gaivanizing adds rust resistance to carbon steel.Galvanized fasteners and many wuods work weli togetfier outdoors.Satt air, high humitfity and industrial air pollution may eventually cause a breakdown of ihe zinc to a{low rust arrd bleeding. Some waods contain chemicais that react witii certain metals to produce a chemical precipitate.Redwood and cedar contain tannin which reacts with zinc galvanizing producing brown to black stains.The naturai acid'+ry of some woods can cause metal deterioration.The chemical tom�sosition of woods may change with the addition of chemical preservatives and fire retardants which contain salts that can destroy certain fasteners. Common sense and experience wili dictate the proper fastener in most applications.ReaNy tough conditlons may cail for aluminum or stainless steel fasteners.Special,unusual or untried applications may require consuitation wi#h your lumber dealer.local or national building associates,wood praduct manufatturers ar enginee�s at your insurance company may provide good information at no cost. Hot Qipped Galvanized Naiis Interchange Brands hot dipped gatvan'szed PT and PTOR nails meet the requirements of the i99t IC60 Uniform Building Code(UBC?s#andards for power driven nails as specified in Table 25-7 7 T in Part IV.Furthermore,they exceed ASTM A641-41, Class i!specfications for coatir�g weight,which calfs for a.S ounce/ftj. Interthange hot dipped galvanized nail specification talts for a minimum tliicicness of 1.0 ounce/ft�,doubling Class II specificatians,exceeding ASTM A641-91,Class 1i1. R��.Ot�C�81�5 �� Interthange 8rands 1�ed�.ock red coating fastenen have increased withdrawal values and are testec!to exceed mast standard coating holding power�y at least 4D%. ��'� �� r .., • ., . •, •, On January 1,2DC31F,govemment mandates went into effect that tolerate this corrosive environment have been confusing, requiring companies engaged in pressure-treating lumber as a coMradictory and latking tonsensus for the most part. form of preservative to cease using chemical compounds that Until more is understood about Lhe effecis of the various contain arsenic.Chromaied Copper Arsenic,or CCA,was the formutations on the market with metallic abjeds in general and most common compaund used in the market and its use will fasteners in partitular,Interchange Brands',LLC recommends nearly cease as a result. the use of stainless steel as the basis material for fastener�used In response to this mandate,severa!formulations have been in pressure-treated Iumber.The peace ot mind afforded by and will be hitting the market.While they aH will conform to using stainless steel far outweighs ihe cost in what is currentiy the new government standards for toxicity,almost aA of therri an uncertain s'stuatior�.Fastener faiMures ca�sed by accelerated will be extremeiy corrosive to any form af inetal that comes in corrosion in the applications where preserved iumber is used tontact with wood preserved with them.This includes fasten- could have significant consequences that can be avoided by ers,freming hardware,strapping and any other metaltic objeds� using steinless steel. Testing to determine proper recommendations for products Mot afl tooh referenced in fhis callog uccept the fu!!rnnge of tastener sizes.Some of the Lools shown may be older versions of tunent toots and are no longer avaitable for sale.The older models ore lisied co help our custamers rdentity ihe iasteners their older tools may shoat We tecommend that you refer to your too/'s operators manua(ior the fasterrer specifications and size information for your�ool. 18 �rvva�cE Carison Systems, LLC 10840 FiARNEY STREET Date: 12l�9h4 Page: 1 �MAHA.NE 68154 Mail To: 15014538 Invoice Number: N1110006573 Customer Nurnber; � S Wotf Constructian Co�any S Wo1f Construction Company Q 7 ATiN: ACGOUFiTS PAYABLE H T ATTN: ACCOUNTS PAYABLE L � 2202 WOIF WAY I 0 2202 uOLF WAY D WES7 DES MOINES IA 50265 P NEST DES MOINES IA 50265 ---� �RDER N0. ORDER DATE CUSTDMER P.O. N0. MEMO ht[10005541 12/1S/i4 EAgah Senior Matt P[CK SL1P NO� BHIP DATE SHFP fRON SN[P VtA PPD/COLC TERMS DUE DA�E M11000554107 12/1$/14 Eagan acct mgr deliver Prepaid 15 Days NEi 01/03/15 IiEM 4ESCRIPTIOH UkiT SHtPPED BACKORDERED NET ?R3CE EX7ENOED PR10E PfJH04D148-NDG Joist Hanger carton 75 � � � 406G93 Nait 7-1/2in x.i4H HpG Smooth _. . _.:;c __._... SAIES REPRESENTATIVE: Aaron 2dan Total Extended � OIRECT INOUtRIES T0: Phone:651-b88-0077 1279 TRAPP RflAD SUITE 140 Sales Tax Fax:6S1-6$8-bb22 EAGAN, h1N 55121 FOT0.L � �� f (,i�i Li .Ji✓'!� ( � � Return This Bottom Portion ldith Payment. Garlson Systems, LLG '' � 41atf Construction Company � � � Customer Number and Name Invoice Nu�er Inwoice Amount Rmount Enclosed REMIT T0: CARISON SYSTEMS, LLC P.O. BOX 303b OMAHA, HE 68903-0036 r� ReportName: Cl� Of Eagari Printed: 7/21/2015 Inspection Remarks Page: 1 Inspection Remarks Permit: EA125051 Permit Type: Building Site Address: 4232 Blackhawk Rd **For ALL previous remarks,please go to G drive:Building Inspections�Building Inspection Issues�2015�Eagan Pointe Senior Living.** 3/23/15 Framing corrections ML: -Add blocking under beam carrying roof vaulted trusses east side dining.DONE,ML -Add nut and tighten another on west side hold downs.Check bolt positioning in hold downs.DONE,ML -Add nail plate and firecaulk to plmg vent pipe in dining room.DONE,ML -Fasten all LVL's per manufacturer's specs.DONE CN -Add full bearing of roof truss on beams throughout dining area(truss design sign of�DONE,ML(letter from truss engineer) 3/26/15 Firestopping and Sheetrock CN: -Firestop I beam and bracket membrane penetrations in elevator"A"& "B"shaft enclosures(2 hr shaft) -Grease shaft rock completed except where shaft support brackets are to be installed(contractor to provide photos or call for inspection when completed)-SEE REMARKS BELOW,DATED 4/10/15 3/27/15 Insulation and framing CN: -Front entry vestibule framing and insulation not ready 3/30/15 Private Dining room area framing CN: -Private dining rm(#163)elec,r/i not completed-DONE CN -All shear walls need to be inspected in the private dining room-DONE CN -Replace missing truss bracing-DONE CN -Firestop two romex wire penetrations thru top plate-DONE CN 4/1/15 Framing CN: -Wrong holdowns were installed @ kitchen shearwall HDU 8's were installed,HDU 11's are required.DONE CN 4/7/15 Sheetrock CN: - 1 st floor,Phase II unit dead spaces:All dead spaces with exception to units 128, 129, 130, 139,& 140 have been inspected. DONE CN 4/10/15 Framing and sheetrock of the 2hr rated grease&make-up air sha8s CN: **Propose a detail by the architect and engineer of record for an alternate method of design that will meet the code requirements for the two hour shaft construction and rating.**(Listed assembly-GA FILE NO.WP 4136) ISSUES NOTED on 4/10/15: -DONE CN -Gyp board missing. -Gyp board fasteners missing per rated assembly.DONE CN -Gyp board seams not staggered on the overlapped per rated assembly(16"per rated assembly).DONE CN -Face layer of Gyp board not fire taped.per rated assembly.(reference"note 6"of the explanatory notes-Gyp Manual)DONE CN -Bearing studs cut in corridor wall(carrying floor load above).FIX DONE CN **Alternate method of design reviewed and accepted in concept.Inspections to follow.Details will be within the plan file. ** INSPECTIONS COMPLETED 5/7/15 CN 4/22/15 Entrance canopy framing CN: -Repair broken column footing(3rd column from the entrance door)DONE ML -Add T bracing to truss webs @ LR11&LRG10 trusses @ drive thru canopy DONE CN -Add missing jack rafters @ all four corners-from hip ridges to beams-DONE CN 5/27/15 Partial Final C/O-Phase 1 units on 3rd and 4th levels(checked smoke detection,electrical finals,&sprinkler coverages ' only). � -Unit 301:Missing sprinkler coverage in the kitchen area-DONE ' -Unit 306:Inter connected smoke detecor in sleeping room not functioning-DONE �I ' i, . . . . . . . Report Name: Printed: 7/2 U2015 Inspection Remarks Clty Of Eagan Page: 2 Inspection Remarks � Permit: EA125051 I� I Permit Type: Building , Site Address: 4232 Blackhawk Rd I -Unit 308:C/O detector more than 10'from one of the bedrooms I! -Unit 408:GO detector more than 10'from one of the bedrooms-DONE ' **Other noted issues** ' -Some of the double corridor door openings do not meet the minimun 6'-8"requirement-N/A ', -Need to check AFF dimensions for window fall protection requirements(reference Minnesota Rules Parts 1303.2300 to ' 1300.2320).-DONE ', -Some of the exit signs in the corridors are obscured by ceiling lights(need to be moved)-DONE I 5/28/15 Partial Final C/O-Phase 1 units on lst and 2nd levels(checked smoke detection,electrical fmals&sprinkler coverages �� only). �� -Unit 201: Sprinkler head(s)need trim pieces I -Unit 202:Bedroom smoke detector not functioning ', -Unit 101:Missing a bedroom smoke detector • ' -Units:102,202,302,402 U shaped kitchens do not meet the 60"clearance required for Type B units ', -Units: 107,207,307,407 U shapled kitchens do not meet the 60"clearance required for Type B units , **Other noted issues** '� -Some of the double corridor door openings do not meet the minimun 6'-8"requirement , -Need to check AFF dimensions for window fall protection requirements(reference Minnesota Rules Parts 1303.2300 to �I 1300.2320). -Some of the exit signs in the corridors are obscured by ceiling lights(need to be moved) 6/9/15 Partial fmal c/o inspection CN: -Add stair guards and handrailings @ phase 2 attic access stair -Firestop I beam penetrations on the interior side of the rated trash room 003 walls i -Verify fusible links @ slid'mg trash chute termination doors(both trash termination rooms) 'i -Fire stop sprink pipe penetration @ stair enclosure"E"garage level(garage side of wall) II -Fire stop sprink pipe penetration @ stair enclosure"C"garage level(stair encl.side) -Need to inspect smoke gasketing @ all rated doors in garage level -Need access to elevator"B"equipment room for inspection 6/10/15 Partial final c/o inspection CN: -Complete a1104 units in phase 1 (lst to 4th floors) -Install Area of Refuge corridor identification signage -Install all stair enclosure door glazing -Stiffen deck guardrail in unit 420 -Provide required water closet clear floor space in the public use accessible toilet rooms(all levels,both phases) -Patch sheetrock @ 3rd floar Mechanical room -Firecaulk gastite and greenfield penetrations @ 4th floor mechanical room -Firecaulk gastite and greenfield penetrations in unit 317 magic pac room -Adjust door closer&latch system @ 3rd floor elev lobby ' 6/1 U15 Partial fmal c/o inspection CN: -Eliminate AOR's in stairwells A,B,and D on the second floor and relocate them per the architects addendum -Install window limitters in unit #202 -Install window limitters in unit # 1 ll -Install combo smoke/c/o detector in unit# 108 bedroom -Install window limitters in unit#102 -Provide required water closet clear floor space in the public use accessible toilet rooms(all levels,both phases) -Install trap wraps in all public accessible toilet rooms **3rd&4th floars phasell is not generally ready** **All 3rd&4th floor phase 11 units passed railing,smoke detection,and electrical fmals** -Adjust all entry doors on phase 113rd&4th floars -Check all entry door sweeps and smoke gaskets on 3rd and 4th floors � Report Name: Printed: 7/2 U2015 , Inspection Remarks Cl� Of Eagan Page: 3 Inspection Remarks Permit: EA125051 Permit Type: Building Site Address: 4232 Blackhawk Rd -Install floorin in units 421 thru 427 g -Fix latches for trashroom doors and maintain the 2hr separation around trash door frame penetrations -Unit #428 needs trap wraps for both the lav and kitchen sink(Kit.sink not plumbed yet) -floor to shower transition does not comply and electrical wiring hanging out of kitchen wall not connected to anything -Install closer,latch,sweep,&threshold @ elev.lobby doors -Fire stop ceiling&wall penetrations in phase two mechanical room -Check electrical room door and electrical panels -Unit 443 needs complying floor to shower transition -Install AOR signage in corridors 3rd&4th floors -Fire stop penetrations in rated wall of magic pac in#327 -Fix hole in ceiling in unit#325 **Phase 11 lst and 2nd floors including common areas,not inspected to date** 6/15/15 Temp C/O conditions: **See conditions of Temp C/O in the plan review file#32** I,I . �. Craig Novacryk From: George Johnson <GJohnson@harrissarchitects.com> Sent: Friday,June 12, 2015 2:24 PM To: Dale Schoeppner; Craig Novaczyk Cc: mcurrie@stonebridgecommunities.com;jpierce@stonebridgecommunities.com Subject: Eagan Pointe egress Dale, I am writing you to outline the items we discussed over the phone earlier today.Our issues on this are related to changes that Craig and I agreed upon related to areas of refuge on the second floor.With the need for our egress to wrap under the stairs and exit to the exterior on the first flaor,our stairs going to the second floor are configured differently on the second floor.The change at this level reduces the landing on the second and makes it tight for a 30x48 accessible space for area of refuge.All other floors have the required width without doubt for an area of refuge. Craig and I agreed on a solution that included using the horizontal exit at the 2 hour firewall to provide an area of refuge for both the east and west wings.The original agreement included placing two way communication on each side of the fire wall to serve each building. Unfortunately,these issued drawings were missed and the changes were not incorporated into the construction. Instead,the contractor provided area of refuge call stations at stairs A, B, and E. I did some research and I believe that we meet the requirements of the code and are providing a safe building for the occupants. Each 30x42 area of refuge is required to be placed so that it does not impede clearances for egress through the stair. Stair E meets these clearances without question. Craig stated that stairs A and B do not meet the width required.Stairs A and B are located in the west building(west of the 2 hour firewall).The west building has an occupant load of 105 occupants.There are currently 3 means of egress from this floor.This means that the occupant load for these stairs is 35 occupants. Per 1007.3,accessible means of egress stairs are required to have 48" clear with the exception being any stair in a building that is fully sprinklered (exception 3).We then fall back to the minimum clearance for stairs as tisted in 1009.1.This section states that any stair with less than 50 occupants shall have a clear width of 36".As we are serving 35 occupants with these stairs,we are altowed a clear width of 36".The stairs are designed with a 4'-3" width but that is above and beyond the required clearance. Essentially, what this means is that in order for the stair to meet clearance requirements for an area of refuge,we need the 30"width of the area of refuge as well as 36"for the egress width.We currently meet this 5'-6" minimum. In my interpretation, stairs A and B have areas of refuge that meet code. Areas of refuge are required at 1 per every 200 occupants.As stated before,the west building on the second floor has � 105 occupants.The east building on the second floor has 371 occupants.This means that the west building needs 1 area of refuge but currently has 2 (stair A and stair B)and the east building needs 2 areas of refuge but has only 1 (stair E). However,this doesn't factor in the horizontal exit.After doing some research it seems to me that the horizontal exit allows us to rework the plan that Craig and I previously agreed to.Section 1022 explains horizontal exiting.Our 2 hour fire wall provides what we need for separation for a horizontal exit. Per 1022.1, a horizontal exit may not constitute more than half of the total number of exits or exit width.We meet this for both buildings as the horizontal exit provides 1 of 3 exits on the west building and 1 of 5 exits on the east building. Per 1022.1,the horizontal exit does not require adding occupant load from the occupants entering through the horizontal exit.Just as stairs are sized per the occupant load of the floor they serve and not the total building load, horizontal exiting assumes that occupants that are egressing are doing so in order and do not compound.The specific wording of 1022.1 is"The area into which a horizontal exit leads shall be provided with exits adequate to meet the occupant requirements of this chapter, but not including the added occupant capacity imposed by persons entering it through horizontal exits from another area.At least one of its exits shall lead directly to the exterior or to an exit enclosure". � . -` What a horizontal exit provides us is a "refuge area" per 1022.4.This is a means of providing safety for occupants by getting them through a fire wall and holding them until the fire is suppressed or they are able to egress.The capacity of the refuge area is calculated by the width of the door. In this case, we have a 34" egress door, which allows 226 occupants per table 1005.1 factor of.15" per occupant.We only need 171 occupants to get us down to the 200 occupants per area of refuge in the east building. Section 1022.4 states that the capacity of the refuge area shall be calculated by providing 3 square feet per original occupant plus each horizontal exit occupant.This means that we need a room in the west building that will provide for the 171 occupants of the horizontal exit plus their original occupants. 171 x 3 =513 square feet.The day room area has an occupant load of 50 occupants. 50 x 3= 150 square feet.Total between the two is an area of 663 square feet.The day room is well over that area at 1508 square feet. Once those occupants are through the horizontal exit,they are in a new building.They have space to take refuge from a fire or to egress.They have two means of egress directly to the exterior that do not require them to reenter the east building(Stair A and B).They have two areas of refuge with two way communication (Stair A and B) if necessary but the refuge area via horizontal exit doesn't require it. Another way to look at this is that there are a total of 476 occupants.This would require 3 areas of refuge if we looked at it more traditionally. We are providing 2 areas of refuge on the west building and 1 in the east building.We are essentially transferring occupants from the east building into the west building to allow them use of the extra area of refuge.We meet all travel distances in the east building to the horizontal exit.Once they pass through the horizontal exit,they have exited the building that is burning,just as they would if they were entering an exit enclosure.They can now make their way to the refuge area,or an exit stair with an area of refuge or simply egress from the building. Please call me to discuss this as I am sure you will have questions.This is a lot to digest.Thank you. Architectu�e George Johnson HARRISSASSOCIATES,LLC 515 Washington Ave N Minneapolis, MN 55401 Suite 200C Phone:(612)339-2190 Cell:(612)940-2101 Fax:(612)339-4783 z y �t 443 Lafayette Road N. (�o�[��j�j��(�TA GE,F"ART�ENT Q�' (651)284-5005 St. Paul, Min�nesota 55155 � � � � �� 1-800-342-5354 www.dli.mn. ov �� ,., 6/9/2015 APPROVED FOR USE Eagan Pointe Senior Living 4226 Blackhawk Rd EAGAN,MN 55122 RE: PERMIT# ELV 1502-00036 Project: Elevator installation Car 2 Location: Eagan,MN 55122 Address: 4226 Blackhawk Rd Dear Sir/Madam: Minnesota Statutes Chapter 326B provides that the Department of Labor and Industry,Construction Codes&Licensing Unit,Elevatar Safety Section,inspect and approve elevators and manlifts(endless belt lifts)before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1,Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. ALL ELEVATOR RELATED EQUIPMENT IS SUBJECT TO ANNL7AL RENEWAL OF THE OPERATING PERMIT: It is the owner's responsibility to maintain and keep current with all tests in accordance with the ASME A17.1 and the ASME A17.3.Frequencies for the required tests can be found in Chapter 1307 of the Minnesota State Building Code.Failure to maintain and perform the required tests may result in revocation of the annual operating permit.Operation of an elevator related device without a valid operating permit may result in an issuance of a"stop order"from the department and possible penalty of up to$10,000.For more information see our website at:http://www.dli.mn.gov/CCLD/Elevator.asp Sincerely, CONSTRUCTION CODES &LICENSING ��,�� $rad Underdahl State Elevator Inspector c: SCHINDLER ELEVATOR CORPORATION Dale Schoeppner,City of Eagan Building Official E1FormCE2 This information can be provided to you in alternative formats(Braille,large print or audio). An Equal Opportunity Employer • r � 443 Lafayette Road N. �I�y[��y-�� p�p,��TMENT ,UF`� (651)284-5005 St. Paul, Minnesota 55155 � �� i �� 1(80 j DIAL-DLI www.dli.mn.gov TTY: 651 297-4198 � �.�, �,_�.,, CERTIFICATE OF APPROVAL PERMIT TYPE; ELV INSTALL SITE: Eagan Pointe Senior Living Car 2 Address: 4226 Blackhawk Rd City: Eagan, MN Approval is for permit work performed by SCHINDLER ELEVATOR CORPORATION under permit number ELV1502-00036, and based upon the requirements set forth in the Minnesota Statutes, Chapter 326B.184 and Minnesota Rule 1307.0035. For new installations, this certi�cate serves as your Operating Permit for the first year as required by Minnesota Statutes, Chapter 326B.184. If you have questions related to the issuance of this permit call: (651)284 5071 Department of Labor and Industry Construction Codes and Licensing Div. Elevator Safety Section 443 Lafayette Road N. St. Paul,MN 55155 . loaa� March 26, 2014 Mike Maguire Mayor Stonebridge Construction c/o Brad Friesz Paul Bakken 15734 Foliage Ave Apple Valley, MN 55124 Cyndee Fields Gary Hansen �: Eagan Pointe Senior Living Meg r�iiey 4232 Blackhawk Rd Council Members Dear Brad, Dave Osberg City Administrator 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 2006 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: �Submit 1 set of Ene mpliance forms o� �a�e Municipal Center ' V�,�e�t�g-a ' ' (Use Ashrae Stand��04 compliance forms.) 3830 Pilot Knob Road �' Submit 1 Emergency Response Site Plan (example enclosed with contact person Eagan, MN 551 22-1 81 0 provided) 651.675.5000 phone �' Provide Fire stopping details including what type of penetration, material passing 651.675.5012 fax through and manufacturer's drawing for maintain the rated assembly. 651.454.8535 TDD - SUUTTllt F1T'e PT'OteCtlOri System Plan for review. Contact Fire Marshal Darrin Bramwe11651-675-5905. Maintenance Facility If you have questions regarding this letter please contact me at 651-675-5676 or 3501 Coachman Point IrileriCe(C1Cit� a�ri.COri1. Eagan, MN 55122 Sincerely, 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD Mike Lence Senior Building Inspector www.cityofeagan.com The Lone Oak Tree The symbol of strength and growth in our community. 4 �� Eagan Point review comments: • A vertical clearance of 98" is required for the overhead garage door and the entire drive aisle through the underground garage leading to the van accessible parking space. (Sec. 502.6 MSAC) • Is the underground parking for residents only? • Three accessible parking spaces are required @ the grade level parking lot.There are 67 total spaces. (Table 1106.1). • Tenant storage room exiting? Potential for 67 occupants. • Provide shop drawings for the precast column and beam systems and framing if available • Verify that the exterior accessible route(s) meet the 5%maximum slope. • Provide details for the mounting height of the manually operated exterior control switch for the automatic door(s). (404.3.5 MSAC) • Areas of refuge in stairwells (A4-6 and A4-8)? Required two way communication details?(1007.6 ', —1007.6.5, IBC) ! • Guardrail baluster spacing @ detail 5/A4-9/? (Section 1013.3, IBC) • Hand railing termination(s)for the open stairway @ 1/A4-9? • Opening protection for elevator doors (707.7, IBC) • Smoke and draft protection for elevator doors? (715.4.3.1, IBC) • Clear floor space width for the accessible showers @ 2/A9-2? (30" minimum requirement) • Identify the 4 required accessible living units for the I-1 occupancy • Designate whether you plan to use Option A(1004.11.3.1) or Option 8(1004.11.3.2)for the Type 8 units. • Vertical Fire Wall continuity through the attic space? • Structural stability of the Fire WaIR (705.5—705.6, IBC) • Vertical continuity of the Fire Barriers? (706.5, IBC) • Protection of Structural Members(714.2, IBC) �� . • Access to RTU's • Window fall protection? • Decks sprinklered? • Stand pipes? • Fire alarms system? (907.2.6) • Smoke alarms? (907.2.10.1.2) • Fire and Smoke Dampers? (see table attached to pg. 110 in IBC) :�, � Craig Novaczyk From: George Johnson <GJohnson@harrissarchitects.com> Sent: Friday, April 11, 2014 4:17 PM To: Craig Novaczyk Subject: Eagan Pointe second floor area of refuge Attachments: 3154-PLN-FL02.pdf Craig, I looked back through my notes on the area of refuge and figured out what our plan was. It did not get communicated properly in the drawings. The egress stairs A, B, and D do not allow for an area of refuge on the second floor.This is because we have direct egress from the corridor to the exterior through the stair on the first level.This forces us to go with a single straight run stair and limits our second floor landing. Stair E has the clearance required for an area of refuge on the second floor because it does not exit at the first floor like the other stairs. Our 2 hour fire wall separates the building into two buildings (west and east).The west building only has 105 occupants on the second floor. By code,we need only one area of refuge as the ratio is 1 area per every 200 occupants. Per 1007.6.2,we are using that horizontal exit for separation for the area of refuge.The east building has 371 occupants on the second floor. By code,we need two areas of refuge.We have one area of refuge in Stair E.Similarly to the west building,we have a second area of refuge utilizing the horizontal exit.All areas of the east and west building would have the required number of areas of refuge within the required travel distance. We would provide two way communication to all of these areas of refuge.The central office is typically the central control point and is always monitored.The areas of refuge within the corridor would not reduce the width of the corridor below our required egress width. I have attached a drawing to explain this in further detail. Please let me know if this makes sense to you. We are only doing this in the 2"d floor as we prefer to do them in the stairwells if space allows. If this is acceptable, I will put together the drawings to officially communicate the information.Thanks. GEORGE JOHNSON HAR R1SS ASSOCIATES, LLC 515 Washington Ave N Minneapolis, MN 55401 Suite 200C Phone: (612)339-2190 Cell: (612)940-2101 Fax: (612)339-4783 1 W � � � U - ' z Z u- p U �= � QWW � J � � � � UO � O � � OQ � w � ¢ � W � w � � � Q �.0 N � Q � z ,; � WZQ �� OQ O m U N � � O � � Z � W ° \ Qz z � � �W �` �— J � � z ? � I— � � w W QH � � U W c� � � � � � Q � � � � � 'nWw �- �- � pO � QO � c.v» Q � w v� � � � � � � Qu' � Npp W WF— �' z l_� = `ZQ � �W � � QQUQO , C� !- � lt- � � W W JZZ (� Q l-�J � Q Wc� � � vU —� —> > Z � f— !- � Q � zU Q � � � � � C� � QO � � � Q � � � Uw � � z � � a � � � � U C� J � � �� - � — -- � -- � ��-------------p� ; I 0; � ; ! 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E- Wu.. � W � � X <,, � z � w �;> �t Q J �" � (� � Q � z J Z i % Q L1.J � � � � � Z � �� m � � � J = o � � � w UWm �� z � � Cj -� ? � � QW � O � JD— � � O � � � � � 0 � (L = � () � U' � u— = I-- w O f- OE- OQ w Qz � w �n � � o- Wz � � WQ � � Q � � � w � �- QC� � O � � � � . *• � w z � �. ._ d STtJNEBRIDGE � CiCiOM tOMtE/7;TO GCEA7iYON,7'O LOMMLN/7"'/. , Temporary Certificate of Occupancy ' Conditions Date: 4/28/2015 These are the conditions to open the Eagan Pointe Senior Living Project, located at 4323 Blackhawk Road, Eagan, MN, on June 15t", 2015. Any items that are not covered or anticipate could change must be discussed with the City of Eagan prior to Temporary Certi�cate of Occupancy being issued. I. Required Completed Items a. Interior of Building i. All Life Safety and ADA items will be complete ii. Substantial Completion of the Common Areas (With the exception of items listed in Il.a.iv) iii. All doors with proper hardware installed (Closers,Thresholds, Sweeps, etc. —with the exception of items listed in Il.a.iv) iv. All Stairwells complete v. Elevators will be operational and lobbies complete vi. Commercial kitchen and Health Department inspections complete vii. Sprinkler system and fire alarm will be complete viii. Electrical fixtures complete in common spaces and units ix. All ADA items complete (grab bars, correct signage, common spaces) x. Building furniture will be ongoing xi. Phone lines will be active and tested xii. Signage—interior and exterior xiii. Deck railings installed. If any missing will be on 15t floor where not required xiv. Plumbing, Electrical, HVAC and Sprinkler final inspections � xv. All fire/smoke, radiation and smoke dampers in and tested , xvi. All Memory Care magnetic locks in place and hooked in with alarm system xvii. All emergency light and exit signage installed xviii. Garage complete. We will have material stored in garage in designated area. All striping complete. This will be located near the garage door. xix. All smoke detectors and CO monitoring complete b. Exterior of Building i. All curb and gutter ii. Repairs to existing lift of parking lot to insure a smooth parking lot lil. 15Y lift of paving. All striping required by code. Any bituminous ramping ', required to meet ADA requirements. 'i iv. Install all required street and parking signage v. All exterior side walks vi. All exterior finishes on the building vii. Building sign complete viii. Substantial completion of grading on site II. Items to be complete after Temporary Certificate of Occupancy(items to be complete by July 15th- Exterior items could be delayed dependent on weather) a. Interior of Building i. Non-Life Safety Items ii. Drywall and paint touch up could be ongoing throughout building iii. Owner Punch List items will be ongoing, including all associated work by contractors iv. Memory Care Areas: 2"d and 3rd floor. • This includes common spaces and units • Item to be complete include: All corridor doors and hardware to separate area from remainder of building, vinyl flooring, cabinets, countertops, plumbing, HVAC and electrical inspection complete. Light fixtures complete. • Items not complete include: Common area woodwork and doors (except those listed above), common area wallpaper, Common area carpet, paint, unit woodwork (except cabinets) and carpet. • Hallways to remain clear in case of emergency egress � , ,. . � • Doors entering area (including stairwell doors) will have magnetic locks and all correct hardware. • Magnetic locks will require a code to get into area, but will drop with the fire alarm or loss of power • Gyperete floor will be poured. This will be a level surface v. Final cleaning of units and common spaces will be ongoing. Move-in units and common spaces will be priority vi. Building Furniture, Wall Art, etc. will still be being placed vii. Carpet Base in corridor areas will be ongoing viii. Blinds and Draperies in common spaces ix. Any cabinets that are incorrect (due to manufacturer issues) in units could be an issue (no more than 5 units). If this issue arises,we will do what is possible to locate the incomplete units in memory care areas on 2"a and 3�d floor b. Exterior of Building i. Finish all infiltration ponds. To be done once landscaping is complete. ii. Landscape building site iii. Remove temporary road used for construction purposes and finish �rading at fire department site. Will review process to try to complete by June 15t". Will update city on process and plan to�et complete iv. Seeding fire department site. Will also review and see if this is possible to finish up prior to June 15th. Will update citv on process and plan to�et complete v. Second lift of paving and striping vi. Installing bike path along Blackhawk NOTE: A good faith effort will be made by Stonebridge Construction to complete grading on complete site by June 15th. Once exterior finishes (siding, brick, stone, gutters) are substantially complete and brick washing is done, excavator will start on work around building. Anticipated to start is May 2ptn ;. , '` Craig Novacryk From: George Johnson <GJohnson@harrissarchitects.com> Sent: Thursday,April 23, 2015 12:34 PM To: Craig Novaczyk Cc: mcurrie@stonebridgecommunities.com; David Ness; jpierce@stonebridgecommunities.com Subject: Eagan Pointe shaft wall details Attachments: ASI-22.pdf; UL Design BW-S-0013.pdf Craig, , I've been working with USG building materials on the best way to deal with the issues we have in the shaft at Eagan. It is I their opinion that the aligned joints(which do not meet the requirements for that shaft wall assembly)are essentially the same as a perimeter relief(head or base of wall joint) detail.Although a perimeter condition as detailed in their assemblies would have a continuous stud or track backing the joint,that stud does not provide the rating protection. It provides protection of the joint as the assembly would typically be in an exposed location that could be damaged or compromised from an impact. In our discussions,they didn't feel that this was an issue as this condition would only be within the shaft. If you feel it necessary,we could provide a protective light gauge piece of inetal secured over the fire caulk to assure that it wouldn't ever be disturbed and remain in place. As far as the closure of the shaft openings, we also worked with USG to come up with a detail that continues the same wood framed shaft wall and utilizes a joint that is also similar to the perimeter relief detail at the joint. I have shown the detail with a numbered notation to reflect the sequencing of construction.Give me a call to discuss this when you have a chance. I'm sorry about the delay on this.Typically,we do not detail the closure of that system and it has taken me a bit of time to work with USG to find a detail I was comfortable with regarding life safety.Typically,we provide the guidelines of the shaft through the UL or GA file requirements and the contractor is obligated to meet those requirements through means and methods to access and complete the work. I appreciate the extra level of care taken in this situation. I have not officially issued this change. I want to make sure that we both understand and agree upon a direction before I cut this loose. GEORGE JOHNSON HARRISS ASSOCIATES, LLC 515 Washington Ave N Minneapolis, MN 55401 Suite 200C Phone: (612)339-2190 CeIL• (612)940-2101 Fax: (612)339-4783 � 1 I �- ' XHBN.BW-S-0013 -Joint Systems Page 1 of 3 �. * �� nw��m� r_cRr�GireT�nw� �IHEGTi1R�f System No. BW-S-0013 XHBN.BW-S-0013 )oint Systems Paae Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products,equipment,system,devices,and materials. • Authorities Havi�g Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. XHBN - )oint Systems XHBN7 - �oint Systems Certified for Canada See General Information for Joint Svstems See General Information for]oint Svstems Certified for Canada J System No. BW-S-0013 Mdy 18,2012 ANSI/UL2079 CAN/ULC 5115 Assembly Ratings— 1 and 2 Hr(See Item 2) F Ratings— 1 and 2 Hr(See Item 2) ]oint Width-5/8 In. Max FT Ratings—1 and 2 Hr(See Item 2) FH Ratings— 1 and 2 Hr(See Item 2) FTH Ratings— 1 and 2 Hr(See Item 2) ]oint Width-5/8 In.Max http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=X... 10/9/2014 XHBN.BW-S-0013 -Joint Systems Page 2 of 3 �` - � �� . _..., �..,! ._ �_. ,. � � € � ��-� 3 �. ��... �,. � � � �� x 3 � ... ��:.. � � �,��,. � � i . �c...w�sm�em-.. ..sna.... ,,..�.n . ..,..�...:.... .�w: -.>.�n..-:...fv�a r:.... "'. . . ..... . ..xi.A,:- .xm...a,:e .. ..... ...... ..+rr.._s.n.. �� xJi � � � �.....,...�+u- .�� ...:.. .. �� ...... ur...::m..:xim=�.r�>.v.....x.mx....... ,,..-.:r.W.:..:srcau ..,�:�- ...... ......�..�. ,... .......... ....�w....w.,....m:.. ' r � § 1.Floor Assembly—Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)structurel concrete.Floor may also be constructed of any min 6 in.(152 mm)thick UL Classified hollow-core Precast Concrete Units*. See Precast Concrete Units(CFTV)category in the Fire Resistance Directory for names of manufactures. 2.Wall Assembly—The 1 or 2 h fire rated gypsum board/steel stud wall assembly shall be constructed of the materials � and in the manner specified in the individual U400,V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory.In addition,the wall may incorporate a head-of-wall joint system constructed as specified in the HW Series Joint Systems in the UL Fire Resistance Directory.The wall shall include the following construction features: A.Steel Floor Runner—Floor runners of wall assembly shall consist of min No.25 gauge galv steel channels sized to accommodate steel studs(Item 2B).Floor runners to be provided with nom 1-1/4 in.(32 mm)flanges.Runners secured with steel fasteners spaced max 24 in. (610 mm)OC. B.Studs—Min size as specified in the individual design.Studs cut 3/8 to 5/8 in. (10 to 16 mm) less in length than assembly height with bottom nesting in,resting on and fastened to floor runner with sheet metal screws.Stud spacing not to exceed 24 in. (610 mm)OC. C.Gypsum Board*—Gypsum board installed to a min total thickness of 5/8 or 1-1/4 in. (16 or 32 mm)on each side of wall for a 1 or 2 hr rated wall,respectively.Wall to be constructed as specified in the individual U400 or V400 Series Design in the UL Fire Resistance Directory,except that a nom 1/4 in.(6 mm)gap shall be maintained between the bottom of gypsum board and top of concrete floor. The hourly ratings of the joint system are equal to the hourly fire rating of the wall. 3. Fill,Void or Cavity Material*-Sealant—Max separation between top of floor and bottom of gypsum board is 5/8 in. (16 mm).Min 1/2 in. (13 mm)thickness of fill material installed on each side of the wall between the bottom of the gypsum board and the top of the concrete floor. 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RE: Mechanical shaft wall details ATTACHMENTS: 11x17 sheets ASI-22.1 This work shall be carried out in accordance with the following supplemental instructions—issued in accordance with the Contract Documents, without change in Contract Sum or Contract Time. Proceeding with the work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. DESCRIPTION: Sheet ASI-22.1 -Add details for proper closure of shaft wall access openings and improperly ' installed shaft wall assemblies Note: general contractor to verify and correct the following -any missing layers of gypsum board on shaft assembly -any aligned gypsum board joints (to be lapped per attached detail or standard assembly documentation) -any missing fasteners per standard assembly documentation Note: bottom of shaft not required to be enclosed per MN building code section 707.11 exception #3 (no combustibles in shaft and no openings or penetrations to the interior of the building). Contractor to enclose all shaft related combustible , framing at bottom of shaft with (2) layers of type `X' gypsum board. ' �: v�Eu��a ,�►: � � � Eagan Buildfng �napec�ions�ivtsion Harriss Associates, LLC � 515 Washington Ave N Suite 200C � Minneapolis, MN 55401 P: (612) 339-2190 F: (612) 339-4783 �� ,�-,��,.� . - �,� „�...�.< , � � �g .� ��u�, �. �:.r, �; � , ` � >� ��.,��.,,�-4«�.. - � � �� ° � ' >„ ` ; .. � � : �..�.�.�_,� �� x . + _ � , .�� ,,, � � :� . .,_' ,. ., _ ..�._ ,�.�»K.�,».�,�,h.»�......r�_..�,��,.��.,�,.�,�«.4r,, ,�.�,� � o � N � N N M � � � F � o a � � � � m � � �i W o��o � � o� �o aW ��Qo �o �� zQ n� Zo x�� , �LLLL �� W� �- � w ��du 'f-'�- '� WLLoc �m �� ao�z�m�' �o Z � p�¢Oi r� [�� NqW—� KS U �`�� 1W �w "'��m��7a o-Q JJ-� ��` a� �N � �a�W`� �� ;w� z= z� _� �� ° � /"� Zal� v� � "�- Q�LL3t�aZ � - �� ° Z� ��LL�Z� �,,, `" � W � "��=QoW �a � tl �NLLNtt]Uan QOa1 J�j — r� 1 V1 � � oo � � 4C � � w �� W �/ =m�'�0�� a W � �'�_ � � z 1�-� "� o�`"�� - �z � �� ' � � � W mW= � ,�Wµ� � oLL& � z�/� �4[ }� m'�m �� _� �J �_ � LLwm � �Oco �y/ � QI�NUZLLQ tu0�_� ZQ W qWLL� pF � o�'?�oa� J??� �� '�z N£-�.�� Qo � � � p R' �ri � NT�N�Q ��U��ZN R�N�W N� . x N�l]0 u �J � Vl 1a��W�w ��l7�—R' � Q QriY W� m3 m ��a��W Qm�� ' ,� �,°�� o$� � I-� �Xm QmQ� o�m � ��z�oz wW� � � z �� u ��c`�n��Oz��w N��z .. 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Per on _. _ Not�s:TNs�le et�aU De AAed out and 4�duded h fhe SMucUxal T _ _ (�3 PenrAt No.bo be provkfed by ihe Buldhg otfldau. �and Spedal�nsPedla►Fragram. Cl) ReFerbnoed�o Rie speclAc te�t scoQe aecYan In Rie progrem. . (3) tJse dasalpratle perlBC Sec.�on 170i,ae adopted DY t�OrneoOta State B�ng Code. f'� SPedd h�aPeetor-7edxYcai,Specfai inaPedor-Stnx��al,Te�ng Apency. (5} Wee1dY.�Aor�MiY.Per 7�Per Floa�r e1c, {8? Fimt oo�rncled b DeNam servicea, o ACKNOWLEDGEMEt�tTS Each approprlate.r �sentaUve shaU s)gn bebw: .�O'� Firm Gktktl�/��8�2. pAte / -JZ'J ,_ _ �_ ContncWr' ? • Flrm � , :_ � - , . . - -. te �/r -i '� At+�h _ _ .. = " Flnn Hai►iss Dats 11l12h3 ` SER ' -:. � : Flrm —Larso_ . n��neerInF:._._._ Dat° 1�1/12/13 � SI T13 ��.��li�'t�Pr.��Nh.SDate l/~I�- f� .. _ -------� : Ta .. ' � Fiflll�[�n:6i-altiLnTri�spr�rllj'D9t8 ��-�a-�� F r Flrm Qats : - � � It roqixaled bY e►glneeder�ttoot of tecord cr bu�sing ofRct�,lhe Inc�vtd��ai narrrea of aA prospecdve apedal hspedaa � and tlro work tl�ey k�bend to abeerve alwl be IdentHfed. �°� TA�T�Er�phea�dR�cad 8FT�6qcVthsp�qpr-Tednk:�l SFS�3pxhlkrp�or-Stuclxal �9� f�Fahkalor ,. Accepled br tha Buqdln9 aA�pnent 8y Date r t �. J � �� i � June 16, 2015 HGTS Project# 13-631 Mr. Matt Currie Stonebridge Construction, Inc. 15734 Foliage Avenue Apple Valley, MN 55124 Re: Final Report, Special Inspections and Construction Materials Tests, Eagan Pointe Senior Living,4226 Blackhawk Road, Eagan, Minnesota Dear Mr. Currie: We have completed the Special Inspections and construction materials tests for the Eagan Point Senior Living apartments at the southeast corner of Diffley Road and Blackhawk Road in Eagan, Minnesota. The project included construction of an approximate 45,000 square foot footprint building which consisted of four stories above grade and one story of below grade for underground parking under most of the building and associated surface parking lots. Qualified technicians performed the field tests and observations under the direction of a licensed professional engineer. Our services were performed on an as-needed basis as scheduled by you or your authorized representative. In accordance with Section 1704 of the International Building Code and the agreed upon scope of services, special inspections and testing was provided for the following items: Soils Our excavation observations included visual and manual classification of the soils encountered by shallow hand auger borings. Soil cuttings recovered from the hand auger(s) were classified in accordance with ASTM Test Method D 2488. The turning resistance of the hand auger was used to estimate the soils density or consistency. The exposed soil cuttings retrieved from the hand auger borings generally consisted of native Clayey Sand, Silty Sand, Poorly Graded Sand with Silt, or Poorly Graded Sand corresponding to the ASTM classification SC, SM, SP-SM,and SP, respectively. Lesser amounts of Lean Clay(CL)and Silt(ML)were also encountered. The Dynamic Cone Penetrometer (DCP) tests were completed along the footing bottoms using a solid metal rod fitted with a 1 3/8-inch diameter conical point. The point is driven into the soil with a 10-pound weight falling 24 inches. The number of blows required to drive the point each 6-inch increment was used to judge the soils' relative density and as a basis to estimate the soils ability to support the proposed construction. Soil corrections (clean out excavations) included previously placed fill, loose or soft soils and other deleterious materials within the proposed building pad areas. The clean out excavations within the building pad were limited, but where required, typically ranged from about one to eight feet deep. .� �s __ _ Pa � e � z We performed Sixty-four(64)compaction tests in the fill and backfill placed during site grading,construction and utility placement. Soil tested included building pad fill, wall backfill and utility backfill to evaluate the effectiveness of the contractor compaction methods and to evaluate their suitability to support the anticipated structural loads. However, eight of the compact�on test taken during the project we conducted on the building pad for the vacant lot west of the apartment building. Based on the results of our compaction tests, the soil was compacted to densities meeting project requirements Based on the results of our observations, hand auger borings, DCP tests and compaction tests (where applicable), it is our opinion the exposed soils were suitable for support of the anticipated structural loads. Reinforcing Steel We reviewed the reinforcement and dowel requirements on the project structural plans. Information included the bar size, bar length, bar spacing, bar location and splice lengths. We also noted if the reinforcement was free of rust, scale and soil prior to placement. Discrepancies were noted during construction that required attention from the Structural Engineer. These discrepancies were logged in a form attached at the end of this report and corrective actions were noted. Based on our observations the reinforcing steel was placed in accordance with project plans. There are currently no unresolved reinforcement issues. Concrete Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with industry standards. The placement procedures were judged to have met the project requirements. Routine tests to determine the plastic concretes' slump, temperature, and air content were done during the pour. In addition, concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. The concrete cylinders cast were temporarily stored at the site and returned to our laboratory for moist curing and testing. Results of the concrete compressive strength tests indicate that the specimens tested met the required minimum 28-day compressive strength. There are currently no unresolved concrete related issues. Masonry Masonry observations included verifying the size and location of the structural elements and verifying the specified size, grade, and type of reinforcement. We also verified the protection of masonry during cold and/or hot weather for compliance as outlined in IBC Section 2104.3 and 2104.4. Prior to grouting we observed the cleanliness of the grout space, placement of reinforcement and connectors. Grout placement was verified to ensure compliance with code and construction documents. Routine tests to determine the plastic grouts' slump, and/or temperature were completed at the time of �825 Ce ;�v�e��te �, Mirtu+�� iis� ��i 5 ' 'T .� Page � 3 _..._. _ __ casting samples for compressive strength. Masonry block prisms were constructed by the contractor on-site as required by project specifications. The masonry test specimens were temporarily stored at the site and returned to a laboratory for moist curing and testing,except for block prisms which were dry cured at the laboratory. Results of the masonry compressive strength tests indicate that the specimens tested met the required minimum 28-day compressive strength, and are attached. The exception was the second set of masonry block prisms, of which the average strength of the 3 samples broke at 1680 psi whereas the specified strength was 1900 psi. The structural engineer was notified and acceptable the results as satisfactory. A third block prism test was performed/constructed and met specifications. Based on our observations the masonry construction was judged to have met project requirements. There are currently no unresolved masonry issues. Spray Applied Fire Resistant Material The Intumescent paint thickness was check per Technical Manual 12-B Standard Practice for the Testing and Inspection of Field Applied Thin-Film Intumescent Fire Resistive Materials. Field thicknesses were measured and noted in the attached report. There are currently no unresolved fireproofing of structural steel issues. Conclusions Based upon the inspections, testing and evaluations performed, 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 and applicable workmanship provisions of the International Building Code. �� ,�irv�+��;,�: �, 21� eapatis, MN ��54+�7 �, . . Pag � � 4 _ _ _ __ General Services performed by Haugo GeoTechnical Services LLC have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty, express or implied, is made. Thank you for the opportunity to provide the testing services for this project. If you have any questions regarding this report or need additional information please contact Joe Westphal at 612.269.4027 or Paul Haugo at 612.554.4829. Sincerely, Haugo GeoTechnical Services LLC �� :;.� Paul Haugo President I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. �� `,�Y�� `,��,�� ,�- �, `� „� �1�� . ,�� r.. .� . Joe Westphal, P.E. %� ` � � ��;� Project Engineer %,�� ,�,� License Number 49833 �'�s�r��,�t`* Expires June, 2016 Attachments: Compressive Strength of Concrete Cylinder, Report for Sets 1 thru 38 �, Masonry Test Report(Block), Sets 1 to 4 I Compressive Strength of Masonry Samples(Grout), M-1 to M-2 Report of Field Compaction Tests,Tests 1 thru 64 Proctor Test Reports,Tests P-1 thru P-10 Steel Field Report, 10 pages Special Inspection Discrepancy Summary Log '�� e ,�v+e�t�e S, �i�eapo, ' , R+�I� ��4'?' � GONSTRU�TIC?N ENGiNEER1NG L,�BC?RATORY, [NC', �� TESTING FOFt QUAUTY AND�TRENGTH , ::�.....:.......:.::.......::........:.........:...:........�;i`��,,�I��t��'..............:...,.::.:...:;_ . Project; Eagan Pointe Seniar Living Date. January 15,2Q15 4226 Biackhawk Rd, Eagan,MN Praject No: L-158Q8 Report to: HGTS Report No: #1 , ; 13579 Grove Drive Present at Site; #27$ _ = Maple Grove,IVIN�53'f 1 ` AtEentian: Pau[Haugo : Veri�ect substrate conditian of beams and columns forthe 2nd floor framin . ;' 1,All'�tems ar�:sho rimed with Tenemec rimer - er hone conversation befinreen Jeff PiercelStanebrid e and the ainfm contractor on 1l15 Paint contractor verified with the intumescent ainf manufacturer that it'rs ok to s r� over the rim�d steel. : 2. �ome lue adhesive is still attached to a cou le of c�lurnns after rem�val of the woad framin � -CEL t�cM advised removal of adhesive or eheek wri#h manufacture o#Ir�turnescent a'tnt to veri that th� t adhesive would be ok ta s ra ovee: 3. Swbstrate is in sufficient condition to be s ra ed after uerifin item#2 abave. ; __ _ ..e = Copy: 1.Job File Report By; ' Re�iewed By: � : 5661 Intemational Parkway-Minneapolis, Minnesota 55428-(763}533-9�34-FAX(763)5�3-9586 lab@cel-inc.com _ _ �__.,,,,, . _ , �,,.. , _�, �� ,_ ., ,---e ___ n.� �__ __� ._ ._.__ __ _ l , � I , � ; �r Ct�NSTRUCTIt)N ENG[NEERING LABQRAfi�RYs INC. �� TESTING FOR QUALITY AND STRENGTH �;, - : ....:.:...... ::....�fi��;�`1�1*.#�,��?�3F�'�.::,........:.:.......:....,,..:....::...........:......... Project: Eagan Painte Senior Living Date: January 30,2Q15 ; 4226 Blackhawk Rd, Eagan, MN Praject No: L-15008 Repart to: HGTS Report No: 2 ; �13579 Grave Drive Present�t Site: ; � #278 . Map1e Grove,MN 55311 : Attention: Paui Haugo = Phase 1 - 1 st,�nd, 3rd itoor ' Infumescent: ain#mil thickness was checked er Techn�eal Manual 12-8 Standard Practice for the Testin ; z and(ns ection of Field A lied Thin-Film Inumeseent Fire Resistive Materials. The a licator s ra ed 0 _ ; Albi Fir� roofin material,Aibi cfad TF.A[}e�elsko Series 6t�Q4 caatin thickness ua "e was used t� f ineasure the Mil thickness a lied. _ -� � �� ; 1. Jeffl�tonebrid e rovided CEL uvith#he re uired thickness to be a lied to the eolumns. z 2. 7"x7"calumns re uired 119 mils avera e thickness J 5"x5°calumns re uired 123 mils avera e thickness ; 3. Thickness tolerence-7"x7"=95-143 mils / 5"�c5"=96.5- 1�48 mils : : 3. 6 co(umns on each Eevel 18 tofa( were s ot checked and found:ta be at or belaw the min�murn tolera�nce = on most surfaces. � 4. Measured mi(thickness was wrote on each surface ofi the calumns on all levels 5. Jeff/Stonebrid e will nati CEL when Phase 1 area is read far retestin . ; _ t Capy: 1. Job'Fi[e Report By:, _.. ., ° __ e:./� = Reviewed By: � _ , J �� ; 5661 lnternationai Parkway-Minneapolis, Minnesofa 5542�-{763)533-9534-fAX(763}533-9586 lab@cel-inc.corr� _ _ __ _ _ = �r CfJNSTF`tUCTION ENGINEERING LABORATC}RY, INC. ` �i�' TESTING FOR QUALITY AND STRENGTH , _. :. -� .... ::. . :::. ...��.[...�I��..t;��F�41�`�'.::.;.......::........'......:. . , ... ' Project. Eagan Pointe Senior Living Date: February 2,2015 4226 Blackhawk Rd, Eagan,MN Froject No. L-15008 ; Report to. HGTS Report Na: 3 , 13578 Grove Drive Present at Site: � #278 Maple Grave,MN 55311 : ; Attentian: Faui Haugo � Phase 1 -1st, 2nd, 3rd flaor ' Intumescent aint mil thickness was checked er Technical Manual 12-B Standard Practice for the Tesfin ' ; and Ins ection of Field A lied Thin-Film Inumescer�t Fire Resistive Materials.The a t`rcator s ed ; Atbi Fire roafin material,Albi clad TF.A DeFelsko Series 6Q00 coatin thickness ua e was used to measure the Mil thickness a lied. � _ _ _ �. Jeffl Stonebrid e rovided CEL with the re uired thickness ta be a lied to the column�. : 2. 7"x7"calumns re uired 119 mils avera e thickness / 5"x5"columns t uired 123 mils avera e thickness = 3.Thickness tolerence-7"x7"=95-143 mils 1 5"x5°=98.5-148 mils ; 3. 1 randami selected colurnn on each levet was measured far thickness. = 4. Measured mil thickness was with in toierenc.�.Actual measurements are�'ecorded on the attached ° mil thickness sheet. 5. Phase 1 area meets 'ob s ec re uiremen#s. : F _ � Gapy:;1.Job File Report By: 1„�,�,�..,,�,�_ ._ � .� _; Reviewed By.. _i _ �661 Intemational Parkway-Minneapalis,Minnesota 55428-(763)533-9534-FAX(763}533-9586 lab(a�cel-inc.com Y : Q �,� Q a Q � . N . . .. . _ . . .. ET N r G4- tn �� sh r . � z � �� N M M M M M = :...: >•- :r r r� e- r- .r � L J �� O M W .. � ,. � �.� :Q �� O � _ _ . . . . .... ...... . f � "k} -�C} �� U}��. {t} ((} � N ,F � w' z _ ': j � ..! � '�. 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C . . t± �p L. � Go � � � c� �� p pt°o 0 o a � : a: "�' 'i, f�U U C3 U � O � � . � Ci� : a = r� Np�, M � ;� � �� ,�-� �� ; : � � - - - .� , ..:: � . � a_j'U ��"O at�'i n � p: < � ; � ___ ___ _____ __._ . � ° � Gt}NSTRUGTIQN ENGINEERING LABQRATORY, IN�: �� TESTING FOR QUALITY AND STRENGTH :::..:..:..�....::.:.......::.....:.......':......:.::::..-&1:`��:.�1�1�1��Qt�T.:....�....�:......... :u.....::....,....:........:.....:..: Project: Eagan Pointe Senior Living Date; februa 20,2015 4226 Biackhawk Rd,Eagan, MN Project No: L-15008 Report ta: HGTS Report No: 4 ` 13579 Grove Drive Present at Site: #278 : Maple Grove,MN 553�t1 Attention; Paut Hauga . � Rhas�2 t�3- 1 st, 2nd, 3rd floor , lntumescent aint rnil thickness was checked er Technical Manual 12-B Star�dard Practica far the Testin and Ins ection of Field A lied Thin-Flm tnumescent Fire Resistive Materials. The a licatar s ra ed ; ' Albi Fire roofin material,Albi clad TF.A DeFe[sko Series 600�coatin thickness ua �was used to ; ; measure the Mil thickness� lied. _ � i ; ; 1; Jeff1 Stonebrict e rovided CEL with the re uired thickness to be a lied to the colurnns& beams � 2. The c�mmons and Merno IAssited livin area's were checked � i ` 3.A combination of 1 cokumn and 1 beam were randomi selected far thickness festin on each leuel j I 4. A eou le of surfaces were belawthe minimum#alerence and were marked for touch u . I - 1 st level commons area-bottom side of the tubes and 2 surfaces of 1 calumn _ -2nd level assisted livin - 1 column face and the ta side of the battom flan es af the beams � 5. 4ther framin iterns in area of re airs were s +ot checked and found to be satisfactc� . - - - - - ; 6.After corrective touch u ,tMose surfaces can be added fo the thickness re orE#ar avera in ur oses. • 7. Jefff Stonebrid e scheduled final thickness testin far wed. �eb.25,2Q'15. � , , � Copy; 1.Job F'ile Report By: -�,,_,..._ ,�,_ Revtewed By:._ = 5661 Internationa)Parkway-MinneapoCis,Minnesota 55428-(763)533-953�-FAX(763)5�3-9586 lab@cel-inc,com ♦ y L= CONSTRUCTION ENGINEERING LABORATORY, INC. TESTING FOR QUALITY AND STRENGTH .:.:.:.:.:.:::.:::.:.:.:.::::::::::�:�:�::�:�:::�:�:�::::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: :::::::::::�;7`� � �`: ::: .: : ': : . .:�::: : :::::::::::::::::::::::::::::::::::�:::::::::::::'::::€;:::::::::;:`:��::::::::::;:::::;:::':��:::::::::::::::::: °�� '�''°'°'�-'=`°`�`�'�`�'�'`°� =�=��`��°��°�°�°"�� ° ..EEI...Fl.�L.fl� ...�t��QF�T.........................................................................:.:.:.:.:.:.:...:.:.:.:.:.:.:.:.:.:.: Project: Eagan Pointe Senior Living Date: February 25, 2015 4226 Biackhawk Rd, Eagan, MN Project No: L-15008 Report to: HGTS Report No: 5 13579 Grove Drive Present at Site: #278 Maple Grove, MN 55311 Attention: Paul Haugo Phase 2 & 3- 1 st, 2nd, 3rd fioor/Final Intumescent aint mii thickness was checked er Technical Manual 12-B Standard Practice for the Testin and Ins ection of Field A lied Thin-Film Inumescent Fire Resistive Materials. The a licator s ra ed Albi Fire roofin material, Albi clad TF. A DeFelsko Series 6000 coatin thickness ua e was used to measure the Mil thickness a lied. 1. Jeff/Stonebrid e rovided CEL with the re uired thickness to be a lied to the columns&beams 2. The commons and Memo /Assited livin area's were checked 3.A combination of 1 column and 1 beam were randomi selected for thickness testin on each level 4. A cou le of surfaces were below the minimum tolerence and were marked for touch u on re ort#4 - 1 st level commons area- bottom side of the tubes and 2 surfaces of 1 column -2nd level assisted livin - 1 column face and the to side of the bottom flan es of the beams 5. The a licator corrected areas of deficienc . 6. Measured mil thickness is now in tolerence.Actual measurements are recorded on the attached mil thickness sheet. 7. Phase 2 & 3 areas meets 'ob s ec re uirements. d ' Copy: 1. 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N ln O O tl') tn � y CO � > N � m N N � � � a�o a�o ro t�C1 J W M ' � ' O 'C � � �i ��a •c � � Z � o o � � � N � � N '� � j Q N N V' C7 p�p p�p � N f0 N Qj � � � � � C .._ �O (� � � � a) in a`6i in N a. � li. (� t- }� p, X X C � � m (n � N = gg � � Q F" in � in � d' ti � Cp � f� 00 — = N �a U N > � � N (� M N lB � � ��i �� c w v = •- � � a = � E � � cYi E > > > ' � >+ y � O � p�pU U V V � 'C . � :i+ _ � Q d O Nt[i MC� � Q c � a � w �, Q �Q � d d, Q � �w a�i�„� a'� v � �' J J Q J a J a # �� Craig Novacryk From: George Johnson <GJohnson@harrissarchitects.com> Sent: Tuesday, April 28, 2015 1022 AM To: Craig Novaczyk �� mcurrie@stonebridgecommunities.com;jpierce@stonebridgecommunities.com; David Ness;John Harriss Subject: RE:ASI-22 Eagan Pointe a itiona sh �� 311:' ( . Craig, � �� Dafi�a: I spoke with Curt Wiehle at the state to get some clarity on t i��l�s �� e verified. Minnesota has amendments, due to winter weather, requiring 1:20 walks in some portions of the accessible route on the exterior of the building.The code does not eliminate ramps from all accessible routes on the exterior. It reads as follows: 402.2 Components Accessible routes shall consist of one or more of the following components: walking surfaces with a slope not steeper than 1:20, doors and doorways, ramps, curb ramps,excluding the flared sides, elevators, and platform lifts.All components of an accessible route shall comply with the applicable portions of this standard. Exceptions: 1. Ramps shall not be a component of exterior accessible routes connecting accessible parking spaces and accessible loading zones with accessible building entrances. a. This is the only location where a ramp is not allowed. We currently meet this requirement for access from the accessible stalls to the entrance. Egress points from the building are allowed to have ramps as a component of the accessible route. All doors other than the main entrance are, as far as a code analysis is concerned, egress only and are not considered accessible entrances. 2. Where multiple buildings are provided on a site, ramps shall not be a component of exterior accessible routes connecting accessible building entrances.This exceptiorr does not apply to buildings not normally occupied. a. This is related to the connection of multiple buildings with accessible entrances on one site. It would allow ramps to things such as garages or gazebos as they are not normally occupied. 3. Ramps shall not be a component of exterior accessible routes to Type A and Type B units intended to be occupied as a residence unless the provision of a walking surface with a slope not steeper than 1:20 is not feasible. a. This is related to individual residences and also reinforces the idea that the entrance shall not be accessed via anything more than 1:20 unless it is not feasible. Essentially, the only location where a ramp is not allowed on the exterior is between accessible parking and the accessible building entrance. Our design, currently allows a disabled individual to park in an accessible stall and travel via the drive, a curb ramp at the front of the porte cochere and up a surmountable curb (per the requirements of a curb ramp)to the building entrance with a maximum walking surface of 1:20. We have checked with civil on all other walks and we should not have any accessible routes that exceed 1:20 without a rail and 1:12 with a rail. I am going to have them do a final site verification of everything and have it documented when they stake the walk around the back from the dining hall.As we were permitted under the 2007 code,that is the section I have referenced.Speaking with Curt,the 2012 code changes the language but it still only prohibits ramps at the accessible entrance.Thank you. i GEORGE JOHNSON HARRISS ASSOCIATES, LLC 515 Washington Ave N Minneapolis, MN 55401 Suite 200C .:. .. _,:. »a,wrsawµiaMlf�rr; � Phone: (�12)339-2190 �w � .� , CeIL• (612)940-2101 �� , �� ',� `� � � �;_.'�'Mt � wr�w�wr��k.��,a.��r�wawwµ� Fax: (612)339-4783 • ` ,: x . �,.�v��,�..�..,�.,,�.,��.�,�«,e��..,�..�,:. # ,�,,,,� � . . • ' _. _��.__ . .. .... ,�_� .0, <, � .�+F�,mW . n�. . .. ��..._..�m�� n.�_,...._,. _.....:.�,�_.�� .�.,4__ v., .,� _a �_ _ -___. From: Crai�'"lvovaczyi�'�rr1`ai�Ita:C�Plc�rr�z�4c�_�tty�€ea�ar�.con�] Sent: Friday, April 24, 2015 1:13 PM To: 'George Johnson' Subject: RE: ASI-22 Eagan Pointe additional shaft details Thanks George, We still ne2d to get your interpretation concerning the exterior accessible route. Our interpretation is that an exterior walkway serving as an accessible route shall not exceed 1:20 in slope. Please state your case in writing, based on the applicable Code sections. I will be out of the office until Monday. Craig, .�v.�. .._._,. . �.n.n._. .w�. _ ,�._�.... From: George]ohnson [mailto:GJohnsonC�harrissarchitects.com] Sent: Friday, April 24, 2015 11:18 AM To: Craig Novaczyk Cc: mcurrieC�stonebridgecommunities.com; David Ness; iqierceC�stonebridctecommunities.com Subject: ASI-22 Eagan Pointe additional shaft details Here is the ASI based on the discussion we had in the field this morning. Call me if you have any questions.This has also been uploaded to our file sharing site.Thank you all for your help on this. GEORGE JOHNSON H�LR RISS ASSOCIATES, LLC 515 Washington Ave N Minneapolis, MN 55401 Suite 200C Phone: (612)339-2190 Cell: (612)940-2101 Fax: (612)339-4783 2 Craig Novaczyk From: Jeffrey Pierce <jpierce@stonebridgecommunities.com> Sent: Thursday, March 26, 2015 2:55 PM To: Craig Novaczyk Cc: nzink@stonebridgecommunities.com Subjec#: Fwd: Column approval ---------- Forwarded message---------- From: Catherine Kray<ckray@larsonen�r.com> Date:Thu,26 Mar 201518:02:32+0000 Subject: RE: Column approval To:Jeffrey Pierce<ipierce@stonebrid�ecommunities.com> Cc: George Johnson<GJohnson@harrissarchitects.com> 1eff-The 7"x 7" glued laminated columns are an acceptable substitute for the 7"x 7" PSL columns specified on the drawings for column type C3 in the dining room. Cathy ,�,,,..r..v. Catherine Kray, P.E. (MN) ,,,�......--�� '�"�� EV �� Design Engineer Q ��'� � ; s Larson Engineering, Inc. �: � 3524 Labore Road �#e� � � �� , White Bear Lake, MN 55110-5126 � d�n9�,�g��.tQons Divigior ir 651.481.9120 Fax: 651.481.9201 �,agan� u ckrav@larsonengr.com -----Original Message----- From:Jeffrey Pierce [mailto:ipierce@stonebrid�ecommunities.com] Sent:Tuesday, March 24, 2015 3:06 PM To:Catherine Kray _._------Cc:Ge6rge Johnson Subject:Column approval Cathy we are getting our frame inspection in Dining room inspector has issue with 10 7"x 7"columns.Structural calls out 7"x 7" PSL lumber company sent and we used 7" x 7"glue laminated beams are they OK as a substitute? Hope to get answer soon. Thank you!! Jeff Pierce Superintendent Ce116123632503 STONEBRIDGE Apple Valley, MN.55124 ipierce@stonebrid�ecommunities.com AA/EOE 1 � j Craig Novaczyk From: Jeffrey Pierce <jpierce@stonebridgecommunities.com> Sent: Wednesday, February 11, 2015 920 AM To: Craig Novaczyk Subject: Fwd: Eagan Pointe - Column attachment ---------- Forwarded message---------- From: Catherine Kray<ckrav@larsonen�r.com> Date:Tue, 10 Feb 2015 18:43:33 +0000 Subject: RE: Eagan Pointe-Column attachment To:George Johnson<GJohnson@harrissarchitects.com> Cc: "jpierce@stonebrid�ecommunities.com"<ipierce@stonebrid�ecommunities.com> Two bolts are acceptable for the saddle to beam connection. Cathy Catherine Kray, P.E. (MN) �� , Design Engineer �' �m {� P¢�"��y�tF ^ �' �� $ &l'�...�.. , ll ,.. �� Larson Engineering, Inc. > C,�`'7f"��i 3524 Labore Road �y`�� —��y � ~� White Bear Lake, MN 55110-5126 y y jj �S 651.481.9120 Fax: 651.481.9201 ��`r°��' ckrav@larsonengr.com �y�"`'��`''� G''�`"`��5 ��E`�� -----Original Message----- From: George Johnson [mailto:GJohnson@harrissarchitects.com] Sent:Tuesday, February 10, 2015 10:35 AM To: Catherine Kray Cc: ipierce@stonebrid�ecommunities.com Subject: FW: Column attachment Cathy, There is a beam to column connection in the third floor card room that, due to the way things timed out in construction, only allowed two out of the four bolts to connect to the wood beam.They want to know if that is sufficient and if it isn't, how can we deal with a fix on this?Attached is a photo. We are looking at the 4C3 column top with saddles and the 5C3 column coming down through the floor. It is the reverse saddle on the 5C3 that only connects with two bolts.This is at the intersection of the north/south corridor with the east/west corridor.The issue is the GEORGEIOHNSON HARRISS ASSOCIATES, LLC 515 Washington Ave N Minneapolis, MN 55401 Suite 200C Phone: (612)339-2190 CeIL• (612)940-2101 Fax: (612)339-4783 1 * ► George. 2-bolts missing tying column into beam third floor card room. Craig(inspector wants engineer approval that it is ok to skip).Would be impossible to attach with bolts now. � t � \ a \ 1 1 \ \ ? 3 4 3 3 � 3 � ; 1 ,'�0\ �� 2 Craig Novaczyk From: Jeffrey Pierce <jpierce@stonebridgecommunities.com> Sent: Wednesday, February 11, 2015 9:21 AM To: Craig Novaczyk Subject: Fwd: Fire treated roof sheathing - Eagan Pointe ---------- Forwarded message---------- From: George Johnson<GJohnson@harrissarchitects.com> Date: Wed, 14 Jan 2015 15:09:06-0600 Subject: Fire treated roof sheathing- Eagan Pointe To:Craig Novaczyk<CNovaczvk@citvofea�an.com> Cc:ipierce@stonebrid�ecommunities.com, mcurrie@stonebrid�ecommunities.com Craig, Jeff informed me that they missed a portion of the fire treated roof sheathing at Eagan. Per the building code section 705.6 (vertical continuity of fire walls)we can use either fire retardant-treated-wood sheathing within 4' of the fire wall or 5/8"type x gyp board directly beneath the underside of combustible roof sheathing within 4'of the fire wall. In this situation,we would have a mixture of the two. I would assume that if we lapped it over the fire retardant plywood by a foot and fire caulked the edge, that it would be equivalent but I would like to verify if that works for you. GEORGEJOHNSON HARRISS ASSOCIATES, LLC 515 Washington Ave N Minneapolis, MN 55401 Suite 200C Phone: (612)339-2190 Cell: (612)940-2101 Fax: (612)339-4783 �.. . .. . _ .»�..:.- 4_ .��A?G .�.�.r�� s��.. _��!!/t_�_..___--- f _._._._ �'� ° .,��.��;,,--. ---__ � � � .� � w ,� �„ ,x A � . ,W.:., �.,�."��., ,_ a � i I . � Craig Novaczyk From: Jeffrey Pierce <jpierce@stonebridgecommunities.com> Sent: Wednesday, February 04, 2015 9:02 AM To: Craig Novaczyk Subject: Fwd: Cantilevered decks. Attachments: Cant Deck Beam Fix.pdf ---------- Forwarded message---------- From:Jeffrey Pierce<jpierce@stonebrid�ecommunities.com> Date:Tue,3 Feb 201510:39:23 -0600 Subject: Fwd: Cantilevered decks. To: nzink<nzink@stonebrid�ecommunities.com>, Matt Clement<mclement@wolfconstruction.net> ---------- Forwarded message---------- From:Catherine Kray<ckrav@larsonen�r.com> Date: Mon,2 Feb 2015 21:43:06+0000 Subject: RE: Cantilevered decks. To:Jeffrey Pierce<jpierce@stonebrid�ecommunities.com> Cc: George lohnson<GJohnsonCa)harrissarchitects.com>, Matt Currie<mcurrie@stonebrid�ecommunities.com> Please see attached sketch showing a fix Matt and I discussed this afternoon for where the double 2x12 cantilevered deck beams attach to the trusses. Let me know if there are any questions. Cathy Catherine Kray, P.E. (MN) Design Engineer Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110-5126 651.481.9120 Fax: 651.481.9201 ckrav@larsonen�r.com -----Original Message----- From:Jeffrey Pierce [mailto:ipierce@stonebrid�ecommunities.comJ Sent: Monday, February 02, 2015 2:18 PM To:Catherine Kray Cr. George Johnson; Matt Currie Subject: Fwd: Cantilevered decks. Cathy if you could call Matt Clement at 6053669529.We have some major issues with framers messing things up your help is very much appreciated! ---------- Forwarded message---------- From: Matt Clement<mclement@wolfconstruction.net> Date: Mon,02 Feb 201513:15:29-0600 Subject: Cantilevered decks. To:Jeffrey Pierce <ipierce@stonebrid�ecommunities.com> 1 Jeff there multiple locations where Kathy's detail for how the beams attach inside the floor system will not work out with the hangers how she would like them. We need another method at these locations where the beams are against the floor trusses. If needs she can call and I can explain over the phone. Matt Clement Wolf Construction mclement@wolfconstruction.net P 515.225.8866 C 605.366.9529 2202 Wolf Way West Des Moines, IA 50265 z i. ' �T�i ��5 �� .-� � �t��. r g} yYs �Nbx r ��Pr�,�3 &,S�ei � g r $r� 'i "�' � ��, � � �� '�.� � � � '�� r�ti w� �� '�� s � ��'�,�E � r�k= � *� �'<s � `,,t� ;�� i � .� � � "3 � ;� "-�' , � �� : � � �,�"> � � � � � y�� ge r � �� > � � �.� � � �I."1:.: �� , > � "� � � � � ��' �„ � �� 0 4� . ,� � � �� t � , � ;� �, , � , -� � � �k I #��„ � � � < �. `� � �,� , A s :- ' , ' �� s � f� , '�� \ � � � _. , � � �� ` .� ; � P ' � � _ , �" � �> � �c �� 3 �� ' � �' �.�t �� ; `t" �41[iie �,� ,� , , r i i� � �,NI li��4i i� � c �� tFd�� q��i�,��y1,�t � � � w� �r,� � — �� e� �, � ` , � � ;i , ' I '" ��`, ,��€� ' �'�lipi,i��I � � ��' '' .. r � i I ii 5ib�rqt � � t � ,; � �" t � � � � ��` � . a `: ��. �J �, � � �"� a 3��. , �st, � � �� a ,� �� ;,, � �� — �� . �� A, �, 1 � r � � �" � a � � ''� � � � �. � �� 1 �� . � � � � � � � �� i ��I �� . �� - � � � . �`��:. � � 1 } ` � ! � ��° — ��-, � ( �i ( ; ,� `i�d� � � � � . I 1 1 r � �, � ,� � � �.n.. , �f�� _ , � = r � � � � '� 1 f , ! � j t • i� � � � � � � � � � ,� � � ; � � ,� � • � � ��f �`r � � � � � � ` � s�� { f ' �� ' � c � � ( tlf �„r.+r".:.,. � ,�f!1� '�t�� F ! � �, i � .• 1 `� ,� r�� ! _ � , p , w ,,o,N' *� � � � � r . .e � -�^+ � �" �1 a� � ��;� ' � i# s ��..,.-� ., � � ''�,�� '`�t�� ill�� u �. � � '�. �t� I� �`�� ;,,� � . . t . ...� � ,.�"'� ��` �" > � ^�,; '_� �� .- , _ ,� .� �x ,,�.� ,.,�� .� ',,„��'`'�' ,�� .. � � � ��.,�,, � �� .; � � � '�,., ` � ��: �� y.� � � �� —., , � b�, f �� v �� ;�`�� ,�� n �_e, �. �� , �,� . "" �� _ _ _,_ � � MEMORANDUM To: Mr. Matt Currie,Stonebridge Construction Inc. Frorn: Mr.Joe Westphal P.E.,Project Engineer,Haugo GeoTechnical Services (HGTS) CC: Mr.Jeff Pierce,Stonebridge;Mr.Paul Haugo,HGTS;Mr.Craig Novaczyk,City of Eagan Date: Friday,September 12,2014 Re: Fireproofing Special Inspections,Eagan Pointe Senior Living,Eagan,MN This memorandum is an acknowledgement of the additional Special Inspections requested for the Eagan Pointe Senior Living project in Eagan, Minnesota. Briefly; Haugo GeoTechnical Services (HGTS) is currenfly performing the construction materials testing and Special Inspections for the project.The project involves spay applying intumescent paint(fire-proofing coatings)on some of the structural steel beams and columns within the structure. Intumescent paint observations are a Special Inspection item and were not initially included on the project Special Inspection Schedule. Because of that the City of Eagan is requiring intumescent paint observations. On Tuesday September 9th, 2014 a meeting was held on-site with representatives of Stonebridge Construction,Inc. (Stonebridge) the City of Eagan,the intumescent paint applicator and intumescent paint supplier in attendance. HGTS was represented by our sub-contractor, Construction Engineering Laboratory (CEL), who will perform the intumescent paint field observations. During the meeting the City requested the following items; • Submittal of qualifications of the intumescent paint contractor as well as individual certifications of each of the on-site workers. It is our understanding these qualifications will be submitted to Stonebridge. • Thickness measurements of the intumescent paint. • Some of the beams and columns were partially obscured with wood framing. The wood framing must be removed so that the intumescent paint can be applied to all surfaces. • Sill plates and other existing framing on top of the beams do not require removal. • Beams and columns must be clean and free of soil or other materials that may affect bonding of the paint to them. Based on comments by the intumescent paint supplier we understand that the intumescent paint is weather sensitive and because of that it cannot be applied until the building is enclosed. We anticipate application to commence in about 3 to 4 weeks. Inspections/observations will be scheduled through HGTS by Stonebridge with field thickness measurements and observations performed by Mr. Bruce Riley of CEL. Inspection reports will be , provided to Stonebridge and the City of Eagan in a timely manner. Thank you for the opportunity to assist you on this project. If you have any questions or need additional information please contact Joe Westphal at 612-269-4027 or Paul Haugo at 612-554-4829. �� +�� ;�,��c� �� ' �a�a ' , �I� �� Stonebridge Communities Mail - Eagan Pointe: Deck Piers Page 1 of 2 Search Images Mail Drive Calendar Sites Mobile Waliet More » jpierce@stonebridgecommunities.com � Standard View �Account� Settinqs � Help � Si n out ,� � ,�, : ��. � �__.__. _.____.___________ __.._...____ �__.....___ �� Search Mail I� Search the Web iShow search oqtions �---. . _..._�._�._..._..�............._� �_!. '� ` Create a filter Compose Mail « gack to Inbox ; Archive� Report Spam �Delete � < Newer 2 of :__�._. .� ��._._�._�_...��..�._�_ �� ..��.__�_ Inbox 2 �More Actions... �'_. Go � hundreds Older> �_ �._._.� �____.........._.____ � Starred �� `"��"�� Print �New wirYdow Sent Mail Drafts � Eagan Pointe: Deck Piers ��,b�X All Mail G�ther'ne Kray < ckray@larsonengr.com> Tue,Apr 8, 2014 at 8:46 ANI S am 11 To: "Jeff Pierce(jpierce@stonebridgecommunities.com)" Trash <jpierce@stonebridgecommunities.com> R2DIV�Reqlv to a!I�Forward�Print�Delete�Show oriqinal Contacts Labels Good morning,Jeff. F€�Ilouv u� �'�t�� Per our phone conversation this morning,in lieu of i2"diameter sonotubes for the deck Prioritv piers,you can use i2"x 12"CMU piers with(4)-#5 vert and#3 ties @ 8"OC.Also—the Edit Iabels dimensions locating these piers are shown on sheets Sio2,Sio3,and Sio4.Thus,you shouldn't have to get them from the architectural plans. Call if you have further questions. Cathy Catherine Kray Design Engineer Larson Engineering, Inc. 3524 Labore Road White Bear Lake,MN 55110-5126 651.481.9120 Fax: 651.481.9201 ckravCc�larsonenpr.com � �w,�� <=.f.>�+� �<��,°��vr�c;��r.��°� /�?,� . �`�� Y:�.t� �� - -_____ ��'�.��u � � 9379� Z01� ��l��sr��r�c�3�1'��r�c��r�e�� _' �ENG I �� 'y"lat`fS DIVISIl3N This email is the property of Larson Engineering, Inc.All material contained herein and any accompanying documents are confidential,may be privileged,and are intended solely for the person https://mail.google.com/maiUu/0/h/lnlhlthht4mwi/?&v=c&th=1454198bfd3ccb2e 4/8/2014 Stonebridge Communities Mail - Eagan Pointe: Garage Door Piers & Ftgs Page 1 of 2 Search Images Mail Drive Calendar Sites Mobile Wallet More » jpierce@stonebridgecommunities.com � Standard View �Account� Settinqs�Neip � Sign out ' �Ir�� - , � � _��_�_�_..___: _�._� __._____ __ . �� E """,�;'"__...._.... .,, � ' y Search Mail Search the Web €Show search options � , , �.. . � .._...._. � . � __..... � ___. , �....�.._..._.......................................... �i8ai8 8 iiii8i ___,_.............i Compose Mail « gack to Inbox � Archive �Report Sparri � Delete � � i < Newer 4 of ;.____.._ t__�_._..�.._____.__..__......._� �.__...me._...��_�....... Inbox 3 More Actions... u � Go � hundreds Older> _____�. __ Starred �° ---�--_�,,.,_____._.�; �, __._� Sent Mail �Print �New window Drafts � Eagan Pointe: Garage Door Piers & Ftgs ,�aax All Mail ��tg��-R�� r�y <ckray@larsonengr.com> Tue,Apr 8, 2014 at 8:32 AM S am 11 To: Jeffrey Pierce<jpierce@stonebridgecommunities.com> Trash Replv�Replv to all�Forward�Print�Delete�Show oriqinal Contacts Labels Gc�o�l rnc�rr�ing,J�ff. ��i�o��,� r�;�G rvo�es Pr`°r`t� Per c�ur�hane canversation, it is acce��ak�le far yc�u to drill a��d e�oxy�i�e Edit labels ��t��a�r 8" intc� the �c�t�ting for the foc�ti��;a�1c� CMU pi€�r t�at were ac�cied �i� �he gar��e dc��r�i�1te1. � Ple�se s:�11 if you have f�zrt�er qi7estac�ns. Thanks and h�vt�a�;reat dayl Cathy Catherine Kray Design Engineer Larson Engineering, Inc. 3524 Labare Road Ytlhife Bear Lake,MN 55110-5126 651.481.9120 Fax: 651.481.9201 ckrav(a�larsonenqccom �'�rt^�� '��D ��'��i �� - � __� s��E;�r��r��aa�r.ve�� 1NSP �T��1 —_._,.� VR�ION , �9T� �2t��4 ��I��r��ir�g 35��r�csf��ir�� https://mail.google.com/mail/u/0/h/1 n 1 h 1 thht4mwi/?&v=c&th=145418b546144025 4/8/2G 14 Dale Schoeppner From: Craig Novaczyk Sent: Tuesday, February 10, 2015 8:36 AM To: 'George Johnson' Cc: 'mcurrie@stonebridgecommunities.com'; 'ross@wre-mn.com'; 'jpierce@stonebridgecommunities.com' Subject: RE: Eagan Pointe electrical boxes accessibility response Good morning George, I have discussed your proposal with the B.O., and he is willing to accept your proposal for an alternate method of design concerning the electrical panel heights with two conditions 1. There is a 24/7 maintenance staff on site. I 2. The panel doors are locked and serviced by the maintenance staff only. ', Please contact me with any questions, Craig From: George Johnson [mailto:GJohnson@harrissarchitects.com] Sent: Friday, February 06, 2015 10:22 AM To: Craig Novaczyk Cc: mcurrie@stonebridgecommunities.com; ross@wre-mn.com; jpierce@stonebridgecommunities.com Subject: Eagan Pointe electrical boxes accessibility , Craig, I spoke with Curt Wiehle,the State of Minnesota accessibility specialist about the panels to get a more solid understanding of this panel issue. He stated that you are correct that the panels in A and B units need to be within the reach range to the main breaker if they are to be accessed by the tenants. It is my understanding that there is no individual metering for each tenant room and electrical is not directly paid for by the tenants.The power is directly managed by the owner and it is their policy that all work with breakers is to be done by building staff only.Typically,the boxes are locked for the memory care users for their safety.To reinforce this point of staff only access to the circuit panels,we could extend locking to all of the panels throughout the project. Curt stated that if this was the case,the panels would not need to meet reach range requirements per the MN building code accessibility scoping information in chapter 11. He stated that it would be considered an employee work area and would only need to be on an accessible route. We would meet this requirement. I would ask that you consider this approach when making a final decision. GEORGE JOHNSON HA R R T�'S ASSOCIATES, LLC 515 Washington Ave N Minneapolis, MN 55401 Suite 200C Phone: (612)339-2190 Cell:(612)940-2101 1 � S , s Dale Schoeppner ~ From: George Johnson <GJohnson@harrissarchitects.com> Sent: Tuesday, September 09, 2014 10:23 AM To: Craig Novaczyk Subject: FW: Eagan Pointe: Demising Wall Detail w/ Detaii Attached Attachments: Demising Wall w Ladder Trusses.pdf Craig, I apologize for the delay in getting this to you. After reviewing our detail, we discovered thafi we had an issue with structural shear wall conditions that made our previous idea not work.Attached is what we are now hoping to do. We would essentially build the demising walls to the bottom of the trusses and then provide ladder trusses sheathed in OSB on top of them to create the fireblocking.This works better than trying to sheath the walls all the way up in gyp board because they can build the ladder trusses,fully sheathed, in sections and then install them so that they do not have to work in the close quarters in the truss space. It should also provide a more substantial fireblock than the mineral wool, which is difficult to secure and have confidence that it will remain in place. We do have some demising walls that are already framed all the way to the deck above. In those conditions, we will run the gyp board all the way up and make it work, but moving forward we would frame the walls as shown in the sketch. Let me know what you think of this solution.Thank you. GEORGE JOHNSON HA.RRISS ASSOCIATES, LLC 515 Washington Ave N Minneapolis, MN 55401 Suite 200C Phone: (612)339-2190 Cell:(612)940-2101 Fax: (612)339-4783 _ _ . 1 r . s Larson Engineerins,Inc. SU63ECT �� Tc�t�s' ShlEET fJt}: OF _ 3524 Labore Road ��1 b(2,, (,.t�� PRflJECT NO. ��L.�Q VJhite Bear Lake,N1N 5511 Q-5126 651.48fi.9i2Q F�:651.481.9201' ��I��i� Y t}AT C� ��°' +uww.larsonengr.com _ __ ��t t�1�J�' �� .,1, "" '��'��'�� _ _ . =�S��1F�t. �c,11k1.�:.- __ __ _ y _ ' f�Yl° �'solk�tt:� , . 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C=�F' �1�.�'. / �, . , _ �. � i _ . c '`., _ j %� ` o , r� CC�) _ � G=� �.)U��.� � - i, __ , �� % • c 0 ' /' �' �~� � ��(,i�..E"� ` � � ��_� _ _ , ; . - � E..�'�X ( L�IQ � (�J�TZ� b ,� ��Y�1ST �..i �� , � I --��-�'I--� ��1 M i N �r� �x rE��>�oc�, o�� i ��A� �r� �xr� r�T��T __ _ . __ .__ _ __ __ ,.� , Report Name: Clty Of�j agan Printed: 7/22/2015 Inspection Remarks Page: 1 Inspection Remarks Permit: EA125051 Permit Type: Building Site Address: 4232 Blackhawk Rd **For ALL previous remarks,please go to G drive:Building Inspections�Building Inspection Issues�201SEagan Pointe Senior Living.** 3/23/15 Framing corrections ML: . -Add blocking under beam carrying roof vaulted trusses east side dining.DONE,ML -Add nut and tighten another on west side hold downs.Check bolt positioning in hold downs.DONE,ML -Add nail plate and firecaulk to plmg vent pipe in dining room.DONE,ML -Fasten all LVL's per manufacturer's specs.DONE CN -Add full bearing of roof truss on beams tlu�oughout dining area(truss design sign of�DONE,ML(letter from truss engineer) 3/26/15 Firestopping and Sheetrock CN: -Firestop I beam and bracket membrane penetrations in elevator"A"& "B"shaft enclosures(2 hr shaft) -Grease shaft rock completed except where shaft support brackets are to be installed(contractor to provide photos or call far inspection when completed)-SEE REMARKS BELOW,DATED 4/10/15 3/27/15 Insulation and framing CN: -Front entry vestibule framing and insulation not ready 3/30/15 Private Dining room area framing CN: -Private dining rm(#163)elec,r/i not completed-DONE CN -All shear walls need to be inspected in the private dining room-DONE CN -Replace missing truss bracing-DONE CN -Firestop two romex wire penetrations thru top plate-DONE CN 4/1/I S Framing CN: -Wrong holdowns were installed @ kitchen shearwall HDU 8's were installed,HDU ll's are required.DONE CN 4/7/15 Sheetrock CN: - 1 st floar,Phase II unit dead spaces:All dead spaces with exception to units 128, 129, 130, 139,& 140 have been inspected. DONE CN 4/10/15 Framing and sheetrock of the 2hr rated gease&make-up air shafts CN: **Propose a detail by the architect and engineer of record for an alternate method of design that will meet the code requirements for the two hour shaft construction and rating.**(Listed assembly-GA FILE NO.WP 4136) ISSUES NOTED on 4/10/15: -DONE CN -Gyp board missing. -Gyp board fasteners missing per rated assembly.DONE CN -Gyp board seams not staggered on the overlapped per rated assembly(16"per rated assembly).DONE CN -Face layer of Gyp board not fire taped.per rated assembly.(reference"note 6"of the explanatory notes-Gyp Manual)DONE CN -Bearing studs cut in corridor wall(carrying floor load above).FIX DONE CN **Alternate method of design reviewed and accepted in concept. Inspections to follow.Details will be within the plan file. ** INSPECTIONS COMPLETED 5/7/15 CN 4/22/15 Entrance canopy framing CN: -Repair broken column footing(3rd column from the entrance door)DONE ML -Add T bracing to truss webs @ LR11&LRG10 trusses @ drive thru canopy DONE CN -Add missing jack rafters @ all four corners-from hip ridges to beams-DONE CN 5/27/15 Partial Final C/O-Phase 1 units on 3rd and 4th levels(checked smoke detection,electrical fmals,&sprinkler coverages only). -Unit 30L•Missing sprinkler coverage in the kitchen area-DONE -Unit 306: Inter connected smoke detecor in sleeping room not functioning-DONE . ., Rep°rtNa'"e: City of Eagan Printed: 7/22/2015 Inspection Remarks Page: 2 Inspection Remarks Permit: EA125051 Permit Type: Building Site Address: 4232 Blackhawk Rd -Unit 308: C/O detector more than 10'from one of the bedrooms -Unit 408: C/O detector more than 10'from one of the bedrooms-DONE **Other noted issues** -Some of the double corridor door openings do not meet the minimun 6'-8"requirement-N/A -Need to check AFF dimensions for window fall protection requirements(reference Minnesota Rules Parts 1303.2300 to 1300.2320).-DONE -Some of the exit signs in the corridors are obscured by ceiling lights(need to be moved)-DONE 5/28/15 Partial Final C/O-Phase 1 units on lst and 2nd levels(checked smoke detection,electrical fmals&sprinkler coverages only). -Unit 201: Sprinkler head(s)need trim pieces -Unit 202:Bedroom smoke detector not functioning -Unit 101:Missing a bedroom smoke detector -Units :102,202,302,402 U shaped kitchens do not meet the 60"clearance required far Type B units -Units : 107,207,307,407 U shapled kitchens do not meet the 60"clearance required for Type B units **Other noted issues** -Some of the double corridor door openings do not meet the minimun 6'-8"requirement -Need to check AFF dimensions for window fall protection requirements(reference Minnesota Rules Parts 1303.2300 to 1300.2320). -Some of the exit signs in the corridors are obscured by ceiling lights(need to be moved) 6/9/15 Partial fmal c/o inspection CN: -Add stair guards and handrailings @ phase 2 attic access stair -Firestop I beam penetrations on the interior side of the rated trash room 003 walls -Verify fusible links @ sliding trash chute termination doors(both trash termination rooms) -Fire stop sprink pipe penetration @ stair enclosure "E"garage level(garage side of wall) -Fire stop sprink pipe penetration @ stair enclosure"C"garage level(stair encl.side) -Need to inspect smoke gasketing @ all rated doors in garage level -Need access to elevator"B"equipment room for inspection 6/10/15 Partial final c/o inspection CN: -Complete a1104 units in phase 1 (lst to 4th floors) -Install Area of Refuge corridor identification signage -Install all stair enclosure door glazing -Stiffen deck guardrail in unit 420 -Provide required water closet clear floor space in the public use accessible toilet rooms(all levels,both phases) -Patch sheetrock @ 3rd floar Mechanical room -Firecaulk gastite and greenfield penetrations @ 4th floor mechanical room -Firecaulk gastite and greenfield penetrations in unit 317 magic pac room -Adjust door closer&latch system @ 3rd floor elev lobby 6/1 U15 Partial final c/o inspection CN: -Eliminate AOR's in stairwells A,B,and D on the second floor and relocate them per the architects addendum -Install window limitters in unit #202 -Install window limitters in unit # 111 -Install combo smoke/c/o detector in unit# 108 bedroom -Install window limitters in unit#102 -Provide required water closet clear floor space in the public use accessible toilet rooms(all levels,both phases) -Install trap wraps in all public accessible toilet rooms **3rd&4th floors phasell is not generally ready** **All 3rd&4th floor phase 11 units passed railing,smoke detection,and electrical finals** -Adjust all entry doors on phase 113rd&4th floors -Check all entry door sweeps and smoke gaskets on 3rd and 4th floors ,, ,_ ., Report Name: City of Eagan Printed: 7/22/2015 Inspection Remarks Page: 3 Inspection Remarks Permit: EA125051 Permit Type: Building Site Address: 4232 Blackhawk Rd � -Install flooring in units 421 thru 427 -Fix latches for trashroom doors and maintain the 2hr separation around trash door frame penetrations -Unit #428 needs trap wraps for both the lav and kitchen sink(Kit. sink not plumbed yet) -floor to shower transition does not comply and electrical wiring hanging out of kitchen wall not connected to anything -Install closer,latch, sweep,&threshold @ elev.lobby doors -Fire stop ceiling&wall penetrations in phase two mechanical room -Check electrical room door and electrical panels -Unit 443 needs complying floor to shower transition -Install AOR signage in corridors 3rd&4th floors -Fire stop penetrations in rated wall of magic pac in#327 ' -Fix hole in ceiling in unit#325 '� **Phase 11 lst and 2nd floors including common areas,not inspected to date** I 6/15/15 Temp C/O conditions: ** See conditions of Temp GO in the plan review file#32** µ w ;Re�p�rt�Tame: Printed: 3/30/2015 Inspection Remarks City of Eagan Pa e: 1 Inspection Remarks g Permit: EA125051 Permit Type: Building Site Address: 4232 Blackhawk Rd **For ALL previous remarks;please go to G drive: Building Inspections�Building Inspection Issues�20151Eagan Pointe Senior Living.** 1/14/15 Framing corrections CN:(reinspect corrections from attic catwalk) -Provied truss fixes for the misaligned trusses @ the roof peak where gusseting is required DONE CN -Redo framing @ the valley/hip connection between the trash chute&elevator shaft in the west wing(per engineers revised detal) DONE CN -Continue the Fire Wall assembly through the attic area to the bottom of the roof deck DONE CN � -Install 5/8"type X gyp board to the underside of the roof deck to meet the 4'space required to be fire rated adjacent to the Fire Wall termination.DONE CN 1/2U15 Framing corrections CN: -Provide engineer's judgement concerning the colwnn bracket to beam connection,Two bolts on each bracket are missing *WAITING FOR ENGINEERS NDGEMENT*-DONE CN 1/2l/15 Roof trusses Cn:(completed all truss inspections within"Phase 2") -There are various corrections to be made to bracing,nailing and truss fixes.A record of this is with Matt(framing foreman)or Nick with the GC.A reinspection will be necessary*SEE CORRECTIONS DATED 1/14/15 ALSO* 1/28/15 Unit framing CN: All applicable units: -Rock dead space wa11s common with the corridors and party walls -Inspect framing and insulation @ magic pac rooms 2/2/15 Unit insulation CN: Units 319&320: -Insulate unit separation and corridor walls-DONE CN 2/2/15 Unit framing CN: Units 307,308,316&317: -DONE CN -Install canted deck beams per the plan details Units 207,208,215,&216:-DONE CN -Install canted deck_beazns p.er.the plan details DONE CN Room#251(fitness room): -Fix L12 header, (3) 117/8"Micro's.req'd-DONE CN -Fire stop wire and pipe penetrations thru top and bottom plates-DONE CN Room 260A: -Fire stop wire penetrations thru top and bottom plates-DONE CN 2/5/15 Unit framing CN: Unit 107: -Install canted deck beams-DONE CN -Fire stop penetrations-DONE CN -Seal penetrarions in draft stopping-DONE CN -Fire stop 3"plumbing practice hole in precast plank(closet)-DONE CN Unit 108: -Install canted deck beams-DONE CN -Fire stop practice holes in top plate next to the shower vent-DONE CN -Fire stop 3"plumbing practice hole in precast plank next to shower vent-DONE CN -Fire stop cast pipe penetrations @ floor level-DONE CN -Fire stop sprinkler pipe @ celing level fire block-DONE CN 2/9/15 Framing CN: -Complete framing and fire blocking in mail room ,_ Repc�rt Name: Clt3' Of Eagall Printed: 3/30/2015 �Inspection Remarks Page: 2 Inspection Remarks Permit: EA125051 Permit Type: Building Site Address: 4232 Blackhawk Rd -Complete plumbing r/i's @ rooms 166 and 167(toilet rooms) 2/10/15 Framing CN(for all applicable units) : -Install flashing to all decks prior to installing decking -Make sure all pocketed beams have full bearing beneath them 2/20/15 Framing ML,: -Stud at Magicpak Room 335.DONE,ML -Cantilever deck detail incomplete Room 336.DONE,ML 2/24/15 Framing CN: -Dinning Room attics will all require attic accesses DONE CN -Fix conidor rim board that was cut(smiley face cut into rim board)in phase 2,3rd floor.Floor joist beazing has been comprimised DONE CN 3/2/15 Cortections CN: Unit 41 S: -Fix sheetrock cut outs @ rated unit separation wall DONE CN -Fire caulk water closet supply line @ rated unit separation wall DONE CN Unit 427: -Install missing wall studs(approximately 4 studs missing)DONE CN Room 460 A: -Firestop dryer vent penetrations @ rate wall assembly Attic catwalk: -Consult the architect for a framing detail @ the roof valley/ridge connection adjacent to the Fire Wall DONE CN -Install intermediate rails on both catwalk stairs DONE CN 3/12/15 Framing corrections CN , Unit 142: -Fix damaged exterior sheathing and replace the dislodged stud DONE CN Units 138, 139,& 140: -Fix 3 gang headers @ unit entrance doors.One of the 2 X 10's has been separated from the other two.DONE CN 3/12/15 Framing corrections ML -Add titan anch ors m bottom plate m rooms 134,135, 136& 137. DONE CN -Add LVL headers at Beauty Salon,2nd floor.DONE CN 3/13/15 Fire stopping Unit 309: -Check fire stopping @ water closet supply line 3/13/15 Framing corrections: Unit#325: -Provide engineering for cantilevered deck beam that has 8 addition 2'X12"s ganged together to achieve the proper width of the deck.ENGINEERING RECEIVED:(add three thru bolts connecting all ten of the framing members) DONE CN -Provide engineered fix for top chord bearing on common room beams on levels 2 and 3.(full bearing not achieved do to actual beam placement during construction).ENGINEERING RECEIVED AND INSPECTIONS DONE CN 3/16/15 Fraxning corrections CN: -Install Fire Wall extensions thru the soffits.DONE CN -Fix cut mono roof truss bracing within the dining room areaDONE,ML -Complete the shear wall in unit #136.DONE CN -Install the required Titan fasteners to all 1 st floor shearwall wall sole plates per Section detail 2/5404.(48"oc and within 12"of .: �te�tfrt Name: Cl� Of Eagan Printed: 3/30/2015 Inspection Remarks Page: 3 Inspection Remarks . Permit: EA125051 Permit Type: Building Site Address: 4232 Biackhawk Rd the end of the sole plates).DONE ML 3/17/15 Framing correction.ML -Unit 136 complete nailing of shearwall next to tub surround.DONE CN 3/19/15 Framing corrections CN: Room 157(employee lounge) -Fix gaps around the triangular shaped dead space fire blocking(ceiling level)DONE,ML -Install missing fire blocking @ the elongated double wall dead space(ceiling level)DONE,ML -Fire stop plumbing pipe penetrations thru bottom plateDONE,ML -Fire stop the open ends of the electrical conduits penetrating the floor in the elongated dead space DONE CN Stair enclosure"C" -Repair damage gyp board(holes)in the rated wall assembly DONE CN Room 154(Pub) -Fire stop cast plumbing pipe penetrations @ floor and ceiling levels DONE,ML -Fire stop all additional penetrations as well DONE,ML -Remove foam @ column fire stopping and replace with code complying fire stopping material(ceiling level)DONE,ML -Complete the installation of the partially driven Titan plate anchor(beneath the frame duct opening)DONE,ML 3/23/15 Framing corrections ML: -Add blocking under beam carrying roof vaulted trusses east side dining.DONE,ML -Add nut and tighten another on west side hold downs.Check bolt positioning in hold downs.DONE,ML ' -Add nail plate and firecaulk to plmg vent pipe in dining room.DONE,ML I -Fasten a11 LVL's per manufacturer's specs.DONE CN -Add full bearing of roof truss on beams throughout dining azea(truss design sign oi�DONE,ML(letter from truss engineer) 3/26/15 Firestopping and Sheetrock CN: -Firestop I beam and bracket membrane penetrations in elevator"B"shaft enclosure(2 hr shaft) -Grease shaft rock completed except where shaft support brackets are to be installed(contractor to provide photos or call for inspection when completed) 3/27/15Insulation and framing CN: — ___ _ _ _—.._.- --------- - -Front entry vestibule framing and insulation not ready 3/30/15 Dining room area framing CN: -Private duung rm(#163)elec,r/i not completed -All shear walls need to be inspected in the main and private dining rooms 4232 Blackhawk Road — Eagan Pointe Senior Living— Permit #125051 12/5/14 Sheathing CN: - Nail off sheathing @ wall sections getween patio doors on the third and forth floor (east elev, north of dining hall) - Sheath the gable end on the north elevation - Cut back all interior walls where the intersect with the exterior sheathing plane and cut back installed sheathing @ least one stud bay and overlap the areas with Densglass sheathing ** Ok to install house wrap (Tyveck) if adequate pictures are provided during the next inspection ** 12/29/14 Partial framing (roof trusses in Area#2 "Phase 1") -There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary. - CORRECTIONS DONE 1/7/15 12/30/14 Partial framing(roof trusses in Area #2 - "Phase 1") -There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary. CORRECTIONS DONE 1/13/15 12/31/14 Partial framing(roof trusses in Area#2 - "Phase 1") -There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC (Area #2 initial truss inspections have been completed). Reinspections for all sections of Area #2 will be necessary. CORRECTIONS DONE 1/13/15 12/31/14 Partial framing(roof trusses on the east side of Area#1- "Phase 1") -There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary. CORRECTIONS DONE 1/13/15 1/5/15 Partial framing(roof trusses on the west side of area#1- "Phase 1") -There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary. Contractor will need to install all required diagonal roof truss bracing. CORRECTIONS DONE 1/13/15 1/8/15 Partial framing(elevator shafts) - Shaft framing ok- door opening header trimmers need to be checked for compliance with the relevant structural sheets 1/14/15 Framing corrections CN: - Provied truss fixes for the misaligned trusses @ the roof peak where gusseting is required - Redo framing @ the valley/hip connection between the trash chute & elevator shaft in the west wing (per engineers revised detal) - Continue the Fire Wall assembly through the attic area to the bottom of the roof deck - Install 5/8" type X gyp board to the underside of the roof deck to meet the 4' space required to be fire rated adjacent to the Fire Wall termination. 1/15/15 Framing corrections CN: - Finish framing columns and benches in the billard room (476). 4232 Blackhawk Road — Eagan Pointe Senior Living— Permit #125051 - Fix dead space fire blocking in dead space adjacent to room 417. DONE, ML - Fix dead space fire blocking in dead space adjacent to room 419 and fix L8 header @ the �' X6' window opening DONE, ML- and verify that the single ply girder. NOT DONE - Fix dead space fire blocking in dead space adjacent to room 420 and fix L8 header @ the 3' X 6' window opening. DONE, ML -Add the required trimmers at rough openings on the 2nd and 3rd flloor "elevator shaft A" . DONE ON THIRD FL. ONLY 1/20/15 Framing corrections CN: Unit 301: - Fix firestopping in dead space adjacent to the shower DONE, ML -Add squash blocking to bearing per plan DONE, ML - Draft stop all penetrations thru partitions above ceiling level DONE, ML - Fire stop sprinkler line practice hole thru top plates in corridor DONE, ML Unit 302: - Firestop penetrations thru top plates adjacent to the magic pack DOEN, ML -Add squash blocking to bearing per plan DONE, ML - Fix span exeeding 24" on center between floor truss that was thrown off layout DONE, ML - Draft stop all penetrations thru partitions above ceiling DONE, ML Unit 303: - Provide engineering fix for missing sheet rock @ shearwall above ceiling---WAITING--- -Add squash blocking to bearing per plan DONE, ML - Draft stop all penetrations thru partitions above ceiling DONE, ML - Firestop electrical cable and wires on both sides of the corridor between units 303 & 304 DONE, ML Unit 304: - Draft stop all penetrations thru partitions above ceiling DONE, ML - Fix span exeeding 24" on center between floor truss that was thrown off layout DONE, ML Unit 305: -Add nailing plate(s) to broken top plate @ kitchen stubwall DONE, ML - Fix gaps in deadspace near shower DONE, ML - Continue the fire partition assembly (gyp board)thru the dead space on two applicable sides DONE, ML - Install draft stopping DONE, ML - Draft stop all penetrations thru partitions above ceiling DONE, ML -Add squash blocking to bearing per plan DONE, ML Unit 306: - Draft stop all penetrations thru partitions above ceiling DONE CN -Add squash blocking to bearing per plan DONE CN - Fix dead space fire blocking DONECN - Continue the fire partition assembly (gyp board)thru the dead space on two applicable sides NOT DONE - Install draft stopping above ceiling @ partition separating this unit and the card room DONE CN 1/21/15 Framing corrections CN: I Unit 374 (toilet room): - Draft stop exhaust fan duct penetration above ceiling DONE CN Unit 373 : 4232 Blackhawk Road — Eagan Pointe Senior Living— Permit #125051 - Get truss fix for broken floor truss (bearing end) *WAITING FOR FIX* - Fire stop sprinkler pipe @ top and bottom plates DONE CN - Fire stop practice hole through floor deck above trash enclosure DONE CN Unit 372 (mech. room): - Fire stop penetrations through top plates DONE CN Unit 371: - Complete fire caulking DONE CN Unit 376 (card room): - Provide engineer's judgement concerning the column bracket to beam connection, Two bolts on each bracket are missing *WAITING FOR ENGINEERS JUDGEMENT* 1/21/15 Roof trusses Cn: (completed all truss inspections within "Phase 2") -There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary*SEE CORRECTIONS DATED 1/14/15* 1/22/15 Unit framing CN: Room 360A : - Install draft stopping above fire partition DONE CN 4th fl. elevator lobby: -Add draft stopping above walls common with the adjacent unit 319 DONE CN Unit 319: -Add draft stopping above walls common with the elevator lobby DONE CN -Add squash blocking DONE CN - Fire caulk elec wire practice holes near bathroom entrance DONE CN - Fire caulk kitchen elec wire penetration thru top plate DONE CN - Infill between off layout floor trusses (28" span)to support floor load above DONE CN Unit 320: - Fire stop elec wire penetration thru top plate @ laundry closet DONE CN - Fire stop 3" practice hole @ fire partition top plate DONE CN - Draft stop penetrations NOT DONE CN -Add squash blocking NOT DONE CN 1/23/15 Unit firestopping ML: - 301-313 ok. 1/26/15 Unit framing CN: Unit 308: - Install draft stopping above ceiling @ unit partition DONE CN - Secure water lines in the kitchen stub wall and shower wall, per manufacturers specs DONE CN Uit 320: - Install (2) L8 headers @ the windows DONE CN - Install L9 header @ the patio door DONE CN - Seal draft stop penetrations in above ceiling draft stopping DONE CN -Add squash blocking for girder truss above DONE CN 4232 Blackhawk Road — Eagan Pointe Senior Living— Permit #125051 1/27/15 Unit framing CN: Unit 314: - Fire barrier issue not resolved - DONE CN Unit 315: - Fire barrier issue not resolved DONE CN Unit 316: - Fire barrier issue not resolved DONE CN - Install squash blocking DONE ML 1/28/15 Unit framing CN: Unit 201: - Draft stop penetrations @ party walls DONE CN - Rock dead space wall DONE CN Unit 203: - Draft stop penetrations @ party walls DONE CN - Fix broken fire block @ party wall DONE CN Unit 204: - Fix broken fire block @ party wall DONE CN - Replace missing fire block @ party wall DONE DN - Draft stop penetrations@ party wall DONECN U n it 205: - Draft stop penetrations@ party wall DONE CN - Replace missing fire block @ party wall DONE CN Unit 206: - Replace missing fire block @ party wall DONE CN - Rock dead space walls DONE CN All applicable units: - Rock dead space walls common with the corridors and party walls - Inspect framing and insulation @ magic pac rooms 1/14/15 Framing corrections CN: (reinspect corrections from attic catwalk) - Provied truss fixes for the misaligned trusses @ the roof peak where gusseting is required DONE CN - Redo framing @ the valley/hip connection between the trash chute & elevator shaft in the west wing (per engineers revised detal) DONE CN - Continue the Fire Wall assembly through the attic area to the bottom of the roof deck DONE CN - Install5/8"type X gyp board to the underside of the roof deck to meet the 4' space required to be fire rated adjacent to the Fire Wall termination. DONE CN 1/21/15 Framing corrections CN: - Provide engineer's judgement concerning the column bracket to beam connection,Two bolts on each bracket are missing *WAITING FOR ENGINEERS 1UDGEMENT* - DONE CN 1/21/15 Roof trusses Cn: (completed all truss inspections within "Phase 2") 4232 Blackhawk Road — Eagan Pointe Senior Living— Permit #125051 -There are various corrections to be made to bracing, nailing and truss fixes. A record of this is with Matt (framing foreman) or Nick with the GC. A reinspection will be necessary *SEE CORRECTIONS DATED 1/14/15 ALSO* 1/28/15 Unit framing CN: All applicable units: - Rock dead space walls common with the corridors and party walls - Inspect framing and insulation @ magic pac rooms 2/2/15 Unit insulation CN: Units 319 & 320: - Insulate unit separation and corridor walls- DONE CN 2/2/15 Unit framing CN: Units 307,308,316 & 317 : - DONE CN - Install canted deck beams per the plan details Units 207,208,215, & 216 : - DONE CN - Install canted deck beams per the plan details DONE CN Room #251 (fitness room): - Fix L12 header, (3) 11 7/8" Micro's. req'd - DONE CN - Fire stop wire and pipe penetrations thru top and bottom plates - DONE CN Room 260A: - Fire stop wire penetrations thru top and bottom plates - DONE CN 2/5/15 Unit framing CN: Unit 107: - Install canted deck beams - DONE CN - Fire stop penetrations - DONE CN - Seal penetrations in draft stopping- DONE CN - Fire stop 3" plumbing practice hole in precast plank (closet) - DONE CN Unit 108: - Install canted deck beams- DONE CN - Fire stop practice holes in top plate next to the shower vent- DONE CN - Fire stop 3" plumbing practice hole in precast plank next to shower vent- DONE CN - Fire stop cast pipe penetrations @ floor level - DONE CN - Fire stop sprinkler pipe @ celing level fire block- DONE CN 2/9/15 Framing CN: - Complete framing and fire blocking in mail room - Complete plumbing r/i's @ rooms 166 and 167 (toilet rooms) , 2/10/15 Framing CN (for all applicable units) : II - Install flashing to all decks prior to installing decking - Make sure all pocketed beams have full bearing beneath them 4232 Blackhawk Road — Eagan Pointe Senior Living— Permit #125051 2/20/15 Framing ML: -Stud at Magicpak Room 335. DONE, ML - Cantilever deck detail incomplete Room 336. DONE, ML 2/24/15 Framing CN: - Dinning Room attics will all require attic accesses DONE CN - Fix corridor rim board that was cut (smiley face cut into rim board) in phase 2, 3rd floor. Floor joist bearing has been comprimised DONE CN 3/2/15 Corrections CN: Unit 415 : - Fix sheetrock cut outs @ rated unit separation wall DONE CN - Fire caulk water closet supply line @ rated unit separation wall DONE CN Unit 427 : - Install missing wall studs (approximately 4 studs missing) DONE CN Room 460 A : - Firestop dryer vent penetrations @ rate wall assembly Attic catwalk : - Consult the architect for a framing detail @ the roof valley/ridge connection adjacent to the Fire Walt DONE CN - Install intermediate rails on both catwalk stairs DONE CN 3/12/15 Framing corrections CN Unit 142: - Fix damaged exterior sheathing and replace the dislodged stud DONE CN Units 138, 139, & 140: - Fix 3 gang headers @ unit entrance doors. One of the 2 X 10's has been separated from the other two. DONE CN 3/12/15 Framing corrections ML -Add titan anchors in bottom plate in rooms 134,135, 136 & 137. DONE CN -Add LVL headers at Beauty Salon, 2nd floor. DONE CN 3/13/15 Fire stopping Unit 309 : - Check fire stopping @ water closet supply line 3/13/15 Framing corrections: Unit# 325: - Provide engineering for cantilevered deck beam that has 8 addition 2' X12"s ganged together to achieve the proper width of the deck. ENGINEERING RECEIVED : (add three thru bolts connecting all ten of the framing members) DONE CN - Provide engineered fix for top chord bearing on common room beams on levels 2 and 3. (full bearing not achieved do to actual beam placement during construction). ENGINEERING RECEIVED AND INSPECTIONS DONE CN 4232 Blackhawk Road — Eagan Pointe Senior Living— Permit #125051 3/16/15 Framing corrections CN: - Install Fire Wall extensions thru the soffits. DONE CN - Fix cut mono roof truss bracing within the dining room areaDONE, ML - Complete the shear wall in unit #136. DONE CN - Install the required Titan fasteners to all 1st floor shearwall wall sole plates per Section detail 2/S404. (48" oc and within 12" of the end of the sole plates). DONE ML 3/17/15 Framing correction. ML - Unit 136 complete nailing of shearwall next to tub surround. DONE CN 3/19/15 Framing corrections CN: I�, Room 157 (employee lounge) �' - Fix gaps around the triangular shaped dead space fire blocking (ceiling level) DONE, ML - Install missing fire blocking @ the elongated double wall dead space (ceiling level) DONE, ML - Fire stop plumbing pipe penetrations thru bottom plateDONE, ML - Fire stop the open ends of the electrical conduits penetrating the floor in the elongated dead space DONE CN Stair enclosure "C" - Repair damage gyp board (holes) in the rated wall assembly DONE CN Room 154 (Pub) - Fire stop cast plumbing pipe penetrations @ floor and ceiling levels DONE, ML - Fire stop all additional penetrations as well DONE, ML - Remove foam @ column fire stopping and replace with code complying fire stopping material (ceiling level) DONf, ML -.Complete the installation of the partially driven Titan plate anchor (beneath the frame duct opening ) DONE, ML 1 GC0alL , For Office Use 1,1 i i Permit#: /539 I 7 ,,,,,.. .., ,„0 :: E AGA N 1 Permit Fee: vCC 0 Date /.''�5-�q Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 p / (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 W.A.) 1 `�1 Staff: buildinoinspectionsc citvofeaoan.com L. y , 2019 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 1' 11 tt� "1 Site Address: 2 1�tcs,c,k k, (J &oav- mry s31--e Tenant: Z S Po nte St L.;v,'nr� Suite#: O Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components I f x '',"4:"."'-'` Name: SJ.- w �^�.N.: Phone ;�� NST' � 1t-ii ��_��-�-.�.� __� _��..� ° a t Address/City/Zip: S(45 S,rta rhetn-ur4 (.4w p - L'''' Applicant is: Owner _�QContractor : , , Description of work: J(.ck . 3 •C:re. Cthir holrke.cL k` Construction Cost: 1,Stsv Estimated Completion Date: �w Name: le.t..kri z. Pit-e-4- bec.Jr�:AN 5.rti_ License#: Exto 3,b3 ,1,04,,,,,..4N ° Address: 4q? 000.. c.,,,..,1/4. City: 17-67 14 m State: A?'1+U a� ( rc) � - I Zip: S 7 Phone: S'�l Sti 3S'Z '4 Contact: Email: P c)ljar-kz,�, e F-S4/"N.L,cw• , , _New Remodel \,°A.1./J° ddition Other: a : , Alterations DESCRIPTION OF WORK: n Commercial _Residential _Educational /V FEES O 171(tir1 fl AA Contract Value$ I SZ0 x.01 $60.00 Permit Fee Minimums be rJ 7-c• =$ & 0 Permit Fee Surcharge=Contract Value x$0.0005 =$ •-7 5� Surcharge* If the project valuation is over$1 million, please call for Surcharge =$ Goa"c TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this ist 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 approve. • •n in the case of work which requires a review and ap val of plans. x 'r• v7oev5 x � ^ ife,"4°-""--- App cant's Printed Name App,,r•nt s 5ignatur ,•grik..„y ! �`� 117111 � ,. �� :�f p�•��f ��° j,�elf�� i�. ��`ft � - ? �..A.,"'''':.1":',:! �� ,�,.r��i." �.� '` T � '�> ..'