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012214 Item 7 Attachment REPORT OF INSPECTION PROCEDURES AND RESULTS FOR ' DETERMINING QUALIFICATIONS OF A TAX INCREMENT FINANCING DISTRICT AS A REDEVELOPMENT DISTRICT Public Works TIF District Richfield,Minnesota LHB Project No. 130637.00 January 9,2014 �;� ; - � _ �� _ , �--� �� s' �` ...��s��± �-,�' � z•�#:�,�,�, ` �s�� '� ,, �k = � �r � �� x t : t,., -_"'-"„o.."_".;'-- �—�-�"�'Z\�r �.• .'r$q`.: �i .- � \ �x �t .-� .'�:�i �'9 ( `i�_ .. , .,��ry-.c��a.�r.1]��'��'"{;�'��• �� ,. ; _ �:- �,��} _ .. �r� - � � � f � # � .. r = F 3.�� , t $�!_ i � rl� i � �;�� ;�:, � :,, £`� ;� ��,��''�/�/ ;�,�> t,� 4� �'� ,� - �_�,..,�� '�1' f��*"• � � � _� 9�� A :t R i+ �0 • - . �y:� , �' t.�� , Jy*..,.li� :�r • �L p ,,q�s . � Y•�` 1 — .._ ... f �h 4 ' � � Prepared Far The City of Richfield Prepared by '1 LHB, Inc. 701 Washington Avenue North, Suite 200 Minneapolis, Minnesota 55401 I I il III III� TABLE OF CONTENTS PART1 —EXECUTIVE SUMMARY..........................................................................................3 Purposeof Evaluation............................................................................................3 Scopeof Work .......................................................................................................4 Conclusion.............................................................................................................4 PART 2—MINNESOTA STATUTE 469.174, SUBDIVISION 10 REQUIREMENTS .............4 A. Coverage Test ..................................................................................................5 B. Condition of Buildings Test............................................................................. 5 PART3 —PROCEDURES FOLLOWED .....................................................................................6 PART4 —FINDINGS....................................................................................................................6 A. Coverage Test ..................................................................................................6 B. Condition of Building Test.............................................................................. 8 1. Building Inspection............................................................................. 8 2. Replacement Cost................................................................................ 8 3. Code Deficiencies ............................................................................... 8 4. System Condition Deficiencies...........................................................9 C. Distribution of substandard structures........................................................... 10 PART5 - TEAM CREDENTIALS ............................................................................................. 11 APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code and Condition Deficiencies Reports APPENDIX C Building Replacement Cost Reports Code Deficiency Cost Reports Photographs Page 2 PART 1 —EXECUTIVE SUMMARY PURPOSE OF EVALUATION LHB was hired by the City of Richfield to inspect and evaluate the properties within a Tax Increment Financing Redevelopment District ("TIF District") proposed to be established by the City. The proposed TIF District is located immediately South of 76t" Street on the West side of Pillsbury Avenue, bisected by 77t�' Street (Diagram 1). The purpose of LHB's work is to determine whether the proposed TIF District meets the statutory requirements for coverage, and whether five buildings on six parcels, located within the proposed TIF District, meet the qualifications required for a Redevelopment District. `,s� „� tt q, };� , '�r�:..�,.,�r.�, ; ,� ;'° _ , ,�.'�.�, _. , � li 76th Street :�* �,� ..w. .. �w,., '� �� + t _ }�� , ��_� 1 �� 3 �� € .��: � � � � � � �: R � �� i� , •�,-;q , 4 ,» �.- � � , �� , � ; � �� -�, ,� � , � �q�� _�! 2 i �-. � E �� ( �� F` �t`, �'',, { 1....,. �}'� . 3'�i'� C7�� II � ' i y �4! :' " 5A 5B �� =�' - , F , �� J� 3� � ` �� , �� r , � � � � r� . f� �t ; �� jq � �� .LL ax y"� .i�� ( , i�Zr ,. ��,;,, � � � ��.� r} ��. `�� , . �P� n� e ,..:.� '.. s, ..\ . 4'1�..� � -� .;��,. . � t"rtrRr=r, ...wn�`v'� .�:. i;r"i� tra'a' � ._-; .��.,�': � f� �� F �._y � �' �.. . . �� - �� .� ��rt'�i � �� #' - °�. ', 6 � � P . , , t; '� �`# �� t�lE � f� y�_ � µ��-0� � � �� F �� ' � � �:. '; _. Diagram 1 —Proposed TIF District Page 3 SCOPE OF WORK The proposed TIF District consists of six (6) parcels with five (5) structures. The buildings were inspected on December 4, 2013. Building code and Condition Deficiency reports are located in Appendix B. CONCLUSION After inspecting and evaluating the properties within the proposed TIF District and applying current statutory criteria for a Redevelopment District under Minnesota Statutes, Section 469.17�t, Subdivision 10, it is our professional opinion that the proposed TIF District qualifies as a Redevelopment District because: • The proposed TIF District has a coverage calculation of 95 percent which is above the 70 percent requirement. ', • 80 percent of the buildings are structurally substandard which is above the 50 percent I�! requirement. • The substandard buildings are reasonably distributed throughout the geographic area of the proposed TIF District. The remainder of this report describes our process and findings in detail. PART 2—MINNESOTA STATUTE 469.174, SUBDIVISION 10 REQUIREMENTS The properties were inspected in accordance with the following requirements under Minnesota Statutes, Section 469.174, Subdivision 10(c), which states: Interior Inspection "The municipality may not make such determination [that the building is structurally substandard] without an interior inspection of the property..." Exterior Inspection and Other Means "An interior inspection of the property is not required, if the municipality finds that (1) the municipality or authority is unable to gain access to the property after using its best efforts to obtain permission from the party that owns or controls the property; and (2) the evidence otherwise supports a reasonable conclusion that the building is structurally substandard." Documentation "Written documentation of the findings and reasons why an interior inspection was not conducted must be made and retained under section 469.175, subdivision 3(1)." Page 4 Qualification Requirements Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) requires two tests for occupied parcels: A. Coverage Test ..."parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, or paved or gravel parking lots" The coverage required by the parcel to be considered occupied is defined under Minnesota Statutes, Section 469.174, Subdivision 10(e), which states: "For purposes of this subdivision, a parcel is not occupied by buildings, streets, utilities, or paved or gravel parking lots unless 15 percent of the area of the parcel contains building, streets, utilities, or paved or gravel parking lots." B. Condition of Buildings Test ..."and more than 50 percent of the buildings, not including outbuildings, are structurally substandard to a degree requiring substantial renovation or clearance;" 1. Structurally substandard is defined under Minnesota Statutes, Section 469.174, Subdivision 10(b), which states: "For purposes of this subdivision, `structurally substandard' shall mean containing defects in structural elements oz• a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance." a. We do not count energy code deficiencies toward the thresholds required by Minnesota Statutes, Section 469174, Subdivision 10(b)) defined as "structurally substandard", due to concerns expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. 2. Buildings are not eligible to be considered structurally substandard unless they meet certain additional criteria, as set forth in Subdivision 10(c) which states: "A building is not structurally substandard if it is in compliance with the building code applicable to new buildings or could be modified to satisfy the building code at a cost of less than 15 percent of the cost of constructing a new structure of the same square footage and type on the site. The municipality may find that a building is not disqualified as structurally substandard under the preceding sentence on the basis of reasonably available evidence, such as the size, type, and age of the building, the average cost of plumbing, electrical, or structural repairs, or other similar reliable evidence." "Items of evidence that support such a conclusion [that the building is not disqualified] include recent fire or police inspections, on-site property appraisals or Page 5 housing inspections, exterior evidence of deterioration, or other similar reliable evidence." LHB counts energy code deficiencies toward the 15 percent code threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c)) for the following reasons: • The Minnesota energy code is one of ten building code areas highlighted by the Minnesota Department of Labor and Industry website where minimum construction standards are required by law. • The index page of the 2007 Minnesota Building Code lists the Minnesota Energy Code as a "Required Enforcement" area compared to an additional list of"Optional Enforcement" chapters. • The Senior Building Code Representative for the Construction Codes and Licensing Division of the Minnesota Department of Labor and Industry confirmed that the Minnesota Energy Code is being enforced throughout the State of Minnesota. • In a January 2002 report to the Minnesota Legislature, the Management Analysis Division of the Minnesota Department of Administration confirmed that the construction cost of new buildings complying with the Minnesota Energy Code is higher than buildings built prior to the enactment of the code. • Proper TIF analysis requires a comparison between the replacement value of a new building built under current code standards with the repairs that would be necessary to bring the existing building up to current code standards. In order for an equal comparison to be made, all applicable code chapters should be applied to both scenarios. Since current construction estimating software automatically applies the construction cost of complying with the Minnesota Energy Code, energy code deficiencies should also be identified in the existing structures. PART 3 —PROCEDURES FOLLOWED LHB was able to inspect four of the five buildings during the day of December 4, 2013. The inspector did not have access to the interior of the single family home on par•cel no. 3 on December 4th. It was later decided that inspection of that structure would not be necessary based on the substandard condition of the remaining buildings in the proposed TIF District. PART 4—FINDINGS A. Coverage Test 1. The total square foot area of each parcel in the proposed TIF District was obtained from City records, GIS mapping and site verification. Page 6 2. The total square foot area of buildings and site improvements on the parcels in the proposed TIF District was obtained from City records, GIS mapping and site verification. 3. The percentage of coverage for each parcel in the proposed TIF District was ��, computed to determine if the 15 percent minimum requirement was met. The total I square footage of parcels meeting the 15 percent requirement was divided into the total square footage of the entire district to determine if the 70 percent requirement was met. Finding: The proposed TIF District met the coverage test under Minnesota Statutes, Section 469.174, Subdivision 10(e), which resulted in parcels consisting of 95 percent of the area of the proposed TIF District being occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures (Diagram 2). This exceeds the 70 percent area coverage requirement for the proposed TIF District under Minnesota Statutes, Section 469.174, Subdivision (a) (1). t- k �� '� ... �.-�� f 8>E`� ' �'�3:-_�iWiN.. � 76th Street � � � a. . y v � 'tw 6 � ��'� � � � 'S� 3 P�`�y' ...��, �� „�f:� : ��I � ° .... . � � ' � r-- 4 ��> ; �,2; . �� .-4', �_' 6 ; 2� � s�� .r�, E E ,-'�`�-� , �� a . t� �� I �� • ��' � • � � � ��- �' �� ; , , _. a � ,+� ,. � '�� sa � s6 �� _°� .�cIR 't� ? =ip. . � a � �� 5� � { - � �,�'•"� '� � ,. � �.. T'� .I � � � ,�.-. � �� ` n ,�� 3, , , t u. � ,� �,�_1 E�. .�,�`, � ;., � ;� �� :�,-,.��,�� . �__ � 77th 3treef ' � �..'�'.:� }� �. ��:�k ;, 4,f, , 6 �.�. � '�o. .,� �� F _ _ y 11 � t.'�'e , '�:. . � �� ES��E �r I{ � . t � ,r' � _ 1 ` , r � �. � �_ Diagram 2 —Coverage Diagram Shaded area depicts a parcel more than I S percent occupied by buildings,streets,utilities, Paved or gravel parking lots or other similar structures Page 7 B. Condition of Building Test 1. Building Inspection The first step in the evaluation process is the building inspection. After an initial walk-thru, the inspector makes a judgment whether or not a building "appears"to have enough defects or deficiencies of sufficient total significance to justify substantial renovation or clearance. If it does, the inspector documents with notes and photographs code and non-code deficiencies in the building. 2. Replacement Cost The second step in evaluating a building to determine if it is substandard to a degree requiring substantial renovation or clearance is to determine its replacement cost. This is the cost of constructing a new structure of the same square footage and type on site. Replacement costs were researched using R.S. Means Cost Works square foot models for 2013. A replacement cost was calculated by first establishing building use (office, retail, residential, etc.), building construction type (wood, concrete, masonry, etc.), and building size to obtain the appropriate median replacement cost, which factors in the costs of construction in Richfield, Minnesota. Replacement cost includes labor, materials, and the contractor's overhead and profit. Replacement costs do not include architectural fees, legal fees ar other "soft" costs not directly related to construction activities. Replacement cost for each building is tabulated in Appendix A. 3. Code Deficiencies The next step in evaluating a building is to determine what code deficiencies exist with respect to such building. Code deficiencies are those conditions for a building which are not in compliance with current building codes applicable to new buildings in the State of Minnesota. Minnesota Statutes, Section 469.174, Subdivision 10(c), specifically provides that a building cannot be considered structurally substandard if its code deficiencies are not at least 15 percent of the replacement cost of the building. As a result, it was necessary to determine the extent of code deficiencies for each building in the proposed TIF District. The evaluation was made by reviewing all available information with respect to such buildings contained in City Building Inspection records and making interior and exterior inspections of the buildings. LHB utilizes the current Minnesota State Building Code as the official code for our evaluations. The Minnesota State Building Code is actually a series of provisional codes written specifically for Minnesota only Page 8 requirements, adoption of several international codes, and amendments to the adopted international codes. After identifying the code deficiencies in each building, we used R.S. Means Cost Works 2013; Unit and Assembly Costs to determine the cost of correcting the identified deficiencies. We were than able to compare the correction costs with the replacement cost of each building to determine if the costs for correcting code deficiencies meet the required 15 percent threshold. Finding: Four (4) out of five (5) buildings (80 percent) in the proposed TIF District contained code deficiencies, exceeding the 15 percent threshold required by Minnesota Statutes, Section 469174, Subdivision 10(c). Complete Building Code and Condition Deficiency reports for the buildings in the proposed TIF District can be found in Appendix B of this report. 4. System Condition Deficiencies ', If a building meets the minimum code deficiency threshold under Minnesota Statutes, '� Section 469.174, Subdivision 10(c), then in order for such building to be "structurally substandard" under Minnesota Statutes, Section 469.174, Subdivision 10(b), the building's defects or deficiencies should be of sufficient total significance to justify "substantial renovation or clearance." Based on this definition, LHB re-evaluated each of the buildings that met the code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), to determine if the total deficiencies warranted "substantial renovation or clearance" based on the criteria we outlined above. System condition deficiencies are a measurement of defects or substantial deterioration in site elements, structure, exterior envelope, mechanical and electrical components, fire protection and emergency systems, interior partitions, ceilings, floors and doors. The evaluation of system condition deficiencies was made by reviewing all available information contained in City records, and making interior and exterior inspections of the buildings. LHB only identified system condition deficiencies that were visible upon our inspection of the building or contained in City records. We did not consider the amount of "service life" used up for a particular component unless it was an obvious part of that component's deficiencies. After identifying the system condition deficiencies in each building, we used our professional judgment to determine if the list of defects or deficiencies are of sufficient total significance to justify "substantial renovation or clearance." Finding: In our professional opinion, four (4) out of five (5) buildings (80 percent) in the proposed TIF District are structurally substandard to a degree requiring substantial Page 9 renovation or clearance, because of defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance. This exceeds the 50 percent requirement of Subdivision l 0a(1). C. Distribution of substandard structures Much of this report has focused on the condition of individual buildings as they relate to requirements identified by Minnesota Statutes, Section 469.174, Subdivision 10. It is also important to look at the distribution of substandard buildings throughout the geographic area of the proposed TIF District (Diagram 3). Finding: The substandard buildings are reasonably distributed throughout the geogi•aphic area of the proposed TIF District. _,'. . .�� '��- "� �� '; ��_,� ,_. �� i ��.� � 76th Street �� i� 3; 4��i' � '�� s 1 �� ` � �,�` :,. , ,4 } -t;-- yg w�.�, �' �1' �d 9 � ��• e- `1 "�`�• �. ?�� . ,.p-.,: . � . ..f. �� i.�. _ � � � _ _ �� l� � , , , a c�4 r, • �: SA � 56 ��'�� ° 2� _ K , —�4 �.. 5 a •� I E � �� , s.a , � ~ .1 . F r � � -� „� � � tr . f r �� 'f •'�n � � '��j'k,,� '° � , ,�, �� -�,-�-�.•,= ..- '.� IJ1h�5treet �'• Y �` _�� _��, MI' , ��'bC," .. � '��P�I�R `it ��fi�� ,'IJ !�` if �= � k F�f ' � . i � �, f � �� , g� - �� Diagram 3 - Substandard Buildings Shaded area depicts parcels with substandard buildings Page 10 PART 5 - TEAM CREDENTIALS Michael A. Fischer,AIA, LEED AP-Project Principal/TIFAnalyst Michael has twenty-four years of architectural experience as project principal, project manager, project designer and project architect on municipal planning, educational, commercial and governmental projects. He is a Senior Vice President at LHB and currently leads the Minneapolis office. Michael completed a two-year Bush Fellowship at the Massachusetts Institute of Technology in 1999, earning Masters Degrees in City Planning and Real Estate Development. Michael has served on over 35 committees, boards and community task forces, including a term as a City Council President, Chair of a Metropolitan Planning organization, and most recently, Chair of the Planning Commission in Edina, Minnesota. He was one of four architects in the country to receive the National "Young Architects Citation" from the American Institute of Architects in 1997. Phil Wauglz —Project Man�ger/TIFAnalyst Phil is a project manager with 13 years of experience in historic preservation, building investigations, material research, and construction methods. He previously worked as a historic preservationist and also served as the preservation specialist at the St. Paul Heritage Preservation Commission. Currently, Phil sits on the Board of Directors for the Preservation Alliance of Minnesota. His current responsibilities include project management of historic preservation projects, performing building condition surveys and analysis, TIF analysis, writing preservation specifications, historic design reviews, writing Historic Preservation Tax Credit applications, preservation planning, and grant writing. M:U3Proj\130637\400 Design\406 Reports\TIF Report\Final Report\Richfield Public Works Redevelopment TIF Analysis 1-9-13.doc APPENDICES APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code and Condition Deficiencies Reports APPENDIX C Building Replacement Cost Reports Code Deficiency Cost Reports Photographs Page 11 APPENDIX A Property Condition Assessment Summary Sheet I �+ ' rn Z oo �n � t W mp ifl ifl �»- � � N V � C � � 'V � c o oro � o � '� d � � � � p � y � W � N m � o U O � F- 01 M � Q� O � Q U (�p Z O O � 'a � C � V3 EA FR � V �.+ (� C � O O O O L a C N N 1� d G� � � � � � V CO � '' � d y a0 W (O �fi N � �'�.. U O `- F O� M V r I m �U � O C � � � � � � y N N �( � � O C O �p O � � O � c- N N Z �� m C � .? � Ol�'� I� h (") � O � C LL � (O � I� m � \ � � N N � p c0 I� � � �..' p 3 N N M � 00 V' t� � � V � (� L d a � y .ij � � d � � V d n. y o ° o 0 0 0 ` > co ° ti o o � °' o o ° d A Q, rn ° u�-� ° rn rn � � E a1 U o � N > O o y (� 16 c � d r rn r a E ^ OOCO °o o c� p 10 O tn N N o O O I� .Q M e0 M � > � � O U �' ^ o � rnrn � Qr> � Q LL. N N V V � � � N a�+ � CV � Oi O) N O � N `�-' M o0 (n V � O O O O O L N N O7 N � N � W � � W W W d = W �� W W O O O � N N N � � C C C C N — — — c R m > � U O O � O O O � � � @ � � i j � � � � � � � p _ _ _ _ _ a E _ � � � 2 N � � '� a ¢ � � ¢ r Q C � Q � c c Q O ` lfn/1 � N tn N fN/! N O L` � an. � a t co m O1 C C C O = � O O 7 = 01 C a N C�O c�9 C�O � L V d Q N C O d � f¢Y N fl� N N N (C APPENDIX B Building Code and Condition Deficiencies Reports j I I I RICHFIELD TIF DISTRICT CODE/CONDITION DEFICIENCY/CONTEXT ANALYSIS January 9,2014 Map No. &Building Name: Map No. 2 -Mortuary(with 2°a floor apartments) Address & PID: 211 West 76��' Street, PID 34-028-24-34-0070 Inspection Date(s) & Time(s): December 4, 2013, 9:45 AM January 4,2014; 12:30 PM Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: - Substantial renovation is required to correct Conditions found. - Building Code deficiencies total more than 15% of replacement cost. Estimated Replacement Cost: $1,118,962 Estimated Cost to Correct Building Code Defciencies: $ 199,550 Percentage of Replacement Cost for Building Code Deficiencies: 17.8% Description of Condition Deficiencies Minnesota Statutes, Section 469.174, Subdivision 10, states that a building is Structurally Substandard if it contains "defects in structural elements or a combination of deficiencies in essential utilities and facilities, ligl�t and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance." A.Defects in Structural Elements 1. The roof has leaks in the mortuary and apartment areas. 2. There is a large hole in the south wall of the 2°d floor apartment. 3. Floor joists in the 2"d floor apartment have been notched or cut excessively for plumbing in violation of IBC 2308.10.4.2. B. Combination of Deficiencies l. Essential Utilities and Facilities a. The building does not have an accessible entrance. Provide accessible parking stalls, signage, and path to the entry. b. Doors lack handles meeting requirements for accessibility. c. The restrooms are not accessible. d. The building lacks the plumbing fixtures required for its size and occupant load. e. The building is not connected to utilities: water, sewer, gas and electrical services are capped at the street. f. Electrical outlets at sinks, kitchen counters and garage should be GFCIs. g. All appliances are missing from apartment kitchens. 2. Li�ht and Ventilation a. Ventilation system is inadequate. Install fresh/makeup air far entire building. b. Install cambustion air for gas-fired furnaces and water heaters c. The garage lacks a system to ventilate vehicle exhaust. d. Apartment kitchen stoves lack range hoods. 3. Fire Protection/Adequate Egress a. The required 2-hour fire separation of the A-3-Occupancy on Main Level and the R Occupancy on the 2°d Floor is not provided. b. The required 2-hour fire separation of the garage and the mortuary(or 1-hour separation with a sprinkler system) is lacking. c. The plywood and wood stud partition between large west side meeting rooms does not meet Code for fire protection of combustible wall materials. d. Front door lacks an accessible approach. e. Exit doors lack panic hardware. f. Thresholds at doors exceed allowable 1/2". g. There is a greater than '/2"change in level on the outside of the door as well. h. Stair from 2°d Floor apartments does not meet requirements for size of risers and treads. i. North stair from 's'floor to basement is too steep to meet Code. j. Southwest stair from is' floor to basement: railing is too low and does not meet Code requirements far extensions. k. Guard rail at top of southwest stair does not meet Code requirements for height and spacing of balusters. ' 4. Layout and Condition of Interior Partitions/Materials i a. There are unpatched openings in walls. I b. Mortuary ceiling has numerous missing, stained and broken ceiling tiles. c. Apartment walls have many holes and breaks in the finish drywall particularly at plumbing locations. d. Carpet is stained, mildewed and torn and has been partially removed in places. e. Apartment kitchen floor sheet vinyl is stained and worn. 5. Exterior Construction a. The roof lacks adequate ventilation. b. The flat roof lacks required insulation. c. The flat roof has numerous leaks. d. The apartment roof has several large leaks and at least one significant hole. e. There are cracks and holes in the stucco wall surface. £ Many windows and door lites are broken and have been boarded up. Overview of Condition De�ciencies The building at 211 West 76r' Street is a former mortuary and funeral home with attached residential units on the north side. The mortuary building is a 1-story CMU structure with a precast concrete plank floor over a full basement. The roof structure is lightweight steel joists with steel decking. The apartment building is wood stud construction with an exterior brick veneer. The floor and roof structures are of dimensional lumber. The building has been vacant for many years. It is filled with debris and is in disrepair. It currently lacks all utility connections. Stained and moldy ceiling finishes indicate numerous holes in the roofs. In total, the defects and deficiencies in this building are of sufficient total significance to justify substantial renovation or clearance. Descrintion of Code Deficiencies l. Building lacks accessible parking stalls, signage, and path to the entry. 2. Building lacks required combustion/make up air. 3. Building lacks an exhaust system for garage. 4. 1 S`floor restrooms do not provide required accessibility: clear floor area, fixture clearances, grab bars, entry and access. 5. Building lacks an accessible drinking fountain. 6. Stairs do not meet code requirements for riser and tread size. 7. Southwest stair guard rail and handrails do not meet code for height, extensions and size of gaps between guard balusters. 8. Exit doors lack panic hardware. 9. Building lacks the required fire-rated partition and door between mortuary and garage. 10. Building lacks the required 2-hour fire separation between the residential units and the mortuary 11. Thresholds at doors exceed allowable 1/2". 12. Kitchen ranges require ducting to exterior. Energv Code In addition to the building code deficiencies,the existing building does not comply with the current energy code; however,these deficiencies are not included in the estimated costs to correct code deficiencies or listed as condition deficiencies. - Buildings exterior envelope(walls, roof and foundation walls/perimeter slab) do not have insulation with R-values needed to meet current energy code requirements. - Building's heating, cooling and lighting are not as efficient as current energy code would require. RICHFIELD TIF DISTRICT CODE/CONDITION DEFICIENCY/CONTEXT ANALYSIS January 9,2014 Map No. & Building Name: Map No. SA -Vehicle Storage Garage(west side of yard) Address &PID: Address Unassigned PID 34-028-24-34-0072 Inspection Date(s) & Time(s): December 4, 2013, 10:45 AM Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: - Substantial renovation is required to correct Conditions found. - Building Code deficiencies total more than 15% of replacement cost. Estimated Replacement Cost: $ 806,532 Estimated Cost to Correct Building Code Deficiencies: $ 180,339 Percentage of Replacement Cost for Building Code Deficiencies: 22.4% Description of Condition Deficiencies Minnesota Statutes, Section 469.174, Subdivision 10, states that a building is Structurally Substandard if it contains "defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance." A.Defects in Structural Elements 1. The roof is significantly corroded and leaks in a number of locations. 2. The corrosion of the metal roof deck is such that it is unsound. B. Combination of Deficiencies ]. Essential Utilities and Facilities a. There are no restroom facilities. b. There is no water or drain plumbing. c. The building does not have an accessible entrance. Provide accessible parking stalls, signage, and path to the entry. d. Doors lack handles meeting requirements for accessibility. e. The building is not connected to utilities: electrical services are capped at the street. f. Electrical outlets throughout garage should be GFCIs. 2. Light and Ventilation a. The garage lacks a system to ventilate vehicle exhaust. 3. Fire Protection/Adequate Egr�ss a. The building lacks the second exit(person door)required by IBC Table 1019.1. b. South door lacks an accessible approach. c. Exit door lacks panic hardware. d. Threshold at door exceeds allowable 1/2". 4. LaXout and Condition of Interior Partitions/Materials a. All interior materials are in poor condition. 5. Exterior Construction a. The roof has numerous leaks. b. The exterior walls need repainting. c. Many of the overhead doors are in poor condition or non-functional and in need of replacement. d. The south door is broken and does not open or close properly. Overview of Condition Deficiencies The former City of Richfield vehicle storage garage has CMU walls with brick veneer panels at the north end. The roof structure is light gauge steel trusses with metal deck. A central wide flange beam divides the 58' span. The building was vacated several years ago and shows significant decay. Many of the 15 overhead doors are in poor condition. The person door at the south side is badly rusted and coming apart. The roof has been leaking in several areas. According to Dave Conrads of the City of Richfield, roofing contractors have refused to do any further work on the roof because of the danger of workers or equipment breaking through the rusted decking. To make the building usable under current building codes, an accessible toilet room and all the associated plumbing and fixtures would need to be installed. An additional exit door would also need to be provided. In total, the defects and deficiencies in this building are of sufficient total significance to justify substantial renovation or clearance. Descriqtion of Code Deficiencies 1. Building lacks accessible parking stalls, signage, and path to the entry. 2. Building lacks an exhaust system for garage. 3. Electrical outlets throughout garage should be GFCIs. 4. The building's roof does not meet IBC requirements and should be replaced including metal decking. 5. Building lacks required restroom facilities. 6. Building lacks an accessible drinking fountain. 7. The building lacks the second exit(person door)required by IBC Table 10]9.1. 8. The existing exit door is non-functional. 9. Exit door lacks panic hardware. 10. Thresholds at doors exceed allowable 1/2". Ener�v Code In addition to the building code deficiencies,the existing building does not comply with the current energy code; however,these deficiencies are not included in the estimated costs to correct code deficiencies or listed as condition deficiencies. - Building's exterior envelope(walls, roof and foundation walls/perimeter slab) does not have insulation with R-values needed to meet current energy code requirements. - Building's heating, cooling and lighting are not as efficient as current energy code would require. RICHFIELD TIF DISTRICT CODE/CONDITION DEFICIENCY/CONTEXT ANALYSIS January 9,2014 Map No. & Building Name: Map No. SB -Vehicle Maintenance Garage Address& PID: Address Unassigned PID 34-028-24-34-0072 Inspection Date(s) & Time(s): December 4, 2013, 9:45 AM Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: - Substantial renovation is required to correct Conditions found. - Building Code deficiencies total more than I S% of replacement cost. Estimated Replacement Cost: $1,135,477 Estimated Cost to Correct Building Code Deficiencies: $ 255,749 Percentage of Replacement Cost for Building Code De�ciencies: 22.5% Descrintion of Condition De�ciencies Minnesota Statutes, Section 469.174, Subdivision 10, states that a building is Structurally Substandard if � it contains "defects in structural elements or a combination of de�ciencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance." A.Defects in Structural Elements 1. The roof has leaks in a number of locations. B. Combination of Deficiencies l. Essential Utilities and Facilities a. The building does not have an accessible entrance. Provide accessible parking stalls, signage, and path to the entry. b. Doors lack handles meeting requirements for accessibility. c. The restrooms are not accessible. d. The building lacks the plumbing fixtures required for its size and occupant load. e. The building is not connected to utilities: water, gas and electrical services f. Electrical outlets at sinks, kitchen counters and throughout garage bays should be GFCIs. 2. Li�ht and Ventilation a. Ventilation system is inadequate. Install fresh/makeup air for entire building. b. Install combustion air for gas-fired furnaces and water heaters c. The garage lacks a system to ventilate vehicle exhaust. 3. Fire Protection/Adec�uate Egress a. Front door lacks an accessible approach. b. Exit doors lack panic hardware. c. Thresholds at doors exceed allowable 1/2". d. There is a greater than '/�"change in level on the outside of the door as well. e. Stair from mezzanine(s) does not meet requirements for size of risers and treads. f. Guard rail at mezzanine does not meet Code requirements for height and spacing of balusters. 4. Layout and Condition of Interior Partitions/Materials a. There are unpatched openings in walls. b. A wooden mezzanine has been built in 2 bays; it does not have adequate guard rails or clearance from the ceiling. 5. Exterior Const�•uction a. The roof lacks adequate ventilation. b. The roof has numerous leaks. a The exterior walls need repainting d. Many of the overhead doors are broken and in need of replacement. Overview of Condition Deficiencies The former City of Richfield vehicle maintenance garage has CMU walls with brick veneer panels at the east side. The roof structure consists of light gauge steel trusses with metal deck. A central wide flange beam divides the 58' span. The building was vacated several years ago and shows signs of decay. Many of the 17 overhead doors are in poor condition. Both person doors are badly rusted and require excessive force to operate. The roof has been leaking in several areas. In total, the defects and deficiencies in this building are of sufficient total significance to justify substantial renovation or clearance. Description of Code Deficiencies 1. Building lacks accessible parking stalls, signage, and path to the entry. 2. Building lacks required combustion/make up air. 3. Building lacks an exhaust system for garage. 4. Restrooms do not provide required accessibility: clear floor area, fixture clearances, grab bars, entry and access. 5. Building lacks an accessible drinking fountain. 6. Wooden mezzanine violates code requirements for guard rails and height. Its combustible material is not compatible with the rest of the building. 7. Exit doors lack panic hardware. 8. Thresholds at doors exceed allowable 1/2". Ener�y Code In addition to the building code deficiencies,the existing building does not comply with the current energy code; however,these deficiencies are not included in the estimated costs to correct code deficiencies or listed as condition deficiencies. - Building's exterior envelope (walls,roof and foundation walls/perimeter slab)does not have insulation with R-values needed to meet current energy code requirements. - Building's heating, cooling and lighting are not as efficient as current energy code would require. RICHFIELD TIF DISTRICT CODE/CONDITION DEFICIENCY/CONTEXT ANALYSIS January 9,2014 Map No. & Building Name: Map No. 6 - Maintenance Office Address & PID: 7699 Pillsbury Ave S. PID 34-028-24-34-0073 Inspection Date(s) & Time(s): December 4, 2013, 11:00 AM Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: - Substantial renovation is required to correct Conditions found. - Building Code deficiencies total more than 15%of replacement cost. Estimated Replacement Cost: $472,864 Estimated Cost to Correct Building Code Deficiencies: $ 77,049 Percentage of Replacement Cost for Building Code Deficiencies: 16.3% Descrintion of Condition Deficiencies Minnesota Statutes, Section 469.174, Subdivision 10, states that a building is Structurally Substandard if it contains "defects in structural elements or a combination of deficiencies in essential utilities and � facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, ar similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance." A. Defects in Structural Elements 1. The roof leaks in a number of locations. B. Combination of Deficiencies 1. Essential Utilities and Facilities a. The building lacks accessible restrooms. b. The building does not have an accessible entrance. Provide accessible parking stalls, signage, and path to the entry. c. Doors lack handles meeting requirements for accessibility. d. The building lacks an accessible drinking fountain. e. The break area does not meet requirements for accessibility: counters are too high and adequate knee space is not provided at the sink. f. Electrical outlets at sinks should be GFCIs . 2. Li�ht and Ventilation a. . The restrooms lack a functioning ventilation system 3. Fire Protection/Adequate Egress a. The building lacks the second exit(person door)required by IBC Table 1019.1. b. South door lacks an accessible approach. c. Exit door lacks panic hardware. d. Threshold at door exceeds allowable 1/2". e. Interior doors to storage area should be fire-rated. 4. Layout and Condition of Interior Partitions/Materials a. Walls are worn and in need of painting. b. Ceiling tiles are broken and missing and stained and moldy in places due to roof leaks. c. Paint is peeling from the gyp board ceiling in the men's locker room. d. VCT floors are damaged in places, stained and generally worn. Some areas have had flooring partia(ly removed, exposing adhesive on the concrete slab. e. Carpeted areas show damage and wear and tear. Some carpet is partially rolled up while in other places carpet tiles have been removed. £ Concrete block near the west doar in storage area is damaged and spalled. Shows signs of leakage. g. Plumbing in men's locker room showers has been ripped out leaving holes in the walls. h. Wood interior window frames/trim are decaying and damaged from moisture. 5. Exterior Construction a. The roof has numerous leaks. b. The exterior walls need repainting. c. The west storage door is damaged—the bottom is duct-taped. d. Window frames and doors are corroded. Overview of Condition Deficiencies The former City of Richfield maintenance office building was constructed in 1963 as part of the vehicle maintenance garage to the north. The concrete block storage area at the north side of the office is the southern end of that garage which was severed when West 77`�' Street was re-aligned. The office pot�tion is brick-faced CMU with light gauge steel roof joists and metal deck above. The building is in poor condition and would need signifcant remodeling to make it usable. To make the building usable under current building codes, two accessible toilet rooms and all the associated plumbing and fixtures would need to be installed. An additional exit door would also need to be provided. In total, the defects and deficiencies in this building are of sufficient total significance to justify substantial renovation or clearance. Description of Code Deficiencies 1. Building lacks accessible parking stalls, signage, and path to the entry. 2. Electrical outlets at sinks should be GFCis . 3. The building's roof does not meet IBC requirements and should be replaced . 4. Building lacks required accessible restroam facilities. 5. Building lacks an accessible drinking fountain. 6. The building lacks the second exit required by IBC Table 1019.1. 7. Interior and exterior doors lack Code compliant hardware; they have knobs not levers. 8. Exit doors lack panic hardware. 9. Thresholds at doors exceed allowable 1/2". 10. Doors to the storage area do not meet code: they need to have a 45-minute fire-resistance rating. Energv Code In addition to the building code deficiencies,the existing building does not comply with the current energy code; however,these deficiencies are not included in the estimated costs to correct code deficiencies or listed as condition deficiencies. - Building's exterior envelope (walls, roof and foundation walls/perimeter slab)does not have insulation with R-values needed to meet current energy code requirements. - Building's heating, cooling and lighting are not as efficient as current energy code would require. APPENDIX C ment Cost Re orts Building Replace p ,, Code Deficiency Cost Reports ' Photographs ' Square Foot Cost Estimate Report Estimate Name: RichFeld mortuary-apartments i 211 W. 76th Street, Richfield, MN Apartment,1-3 Story with Brick Veneer/Wood Building Type: Frame Location: MINNEAPOLIS,MN � � , ts;'�j�'s,�; StoryCount: 1 `r,{, �' ; ,,�,,'('��j�i� liael I+�I�T�� _ ,i d f�l+•�'� `�-��1 !,w S �� t��lJ�'r � � R��L Story Height(LF.): 10 �,V{�i �' '�+� ��`,f'�-R,, `GGI �R� �y w,� � ; t Floor Area S.F. 2091 , ,�7�� `� � � �� ' I �''{ ' ,� 3 � )� `.�,i�1�`�.��"�1''�'','��Y��V? �,' �L_�•.< Labor Type: OPN '�-�7 Basement Included: No �atd Re�eaSe: YQar2Q13 !Costsarederivedfromabulldingmodelwithbasiccomponents. - Cost PerSquare Foot: $99•81 :ScopediiferencesandmarketcondiNonscancausecoststovaryslgnificantly. Building Cost; $241,718 %of Total Cost Per S.F. Cost 1 M 1', . 1 !f '��*� A1010 Standard Foundations $0.00 $0 in mortuary construction A1030 Slab on Grade $0.00 $0 in mortuary construction A2010 Basement Excavation $0.00 $0 in mortuary construction A2020 Basement Walls $0.00 $0 in mortuary construction � � � B1010 Fioor Construction $12.00 $25,092 Floor,wood joist,z x 12 @16"o,C„ �/�°GR?�subflAQr 61020 Roof Construction $6.71 $14,031 Wood roof,truss,4/iZ slap�, 2a"�,�„3Q'to A3'span 62010 Exterior Walls $15.00 $31,365 Brick veneer wall,standard face,2x6 studs @ 16" back-up, running bond B2020 Exterior Windows $3.00 $6,273 Windows,aluminum,sliding,skandard glass,5'x 3' 62030 Exterior poors $1.00 $2,091 Door,steel 18 gauge, hollow metal, 1 door with frame, no label,3'-6"x 7'- 63010 Roof Coverings $2.39 $4,997 Asphalt roofing,strip shingles, Inorganic,Class C,4"slope,235-240 Flashing,aluminum,no backing sides, ,019" - � ii�i'iY��•,•� C1010 Partitions $11.00 $23,001 Wood partition,5/8"fire rated gypsum board face, 1/a"sound de�den(ng C1020 Interior poors $1.00 $2,091 Door,single leaf,wood frart�e,3'-Q"x 7'-Q"x i-�/8",bfrch,hrallpw cAre C1030 fittings $3.11 $6,503 Cabinets, residenklal,wall,two doors x 4E"wicie C2010 Stair Construction $0.72 $1,506 Stairs,v�pAd,qr�fab b�x typ�,��k t��ad�,woAd�afls 3'-�"wide, �4 riser� C3010 Wall Finishes $2.99 $6,252 Painting,interfor on plaster and drywall,walls&cefling5,roller work, Ceramic tile,thin set, 4-1/4"x 4-1/4" C3020 Floor Finishes $5.62 $11,751 Carpet tile, nylon,fusion bonded, 18"x 18°or 2a"x 24",2A oz Vinyl,composition tile,minimum Tile,ceramic natural clay C3030 Ceiling Finishes $5.02 $10,497 Gypsum board ceilings, 1/2"fire rated gypsum board,painted and M �� D1010 Elevators and Lifts $� D2010 Plumbing Fixtures $6.00 $12,546 Kitchen sink w/trim,counterkop, PE on CI, 24"x 21",single bowl �aundry sink w/trim, P��n CI,black Irpn frame,�4°x 20",single cAmpt Servfee sink w/trim, PE on CI,corn�r floor,2S"x 28",w/rim�uard Bathroom,three fixture,2 wall plumbinS, lavatory,water Glpset& D2020 Domestic Water Distribution $5.14 $10,748 Gas fired water heater, residential, 100<F rise, 30 gal tank,32 GPH D2040 Rain Water Drainage $0.48 $1,004 Gutters,box,aluminum, ,027"thick,5",enameled finish D3010 Energy Supply $10.16 $21,245 Apartment building heating system,fin tube radiation,forced hot water, D3030 Cooling Generating Systems $0.75 $1,568 3/A ton,thru wall,cooling units D5010 Electrical Service/Distribution $4.00 $8,364 Service installation, includes breakers, metering,20'conc�uit&wire, 3 Switchgear installation, incl switchboard, panels&circuit breaker, D5020 Lighting and Branch Wiring $7.00 $14,637 Receptacles incl plate,box,condulk,wire, 10 pet'10Q0 SF, 1,2 Watts per Wall switches,2,5 per 1Q00 SF Miscelianeous power,2 watts Incandescent fixtures recess mqunted,type A, 1 watt per SF,�FC,6 D5030 Communications and Security $2.00 $4,182 Communication and alarm systems,fire dekectian,addressable, 25 Internet wiring,2 data/voice outlets per 1000 S.F. D5090 Other Electrical Systems $� Generator sets,w/battery,charger, muffler and transfer switch, � e 1 1/'�, . . . i 11 1 E1090 Other Equipment $0.00 0 �>�;. , +, � �� _ . _� r ! , - -- -__ , - _ ��1�� : � • • . :� � 8�:�� . � �� SubTotal 100% $90.74 $219,743 Contractor Fees(General Conditions,Overhead,Profit) 10.0% $9.07 $21,974 Architectural Fees UserFees Square Foot Cost Estimate Report Estimate Name: Richfield Mortuary 211 W.76th Street, Richfield, MN Funeral Home with Stucco on Block/Wood � 4 �� . Building Type: Truss Location: MINNEAPOLIS,MN 4 �`�` 1 I � � . � �� {�' ,� Story Count: " >.�. " ' " �at'-� " Story Height(LF.): 12 � ��.'4 , ��'� '�Lr ,_� s�t �''�� I �;�-,�� --�� ----� 6392 �! „ ,�,�'��►�; ,�` ,;� �{.I'�1 �#`r„ II Floor Area(S.F.): _,,. u.. . . _ _ �_..,- , -- i — _ -- —�._ _-.— Labor Type: OPN w " I Basement Included: No i �8td R2�e85e: YQar2013 '.COStsarederivedfromabuildingmodelwith6asiceomponents. �II Cost Per 5quare Foot: $139.44 SmpedifterencesandmarketconditionscancausecoststovarysignificanHy. Building Cost: $877,244 ', I %of Totai Cost Per S.F. Cost ' � � � �: :i �� A1010 Standard Foundations $4.30 $27,486 Strip footing,concrete, reinforced, load 11,1 KLF,soil bearing capacity 6 A1030 Slab on Grade $2.00 $12,784 Slab on grade,4"thick, non industrial, reinforced A2010 Basement Excavation $1.00 $6,392 Excavate and fill, 10,000 SF,8'deep,sand,gr�vel,or common earth,on A2020 Basement Walls $6.50 $41,548 Foundation wall,GP,8'wall height,direct chute, .148 CY/LF,7,2 PLF, 12" _ _ _ _ �� ` '� 61010 Fioor Construction $12.00 $76,704 8"hollow precast c�ncrete plank 61020 Roof Construction $6.10 $26,236 Roof,steei joists,joist girder,�,�" Z2 ga metal deck,on columns,30'x35' B2010 Exterior Walls $8.14 $52,031 Cement stucco, 5/8"thick, 2 co�ts on rPgular CMU,8"x 8"x 16" 62020 Exterior Windows $2.58 $16,491 Windows,wood,double hung,insulated glass,2'-8"x 4'-6" 62030 Exterior poors $2.00 $12,784 Door,stael 18 gauge, hollow metal, 1 door with frame,no label,3'-6"x 7'- 63010 Roof Coverings $8.37 $53,501 Roofing,single ply membrane, EPDM,a5mils,fully adhered Insulation, rigid,roof deck, polyisocyanurate,2#/CF,3,5"thick Roof edges,aluminum,duranodic, ,050"thick,6"face Gutters, box,aluminum, A27"thick,5",enameled finish Downspout,aluminum,rectan�ular,2"x 3",embossed mill ffnish,,p20" • �� •� � C1010 Partitions $5.32 $34,005 5/8"gypsum board,taped&finished,palnted on�x A s�uds��"'C�,�• C1020 Interior poors $4.30 $27,486 Door,single leaf,wood frame,3'-0"x 7'-0"x 1-3/8",birch,solid core C3010 Wall Finishes $3.60 $23,011 Painting,interior on plaster and drywail,walls&ceilings, roller work, Wall paper, basic pattern,quality workmanship C3020 Floor Finishes $11.97 $76,512 Carpet,tufted,nylon, roll goods, 12'wicle,36 oz Tlle, porcelain type,maximum C3030 Ceiling Finishes $4.54 $29,020 Acoustic ceilings,3/4°f(berglass boarcJ,24"x q8"tile,tee grld,suspencled � � • �iiii�i�� D2010 Plumbing Fixtures $3.99 $25,504 Water closet,vitreous china,tank type, 2 piece close coupled Urinal,vitreous china,wall hung Lavatory w/trim,vanity top, PE on CI, 19"x 16"oval Kitchen sink w/trim,countertop,stainless steel,43"x 22"double bowl Laundry sink w/trim, plastic,on wall or legs,18"x 23"single cqmpartment Service sink w/trim, PE on Cl,wall hung w/rim guard,22"x 18" Bathtub,recessed, PE on CI, mat bottom, 5' long D2020 Domestic Water Distribution $14.00 $89,488 Electric water heater,commercial,�00< F rise,500 gal,240 KW 984 GPH D2040 Rain Water Drainage $1.49 $9,524 Roof drain, DWV PVC,4"diam,dfam, �0' high D3030 Cooling Generating Systems $14.00 $89,488 Packaged chiller,v�ater c�oled,wixh f�n�Aii unit, banl�s and librarie�, D4010 Sprinklers $0.00 Wet pipe sprinkler systems,steel, light hazard, 1 floor, 1�,OOQ SF D4020 Standpipes $0.78 $4,986 Wet standpipe risers,class III,steel,black,sch 40,4"diam pipe, 1 floor D5010 Electrical Service/Distribution $3.05 $19,496 Service installation,includes breakers, mekering,20'conduik&wire,3 Feeder installation 600 V, including RGS conduit and XHHW wire,4Q0 A Switchgear installation, ind switchboard, panels&circuit breaker, D5020 Lighting and Branch Wiring $6.73 $43,018 Receptades incl plate,box,conduit,wire, 2.5 per 1000 SF, ,3 watts per SF Wall switches, 1.0 per 1000 SF Central air eonditioning power,4 watts Fluorescent fixtures recess mounted in ceilin�,0.8 watt per SF,20 FC,5 D5030 Communications and Security $1.49 $9,524 Communication and alarm systems,flre deteetion,addressable,Z� Fire alarm comi7�ancl center,adclress�ble w(thout voice,excl, wire& D5090 Other Electrical Systems $0.08 $511 Generator sets,w/battery,cha�ger, muffler ar�d transfer switcM, � � � � ��,�� E1090 Other Equipment 0 0 ��, , �� i � •� : a f _ - - ___ ____.- _ _.__._..._______.._ _ __..._ .__ ____..__ _-_ .._ __. ___ _ __ �' 1 � 1 : e : ' — SubTotal 100% $126J6 $797,495 Contractor Fees(Generai Conditions,Overhead,Profit) 10.00% $12.68 $79,749 Architectural Fees $0.00 $0.00 UserFees $0.00 $0.00 . . . � '� Richfield,Minnesota Proposed TIF: Mortuary with Apartments MAP No.2 Project No.130637.00 Parce I 34-028-24-34-0070 Unit Code Related Cost Items Unit Cost Units Quantity Total Accessibility Items Street Level: Replace toilets to provide handicap access tor each sex Build(2)new acccessible toilet rooms w/compliant number of accessories and fixtures Remove existing toilet rooms $ 1,750.00 Lump 2 $ 3,500.00 waterclosets $ 2,500.00 each 4 $ 10,000.00 lavatories $ 1,750.00 each 4 $ 7,000.00 2 sets of grab bars $ 300.00 each 2 $ 600.00 2 sets toilet room accessories $ 300.00 each 2 $ 600.00 Interior room reconstruction(doors,partitions,finishes) $ 60.00 SF 240 $ 14,400.00 enlarge bathroom door to 36"wide $ 800.00 Each 2 $ 1,600.00 new door 6'-8"x3'-0" $ 800.00 Each 2 $ 1,600.00 Install toilet room ventilation system $ 500.00 each 2 $ 1,000.00 $ 40,300.00 Provide 2 handicapped parking spaces Add striping at main entry door and existing parking area $ 50.00 ea 2 $ 100.00 Parking requires signage MN 1341.0428 $ 150.00 ea 2 $ 300.00 Provide accessible drinking fountain $ 800.00 ea 1 $ 800.00 Provide accessible route from parking lot to street level bldg.entry- MN 1341.0401&1341.0405 H Remove existing north door and enlarge opening $ 180.00 Each 1 $ 180.00 install new egress sized door $ 1,000.00 Each 1 $ 1,000.00 provide ramp to reduce threshold to less than 1/2". IBC1008.1.6 $ 1,500.00 Each 2 $ 3,000.00 provide compliant hardware at meeting room doors $ 500.00 Each 3 $ 1,500.00 Fire Separation Items IBC Table 508.2-Boiler Room and Maintenance Storage area are not 1-hour fire separated. Provide additional metal stud and drywall construction. $ 7.00 SF 200 $ 1,400.00 Provide fire stopping at new fire separation perimeter $ 150.00 Lump 1 $ 150.00 Replace fire door at mechanical/electrical room $ 1,000.00 ea 1 $ 1,000.00 Fire stop all pipe and conduit penetrations. $ 500.00 Lump 1 $ 500.00 Provide 2-hour Fire separation between R and A-3 Occupancies provide additional layers of gyp board at floor-ceiling assembly $ 8.00 SF 2,091 $ 16,728.00 providefireratedstairwaywalls $ 8.00 SF 200 $ 1,600.00 provide new fire doors at stair way $ 1,000.00 ea 1 $ 1,000.00 Provide fire stopping at new fire separation perimeter $ 150.00 Lump 1 $ 150.00 Fire stop all pipe and conduit penetrations. $ 500.00 Lump 1 $ 500.00 Provide gyp board at partition between meeting rooms $ 5.00 SF 224 $ 1,120.00 Exiting Remove existing north door and enlarge opening $ 180.00 Each 2 $ 360.00 install new egress sized door $ 850.00 Each 2 $ 1,700.00 provide ramp to reduce threshold to less than 1/2". IBC1008.1.6 $ 1,500.00 Each 4 $ 6,000.00 Guards less than code required 3'-6".IBC1013.2 raise guards at southwest stair to 3-6" $ 25.00 If 24 $ 600.00 Non-compliant exit stairs from upper floor and basement(4 total) Stair tread less than 11"minimum.IBC1009.3 Stairs do not provide for proper handrail extension at top and bottom of stair.I BC 1003.3.3.3.11.5. Remove existing wood stairs. $ 800.00 Each 4 $ 3,200.00 Provide new stairs at each location(assume 15 risers/stair) $ 350.00 Riser 60 $ 21,000.00 Provide new railings at each location 30 feet x2 per stair $ 50.00 Foot 240 $ 12,000.00 Provide new stair tread coverings $ 56.00 Riser 60 $ 3,360.00 Provide electric illuminated exit signs and emergency lighting $ 400.00 Each 4 $ 1,600.00 MN 1003.2.10 and 1003.2.11 Fire Protection Exterior Construction Provide code compliant exterior wall covering/construction: repair holes in walls Page 1 of 2 Richfield,Minnesota Proposed TIF: Mortuary with Apartments MAP No.2 Project No.130637.00 Pa rce I 34-028-24-34-0070 Unit Code Related Cost Items Unit Cost Units Quantity Total New siding/exterior wall covering $ 400.00 ea 8 $ 3,200.00 Provide code compliant exterior wall covering Repair stucco $ 750.00 lump 1 $ 750.00 Repoint brick joints(40%) $ 3.75 SF 960 $ 3,600.00 Repair/replace excessively notched 2nd floorjoists $400 lump 1 $ 400.00 Roof Construction Remove and replace roof: fill holes,provide adequate ventilation MN1305.1507.10.1 to 1305.1507.15.1 Remove existing apartment roof $ 0.75 SF 2,091 $ 1,568.25 Install new roof $ 6.70 SF 2,091 $ 14,009.70 Add additional wood blocking $ 5.00 LF 120 $ 600.00 $ 16,177.95 Remove existing mortuary roof $ 0.75 SF 4,301 $ 3,225.75 Install new roofing system $ 8.30 SF 4,301 $ 35,698.30 Mechanical-Electrical Provide all new appliances $ 800.00 Each 4 $ 3,200.00 Reconnect utilities: sewer,water,gas and electricity sewer $ 500.00 Each 1 $ 500.00 water $ 500.00 Each 1 gas $ 500.00 Each 1 $ 500.00 electricity $ 2,000.00 Each 1 $ 2,000.00 Provide ventilation at kitchen ranges. Hood,fan and duclwork $ 700.00 ea 2 $ 1,400.00 Provide ventilation at bathrooms: fan and ductwork $ 500.00 ea 4 $ 2,000.00 Provide combustion air to boiler to comply with current code $ 1,500.00 ea 1 $ 1,500.00 Provide GFCI protected receptacles at sink locations(2 per kitchen,1 per bath) $ 250.00 each 9 $ 2,250.00 Provide GFCI protected receptacles at garage and basement $ 250.00 each S $ 2,000.00 Total Code Improvements $ 199,550 71 Page 2 of 2 130637 Richfield PW TIF-Photos-Mortuary �� . A ' ' �� ,:`l� '.; A ;e i , '. �,�`, � � �� .� ; �{� �.� Tr :��t '� L �►�� . Fr, .;. �- . 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' � � � .:. � .�. �..:5... ..M„t..r � `�'.'.'-�:. . �:. 101 03�10.JPCa 101 ()341.,1F'G 101.Q:3A2.,lPU 101 03R3.,1PC�, 101, 03AA.JPG i - �,��°�. � � ) � � �� _� `�. � ��- .1. � 101 Q3A5.JPG 101 03A6.JPG 1Q1_03q7.JPG 1(li_Q3q6,JPCR ; H:j ! � i � ' ; ' , 3 of 3 ' I � , __ Square Foot Cost Estimate Report Estimate Name: Richfield Vehicle Storage Garage I . � euilding Type: Garage,Repair with Concrete Block � � location: MINNEAPOLIS,MN � �� ' av �;p i i ,�,� � �� '��` Story Count: 1 ,�1( ' 3 t'!� � � �P (C: J�•��fqy�,y�,;t__''p' Story Height(LF.): 15 � _1 5 � t �� _`I�� 3 ..,. 3...f. Floor Area(S.F.): 12296 �3"� �`" " � ' ' _ � �t. _ LaborType: OPN --. •- � Basement Induded: No �a�d Re�eaSe: Year 2,�13 '�..COSts are derlved(rom a building model wlth baslc components. � Cost PerSquare Foot: $65.rJ9 S�opedi(Ferencesandmarketcond(tionscancaUSecoststovarysigni$cantly. Building Cost: $806,532 %of Total Cost Per S.F. Cost A1010 Standard Foundations $1.77 $21,764 Strip footing,concrete, reinforeed,load 11,1 KLF,soil bearing capaeity f A1030 Slab on Grade $8.02 $98,614 Slab on grade,6"thick, ligh�industrlal,reinfor�ed A2010 Basement Excavation $0.35 $4,304 Excavate and fill, ZQ,QO�SF,a'deep,sand�ravel,or common earth,on A2020 Basement Walls $4.00 $49,184 Foundation wall,CIP,a'wall height,direct chute, .14$CY/LF,7.2 PLF, 12" iiiQiifil�� 61020 Roof Construction � $5.67 $69,718 Roof,steel joists, 1.5" 22 ga metal deck,on bearing walls,AO' bay,25.5" 62010 Exterior Walls $12.00 $147,552 Concrete block(CMU)wall, regular weight,75%solid,8 x 8 x 16,450Q 62020 Exterior Windows $0.00 $0 Windows,aluminum,sliding,standard glass,5'x 3' 62030 Exterior poors $2.05 $25,207 Door,steel 18 gauge, hollow metal, 1 door with frame, no IaV�el, 3'-0"x 7'- Door,steel 24 gauge,overhead,section�l, manual operati9n,12'-0°x 12'- B3010 Roof Coverings $6.70 $82,383 Roofing,asphalt flood coat,gravel, k�ase sheet,3 plies 15#asphalt felt, Insulation, rigid,ro�f d�ck,cQmposite wfih 2" ERS, 1"p��lite Roof sdges,aluminum,duranodic,,050"thicl�,f"face Gravel stop,aluminum,extruded,a",mill finish, ,050"thick � �iiY�� C1010 Partitions $1.63 $20,042 Lightweight block 4"thick C1020 Interior poors $0.20 $2,459 Door,single leaf, kd steel frame,hollow metal,commercial quality,flush, C1030 Fittings $0.05 $615 Toilet partitions,cubicles,ceiling hung,stainless steel C3010 Wall Finishes $1.50 $18,444 Painting,masonry or concrete, latex,brushwork,primer&2 c4ats Painting,masonry or concrete, latex, brushwork,addition for block filler C3020 Floor Finishes $1.34 $16,477 ��i Concrete topping, hardeners, metallic additive, min(muili C3030 Ceiling Finishes $0.00 $0 none ► � D2030 Plumbing Fixtures $2.00 $24,592 D2020 Domestic Water Distribution $0.65 $7,992 D2040 Rain Water Drainage $1.50 $18,444 Roof drain,steel galv sch 40 threaded,A" diam piqing, 10'high D3050 Terminai&Package Units $4.00 $49,184 gas heaters D3090 Other HVAC Systems/Equip $0.00 $0 none D4010 Sprinklers $0.00 $0 none D4020 Standpipes $0.00 $0 none D5010 Electrical Service/Distribution $3.00 $36,888 Service installation, indudes breakers, me�ering,20'conduit&wire,3 Feeder installation 600 V, including RC�S condult and XHMW vvfre,200 A Switchgear installation, incl switchb�ard,p�nels&circult br�aker, D5020 Lighting and Branch Wiring $3.00 $36,888 Receptacles Incl plate,box,cpnduit,wlre,a per 10�0 SF,,5 watts per SF Miscellaneous power, 1 watt D5030 Communications and Security $0.20 $2,459 Gommw�ication and alarm systems,fire detection,addressable, Internet wiring,a data/voice outlets per 1000 S.F. D5090 Other Electrical Systems $0.00 $0 Generator sets,w/battery,charger,muffler and transfer switch, - - r �i'�� E1030 Vehicular Equipment 0 $0 - �.,« •• . � � .A. .. i - i � - ___ � - .__ _. _ _ __ ._ _ __ _ � � 1' 1 1 SubTotal 100% $59.63 $733,210 Contractor Fees(General Conditions,Overhead,Profit) 10.00% $5.96 $73,321 Architectural Fees $0.00 $0 User Fees $0.00 $0 _ - _ . .,. .. e r. . ... .... al: Richfield,Minnesota Proposed TIF: Vehicle Storage Garage(west side of yard) Map No.5A Project No. 130637.00 Pa rc e I 34-028-24-34-0072 Unit Code Related Cost Items Unit Cost Units Quantity Total Accessibility Items Provide single occupant,accessible toilet room Build(1)new acccessible toilet rooms w/compliant number of accessories and fixtures water closets $ 2,500.00 each 1 $ 2,500.00 11av $ 1,750.00 each 1 $ 1,750.00 1 set of grab bars $ 400.00 each 1 $ 400.00 , 1 set toilet room accessories $ 500.00 each 1 $ 500.00 i Interior room construction(doors,partitions,finishes) $ 60.00 SF 60 $ 3,600.00 install toilet Room Ventilation System $ 500.00 each 1 $ 500.00 new door 6'-8"x3'-0" $ 800.00 Each 2 $ 1,600.00 Install toilet room ventilation system $ 500.00 each 2 $ 1,000.00 $11,850.00 Provide 2 handicapped parking spaces Add striping at main entry door and existing parking area $ 50.00 ea 2 $ 100.00 Parking requires signage MN 1341.0428 $ 150.00 ea 2 $ 300.00 Provide accessible drinking fountain $ 800.00 ea 1 $ 800.00 Provide accessible route from parking lot to street level bldg.entry- MN 1341.0401&1341.0405 H provide ramp to reduce threshold to less than 1/2". IBC1008.1.6 $ 1,500.00 Each 1 $ 1,500.00 Fire Separation Items Exiting Install new egress door and hardware at north side cut new opening in block wall $ 300.00 Lump 1 $ 300.00 steel lintel and masonry at new opening $ 500.00 Lump 1 $ 500.00 install new egress sized frame and door w/panic hardware $ 1,500.00 Each 1 $ 1,500.00 install new egress door w/panic hardware at south $ 1,000.00 Each 1 $ 1,000.00 Provide electric illuminated exit signs and emergency lighting $ 400.00 Each 2 $ 800.00 MN 1003.2.10 and 10032.11 Fire Protection Exterior Construction Provide code compliant exterior wall covering Repoint block/brick joints(20%) $ 3.75 SF 960 $ 3,600.00 Roof Construction Remove and replace roof: fill holes,provide adequate ventilation MN1305.1507.10.1 to 1305.1507.15.1 Remove existing roof and roof deck $ 0.75 SF 12,296 $ 9,222.00 Replace metal roof deck and 25%ofjoists $ 4.00 SF 12,296 $ 49,184.00 Install new roofing system $ 6.70 SF 12,296 $ 82,383.20 Mechanical-Electrical Connect or reconnect utilities: sewer,water,gas and electricity sewer-new $ 2,000.00 Each 1 $ 2,000.00 water-new $ 1,000.00 Each 1 gas $ 500.00 Each 1 $ 500.00 electricity $ 2,000.00 Each 1 $ 2,000.00 provide water and waste plumbing for new restroom (2)hot and cold water lines 3/4"copper $ 10.00 LF 80 $ 800.00 (1)4"waste riserwith(2)3"branch lines $ 35.00 LF 80 $ 2,800.00 Cut and patch floor $ 30.00 LF 40 $ 1,200.00 Provide GFCI protected receptacles at garage 2 per bay $ 250.00 each 30 $ 7,500.00 Provide GFCI protected receptacles at bathroom and service sink $250.00 each 2 $ 500.00 Total Code Improvements S 180,339 Page 1 of 1 130637 Richfield PW TIF-Photos-Vehicle Storage 'a `y.' jw,' ...�sa�s- _ . ��.�... � � ` �� .-��;;..�...� . . + �` � �•�.¢'_'i ._ . - . .. . . ...3_ � ..�'"--�"`r.�+�.. � _ . �,°. .. . .. .. . , �_- . �. . ... �. _ . . ,i - . . :, .. "� ., :; ... ; ;;- - � ..,,,.. ,._ .,., , ,: . � . .. - . . ,. ;;:� _.F - . . .. . . . 1[l1 Q435.JPG 101. fl:3f�Q.JPG 1Q1 Q361.,IPQ 1R1,Q:�77,,1PC3 101_Q3fi0.JPG � s , � � � '�`I �' ti� �;� � �`` . �'' .,,�y�'-�i}3�:'� _� / ��i � �'`- ' i � I � �� . , x�#�� >�� - - � : 5' r r ' �f F ��;�, d r a :,� f �� - � f ��-i.:.� > � ° F _ar. _ �_ _— _� . _ . ,.,. .'_ :'N; _ � '� 101 0381.JPG 101_D3F32.JPG 1 Q 1._D:��3,JPG 101_(l;3flQ,JPG 1 Q 1_Q432.JPG I,<< � �� R�_ _ � ��, � � �� __�� f .�-� � ��" � . �, � � � . ..�: � �... _� _:� �10� 04;�3.JRG 11�1 OR3�I.JPG I I 1 of 1 Square Foot Cost Estimate Report Estimate Name: Richfield Vehicle Maintenance Garage i Building 1 ype: Garage,Repair with Concrete Block ' Location: MINNEAPOLIS,MN , ' '. ��+� �� Story Count: 1 � .� � � � ��,,�.�r ` � ' .,:� i �-� a �`z"��-�+' Story Height(L.F.): 15 ' �- �ti ` �.r1 q ,��'_t,_;6�,�'�r�-,�.i-1 ; ' �i Floor Area(S.f.): 16279 _-- ;A,- - l.abor Type: OPN ___ __ _, •� easement Included: No �ata Re�ed$e: Year 2�],3 �-�Cos[s are derived from a building model with basic mmponents. ��,. COSt P8r SC,UcIrfE FOOt: q69.7rJ ��-.Smpedifferencesandmarketconditionscanwusemststovarysignificantly. .. Building Cost: $1,135,477 %of Total Cost Per S.F. Cost e � » A1010 Standard Foundations $1.77 $28,814 Strip footing,concrete,reinforced, load 11.1 KLF,soil bearing capacity 6 A1030 Slab on Grade $8.02 $130,558 Slab on grade,6"thick, light induskrial, reinfarced A2010 Basement Excavation $0.35 $5,698 Excavate and fill, 10,000 SF,a'deep,sand gravel,or common earth,on A2020 Basement Walls $4.00 $65,116 Foundation wall,CIP,4'wall height,direct ehute,.SAS CY/LF,7.2 PLF, 12" �� 61020 Roof Construction $5.67 $92,302 Roof,steel joists, 1,5° 22 ga metal deck,on bearing wall�,40' bay,25.5" 62010 Exterior Walls $12.00 $195,348 Concrete block(CMU)wall,regular weight,75%solid,8 x 8 x 16,4500 B2020 Exterior Windows $0.00 $0 none B2030 Exterior poors $2.05 $33,372 Door, steel 18 gauge, hollow metal, 1 door with frame,no label,3'-0°x 7'- Door, steei 24 gauge,overhead,sectional,manual operation,12'-0"x 12'- 63030 Roof Coverings $6J0 $109,069 Roofing,asphalt flood coat,gravel, base 5heet,3 plies 15#asphalt felt, Insulation,rigid,roof deck,composite with 2"EPS, 1"perlite Roof edges,aluminum,duranodic,.OSO"thick,6"face Gravel stop,aluminum,extruded,a",mill finish, ,050"thick + �11:id�� C1010 Partitions $1.63 $26,535 Lightweight block 4"thick C3020 Interior poors $0.42 $6,837 Daor,single leaf,kd steel frame,hollow metal,commercial c�uality,flush, C1030 Fittings $0.05 $814 Toilet partitions,cubicles,ceiling hung,stainles�steel C3010 Wall Finishes $1.50 $24,419 Painting, masonry or concrete,latex, brushwork,primer&2 coats Painting, masonry or concrete,latex,brushwork,addition for block filler C3020 Floor Finishes $1.34 $21,814 Concrete topping, hardeners, metallic additive, minimum Vinyl,composition tile,minimum C3030 Ceiling Finishes $0.00 $0 none . D2010 Piumbing Fixtures $1.00 $16,279 Water closet,vltreous china,bowl only vuith flush valve,wall hung Urfnal,vitreous chfna,wall hung Lavatory w/trlm,wall hung, PE on CI,19"x 17" Servfce sink w/trim,PE qn�I,wall hung w/rim guard, 24"x 2[)" Water cooler,electris,wall hung,wheelcha(r type, 7.5 GPH D2020 Domestic Water Distribution $0.52 $8,465 Gas fired water heater, residential, 100<F rise,30 gal tank,32 GPH D2040 Rain Water Drainage $1.98 $32,232 Roof drain,steel galv sch 40 threaded,4" diam piping, 10'high D3050 Terminal&Package Units $6.60 $107,441 Rooftop,sin�le zone,air conditioner,factories, 10,000 SF,33,33 ton , D3090 Other HVAC Systems/Equip $0.31 $5,046 Garage,single exhaust,3"outlet,cars& light trucks, 1 hay Garage,single exhaust,3"outlet,additional bays up to seven bays D4010 Sprinklers $0.00 $0 none D4020 Standpipes $0.00 $0 , none D5010 Electrical Service/Distribution $3.00 $48,837 Service installation, includes breakers, metering,20'conduit&wire,3 Feeder installakion 600 V,including RGS conduit and XHHW wire,200 A Switchgear installation, incl switchboard,panels&circuit breaker, D5020 Lighting and Branch Wiring $4.00 $65,116 Receptacles incl plate, box,conduit,wire,4 per 1000 SF, .5 watts per SF Miscellaneous power, 1 watt D5030 Communications and Security $0.50 $8,140 Communication and alarm systems,fire detection,addressak�le, Internet wiring,4 data/voiee outlets p�r 1000 S,F. D5090 Other Electrical Systems $0.00 $0 Generat4r sets,w/battery,cha�ger, muffl�r and trar�sfer switch, . � ��,� � � e E1030 Vehicular Equipment 0 $0 Architectural equipment,auto equipment hoists,single post,a Korr E1090 Other Equipment 0 0 :, . � ; � ., � �_:. _ , .� . . . � _ : , : . , - A = �,, �� i�ti�� SubTotal 100% $63.41 $1,032,251 Contractor Fees(General Conditions,Overhead,Profit) 10.00% $6.34 $103,225 ArchitecturalFees $0.00 $0 UserFees $0.00 $0 - � . il I ; � Richfield,Minnesota Proposed TIF: Maintenance Garage(east side of yard) Map No.SB Project No. 130637.00 Parcel34-028-24-34-0072 Unit Code Related Cost Items Unit Cost Units Quantity Total Accessibility Items Replace toilets to provide handicap access for each sex Build(2)new acccessible toilet rooms w/compliant number of accessories and fixtures Remove existing toilet rooms $ 2,500.00 Lump 1 $ 2,500.00 water closets $ 2,500.00 each 2 $ 5,000.00 lavatories $ 1,750.00 each 2 $ 3,500.00 2 sets of grab bars $ 300.00 each 2 $ 600.00 2 sets toilet room accessories $ 300.00 each 2 $ 600.00 Interior room reconstruction(doors,partitions,finishes) $ 60.00 SF 240 $ 14,400.00 new door 6'-8"x3'-0" $ 800.00 Each 2 $ 1,600.00 Install toilet Room Ventilation System $ 500.00 each 2 $ 1,000.00 $29,200.00 Provide 2 handicapped parking spaces Add striping at main entry door and existing parking area $ 50.00 ea 2 $ 100.00 Parking requires signage MN 1341.0428 $ 150.00 ea 2 $ 300.00 Provide accessible drinking fountain $ 800.00 ea 1 $ 800.00 Provide accessible route from parking lot to street level bldg.entry- MN 1341.0401&1341.0405 H provide ramp to reduce threshold to less than 1/2". IBC1008.1.6 $ 600.00 Each 1 $ 600.00 Fire Separation Items Exiting replace egress doors with new including panic hardware $ 1,000.00 Each 4 $ 4,000.00 Provide electric illuminated exit signs and emergency lighting $ 400.00 Each 4 $ 1,600.00 MN 1003.2.10 and 1003.2.11 Fire Protection Interior Construction Remove non-compliant wooden mezzanine $ 800.00 Lump 1 $ 800.00 Exterior Construction Provide code compliant exterior wall covering Repoint blocWbrick joints(20%) $ 3.75 SF 960 $ 3,600.00 Roof Construction Remove and replace roof: fill holes,provide adequate ventilation MN1305.1507.10.1 to 1305.1507.15.1 Remove existing roof $ 0.75 SF 16,279 $ 12,209.25 Install new roofng system $ 6.70 SF 16,279 $ 109,069.30 Mechanical-Electrical Reconnect utilities: sewer,water,gas and electricity water $ 500.00 Each 1 I gas $ 500.00 Each 1 $ 500.00 electricity $ 2,000.00 Each 1 $ 2,000.00 install vehicle exhaust ventilation system $ 8,000.00 lump 1 $ 8,000.00 Provide additional ventilation to comply with current code for fresh air MN 1346.0403 Section 403.3 Assumes 50%of floor area is non-code compliant Mechanical equipment,ductwork and units $ 6.75 SF 8,140 $ 54,941.63 Additional electrical service and distribution for mechanical equipment $ 2.00 SF 8,140 $ 16,279.00 Provide grease trap/oil separator at shop floor drain $ 2,500.00 lump 1 $ 2,500.00 Provide GFCI protected receptacles at garage 2 per bay $ 250.00 each 34 $ 8,500.00 Provide GFCI protected receptacles at bathroom and service sink $250.00 each 3 $ 750.00 Total Code Improvements $ 255,749 �, I Page 1 of 1 130637 Richfield PW TIF-Photos-Vehicle Maintenance Garage � t ,>N � I _-t ^ � � ., � :. ��id •"!' � �� - �� "`�„�� f �� ;�'�,ic,•.."�� ,� � � ' ' ��,� ��f ,..� "�� !}n ., 5 C!� 7 r- '� �. . � �' z �:� ti� �� 4�� :� e.-. _ '� -�- -, f.� � : 4 i� r � f �s�§yw,-��,z% �t . ;, c �� . , ,,.�.� �K � 'f � t� ,.�;,'�., t''° , �: � 1 . , . a _ � ° - �. ..._ �-�«�;£� _ ° .- - 101 0379..lPG 1Q1 (1353.JPG 1Q1._Q:354..1PG 1R1 D35�a.JPG 1Q1_0356,JPG t� ti � i � �� A\ � + � ' �,�,� , � , � � , t �� ... � , .- , ��,�� ,�-._ � t� ••«.1-�.� � � i��:.` 4 �. � .,ry P �. �i �� J Ac� .k> p l'��y � � 4 S �� .�.-/�+� � }�i�; *1��!'a� ,ly ��-'� ;��s \ , e.� .�� .^ � � � �4� .. __ _ .,n±-r! �' � '.�-7�."'�ut � �v�' i [ ' ��r' �,. �. �_ _ � _ �� ' Y� �`�ltl � ,! ■.i ' �� ., � � �� ." � ' �� ?",.'��i �rt'+� . � �r 1�..� � :.� . . .., `:? , �� ' �� ..�1r.a.s� � � �'3 =-�-�-`r7(•` ��i; � "1 _ 101 0:�57.JPG 101 035£3.,1PG 101._0359,JPG 101__D362.JPG 1Q1,0:�63.JPG . � � �y � � � �� ;,L� � s i r '� � � � I s �� .• � ;�.»' ; �� - � . . . .._� Y�,:� t;� .. � ��.� - � � �_ '�, I � 101 0:�64.JPG 101 0385.JPG 101_Q366,.1PG 101_03fi7,JPG 1 Q1_Q36F�,JPG �._ � �. __. � �� — �f;� a,�t; . ^`tav -�v� ! �• � �� ' . �; y . - 9 � .y . l�. { f �' ` �..�.-� ] .. ' i .� __�'-�• ! 1 ��, -.1 �� ' ,.,. � ..� �.._�!� �� `r._ .. . � _ _ " � 1 t .-�I/.' s. * � ,� � ► �.: _ ��. a�,�'�� 101 0369,JPG 101 0370,JPC3 1Q1 Q371.JPG 1Q1,Q372,JPG a01 0373,JPG � �� { / - � �` �� . / �� . ��: ----, . � � �, — , � �� - � I � ;�;� _ . � . '7;. '_'c� _ �.- ,�'-��;; 1Q1 0:�74.JPC� 1U1,.D:375.,1PG tq1 Q;376..lPU �I' �i �l�+ ��f � � I 3�� 1 � � I��,i � , ,,� j � ��i ;,,z�; ; , �+i� � �� '� i i", �.i; :� ,;. ; ;. ,�'� ;.ii ,, ,l�. ,ii il', ii ; � t�; � � _ ,i lEfi � . � ��;;; , 1 of 1 Square Foot Cost Estimate Report Estimate Name: Richfield Maintenance Office 7700 Pillsbury Avenue S, Richfield, MN Office 1 Story with Brick on Block/Steel Roof Building Type: Deck LocBtion: MINNEAPOLIS,MN , t�� `• ! � , 1 S. (� � - - `a�' '. ;��w,�, . StoryCount: �: _ � ,-��;,�� , � � _ -�"'rt�"�t"I � Story Height(L.F.): 12 �� — �� ,, Floor Area(S.F.): 3814 t .��"�'� _:6��iA`�i�i: i_�� .. Labor Type: OPN - _� .'�':°,.:'�':,.•.,,�-- Basement Included: No ' �ata Re�eaSe: YE,ar 2013 '��,Cos[sare derived from a building model with basic components. .. Cost PerSquare Foot: $123.98 Scopedifferencesandmarketconditlonscancausecoststovarysigniflcantly. Building Cost: $472,864 %of Total Cost Per S.F. Cost � , - A1010 Standard Foundations $3.40 $12,968 Strip footing,concrete,reinforced, load 11.1 KLF,soil bearing capacity 6 A1030 Slab on Grade $2.75 $10,489 Slab on grade,4"thick, non industrial, reinforced A2010 Basement Excavation $0.38 $1,449 Excavate and fill, 1Q,000 SF,4' deep,sand gravel,or common earth,on A2020 Basement Walls $5.63 $21,473 Foundation wall,CIP,4'wall height,direct chute, .14$CY/LF,7.2 PLF, 12" �- �� B1020 Roof Construction $5.67 $21,625 Roof,steel Joists, �.5"22 g�r�et�l de�k,on be�rin�w�lls,�}p'bay,��.5" 62010 Exterior Walls $17.00 $64,838 Brick wall,composite double wyth�,5tanelard f��?/CMU back-up,8" 62020 Exterior Windows $4.50 $17,163 Windows,aluminum,sliding,standard glass,5'x 3' B2030 Exterior poors $1.30 $4,958 Door,steel 18 gauge,hollow metal, 1 door with frame, no label,3'-0"x 7'- 63010 Roof Coverings $7.00 $26,698 Roofing,asphalt flood coat,gravel,base sheet,3 plies 15#asphalt felt, Insulation, rigid,roof deck,composite with 2"EPS, 1"perlite Roof edges,aluminum,duranodic,.050"thick,6"face Gravel stop,aluminum,extruded,4",mill finish,.050"thick . ��"'....:� C1010 Partitions $5.00 $19,070 Metal partition,5/S"water resistant gypsum board face,n9 base layer,3- C1020 Interior poors $4.50 $17,163 Door,single leaf,kd stcel fr�me,hollow m�etal,eommer�ial qualicy,flush, C1030 Fittings $0.50 $1,907 Toilet partitions,cubides,cefling hung,stainless stecl C3010 Wall Finishes $1.63 $6,217 ��I�!, �� ;jJ � Painting,masonry or concrete, latex,brushwork, prim�r&2 cqats Painting,masonry or concrete,lat�x, brushwork,addition for blc�ck filler C3020 Floor Finishes $7.00 $26,698 Carpet,tufted,nylon, �oll goads, 12'wide,36 oz Carpst,paddln�,add to above,m(nimum Vinyl,c4mpositlon cfle,maximum Tlle,ceramic natural elay C3030 Ceiling Finishes $5.20 $19,833 Acoustic ceilings,3/4"mineral fiber,12"x 12"tile,concealed 2" bar& r �� D2010 Plumbing Fixtures $6.00 $22,884 Water doset,vitreous china,bowl only with flush valve,wall hung Urinal,vikreous china,wall hung Lavatory w/trim,wall hung, PE on CI, 19"x 17" Service sink w/trim, PE on Gl,wall hung w/rim guard, 2A" x 20" Water cooler,electric,wall hung,wheelchair tyqe, 7,5 GPH D2020 Domestic Water Distribution $1.50 $5,721 Gas fired water heater, residential, 10Q�F r(se,30 gai tank,32 GPH D2040 Rain Water Drainage $0.75 $2,861 Roof drain,steel galv sch�}0 threaded,!l° diam piping, 10' high D3050 Terminal&Package Units $13.00 $49,582 Rooftop,multizone,air condlt'toner,offices, 10,Q00 S�,31,66 ton D4010 Sprinklers $0.00 $0 D4020 Standpipes $0.00 $0 D5010 Electrical Service/Distribution $8.00 $30,512 Service inskallation, includes breakers, metering,2Q'conduit&wire,3 Feeder installation 600 V,including RGS conduit and XHHW wire,2Q0 A Switchgear installation, incl switchboard, panels&circuit breaker, D5020 Lighting and Branch Wiring $7.50 $28,605 Receptacles ind plate, box,conduit,wire,4 per 1000 SF, .5 wakts per SF Miscellaneous power, 1 watt D5030 Communications and Security $4.50 $17,163 Communication and alarm systems,fire detection,addressable, Internet wiring, 4 data/voice outlets qer 1000 S.F, D5090 Other Electrical Systems $0.00 $0 Generator sets,w/battery,charger, muf#ler and transfer switch, � � ��'�� E1090 Other Equipment 0 0 �- : . . ��. , _ � � _, - _, ,...t }F�' i .. . � ♦ • SubTotal 100% $112.71 $429,876 Contractor Fees(General Conditions,Overhead,Profit) 10.00% $11.27 $42,988 ArchitecturalFees $0.00 $0 UserFees $0.00 $0 e • � Richfield, Minnesota Proposed TIF: Maintenance Office Map No.s Project No.130637.00 Parcel34-028-24-34-0073 Unit Code Related Cost Items Unit Cost Units Quantity Total I Accessibility Items Replace toilets to provide handicap access for each sex Build(2)new acccessible toilet rooms w/compliant number of accessories and fixtures Remove existing toilet rooms $ 2,500.00 Lump 1 $ 2,500.00 water closets $ 2,500.00 each 2 $ 5,000.00 lavatories $ 1,750.00 each 2 $ 3,500.00 2 sets of grab bars $ 300.00 each 2 $ 600.00 2 sets toilet room accessories $ 300.00 each 2 $ 600.00 Interior room reconstruction(doors,partitions,finishes) $ 60.00 SF 240 $ 14,400.00 new door 6'-8"x3'-0" $ 800.00 Each 2 $ 1,600.00 Reinstall toilet Room Ventilation System $ 500.00 each 2 $ 1,000.00 $29,200.00 Provide 2 handicapped parking spaces Add striping at main entry door and existing parking area $ 50.00 ea 2 $ 100.00 Parking requires signage MN 1341.0428 $ 150.00 ea 2 $ 300.00 Provide accessible drinking fountain $ 800.00 ea 1 $ 800.00 Provide accessible route from parking lot to street level bldg.entry- MN 1341.0401&1341.0405 H provide ramp to reduce threshold to less than 1/2". IBC1008.1.6 $ 1,500.00 Each 1 S 1,500.00 provide compliant accessible kitchen cabinets $ 70.00 LF 12 $ 840.00 Exiting Install new egress door and hardware cut new opening in block/brick wall $ 350.00 Lump 1 $ 350.00 steel lintel and masonry at new opening $ 500.00 Lump 1 $ 500.00 install new egress sized frame and door w/panic hardware $ 1,500.00 Each 1 $ 1,500.00 patch and repair finishes $ 400.00 Lump 1 $ 400.00 install new egress door w/panic hardware at south $ 1,000.00 Each 1 $ 1,000.00 Replace door knobs with compliant operating hardware $ 500.00 Each 6 $ 3,000.00 Provide electric illuminated exit signs and emergency lighting $ 400.00 Each 2 $ 800.00 MN 1003.2.10 and 1003.2.11 Fire Protection Replace existing storage area doors with fire-rated doors $ 800.00 each 2 $ 1,600.00 Exterior Construction Provide code compliant exterior wall covering Repoint block/brick joints(20%) $ 3.75 SF 960 $ 3,600.00 Roof Construction � Remove and replace roof: fill holes,provide adequate ventilation MN1305.1507.10.1 to 1305.1507.15.1 Remove existing roof $ 0.75 SF 3,814 $ 2,860.50 ' Install new roofing system $ 7.00 SF 3,814 $ 26,698.00 ; Mechanical-Electrical Provide GFCI protected receptacles at garage $ 250.00 each 4 $ 1,000.00 Provide GFCI protected receptacles at bathroom and service sink $ 250.00 each 4 $ 1,000.00 Total Code Improvements $ 77,049 Page 1 of 1 130637 Richfield PW TIF-Photos-Vehicle Maintenance Office ��i� w ��"- \ iV�� x�,, �Fr . .� �� f i� ,s�:� i;� � . . . ,�� z. �� . - ;� � . � , I �; � �M � �� ;� "�. =�� ,� ,� � �. , � . 4 .;..� .. : ., - . � . . ,. 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