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Planning Commission Agenda - 06/04/2024AGENDA REGULAR MEETING — PLANNING COMMISSION Tuesday, June 4, 2024 — 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners: Chair Paul Konsor, Vice Chair Andrew Tapper, Teri Lehner, Melissa Robeck, Rob Stark Council Liaison: Councilmember Charlotte Gabler Staff: Angela Schumann, Steve Grittman, Ron Hackenmueller, Hayden Stensgard 1. General Business A. Call to Order MERNIM. C. Consideration of Additional Agenda Items D. Approval of Agenda E. Approval of Minutes • Regular Meeting Minutes —May 7, 2024 F. Citizen Comments 2. Public Hearings A. Consideration of an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.012 — Definitions, and 153.091— Use - Specific Standards related to Wrecker & Towing Services as a Principal Use including Definitions, Use -Specific Standards, and other regulations as necessary to define and limit the intent or application of the proposed amendment Applicant: City of Monticello B. Consideration of a Request for Conditional Use Permit for Wrecker & Towing Services as a Principal Use in the B-3, Highway Business District Applicant: Nick Christenson C. Consideration of a Request for Preliminary & Final Plat of Cedar Street Storage; Revocation of an Existing Conditional Use Permit for Planned Unit Development; Development & Final Stage Planned Unit Development; Rezoning to Planned Unit Development Applicant: Bruce Stainbrook D. Consideration of an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Sections 153.012 — Definitions, 153.028 — Specific Review Procedures & Requirements, 153.090 — Use Table, & 153.091— Use -Specific Standards related to Contractor's Yard —Temporary, & Extraction of Minerals/Materials as Principal Interim Uses including Definitions, Use -Specific Standards, & other regulations as necessary to define and limit the intent or application of the proposed amendment Applicant: City of Monticello E. Consideration of an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.091, Use -Specific Standards, as related to Day Care Centers as a Principal Use in the Industrial & Business Campus (IBC) District Applicant: City of Monticello 3. Regular Agenda 4. Other Business A. Building Department Presentation B. Community Development Director's Report S. Adjournment MINUTES REGULAR MEETING — PLANNING COMMISSION Tuesday, May 7, 2024 — 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners Present: Chair Paul Konsor, Teri Lehner, Melissa Robeck, Rob Stark Commissioners Absent: Vice Chair Andrew Tapper Council Liaison Present: Councilmember Charlotte Gabler Staff Present: Angela Schumann, Steve Grittman, Ron Hackenmueller, Hayden Stensgard 1. General Business A. Call to Order Chair Paul Konsor called the regular meeting of the Monticello Planning Commission to order at 6:00 p.m. B. Roll Call Mr. Konsor called the roll. C. Consideration of Additional Agenda Items None D. Approval of Agenda ROB STARK MOVED TO APPROVE THE MAY 7, 2024 REGULAR PLANNING COMMISSION MEETING AGENDA. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. E. Approval of Meeting Minutes • Joint Workshop Meeting Minutes —April 2, 2024 PAUL KONSOR MOVED TO APPROVE THE APRIL 2, 2024 JOINT WORKSHOP MEETING MINUTES. MELISSA ROBECK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. • Regular Meeting Minutes —April 2, 2024 PAUL KONSOR MOVED TO APPROVE THE APRIL 2, 2024 REGULAR MEETING MINUTES. MELISSA ROBECK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. • Joint Workshop Meeting Minutes — April 8, 2024 PAUL KONSOR MOVED TO APPROVE THE APRIL 8, JOINT WORKSHOP MEETING MINUTES. ROB STARK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. • Special Meeting Minutes — April 15, 2024 PAUL KONSOR MOVED TO APPROVE THE APRIL 15, 2024 SPECIAL MEETING MINUTES. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. Citizen Comment None 2. Public Hearings A. Continued —Consideration of an Amendment to the Monticello Citv Code. Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.046 Overlay Zoning Districts, Adopting the updated Flood Hazard Determination including Flood Insurance Study and Flood Insurance Rate Maps for the City of Monticello as part of the Official Zoning Map and the subiect Zoning Ordinance Section herein. Applicant: City of Monticello Community Development Director Angela Schumann provided an overview of the agenda item to the Planning Commission and the public. Wright County's flood hazard determination was finalized by the Federal Emergency Management Agency (FEMA), and the City of Monticello is required to adopt new flood maps based on those determinations. The prior maps were from 1979 and 1981. This process began in 2011, and in 2016, public comment was taken on the updated information and finalized in December of 2023. A requirement of the National Flood Insurance Program, the City of Monticello is required to update its Floodplain ordinance to reference the new maps to be in effect on June 20, 2024, in order to remain eligible for the program. Notice of these changes was provided to all property owners that have floodplain designation on their property prior to the public hearing date. Staff's recommendation was for approval of the ordinance amendment. Ms. Schumann clarified that the public comment and appeal period was held in 2016, where property owners were initially notified, Staff noticed again following FEMA's letter noting that the determinations were finalized in case property ownership of any of the affected properties changed ownership. There were no opportunities for appeals to the determinations following the 2016 comment period. Mr. Konsor asked for clarification on whether this step is a requirement of affected cities and counties. Ms. Schumann confirmed that if the City wants to remain eligible for the National Flood Insurance Program, adoption of the updated FIRM panels is a required step. Mr. Konsor opened the public hearing portion of the agenda item. Mr. Konsor closed the public hearing portion of the agenda item. PAUL KONSOR MOVED TO ADOPT RESOLUTION 2024-12 RECOMMENDING ADOPTION OF ORDINANCE NO. 825 FOR AMENDMENT TO THE MONTICELLO CITY CODE, TITLE XV: LAND USAGE, CHAPTER 153: ZONING ORDINANCE, SECTION 153.046: OVERLAY ZONING DISTRICTS, ADOPTING THE UPDATED FLOOD HAZARD DETERMINATION INCLUDING FLOOD INSURANCE STUDY AND FLOOD INSURANCE RATE MAPS FOR THE CITY OF MONTICELLO AS PART OF THE OFFICIAL ZONING MAP AND THE SUBJECT ZONING ORDINANCE SECTION HEREIN, BASED ON THE FINDINGS IN SAID RESOLUTION. MELISSA ROBECK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. B. Consideration of a Request for a Conditional Use Permit for Accessory Structures Exceeding 1,200 Square Feet in the R-1, Single -Family Residential District. Applicant: Ben Holland Community & Economic Development Coordinator Hayden Stensgard provided an overview of the agenda item to the Planning Commission and the public. The request was for construction of a 640-square-foot detached accessory structure along the south and east sides of the property with a driveway expansion extending from its existing curb cut to the proposed structure. The site has an existing 832-square-foot attached garage, and the proposed structure would bring the total square footage of accessory structures to 1,472 square feet. The proposed location was found by staff to be not in the front yard, as accessory structures are not allowed in the front yard by ordinance. The existing layout of the lot accommodates the proposed location in the side yard. The applicant also proposed the installation of a parking pad along the east building line of the proposed structure at 14 feet in width. Mr. Stensgard noted that while the use of that pad for parking would not be compliant with the zoning ordinance language referenced in the staff report, the zoning ordinance regulates only the use of the proposed pad, and not the installation of it. Councilmember Charlotte Gabler asked if the proposed parking pad would be something calculated into the total impervious surface area on a property. Mr. Stensgard confirmed. Mr. Konsor opened the public hearing portion of the agenda item. Mr. Konsor closed the public hearing portion of the agenda item. TERI LEHNER MOVED TO ADOPT RESOLUTION PC-2024-13 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR ACCESSORY STRUCTURE SPACE EXCEEDING 1,200 SQUARE FEET ON A PARCEL IN AN R-1, SINGLE-FAMILY RESIDENTIAL DISTRICT, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS IN EXHIBIT Z. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. C. Consideration of a Request for an Amendment to a Conditional Use Permit for Electric Vehicle Charging Stations as an Accessory Use in the B-3, Highway Business District. Applicant: Doug Walkup City Planner Steve Grittman provided an overview of the agenda item to the Planning Commission and the public. The Holiday Store located at 110 Oakwood Drive E., submitted a request to change the standard parking located in the rear of the principal building (12 spaces) into electric vehicle charging stations. The applicant noted in their narrative that the stations would be installed in phases, and the first phase would consist of four parking stalls being converted. Per the Monticello Zoning Ordinance, seven or more electric vehicle charging stations are allowed in the B-3, Highway Business District by Conditional Use Permit. Though the first phase will only convert four stalls, staff provided a recommendation to the Planning Commission based on all phases, so the applicant would not need to seek approval for each subsequent phase. Staff recommended approval of the request conditioned on the comments identified in Exhibit Z in the agenda item. Mr. Konsor asked for clarification on the required setback of the mechanical equipment. Mr. Grittman noted that due to the west property line being adjacent to public right of way (Highway 25), the minimum setback for the proposed mechanical equipment is 20 feet. If the equipment was shifted to the east side of the property, the setback would need to be six feet. Mr. Konsor opened the public hearing portion of the agenda item. J. J. Benson, on behalf of the applicant, addressed the Planning Commission and the public. Mr. Konsor closed the public hearing portion of the agenda item. PAUL KONSOR MOVED TO ADOPT RESOLUTION NO. PC-2024-14, RECOMMENDING APPROVAL OF THE AMENDMENT TO A CONDITIONAL USE PERMIT FOR ELECTRIC VEHICLE CHARGING FACILITIES AS AN ACCESSORY USE BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS OF EXHIBIT Z. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. D. Consideration of a Reauest for an Amendment to a Conditional Use Permit for Planned Unit Development for a Restaurant as a Principal Use and Drive - Through Services as an Accessory Use in the B-4, Regional Business District. Applicant: Westwood Professional Services Mr. Grittman provided an overview of the agenda item to the Planning Commission and the public. The applicant's request to amend the CUP for PUD in the Union Crossings commercial area is for a proposed new construction Panera Bread location on a currently vacant lot, that would include a single drive - through service aisle. Restaurants are a permitted use in the underlying zoning district, which is B-4, Regional Business District, and drive-throughs as an accessory use are allowed conditionally. Staff recommended approval noting the identified conditions of approval in Exhibit Z of the agenda item. Mr. Konsor noted concern about snow plowing and storage on site, given there is little space between the parking and the alleyway along the east property line. Mr. Konsor opened the public hearing portion of the agenda item. Mike Gilbert, on behalf of the applicant, addressed the Planning Commission and the public. Mr. Konsor closed the public hearing portion of the agenda item. PAUL KONSOR MOVED TO RECOMMEND APPROVAL OF THE AMENDED CUP/PUD FOR RESTAURANT WITH DRIVE-THRU FACILITIES BASED ON THE FINDINGS IN RESOLUTION NO. PC-2024-15 AND SUBJECT TO THE CONDITIONS OF EXHIBIT Z. MELISSA ROBECK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. 3. Regular Agenda None 4. Other Business A. Consideration of a Letter to Governor Walz Supporting Retention of Local Land Use Authority Ms. Schumann provided an overview of the agenda item to the Planning Commission and the public. The 2024 state legislature introduced multiple bills that affect local land use authority related to zoning items such as building materials, parking, etc. The Planning Commission was asked to consider signing and submitting a letter drafted by staff encouraging Governor Walz to vote against any legislation that would further restrict local authority in these regards. Commissioner Lehner asked if staff would be willing to copy Monticello's state legislators on this letter as well. Ms. Schumann confirmed. PAUL KONSOR MOVED TO AUTHORIZE THE SUBMISSION OF A LETTER TO GOVERNOR WALZ SUPPORTING THE RETENTION OF LOCAL LAND USE AUTHORITY. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. B. Community Development Director's Report Ms. Schumann provided an overview of the agenda item to the Planning Commission and the public. No Action was taken on the agenda item. 5. Adjournment ROB STARK MOVED TO ADJOURN THE MAY 7, 2024 REGULAR MEETING OF THE MONTICELLO PLANNING COMMISSION. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0, MEETING ADJOURNED AT 7:20 P.M. Planning Commission Agenda — 06/04/2024 2A. Public Hearine - Consideration of a Reauest for an Amendment to the Monticello Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.012 — Definitions, and 153.091— Use -Specific Standards related to Wrecker & Towing Services as a Principal Use includine Definitions. Use -Specific Standards, and other regulations as necessary to define and limit the intent of application of the Proposed Amendment. Applicant: Citv of Monticello. Prepared by: Meeting Date: Council Date (pending Stephen Grittman, Grittman 06/04/2024 Commission action): Consulting, City Planner 06/24/2024 Additional Analysis by: Community Development Director, Community & Economic Development Coordinator ALTERNATIVE ACTIONS Decision 1: Consideration of an Ordinance Amendment — Wrecker & Towing Services as a Principal Use 1. Motion to adopt Resolution No. PC-2024-16 recommending approval of an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.012 — Definitions, and 153.091— Use -Specific Standards related to Wrecker & Towing Services as a Principal Use including Definitions, Use -Specific Standards, and other regulations as necessary to define and limit the intent of application of the proposed amendment, based on findings in said resolution. 2. Motion to deny the adoption of Resolution No. PC-2024-16 recommending approval of an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.012 — Definitions, and 153.091— Use -Specific Standards related to Wrecker & Towing Services as a Principal Use including Definitions, Use -Specific Standards, and other regulations as necessary to define and limit the intent of application of the Proposed Amendment based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC-2024-16. REFERENCE AND BACKGROUND Property: Legal Description: N/A PID #: N/A Planning Case Number: 2024-26 1 Planning Commission Agenda — 06/04/2024 Request(s): Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.012 — Definitions, and 153.091— Use -Specific Standards related to Wrecker & Towing Services as a Principal Use including Definitions, Use - Specific Standards, and other regulations as necessary to define and limit the intent of application of the Proposed Amendment Deadline for Decision: July 12, 2024 (60-day deadline) September 10, 2024 (120-day deadline) Land Use Designation: N/A Zoning Designation: N/A Overlays/Environmental Regulations Applicable: N/A Current Site Uses: N/A Project Description: In a companion application, a business owner (Bob's Towing) is seeking a Conditional Use Permit to continue operation of a Wrecker and Towing Services business. In reviewing the existing ordinance for the application, staff determined that amendments to the existing language of the Zoning Ordinance establishing the Use Standards applicable to Wrecker and Towing Services would further clarify the ordinance. ANALYSIS Wrecker and Towing Services are allowed as a Conditional Use in the B-3 (highway Business) District and as a Permitted Use 1-2 (Heavy Industrial) Zoning District. The zoning ordinance defines Wrecker and Towing Services as follows: WRECKER AND TOWING SERVICE. An establishment operated for the purpose of temporary storage onsite of no more than nine wrecked or inoperable vehicles for a period no longer than 90 days. If an establishment has ten or more inoperable vehicles located on -site, stores inoperable vehicles for more than 90 days, stacks vehicles top to bottom, or portions of the vehicles are dismantled or removed for sale, it shall be considered a junkyard. The proposed changes to the ordinance are largely related to the proximity and use aspects of the business. The changes are meant to regulate towing and towing -related activities separately from those more commonly associated with a salvage yard. Although the City does Planning Commission Agenda — 06/04/2024 have a use classification for "Recycling & Salvage Center" the ordinance does not permit salvage yards which dismantle vehicles in any zoning district. As such, aspects of the current code are no longer applicable to this land use classification. "Wrecker Services" are subject to a specific set of requirements in the ordinance. The proposed changes to the standards are shown below. (18) Wrecker and Towing Services. (b a) All outside storage shall be enclosed by a sight -obscuring fence ofat lea up to eight feet in height., ..� The fence and the materials used to construct it shall be approved of by the city. (c- b) No vehicles or junk shall be dismaRtled &F stored within the 100-year floodplain. (d c) Upon receiving a motor vehicle which will not be repaired, the battery shall be according to all applicable fed-e-Fal and state la.ys rules and regulatien.- the applicant will take measures to ensure that no discharge of any fluids from any motor vehicle shall be rmitted into or onto the Rround. (e d) To FeduceReise, all No dismantling of motor vehicles shall be allowed. take place (# e) No vehicles OF jUIF shall be stored within 300 feet of a well that serves as a public or private water supply unless such well serves the business. (if) No vehicles, 4 URk OF paFts ef etheF items shall be steFed eleseF than 100 feet ef aRY pFepertyIine-Towed vehicles shall be stored only in areas behind the front building line of the property, screened as required in this section. Towing equipment and vehicles may be narked in specifically designated locations on an aaaroved site clan. Planning Commission Agenda — 06/04/2024 The proposed amended use standards are intended to reasonably utilize property for motor vehicle -related business as described in the B-3 purpose statement: (E) Highway Business District, B-3. The purpose of the "B-3" (highway business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities. The amended use standards are also reasonable for Wrecker and Towing Services as permitted uses located within the 1-2 District. The limitations identified in the existing ordinance language appear to have been primarily focused on limiting the potential impacts of salvage yard operations, which as noted, are no longer allowed within the City. Towing businesses are compatible with other B-3 business uses, including specifically those in the immediate neighborhood of the proposed CUP in the companion application. With the amendments to the use standards as proposed, staff believes that the language better reflects the actual intent of the use classification and the districts in which the use may be allowed. STAFF RECOMMENDED ACTION Staff recommends approval of the amendment to the Zoning Ordinance as proposed. The ordinance amendments are requested to better align the specific use standards applicable to towing services. SUPPORTING DATA A. Resolution PC-2024-16 B. Draft Ordinance No. XXX C. Monticello Zoning Ordinance, Excerpts D. Monticello Official Zoning Map la] CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-16 RECOMMENDING ADOPTION OF AN ORDINANCE AMENDING THE ZONING ORDINANCE RELATED WRECKER AND TOWING SERVICES AS A PRINCIPAL USE WHEREAS, the City of Monticello includes Wrecker and Towing Services as an allowed use in B-3 and 1-2 zoning districts; and WHEREAS, the zoning regulations applicable to Wrecker and Towing Services include provisions relating primarily to salvage yards which is no longer an allowed land use in the City; and WHEREAS, the City finds that revision of the Code to specifically relate to Wrecker and Towing Services would better serve both the City and the affected businesses; and WHEREAS, the Planning Commission held a public hearing on June 4t", 2024 on the application and the applicant City of Monticello and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The zoning amendment provides an appropriate means of furthering the intent of the Comprehensive Plan by focusing the ordinance regulations the specific use of Wrecker and Towing Services rather than Salvage Yards. The proposed amendment makes no other changes to the nature of uses that would otherwise exist in commercial or industrial districts. 3. The change in zoning language will accommodate reasonable and efficient operation of existing or new businesses. 4. The change in language will have no expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve commercial uses as expected. 5. The existing language of the code is outdated given the prohibition of Salvage Yards in the City. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the zoning amendment to modify the regulations applicable to Conditional Use Permits for Wrecker and Towing Services as defined in the proposed ordinance. ADOPTED this 41" day of June, 2024, by the Planning Commission of the City of Monticello, Minnesota. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-16 MONTICELLO PLANNING COMMISSION M ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director 2 MR111►Fill ►[yA01[SX.M AN ORDINANCE AMENDING THE MONTICELLO CITY CODE XV, CHAPTER 153, MONTICELLO ZONING ORDINANCE, SECTIONS 153.091 (F)(18) RELATED TO WRECKER AND TOWING SERVICES THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: SECTION 1. § 153.091(F) is hereby amended to read as follows: (18) Wrecker and Towing services. (b a) All outside storage in shall be enclosed by a sight -obscuring fence of at ��up to eight feet in height_ h The fence and the materials used to construct it shall be approved of by the city. (e b) No vehicles er shall be ,air -anfle^' ^F stored within the 100-year floodplain. (4 c) Upon receiving a motor vehicle which will not be repaired, the batter., shall he _... ..,. .... _.._ _..�..._ .... .... _, ------------- ..--- , ........._ ......... - .... _110.11_ _-_-__-_- be acc rrding to all appliGable fo,dorall aAd State laws, rules aR d regal-,+,^n.. the applicant will take measures to ensure that no discharge of any fluids from any motor vehicle shall be permitted into or onto the ground. (e d) wed Fuse, all No dismantling of motor vehicles shall be allowed. tal�e place (f) Ne vehicle OF jURI( shall be dismaRtled er stered within 30-0- feet ef -;;Ay water b0dy-&F r,laR d wetland regardless of size ()Nevehic.1es ems,<sha111 be Ste -Fed- v.fth1P 39feet frA-.PA the -der+., I;ne ^f a Ry the p blie faeoli+. (4 e) No vehicles e shall be disman. +1ed1 ^r stored within 300 feet of a well that serves as a public or private water supply unless such well serves the business. (i f) No vehiGles, J614 GF PaFtS of other items shall be stered eleser thaR 100 feet Of aW.' pFeperty '*Re —.Towed vehicles shall be stored only in areas behind the front building line of the property, screened as required in this section. Towing equipment and vehicles may be parked in specifically designated locations on an approved site plan. SECTION 2. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title XV, Chapter 153, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. SECTION 3. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall. ATTEST: Rachel Leonard, Administrator AYES: NAYS: Lloyd Hilgart, Mayor PA § 153.012 DEFINITIONS. WRECKER AND TOWING SERVICE. An establishment operated for the purpose of temporary storage onsite of no more than nine wrecked or inoperable vehicles for a period no longer than 90 days. If an establishment has ten or more inoperable vehicles located on -site, stores inoperable vehicles for more than 90 days, stacks vehicles top to bottom, or portions of the vehicles are dismantled or removed for sale, it shall be considered a junkyard. § 153.090 USE TABLE. TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted AO RA R1 R2 TN R3 R4 MH B1 B2 B3 B4 CCD PCD IBC 11 12 "C" = Conditionally Permitted "I" = Interim Permitted Industrial Uses Wrecker and towing C P § 153.091(F)(17) services § 153.091 USE -SPECIFIC STANDARDS. (F) Regulations for industrial uses. (18) Wrecker services. (a) No portion of any salvage yard or junkyard shall be located within 500 feet of any residence district. (b) All outside storage in such yards shall be enclosed by a sight -obscuring fence of at least eight feet in height, which fence and the materials used to construct it shall be approved of by the city. (c) No vehicles or junk shall be dismantled or stored within the 100-year floodplain. (d) Upon receiving a motor vehicle which will not be repaired, the battery shall be removed and the engine lubricant, transmission fluid, brake fluid and engine coolant shall be drained into watertight, covered containers and shall be recycled or disposed of according to all applicable federal and state laws, rules, and regulations. No discharge of any fluids from any motor vehicle shall be permitted into or onto the ground. (e) To reduce noise, all dismantling of motor vehicles shall take place during timeframes deemed reasonable by the city. (f) No vehicle or junk shall be dismantled or stored within 300 feet of any water body or inland wetland, regardless of size. (g) No vehicles or junk shall be stored within 300 feet from the property line of any school, church, public playground, public park or cemetery or within ordinary view from the public facility. (h) No vehicles or junk shall be dismantled or stored within 300 feet of a well that serves as a public or private water supply unless such well serves the business. (i) No vehicles, junk or parts of other items shall be stored closer than 100 feet of any property line. L Planning Commission Agenda — 06/04/2024 2B. Public Hearine - Consideration of a uest for Conditional Use Permit for Wrecker and Towing Services as a Principal Use in the B-3, Highway Business District. Applicant: Nick Christenson o/b/o Bob's Towing. Prepared by: Meeting Date: Council Date (pending Stephen Grittman, Grittman 06/04/2024 Commission action): Consulting, City Planner 06/24/2024 Additional Analysis by: Community Development Director, Community & Economic Development Coordinator ALTERNATIVE ACTIONS Decision 1: Consideration of a Conditional Use Permit for Wrecker and Towing Services as a Principal Use in the B-3, Highway Business District. 1. Motion to adopt Resolution No. PC-2024-17 recommending approval of a Conditional Use Permit for Wrecker and Towing Services as a Principal Use in the B-3, Highway Business District, based on the findings in said resolution and subject to the conditions in Exhibit Z. 2. Motion to deny the adoption of Resolution No. PC-2024-17 recommending approval of a Conditional Use Permit for Wrecker and Towing Services as a Principal Use in the B-3, Highway Business District, based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC-2024-17. REFERENCE AND BACKGROUND Property: Address: 217 & 219 Sandberg Road Legal Description: A Portion of Lot 4, Block 2, Sandberg South PID #: 155-027-002040 Planning Case Number: 2024-23 Request(s): Conditional Use Permit for Wrecker and Towing Services as a Principal Use in the B-3, Highway Business District Deadline for Decision: July 7, 2024 (60-day deadline) September 5, 2024 (120-day deadline) Land Use Designation: RC, Regional Commercial 1 Planning Commission Agenda — 06/04/2024 Zoning Designation: B-3, Highway Business Overlays/Environmental Regulations Applicable: Freeway Bonus Sign District Current Site Uses: Wrecker and Towing Service, and Retail Sales (Two -Tenant Facility) Surrounding Land Uses: North: Auto Body Repair —Major East: Plumbing Service Company South: Auto Body Repair —Major West: Vacant Commercial Land Project Description ANALYSIS The applicant is seeking a Conditional Use Permit to continue operation of a Wrecker and Towing Services business. The applicant utilizes a portion of the existing building for office and dispatch purposes, and the rear portion of the site for temporary storage of towing equipment and vehicles pending transport to other locations. An existing Conditional Use Permit for Planned Unit Development is in place for the property. The CUP for PUD authorized vehicle storage on site. Wrecker and Towing Services are listed as a Conditional Use in the B-3 District, the applicable zoning district for the subject property. The zoning ordinance defines Wrecker and Towing Services as follows: WRECKER AND TOWING SERVICE. An establishment operated for the purpose of temporary storage onsite of no more than nine wrecked or inoperable vehicles for a period no longer than 90 days. If an establishment has ten or more inoperable vehicles located on -site, stores inoperable vehicles for more than 90 days, stacks vehicles top to bottom, or portions of the vehicles are dismantled or removed for sale, it shall be considered a junkyard. The property in question has received approval of prior Conditional Use Permits that allowed towing facilities in connection with both on -site and nearby auto repair facilities. However, the auto -repair services are no longer associated with this property. Planning Commission Agenda — 06/04/2024 As this applicant operates the wrecker and towing services at this property as a separate business, the proposal seeks to formalize the "Wrecker and Towing" CUP provisions for the current user. The applicant has provided an illustration of the proposed site that shows an area generally behind the principal building as being used for the storage of towed vehicles and 4-5 tow vehicles. The area is enclosed by a solid fence that extends from the building's front corner and along the side and rear property lines. Parking for staff and clients is available in the front area of the property. The proposed CUP, with the provisions identified by the applicant's narrative, reasonably utilizes the site for motor vehicle -related business as described in the B-3 purpose statement: (E) Highway Business District, B-3. The purpose of the "13-3" (highway business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities. Conditional Use Permit Criteria. Approval of a conditional use permit application (including amendments) requires that the City find that conditions can be established to ensure that all the following criteria will always be met: (i) The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property. Staff Comment: As an existing business, and consistency with the requirements of the ordinance (as amended) and with other applicable code standards, it is not expected that the CUP will result in any impact to property values. (ii) The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use. Staff Comment: The towing operation contributes to health and safety, and is a common and important function. As it is located in an area of other similar businesses, there is no expectation that the use will have detrimental impacts. (iii) The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area. Staff Comment: Existing development patterns are well established and the CUP will not change the pattern or intensity of uses in the area. (iv) The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided. 3 Planning Commission Agenda — 06/04/2024 Staff Comment: The CUP will accommodate a use that is already operating in the area, and which is well -served by existing infrastructure. (v) The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City Code requirements. Staff Comment: The existing site supplies adequate on -site parking without the need for the parking spaces being converted by this project. Storage areas are behind the building and screen fence, as required by code regulations. (vi) The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution. Staff Comment: With adherence to the required screening and location standards of the relevant codes, no nuisances are expected. (vii) The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines, and all erosion will be properly controlled. Staff Comment: No impacts to any natural features are expected with this project. (viii) The conditional use will adhere to any applicable additional criteria outlined in the Zoning Ordinance for the proposed use. Staff Comment: The applicant's site plan and other materials indicate that the project will be in compliance with relevant zoning requirements. Further, staff has proposed a companion application to amend the zoning ordinance language to better reflect regulations specific to towing and towing -related activities. The proposed amendments to the "Wrecker Services" use standards are as follows.: (18) Wrecker and Towing Services. (b a) All outside storage *^ SUGh YaFd shall be enclosed by a sight -obscuring fence of at p up to eight feet in height_ h The fence and the materials used to construct it shall be approved of by the city. (c- b) No vehicles elk shall be dismantled ^F stored within the 100-year floodplain. (4 c) Upon receiving a motor vehicle which will not be repaired, the batter„ shall he aceardiRg to all plie bl federal and star laws, rules,and nd regulations. the applicant will 4 Planning Commission Agenda — 06/04/2024 take measures to ensure that no discharge of any fluids from any motor vehicle shall be permitted into or onto the ground. (e d) ToTedueeneise, all No dismantling of motor vehicles shall be allowed. take place .d6 iFin . timeframes deemed r able by the e4 (g) No vehieles er junk shall be stored within 300 feet fre.m. the property iine of aRy (# e) No vehicles eFjURk shall be disma^+I^,d ^r stored within 300 feet of a well that serves as a public or private water supply unless such well serves the business. (i f) ra-e vehicles, 614-eF p'aFtr Af Pthpr $h;411 he c+^r^id rI^c^r than 'I On feet ^f any property line —.Towed vehicles shall be stored only in areas behind the front building line of the property, screened as required in this section. Towing equipment and vehicles may be parked in specifically designated locations on an approved site plan. The towing business is compatible with other B-3 business uses, including specifically those in the immediate neighborhood of the proposed CUP. The proposed amendments to the ordinance would further support and define the requirements specific to wrecker and towing services. STAFF RECOMMENDED ACTION Staff recommends approval of the CUP for Bob's Towing as proposed, with the conditions identified in the revised ordinance text, and summarized in Exhibit Z. The proposed use is consistent with prior use of the site for Auto Repair -Minor, and with uses generally anticipated in the B-3 (Highway Business) District. SUPPORTING DATA A. Resolution PC-2024-17 B. Aerial Site Image C. Applicant Narrative D. Aerial Image Noting Vehicle Parking & Storage Locations Z. Conditions of Approval Planning Commission Agenda — 06/04/2024 EXHIBIT Z Conditions of Approval Conditional Use Permit for Wrecker and Towing Services as a Principal Use in the B-3, Highway Business District PI D: 155-027-002040 Legal: A Portion of Lot 4, Block 2, Sandberg South Address: 217 & 219 Sandberg Road, Monticello, MN 55362 1. Consistent with the City's definition, no more than nine inoperable towed vehicles may be stored on site at one time. 2. All outside storage in such yards shall be enclosed by a sight -obscuring fence of -up to eight feet in height. The fence and the materials used to construct it shall be approved of by the city. 3. No vehicles shall be stored within the 100-year floodplain. 4. Upon receiving a motor vehicle which will not be repaired, the applicant will take measures to ensure that no discharge of any fluids from any motor vehicle shall be permitted into or onto the ground. 5. No dismantling of motor vehicles shall be allowed. 6. No vehicles shall be stored within 300 feet of a well that serves as a public or private water supply unless such well serves the business. 7. Towed vehicles shall be stored only in areas behind the front building line of the property, screened as required in this section. Towing equipment and vehicles may be parked in specifically designated locations on an approved site plan. 8. All employee parking is to occur on -site. 9. Comments and recommendations of other Staff and Planning Commission. 1.1 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-17 RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR A WRECKER AND TOWING SERVICES BUSINESS A B-3, HIGHWAY BUSINESS DISTRICT PID 155-027-002040 WHEREAS, the applicant has submitted a request to amend an existing Conditional Use Permit for the operation of a Wrecker and Towing facility; and WHEREAS, the proposed Wrecker and Towing facility would continue the previous use consistent with the requirements of the prior approvals; and WHEREAS, the proposed use would have no other expected impacts on the site; and WHEREAS, the site is zoned Highway Business (B-3), which allows such use as an accessory use by Conditional Use Permit; and WHEREAS, the use would continue to be consistent with the long-term land use plan for the City and the location, including the designation of the site for "Community Commercial" uses; and WHEREAS, the applicants have provided materials documenting that the proposed use facilitate long-term use of the site under revised zoning regulations as proposed separately; and WHEREAS, the applicants have provided materials documenting that the proposed use will comply with the terms and standards of the zoning ordinance with the recommendations approved by the Planning Commission; and WHEREAS, the Planning Commission held a public hearing on June 4t", 2024 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans demonstrating that the proposed facility will be in compliance with the standards for Wrecker and Towing Service facilities found in the zoning ordinance as proposed to be revised. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-17 2. The applicant has provided plans demonstrating that the use will improve long- term use of the site for the current and future facility. 3. The parcel is intended for commercial uses, which is the existing and proposed use of the property. 4. The operation of the business will not create noise, odors, visual impacts, or other noticeable impacts on the property or the neighborhood beyond those expected for allowed uses in the zoning district. 5. The use will improve convenience to customers and to the public, consistent with the City's economic development objectives for commercial property. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the amendment to the Conditional Use Permit for electric vehicle charging facilities, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: Consistent with the City's definition, no more than nine inoperable towed vehicles may be stored on site at one time. All outside storage in such yards shall be enclosed by a sight -obscuring fence of up to eight feet in height. The fence and the materials used to construct it shall be approved of by the city. No vehicles shall be stored within the 100-year floodplain. 4. Upon receiving a motor vehicle which will not be repaired, the applicant will take measures to ensure that no discharge of any fluids from any motor vehicle shall be permitted into or onto the ground. 5. No dismantling of motor vehicles shall be allowed. 6. No vehicles shall be stored within 300 feet of a well that serves as a public or private water supply unless such well serves the business. 7. Towed vehicles shall be stored only in areas behind the front building line of the property, screened as required in this section. Towing equipment and vehicles may be parked in specifically designated locations on an approved site plan. 8. All employee parking is to occur on -site. 9. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 41" day of June, 2024 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-17 M ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director Request for CUP for Wrecker & Towing Service as a Principal Use PI D:155027002040 Address: 217 & 219 Sandberg Road Legal: Portion of Lot 4, Block 2, Sandberg South Created by: City of Monticello - - - - - - - - - - - - cHEpsa R�i&�17 164/7 �1 i f1 J, y u• �L 155027002040 70 • j 44 AA I or 155500142203 -A A Bob's Towing & Recovery Inc. 219 Sandberg Road Monticello, MN 55362 April 30, 2024 City of Monticello Land Use Application — Project Narrative The primary use for this property is to utilize the space for business operations. We utilize the front retail office as our dispatch center, break area, and meeting space. We utilize the buildings to store our trucks and to complete maintenance on our fleet. Our fleet consists of 9 trucks. During the day our fleet is being utilized throughout the area, at night, 4 trucks are kept at this location, inside our gate. From time to time, drivers will have down time and come back to the shop as their home base. The impound/storage lot is another aspect of the locations use. We are contacted by multiple law enforcement entities, such as the Wright County Sherriff's Office, Sherburne County Sherriff's Office, Minnesota State Patrol, Becker Police Department, Big Lake Police Department, and Metro Transit Police Department to respond to tow vehicles either involved in a crash or to impound the vehicle for various reasons. For this location, we have approximately 12-15 vehicles a month that come in and go out. The typical time a vehicle is in impound is 3 days, and for an accident 5 days. On occasion we are left with vehicles that are not picked up which we dispose of at 45 days, per state statute. A concern that may come up regarding vehicles that have crashed is leaking fluids. Most accidents, if fluids leak, leak at the scene of an accident or on the road from the accident scene to our lot. We utilize vehicle diapers, floor dry, siphon pumps, and other methods to mitigate any fluid spills as much as possible. We would categorize ourselves as in line with any other mechanic or body shop in the area. Overall, we have great relationships built with our neighbors in the area. As small businesses, we help each other out when needed and do our part to be good neighbors. 6jaqpueS s IL CU 2 1L 0 CJ Ear 0 4-J un to AM V a - $I- al Planning Commission Agenda — 06/04/2024 2C. Public Hearine - Consideration of a Reauest for Preliminary & Final Plat of Cedar Street Storage; Revocation of an Existing Conditional Use Permit for Planned Unit Development; Development & Final Stage Planned Unit Development; Rezoning to Planned Unit Development. Applicant: Bruce Stainbrook o/b/o StorageLink Prepared by: Meeting Date: Council Date (pending Stephen Grittman, Grittman 06/04/2024 Commission action): Consulting, City Planner 06/24/2024 Additional Analysis by: Community Development Director, Community & Economic Development Coordinator, Chief Building Official/Zoning Administrator, Assistant City Engineer ALTERNATIVE ACTIONS Decision 1: Consideration of a Zoning Amendment creating the Cedar Storage PUD Zoning District and rezoning the subject property from Pointes at Cedar District to Cedar Storage PUD Zoning District. 1. Motion to adopt Resolution No. PC-2024-18 recommending approval of a Zoning Amendment creating the Cedar Storage PUD Zoning District and rezoning the subject property from Pointes at Cedar District to Cedar Storage PUD Zoning District subject to the conditions in Exhibit Z and based on findings in said resolution. 2. Motion to deny the adoption of Resolution No. PC-2024-18 recommending approval of a Zoning Amendment creating the Cedar Storage PUD Zoning District and rezoning the subject property from Pointes at Cedar District to Cedar Storage PUD Zoning District based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC-2024-18. Decision 2: Consideration of Development Stage PUD approval for Cedar Street Storage. 1. Motion to adopt Resolution No. PC-2024-19 recommending approval of a Development Stage PUD for Cedar Storage Addition subject to the conditions in Exhibit Z and based on findings in said resolution. 2. Motion to deny the adoption of Resolution No. PC-2024-19 recommending approval of a Development Stage PUD approval for Cedar Storage Addition based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC-2024-19. Planning Commission Agenda — 06/04/2024 Decision 3: Consideration of a Preliminary Plat for Cedar Street Storage. 1. Motion to adopt Resolution No. PC-2024-20 recommending approval of the Preliminary Plat for Cedar Storage Addition subject to the conditions in Exhibit Z and based on findings in said resolution. 2. Motion to deny the adoption of Resolution No. PC-2024-20 recommending approval of the Preliminary Plat for Cedar Storage Addition based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC-2024-20. Decision 4: Consideration of Revocation of a Conditional Use Permit for a PUD for the former Amax Self Storage. 1. Motion to adopt Resolution No. PC-2024-21 recommending approval of Revocation of a Conditional Use Permit for a PUD for the former Amax Self Storage, subject to the conditions in Exhibit Z and based on findings in said resolution. 2. Motion to deny the adoption of Resolution No. PC-2024-21 recommending approval of the Revocation of a Conditional Use Permit for a PUD for the former Amax Self Storage based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC-2024-21. REFERENCE AND BACKGROUND Property: Address: 36 Dundas Road Legal Description: Lot 1, Block 2, AMAX Addition and Lengthy Legal Descriptions —Contact City Hall PID #: 155-213-002010, 155-500-142305, 155-500- 142304 Planning Case Number: 2024-21 Request(s): 1. Preliminary & Final Plat of Cedar Street Storage; 2. Revocation of an Existing Conditional Use Permit for Planned Unit Development; 3. Development & Final Stage Planned Unit Development; 4. Rezoning to Planned Unit Development. Deadline for Decision: July 1, 2024 (60-day deadline) August 30, 2024 (120-day deadline) K Planning Commission Agenda — 06/04/2024 Land Use Designation: Commercial and Residential Flex Zoning Designation: Pointes at Cedar District (Sub -District Tilia) Overlays/Environmental Regulations Applicable: NA Current Site Uses: Commercial Self -Storage by CUP for PUD Surrounding Land Uses: North: Vacant Pointes at Cedar District East: Pointes at Cedar Park/Open Space South: Pointes at Cedar Park/Open Space West: B-3 Commercial Project Description: The applicants seek updated PUD approvals to remove existing temporary storage pods, which exist under an expiring Interim Use Permit, and replace those temporary units with permanent self -storage as an expansion of the existing Commercial Self - Storage Use. The project requires a replat, replacement of the old CUP for PUD with a revision to the Pointes at Cedar District and rezoning to PUD, and Development and Final Stage PUD approvals under the revised PUD zoning district. ANALYSIS Rezoning to PUD — Cedar Street Storage PUD District The subject property is a Commercial Self -Storage facility, authorized under a prior Conditional Use Permit for Planned Unit Development and a number of subsequent amendments. The site is currently occupied by a series of individual commercial self -storage buildings (7 total), as well as a series of individual portable storage pods that were placed along the south boundary of the property by Interim Use Permit. The IUP for the storage pods was issued nearly ten years ago, with a ten-year time limit which is set to expire on June 9, 2024. The terms of the IUP are that upon expiration, the storage pods must be removed. That IUP was issued as an amendment to the original Conditional Use Permit for Planned Unit Development under a B-3, Highway Business zoning designation. The IUP proposal was brought forward as a way of using the southerly portion of the property, with the potential for future property acquisition to expand the storage business with permanent buildings. Subsequent to the IUP's issuance, the City created the Pointes at Cedar land use concept and Zoning District, rezoning the subject property to the Pointes at Cedar District, its current Planning Commission Agenda — 06/04/2024 designation. As a part of the Pointes at Cedar planning, the City negotiated to purchase the adjacent surrounding property and planned for public use of the areas adjoining the self - storage business property, foreclosing the acquisition of additional expansion land. Commercial self -storage is not an allowed land use in the Pointes at Cedar District. Moreover, 4 §6L-, L • Dundas Rd AL Site 18 t the Pointes at Cedar zoning district anticipates a process separate from other zoning designations in that it discourages the use of PUD zoning, providing instead a more comprehensive set of development objectives and district standards. Although the Pointes at Cedar discourages the use of PUD, staff is recommending the rezoning to PUD to establish a clear set of regulations for this existing use that are in closer alignment with The Pointes at Cedar District, rather than continuation under the prior series of amended Conditional Use Permits for Planned Unit Development. This requires rezoning the site to a new PUD district and concurrently retiring the old CUP/PUD. Although no longer zoned Pointes at Cedar District (PCD), the PUD ordinance proposed will apply the standards of the PCD to this project, recognizing the existing use and site development. The rezoning is not necessary to continue the current business operation. It exists as a legal non -conforming use in the Pointes at Cedar District, which also shows the current use in the Pointes' site plan elements. As a legal nonconformity, it is permitted to continue to its current extent, including the right to maintain, remodel, and reconstruct existing buildings and uses on the property, but without expansion. The rezoning is intended to facilitate the expansion of the permanent buildings on the site. With the IUP expiring, and opportunities for land acquisition no longer available, the self - storage property owner is seeking a way to continue the intensification of storage use on the southerly portion of the property. The proposal would add an additional permanent storage building along the south property line, generally in the location of the current storage pods. la] Planning Commission Agenda — 06/04/2024 As detailed in the applicant's site planning and other documents, to accommodate the expansion as proposed, the new buildings would be placed on or near the south property line with little or no setback. Development and Final Stage PUD The Development Stage PUD consists of a site and building plan showing the proposed location of the additional southerly building. The building would generally follow the south property line, a total of 310 feet in length, stepping the rear wall of the building in 5-foot increments of depth (from 15 feet deep on the east to 25 feet deep on the west). The interior drive -aisle width is approximately 20 feet in width. Access to the individual units would be only from the interior side. The applicants indicate that they would finish the exterior wall of the building with a stucco finish facing the outward (south) wall portion. Images illustrating the proposed finish have been provided. While the stepping of the building is a positive in terms of breaking up the visual line of the expanse of the south wall, the staggered nature of the building creates a series of small pockets of property which would not be accessible to the property owners for maintenance, since the corners of each "stagger -point" would touch the property line. EXISTING STORAGE BUILDING INLET PROTECTION �• EXISTIN 971.83 '/� .. • 962.50 '962.50 983.00.. .. ' • . .983.00 963.50 ' . 977.93' -so• PROPOSED BUILDING 'A' 15D 971.8a '962.50 25 971.83 1 AREA = 6,300 SF 971'� 15' �3.� _ _ 962.50 SILT SOCK Concerns about trash accumulation, weed growth, or other maintenance issues would raise long-term issues in this area. The City's plans for the Pointes at Cedar include the area directly south of this property line to be used as the primary access point to the public spaces of the Pointes area. Landscape screening, and likely maintenance of these pocket areas, would fall to the City as a part of its development of the Pointes at Cedar project. The maintenance options for these areas should be resolved if the plan proceeds. Because the design of the building and the zero -lot -line configuration create these areas of inaccessible property, it is unclear how these areas would be maintained. 5 Planning Commission Agenda — 06/04/2024 The applicants suggest in their narrative that the buildings will be covered by a stucco finish exterior similar to that used on the external walls of their Chelsea property to the west. However, this plan shows no additional screen wall beyond the extent of the building length. The site would otherwise continue to be visible from the Pointes area on the south and east sides of the property, leaving the remainder of any desired screening and landscaping to the City. When considering PUD development, the Zoning Ordinance requires that the flexibility granted under a PUD project from standard zoning regulations is justified by additional amenities or development qualities that would not otherwise be likely to be included. The flexibility for this PUD is both the additional building on a single lot (or across existing lot lines if left unplatted), as well as a significant accommodation to building setback along the south boundary of the site. The applicants suggest that the PUD enhancement is the additional solid screening that the new building would provide for views of the westerly two-thirds of the site's storage buildings. Without the construction of this new unit, upon removal of the storage pods, the entire south line of the building and door accesses of the existing permanent buildings will be fully visible unless a new building is constructed. If the plan is to be considered for PUD approval, additional screening and architectural treatment would be required conditions of the project. There is some room along the south boundary area, east of the proposed building, to add landscape screening, or additional wall screening, or both. In addition, adding a screen wall to the east side of the existing property would help buffer the views of the existing site from the future public spaces in the Pointes open spaces. There is currently no additional landscaping included with the application. Landscaping elements consistent with The Pointes at Cedar's central biome are recommended. Revocation of prior Conditional Use Permit for PUD The rezoning to PUD, if adopted, is intended to replace the prior CUP/PUD. The Interim Use Permit for the temporary storage pods will expire under either the existing or new zoning. With the adoption of a new PUD zoning district, revocation of the prior CUP/PUD would be an appropriate companion action. Preliminary and Final Plat The existing site consists of three separate development parcels. A portion of the property is currently unplatted. In the current site configuration, existing buildings cross property lines. 11 Planning Commission Agenda — 06/04/2024 1555001423 3 \r �c 15 219 t I)II4DAcRP 1552 061 1U 15523 00010 � 1S°,tts�wtU1� Q - _ W " C9 r " t � i Y { � v The proposed plat will resolve both conditions, platting all property and eliminating the problematic lot and building configuration. The proposed plat would combine the parcels into a single PUD zoning parcel and formally dedicate the balance of right of way for Dundas Road. Dundas Road is currently in easement across the easterly portion of the site, rather than dedicated as right of way. The PUD zoning accommodates the multiple building layout on the single parcel. The primary change from typical plat requirements is that the perimeter lot line drainage and utility easement that would normally be required along the south boundary line would be shifted to a location internal to the site, since a building would occupy what would normally be the location of that easement. The City Engineer has recommended an internal drainage and utility easement along the access drive aisle to accommodate typical easement needs in place of the customary lot line easement. The platting process will also require the vacation of existing easements to combine the parcels as shown, with easements to be reestablished as required by the City Engineer with the plat. No access modifications or changes to public utilities are required with this plat. The City Engineer has provided a separate comment letter on the plat, as well as related grading and drainage concerns. STAFF RECOMMENDED ACTION The rezoning and expansion of the current Commercial Self -Storage facility raises some land use policy issues for the Pointes at Cedar District. Staff would recommend the PUD and related 7 Planning Commission Agenda — 06/04/2024 actions only with resolution of the screening, landscaping, and maintenance concerns raised in this report. SUPPORTING DATA A. Resolution PC-2024-18, Rezoning to Cedar Street Storage PUD District B. Resolution PC-2024-19, Development Stage PUD for Cedar Street Storage C. Resolution PC-2024-20, Preliminary Plat of Cedar Street Storage D. Resolution PC-2024-21, Revocation of CUP for PUD for the former AMAX Self Storage E. Draft Ordinance No. 8XX F. Draft Revocation of Conditional Use Permit for Planned Unit Development Proceedings G. Aerial Site Image H. Applicant Narrative I. Preliminary Plat of Cedar Street Storage J. Draft Final Plat of Cedar Street Storage K. Grading Plan L. Image of Exterior Wall Design of Proposed Building M. Proposed Storage Building Design Plan Set N. Trachte Building Systems Inc. Project Calculations O. Chief Building Official/Zoning Administrator's Letter, Dated May 30, 2024 Z. Conditions of Approval H., Planning Commission Agenda — 06/04/2024 EXHIBIT Z Conditions of Approval Preliminary Plat and Development Stage PUD Cedar Storage Addition and Cedar Storage PUD District The PUD is subject to submission of final stage site plans compliant with these conditions, with no outdoor storage allowed on site. 2. The applicants identify a suitable maintenance process for the south side of the building and site area, to be approved by the City Council. 3. The applicants supplement the request with a Landscape Plan that shows extensive screen plantings consistent with the Central biome of The Pointes at Cedar along the south boundary not occupied by the new building. 4. The applicants provide intense screening for the east property line area, or in the alternative, the applicants extend the screen wall (similar to that used on the applicants' Chelsea Road site) from the building to the east property line. 5. The City approves vacation of easements that lie under existing or proposed building sites, with drainage and utility easements to be reestablished per the City Engineer's recommendations. 6. Compliance with the terms of the Chief Building Official/Zoning Administrator's letter dated May 30, 2024. 7. Comments and recommendations of the City Engineer's Office as applicable. 8. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2024-18 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO AMENDING SECTION 153.047 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, CREATING THE CEDAR STREET STORAGE PLANNED UNIT DEVELOPMENT DISTRICT, AND REZONING THE SUBJECT PROPERTY TO CEDAR STREET STORAGE PUD DISTRICT WHEREAS, the applicant is seeking a Planned Unit Development for a commercial project, consisting of Commercial Self Storage, to be platted as Lot 1 of the concurrent request for the Cedar Street Storage Addition plat; and WHEREAS, the proposed PUD District would create the uses and standards applicable to all development in the Cedar Street Storage District, to consist of a multiple -building commercial self storage facility as an allowed use in the proposed Cedar Street Storage Planned Unit Development zoning district; and WHEREAS, the site is concurrently subject to requests for a preliminary plat for the proposed project, and a Development Stage PUD approval for the Cedar Street Storage PUD District; and WHEREAS, the proposed PUD and its associated plat creates a dedication for public easements, and adequate right of way related to public streets along with drainage and utilities which will serve various phases of the PUD; and WHEREAS, the subject parcels will be consistent with requirements of the City's Subdivision and Zoning Ordinance requirements under the adopted Cedar Street Storage PUD District standards, as well as other applicable standards of the Monticello Zoning Ordinance; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designate the land use for the property as Commercial and Residential Flex, currently zoned as the Pointes at Cedar District; and WHEREAS, the proposed Cedar Street Storage PUD District establishes standards and development regulations which are inconsistent with the current Pointes at Cedar Zoning District; and WHEREAS, the Planning Commission has reviewed the application for the Amendment to the Zoning Ordinance pursuant to the regulations of the applicable ordinances and land use plans and policies; and CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2024-18 WHEREAS, the Planning Commission held a public hearing on June 41h, 2024 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution, and make the following Findings of Fact in relation to the recommendation of approval: 1. The proposed Zoning District is required to address the existing use, and provide the potential for expansion due to the intent and purpose of the plans, goals, and policies of the Monticello Comprehensive Plan related to the Pointes at Cedar Small Area Plan. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, provided the development is adequately screened from the adjoining Pointes at Cedar area. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed PUD District and the associated development plans accommodate additional public and private improvements, including streets, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. 5. The proposed PUD does not interfere with reasonable extensions of development and infrastructure to serve other undeveloped property in the area. 6. As a property which has been used for commercial self storage for many years, the proposed PUD is not anticipated to negatively impact surrounding properties or values. 7. Approval of the PUD will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota recommends to the City Council that the proposed amendment to the Monticello Zoning Ordinance creating the Cedar Street Storage PUD District, and rezoning the area being platted as Lot 1 of the Cedar Street Storage PUD District, be approved subject to the conditions of Exhibit Z of the staff report, as follows: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2024-18 1. The PUD is subject to submission of final stage site plans compliant with these conditions, with no outdoor storage allowed on site. 2. The applicants identify a suitable maintenance process for the south side of the building and site area, to be approved by the City Council. 3. The applicants supplement the request with a Landscape Plan that shows extensive screen plantings consistent with the Central biome of The Pointes at Cedar along the south boundary not occupied by the new building. 4. The applicants provide intense screening for the east property line area, or in the alternative, the applicants extend the screen wall (similar to that used on the applicants' Chelsea Road site) from the building to the east property line. 5. The City approves vacation of easements that lie under existing or proposed building sites, with drainage and utility easements to be reestablished per the City Engineer's recommendations. 6. Compliance with the terms of the Chief Building Official/Zoning Administrator's letter dated May 30, 2024. 7. Comments and recommendations of the City Engineer's Office as applicable. 8. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 4th day of June, 2024 by the Planning Commission of the City of Monticello, Minnesota. ►Ti[IIIIIOII[Kitil Im'I iiel► ► ► etK� ►] 1► I�Y.Y[�I�I -32 ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PUD FOR CEDAR STREET STORAGE ADDITION WHEREAS, the applicant is seeking a development stage Planned Unit Development approval for a addition to a multiple building commercial self storage project; and WHEREAS, the proposed PUD would consist of development existing and proposed commercial self storage buildings as an allowed use in the proposed Cedar Street Storage Planned Unit Development zoning district; and WHEREAS, the site is concurrently subject to requests a preliminary plat for the proposed project, and an amendment to the City's PUD zoning ordinance and rezoning to Cedar Street Storage PUD District; and WHEREAS, the plat creates a dedication for public easements, and adequate right of way related to public streets along with drainage and utilities which will serve various phases of the PUD; and WHEREAS, the subject parcels will be consistent with requirements of the City's Subdivision and Zoning Ordinance requirements under the adopted PUD standards; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designate the land use for the property as Commercial Residential Flex uses; and WHEREAS, the proposed Development Stage PUD addresses all additional improvements serving the project, as well as site and architectural improvements on Lot 1 of the project and plat; and WHEREAS, the Planning Commission has reviewed the application for the Development Stage PUD pursuant to the regulations of the applicable ordinances and land use plans and policies; and CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION WHEREAS, the Planning Commission held a public hearing on June 41", 2024 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution, and make the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the PUD, Planned Unit Development District. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed PUD accommodates additional public and private improvements, including streets, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. 5. The proposed access and development details meet the intent and requirements of the applicable zoning regulations. 6. As a property which has been utilized for commercial self storage for many years, the proposed PUD is not anticipated to negatively impact surrounding residential properties. 7. Approval of the PUD will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota recommends to the City Council that the proposed Development Stage PUD for Cedar Street Storage Addition be approved, subject to the conditions of Exhibit Z of the staff report, as follows: The PUD is subject to submission of final stage site plans compliant with these conditions, with no outdoor storage allowed on site. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION 2. The applicants identify a suitable maintenance process for the south side of the building and site area, to be approved by the City Council. 3. The applicants supplement the request with a Landscape Plan that shows extensive screen plantings consistent with the Central biome of The Pointes at Cedar along the south boundary not occupied by the new building. 4. The applicants provide intense screening for the east property line area, or in the alternative, the applicants extend the screen wall (similar to that used on the applicants' Chelsea Road site) from the building to the east property line. 5. The City approves vacation of easements that lie under existing or proposed building sites, with drainage and utility easements to be reestablished per the City Engineer's recommendations. 6. Compliance with the terms of the Chief Building Official/Zoning Administrator's letter dated May 30, 2024. 7. Comments and recommendations of the City Engineer's Office as applicable. 8. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 41h day of June, 2024 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION 0 ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2024-20 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR CEDAR STREET STORAGE ADDITION WHEREAS, the applicant is seeking a preliminary plat of a parcel of currently developed land; and WHEREAS, the proposed plat would incorporate development opportunity an additional commercial self storage building as an allowed use in the proposed Cedar Street Storage Planned Unit Development zoning district; and WHEREAS, the plat creates a dedication for public easements, and adequate right of way related to public streets along with drainage and utilities; and WHEREAS, the platted parcels will be consistent with requirements of the City's Subdivision and Zoning Ordinance requirements under the appropriate PUD standards; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designate the land use for the property as Commercial Residential Flex uses; and WHEREAS, the proposed preliminary plat shows a single development parcel, upon which the existing and proposed buildings will be located, as well as other improvements; and WHEREAS, the Planning Commission has reviewed the application for the plat pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on June 4th, 2024 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution, and make the following Findings of Fact in relation to the recommendation of approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION 1. The proposed uses are consistent with the intent and purpose of the PUD, Planned Unit Development District. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed plat accommodates additional public and private improvements, including streets, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. 5. The proposed plat accommodates reasonable extensions of development and infrastructure to serve other undeveloped property in the area. 6. The proposed access and development details meet the intent and requirements of the applicable zoning regulations. 7. As a property which has been utilized for such uses for many years, the proposed plat is not anticipated to negatively impact surrounding residential properties. 8. Approval of the plat will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota recommends to the City Council that the proposed Preliminary Plat for Cedar Street Storage Addition be approved, subject to the conditions of Exhibit Z of the staff report, as follows: 1. The PUD is subject to submission of final stage site plans compliant with these conditions, with no outdoor storage allowed on site. 2. The applicants identify a suitable maintenance process for the south side of the building and site area, to be approved by the City Council. 3. The applicants supplement the request with a Landscape Plan that shows extensive screen plantings consistent with the Central biome of The Pointes at Cedar along the south boundary not occupied by the new building. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2024-20 4. The applicants provide intense screening for the east property line area, or in the alternative, the applicants extend the screen wall (similar to that used on the applicants' Chelsea Road site) from the building to the east property line. 5. The City approves vacation of easements that lie under existing or proposed building sites, with drainage and utility easements to be reestablished per the City Engineer's recommendations. 6. Compliance with the terms of the Chief Building Official/Zoning Administrator's letter dated May 30, 2024. 7. Comments and recommendations of the City Engineer's Office as applicable. 8. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 4t" day of June, 2024 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION IN ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2024-21 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING REVOCATION OF A PREVIOUS CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR CEDAR STREET STORAGE ADDITION WHEREAS, the applicant is seeking a zoning amendment and development stage Planned Unit Development approval for an addition to a multiple building commercial self storage project; and WHEREAS, the proposed PUD would consist of development existing and proposed commercial self storage buildings as an allowed use in the proposed Cedar Street Storage Planned Unit Development zoning district; and WHEREAS, the site is concurrently subject to requests for a preliminary plat for the proposed project, and an amendment to the City's PUD zoning ordinance and rezoning to Cedar Street Storage PUD District; and WHEREAS, the plat creates a dedication for public easements, and adequate right of way related to public streets along with drainage and utilities which will serve various phases of the PUD; and WHEREAS, the current CUP-PUD no longer accommodates the need for expansion, nor is it consistent with the future land uses around the property; and WHEREAS, the Planning Commission has reviewed the application for the Development Stage PUD pursuant to the regulations of the applicable ordinances and land use plans and policies, and recommends the Cedar Street Storage PUD as replacement for the current CUP-PUD; and WHEREAS, the Planning Commission held a public hearing on June 4th, 2024 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution, and make the following Findings of Fact in relation to the recommendation of approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2024-21 1. The proposed uses are consistent with the intent and purpose of the PUD, Planned Unit Development District. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed PUD accommodates additional public and private improvements, including streets, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. 5. The proposed access and development details meet the intent and requirements of the applicable zoning regulations. 6. As a property which has been utilized for commercial self storage for many years, the proposed PUD is not anticipated to negatively impact surrounding residential properties. 7. Approval of the PUD will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota recommends to the City Council that the current Conditional Use Permit for Planned Unit Development for Cedar Street Storage Addition be revoked, subject to the following conditions: 1. The property is rezoned to Cedar Street Storage PUD District, and the Final PUD and Final Plat for Cedar Street Storage are approved and recorded, along with any required development agreements or other documents. ADOPTED this 4th day of June, 2024 by the Planning Commission of the City of Monticello, Minnesota. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2024-21 MONTICELLO PLANNING COMMISSION M ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director ORDINANCE NO. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE XV, § 153.047 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, ESTABLISHING THE CEDAR STORAGE PLANNED UNIT DEVELOPMENT DISTRICT AND REZONING THE FOLLOWING DESCRIBED PROPERTY TO CEDAR STREET STORAGE PUD: PLAT OF CEDAR STREET STORAGE ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section § 153.047, PUD Districts, is hereby amended to add the following: (W) Cedar Street Storage PUD District (1) Purpose. The purpose of the Cedar Street Storage PUD District is to provide for the development of certain real estate subject to the Planned Unit Development District for commercial self -storage land uses. (2) Phased Development. The Cedar Street Storage PUD District will be developed in a single phase. (3) Permitted Uses. Permitted principal uses in the Cedar Street Storage PUD District shall be Commercial self -storage, as defined in the Monticello Zoning Ordinance, along with administrative offices, subject to the approved Final Stage PUD Development Plans dated , and development agreement dated , and subject to the conditions of approval imposed by City Council Resolution No. , and as may be further amended. The introduction of any other use or change in density shall be reviewed under the requirements of the Monticello Zoning Ordinance, 153.028(0)(9)(b) — Planned Unit Developments for Development Stage PUD. (4) Accessory Uses. No other accessory uses shall be permitted in the Cedar Street Storage PUD District, nor shall any outdoor storage be allowed. (5) District performance standards. Performance standards for the development of any lot in the Cedar Street Storage PUD District shall adhere to the approved Final Stage PUD plans and development ORDINANCE NO. agreement. (5) The specific flexibility and conditions of the Cedar Street Storage PUD District shall be as follows A. Multiple principal buildings are permitted on the single parcel in the district. B. The PUD provides flexibility from building setback requirements, particularly along the south boundary of a zero setback. C. Parking for the facility shall be informal and scattered throughout the district as required by tenants. D. The Final Stage PUD architectural plans for Lot 2 are dated E. Shared free-standing signage and landscaping shall be as per approved Final Stage PUD Development Plans. F. The location and widths of internal lot line drainage and utility easements are as per the approved plat of Cedar Street Storage Addition. G. An executed and recordable easement and stormwater maintenance agreement for the District shall be recorded with the final plat in a form approved by the City. (6) In such case where any proposed improvement is not addressed by the Final Stage PUD, then the applicant shall seek a PUD Amendment per the processes of the Monticello Zoning Ordinance and as directed by the Community Development Department. (7) Where there are any conflicts in the allowed uses or required performance standards between the Cedar Street Storage PUD District and any other applicable zoning regulations, the requirements of the Cedar Street Storage PUD District and its associated plans shall prevail. (8) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of § 153.028(0)(10). The city may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title XV, Zoning Ordinance, and to IIA ORDINANCE NO. renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 4. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this day of , 2024. FA110.III Rachel Leonard, City Administrator AYES: NAYS: Lloyd Hilgart, Mayor 3 Return To: City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 STATE OF MINNESOTA COUNTY OF WRIGHT APPLICANT: Bruce Stainbrook FEE TITLE PROPERTY OWNER: MONTICELLO CITY COUNCIL REVOCATION OF CONDITIONAL USE PROCEEDINGS StorageLink of Monticello, LLC. ORDER #2024-21 REVOKING CONDITIONAL USE PERMIT The above entitled matter came to be heard before the Monticello City Council this 24th day of June, 2024 on a request for Revocation of a Conditional Use Permit for Planned Unit Development, pursuant to the City of Monticello Zoning Ordinance for the following described property: Lot 1, Block 2, Amax Addition, Wright County, Minnesota. AND That part of the South Half of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows: Commencing at the Northeast corner of said South Half of the Northwest Quarter, thence on an assumed bearing of South 89 degrees 08 minutes 38 seconds West, along the North line of said South Half of the Northwest Quarter, 1056.00 feet, thence South 00 degrees 07 minutes 17 seconds West, parallel with the East line of said South Half of the Northwest Quarter, 632.54 feet to the centerline of a 80.00 foot roadway and utility easement and the actual point of beginning, thence continue South 00 degrees 07 minutes 17 seconds West, on said parallel line, 291.46 feet, thence South 89 degrees 08 minutes 38 seconds West, parallel with the North line of said South Half of the Northwest Quarter, 319.14 feet to the East line of a tract of land recorded in Book 293 of Deeds, page 872, in the Office of the Wright County Recorder, thence North 00 degrees 09 minutes 07 seconds East along said East line and its northerly extension, 342.26 feet to the centerline of said 80.00 foot roadway and utility easement, thence North 89 degrees 08 minutes 38 seconds East, along said centerline, 17.39 feet, thence continue along said centerline, 64.41 feet Easterly along a tangential curve, concave southerly, having a central angle of 12 degrees 18 minutes 08 seconds and a radius of 300.00 feet, thence South 78 degrees 33 minutes 14 seconds East, along said centerline, tangent to curve, 159.19 feet, thence 63.27 feet easterly along said centerline on a tangential curve, concave northerly, having a central angle of 12 degrees 05 minutes 02 seconds and a radius of 300.00 feet, thence North 89 degrees 21 minutes 44 seconds East, along said centerline, 18.25 feet to the actual point of beginning. IT IS ORDERED that a Revocation of a Conditional Use Permit for Planned Unit Development be granted to allow for a new Planned Unit Development District be established based on the following findings: 1. The proposed uses are consistent with the intent and purpose of the PUD, Planned Unit Development District. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed PUD accommodates additional public and private improvements, including streets, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. 5. The proposed access and development details meet the intent and requirements of the applicable zoning regulations. 6. As a property which has been utilized for commercial self storage for many years, the proposed PUD is not anticipated to negatively impact surrounding residential properties. 7. Approval of the PUD will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. STATE OF MINNESOTA) ) ss COUNTY OF WRIGHT ) CITY OF MONTICELLO I, Rachel Leonard, City Administrator for the City of Monticello, do hereby certify that I have compared the foregoing copy of Order #2024- granting a Revocation of a Conditional Use Permit for Planned Unit Development with the original record thereof preserved in my office, and have found the same to be a correct and true transcript of the whole thereof. A copy of this Order has been forwarded to the applicant. IN TESTIMONY WHEREOF, I have hereunto subscribed my hand at Monticello, Minnesota, in the County of Wright on the day of , 2024. Rachel Leonard, City Administrator Drafted By: Hayden Stensgard City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Request for Prelim & Final Plat - Dev & Final PUD PIDs: 155-213-002010,155-500-142305, 155-500-142304 Address: 36 Dundas Road Created by: City of Monticello 4k w aK1lt Z ,, 155. A 155258001Q�10 t1'S5500142210 O '; y �� 155R R ' 'Q - 455258000030 V�4� r 455265001010 � y 155500142300 155500142308 �.,� 155500142303 -155--- DUNDAS RD y _ _ N � 155230000010 155213001010 25 e F. 155230001010 1'55162001'010 155162001020 155- 155269000010 15515000.1010N! nN P.O. Box 425 Sartell, MN 56377 ink Tel: 320.257.2323 ' 71 Sf LF STORAGE Tel: www.StorageLink.net Greetings — We currently have "stand alone" storage units (often referred to as PODS) that line a portion of our South property line, at our 36 Dundas Road location. These units are currently allowed as part of a Conditional Use Permit that is set to expire this year. With the city currently working through a master plan for The Points of Cedar, which surround this facility, we are proposing an Amendment to the existing Conditional Use Permit for PUD allowing us to remove the PODS and construct a building along this portion of the South Property line. This building would only have doors facing into the facility and the exterior facing South would be Stucco to create a nice -looking screen, like the exterior of our Chelsea Road location. The site lighting, signage and landscaping will not be changing with this application request. As part of this process, we would plat the three existing parcels into a single lot. I have attached the supporting materials to help you fully visualize our proposal which include: • Preliminary plat • Final plat • Civil Engineering plans • Building Plans • Pictures of the exterior wall Thanks for your consideration. We look forward to working with the city on The Points of Cedar development. Sincerely, Bruce Stainbrook Vicinitv Map CEDAR STREET STORAGE LEGAL DESCRIPTION 7 North Quarter corner of - ��00 Sec. 14, Twp. 121, Ring. 25 \ t CHELSEA RD / C N rV00 11' hr U z DUNDAS RD CD -w Site a _ _ _ z - -- S 89 ° 00' 47" W 1056.00 EXISTING PID: 155-267-001010 o Z 5 89°08' 38" W (D) Q SCHOOL O OWNER: RRG HOLDINGS LLC- 7 � � NO SCALE ..... � % / SEC 14, TWP 121, RNG 25 X / •::.::..::•, . .. .:: the :• % North line of 51 /2 NW1 /4 Northeast corner -/ . .. ..... .. ..-. ..... ... r;;:. . . I : ... of the 51 /2 NW1 /4 , AR i�/ \ I ' ' East line of the S1 /2 NW1 /4 0^ y , t•. (North south quarter section line) N �� EXISTING PID: 155 500 142303 1 I ,r, Former centerline of old - / i - - _ �''�.6. Minnesota Highway No. 25 �\ '� / OWNER: CITY OF MONTICELLO - •Centerline of 80.00 foot wide - - Line parallel with the East line ``' \� / S. / - _ _ _ _ _ _ _ _ _ _ _ - - - _ _ - _ �' Roadway Et Utility Easement per V " of the S1 /2 NW1 /4 0 i Book 75 of Misc., page 260 `9 tl i� , -Centerline of 80.00 foot 1 - i N I o / ti�i � �i wide Roadway Et Utility t , N8 ° _ • -/ _ o . •.•• W.. M o % Easement per Book 75 1 / 9 ...- ,-- - - f. i of Misc. page 260 'K : • . . 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O1. - P LE _ U o: t g �•.• 0 LI GHT 0 a�. g M is •.N •. iZ 11 .1B•L� �K• 1 POLE nnr UTILITY 0 V' 4►- L W z• .l . � N r I11 0 / O UTILITY POLE ANCHOR) r ° 11 :r ..».... . Temporary storage structure N 6O UTILITY PEDESTAL El EXISTING PID: 155 213 001010 �` LOT 1 UTILITY METER13 OWNER: AUTOZONE PARTS INC ' ?' ^ °_ Existing storage building Existing storage building I V O V_ 1 i TANK (AS SPECIFIED) 0 ° . Z SEWER CLEANOUT co ... ..... ... • ...... M t t.f. '. :i, T STATION L LIFT S ON L mI. ❑ 11.t... I. U r r,. ,l t S t 1 1 TREE DECIDUOUS �.• (DECIDUOUS) ar. . : . : TREE E EE ,.r (EV RGR N) •i t %2 ;t SOIL BORING SB# Existing storage building C SURFACE DRAINAGE ARROW �� ". EXIStI t0 bUlldl ELECTRIC LINE P-BUR I Fri s ra a 'n 1 BURIED ELEC R C L N :. :. ... TELEPHONE I r-BUR .. ... ... ....' . i a' . ... + BURIEDLINE East of a tract land .1. E line BURIED FIBER OPTIC LINE F/0 -BUR Co _g 1 described in Book 293 6 Z. t. I G G- B BURIED A LINE e 872 . ,. d a: ron U GAS L I 0 ST . ' of Deeds •a �I Pe RLS 15233 r..� �, �( 1 OVERHEAD POWER LINE -OHP OHP- f • i Broken ca 0.3 feet norther! of corner .' OVE OW /, 0.2 feet easterly of corner Temporary stora a structure - - - - - - - " 965: It WATER LINE - i - J J _ 206.13 IS 89 , 08' 38" W (D) 319.14 '� 1 .......•.. •..•. •... \ I STORM SEWER PIPE -> Temporary t SANITARY SEWER » ----------------- - - - - -- „ qbh I 12LL L � I 5 age structure � SAN AR S W R PIPE ----- t S 8 0'47" W 555.27--y�f,- ------ a 80 Benchmark: Top nut of hydrant %5- �/ S) Retaining ails CONC. CURB Et GUTTER ........ ..... ... 'n w I 2 CA ►_J ....... .. . g�' Elev.= 966.63 (NAVD 88) // I PROPERTY LINE 1 0 I CONTROLLED ACCESS -0 0- 0 FZ- .....».... ..r E . . oa _% . . . o rn z at) N Y Ln Q � 0 'a z Z) U_ W W 3 0 PROPERTY BOUNDARY MONUMENT LEGEND O SET IRON PIPE WITH CAP STAMPED "DELEO 40341" • FOUND IRON MONUMENT ® SET MAGNETIC "PK" NAIL QQ GOVERNMENT SECTION CORNER MONUMENT (D) DIMENSION PER DEED OF RECORD (CSA) DIMENSION PER CEDAR STREET ADDITION Drainage and utility easements are shown thus: 121 I I I 12I- - - - - - N N Public way Being 12 feet in width and adjoining public ways, side lot lines, and rear lot lines, unless otherwise indicated on this plat. Encroachment Agreement area per Doc. No. 1270996 ORIENTATION OF THIS BEARING SYSTEM ASSUMES THAT THE EAST LINE OF THE SOUTH HALF OF THE NORTHWEST QUARTER QUARTER OF SEC. 14, TWR 121, RNG. 25 BEARS SOUTH 00'00' 30" EAST 0 40 80 SCALE IN FEET i Line parallel with the North line -' of the S1 /2 NW1 /4 . .. . . . .... . : rNO. REVISIONS SINCE INITIAL DATE OF 02/12/2024 \ DATE EXISTING PID: 155-230-000010 OWNER: CITY OF MONTICELLO 1120 Industrial Park Road Brainerd, MN 56401 218-829-5333 13 North IIth Avenue _ St Cloud, MN 56303 320-259-1266 CHAINLINK FENCE WOOD FENCE BARB WIRE FENCE WOVEN WIRE FENCE TREELINE WETLAND EXISTING CONTOURS BUILDING SETBACK SOILS TYPE BOUNDARY CONCRETE BITUMINOUS GRAVEL > >__ xc - xc- -xw xw- 1091 BSB - I HEREBY CERTIFY THAT THIS PLAN, SURVEY, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. KRAMER LEAS DELEO /��<<c SURVEYING • ENGINEERING - PLANNING Signature: a.#""4 B R A I N E R D S T. C L o U D Samuel J. DeLeo, MN License No. 40341 PROJECT NO. STORL2401 02/13/2024 Date Lot 1, Block 2, Amax Addition, Wright County, Minnesota. AND That part of the South Half of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows: Commencing at the Northeast corner of said South Half of the Northwest Quarter, thence on an assumed bearing of South 89 degrees 08 minutes 38 seconds West, along the North line of said South Half of the Northwest Quarter, 1056.00 feet, thence South 00 degrees 07 minutes 17 seconds West, parallel with the East line of said South Half of the Northwest Quarter, 632.54 feet to the centerline of a 80.00 foot roadway and utility easement and the actual point of beginning, thence continue South 00 degrees 07 minutes 17 seconds West, on said parallel line, 291.46 feet, thence South 89 degrees 08 minutes 38 seconds West, parallel with the North line of said South Half of the Northwest Quarter, 319.14 feet to the East line of a tract of land recorded in Book 293 of Deeds, page 872, in the Office of the Wright County Recorder, thence North 00 degrees 09 minutes 07 seconds East along said East line and its northerly extension, 342.26 feet to the centerline of said 80.00 foot roadway and utility easement, thence North 89 degrees 08 minutes 38 seconds East, along said centerline, 17.39 feet, thence continue along said centerline 64.41 feet Easterlyalong a tangential curve concave southerly, 1 1 1 g g Y havinga central angle of 12 degrees 18 minutes 08 seconds and a radius of g g 300.00 feet thence South 78 degrees 33 minutes 14 seconds East along said g � g centerline, tangent to curve, 159.19 feet, thence 63.27 feet easterly along said centerline on a tangential curve, concave northerly, having a central angle of 12 degrees 05 minutes 02 seconds and a radius of 300.00 feet thence North 89 degrees 21 minutes 44 seconds East along said centerline 18.25 feet to the g g actual . point of beginning. P g g Existing Property Site Address: 36 Dundas Road, Monticello, MN 55362 Current Zoning = The Pointes at Cedar District (PCD), Central (Tilia) Sub -District Part of currrent County Tax Parcel ID = 155-213-002010, 155-500-142304, Et 155-500-142305 Dundas Road Et Cedar Street are Local Roadways. THE POINTES AT CEDAR DISTRICT REGULATIONS There are no building setbacks. There are no minimum lot dimensions. There is no minimum or maximum building height. A minimum Floor Area Ratio (FAR) of 0.4 shalll be maintained for single story buildings. 5 There was no evidence of wetland observed within the area to be platted. Topographic features shown hereon are from a field survey completed on 0111712024. Access to property will be provided via an existing driveway to Dundas Road. CONTACT INFORMATION Owner and DeveloDer- Bruce Stainbrook 36 Dundas Rd Monticell, MN 55362 Phone: 320-257-2323 Land Surveyor - Sam DeLeo Kramer Leas DeLeo, P.C. 13 North 11 th Ave. St. Cloud, MN 56303 Phone: 320-259-1266 Preliminary Plat of PLAT AREAS (+/- Entire Plat = 3.50 Acres Block 1 Lot 1= 3.20 Acres ROAD R/W= 0.30 Acres CEDAR STREET STORAGE For property at: 36 Dundas Road City of Monticello, County of Wright, State of Minnesota Located in Section 14, Township 121 North, Range 25 West V_ 4- 0 O Z a) a) Ln PLAT AREAS +/- ENTIRE PLAT = 3.50 Ac. BLOCK 1 - LOT 1 = 3.20 Ac. ROAD R/W = 0.30 Ac. North Quarter corner of - Sec. 14, Twp. 121, Rng. 25 CEDAR STREET STORAGE 00 Lq o_ M S 89 ° 00' 47" W 1056.00 . S 89 °08' 38" W (D) T .•� North line of the S1 /2 NW1 /4 Northeast me Of the S1 /2 /4 , / ••• '� g :: ;;.; East line of the S1 /2 NW1 /4 is - -.w (North -south quarter section line) Ln ,.I Line parallel with the East line W / --- - - ' of the S1 /2 NW1 /4 b --- --- - - Center line of 80.00 foot wide r� Centerline of 80.00 foot I - - ,' roadway and utility easement Ln b o i wide Roadway Et Utility I N Easement per Book 75 89 °�0, � �= 12 ° 18- 64.41 08„ / - - ' ,6 0 / 7�! of Misc., page 260 'I 47" [/�� I Ln .39 --0=01°32' 13"- N00° 7 i •• -''-- --- - - - - - - - - - - - L= 21.19 O1' 1(„� . / S�8o41' 05., Jc ► R= 790.00 40.41 I 33' 14„E-(0 159.19 9° 1'S 53 ` CB= N 89 ° 46' 53" E Y p= 12 ° 18' ()8" = 12 ° 05' 02' .N 8 53 E - - I CH= 21.19 N 89 ° 00' 47" E 108.42 R- 26p pp pUN�A R= 300.00 ;;' "ia9*2 •25 (D) r permanent easement - - .S N 47° 11' 46" E --- RO,q p - per Doc. No. 1265929 35.81 1------------ - - - -'- --- S78°4 g Point of beginning-' !- 30 1 05 E 159.19 0= o °13y3 1 1- 1 /2" dia. Iron Pipe 12 05' 02" $9 I - (RLS 21729) v - - _ _ L= 71. 71 R= 340.00 I / I g -. ' I CO - South Quarter corner of -' --------- - - - - - ' _.... A ORIENTATION OF THIS BEARING SYSTEM ASSUMES THAT THE EAST LINE OF THE SOUTH HALF OF THE NORTHWEST QUARTER QUARTER OF SEC. 14, TWP. 121, RNG. 25 BEARS SOUTH 00°00' 30" EAST 0 40 80 SCALE IN FEET 1120Industrial Park Road Bralnent MN 55401 218-829-6 3 13 North 11 th Avenue St. Cloud, MNW303 320259-12W K-LD , - l 13c:1 � I ' � 1 I I I I I � 'N� 1 I o I rn C4 I O O i rh •� I w 41 I ►, W I NO 11 N i pC+ Zz 1 BLOCK 1 00 W / 1 I Ln v LOT 1 1 Z 1 I M 1 If / � I / I / East line of a tract land / described in Book 293 ' ` �ti 1 of Deeds, page 872 1 /2" dia. Iron Pipe - 1 /2" dia. Iron Pipe (RLS 15233) 1 / (Broken cap) ' 0.3 feet northerly of corner - / 0.2feet easterly ofcomer - - - - - ' - - - - - -------------------------------------` / - - - - - - - - - - - - - - - - - - - - t S 89 °08' 38" W (D) 319.14 _ 206.13 ', S 89 ° 00' 47" W 525.27 ».. I 525.22 (CSA) I I Line parallel with the North line . .. ". of the S1 /2 NW1 /4 I• Drainage and utility easements are shown thus: 121 1 1 1 121 - - N N Public way Being 12 feet in width and adjoining public ways, side lot lines, and rear lot lines, unless otherwise indicated on this plat. PROPERTY BOUNDARY MONUMENT LEGEND O SET IRON PIPE WITH CAP STAMPED "DELEO 40341" • FOUND IRON MONUMENT 0 SET MAGNETIC "PK" NAIL QQ GOVERNMENT SECTION CORNER MONUMENT (D) DIMENSION PER DEED OF RECORD (CSA) DIMENSION PER CEDAR STREET ADDITION 0 0 v 0 LU 3 brn b� 00 00 LnLn o% cV LLJ 0 M 0 0 0 0 Ln SURVEYOR'S CERTIFICATION Sec. 14, Twp. 121, Rng. 25 Vicinitv Map I Samuel J. DeLeo do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and Labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet Lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Samuel J. DeLeo, Licensed Land Surveyor Minnesota License Number 40341 STATE OF MINNESOTA COUNTY OF STEARNS The foregoing Surveyor's Certification was acknowledged before me this _ , 20 by Samuel J. DeLeo, Licensed Land Surveyor, Minnesota License Number 40341. Sidney Theis Notary Public Stearns County, Minnesota My commission expires January 31, 2027 day of KNOW ALL PERSONS BY THESE PRESENTS: That StorageLink of Monticello, LLC, a Minnesota limited liability company, owner of the following described property situated in the City of Monticello, County of Wright, State of Minnesota to wit: Lot 1, Block 2, Amax Addition, Wright County, Minnesota. AND That part of the South Half of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows: Commencing at the Northeast corner of said South Half of the Northwest Quarter, thence on an assumed bearing of South 89 degrees 08 minutes 38 seconds West, along the North line of said South Half of the Northwest Quarter, 1056.00 feet, thence South 00 degrees 07 minutes 17 seconds West, parallel with the East line of said South Half of the Northwest Quarter, 632.54 feet to the centerline of a 80.00 foot roadway and utility easement and the actual point of beginning, thence continue South 00 degrees 07 minutes 17 seconds West, on said parallel line, 291.46 feet, thence South 89 degrees 08 minutes 38 seconds West, parallel with the North line of said South Half of the Northwest Quarter, 319.14 feet to the East line of a tract of land recorded in Book 293 of Deeds, page 872, in the Office of the Wright County Recorder, thence North 00 degrees 09 minutes 07 seconds East along said East line and its northerly extension, 342.26 feet to the centerline of said 80.00 foot roadway and utility easement, thence North 89 degrees 08 minutes 38 seconds East, along said centerline, 17.39 feet, thence continue along said centerline, 64.41 feet Easterly along a tangential curve, concave southerly, having a central angle of 12 degrees 18 minutes 08 seconds and a radius of 300.00 feet, thence South 78 degrees 33 minutes 14 seconds East, along said centerline, tangent to curve, 159.19 feet, thence 63.27 feet easterly along said centerline on a tangential curve, concave northerly, having a central angle of 12 degrees 05 minutes 02 seconds and a radius of 300.00 feet, thence North 89 degrees 21 minutes 44 seconds East, along said centerline, 18.25 feet to the actual point of beginning. Has caused the same to be surveyed and platted as CEDAR STREET STORAGE and does hereby dedicate to the public for public use forever the public way and drainage and utility easements as created by this plat. In witness whereof said StorageLink of Monticello, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20 Bruce K. Stainbrook President STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of , 20 by Bruce K. Stainbrook, President, of StorageLink of Monticello, LLC, a Minnesota limited liability company, on behalf of the company. (Notary Signature) Notary Public My commission expires CITY OF MONTICELLO PLANNING COMMISSION (Notary Printed Name) County, Minnesota Reviewed by the Planning Commission of the City of Monticello this day of 20 Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA Approved by the City of Monticello, Minnesota this day of , 20 Mayor Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021 Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Wright County Auditor/Treasurer Deputy WRIGHT COUNTY RECORDER hereby certify that this instrument was filed in the Office of the County Recorder for record on this day of , 20 , at o'clock . M., and was duly recorded in Cabinet No. , Sleeve , as Document No. 02/12/2024 KRAMER LEAS DELEO SURVEYING • ENGINEERING • PLANNING BRAINERD ST. CLOUD Wright County Recorder DRAFT II 1 I°'• Q ° c °. ♦ •. I : d . . w .. ♦ , +� d' q' a a II 1 e .. < <.. q. d a a' 4L. ° d. ' 'd. 8 i' "a A. �' d P .. .°.' .. , OFFICE °°:= BUILDING EXISTING STORAGE BUILDING la °� :.°'.:A A. IIIA. I 1 III m a/I ti 1 w e�.�'.' /a / I .e:. .:4: e .. e. °.. a. e .. +. d' - ° d P .. a ', �. d' . ° :°' &�.4. .e .dEL q d. :a d8 zz .. .z4zzz. A. ... d1 dP P 3 . e d d 4 II 8. .P .' �d $ a I d` I I / ed 9 a : e a q a e .q. .9. P : • ° 2 a 'a d . a ..'d r II . d"t' .:. d .. °� ° c I I I .. d .. a ..... , a ° .. '_44 .. .. .. .: a :' <4'P'd"� ... d . , ... A ' ; .a.'. �. . ° .. .. a d.+ '1 °e° ° �, ° . '�d d . •III ' °a ' q I d .. .P d. ..�' ., d ..° .. d'd...Q° a . a .. e da ' e.' 4e � e. ° a' '. +"d: ' d ra ,. a. �e ... e P °.d ° °d ...a dae a a e .III I I ., ...q a;. ... ed ,. .. .• .dq. v .. '. Pde 9 ''4 P �;` °'e. e d .. °III II I a d„ ° . .... ° , ° . ., d e ' r: de a. ae. .. .; / ,' A... 4.11 III/ m 1 ... a' d °•e w .'III ° : d d .. Ill d°I II 14� I \ e'd. ° EXISTING STORAGE BUILDING �, all I EXISTING STORAGE BUILDING we Ili I d d Q°: `` . ed ,°'': e P d' .. • 1.d d .. e 9 e a ' e /l .. d _ .. tl a ... ° $ ... a d' °e .° 'g ad d w q'-1 • a .. ., a a. e: P.. e ° '< , q tr' . .. .. 'dP '. d . . . . �.II I .. , .. ,°' ° d ..q ,'d.'. ,'� d' .. d '.a • d .e ea d.°. M .. .e da w .P I I .. .. A. d: E e d d wd e ' ' �.P 4s . d° a ta. A. L d ` .' III /J I N ' a d a r .a a. .. P .. Pa ' q d .. a ., a Pa : • .. q e d. P. P °q d .d e a •� '-A.✓ .. :ee a• �d .< 'd' .. d . I ,1. P d' . 11 /II / Y.\'" a/ d e° .. /...d. ,d.. <, .d..e. A a9 .� .. •'' d"l "°d' -. a :III :, III :d . VA' .dI .-. ,t ' wd e CU'U . ° 4 1 962.50 _ v / I .: : 962.50 :" a. 963.00 P .'... . d ' 963.00 ' ° ' .971.83 .... : A ' 963.50 . 90 963.50 ° a PROPOSED BUILDING 'A' 150 —--------------- 70/---•`_964``—�___a .._ _:.. ✓� II I �A 6 25/ I 20 971.83 15_— /� 971.83 971.83 AREA = 6, 300 SF - 962.50 962.50 963.00 / L— /%/ 971.83 / 6 971.83 96— 971.83 — _ — — — / s96 963.00 SILT SOCK 963.50 963.50 / / — 964 — — — — — — — Ali l Benchmark: Top nut of hydrant — Elev.= 966.63 (NAVD 88) GRAPHIC SCALE 30 0 15 30 60 1 IN IN Md ( IN FEET ) 1 inch = 30 ft. 1. BASE PLAN USED IS A BOUNDARY SURVEY PREPARED BY KRAMER LEAS DELEO, P.C. 2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITY COMPANIES VIA GOPHER STATE ONE -CALL. 3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF THE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS OF THE CITY OF MONTICELLO AND THE LATEST EDITION OF MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 4. THE FOLLOWING SEQUENCE AND PROTOCOLS SHALL BE FOLLOWED FOR EROSION AND SEDIMENT CONTROL DURING THE SITE DEVELOPMENT PROCESS: A. INSTALL PERIMETER CONTROLS (SILT SOCK) AS SHOWN ON THE PLANS PRIOR TO START OF WORK. B. NO CONCRETE WASHOUTS ARE ALLOWED ON THE PROJECT SITE. SOIL STOCKPILES SHALL HAVE PERIMETER CONTROL AND HAVE TEMPORARY SEED AND MULCH. C. MAINTAIN ALL TEMPORARY EROSION CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH 1 /2" OR MORE RAIN EVENT. CLEAN OR MAINTAIN THESE DEVICES AS NEEDED TO BE EFFECTIVE. REPLACE DETERIORATED, DAMAGED OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. D. REMOVE ALL SOILS AND SEDIMENTS DEPOSITED ONTO PUBLIC AND/OR PRIVATE PAVEMENT AREAS WITHIN 24 HOURS OF DEPOSITION. REMOVAL OF TRACKING MATERIALS SHALL BE COMPLETED AT THE END OF EACH WORK DAY WHEN IT OCCURS. SWEEPING MAY BE ORDERED AT ANY TIME IF CONDITIONS WARRANT. E. PERFORM SITE REMOVALS, GRADING, EXCAVATION AND EMBANKMENT. SEED AND MULCH ALL DISTURBED AREAS OUTSIDE OF PROPOSED PAVEMENT AND BUILDING AREAS IMMEDIATELY AFTER THIS WORK WHEN ACTIVITY WILL BE CEASED FOR 7 DAYS. F. CONSTRUCT BUILDING. FINE GRADE SITE AND RESTORE GREEN AREAS WITH PERMANENT VEGETATION OF SEED, MULCH AND FERTILIZER PER PLANS. G. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER SITE HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED WITH AT LEAST 70% COVERAGE. 5. MPCA CONSTRUCTION STORMWATER PERMIT IS NOT REQUIRED SINCE LESS THAN ONE ACRE WILL BE DISTURBED. 6. REMOVE EXISTING CONCRETE CURB AND PAVEMENT AS NEEDED TO CONSTRUCT PROPOSED BUILDING. REPLACE CONCRETE PAVEMENT TO MATCH EXISTING SECTION. co 0 0 C V) Q) N CO C\2 CC\2 d co O cd +� C\2 E 1� C�7 � www � Ld U Z 3:w3: > z 0 U)0 0U) z0 ED L'i LLJ w o � U LLJ N N 0 N r� ro � O O zQ:� lL �L o z O wQ I O I U Q O �u 0111 (� __z (n z 1 o o� Q O O z Q::� __1 I WU U LL] QU Q z z .. O )O o� o>�U SHEET C-1 OF 1 SHEETS REVISION 7'y7 Sheet index PAGE DESCRIPTION i ` A1.0 FLOOR PLAN BUILDING A-1 B1.0 FOUNDATION PLAN AND DETAILS MIN STORAGE BUILD NG C1.0 INTERIOR WALL FRAMING ELEVATION C2.0 END WALL FRAMING ELEVATION C2.1 END WALL FRAMING ELEVATION C3.0 ROOF FRAMING PLAN D T 11°2 C E1.0 SIDEWALL ELEVATIONS DETAILS oLL—AN TO E1.1 SIDEWALL ELEVATIONS BLDG G E1.2 SIDEWALL ELEVATIONS BLDG H E2.0 STEP PAGE F1.0 INTERIOR PARTITION WALL PANEL DETAILS F2.0 EXTERIOR PANEL PAGE DETAILS G1.0 STANDING SEAM ROOF J1.0 GUTTER PAGE U Abbreviations Glossary S & Code Summary E- Anchor Bolts -- Bolts used to anchor eave/base angles or channels, and base plates to a foundation CODE 2020 MINNESOTA BUILDING CODE EO � Terms Terms Colors (Concrete Screws) z Q � � or other support. CONSTRUCTION TYPE TYPE II B Q o BEW Blank Endwall NTS. Not To Scale ASGY Ash Gray USE GROUP MODERATE HAZARD STORAGE S-1 Q �' Angle, Eave/Base -- An angle or channel used at the base or top of a paneled wall section. Channels are g usual) used when the wall section is insulated. ° N BSW Blank sidewall O.C. On Center BWHT Bright White Channel, Eave/Base Y GROUND SNOW LOAD 50 psf � BLDG. Building OPP. Opposite CDRD Cedar Red SNOW EXPOSURE CATEGORY B CNR Corner PART Partition CLBG Classic Beige Base Plate -- A plate attached to the bottom of a column or jamb which rests on a foundation or E- k x m 9 2 Revision Indicator SNOW IMPORTANCE FACTOR 1 x a COL Column PT Partition CRMB Cream Beige other support, usually secured by anchor bolts. U � 9 WIND VELOCITY (V ULT) 115 mph , o Q CTR. Center PSF Pounds Per Sq. Foot CONB Conti. Brown WIND VELOCITY (V ASD) 89 mph E- DIA. Diameter PTD. Painted DTAN Desert Tan Bracing -- Angles or straps used in the plane of the roof and walls to transfer loads, such as Notation Reference WIND EXPOSURE CATEGORY B DBL. Double QTY. Quantity EVGN Evergreen wind, seismic and crane thrusts to the foundation. RISK CATEGORY II EPDM Ethylene -Prop rene REQ'D. Required GARN Garnet EW Endwall R.O. Rough Opening IWHT Iced White Detail SPECTRAL RESPONSE ACCELERATION (SS) 0.050 EXT Exterior S.D. Self Drilling ORAN Sunset Orange Bridging -- Series of bracing used in the roof framing to stiffen purlins. Page Detail Identification/Reference SPECTRAL RESPONSE ACCELERATION (Si) 0.023 SPECTRAL RESPONSE ACCELERATION (SDS) 0.053 F.O. Finished Opening STR. Starter PLBL Polar Blue F.M. Field ModifyTYP. Typical ROYB Royal Blue SPECTRAL RESPONSE ACCELERATION (SDI) 0.037 YP Y Clip -- A plate or angle used to fasten two or more members together. SITE CLASS D GA. Gauge WWF Welded Wire Fabric SGRY Slate Gray Detail Detail Identification SEISMIC DESIGN CATEGORY A GALV. Galvanized GALVM. Galvalume Column -- A main member used in a vertical position on a building to transfer loads from main I.D. Inside Diameter roof rafters, or purlins to the foundation. Detail INT Interior Section Identification/Reference k-y e n e r a l Notes MISC. Miscellaneous Eave -- The line along the sidewall formed by the intersection of the planes of the roof and Page MPH Miles Per Hour wall. Structural Fasteners NOM. Nominal Trachte structural bolts are SAE J429-Grade-2 or ASTM A307A unless specifically noted. (HE Footing -- A pad or mat, usually of concrete, located under a column, wall or other structural Part Number Identification These are typically Trachte Part No's 760110 & 764200. All bolt holes shall be aligned to member, that is used to distribute the loads from that member into the supporting permit insertion of bolts without undue damage to threads. Bolts shall be placed in all ■ holes and nuts threaded to complete assembly. Compacting joint to snug -fit condition shall p � r + NT -i -i wm � o ve � r% ty soil. Droaress systematically from most rigid part of ioint. Snug -tightened condition is tightness 10—DIGIT PART NUMBER Gl1 l.. 1'N %A111 :✓ V JL 111 Girt -- A horizontal structural member that is attached to sidewall or endwall columns and - RISe/Run Identification 4 attained with a few impacts of impact wrench or full effort of ironworker using ordinary spud wrench to bring connected plies into firm contact. 5000 5000 00 supports paneling. Specification for Structural Joints Using High Strength Bolts, December 31, 2009 2—DIGIT CODE Self D ri I l i n Fasteners 9 COMPONENT NUMBER COLOR GAUGE 1r%rk1'r1r1CC \A ATCnI A 1 hr11 nn nn f• A I II• E'15;1 INLI`I 1 if ILJ M/11 LR1/'1L VVLVR VR V/'1VVL — u er — light gauge metal member aan eave, valley or parapetdesignedo carry water y North Arrow use self -drilling screws in the locations, quantities, and methods shown or noted on these STRUCTURAL PARTS USE GAUGE CODE from the roof to downspouts or drains. � o drawings. Self -Drilling Fasteners should be used in accordance with SAE J78 specifications g g p NON—STRUCTURAL PARTS USE COLOR CODE Z for Self -Drilling Screws. 4-DIGIT RANDOM NUMBER RANGE FROM 0000 TO 9999 Header -- The horizontal framing member located at the top of a framed opening, (doors). WARNING: When installing Self -Drilling screws, take care to minimize exposed screwpoint hazard, by locating screws next to panel bends and near recessed corners of angles. MOST COMPONENTS WILL FOLLOW A LOGICAL SEQUENCE •. BASED ON HOW OR WHERE THEY ARE USED ON A BUILDING �' Concrete Structural Bracing 4—DIGIT COMPONENT CODE Jamb -- The vertical framing members located at the sides of an opening (doors). ' All structural bracing is an integral part of the structural system and should be installed THIS IDENTIFIES A CLASS OF PARTS = = where noted or shown on the Floor Plans & Roof Framing Plans all connections should be SUCH AS COLUMNS, HEADERS, BASEPLATES ETC. - Purlin — A horizontal structural member which supports roof covering. _� �_� �_� Earth consistent with all details related to installation of bracing components. Removal or alteration of bracing without prior authorization is prohibited. Temporary Bracing 0 la Imaginary Rafter -- The main beam supporting the roof system. Temnornnry sunnorts or hrnc'Inn required to erect the huildinn is the resnonsihili+v of the . , o kv 9—DIGIT NUMBER Decimal Point 5-DIGIT LENGTH RIRCT—r11C:ITC - INC I-IRC Rake Angle -- Angle fastened to purlins at rake for attachment of endwall or partition panels. C+r11rf11rnl I ino -- lJsunlly chalk lines Inid nut nn the fnuncintion to nid in nlncinn columns rind nther Insulation . _._.r _. _. / ---rr- "_ _" _" __.._� . __ .- - --. _._- - .. - --r -_. _.___._I - ._._ erector to determine, furnish, install and remove. Permits It is the responsibility of the Building Owner/ Contractor/ Erector to obtain all appropriate w pq Z Z E--1 a o � W A W _ C`J Z E-3 W � a 3 7 J — ---- COMPONENT FINISH LENGTH " LAST 2-DIGITS ARE DECIMAL (FRACTION) ..... ` - — `"' """ - - - - ' - - - _ .. _ _ _ _ _ _ _ ... - - - - - - . - - - r - - - 17 - - - - -- - - _ structural components of a building floor plan. Accurate placement of these lines is approvals and necessary permITs Trom LITy, LounTy, ZOTare, or Omer agencies as required. w � o U % a a q F' pi ALWAYS IMAGINE A DECIMAL POINT BEFORE LAST 2-DIGITS critical to erecting a building. DS Down Spout Structural Lines :a o oz 2-DIGIT CODE IDENTIFIES MATERIAL COLOR OR GAUGE Rake Trim -- A trim desi designed to close the opening between the roof and endwall structural lines are referenced often throughout our drawing details. These relate to the � o U STRUCTURAL PARTS USE GAUGE CODE g panels. P g P chalk lines that are to be laid out on the foundation. The lines should always be laid out NON-STRUCTURAL PARTS USE COLOR CODE taking into consideration the inherent imperfections commonly associated with foundations. ; Date 2-DIGIT PROFILE CODE edge of a foundation is seldom straight enough to use as a base for dimensioning. It THIS IDENTIFIES A STANDARD PROFILE Ridge -- The horizontal line formed bypp opposing sloping sides of a roof running with g pig g parallel is begin layout at 10'" fthe f"Lti s recommendedto n your -1from e sidewalledge (refer to "Locating 5 24 4/ / SUCH AS PANELS, TRIMS, STUDS, ETC. the building length. The First Line" in the Trachte Erection Manual). All other lines should be placed accurately from the first line. Drawn by BRM 2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT GAUGE CODES WALL do TRIM DOOR or TRIM DOOR or TRIM COLOR CODES S.S. Roof Special Scale COLOR CODES COLOR CODES COLOR CODES COLOR CODES 12 = 12—GAUGE 10 = Regal White 28 = Clay B Others Y 14 = 14—GAUGE 60 = Cream Beige 21 = Ash Gray 44 = Conti. Brown 16 = 16—GAUGE 61 = Slate Gray 26 = Matte Black 45 = Garnet 11 =Roman Blue 12 = Evergreen 33 =Polar White 37 = Sand Stone The design, detailing, and materials for items designated as „ By Others" are not the N. T. S. 18 = 18—GAUGE 62 = Classic Beige 31 = Patriot Red 46 = Evergreen 63 =Iced White 40 = Sunset Orange 47 Red 13 = Patrician Bronze 38 = VP Charcoal Black responsibility of Trachte Building Systems, Inc. Plan No. =Cedar 2—DIGIT 27 =Light Stone 41 =Desert Tan 48 =Shale COLOR CODES 42 = Polar Blue 63 = Iced White 14 =Surrey Beige 23 =Regal/Harbor 39 = VP Patrician Bronze Blue 49 =Natural Stone Field Cutting and Drilling 54717 B 43 = Royal Blue 64 Bright White Door 80 = Galvanized 32 = Lime Green (Door only) g 24 = Colonial Red 26 = Matte Black 65 = Yellow 66 = Silver Metallic Field cutting and drilling of some parts will be required. Order No. 82 =Galvalume 82 =Galvalume 67 =Birch White NOTICE: — — 6-DIGIT PART NUMBERS ARE ALSO USED. THESE FOLLOW NO SPECIFIC STRUCTURE. Sheet No. THEY ARE COMMONLY USED FOR FASTENERS, SWING DOORS, PEAK BOXES, AND SOME OTHER PARTS. THE SPECIFIC PROJECT INFORMATION PROVIDED TO MONTS BUILDING SYSTEMS, INC. iPAS Most of Trachte s standard color codes are shown. Special colors are not shown. Permit show the correct color of your desired building. The final erection set of drawings may plans may not show the USED IN THE DEVELOPMENT OF THE ENGINEERING DRAWINGS, DETAILS, MATERIALS LIST AND PRICING. ANY DISCREPANCIES BETWEEN THIS INFORMATION AND THE ACTUAL JOB CONDITIONS WILL AFFECT THE ACCURACY OF THIS )PORK TRACHTE IS NOT RESPONSIBLE FOR ANY Cover correct colors ordered. The colors may not always be shown within the drawing set but the material ADDITIONAL MATERIALS OR ANY LAYOUT PROBLEMS CAUSED BY INACCURATE SITE INFORMATION. listing will always show the correct color for the part listed. PLEASE RECHECK THIS INFORMATION CAREFULLY.' A 0 I LO c 0 I iA a 0 -0 I 1 in in N 0 I �n 0 I in F 8" BLOCK FIREWALL .00K MLL END WALL ELEVATION SIDE WALL ELEVATION '—d" /W-10$1 /Q'—d" P-0\/P' 1 /d• 1 9 PITPN AAIK11 CTOR0r`P- RI III nI ir` 0— DOOR SCHEDULE QTY CODE TYPE SIZE ROUGH OPENING MANUF. DESCRIPTION 1 DD ROLL —UP 8'-0" x 7'-0" 8'-0" x 7'-0" TRAC—RITE/eq. ROLL —UP DOOR, 944 1 DE ROLL —UP 8'-8" x 7'-0" 8'-8" x 7'-0" TRAC—RITE/eq. ROLL —UP DOOR, 944 5 DF ROLL —UP 9'-0" x 7'-0" 9'-0" x 7'-0" TRAC—RITE/eq. ROLL —UP DOOR, 944 1 DND ROLL —UP 8'-0" x 8'-0" 8'-0" x 8'-0" TRAC—RITE/eq. ROLL —UP DOOR, 944 1 DNE ROLL —UP 8'-8" x 8'-0" 8'-8" x 8'-0" TRAC—RITE/eq. ROLL —UP DOOR, 944 7 DNF ROLL —UP 9'-0" x 8'-0" 9'-0" x 8'-0" TRAC—RITE/eq. ROLL —UP DOOR, 944 2 DNG ROLL —UP 8'-8" x 7'-6" 8'-8" x 7'-6" TRAC—RITE/eq. ROLL —UP DOOR, 944 13 DNH ROLL —UP 9'-0" x 7'-6" 9'-0" x 7'-6" TRAC—RITE/eq. ROLL —UP DOOR, 944 ROLL -UP DOORS MEET ASTM EJJO DO NOT ORDER DOORS BY OTHERS PRIOR TO RECEIVING THE ERECTION SET. RO AND DOOR SIZES MAY VARY DUE TO ENGINEERING ISSUES. END WALL ELEVATION 118 -I J-0° 0 SIDE WALL ELEVA TION 118 1 0 �w� Kt VIJIVIV Date C m � ui W S2 o o a� cn � Ct a z QQ� ZQ, o �n Q 10,I W o, U E o 3 k OJ 5 3 O N -Q Ln O = N Q o o a o I z x A �z pq x O GU zzx z o a�a a �zw a Uf�AF' °0 z O i 00 M ro Q � O m � Date 4/5/24 Drawn by BRM Scale Plan No. 54717 B Order No. Sheet No. Al*0 By A 0 I in B 0 I in C _ a I 0 I N 0 D 1A Vq 1 LO E I Ln F 2 3 m 5 70'-0" (15'-1" WIDE) 9 7 i 9 10 11 12 13 14 15 130'-0" (150'-0" OVERALL 20'-1" WIDE) 16 17 In 19 0 121 11 0 I in I I I I I I I I I 6" STEP HEIGI­IT I I I I I I I 1 I 10'-0"J_ J_ J_ J_ J_ J_ J_ J_ J_ J_ J_ J_ J_ J_ J_ J_ J_ J 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" CONCRETE SCREW #4 REINFORCING BAR 1 CONTINUOUS WELDED WIRE VAPOR BARRIER 9 FABRIC 52" 4" _ _ _ _ _ _ _ _ SLAB THICKNESS CLEAR (SEE LEGEND) r 5 t ` 4" FILL 3" — CLEAR — 'I III 6" III III �� 1'—o" FLOATING SLAB DETAIL, NOTCHED 90'-0" (25'-1" WIDE) 1A 3 24 25 26 27 1, 28 29 30 31 IZJA 20'-0" (150'-0" OVERALL 20'-1" WIDE) Lo / 1A 2 1' 3 I I I I 1' I I C I/ r �1.rv0 1 1 N 6" STEP HEIGHT B 1. B SIM 1. I I FOUNDATION BLOCK FIREWALL GENERAL FOUNDATION NOTES - - (BY OTHERS) 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10' On 10'-0" 10'-0" 10'-0" 10'-0" FOUNDATION SPECIFICATIONS LEGEND GRADE LINE 1 1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6 X 6 — W1.4 X W1.4 WELDED WIRE FABRIC. PAVING OR FLASHED GRADE 310'-0" OVERALL LENGTH 1 2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO II #3 REINFORCING BAR YIELD A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. WATERPROOFING II CONTINUOUS ® 1' O.C. NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI. FREE DRAINING HOWEVER, 3,000 PSI IS PREFERRED. 1 `.+: :". ; INORGANIC BY OTHERS I FOUNDATION PLAN for MINI STORAGE BUILDING A —1 GRANULAR FILL 2" CLEAR I 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, •` �'>"' GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 " iI o FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL #3 HOOKED BAR ® 11 O.C. BE KEPT CLEAN AND FREE OF RUST. LAP ALL REINFORCING A MINIMUM OF 28" AT SPLICES AND AROUND EARTH FREE DRAINING GRANULAR FILL CORNERS. WRAPPED IN GEOTEXTILE MATERIAL II 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM DRAIN BY OTHERS II #3 REINFORCING BAR A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM AT SLAB THICKNESS'` CONTINUOUS ALL SIDE AND END LAPS. NOTE: WELDED WIRE FABRIC IS .;:'; •'• I WELDED WIRE USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB. » I I FABRIC VAPOR BARRIER THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN ALTERNATE. II _ SLAB THICKNESS (SEE LEGEND) 5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL CONCRETE SCREW POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 I I / ".`" : '� . ' .'' . ' .... •• 4" FILL INCHES. (INTERIOR) 6. STRUCTURAL ANCHORS SHALL BE CONCRETE SCREWS 8" x 2 1/2 TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS. 3 / INSTALLATION INSTRUCTIONS ARE SPECIFIED IN NOTE 01 3" CLEAR ON THE ERECTION DETAIL PAGES. CONCRETE SCREW +•. a: 7. NON—STRUCTURAL ANCHORS SHALL BE EITHER (EXTERIOR) POWDER ACTUATED ANCHORS OR TAPCON SCREW ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY �� �� TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING 3 /8 x 2 1 /2 3'-0' NON—STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02 ON THE ERECTION DETAIL PAGES. NON—STRUCTURAL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 1 A RETAINING WALL DETAIL 8. FREE DRAINING GRANULAR FILL SHALL BE A NON FROST SUSCEPTIBLE FILL MATERIAL CONSISTING OF COURSE SAND, CRUSHED ROCK, OR AN APPROVED EQUIVALENT. t UUNUA I IUN UtSIUM NU 1 Q* 1. FOUNDATION PLAN SHOWN IS DESIGNED FOR A PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE. 2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL CONDITIONS. GENERAL FOUNDATION NOTES: 1. NOTCH SHALL BE LEVEL WITH NO PITCH. 2. FOUNDATION MUST BE SQUARE AND LEVEL. 3. PROVIDE CONTROL JOINTS AT 15'-0" ON CENTER MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE DIMENSION VARIES LOCATED AT LEAST 1 FOOT OFF OF THE TRACHTE 2j"MIN. BUILDING SYSTEMS COLUMN GRID SHOWN ON THE FOUNDATION PLAN. NOTE TRACHTE BUILDING SYSTEMS, INC. IS ONLY RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED ON THE PARAMETERS SPECIFIED IN THE NOTES, AND THE LOADS IMPOSED BY OUR BUILDING SYSTEM. IT IS THE OWNERS RESPONSIBILITY TO NOTIFY TRACHTE'S ENGINEERING DEPARTMENT OF ANY UNUSUAL SITE CONDITIONS OR OF ANY MATERIALS NOT SUPPLIED BY TRACHTE, THAT WILL IMPOSE LOADS ON THE FOUNDATION SYSTEM. ACTUAL CONSTRUCTION OF THE FOUNDATION, INCLUDING LABOR AND MATERIALS FOR PLACING OF REINFORCING STEEL AND CONCRETE IS BY OTHERS AND THEREFORE, NOT THE RESPONSIBILITY OF TRACHTE BUILDING SYSTEMS. CONCRETE SCREW DIMENSION VARIES 24"MIN. INSIDE EDGE OF POURED WALL D A CONCRETE SCREW LOCATION, CORNER WELDED WIRE VAPOR BARRIER FABRIC SLAB THICKNESS (SEE LEGEND) t . 4" FILL 2 SLAB, INTERIOR SECTION D rid DIMENSION VARIES ine 5"MIN. CONCRETE SCREW DIMENSION VARIES 24"MIN. FOUNDATION EDGE • INSIDE EDGE OF POURED WALL ® SIM. B CONCRETE SCREW LOCATION, EXTERIOR #4 REINFORCING BAR CONTINUOUS WELDED WIRE VAPOR BARRIER FABRIC 5" CLEAR SLAB THICKNESS (SEE LEGEND) STEP HEIGHT 4" FILL ; " ::.:::.s; \ (SEE FOUNDATION PLAN) SLAB THICKNESS 8" PAD (SEE LEGEND) 3"CLEAR �..:`..r.� �:.•:.•::•: 4" FILL III -ill NOTE: II III THE SUPPORTING WALL MUST REST ON THE HIGH SIDE OF THE STEP. 8" 8" 3 FLOATING SLAB DETAIL, STEP CONCRETE SCREW FOUNDATION EDGE rid 22„ ine REF. • INTERIOR COLUMN n rld ine BASEPLATE I CONCRETE SCREW 2" REF. l SEE FLOOR PLAN TO LOCATE CONCRETE SCREW ANCHOR TO BE ERECTOR & ORIENTATE BASEPLATE & INSTALLED IN LIEU OF CAST -IN -PLACE ANCHOR INTERIOR COLUMNS SCREWS. MINIMUM EMBEDMENT DEPTH = (CONCRETE SCREW LENGTH) + C CONCRETE SCREW LOCATION, D CONCRETE SCREW, INTERIOR BASEPLATE SECTION FOUNDATION EDGE nc vi �iviv Date U ,c c o, In Ld ap Co 13 - cn � CL Q zL J O o cv m '0 � � o W a o U � x C6 Q .�? In o 0 a W A � x O o a zzx �a�o4 z O W A W Z W � A ° _ f� A z � .a O O (� co co f� o $ T F Date 4/5/24 Drawn by BRM Scole Plan No. 54717 B Order No. — — Sheet No. B1*0 PART # INDEX PART # DESCRIPTION 5050020012 12 a. Interior base plate 5050020112 12 a. DBL. iamb base plate 5050022218 18 a. DBL. iamb clip 5950000118 18 a. PT. support iamb 5950000318 18 a. PT. support iamb 9'-4" 5950010418 18 a. support, BSW 8'-7.75" EV. 5950015818 18 a. support, BSW 9'-10.25" EV. 5950031118 18 a. PT. support iamb 8'-10" 5950031918 18 a. support, JAMB 9'-3" EV. 5970000163 18 a. DBL. iamb 8'-4" IWHT 5970000263 18 a. DBL. iamb 9'-4" IWHT 5970020163 18 a. double iamb 8'-10" IWHT 5987000018 18 a. PT. rake angle 5' Ion 5990000116 16 a. interior column 3.63" x 2" 5' EV 5990000316 16 a. interior column 3.63" x 2" 10' EV 5990000516 16 a. interior column 3.63" x 2" 15' EV 5992000116 16 a. interior column 3.63" x 2" 5' EV 5992000316 16 a. interior column 3.63" x 2" 10' EV 5992010116 16 a. interior column 3.63" x 2" 5' EV 5992010316 16 a. interior column 3.63" x 2" 10' EV 5992010516 16 a. interior column 3.63" x 2" 15' EV 5992010716 16 a. interior column 3.63" x 2" 20' EV 5994000718 18 a. BSW column 3.63" x 1.5" 8-7.75EV 5994002918 18 a. BSW column 3.63" x 1.5" 9-10.25EV 5994010818 118ga. BSW column 3.63" x 1.5" 9-3EV PURLIN O i 1 �Nr�RAKE n tructural _ine 4 PLCS COLUMN TABS OVI tructural ine INTERIOR COLUMN, PURLIN, RAKE ANGLE CONNECTION ct i NOTE: 3 HR BLOCK SIRE WALL AT BLANK HIGH SIDE LL: W a 0 INTERIOR WALL FRAMING ELEVATION, 1/ f 4 yy PITCH LEAN—TO PARTITION PANEL NOT SHOWN, SEE PARTITION DETAILS 01 PRIMARY CONCRETE ANCHOR INSTALLATION 1) USING THE PROPER DRILL BIT SIZE, DRILL A HOLE INTO THE BASE MATERIAL TO THE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE REQUIREMENTS OF ANSI STANDARD B212.15. 2) REMOVE DUST AND DEBRIS FROM HOLE DURING DRILLING (E.G. DUST EXTRACTOR, HOLLOW BIT) OR FOLLOWING DRILLING (E.G. SUCTION, FORCED AIR) TO EXTRACT LOOSE PARTICLES CREATED DURING DRILLING. 3)SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE MAXIMUM TORQUE, TIN8T MAX OR TIMPACT,MAX RESPECTIVELY FOR THE SELECTED ANCHOR DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIZED HEX SOCKET/DRIVER TO THE IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. 4) DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. (_AA_INTERIOR WALL FRAMING ELEVATION, 1 f 4" PITCH LEAN—TO PARTITION PANEL NTnm 0T_TnTATKT OVV T7 A DmTmTnAT T%VrP A TT c PURLIN CONNECTIONS - 7". 9". 11 ". AND 12" WEB 7" (SHOWN) AND 9" PURLINS REQUIRE TWO BOLT CONNECTIONS ON EACH END. 11" AND 12" PURLINS REQUIRE THREE BOLT CONNECTIONS ON EACH END. 1 g PARTITION SUPPORT AT BLANK WALL BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR PLAN FOR PARTITION CHANNEL PART NUMBERS. 00 C INTERIOR WALL FRAMING ELEVATION, 1 f 4" PITCH LEAN—TO PARTITION PANEL NOT SHOWN, SEE PARTITION DETAILS 39 EXTERIOR COLUMN dt NOTCH LAYOUT FOUNDATION SHOWN WITH A NOTCH. REFER TO FOUNDATION PLAN FOR ACTUAL FOUNDATION LAYOUT. INSTALL SILL PLATE SEALER (#102702) UNDER THE BASE TRACK AT ANY NO NOTCH BLANK WALL. BASE PLATE REFERENCE HOLES HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). NOTES: NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. 1)SEE FLOOR PLAN FOR PROPER BASE PLATE AND COLUMN LOCATIONS. 2) COLUMN OPENING SHOULD FACE NEAREST 'LOW' EAVE. 760602 tructural � structural SUPPORT, BW amine 3) (1) PRIMARY ANCHOR REQUIRED AT EACH BASE PLATE, SUPPLIED BY tructural ine 1 9 TBS. FIELD CUT TRACK ine tructural ine 4) (1) SECONDARY ANCHOR (CONCRETE SCREW, POWDER ACTUATED, OR AS NEEDED '� EAVE/TOP RAKE FIELD CUT HAMMER DRIVE) REQUIRED AT EACH BASE PLATE, 502840 SUPPLIED BY ��<a` JAMB CLIPS �� ANGLE AS NEEDED TBS SINTERIOR COLUMN �Cv e `r ° RAKE ANGLE COLUMN HEX HEAD BOLT HEX NUT 0 PLATE ® ® TRACK 760110 760300 760110 SUPPORT, SW , ® ® 760300 ° O tructural tag <��e� NOTE: REFER TO SIDEWALL 6 PRIMARY ANCHOR / 0 JAMB ° 0 Line PAGE FOR INSTALLATION OF EAVE TOP TRACK / 760110 ® SUPPORT, BW 19 760110 CONCRETE SCREW 01 760300 9 COLUMN SUPPORT, SW 760300 °`� 2 PLCS SUPPORT �-' COLUMN 760110 tructural n e \ 760300 760300 2 BASE PLATE tructural SECONDARY ANCHOR ine ructurcl ine Q1 CONCRETE SCREW tructural ~ine 502840 BASE PLATE INTERIOR COLUMN/BASE PLATE D 3 JAMB/SUPPORT/RAKE ANGLE 4 JAMB/SUPPORT/BASE PLATE 5 SIDEWALL COLUMN/RAKE ANGLE (DSIDEWALL COLUMN/BASE ANGLE 7 BLANK SIDEWALL COLUMN CONNECTION CONNECTION CONNECTION CONNECTION Q BLANK WALL CONNECTION Q BLANK WALL SUPPORT CONNECTION nc vi �iviv Date U c C m W cf) i cf) CL Z5 D O L Z �sEl 4 L L W a U E o 3 k m co 3 U -6 Q :S Q03 Q a_ W A z o A w x P a zz :4 h a U) o U2 W A W P4 c�z�, o A z a O W o pq� O co z o � Date 4/5/24 Drawn by BRM Scole 1/2" = 1'-0" Plan No. 54717 B Order No. — — Sheet No. c 1 0 0 PART # INDEX PART # DESCRIPTION 436312000 26 a. CNR. trim panel/panel, IWHT 10'-0" 502840 screw, to con 1 4" x 1.25" 5050004014 14 a. purlin span clip 5050020412 12 a. STR. jamb base plate 5050022316 16 a. STR. jamb clip 5911000214 14 a. EXT. wall base track 3.88" x 5' Ion 5974000163 18 a. STR. jamb RH 8'-4" IWHT 5985000218 18 a. EXT. girt, 4'-11 1 4" Ion 5987001018 18 a. PT. rake angle, 16' Ion 5991000118 18 a. EW column 3.63" x 1.5" 5'-0 EV 5991010118 18 a. EW column 3.63" x 1.5" 5'-0 EV 5991010318 18 a. EW column 3.63" x 1.5" 10'-0 EV 5991010518 18 a. EW column 3.63" x 1.5" 15'-0 EV 5991010718 18 a. EW column 3.63" x 1.5" 20'-0' EV 5994000118 18 a. BSW column 3.63" x 1.5" 8-4EV 5994000718 18 a. BSW column 3.63" x 1.5" 8-7.75EV 5994002918 18 a. BSW column 3.63" x 1.5" 9-10.25EV 775203 breakaway clip for FW. 2"x2" 779051 26 a. FW. door trim CRMB 779600 foam closure 3'-0" r— an out a— an ins 01 PRIMARY CONCRETE ANCHOR INSTALLATION 1) USING THE PROPER DRILL BIT SIZE, DRILL A HOLE INTO THE BASE MATERIAL TO THE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE REQUIREMENTS OF ANSI STANDARD B212.15. 2) REMOVE DUST AND DEBRIS FROM HOLE DURING DRILLING (E.G. DUST EXTRACTOR, HOLLOW BIT) OR FOLLOWING DRILLING (E.G. SUCTION, FORCED AIR) TO EXTRACT LOOSE NOTE0 : PARTICLES CREATED DURING DRILLING. 3)SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE MAXIMUM TORQUE, TINST MAX OR TIMPACT,MAX RESPECTIVELY FOR THE SELECTED ANCHOR DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIZED HEX SOCKET/DRIVER TO THE IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. 4) DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. 04 LEAN—TO ENDWALL ELEVATIONS ACTUAL ENDWALL LAYOUT MAY MIRROR THIS ELEVATION. SEE FLOOR PLAN FOR ACTUAL LAYOUT AND LOCATION OF HIGH SIDE. STARTER JAMBS ARE LEFT & RIGHT HANDED. IF CONSTRUCTING A MIRROR VIEW OF THIS ELEVATION USE THE OPPOSITE STARTER JAMB. STARTER JAMB PART NUMBERS ARE DIFFERENT BUT SIMILAR. SEE BILL OF MATERIAL FOR CORRECT PART NUMBER. 08 FIELD CUTTING PROVIDED COMPONENTS OFTEN REQUIRE FIELD CUTTING. TO ENSURE AN APPROPRIATE APPEARANCE AND MINIMIZE CAULK REQUIRED, USE ACCURATE MEASUREMENTS AND QUALITY TOOLS FOR FIELD CUTS. SILL TRIM OFTEN REQUIRES NOTCHING TO AVOID CONFLICTS WITH FASTENERS. LAP JOINTS SHOULD BE ARRANGED TO SHED WATER FROM OVERHEAD OR PREVAILING WIND DIRECTION. 02 SECONDARY CONCRETE ANCHORS (SUPPLIED dt INSTALLED BY OTHERS INSTALL SECONDARY ANCHORS (CONCRETE SCREW, POWDER ACTUATED, OR HAMMER DRIVE) 24" ON CENTER, AND STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. NOTE: SOME COMPONENTS. SUCH AS BASE TRACK. SPECIFICALLY REQUIRE BOTH PRIMARY AND SECONDARY ANCHORS. 08 FIELD CUTTING PROVIDED COMPONENTS OFTEN REQUIRE FIELD CUTTING. TO ENSURE AN APPROPRIATE APPEARANCE AND MINIMIZE CAULK REQUIRED, USE ACCURATE MEASUREMENTS AND QUALITY TOOLS FOR FIELD CUTS. SILL TRIM OFTEN REQUIRES NOTCHING TO AVOID CONFLICTS WITH FASTENERS. LAP JOINTS SHOULD BE ARRANGED TO SHED WATER FROM OVERHEAD OR PREVAILING WIND DIRECTION. INSULATION FLAME AND SMOKE RATING THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS TO MEET OR EXCEED THESE REQUIREMENTS. Lom BLOCK HR BLOCK WALL ON OF STEM PURLIN CONNECTIONS — 7". 9". 11 ". AND 12" WEB 7" (SHOWN) AND 9" PURLINS REQUIRE TWO BOLT CONNECTIONS ON EACH END. 11" AND 12" PURLINS REQUIRE THREE BOLT CONNECTIONS ON EACH END. 1 g PARTITION SUPPORT AT BLANK WALL BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR PLAN FOR PARTITION CHANNEL PART NUMBERS. FIF TO WAS 21 PARTITION SUPPORTS AT BLANK ENDWALL SEE FLOOR PLAN FOR LOCATIONS AND QUANTITY OF PARTITION SUPPORTS. ALIGN BOTTOM BOLT HOLE OF SUPPORT WITH BOTTOM GIRT OF ENDWALL. FIELD —CUT SUPPORT JUST BELOW PURLIN. SUPPORT WILL REQUIRE FIELD —NOTCHING TO ALLOW FOR THE TOP FASTENER CONNECTION. 39 EXTERIOR COLUMN do NOTCH LAYOUT FOUNDATION SHOWN WITH A NOTCH. REFER TO FOUNDATION PLAN FOR ACTUAL FOUNDATION LAYOUT. INSTALL SILL PLATE SEALER (#102702) UNDER THE BASE TRACK AT ANY NO NOTCH BLANK WALL. 47 ROOF INSULATION INSULATION MUST STOP ON BOTH SIDES OF FIREWALL. INSULATION CANNOT RUN CONTINUOUS ACROSS TOP OF WALL. 56 BREAK AWAY CUPS CLIPS ATTACH TO STRUCTURAL MEMBERS WITH (1) #760600 SCREW, FOR BLOCK FIREWALL USE (1) TAPCON SCREW #502840. USE (2) #760615 TO FASTEN. 57 BLOCKWALL TERMINATION BLOCKWALL MUST RUN THE ENTIRE WIDTH OF BUILDING AND TERMINATE AT THE EXTERIOR A —PANEL OR JAMB. BLOCKWALL MUST RUN THE ENTIRE HEIGHT FROM THE FLOOR TO THE ROOF SHEETING. GROUT MUST BE USED TO FILL ANY VOIDS. PURLIN SPAN CUPS TWO PURLIN SPAN CLIPS ARE REQUIRED TO BUTT TO THE TRACKS OF A GYPSUM COVERED STUD FIREWALL. FOR BLOCK FIREWALLS TWO SPAN CLIPS WILL BUTT AT THE CENTER LINE OF THE BLOCK WALL AND SLOTS ARE TO BE CUT FOR THE FLANGES TO FIT IN AND GROUT MUST FILL ANY VOIDS UP TO THE ROOF LINE. 01 Bearing & Nonbearing Wall Rating U904 - 3 HR Firewall Concrete Blocks - Various designs. Classification C-3 (3 hr). See Concrete Blocks category for lists of eligible manufacturers. Mortar - Blocks laid in full bed of mortar, nom. 3/8" thick, of not less than 2-1/4" and not more than 3-1/2" parts of clean sharp sand to 1 part Portland Cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. NOTE: TYPICAL CONNECTIONS AT OPPOSITE END MIRROR THIS DETAIL. 436312000 NOTE: TYPICAL CONNECTIONS AT OPPOSITE END MIRROR THIS DETAIL. FASTENERS BY OTHERS 779051 ° o a ° a GIRT a o 0 a a ° a *INSTALL INSULATION 8" REF FROM THE EXTERIOR WHEN POSSIBLE �14 x 7/8" AC HEAD ° � a a a ° GROUT FILLED 7 ROOF SHEETING 20 o ® INSULATION* 47 5050004014 62 RAKE ANGLE 62 5050004014 1 PURLIN a d as a d a a a a 779600 OQ d d0 oil a RAKE TRIM °d PURLINO.E-0.1a Q - OQ O d �4 d.� BLocK 0,0 C], a a a d 0 d a a ° a d ai ° BLOCK a� d 502840 ° ° BREAKAWAY CLIP BLOCK a ° SW COLUMN TOUCH UP PAINT a Q FRC GIRT �� BASE TRACK EW COLUMN Mf BASE PLATE ° BASE TRACK PURLIN SPAN a INT COLUMN m BLOCK o ENDWALL COLUMN ° d ° a a CLIP -. �- BLOCK 01 ENDWALL BASE TRACK .. ° d d e�ocK a a d d BASE TRACK BASE TRACK STARTER JAMB tructural ine a ° Al" SECTION OF BLOCK ,C' 0\ ��°e BLOCK BLOCK FIRE RESISTIVE CONSTRUCTION SECTION BLOCK FIRE RESISTIVE CONSTRUCTION SECTION ENDWALL FIRE RESISTIVE EXTERIOR FIRE 3 RESISTIVE EXTERIOR BLOCK FIRE BLOCK FIRE RESISTIVE CONSTRUCTION SECTION A 2 CONSTRUCTION Q SIDEWALL CONSTRUCTION 4 RESISTIVE CONSTRUCTION 5 DETAIL BLANK SIDEWALL DOOR SIDEWALL nc inns BY rcc vi-Diviv Dote ui w N i C Q Z Q Q mLo o E o W U x m Ln Q ��roa � z O 0 P �z 0 zz a �� O a W a a W A W U F o G� A :a z A O CO O LO A co W o o � Date 4/5/24 Drawn by BRM Scale 1/2" = 1'-0" Plon No. 54717 B Order No. Sheet No. C2.0 PART # INDEX PART # DESCRIPTION 5050020012 12 a. Interior base plate 5050020112 12 a. DBL. iamb base plate 5050022218 18 a. DBL. iamb clip 5950000118 18 a. PT. support iamb 5950010418 18 a. support, BSW 8'-7.75" EV. 5950031118 18 a. PT. support iamb 8'-10" 5950031918 18 a. support, JAMB 9'-3" EV. 5970000163 18 a. DBL. iamb 8'-4" IWHT 5970020163 18 a. double iamb 8'-10" IWHT 5987000018 18 a. PT. rake angle, 5' Ion 5990000116 16 a. interior column 3.63" x 2" 5' EV 5990000316 16 a. interior column 3.63" x 2" 10' EV 5990000516 16 a. interior column 3.63" x 2" 15' EV 5992000116 16 a. interior column 3.63" x 2" 5' EV 5992000316 16 a. interior column 3.63" x 2" 10' EV 5992000516 16 a. interior column 3.63" x 2" 15' EV 5994000718 18 a. BSW column 3.63" x 1.5" 8-7.75EV 5994010818 18 a. BSW column 3.63" x 1.5" 9-3EV 01 PRIMARY CONCRETE ANCHOR INSTALLATION 1) USING THE PROPER DRILL BIT SIZE, DRILL A HOLE INTO THE BASE MATERIAL TO THE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE REQUIREMENTS OF ANSI STANDARD B212.15. 2) REMOVE DUST AND DEBRIS FROM HOLE DURING DRILLING (E.G. DUST EXTRACTOR, HOLLOW BIT) OR FOLLOWING DRILLING (E.G. SUCTION, FORCED AIR) TO EXTRACT LOOSE PARTICLES CREATED DURING DRILLING. 3)SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE MAXIMUM TORQUE, TiNST MAX OR TiMPACT.MAX RESPECTIVELY FOR THE SELECTED ANCHOR DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIZED HEX SOCKET/DRIVER TO THE IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. 4) DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. BLOCK WAIL ON OF STEM TO WAS PT PANEL SW SUPPORT A —PANEL INSIDE CORNER TRIM A —PANEL SIDEWALL COLUMN (2) PT PANEL tmc ural L SW SUPPORT ENDWALL COLUMN (1) GIRT D(VIEW TYP. INSIDE CORNER DETAIL MAY BE MIRRORED) INTERIOR WALL FRAMING ELEVATION, 1/ f 4 1) PITCH LEAN—TO PARTITION PANEL NOT SHOWN, SEE PARTITION DETAILS BLANK SIDEWALL BLOCK FIREWALL rCE vl.Diviv Date C ( rn Ld o ; .6 o Q E � Z H xm Loo U E a Q p �h p\Ts Q F.?�ps� o 0 U1 a Ei w A E- W U) w w O 0 z 0 :a ��D aq 0 Date Drawn by Scale Plan No. Order No. Sheet No. C2*1 �w� 03 STRAP CROSS BRACING 34 PURLIN ORIENTATION 07 EAVE SPAN CHANNEL FASTEN STRAP WITH (4) #12 X 1.25" SELF DRILLING SCREWS, P/N 760602, AT EACH THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED END. NOTE THE STRAPS MUST BE INSTALLED AFTER WALLS OR ROOF SECTIONS ARE INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH SQUARED & PLUMBED. ALL STRAPS ARE TO BE INSTALLED SO THEY ARE STRAIGHT & OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER TIGHT (UNDER TENSION). REFER TO ROOF PLAN OR FLOOR PLAN FOR EXACT LOCATION BUILDING POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START & END AND PLACEMENT OF ALL BRACING. WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS ® 2'-0" OC. FIELD CUT EXCESS AT END OF RUN. T2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 5900000716 5900000816 5900000816 i 5900000716 5900000816 5900000716 00 2316 6000000316 I 478024000 � / 5987000018 i� �� I 6002002316 6001000316 6000000316 i 6000000316 6000000316 v 5987000018 `� �� 6002002316 6001000316 6000000316 �� � I 5900000116 5900000216 6 — — C3.0 MATCH LINE 1 22 23 2 5900000716 5900000816 I , 5900000816 5900000716 �\ / I � 600200 316 PART # INDEX PART # DESCRIPTION 478024000 16 a. strap bracing 20'-0" Ion 5900000116 16 a. SW span channel 5'-0" Ion 5900000216 16 a. SW span channel 10'-0" Ion 5900000716 16 a. high side SW span channel 5'-0" Ion 5900000816 16 a. high side SW span channel 10'-0" Ion 5987000018 18 a. PT. rake angle, 5' Ion 6000000316 16 a. typical purlin, 7" x 3" x 10'-0" 6001000316 16 a. starter purlin, 7" x 3" x 9'-8" 6002002316 16 a. endwall purlin, 7" x 3" x 9'-5.5" 760602 DOOR JAMB 0 DOUBLE JAMB BASE PLATE PART. SUPPORT RAKE ANGLE c�tural e tructural NOTE: FIELD CUT RAKE ine ANGLE WHEN NECESSARY 0 RAKE ANGLE Q DOOR JAMB CONNECTION DETAIL NOTE: 760602 TYPICAL BLANK SIDEWALL CONNECTION SHOWN. ALL SIDEWALL CONNECTION W/ MANSARD ARE SIMILAR. TOP TRACK 1Or 0 RAKE ANGLE -ptttx,tural SIDEWALL in e COLUMN NOTE: FIELD CUT RAKE ANGLE WHEN NECESSARY ructural qtine 310'— 0" ROOF FRAMING PLAN FOR 81-4'/8'-10"/9'-4" EAVE, NOTE: OPPOSITE SIDE MIRRORS THIS DETAIL 0260602 RAKE ANGLE @ BLANK SIDEWALL STRAP BRACING @ DBL JAMB 2 CONNECTION DETAIL 6 CONNECTION DETAIL NOTE: OPPOSITE SIDE MIRRORS THIS DETAIL O STRAP BRACING SIDEWALL CONNECTION DETAIL El 6000000316 6000000316 25 2 26 27 C3, 5987000018 �—(-59-8-70000�18 7 28 29 30 31 32 59 0000816 5900000716 1 ` 6002002316 C3.0 6002002316 478024000 i 6002002316 6002002316 C3. 5900000216 5900000116 1 /4:12 PITCH, MINI STORAGE BUILDING A-1 NOTE: TYPICAL INTERIOR CONNECTION SHOWN, ENDWALL CONNECTION NOTE: ACTUAL LAYOUT MAY MIRROR THIS DETAIL. MIRRORS THIS DETAIL. PURLIN NOTE: SEE ROOF FRAMING PAGE FOR CORRECT PURLIN ORIENTATION. 03 760602 /� 0 / \ "- / 5irnuectural J ine u y STRAP BRACING @ PURLIN CONNECTION *NOTE' ACTIJAI I AYOIIT MAY MIRRORS THI 11 STRAP BRACING @ DOOR/BLANK STRAP BRACING @ BLANK/BLANK � 2 CORNER CONNECTION DETAIL CORNER CONNECTION DETAIL Kt VIJIVIV Date r\ N 3 Ld a�i °� CO >- 0 vi CL �° O Z p i i i Ld o, U E � o 3 k m 5� 3 a o Ln o = Q o o a o z x 0 �z a Pgx0 z zzx a Oa E-� 4 zw w U s A :a z 0 0 Q4 El 0 (� m co �i P a � o m P Date 4/5/24 Drawn by BRM Scale Plan No. 54717 B Order No. Sheet No. C3.0 BY PART # INDEX PART # DESCRIPTION 436312000 26 a. CNR. trim panel/panel, IWHT 10'-0" 779600 foam closure 3'-0" r— an out a— an ins 37 EXTRA DOOR CUP AND JOR GIRT O THE HIGH SIDE FOR ALL HIGH SIDES THAT EXCEED A 10'-0" EAVE HEIGHT THERE WILL BE AN EXTRA LINE OF GIRTS (#5985------ ), DOUBLE JAMB CLIP (#5050022218) AND OR STARTER JAMB CLIP (#5050022316). THIS IS NOT SHOWN IN THE ELEVATIONS. THESE EXTRA PARTS WILL BE FASTENED THE SAME WAY AS THE OTHER CLIPS/GIRTS. 01 PRIMARY CONCRETE ANCHOR INSTALLATION 1) USING THE PROPER DRILL BIT SIZE, DRILL A HOLE INTO THE BASE MATERIAL TO THE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE 19 REQUIREMENTS OF ANSI STANDARD B212.15. 2) REMOVE DUST AND DEBRIS FROM HOLE DURING DRILLING (E.G. DUST EXTRACTOR, HOLLOW BIT) OR FOLLOWING DRILLING (E.G. SUCTION, FORCED AIR) TO EXTRACT LOOSE PARTICLES CREATED DURING DRILLING. 3)SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE MAXIMUM TORQUE, TINST MAX OR TIMPACT,MAX RESPECTIVELY FOR THE SELECTED ANCHOR DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIZED HEX SOCKET/DRIVER TO THE IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. 4) DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. O6 STARTER BAY A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE WALL PAGES. IT IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY. 07 EAVE SPAN CHANNEL WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START & END WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS ® 2'-0" OC. FIELD CUT EXCESS AT END OF RUN. PARTITION SUPPORT AT BLANK WALL BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR PLAN FOR PARTITION CHANNEL PART NUMBERS. 01 Bearing & Nonbearing Wall Rating U904 - 3 HR Firewall Concrete Blocks - Various designs. Classification C-3 (3 hr). See Concrete Blocks category for lists of eligible manufacturers. Mortar - Blocks laid in full bed of mortar, nom. 3/8" thick, of not less than 2-1/4" and not more than 3-1/2" parts of clean sharp sand to 1 part Portland Cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 02 SECONDARY CONCRETE ANCHORS (SUPPLIED do INSTALLED BY OTHERS INSTALL SECONDARY ANCHORS (CONCRETE SCREW, POWDER ACTUATED, OR HAMMER DRIVE) 24" ON CENTER, AND STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. NOTE: SOME COMPONENTS. SUCH AS BASE TRACK. SPECIFICALLY REQUIRE BOTH PRIMARY AND SECONDARY ANCHORS. 06 STARTER BAY A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE WALL PAGES. IT IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY, INSULATION FLAME AND SMOKE RATING THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS TO MEET OR EXCEED THESE REQUIREMENTS. 47 ROOF INSULATION INSULATION MUST STOP ON BOTH SIDES OF FIREWALL. INSULATION CANNOT RUN CONTINUOUS ACROSS TOP OF WALL. NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL tl tWe tructural tructural RAKE ANGLE 19 SUPPORT, BSW ool I ine STARTER JAMB ine 760300 GIRT760110 STARTER JAMB760300 SW COLUMNSJAMB CLIP 760110 SW COLUMN SPAN CHANNEL 07 0 o JAMB CLIP TRACK SW COLUMNS STARTER JAMB a a °i 0 0 GIRT JAMB CLIP a a 760110 760300 ' SW COLUMN BASE PLATE ° 760300 760110 760300 760110 tructural a e e ® 760110 760300 SW COLUMNS GIRT a , , �� 760110 760300 ine a e NOTE: ONLY ONE BOLT REQUIRED AT EACH GIRT e a CONCRETE SCREW 01 SUPPORT, BSW 19 tructural LOCATION TO BOLT COLUMNS TOGETHER. tructural 5SCREW CONCRE� SIDEWALL 01 CONCRETE SCREW tructural VIEW %ueintural truC _$ TRACK Ir ctural ine tructural ine tine tural ine ine t �rq I in� I ine 1 STARTER JAMB TOP 2 GIRT TO STARTER JAMB 3 TRACK TO STARTER JAMB 4 BLANK SW COLUMNS TO 5 BLANK SW COLUMNS TO 6 BLANK SW COLUMNS TO CONNECTION CONNECTION CONNECTION EAVE TRACK CONNECTION GIRT CONNECTION TRACK CONNECTION NOTE: RIGHT SW SHOWN LEFT SW WILL MIRROR THIS DETAIL NOTE: RIGHT SW SHOWN LEFT SW WILL MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL TRACK 760300 ° tructural tructural tructural ine 760110 760100 ine �d� �r SPAN CHANNEL07 ne EAVE SPAN TRACK 07 ine 0 0 760110 o 0 760300S. CHANNEL ° BASE PLATE a� SPAN CHANNEL ENS o a e a s a a e a SW COLUMN Ak SW COLUMN SUPPORT, SW DOOR JAMB < 0 a ENDWALL 760300 sw COLUMN 7so110 SUPPORT, SW HEADER VIEW NOTE: THIS DETAIL SHOWS a aa19 a THE HOLES TO USE WHEN 76030o TEK BOLT:HOLES RENWIF O o e a a o B a COLUMNS ARE ON A 760110 AN OPTION 0 SUPPORT, SW rruectural NOTCHED FOUNDATION. DOOR JAMB 760600 TRACK 01 CONCRETE SCREW a CONCRETE SCREW 01 JAMB CLIP ° NOTE: HEADERS ARE DESIGNED TO BE I" BASE PLATE 760300 ABOVE THE TOP OF THE DOUBLE JAMBS WHEN tructural TRACK A 760110 INSTALLED. CORNER JAMBS AND STARTER ine 1 FIELD E�7 CUT SIB NI DOOR JAMB JAMBS SHOULD LINE UP VIE FLUSH WITH TOP OF 760600 HEADERS.. 7 SIDEWALL BLANK SW TO VIEW 8 BLANK SW TO BLANK EW 9 COLUMN TO EAVE TRACK CONNECTION 1 BOTTOM OF DOOR JAMB 11 DOOR JAMB CLIP DETAIL TOP OF DOOR JAMB 12 BLANK EW CONNECTION TRACK CONNECTION CONNECTION DETAIL CONNECTION DETAIL NOTE: NON—WINDLOCK DOOR BRACKET SHOWN. SEE NOTE: TYPICAL CONNECTIONS AT OPPOSITE END MIRROR THIS DETAIL. NOTE: TYPICAL CONNECTIONS AT OPPOSITE END MIRROR THIS DETAIL. WINDLOCK DETAIL WHEN MOUNTING WINDLOCK DOORS NOTE: TYPICAL DOOR JAMB SHOWN. ALL OTHER DOOR ° ° ` o o 1 INSULATION 47 20 d ° ° JAMBS ARE SIMILAR a o o EAVE CHANNEL ®® TOP TRACK a a ROOF LINE ° a SIDEWALL COLUMN BLOCK 01 ® D 43631200 a EAVE ANGL IM a ° ad 5/16-18 1" BOLT)* a0 d ° a s ° a 779600 a° 0 x 0 ° NOTE: GABLE SHOWN, LEAN—TO SIMILAR. � � — o BLOCK ESIDEWALL MN a ° — a BLOCK 01 SW COLUMN GROUT FILL TOP LOCK COURSE OLINE P D BASE TRACK � 4 TO ROOF a BASE TRACK 02 INT COLUMN O ® m A —PANEL d BASE TRACK 02 Q D SIDEWALL COLUMNS BLOCK 01 DOOR JAMB BASE TRACKTEK—SCREW ,\ INCLUDED IN a F 760110 02 DOOR HARDWARE tructural ine BASE TRACK 02 760300 PACKAGE BLOCK FIRE RESISTIVE tructural Line $ 19 DOOR BRACKET AND DOOR 31 CONSTRUCTION SECTION BLANK SIDEWALL 32 SIDEWALL FIRE RESISTIVE i 33 SECTION OF EXTERIOR FIRE 34 Y< Ja�JCp\ '°e TYPICAL COLUMN CONNECTION BLOCK FIRE RESISTIVE 000NSTRUCTION JAMB CONNECTION DETAIL CONSTRUCTION Q ENDWALL SECTION DETAIL RESISTIVE CONSTRUCTION nc vi �iviv Date U c c — r o, c CO ni LEI aO i Cf) CL D Z 4 L J Z LLI a o 6 x m co k U z x o o �z � zz0 w a � aU)o w �wAw a c�z�, W 4 �D 0 z W G� F- oco A co to o � Date 4/5/24 Drawn by BRM Scole 1/2" = 1'-0" Plan No. 54717 B Order No. Sheet No. E1*0 PART # INDEX PART # DESCRIPTION 5910000114 14 a. eave top track 3.88" x 3.13" x 10' Ion 5911000114 14 a. EXT. wall base track 3.88" x 10' Ion 5985000118 18 a. EXT. girt, 9'-11 1 4" Ion 5985000318 18 a. EXT. girt, 9'-8" Ion 5994000718 18 a. BSW column 3.63" x 1.5" 8-7.75EV 5994002918 118ga. BSW column 3.63" x 1.5" 9-10.25EV 5994010818 118ga. BSW column 3.63" x 1.5" 9-3EV 07 EAVE SPAN CHANNEL WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START & END WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS ® 2'-0" OC. FIELD CUT EXCESS AT END OF RUN. 1 g PARTITION SUPPORT AT BLANK WALL BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR PLAN FOR PARTITION CHANNEL PART NUMBERS. 01 PRIMARY CONCRETE ANCHOR INSTALLATION 1) USING THE PROPER DRILL BIT SIZE, DRILL A HOLE INTO THE BASE MATERIAL TO THE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE REQUIREMENTS OF ANSI STANDARD B212.15. 2) REMOVE DUST AND DEBRIS FROM HOLE DURING DRILLING (E.G. DUST EXTRACTOR, HOLLOW BIT) OR FOLLOWING DRILLING (E.G. SUCTION, FORCED AIR) TO EXTRACT LOOSE PARTICLES CREATED DURING DRILLING. 3)SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE MAXIMUM TORQUE, TijwMAX OR TiMPACT.MAX RESPECTIVELY FOR THE SELECTED ANCHOR DIAMETER AND EMBEDMf NT. ATTACH AN APPROPRIATE SIZED HEX SOCKET/DRIVER TO THE IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. 4) DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. 06 STARTER BAY A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE WALL PAGES. IT IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY. 37 EXTRA DOOR CUP ANDJOR GIRT O THE HIGH SIDE FOR ALL HIGH SIDES THAT EXCEED A 10'-0" EAVE HEIGHT THERE WILL BE AN EXTRA LINE OF GIRTS (#5985_____), DOUBLE JAMB CLIP (#5050022218) AND OR STARTER JAMB CLIP (#5050022316). THIS IS NOT SHOWN IN THE ELEVATIONS. THESE EXTRA PARTS WILL BE FASTENED THE SAME WAY AS THE OTHER CLIPS/GIRTS. 01 Bearing & Nonbearing Wall Rating U904 - 3 HR Firewall Concrete Blocks - Various designs. Classification C-3 (3 hr). See Concrete Blocks category for lists of eligible manufacturers. Mortar - Blocks laid in full bed of mortar, nom. 3/8" thick, of not less than 2-1/4" and not more than 3-1/2" parts of clean sharp sand to 1 part Portland Cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 02 SECONDARY CONCRETE ANCHORS (SUPPLIED St INSTALLED BY OTHERS) INSTALL SECONDARY ANCHORS (CONCRETE SCREW, POWDER ACTUATED, OR HAMMER DRIVE) 24" ON CENTER, AND STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. NOTE: SOME COMPONENTS. SUCH AS BASE TRACK. SPECIFICALLY REQUIRE BOTH PRIMARY AND SECONDARY ANCHORS. 06 STARTER BAY A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN-BETWEEN THE 10, STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE WALL PAGES. IT IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY. INSULATION FLAME AND SMOKE RATING THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS TO MEET OR EXCEED THESE REQUIREMENTS. 47 ROOF INSULATION INSULATION MUST STOP ON BOTH SIDES OF FIREWALL. INSULATION CANNOT RUN CONTINUOUS ACROSS TOP OF WALL. 0 2 C� w w a w in N a M BLOCK WALL ON TOP OF STEM WALL NOT SHOWN -- - ATCH ----- --M/33\LSE---- -34 5910000114 5910000114 I I 5910000114 I I I I 5910000114 5994010818 5994010818 5985000118 5994010818 5994010818 II 5985000118 I 5994010818 I i 5985000118 5994010818 5994010818 5994010818 5985000118 5911000114 II I I I 5911000114 I I I I I 5911000114 I 5911000114 10'-0" 10'-0" �\ ,1 101_0" J 101_0„ �----------- MATCH SINE 5910000114 5910000114 5910000114 5910000114 5994000718 5994000718 5985000118 5994000718 5994000718 5985000118 599400071 5994000718 5985000118 5994000718 5994000718 5994000718 5985000318 5911000114 5911000114 35 V-O 5911000114 I 5911000114 10'-0" _ _ 10'-0" _ _ 10'-0" _ _ 10'-0" JILJLVV/-\LL LL_L V/"\ I IIJIV <<IIV 1 L_I\I VI\ VILVV) A (TYP. SIDEWALL ELEVATIONS SHOWN. LENGTH MAY VARY) BLOCK LO ENDWALL r-, 31 00 nc vi �iviv Date U .c c r o, Ld � o;.�oa E 0 0 O Z L 4 c p L L i w a U c E I o 3 k m co 3 o� a�-QL0 Q z x O O O O > zz�o ha w a �wAw a W �D :a � 0 z W OLo A co co to Date 4/5/24 Drawn by BRM Scole 1/2" = 1'-0" Plan No. 54717 B Order No. — — Sheet No. E1.1 PART # INDEX PART # DESCRIPTION 5050020112 12 a. DBL. iamb base plate 5050020412 12 a. STR. iamb base plate 5050022218 18 a. DBL. iamb clip 5050022316 16 a. STR. iamb clip 5050022418 18 a. STR. iamb clip at step 5950000118 18 a. PT. support iamb 5950000318 18 a. PT. support iamb 9'-4" 5950031118 18 a. PT. support iamb 8'-10" 5955000163 18 a. SW EW header, 9'-0" IWHT 5955000263 18 a. SW EW header, 8'-8" IWHT 5955000763 18 a. SW EW header, 8'-0" IWHT 5970000163 18 a. DBL. iamb 8'-4" IWHT 5970000263 18 a. DBL. iamb 9'-4" IWHT 5970020163 18 a. double iamb 8'-10" IWHT 5974000163 18 a. STR. iamb RH 8'-4" IWHT 5974000263 18 a. STR. iamb LH 8'-4" IWHT 5974000363 18 a. STR. iamb RH 9'-4" IWHT 5974000463 18 a. STR. iamb LH 9'-4" IWHT 5974050163 18 a. starter iamb RH 8'-10" IWHT 5974050263 18 a. starter iamb LH 8'-10" IWHT 5994000118 18 a. BSW column 3.63" x 1.5" 8-4EV BLOCK ENDWALL~ PRIMARY CONCRETE ANCHOR INSTALLATION 1) USING THE PROPER DRILL BIT SIZE, DRILL A HOLE INTO THE BASE MATERIAL TO THE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE REQUIREMENTS OF ANSI STANDARD B212.15. 2) REMOVE DUST AND DEBRIS FROM HOLE DURING DRILLING (E.G. DUST EXTRACTOR, HOLLOW BIT) OR FOLLOWING DRILLING (E.G. SUCTION, FORCED AIR) TO EXTRACT LOOSE PARTICLES CREATED DURING DRILLING. 3)SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE MAXIMUM TORQUE, TINST MAX OR TIMPACT,MAX RESPECTIVELY FOR THE SELECTED ANCHOR DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIZED HEX SOCKET/DRIVER TO THE IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. 4) DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. 12 19 C 1.0 1.0 .� I� . C. 5050020112 i 5050020112 " 5955000263 5955000163 5955000163 5955000163 5955000263 5994000118 11 / 1.0 \ 5050022418 I 5050022316 5050022218 I 5050022218 " I I � 26 5974000463 59700003 5970000163 5974000363 C I I 0 5950000318 �0 5950000118 Iz.I 8'-8" F.O. 9'-0" F.O. 9'-0$1 F.O. 9'-0" F.O. 8'-8" F.O. 10 5050020412 5050020112 � I I 1' 5050020112 5050020412 C o IFE Fr0 10'-0" 10'-0" 103-0" 10'-0" 10'-0" STARTER BAY A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' I STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE M A TrH I I N F WALL PAGES. IT IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY. 20 PARTITION SUPPORT AT DOOR SIDEWALL DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN FOR CORRECT ORIENTATION. SAVE SPAN CHANNEL WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START & END WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS ® 2'-0" OC. FIELD CUT EXCESS AT END OF RUN. / \ DOUBLE JAMB BASE CUP HEADER I I I I I I DOUBLE JAMB CLIP I I I I I I D I I I I I I I I I I I SIDEWALL JAMB SUPPORT I I DOOR JAMB I I DOUBLE JAMB BASE CUP C TYP. DOOR SW SECTION JAMB SUB —ERECTION DETAIL ---------------------------------------------------------------------- I "I 5050020112 C 5955000263 5974050263 5050022418 8'-8" F.O. 5955000163 9'-0" F.O. 5955000163 9'-0" F.O. 5955000163 �p j� 9'-0" F.O. O I 00 5955000263 5050022218 5970020163 5974050163 5950031118 20 8'-8" F.O. C . 5050020412 5050020112 5050020412 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" --------..... -..... --ATCH LINE m\F-� �_o -------- 5050022418 I\ 5050020112 "I 5050020112 5955000263 5955000163 5955000163 5955000163 11 1.0 5955000763 / \ 5994000118 J I 5050022218 5050022218 5050022316 � I I I I 5974000163 5970000163 I 5970000163 5974000263 p 00 5950000118 20 I 5950000118 20 - rl I I 5050022418 , „ 8 - 8 F. 0. , „ 9 - 0 F. 0. , „ 9 - 0 F. 0. , „ 9 - 0 F. 0. , 8 - 0 F. 0. 10 5050020412 5050020112 1'0 5050020112 5050020412 06 STARTER BAY , 10'- 0" 10'- 0" 10'- 0" 10'- 0" 10'- 0" SIDEWALL ELEVATION (INTERIOR VIEW (TYP. SIDEWALL ELEVATIONS SHOWN. LENGTH MAY VARY) BLOCK ~ENDWALL nc vi �iviv Date U .c c r o, Ld (~ :E E O a U ZL O m w a U c E I o x m co k o� a�-QLn Q z x O O �z � w z0 z a h a O W U) �wAw a c�z�, W Qi �D i--i :a �oAz W 0.i E1 c0 0co A co co o o � Date 4/5/24 Drawn by BRM Scole 1/2" = 1'-0" Plan No. 54717 B Order No. Sheet No. E1*2 �w� PART # INDEX PART # DESCRIPTION 5045010026 26 a. eave trim dsw 10'-2" MBLK 5045012163 26 a. batten trim 10' long, IWHT 5050020412 12 a. STR. iamb base plate 5050022418 18 a. STR. iamb clip at step 5900000216 16 a. SW span channel 10'-0" Ion 5900000816 16 a. high side SW span channel 10'-0" Ion 5920004326 26 a. H.S. facet eavetrim bsw MBLK EXTERIOR ELEVATION STEP AT DOOR SIDEWALL ELEVATION 01 PRIMARY CONCRETE ANCHOR INSTALLATION 1) USING THE PROPER DRILL BIT SIZE, DRILL A HOLE INTO THE BASE MATERIAL TO THE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE REQUIREMENTS OF ANSI STANDARD B212.15. 2) REMOVE DUST AND DEBRIS FROM HOLE DURING DRILLING (E.G. DUST EXTRACTOR, HOLLOW BIT) OR FOLLOWING DRILLING (E.G. SUCTION, FORCED AIR) TO EXTRACT LOOSE PARTICLES CREATED DURING DRILLING. 3)SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE MAXIMUM TORQUE, TINST MAX OR TIMPACT.MAX RESPECTIVELY FOR THE SELECTED ANCHOR DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIZED HEX SOCKET/DRIVER TO THE IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. 4) DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. 3 I e e e B e I TEK SCREW THIS SIDE I 2 2, I I SUPPORT, BW (HIGH SIDE) 5050022418 5050022418 5050020412 1 I 2' I � 5GREW THIS SIDE INTERIOR ELEVATION @ SW 0 (na w LLI CD J Q_' in O INTERIOR ELEVATION @ SW FOUNDATION STEP AT BLANK SIDEWALL ELEVATION STEP AT INTERIOR WALL ELEVATION BATTEN TRIM FASTEN BATTEN NOTE: KEEP THESE SCREWS AS CLOSE TO THE LIP OF THE oo ptructural 2 PLCS TYP. WITH COLORED CONCRETE SCREW 01 STARTER JAMB AS'I'l e Line SCREWS AT POSSIBLE. THE � � 760600 PARTITION PANEL TOP / BOTTOM STR JAMB HIGH SIDE SW COLUMN HIGH SIDE BATTEN STRIP WILL COVER THESE a 5' RAKE AN Q A AND EACH � STR JAMB INT COLUMN JAMB CLIP MINIMUM. SUPPORT, SW SW COLUMN SCREWS. USE 760600 2 PLCS TYP. AT TOP DOOR CLIP a a FIELD CUT VERTICAL � � STEP CLIP o 760300 LOW SIDE / BOTTOM AND EACH GIRT a a 760110 LEG IF NEEDED �` 760110 BASE PLATE JAMB CLIP MINIMUM. SUPPORT, SW \ \ BASE PLATE a 760600 \ STR JAMB 760300 ° Q STR JAMB SW COLUMN ° �` ° LOW SIDE / 760110 760110 HIGH SIDE HIGH SIDE 760110 `� STEP DOOR CLIP 11*00 55- r � 760300 TRACK 0 o a. o a STR JAMB 760300 �� HEIGHT FLOOR � CONCRETE SCREW ° LOW SIDE SW COLUMN 760600 / / 01 Low SIDE 62SUPPORT, SW \ Q truc al J STARTER JAMB Q o STARTER JAMB ° tructural ine 760110 a a ®� i n e ON 760300 � a B \ a P FpU►�� 7sosoo a SEE FOUNDATION tructural �ON PLAN FOR TYPICAL ine a FOO DETAILS & NOTES. a 1 1 A BLANK SW COLUMN 2 STARTER JAMB CLIPS @ STEP 2A SW COLUMNS 3 RAKE ANGLE @ STEP 6 TYPICAL FOUNDATION STEP AT STR JAMB CONNECTION @ STEP AND TRACK @ STEP AND GI R TS @ STEP CONNECTION DETAIL WALL YCt VIJIVIV Date C m � o N r\ N 3 w >- a) o a vi CL � O z QQ Z3 J � a Q r-T, O m o, o Z3 Etz w U 3 k m 5 3 = O N N -Q Ln O U a)\ E Q o o a o O O x O O O zzx ~—1 Oa W a wX4 :a 0 0 z w L El Q4OOm m _ co i a o F Date 4/5/24 Drawn by BRM Scale 1/2" = 1'— 0" Plan No. 54717 B Order No. Sheet No. E2*0 PART # INDEX PART # DESCRIPTION 308211900 29 a. PT. panel, 9'-11" Ion 308217200 29 a. T. panel, 14'-4" Ion 308217900 129ga. PT. panel, 14'-11" Ion 308223300 129ga. PT. panel, 19'-5" Ion GALVALU M E PANEL STRUCTURAL BEARING LEG 4" 4" 4" 1'-0" 1'-0" 1'-0" 3'-0" COVERAGE REF. TRACHTE PARTITION PANEL PROFILE NOTE: WHEN CONSTRUCTING AN INTERIOR PANEL WALL IT MAY BE NECESSARY TO FLIP THE TOP PANEL. THIS WILL ALLOW THE LOAD BEARING LEG TO REST AGAINST THE RAKE ANGLE. WE DO NOT RECOMMEND ATTACHING THE_ PARTITION PANEL TO THE RAKE ANGLES. AT o�VERLAPDETAIL IF INSULATED. 760800 ONE SIDE 710969 OTHER SIDE PANEL 29 ga. GALVANIZED (LENGTH VARIES) LOAD BEARING LEG ° FOUNDATION ° PARTITION PANEL FASTENING DETAIL 6 ATTENTION: Partition wall panel lengths were determined with the panel starting at least 3Jj" in from the sidewall. All buildings 25' or more will have 2—panels that lap at a interior column line. The panels should overlap at least by 1". C�OLEW or BLANK SIDEWALL or ENDWALL DOOR SIDEWALL or ENDWALL DPARTITION PANEL EXTERIOR CONNECTION a 0 I 00 31" 2 REF. TYP. I 00 3T" REF. TYP. I 00 E- 14'-4" PANEL LENGTH 15'-0" REF. TRANSVERSE PANEL LAYOUT 8'-4" EAVE, 15' WIDE LEAN-TO n n--- n ---------------I I• I• I II II I I I I I II I I• I. 1 1 11 1 I• 19'-5" PANEL LENGTH 20'-0" REF. It, �— —4-1 —1 6 tructural F1.0 I ine 12 1 /4 n — --I�------ —- ------------ II. II II I I ---- II I 308217900 I I I I 11•I I.I I 308211900 I I'I I'I II'I II II III I'I II I I I I'I I•I 11•I II II 11•I I•I II I' I 308217900 I'I II II III I'I II 308211900 7 I•I 11 11 III IIIrL,7 I•I II 1.0 i I II i II II III I.I I I 11•I II I•I i I I 1.0 i I 308217900 1 1 it • 1 1 1 308211900 1 I• 1 I I I'I I'I II'I I I II 11 III I•I I•I II 1 1• 1 1 I 1 14'-11" PANEL LENGTH 22" REF. OVERLAP 25'-0" REF. 32" REF. TYP. Kt VIJIVIV Date C m � r\ ui '1) :2 (3 N 3 Ld � o 6 o a� (� vi CL �° O m Ld o, U E � o 1-- 3 k m 3 Q o o a o .S2 O O E- W A a x z 0 �z E- zz� ha�� a U� w Q W Qom' O U � A � :a O z w E1 O a o � Date 4/5/24 Drawn by BRM Scale 1/2" = 1'—C Plan No. 54717 B Order No. Sheet No. F1*0 PART #INDEX PART # DESCRIPTION 322619200 rake trim MLBK 16'-0" Ion 376312000 26 a. CNR. trim panel/frame IWHT 10'-0" 436312000 26 a. CNR. trim panel/panel, IWHT 10'-0" 5045010026 26 a. eave trim dsw 10'-2" MBLK 5920004326 26 a. H.S. facet eavetrim bsw MBLK 04 LEAN—TO ENDWALL ELEVATIONS ACTUAL ENDWALL LAYOUT MAY MIRROR THIS ELEVATION. SEE FLOOR PLAN FOR ACTUAL LAYOUT AND LOCATION OF HIGH SIDE. STARTER JAMBS ARE LEFT & RIGHT HANDED. IF CONSTRUCTING A MIRROR VIEW OF THIS ELEVATION USE THE OPPOSITE STARTER JAMB. STARTER JAMB PART NUMBERS ARE DIFFERENT BUT SIMILAR. SEE BILL OF MATERIAL FOR CORRECT PART NUMBER. 07 EAVE SPAN CHANNEL WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START & END WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS ® 2'-0" OC. FIELD CUT EXCESS AT END OF RUN. 08 FIELD CUTTING PROVIDED COMPONENTS OFTEN REQUIRE FIELD CUTTING. TO ENSURE AN APPROPRIATE APPEARANCE AND MINIMIZE CAULK REQUIRED, USE ACCURATE MEASUREMENTS AND QUALITY TOOLS FOR FIELD CUTS. SILL TRIM OFTEN REQUIRES NOTCHING TO AVOID CONFLICTS WITH FASTENERS. LAP JOINTS SHOULD BE ARRANGED TO SHED WATER FROM OVERHEAD OR PREVAILING WIND DIRECTION. SILL TRIM LAP JOINT DIRECTIONS WHEN JOINING SILL TRIM TO SILL TRIM OVERLAP PARTS 2" MAX. ADD SEALANT TO LAP JOINT OF SILL TRIMS. *MINOR RIB TAPE SEALER NOT REQUIRED AT HIGH EAVE IF FACET TRIM IS INSTALLED* 1 1 /2" O.C. #14 X 7/8" COLOR —MATCHING TRI—BEAD SCREW WITH RUBBER WASHER, TAPE SEALER OUTSIDE CLOSURE /— SSR PANEL EAVE SPAN CHANNEL FACET TRIM 0 0 EAVE TOP TRACK #12-14 X 1 1 /4" 0 0 COLOR —MATCHING SCREW WITH RUBBER WASHER #12-14 X 3/4- COLOR—MATCHING SCREW OUTSIDE CLOSURE A —PANEL SIDEWALL COLUMN 5A HIGH EAVE CONNECTIONS - BLANK SIDEWALL, SSR STARTER JAMB STRUCTURAL COMPONENTS tructural ine FOAM CLOSURE --' RIVET EXTERIOR WALL PANEL 36" O.C. 1 1/4" COLOR MATCHING SCREW CORNER TRIM WALL PANEL SHOULD NOT EXTEND BEYOND FACE OF JAMB. FIELD —CUT CORNER TRIM TO APPROPRIATE HEIGHT, SOME SITUATIONS MAY REQUIRE FIELD —NOTCHING. FASTEN CORNER TRIM TO UNDERLYING PANEL/JAMB WITH COLOR MATCHING RIVETS. ENSURE CORNER TRIM IS PLUMB. TEMPORARILY FASTEN EAVE TRIM WITH 2—SCREWS. PLACE SCREWS WITH CONSIDERATION AS TO WHERE ROOF CLOSURES AND FASTENERS WILL BE INSTALLED LATER. BACK SCREW THE BOTTOM OF THE TRIM TO CLOSE THE GAPS. BE SURE TO HIT THE LIP OF THE TRIM. ROOF PANEL 760600 ®_INSIDE ROOF CLOSURE 2—PLCS I (REFER TO ROOF PAGE) 0 EAVE SPAN CHANNEL DOOR SIDEWALL *EAVE TRIM *NOTE: EAVE TRIM TELESCOPES 0 WITH THE I EET END OPENING BEING THE LARGER SIZE. INSTALL 0 LEFT TO RIGHT. ODOOR FRAME SIDEWALL W/ BLANK ENDWALL ELEVATION 36" ON CENTER RIVET O STRUCTURAL t 760600 tt""ctural 779600 BACK SCREW 3'-0" O.C. C�OIM ne 43_ COLORED SIDE EXTERIOR 26GA. WALL PANEL HEADER TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1 r FROM THE STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED JAMB HEIGHT. SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. DRILL & RIVET THE TRIM IN PLACE WITH MATCHING COLORED RIVITS. THE CORNER TRIM SHOULD BE PLUMB. O DOOR SIDEWALL/EAVE TRIM CONNECTION DETAIL ROOF OVERHANG AT EAVE TRIM —BUILDING WITH GUTTER: 1-1/2" BEYOND FACE OF EAVE TRIM, SEE GUTTER PAGE FOR RAKE TRIM TERMINATION —BUILDING WITHOUT GUTTER: 4" TO 6" BEYOND FACE OF EAVE TRIM, TERMINATE END OF RACK TRIM AT THE END OF ROOF SHEET 13 EXTERIOR PANEL/JAMB, OUTSIDE 29 CORNER TRIM CONNECTION EAVE TRIM AND RAKE TRIM CONNECTION DETAIL EXTERIOR CORNER TRIM BLANK SIDEWALL & ENDWALL 12 FASTENING DETAIL O29A H.S. EAVE TRIM AND RAKE TRIM CONNECTION DETAIL 13 376312000 DOOR SIDEWALL C *SOME COMPONENTS AND MATERIALS NOT SHOWN FOR CLARITY* RAKE TRIM LAPPING: 1) OVERLAP ADJACENT RAKE TRIMS BY 1" TO 2". 2) APPLY A BEAD OF CAULK BETWEEN ALL OVERLAPPING RAKE TRIM SURFACES. 3) FASTEN TRIMS TOGETHER AT LAP AS SHOWN: CONNECT TRIMS AND UNDERLYING ADAPTER TRIM, TRIMS AT INTERIOR MOST EDGE ON TOP, AND TRIMS WITH UNDERLYING HEADERS/JAMBS OR PANELS AT DOWNWARD FLANGE. 4) DOWN —SLOPE TRIM MUST BE NESTED INSIDE UP —SLOPE TRIM. COLOR —MATCHING SCREW WITH RUBBER WASHER 11 RAKE TRIM 4< _ �o ADAPTER TRIM ` / \_ #12-14 X 3/4" �J/ COLOR —MATCHING SCREW RAKE TRIM OVERLAP L OBLOCK SIDEWALL PANEL W/BLANK ENDWALL ELEV (HIGH SIDE (WITH GUTTER AT LOW SIDE) BLOCK FIRE WALL 25'-0" ENDWALL PANEL DETAIL ELEVATION. 1/4 " PITCH *SOME COMPONENTS AND MATERIALS NOT SHOWN FOR CLARITY* FACET TRIM LAPPING: 1) OVERLAP ADJACENT FACET TRIMS BY 1" TO 2". 2) APPLY A BEAD OF CAULK BETWEEN ALL OVERLAPPING FACET TRIM SURFACES. 3) FASTEN TRIMS TOGETHER AT LAP AS SHOWN: CONNECT TRIMS AND UNDERLYING SSR OUTSIDE CLOSURE, TRIMS AT INTERIOR MOST EDGE ON TOP, AND TRIMS WITH UNDERLYING HEADERS/JAMBS OR PANELS AT DOWNWARD FLANGE. COLOR —MATCHING SCREW WITH RU FACET TRIM SSR OUTSIDE CLOSUR COLOR —MATCHING SCREW FACET TRIM OVERLAP NOTE: IF NEEDED, NOTCH OR SLIT END CAP FOR ROOF PANEL OR ADAPTER TRIM CLEARANCE. THIS WILL MINIMIZE ROOF LEAKAGE AND THE AMOUNT OF CAULK NEEDED WHEN INSTALLING. END CAP NOTCH AT RAKE TRIM 12 436312000 BLOCK SIDEWALL nc vi �iviv Date U c c r o, r\ LEI ap c O a � U CL o ZL p L L i '2' a c I o- LLI U 3 0 m co 3 Q x a O G4 W O �4 zzP4o a ha � a P4 W A W O o Uf�AF' zz W a O m fq co Co �21 W o $ ; Date 4/5/24 Drawn by BRM Scole 1/2" = 1'-0" Plan No. 54717 B Order No. Sheet No. F2e0 By PART #INDEX PART # DESCRIPTION 5920019982 26 a. adapter trim 16'-0" Ion 710881 Tri—Bead Tape Sealer 710892 Minor Rib Tape Sealer 710911 Metal Inside Closure 710933 fixed utility clip 710969 12-14 x 1.25" Hex head screw 710977 #12 x 1.25" SDWW zac screw, GALVM 71194_ Rake Support Angle, length varies 760600 12 x 3 4" HWHSD screw 766000 1.5" o.d. fender washer INSULATION FLAME AND SMOKE RATING THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS TO MEET OR EXCEED THESE REQUIREMENTS. 25 RAKE ANGLE / ADAPTER TRIM PLACE ACROSS END WALL FRAMING WITH VERTICAL LEG FLUSH WITH STRUCTURAL LINE. INSTALL 3" LEG VERTICAL. NOTE THAT RAKE ANGLE AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE LINE OF THE BUILDING. 28 INSIDE CLOSURE FIELD CUT CLOSURE AT STRUCTURAL LINE IF END WALL HAS CLOSETS. CUT CLOSURE TO EXTEND 1 Y4" PAST STRUCTURAL LINE IF END WALL IS A —PANEL. 29 ROOF CLIP POSITION THE CLIP AT EACH PURLIN. ROTATE THE CLIP ON THE MALE LIP UNTIL VERTICAL. IT IS IMPORTANT THAT THE CLIPS PROJECTING LEDGE FITS SNUGLY UNDER THE PANEL'S HORIZONTAL LEG AS SHOWN. FASTEN TO PURLIN. THE PANEL CLIP HAS FACTORY APPLIED SEALANT IN THE UPPER LIP. IF A CLIP MUST BE REMOVED, A NEW CLIP MUST BE USED OR GUN —GRADE SEALANT INSTALLED IN THE UPPER LIP. 43 INSULATION INSTALLATION IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSTALL THE INSULATION WITH CONSIDERATION THAT ALL VOIDS IN AN INSULATED WALL NEED TO BE FILLED WITH INSULATION. CARE SHOULD BE TAKEN TO ASSURE THAT EXTERIOR AIR INFILTRATION TO THE INTERIOR OF THE BUILDING IS MINIMIZED. LIGHT SHOULD NOT BE VISIBLE THROUGH CRACKS AND CREVICES. CAULK OR OTHER REMEDIES TO THESE SITUATIONS IS NOT SUPPLIED BY TRACHTE AND IS TO BE USED AND SUPPLIED AT THE DISCRETION OF THE ERECTOR AND/OR OWNER. YOU MUST INSTALL THE INSULATION WITH THE VAPOR BARRIER TO THE CLIMATE CONTROLLED SIDE OF THE WALL & ROOF (INTERIOR). 93 RAKE TRIM ADAPTER WHEN ATTACHING RAKE ANGLE TRIM ADAPTOR STOP A BIT BACK FROM STRUCTURAL EAVE LINE, SNIP END TO FORM TABS THEN FOLD OVER TABS TO CLOSE END OPENING. LAY FEMALE LIP OF PANEL OVER RAKE SUPPORT ANGLE. SECURE FEMALE UP TO RAKE SUPPORT ANGLE WITH CLAMP OR TEMPORARY FASTENERS. PANEL WILL NOT BE FASTENED PERMANENTLY TO RAKE SUPPORT ANGLE UNTIL ADAPTER TRIM IS INSTALLED. 25 Z STANDING SEAM ROOF P 71194- lg/I6„ 710892 IA 28 710911 710881 710911 trJG� loll-, / he �1U'tulIdal *710892 NOT REQUIRED UNDER MINOR RIBS AT HIGH EAVE OF LEAN—TO WITH HIGH EAVE TRIM AND 710892 OUTSIDE CLOSURES* �0.l� SSR PANEL OVERHANG AT EAVE J — BUILDING WITH GUTTER: 1-1/2" TO 2-1/4" BEYOND FACE OF EAVE TRIM — BUILDING WITHOUT GUTTER: 5" TO 6" BEYOND FACE OF EAVE TRIM EAVE TRIM 0FIRST PANEL INSTALLATION r- TRI-BEAD TAPE SEALER PROTECTIVE PAPER MALE FEMALE CORRECT INCORRECT PLACE TRI-BEAD TAPE SEALER OVER ENTIRE WIDTH OF PANEL. REMOVE PROTECTIVE PAPER. CAUTION: FORCING TAPE SEALER BACK INTO CORNERS WILL LESSEN THICKNESS OF TAPE SEALER WHERE IT IS NEEDED MOST. O TRI-BEAD TAPE SEALER APPLICATION 12-14x1.25" ZAC HEAD 0881 SEE EAVE FASTENER PATTERN DETAIL 710881 APPLY A CONTINUOUS LINE OVER EACH INSIDE CLOSURE FOR THE ENTIRE EAVE UNE ALONG EAVE SPAN ANGLE 710881 tHEADER or CHANNEL EAVE SPAN ANGLE ;OLUMN & STARTER JAMB CONFIRM COLUMN POSITION V FLOOR PLAN) . 0•G 1� r< 8R 6 BLANK ENDWALL & OSTANDING SEAM ROOF O 10 DETAIL AT EAVE 11 �k LOWER RAKE ANGLE IS NOT NEEDED ON 1/4.12 PITCH BUILDING W/ ENDWALL DOORS OPTION: SEAMS STAPLED TOGETHER OPTION: SEAMS OVERLAPPED (STAPLE AS CLOSE TO BOTTOM AS POSIBLE) 2'-0" STANDING SEAM 0 r ROOF PANEL 24 GA. 5 711940 J FASTEN METAL INSIDE CLOSURE TO EAVE W/ (2) #12-14 x 1 1/4" HEX HEAD SELF -DRILLING FASTENERS (#710969) TRI-BEAD TAPE SEALER BLANK ENDWALL & STANDING SEAM ROOF DETAIL AT PURLIN *TAPE SEALER NOT SHOWN FOR CLARITY* 710977 SSR PANEL ,1 2 8 7 6 5 43� EAVE TRIM CLOSURE (TYP.) - ATTACH PANELS TO EAVE AND INSIDE CLOSURES AT THESE (8) LOCATIONS USING #12-14 x 1 1/4" ZAC`' HEX HEAD SELF-DRILUNG FASTENERS - FASTENERS MUST PENETRATE TRI-BEAD TAPE SEALER, INSIDE CLOSURES, EAVE TRIM AND UNDERLYING EAVE SPAN CHANNEL - IT IS ESSENTIAL THAT NOMINAL PANEL WIDTH IS MAINTAINED AT EAVE, WITH PROPER INSTALLATION OF INSIDE CLOSURES AND BY INSTALLING FASTENERS IN PROPER SEQUENCE EAVE FASTENER SEQUENCE 0 INSTALL OUTSIDE CLOSURE DIRECTLY OVER TRI-BEAD TAPE SEALER. USING (9) #14 x 7/8" COLOR -MATCHING SCREWS WITH RUBBER WASHERS, FASTEN THROUGH CLOSURE, TAPE SEALER, AND PANEL FOLLOWING PROVIDED SEQUENCE. DO NOT FASTEN TO PURUNS. POSITION CLOSURES AS SHOWN WITH PRE -PUNCHED HOLES 1 1/2" O.C. FROM END OF PANEL. APPLY TRI-BEAD TAPE SEALER OVER TOP OF CLOSURES. DO NOT REMOVE PAPER BACKING UNTIL RIDGE CAP OR FACET TRIM INSTALLATION. AFTER FASTENING, APPLY A CONTINUOUS BEAD OF TUBE SEALANT ALONG ALL EDGES OF CLOSURE THAT CONTACT ROOF PANELS, TRIM, AND/OR ADJACENT CLOSURES. CONTINUOUS BEAD OF SEALANT, BOTH SIDES OF CLOSURE OUTSIDE CLOSURE ENDWALL PURUN SSR PANEL FILL VOIDS WITH SEALANT CLOSURE/PANEL OUTSIDE CLOSURE PROFILE —MAJOR RIB NOTE: DO NOT EXTEND RAKE ANGLE OR ADAPTER TRIM BEYOND STRUCTURAL LINE. ROOF PANEL IS NOT TO BE CUT OUT AS SHOWN. PANEL IS ONLY CUT AWAY TO SHOW PARTS UNDER IT. 710881 710881 ��� 3 5920019982 SSR PANEL SEALANT EAVE TRIM (TYP APPLY SEALANT DIRECTLY INTO SSR MALE:FEMALE CONNECTION 0CAULK UNDER SSR PANEL O3 0 JP 2-14 X 1-1/4" SCREW PER CUP ROOF INSULATION -VAPOR BARRIER STARTING END o0o mm (OR RESTART O BOTTOM OF ROOF STEP) 6'-0" ROLL 6'-0" ROLL ENDWALL PURUN tructurcl ine D ROOF PANEL & R-2 INSULATION LAYOUT/LAP DETAIL *SOME COMPONENTS AND MATERIALS NOT SHOWN FOR CLARITY* *SOME COMPONENTS AND MATERIALS NOT SHOWN FOR CLARITY* RAKE TRIM LAPPING: FACET TRIM LAPPING: 1) OVERLAP ADJACENT RAKE TRIMS BY 1" TO 2". 1) OVERLAP ADJACENT FACET TRIMS BY 1" TO 2". 2)APPLY A BEAD OF CAULK BETWEEN ALL OVERLAPPING RAKE TRIM 2)APPLY A BEAD OF CAULK BETWEEN ALL OVERLAPPING FACET TRIM SURFACES. SURFACES. 3) FASTEN TRIMS TOGETHER AT LAP AS SHOWN: CONNECT TRIMS AND 3) FASTEN TRIMS TOGETHER AT LAP AS SHOWN: CONNECT TRIMS AND UNDERLYING ADAPTER TRIM, TRIMS AT INTERIOR MOST EDGE ON TOP, UNDERLYING SSR OUTSIDE CLOSURE, TRIMS AT INTERIOR MOST EDGE AND TRIMS WITH UNDERLYING HEADERS/JAMBS OR PANELS AT ON TOP, AND TRIMS WITH UNDERLYING HEADERS/JAMBS OR PANELS DOWNWARD FLANGE. AT DOWNWARD FLANGE. 4) DOWN -SLOPE TRIM MUST BE NESTED INSIDE UP -SLOPE TRIM. COLOR -MATCHING SCREW COLOR -MATCHING SCREW WITH RU WITH RUBBER WASHER mac. JQi > FACET TRIM RAKE TRIM ADAPTER TRIM J / #12-14 X 3/4" 1/ COLOR -MATCHING SCREW RAKE TRIM OVERLAP SSR OUTSIDE CLOSUR COLOR -MATCHING SCREW FACET TRIM OVERLAP ROOF PANEL #12-14x1.25" ZAC HEAD OUT TO FORM AROUND \<� //DE WALL THE TRIM CORNER TRIM EAVE TRIM `STARTER JAMB �✓ NOTE: HEADER & JAMB SIDEWALL IS SHOWN. 51DEWALL MAY BE A —PANEL. SIDE WALL G STANDING SEAM ROOF & RAKE TRIM DETAIL (PLACE ACROSS END WALL FRAMING AND FASTEN TO PURUN SPAN CUPS w/(2) SELF DRIUJNG SCREWS #710969, VERTICAL LEG FLUSH w/ STRUC. UNE) INSTALL 3" LEG VERTICAL TEMPORARILY FASTEN THE LAST PANEL NTH A FASTENER OR VISE —GRIPS. THE PANEL WALL BE ATTACHED PERMANENTLY WHEN THE RAKE TRIM AND ADAPTER TRIM ARE INSTALLED. OTERMINATION PANEL 2'-0" 2'-0" MCELROY STANDING SEAM (NOMINAL) ROOF PANELS 24 ga. M (#12-14x1.25" ZAC HEAD STANDING SEAM ROOF PANEL BELOW CLOSURE ONLY 710881 OVER CLOSURE & 710881 ENTIRE EAVE (EAVE TRI EAVE SPAN AN( USE A 2" x 2" CUT TO 23 3/4" LONG AS A SPACER TO HOLD 24" CENTERUNES FROM PANEL TO PANEL (AT FASTENING LOCATIONS) ON SHEET WIDTH) RAKE SUPPORT 2 PER FOLD EXCESS FLAP OVER i ROOF INSULATION W/VAPOR BARRIER INSTALLED TO INTERIOR OF BUILDING 20 2 PER S I D E V�ILR TO PAGE "F2" FOR MF OUTSIDE CLOSURE #710875 W/ GH SIDE WITH FACET TRIM OROOF INSULATION w/SS-ROOF V-6" (NOMINAL) 1'-6" McELROY STANDING SEAM ROOF PANELS 24 ga. M o PURUN SEAMING NOTE: VISUALLY CHECK TO SEE THAT THE DO NOT WALK ON THE MINOR RIBS. WALKING ON THE MINOR RIBS MAY RESULT IN SSR TOOL SEAMS HAVE SNAPPED THE ENTIRE PERMANENT DAMAGE TO THE ROOF PANEL. DAMAGE MAY INCLUDE ROOF LEAKS, LENGTH OF PANEL. WHEN ASSEMBLED STANDING WATER, OR AESTHETIC DAMAGE. CORRECTLY, THE SEAM WILL LOCK DO NOT, UNDER ANY CIRCUMSTANCES, STEP ON THE PANEL AT THE PANEL ENDS _; TOGETHER WITH REASONABLE PRESSURE UNTIL THE PANEL IS FULLY ATTACHED. THE ROOF PANEL MAY NOT SUPPORT THE APPLIED WITH HAND OR FOOT. WEIGHT OF A PERSON AT THESE LOCATIONS. HOWEVER, IF A PROBLEM IS ENCOUNTERED IN FULLY SNAPPING THE SEAMS TOGETHER, SUCH AS IF THE PANEL MUST BE WALKED ON, PROTECT IT NTH 2x12 PLANKS THAT SPAN AN INCORRECTLY INSTALLED CUP, DAMAGED PANEL UP, OR A BUBBLE ACROSS A MINIMUM OF 3 PURUNS. THESE PLANKS WALL HELP TO DISTRIBUTE THE CAUSED BY FAULTY ASSEMBLY, A SHAPING TOOL IS RECOMMENDED LOAD, BUT PANEL DAMAGE MAY STILL OCCUR IF THE LOADS OR FREQUENCY OF THAT SHOULD ENABLE THE SEAM TO BE LOCKED WITH A MINIMUM TRAVEL ARE EXCESSIVE. EFFORT. THE ROOF SHOULD BE SWEPT CLEAN OF DRILL SHAVINGS AT THE END OF EACH WORK DAY. FAILURE TO DO SO MAY RESULT IN STANDING SEAM 0ROOF PROFILES 16 SSR PANEL OVERHANG AT EAVE � 9 (1 /4:12 & 1 /2:12 PITCHES) 2� ® ® / SSR 3' 710892 APPLY TRI-BEAD TAPE SEALER TO MALE LEG OF SSR PANEL DIRECTLY OVER INSIDE CLOSURE TAPE SEALER AT NOTCH V NOT REQ'D O ENDS, STEPS, OR EAVES UP 2-14xl.25" ZAC HEAD STANDING SEAM ROOF 710881 BELOW CLOSURE ONLY 710881 OVER CLOSURE & ENTIRE EAVE EAVE TRIM EAVE SPAN ANGLE BLANK SIDEWALL SSR PANEL (TYP.) APPLY ONE HALF OF MINOR RIB TAPE SEALER AT EACH OF THESE LOCATIONS TO COMPLETE SEAL AT EAVE. 71�i 710881 CUT MINOR RIB TAPE SEALER IN HALF WIDTH -WISE AND APPLY ONE HALF TO UNDERSIDE OF EVERY MINOR RIB OF SSR PANELS, POSITIONED TO CROSS TRI-BEAD TAPE SEALER AT EAVE; NOT REQUIRED AT HIGH EAVE OF LEAN-TO WITH HIGH EAVE TRIM AND OUTSIDE CLOSURES. APPLY TRI-BEAD TAPE SEALER ON TOP AND SIDES OF EACH INSIDE CLOSURE TO COMPLETE SEAL AT EAVE. APPLY TRI-BEAD TAPE SEALER CONTINUOUSLY ACROSS TOP OF EAVE TRIM, POSITIONED TO CONTACT UNDERSIDE OF INSIDE CLOSURES AND TRI-BEAD TAPE SEALER APPLIED OVER INSIDE CLOSURES. TAPE SEALER APPLICATION AT EAVE 710892 T I F Y- NSIDE CLOSURE (TYP.) 1 7� r E vl Dlv(v Date 6 — c op o r" Ld 00 0 z o U) c -_j p L � � o � c i I c Ld 3 x m 3 LO s o Q O\ o Q 0 x 0 0 z o� w zzx v� �a�o 1-4 �7 �wqW z �oAz z Q 0 a E- o � i/1 Co a� Date 4/5/24 Drawn by BRM Scol e N. T. S. Plan No. 54717 B Order No. Sheet No. G 1. 0 PART # INDEX PART # DESCRIPTION 5920010126 26 a. qutter, sculpted, MBLK 5920010226 26 a. gutter, endcap, LH MBLK 5920010326 26 a. qutter, endcap, RH MBLK 5920010582 26 a. trim hanger, utter, GALV 5920112326 18 a. gutter,downspout strap 4" x 6" MBLK 5920134226 26 a. downs out assembly, 4" x 6" MBLK 8'4 EAVE 5920175526 26 a. downs out assembly, 4" x 6" MBLK 9'4 EAVE 6051050390 10.1 oz. tube metal roof sealant 08 FIELD CUTTING PROVIDED COMPONENTS OFTEN REQUIRE FIELD CUTTING. TO ENSURE AN APPROPRIATE APPEARANCE AND MINIMIZE CAULK REQUIRED, USE ACCURATE MEASUREMENTS AND QUALITY TOOLS FOR FIELD CUTS. SILL TRIM OFTEN REQUIRES NOTCHING TO AVOID CONFLICTS WITH FASTENERS. LAP JOINTS SHOULD BE ARRANGED TO SHED WATER FROM OVERHEAD OR PREVAILING WIND DIRECTION. GUTTER CAULKING DIRECTIONS AND LOCATIONS APPLY CAULK AT GUTTER JOINTS BEFORE ASSEMBLY AND APPLY A SECOND BEAD OF CAULK AFTER GUTTER IS ASSEMBLED. 31 DOWN SPOUT SPACING & LOCATIONS DOWN SPOUTS ARE TYPICALLY LOCATED 40' O.C. (MAX). SEE FLOOR PLAN FOR ACTUAL LOCATIONS. FOR 8'—10" EAVE HEIGHT FIELD MODIFY 9'—4" EAVE DOWNSPOUT ASSEMBLY AO DOOR tructural Line FRAME SIDEWALL WITH GUTTER OSTEP AT DOOR SIDEWALL WITH GUTTER m in a Is GUTTER \ FIELD DRILL & RIVET 3 SIDES FIELD BEND TABS DOWN 90'. TABS LAP INSIDE OF DOWNSPOUT. DOWNSPOUT ODOWNSPOUT DROP AND GUTTER CONNECTION #14 X 7/8" SCREW GUTTER HANGER W/EPDM WASHERS 0 2' O.C. 17ES NO GUTTER SS —ROOF PANEL INSTALL RIVETED FASTENERS SHOULD BE TABS LAP INSIDE OF DOWNSPOUT. 14 X 7/8" SCREW OPTIONAL STARTER TO INSTALLED ON "OPEN" SIDE OF SEAM. GUTTER BOTTOM 6" HOLE TO CUT TABS BUOILD NGO S DEEAM GUTTER HANGER RIVET 3 SIDES. EAVE TRIM JAMBS/PANEL / DOWNSPOUT DOOR JAMB ANGLE TOWARD OR A -PANEL 4 1 /2" REF. 4" BLDG. — — DOWNSPOUT STRAP SSR PANEL ONE AT MID OF DOWNSPOUT. ONE 10" FROM BOTTOM. 1/4" REF. APPLY SEALANT AROUND CORNERS =FIELDDRILL VET RIVET TO CREATE TABS, FIELD CUT AT LOCATIONS OF DASHED LINES z 6" DOWNSPOUT 10" REF. 4 PER STRAP AT LOCATIONS OF SOLID LINES, BEND TABS DOWNWARD 90' r-loo FIELD CUT FROM TOP TO DESIRED HEIGHT tructu rcl GROUND -- -- -- == -- GROUND GUTTER DETAIL 2 DOWNSPOUT DROP HOLE 3 DOWNSPOUT AND STRAP STANDING SEAM ROOF SS ROOF CONNECTION GUTTER HANGER SECU REM EN T PRIOR TO INSTALLING GUTTER OPTION 1 OPTION 2 CAULKED DRIP EDGE SEE OWNER FOR PREFERRED OPTION. SEE OWNER FOR PREFERRED OPTION. (option 1) ROOF PANEL IF NEEDED NOTCH GUTTER AS REMOVE REAR TAB RAKE TRIM SHOWN TO ALLOW FOR A LAP JOINT. CAULK WITH ROOF SEALANT IF NEEDED TO CLEAR ROOF PANEL. STANDING SEAM ROOF STANDING SEAM ROOF 6 W ENDCAP *SCREW 6" O.C. X 7 SCREW AT THE JOINT. SMOOTH EXCESS W W W EPDM WASHERS CAULK TO ALLOW FREE FLOW OF WATER. All q�F GUTTER GUTTER o \ i REMOVE FLANGE HAND FORMED EDGE (option 2) RIVIT \ RIVIT ® i � 08 GUTTER HANGER BEFORE INSTALLING GUTTER. OPTION 1 CREATES A 1/8" BEAD 4 PLCS. MIN. APPLY SEALANT AT 5 PLCS. MIN. APPLY SEALANT AT 2' O.C. OF SILICONE BASED RTV CAULK ALONG THE ENTIRE UNDERSIDE RIVET LOCATIONS RIVET LOCATIONS 5920010226 #14 X 7/8" SCREW GUTTER W/END EDGE OF THE ROOF PANEL TO PREVENT WATER FROM 5920010326 W EPDM WASHERS CAP INSTALLED RUNNING UP THE PANEL (DO NOT USE BUM CAULK or ROOF " " SEALANT HERE). IN LIEU OF THIS A 1 /8 TO 1 /4 BEND 127 6051050390 GUTTER 6051050390 TABS LAP INSIDE #14 X 7/8" SCREW SEAMING CAN BE HAND FORMED ON THE LOW EDGE WITH SEAMING SEALANT SEALANT ONLY OF GUTTER. GUTTER W/END CAP INSTALLED W PDM WASHERS GUTTER HANGER PLIERS TO CREATE A DRIP EDGE. TAKE CARE TO OBTAIN A RAKE TRIM W ENDCAP 2' O.C. GOOD APPEARENCE WHEN CHOOSING THIS PREFERRED METHOD. REQUIRED DRIP EDGE ON ROOF GUTTER SEAM/LAP DETAIL GUTTER ENDCAP DETAIL GUTTER AND RAKE TRIM GUTTER AND RAKE TRIM PANEL Q GUTTER ONLY CONNECTION DETAIL CONNECTION DETAIL nc vi �iviv Date U c C m W cf)CL ZQ ZL O w a U c E o 3 k m co 3 Q ZE Q03 Q x O 0 oZ zzrx w ha o4 a U2 w A W 0 E- :a z Ew- h O O o o Date 4/5/24 Drawn by BRM Scole 1/2" = 1'-0" Plan No. 54717 B Order No. Sheet No. 11.0 Trachte Building Systems, Inc. Project Calculations Per 2020 Minnesota Building Code Bruce Stainbrook Monticello, MN TBS Plan Number: P54717 Phase B 4/ 1 /2024 Table of Contents Building Al Pages Al — B2 ASCE 7 Hazard Report Pages C 1 C3 Prepared By David J. Urke Reviewed By TRACHTE BUILDING SYSTEMS, INC. PROJECT CALCULATIONS Customer Bruce Stainbrook Prepared By: David J. Urke Location Monticello, MN Revised By: Plan Number P54717 Phase B Building Al Code Body 2020 Minnesota Building Code Buildinq Description ROOF PITCH 0.25 in/ft Bay Width 10 ft Purlin Bridging No ROOF ANGLE 1.19 Deg Building Height 9.33 ft Roof Type SSR ROOF SLOPE Lean-to Building Width 25 ft Purlin Spacing 5 ft RISK CATEGORY II Building Length 310 ft Int. PT Panel Yes Floor to Floor 0.00 ft Int. Lateral Bridging No Snow Load Seismic Load GROUND SNOW LOAD (Pg) 50 psf Analysis Procedure Equivalent lateral force ROOF SNOW LOAD MIN 42 psf Building Frame Systems -ight Frame Wall w/ Flat Strap Bracirn SNOW EXPOSURE CATEGORY B Seismic Site Class D SNOW INPORTANCE FACTOR (Is) 1 Short Period Spectral Acc. (Ss) 0.050 THERMAL FACTOR (Ct) 1.2 1 Second Period Spectral Acc. (S1) 0.023 SNOW EXPOSURE Partial Spectral Response Acc. (SIDS) 0.053 ROOF LIVE LOAD (Lr) 20 psf Spectral Response Acc. (SD1) 0.037 FLAT ROOF SNOW LOAD (Pf) 42 psf Response Factor 4 UNBALANCED SNOW LOAD 42.0 psf Seismic Design Category A SNOW LOAD USED IN DESIGN 42.00 psf Seismic Response Coefficient (Cs) 0.01 RAIN SURCHARGE 0 psf Soils Report Required NO Wind Load Dead Load BASIC DESIGN WIND SPEED (V) 115 mph ALLOWABLE WIND SPEED (Vasil) 89 mph Roof Dead Load 3 psf WIND EXPOSURE CATEGORY B Partition Dead Load 3 psf EDGE STRIP WIDTH 3.00 ft Additional Long. Dead Load 0 psf Additional Trans. Dead Load 0 psf COMPONTENTS AND CLADDING (METHOD 2) ENDWALL GIRT 22 psf Base Shear Lonqitudinal Transverse SIDEWALL GIRT 21 psf Seismic 933 Ibs 30 Ibs PURLIN -35 psf Wind 1151 Ibs 508 Ibs MAIN WIND FORCE (METHOD 2) WALL (PRESSURE AND SUCTION) 16.00 psf ROOF 8 psf P54717_A1.xlsx Al 4/1 /2024 Anchor Information EDGE DISTANCE (�N TVs (�Vc 3 in 0.65 (TABLE 3 ESR-3889) 0.60 (TABLE 4 ESR-3889) 0.70 (TABLE 4 ESR-3889) CONCRETE STRENGTH LPcn 1 in kc 17 Np 0 kip 2500 psi Units Notation 3/8" Anchors 1/2" Anchors Nominal Anchor Diameter in do 0.375 0.375 0.375 0.5 0.5 0.5 Nom. Embedment Depth in hnom 2.00 2.50 3.25 2.50 3.00 4.25 Effective Embedment in hef 1.33 1.75 2.39 1.75 2.17 3.23 Minimum Concrete thickness in t 3.50 4.00 5.00 4.50 5.25 6.75 Minimum Edge Distance in c_min cmin = 1.5 for smin >_3, smin =2 for cmin>_2 1.75 1.75 1.75 Minimum Spacing Distance in s-min 2.75 2.75 2.75 Minimum Nom. Anchor Length in lanch 2.50 3.00 4.00 3.00 4.00 5.00 Critical Edge Distance in c_ac 5.00 6.30 7.80 3.30 5.90 8.10 Steel Strength - Tension lb Nsa 8730 8730 8730 20475 20475 20475 Steel Strength - Shear lb Vsa 3465 3465 4345 8860 8860 11175 Seismic Steel Strength - Shear lb Vsa_eq 2415 2415 3030 7090 7090 8940 Load Bearing Length in le 1.33 1.75 2.39 1.75 2.17 3.23 'Values Obtained from ICC-ES Evaluation Report ESR-3889 Corner Anchor nc 1 number of bolts at column ca1_c 2.75 in distance between bolts from edge 2 s1c 0 in distance between bolts along edge 1 ca2_c 2.75 in distance of bolts from edge 1 s2_c 0 in distance between bolts along edge 2 en_c 0 in distance from resultant tension load to centroid of anchors in tension ev_c 0 in distance from resultant shear load to centroid of anchors in shear Exterior Anchors ne 2 number of bolts at column ca1_e 2.75 in distance between bolts from edge 2 s1_e 0 in distance between bolts along edge 1 ca2_e 100 in distance of bolts from edge 1 s2_e 5 in distance between bolts along edge 2 en_e 0 in distance from resultant tension load to centroid of anchors in tension ev_e 0 in distance from resultant shear load to centroid of anchors in shear Interior Anchors ni 1 number of bolts at column ca1_i 100 in distance between bolts from edge 2 s1_i 0 in distance between bolts along edge 1 ca2_i 100 in distance of bolts from edge 1 s2i 0 in distance between bolts along edge 2 en_i 0 in distance from resultant tension load to centroid of anchors in tension ev_i 0 in distance from resultant shear load to centroid of anchors in shear P54717_A1.xlsx A2 4/1 /2024 Anchor Force Summary Shear Uplift Wind/Long/Int 0 lb 130 lb Wind/Long/Ext 192 lb 334 lb Wind/Trans/Int 42 lb 130 lb Wind/Trans/Ext 169 lb 381 lb Seismic/Long/Int 0 lb -346 lb Seismic/Long/Ext 444 lb 241 lb Seismic/Trans/Int 5 lb -346 lb Seismic/Trans/Ext 19 lb -137 lb Ultimate Loads For Anchors Tension (Int) 847.44 lb Tension (Ext) 1316.03 lb Shear (Int) 912.63 lb Shear (Ext) 1247.40 lb Anchor Bolt Interaction Check (Applied Uplift/Tension + Applied Shear < 1.2) Longitudinal Transverse Interior Anchors Wind 0.15 Wind Seismic 0.00 Seismic Exterior Anchors Wind 0.41 Wind Seismic 0.69 Seismic Corner Anchors Wind 0.21 Wind Seismic 0.00 Seismic Anchor Size Interior 3/8" x 2.5" Exterior 3/8" x 2.5' 0.20 0.01 0.42 0.02 0.21 0.00 P54717_A1.xlsx A3 4/1 /2024 Panel Check Panel Capacity 53 plf Longitudinal Shear Panel Required 21.72 ft Longitudinal Shear Panel 0 ft Transverse Shear Panel Required 9.58 ft Transverse Shear Panel 15 ft Longitudinal Shear Wall NOT OK Transverse Shear Wall OK Strap Braces (if Reauired Longitudinal 4 Transverse 0 Allowable Tension in Strap 3742.51 lb Longitudinal Strap Angle 43.03 degrees Transverse Strap Angle 43.03 degrees Longitudinal Tension in Strap 1575 lb Transverse Tension in Strap 0 lb (IF PANEL CHECK IS "OK" NO STRAP BRACES REQUIRED FOR LATERAL FORCE RESISTING SYSTEM. BUT STRAPS MAY BE REQUIRED FOR ANCHORING) COMPRESSION MEMBER V,s V T, OR OR freight Uplift T Brace,9r e-,$.T V Braced Qie bay P �a�� Input Values Load Combinations Purlin Bridge Spacing 5 ft Depth of Purlin 7 in LC1 = Dead + max(Snow and Roof Live Load) Min. Depth of Purlin 7 in LC2 = Dead + max(0.75'Snow and 0.75'Roof Live Load) Height of Horizontal Bracing 4.8646 ft LC3 = Dead + max(0.6'Wind or 0.7"Seismic) Web of Interior Column 3.5 in LC4 = Dead + 0.45'Wind + max(0.75*Snow and 0.75*Roof Live Load) Web of Sidewall Column 3.5 in LC5 = Dead + 0.525' Seismic+ 0.75"Snow Web of Endwall Column 3.5 in LC6 = 0.6'Dead + Max(0.6*Wind or 0.7'Seismic) Depth of Large Stub Header 9 in Qty of Large Stub Headers 1 Depth of Small Stub Header 5.5 in Qty of Small Stub Header 1 Web of Sidewall Girt 3.5 in Qty of Sidewall Girts 1 Web of Endwall Girts 3.5 in Qty of Endwall Girts 1 P54717_A1.xlsx A4 4/1 /2024 Purlin Information Purlin Loads Uniform Load End Reaction Moment LC1 225.00 plf 1125.00 Ibs 2812.50 ft-Ibs LC4 187.70 plf 938.49 Ibs 2346.22 ft-Ibs LC6 -44.15 plf -220.73 Ibs -551.83 ft-Ibs LC6(end area) -85.13 plf -425.67 Ibs -1064.18 ft-Ibs Purlin Member 7 x 16ga, 50ksi Cee Purlin Purlin Interaction (Positive) 0.88 Purlin Interaction (Negative) 0.33 Purlin Bracing Conditions Lx 118.50 in Lypos 118.50 in Ltpos 118.50 in Lyneg 118.50 in Ltneg 118.50 in Stub Header Information Stub Header Loads Reaction Moment LC1 1125.00 Ibs 5625.00 ft-Ibs LC4 938.49 Ibs 4692.44 ft-Ibs LC6 -425.67 Ibs -2128.37 ft-Ibs Member Sizes Large Stub Header 9 x 3.2 x 14ga 50 ksi Stub Header Large Stub Header Length 10 ft Large Stub Header Interaction 0.94 Large Stub Header Bracing Conditions Lx 120 in Ly 120 in Lt 120 in Small Stub Header 5.5 x 3.2 x 12ga 50 ksi Stub Header Small Stub Header Length 5 ft Small Stub Header Interaction 0.97 Small Stub Header Bracing Conditions Lx 60 in Ly 60 in Lt 60 in Interior Column Information Interior Column Load Axial Load Moment LC1 2250 Ibs 0 ft-Ibs LC3 390 Ibs 0 ft-Ibs LC4 1905 Ibs 222 ft-Ibs LC5 1729 Ibs 222 ft-Ibs Interior Column Member 3.63 x 2 x 16ga, 50 ksi Interior Column Interior Column Interaction 0.96 Interior Column Bracing Condition Lx 111.25 in Ly 12.00 in Lt 111.25 in P54717_A1.xlsx A5 4/1 /2024 Sidewall Column Information Sidewall Column Loads LC1 LC3 LC4 Sidewall Column Member Sidewall Column Interaction Sidewall Bracing Conditions Lx Endwall Column Information Endwall Column Loads LC1 LC3 LC4 Endwall Column Member Endwall Column Interaction Endwall Bracing Conditions Lx Girt Information Girt Loads Sidewall Girt in Mid Zone Sidewall Girt in End Zone Endwall Girt in Mid Zone Endwall Girt in End Zone Sidewall Girt Member Sidewall Girt Interaction Sidewall Girt Bracing Lx Endwall Girt Member Endwall Girt Interaction Endwall Girt Bracing Lx Studs in Mid Zone Studs in End Zone Stud Member Stud Interaction Stud Bracing Lx P54717_A1.xlsx Axial 1125 Ibs 356 Ibs 1073 Ibs 3.63 x 1.5 x 18ga 33 ksi Column 0.415 118 in Ly 39 in Axial 1125 Ibs 356 Ibs 1073 Ibs 3.63 x 1.5 x 18ga 33 ksi Column 0.969 111 in Ly 44 in Uniform Load 35 plf 41 plf 40 plf 49 plf 3.5 x 1.75 x 18ga 33 ksi Girt 0.761 119 in Ly 12 in 3.5 x 1.75 x 18ga 33 ksi Girt 0.224 59 in Ly 12 in Uniform Load 16 plf 18 plf 3.625 x 2 x 20ga 33 ksi Stud 0.389 118 in Ly in A6 Moment 0 ft-Ibs Lt Uniform Load 48 plf 36 plf Lt End Reaction 176 Ibs 206 Ibs 202 Ibs 243 Ibs Lt Lt Moment 199 ft-Ibs 223 ft-Ibs 39 Lt 39 in Moment 583 ft-Ibs 437 ft-Ibs 44 in Moment 440 ft-Ibs 516 ft-Ibs 126 ft-Ibs 152 ft-Ibs 119 in 59 in 39 in 4/1 /2024 Jambs Jambs Loads Axial Load Moment LC1 1125 Ibs NA LC3 356 Ibs LC3 296 Ibs NA LC4 1073 Ibs LC5 1028 Ibs NA Sidewall Jamb Uniform Load 100 plf Sidewall Jamb Applied Moment 131 Ib`ft Endwall Jamb Uniform Load 52 plf Endwall Jamb Applied Moment 69 Ib`ft Jamb Axial Load 1125.00 lb Jamb Moment Capacity 971.08 Ib'ft Jamb Axial Capacity 5691.00 lb Sidewall Jamb Check OK Endwall Jamb Check OK Endwall Header Checks Endwall header moment capacity 2922.5 Ib`ft Endwall Applied Moment 2812.5 Ib'ft 16" Endwall Header Check 16 in EW Header - OK 22" Endwall Header Check 22 in EW Header - OK Foundation Information Interior Column Reactions Gravity 2250 Ibs Uplift 150 Ibs Exterior Column Reactions Gravity 1125 Ibs Uplift 774 Ibs Allowable Soil Bearing Pressure 1500 psf Slab Thickness 6.00 in Pad Width NA Pad Depth NA 131 ft-Ibs 99 ft-Ibs P54717_A1.xlsx A7 4/1 /2024 Job Name Job Location Plan # Rmt� i,G= jq40 )b N =Au Sheet # of By Date (�oo,A rom F^U) T-11 Cc) 12 �5. _ 31 9.0193 - 4� 39- 0, vy >> 0. Oar �= q '-2 S� 9 6� Lt� -2. L ft -216 0 (�qo PW ::� u Y- 13 B1 Job Name Job Location Sheet # of Plan # By _ i7evry prMP�l P�7 , rC 100 NOOV 60000 fie - I.0 Y(-z (Con5ee-v0"ik) 000OF"..of(0.7)(lio) Cn-I Z Date oL B2 ASCE AMERICAN SOCIM OF CIVIL ENGINEERS Address: 36 Dundas Rd Monticello, Minnesota 55362 ASCE Hazards Report Standard: ASCE/SE17-16 Latitude: 45.289884 Risk Category: II Longitude:-93.801109 Soil Class: D - Default (see Elevation: 963.8113295230639 ft Section 11.4.3) (NAVD 88) \'.l eel nik Wind Results: Wind Speed 109 Vmph 10-year MRI 75 Vmph 25-year MRI 82 Vmph 50-year MRI 87 Vmph 100-year MRI 93 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Mon Apr 01 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. https://ascehazardtool.org/ C1 Mon Apr 01 2024 ASCE® AMERICAN SOCIM OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: SS 0.05 S, 0.023 Fa 1.6 F 2.4 SMS : 0.081 SM1 0.056 SIDS : 0.054 Seismic Design 1&&b pRnse Spectrum 0`- 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 _ Sa (g) vs T(s) 0.045 0.040 0.035 0.030 0.025 0.020 0.015 0.010 0 SW TL PGA: PGA M F PGA I : C, : o.oR 0.0 0.0 0.0 0.0 0.0 10 12 14 0 0.038 12 0.024 0.038 1.6 1 0.7 Design Response Spectrum Sa(g) vs T(s) MC;FR Vertical Response Spectrum ,,,,,,, Design Vertical Response Spectrum 10 Sa(9) vs T(s) r 0.025 0.020 0.015 0.010 W&AS 0.005 15 2.0 0 10 15 20 Sa(9) vs T(s) Data Accessed: Mon Apr 01 2024 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https://ascehazardtool.org/ C2 Mon Apr 01 2024 ASCE® AMERICAN SOCIM OF CIVIL ENGINEERS Snow Results: 2 Ground Snow Load, pg : 50 Ib/ft Mapped Elevation: 963.8 ft Data Source: ASCE/SEI 7-16, Table 7.2-8 Date Accessed: Mon Apr 01 2024 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site -specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site -specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported `elevation' and `mapped elevation' differ significantly from each other. The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. https://ascehazardtool.org/ C3 Mon Apr 01 2024 CITY OF Monticello May 301h, 2024 PHONE:763-295-2711 Fax:763-295-4404 505 Walnut Street Suite 1 Monticello, MN 55362 Re: 36 Dundas Road, Applicant: Bruce Stainbrook, Storage Link of Monticello LLC. The Department of Building Safety and Fire Department have the following comments: • Verify the exterior walls adjacent to the property line meet the Building Code. • Verify the locations of the existing fire hydrants are approved by the Fire Chief. • Verify the fire truck turning radius to enter the property is approved by the Fire Chief. These items may be reviewed with Building Permit application. Please contact the Building Department, or the Fire Department with any questions. Sincerely, Ron Hackenmueller rm /V ULtl"�'M� Chief Building Official www.ci.monticel lo.mmus Planning Commission Agenda — 06/04/2024 2D. Public Hearine - Consideration of an Amendment to the Monticello Citv Code. Title XV: Land Usage, Chapter 153: Zoning Ordinance, Sections 153.012 — Definitions, 153.028 — Specific Review Procedures & Requirements, 153.090 — Use Table, & 153.091— Use - Specific Standards related to Contractor's Yard — Temporary, & Extraction of Minerals/Materials as Principal and Interim Uses including Definitions, Use -Specific Standards, & other regulations as necessary to define and limit the intent or application of the proposed amendment. Applicant: City of Monticello. Prepared by: Meeting Date: Council Date (pending Stephen Grittman, Grittman 06/04/2024 Commission action): Consulting, City Planner 06/24/2024 Additional Analysis by: Community Development Director, Community & Economic Development Coordinator ALTERNATIVE ACTIONS Decision 1: Consideration of amendments to the Zoning Ordinance regulating Temporary Contractors' Yards, Extraction and Mining Uses, and related sections. 1. Motion to table action on Resolution No. PC-2024-22 recommending approval of an Amendment to the Monticello Zoning Ordinance Sections 153.012 — Definitions, 153.028 — Specific Review Procedures & Requirements, 153.090 — Use Table, and 153.091— Use - Specific Standards related to Contractor's Yars— Temporary, and Extraction of Minerals/Materials as a Principal and Interim Uses including Definitions, Use -Specific Standards, and continue the hearing to July 2, 2024. REFERENCE AND BACKGROUND Property: Legal Description: N/A PID #: N/A Planning Case Number: 2024-24 Request(s): Amendment to the Zoning Ordinance regulating Extraction of Materials/Minerals and Temporary Contractors' Yards, and facilities related to such uses. Deadline for Decision: July 7, 2024 (60-day deadline) September 5, 2024 (120-day deadline) Land Use Designation: N/A Zoning Designation: N/A 1 Planning Commission Agenda — 06/04/2024 Overlays/Environmental Regulations Applicable: N/A Current Site Uses: N/A Surrounding Land Uses: N/A Project Description: The proposed amendments supplement existing City zoning regulations managing the temporary use of land for construction of public infrastructure and/or materials mining activities. By their nature, these uses are limited in time, but for their duration, have the potential for significant impacts on both the surrounding area in which they are located, the streets and other infrastructure they utilize during their operation, as well as the condition and future use of the land they occupy. ANALYSIS City staff is proposing a series of amendments to the regulations pertaining to the use classification "Extraction of minerals". The updates are considered to be valuable improvements over the existing language, better protecting the City, the neighborhoods which may be near these uses, and the public infrastructure used or impacted by these activities. The proposed amendments are being provided to the Commission for review and discussion, with a request to table action to the July regular meeting to allow for additional staff discussion, and to incorporate any comments and feedback of the Commission into the final language. The additional Extraction language is drawn largely from the recent updated amendments made to the Wright County zoning regulations, which are also effective in the Monticello Orderly Annexation Area. The ordinances do not align perfectly as the proposed City regulations are slightly more restrictive in some areas. The attached ordinance language is presented in redline, relating to Definitions (Section 153.012) and three sets of Industrial Use Standards in Section 153.091 related to Temporary Contractor's Yard (F)(4), Extraction of Materials (F)(5), and Land Reclamation (F)(6). The regulations proposed include additional Definitions language for Extractive Use (by adding reference to local ordinance regulations) and Contractor's Yard —Temporary (creating a new Definition. For Temporary Contractor's Yards, the proposed amendment adds language related to the protection of local streets from the heavy use by contractor's equipment, and specifically keeps Planning Commission Agenda — 06/04/2024 such traffic from residential streets, except when the City Engineer finds that a particular local street is needed for access to a construction site. For Extraction of Minerals, the proposed amendment makes two technical changes - (1) Limiting the Interim Use Permit period to a 5-year interval, after which a new IUP would be required, and (2) add the Pointes at Cedar District to a viable location for extractive uses and deleting prior commercial district language. The proposed language further adds a significant amount of clarifying detail to the expectations for Extraction IUPs, including performance standards, submission requirements, and financial security provisions. As noted above, much of this language is borrowed from the Wright County ordinances. Finally, a Land Reclamation plan is also included as an integral part of an Extraction IUP. Land Reclamation permits require a separate Conditional Use Permit. STAFF RECOMMENDED ACTION At this time, staff recommends tabling action on the amendments to allow for additional staff review. Overall, staff recommends the amendments to strengthen the City's ability to manage this use. While it is acknowledged that utilization of the sand and gravel resources is a necessary requirement of responsible development, these uses can also create significant impacts on the locations in which they are sited. The proposed amendments are intended to address those impacts. SUPPORTING DATA A. Resolution PC-2024-22 B. Draft Summary of Ordinance Amendments C. Monticello Zoning Ordinance, Excerpts D. Wright County Ordinance, Excerpts E. Monticello Official Zoning Map CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-22 RECOMMENDING ADOPTION OF AN ORDINANCE AMENDING THE ZONING ORDINANCE RELATED TO EXTRACTION OF MATERIALS, LAND RECLAMATION, AND TEMPORARY CONTRACTOR'S YARDS WHEREAS, the City of Monticello regulates Extraction of Materials, Land Reclamation, and Temporary Contractor's Yards by Interim Use Permit in a variety of locations; and WHEREAS, the zoning regulations applicable to these uses both facilitate and limit their locations in ways that the City finds are inadequate to utilize the resources while providing for adequate protections; and WHEREAS, the City finds that revision of the Code to add more specificity and direction is in the public interest; and WHEREAS, the Planning Commission held a public hearing on June 4th, 2024 on the application and the applicant City of Monticello and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The zoning amendment provides an appropriate means of furthering the intent of the Comprehensive Plan by focusing the ordinance regulations on the needs of the community. The proposed amendment makes no other changes to the nature of uses that would otherwise exist in commercial or industrial districts. The change in zoning language will accommodate reasonable and efficient operation of existing or new mining or contractor's facilities when working on public projects. 4. The change in language will have no expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve commercial uses as expected. 5. The existing language of the code will benefit from additional consistency with the requirements of Wright County which are effective in the MOAA. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the zoning amendment to modify the regulations applicable to Extraction of Materials, Land Reclamation, and Temporary Contractor's Yards as defined in the proposed ordinance. ADOPTED this 4th day of June, 2024, by the Planning Commission of the City of Monticello, Minnesota. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-22 Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director 2 Draft Ordinance Language Section 153.012 (Definitions) EXTRACTIVE USE. The use of land for surface or subsurface removal of sand, gravel, rock, industrial minerals, other nonmetallic minerals, and peat not regulated under M.S. §§ 93.44 to 93.51, and as regulated by this Chapter, as they may be amended from time to time. CONTRACTORS YARD — TEMPORARY. A location on which a construction contractor operating with a current permit for construction of public utilities, infrastructure, or other project on public property, rights -of -way, or public easements, stores eauioment. temporary office soace. vehicles. and materials for no more than a two-year period. Section 153.091 (F)(4) Contractors yard — temporary. (a) Temporary contractor's yards shall be allowed only by interim use permit, subject to the standards of § 153.028(E). (b) Temporary contractor's yards shall be accommodated only in association with the construction of public infrastructure projects on public property, rights -of -way, or public easements. (c) Temporary contractor's yards shall be located only on property directly abutting a county, state or federal highway, and shall minimize use of local streets. No local streets may be used by Temporary Contractor equipment, with the exception of streets or utilities currently under construction or reconstruction for that purpose, or which are deemed necessary for such use by the Citv Enaineer to provide access to a permitted construction site. (d) Such yards shall provide haul routes for approval by the City Engineer. (e) Such yards shall provide adequate securities, as determined by the City Council, for the restoration of any municipal infrastructure damaged due to the operation of the yard. (f) Such yards shall provide, as a condition of their permit, for adequate stormwater management, dust control, traffic control, and other requirements of the City Engineer. (g) Interim use permits for temporary contractor's yards shall include a restoration plan ensuring the restoration of the property to a condition meeting the zoning and nuisance standards of the city. Section 153.091 (F)(5) Extraction of materials. (a) All regulations in this chapter shall be met. (b) Plans shall be provided to illustrate how the land will be left in a useable condition upon cessation of extraction activities, shall prove that the finished grade will not adversely affect the surrounding land or future development of the site on which the mining is being conducted, and the route of trucks moving to and from the site. (c) The interim use permit authorizing the extraction of materials shall regulate: 1. The type(s) of material being mined on the site; 2. A program for rodent control; 3. A plan for fire control and general maintenance of the site; 4. Controls for vehicular ingress and egress, and for control of material disbursed from wind or hauling of material to or from the site; 5. A calendar of specific dates when mining operations will be conducted, including specific beginning and ending dates, but not for a period exceeding five (5) years from beginning to end of permit; and 6. The submission of a surety by the applicant in an amount determined by the Community Development Department to be equal to 100% of the value of the cost of restoring land whereupon mining is to occur and repairing the degradation of roadways used to transport soils. (d) On -site sales may be allowed as part of the interim use permit subject to all conditions established by the City Council to ensure the health, safety, and welfare of those visiting the site and of surrounding property owners. (e) For extraction of materials under this section within the Pointes at Cedar, B-3 aPA-or B-4 zoning districts, no such permit shall be issued except where: 1. The city has an interest in the subject property ownership; 2. The city is conducting the extraction under a contract with the fee title owner or representative; or 3. The city approves such a permit for another government agency and/or its contractor for a public project. (f) In the Pointes at Cedar, B-3 orate B-4 Districts, and at the city's sole discretion, the UP under this section may include screening, concrete mixing, asphalt plant operation, or other activities utilizing the raw materials being extracted from the site, provided the city finds that no adverse impact on adjoining property use will occur, including, but not limited to, noise, odors, dust, or other particulate matter. (g) For the purposes of this section, mining or excavation shall mean solely the removal of minerals, including sand, stone, clay, gravel, or soil in quantities of more than 100 cubic yards, and hauling of said materials from the site. For quantities of less than 100 cubic yards, or for projects that extract and relocate the materials on the same project site regardless of quantity, administrative grading permits may be issued without need for an IUP. h) For minina operations which will last only one season, such as for public road construction projects, the City Council may issue a temporary mining permit. Such permit may include the placement of a bituminous hot mix plant and other accessory equipment. Said permits shall only apply if the mining site is to be opened, closed and reclaimed within one year. The Zoning Administrator may waive some of the information required by division (C) below in the case of a temporary mining permit. A temporary mining permit shall be administered as an interim use permit. i) For minina operations issued an Interim Use Permit under this section, the City may, at its sole discretion, approve the import of recyclable concrete or asphalt materials for the purpose of crushing and re -use of those materials off -site. No crushing, washing, refining, processing, or other recycling machinery shall be operated within 500 feet of any residential property boundary, nor shall such machinery be operated for more than two (2) weeks in any calendar year. Any such crushing or similar activity shall be operational only during the hours of 8:00 a.m. and 6:00 p.m., Monday through Friday. (0) Any mining IUP issued under this Section (5) shall include, as a component of the IUP, a mandatory Land Reclamation permit, as regulated under Section 153.091(F) (10) of this Section. k) Information reauired. The followina information shall be provided by the person requesting the permit: 1 Name and address of person requesting the mining permit; 2 The exact legal property description and acreage of area to be mined; 3 The followina mans of the entire site and to include all areas within 100 feet of the site. a) Map A. existina conditions to include: (1) Contour lines at five two -foot intervals; (2) Existing vegetation; (3) Existing drainage and permanent water areas; (4) Existing structures; and (5) Existina wells. (b) Map B, proposed operations to include: (1) Structures to be erected; (2) Location of sites to be mined showing depth of proposed excavation; (3) Location of tailings deposits showing maximum height of deposits; (4) Location of machinery to be used in the mining operation; (5) Location of storaae of mined materials. showina heiaht of storaae deposits; (6)Location of vehicle parking, truck staging, queueing, or stacking area. access roads and local truck routes: (7) Location of storage of explosives, equipment, and other equipment materials; 8) Erosion and sediment control structures; 9) Screenina, berms, and proposed plantinas, and (10) Location of leak containment structures, in the event of a petrochemical leak or spill. (c) Map C, reclamation plan to include- (1) All of the information required in Land Reclamation, Section 153.091 (F)(10). (1) —Financial Guarantee The City shall require a cash escrow, or irrevocable letter of credit in a form and from a financial institution acceptable to the City, to guarantee compliance with this Ordinance and terms and specifications of the interim use permit. The City shall have the right to use the financial guarantee to remove stockpiles, complete site rehabilitation, and correct other deficiencies or problems, in the event the owner or operator is in default of the permit obligations. The amount of financial guarantee shall be equal to five thousand ($5,000) dollars for every permitted acre or any other amount deemed acceptable by the City Council. The financial guarantee may be adjusted periodically to reflect ongoing progress, at the discretion of the Zoning Administrator, and shall remain in full force and effect until all conditions of the permit have been met. includina site restoration. m) Exceptions — A minina and extraction permit shall not be reauired for anv of the following: 1 Excavation for a foundation, basement, or other building activity, if such work has been properly permitted. 2 Excavation by state, county, city, or township authorities in connection with construction and maintenance of roads, highways, bridges, or utilities conducted solelv within the permanent easement areas or riahts-of-way. 3 Grading and removal of materials in accordance with the development of an approved plat or development, if the activity was reviewed as part of the approval process. Section 153.091 (F)(10) Land reclamation. The conditional use permit authorizing land reclamation shall regulate: (a) A finished grade plan which will not adversely affect the adjacent land; (b) The type of fill permitted; (c) A program for rodent control; (d) A plan for fire control and general maintenance of the site; (e) Controls for vehicular ingress and egress, and for control of material disbursed from wind or hauling of material to or from the site; (f) A soil erosion and sediment control plan; (gf) A calendar of specific dates when land reclamation operations will be conducted, including specific beginning and ending dates; and (hg) The submission of a surety by the applicant in an amount determined by the Community Development Department to be equal to 100% of the value of the cost of restoring land whereupon land reclamation is to occur and repairing the degradation of roadways used to transport soils. i) Unless otherwise required by the City Council, a minimum of four (4) inches of clean, uncontaminated topsoil shall be placed on all final graded and rehabilitated areas. The peaks and depressions of the area shall be graded and backfilled to a surface which will result in a gently rolling topography in substantial conformity to the land area immediately surrounding area, and which will minimize erosion due to rainfall. No finished slope shall exceed 25% in grade. § 153.012 DEFINITIONS. EXTRACTION OF MATERIALS. The development or extraction of a natural resource in excess of 400 cubic yards from its natural occurrences on affected land without processing. EXTRACTIVE USE. The use of land for surface or subsurface removal of sand, gravel, rock, industrial minerals, other nonmetallic minerals, and peat not regulated under M.S. §§ 93.44 to 93.51, as they may be amended from time to time. LAND RECLAMATION. The reclaiming of land by the importation, depositing, or grading of soils in excess of 400 cubic yards so as to elevate the grade. § 153.090 USE TABLE. TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted "C" = Conditionally A I R I R I R I T I R I R I M I B I B I B I B C C D P C D I B I I I I Permitted O A 1 2 N 3 4 H 1 2 3 4 C 1 2 "I" = Interim Permitted I Industrial Uses Contractor's yard, I I I § 153.091(F)(4) temporary See Table 5- IA See Ordinance Extraction of I I I I I § 153.091(F)(5) minerals No. Land Reclamation C C C C C C C C C C C C C C C § 153.091(F)(9) § 153.091 USE -SPECIFIC STANDARDS. (F) Regulations for industrial uses. (4) Contractors yard — temporary. (a) Temporary contractor's yards shall be allowed only by interim use permit, subject to the standards of § 153.028(E). (b) Temporary contractor's yards shall be accommodated only in association with the construction of public infrastructure projects on public property, rights -of -way, or public easements. (c) Temporary contractor's yards shall be located only on property directly abutting a state or federal highway, and shall minimize use of local streets. (d) Such yards shall provide haul routes for approval by the City Engineer. (e) Such yards shall provide adequate securities, as determined by the City Council, for the restoration of any municipal infrastructure damaged due to the operation of the yard. (f) Such yards shall provide, as a condition of their permit, for adequate stormwater management, dust control, traffic control, and other requirements of the City Engineer. (g) Interim use permits for temporary contractor's yards shall include a restoration plan ensuring the restoration of the property to a condition meeting the zoning and nuisance standards of the city. (5) Extraction of materials. (a) All regulations in this chapter shall be met. (b) Plans shall be provided to illustrate how the land will be left in a useable condition upon cessation of extraction activities, shall prove that the finished grade will not adversely affect the surrounding land or future development of the site on which the mining is being conducted, and the route of trucks moving to and from the site. (c) The interim use permit authorizing the extraction of materials shall regulate: 1. The type(s) of material being mined on the site; 2. A program for rodent control; 3. A plan for fire control and general maintenance of the site; 4. Controls for vehicular ingress and egress, and for control of material disbursed from wind or hauling of material to or from the site; 5. A calendar of specific dates when mining operations will be conducted, including specific beginning and ending dates; and 6. The submission of a surety by the applicant in an amount determined by the Community Development Department to be equal to 100% of the value of the cost of restoring land whereupon mining is to occur and repairing the degradation of roadways used to transport soils. (d) On -site sales may be allowed as part of the interim use permit subject to all conditions established by the City Council to ensure the health, safety, and welfare of those visiting the site and of surrounding property owners. (e) For extraction of materials under this section within the B-3 and B-4 zoning districts, no such permit shall be issued except where: 1. The city has an interest in the subject property ownership; 2. The city is conducting the extraction under a contract with the fee title owner or representative; or 3. The city approves such a permit for another government agency and/or its contractor for a public project. (f) In the B-3 and B-4 Districts, and at the city's sole discretion, the UP under this section may include screening, concrete mixing, asphalt plant operation, or other activities utilizing the raw materials being extracted from the site, provided the city finds that no adverse impact on adjoining property use will occur, including, but not limited to, noise, odors, dust, or other particulate matter. (g) For the purposes of this section, mining or excavation shall mean solely the removal of minerals, including sand, stone, clay, gravel, or soil in quantities of more than 100 cubic yards, and hauling of said materials from the site. For quantities of less than 100 cubic yards, or for projects that extract and relocate the materials on the same project site regardless of quantity, administrative grading permits may be issued without need for an IUP. (10) Land reclamation. The conditional use permit authorizing land reclamation shall regulate: (a) A finished grade plan which will not adversely affect the adjacent land; (b) The type of fill permitted; (c) A program for rodent control; (d) A plan for fire control and general maintenance of the site; (e) Controls for vehicular ingress and egress, and for control of material disbursed from wind or hauling of material to or from the site; (f) A calendar of specific dates when land reclamation operations will be conducted, including specific beginning and ending dates; and (g) The submission of a surety by the applicant in an amount determined by the Community Development Department to be equal to 100% of the value of the cost of restoring land whereupon land reclamation is to occur and repairing the degradation of roadways used to transport soils. Wright County, MN Code of Ordinances § 155.003 RULES AND DEFINITIONS. (30) CONTRACTORS YARD, NON-COMMERCIAL. Buildings and structures, including limited outdoor storage, located on the homestead of a contractor in the building trades or other similar business, for the purpose of storing machinery and equipment related to the business which is primarily conducted off -site. All storage and screening requirements in §§ 155.076 through 155.079 of this chapter must be met, all building size requirements must be met and the use must be clearly incidental to the primary use of the property as a homestead. (Pre-existing yards will not be required to obtain an interim use permit; provided, all ordinance requirements are met.) (43) EXTRACTIONAREA. Any non-agricultural artificial excavation of earth exceeding fifty square feet of surface area or two feet in depth, excavated or made by the removal from the natural surface of the earth, or sod, soil, sand, gravel, stone or other natural matter, or made by turning, or breaking or undermining of the earth. (92) MINING. The extraction of sand, gravel, rock, soil or other material from the land in the amount of one thousand cubic yards or more and the removing thereof from the site shall be MINING. The only exclusion from this definition shall be removal of minerals associated with construction of a building provided such removal is an approved item in the building permit. § 155.075 PURPOSE. (A) The performance standards established in this subchapter are designed to encourage a high standard of development by providing assurance that neighboring land uses will be compatible. The performance standards are designed to prevent and eliminate those conditions that cause blight. All future development in all districts shall be required to meet these standards. The standards shall also apply to existing development where so stated. The County Board shall be responsible for enforcing the standards. (B) (1) Before any building permit is approved, the Zoning Administrator shall determine whether the proposed use will conform to the performance standards. The developer or land owners shall supply data necessary to demonstrate such conformance. (2) Such data may include description of equipment to be used, hours of operation, method of refuse disposal and type and location of exterior storage. § 155.100 MINING AND EXTRACTION. (A) Purpose. Modern lifestyles create the indisputable need for a continued and uninterrupted supply of aggregate material. Accordingly, mining is a necessary land use that shall be balanced with the impact on the environment, health, welfare, safety, and quality of life of Wright County residents and future generations. The purpose of this section is to regulate mining operations so as to minimize conflicts with adjacent land uses and ensure that mining operations are reclaimed with a use compatible with surrounding land uses and a use as designated in the Comprehensive Land Use Plan. (B) Administration; permit review. (1) An interim use permit shall be required for all commercial mining operations. Said permit shall be valid for a period of time set by the County Planning Commission but shall not exceed ten years; after which, a new interim use permit shall be required. Except that an interim use permit for a hot mix asphalt plant shall not be issued for a term in excess of two years. (2) Persons requesting a mining permit shall submit said fee to the County Planning Commission together with all information required in this section. (3) For mining operations which will last only one season, such as for road projects, the Planning Commission may issue a temporary mining permit. Such permit may include the placement of a bituminous hot mix plant and other accessory equipment. Said permits shall only apply if the mining site is to be opened, closed and reclaimed within one year. The Zoning Administrator may waive some of the information required by division (C) below in the case of a temporary mining permit. A temporary mining permit shall be administered as an interim use permit. (4) If the request is denied, no reapplication shall be made for a period of six months. (C) Information required. The following information shall be provided by the person requesting the permit: (1) Name and address of person requesting the mining permit; (2) The exact legal property description and acreage of area to be mined; (3) The following maps of the entire site and to include all areas within 500 feet of the site. All maps shall be drawn to a scale as determined by the Zoning Administrator and submitted on scale -size paper, otherwise stated below: (a) Map A, existing conditions to include: 1. Contour lines at two -foot intervals; 2. Existing vegetation; 3. Existing drainage and permanent water areas; 4. Existing structures; and 5. Existing wells. (b) Map B, proposed operations to include: 1. Structures to be erected; 2. Location of sites to be mined showing depth of proposed excavation; 3. Location of tailings deposits showing maximum height of deposits; 4. Location of machinery to be used in the mining operation; 5. Location of storage of mined materials, showing height of storage deposits; 6. Location of vehicle parking, truck staging, queueing, or stacking area, access roads and local truck routes; 7. Location of storage of explosives, equipment, and other materials; 8. Erosion and sediment control structures; 9. Screening, berms, and proposed plantings; and 10. Location of leak containment structures, in the event of a petrochemical leak or spill. (c) Map C, end use plan to include: 1. Final grade of proposed site showing elevations and contour lines at two -foot intervals; 2. Location and species of vegetation to be replanted; and 3. Location and nature of any structures to be erected in relation to the end use plan. (4) A soil erosion and sediment control plan; (5) A plan for dust and noise control; (6) A full and adequate description of all phases of the proposed operation to include an estimate of duration of the mining operation; and (7) Any other information requested by the Planning Commission or Zoning Administrator. (D) Use restrictions. (1) Mining operations shall be an interim use in the Agricultural District. (2) The crushing, washing, refining or processing, other than the initial removal of material, shall be considered a separate interim use. (3) In stone quarries, the production or manufacturing of veneer stone, sills, lintels, cut flagstone, hearthstones, paving stone and similar architectural or structural stone and the storing or stockpiling of such products on the site shall be considered a separate interim use. (4) The manufacture of concrete building blocks or other similar blocks, the production or manufacture of lime products, the production of ready -mixed concrete and any similar production or manufacturing processes which might be related to the mining operation shall be considered as a separate interim use. (5) The crushing, heating, storage, washing, refining, or processing of asphalt or bituminous material for the production of bituminous asphalt material shall be considered a separate interim use. (6) A new interim use permit shall be required for any mining operation where the amount of imported material exceeds the amount of material extracted or the primary use changes from the extraction of aggregate resources to the processing of materials. (7) The Planning Commission may impose additional performance standards as part of the interim use permit. (E) Performance standards. (1) General provisions. (a) Weeds and any other unsightly or noxious vegetation shall be cut or trimmed as may be necessary to preserve a reasonably neat appearance and to prevent seeding on adjoining property. (b) No sand and gravel operation shall be conducted on parcels of less than 20 acres in size. This limitation shall not apply when the tract of land is contiguous to an active mining operation, provided that both tracts are being operated by the same sand and gravel producer. (c) All equipment used for mining operations shall be constructed, maintained and operated in such a manner as to minimize, as far as is practicable, noises and vibrations which are injurious or substantially annoying to persons living in the vicinity. All non -conforming uses shall apply for and obtain an interim use permit. (d) All hot mix asphalt plants must utilize odor control technology or additives to reduce the odors emitted from the hot mix asphalt plant. The applicant for a hot mix asphalt plant interim use permit shall state in their application the means and methods they will be utilizing for effective odor control. Any technologies or products used must be stated in the annual report if required under § 155.100(I). (2) Water resources. (a) The mining operation shall not be allowed to interfere with surface water drainage beyond the boundaries of the mining operation. (b) The mining operation shall not adversely affect the quality of surface or subsurface water resources. (c) Surface water originating outside and passing through the mining district shall, at its point of departure from the mining site, be of equal quality to the water at the point where it enters the mining site. The mining operator shall perform any water treatment necessary to comply with this provision. (3) Safety fencing. Any mining operation adjacent to a residential zone or within 300 feet of two or more residential structures shall comply with the following standards. (a) Where collections of water occur that are one and one-half feet or more in depth existing for any period of at least one month, and occupy an area of 700 square feet or more, all access to such collections of water shall be barred by a fence or some similarly effective barrier such as a snow fence at least four feet in height. (b) In locations where slopes occur that are steeper than one foot vertical to three feet horizontal existing for a period of one month or more, access to such slopes shall be barred by a fence or some similarly effective barrier such as a snow fence of at least four feet in height. (4) Mining access roads. The location of the intersection of mining access roads with any public roads shall be selected such that traffic on the access roads will have a sufficient distance of the public road in view so that any turns onto the public road can be completed with a margin of safety. Access roads connecting to public roads or highways shall be sufficiently wide to accommodate two-way hauling traffic. Intersections of public roads with access roads shall be maintained by the mine operator and shall be kept clean and free from mud, debris or asphalt tracked out from the mining site. Such intersections shall also be repaired by the mine operator if the public road surface or shoulders have broken down due to repeated traffic by mining trucks and equipment. The need for turn lanes, road improvements, maintenance, or repair will be determined by the road authority. Upon written notification from a local road authority directing the repair, maintenance, or other such actions due to the repeated traffic by mining trucks and equipment, the property owner or operator shall have 14 days to comply with the directives of the local road authority. If the property owner or operator fails to comply within that time, the Zoning Administrator may suspend any interim mining permit. Any suspension shall be in effect until all conditions or requirements from the local road authority are brought into compliance. No mining, extraction, or processing activities shall occur during a suspension. (5) Screening barrier. (a) To minimize problems of dust and noise and to shield mining operations from public view, a screening barrier shall be maintained between the mining site and adjacent residential and commercial properties. A screening barrier shall also be required between the mining site and any public road within 500 feet of any mining or processing operations. The type and extent of the barrier shall be set by the Planning Commission. The Planning Commission may waive or alter screening requirements in this section. (b) Existing trees and ground cover along public road frontage or property lines shall be preserved and maintained (or supplemented), for the depth of the roadside or property line setback, except where traffic safety requires cutting and trimming. (c) Any trees or shrubs approved for use as a screening barrier must be mature and at least six feet in height. Any tree or shrub which is overcome with disease or that is deceased must be replaced with a new mature tree at least six feet in height and of the same type within 30 days. All trees and shrubs must be irrigated as needed to prevent disease or death. (6) Setback. (a) Processing of minerals shall not be conducted closer than 100 feet to the property line, nor closer than 500 feet to any residential or commercial structures located prior to commencement of processing operations. The processing of minerals shall not be conducted within shoreland principal structure setback distances. (b) Mining operations, not to include berms or screening barriers, shall not be conducted closer than 30 feet to the boundary of an adjoining property line. (c) Unless approved in writing by the applicable road authority, mining operations, not to include berms or screening barriers, shall not be conducted closer than 30 feet to the right-of-way line of any existing or platted street, road or highway; except that, excavating may be conducted within such limits in order to reduce the elevation thereof in conformity to the existing or platted street, road or highway. (7) Appearance. All buildings, structures and plants used for the production of processing of sand and gravel shall be maintained in such a manner as is practicable and according to acceptable industrial practice as to assure that such buildings, structures and plants will not become dangerously dilapidated. (8) Days and hours of operation. (a) All mining operations shall be conducted between the hours of 7:00 a.m. and 7:00 p.m. Monday through Saturday, unless otherwise specified by the Planning Commission; (b) Any operations not conducted between the hours of 7:00 a.m. and 7:00 p.m. shall require a new or amended interim use permit. Such permits shall be granted for public or private emergency, for government work required by agency contracts, or whenever any reasonable or necessary repairs to equipment are required to be made. (c) Operations shall include the loading and unloading of trucks and the moving and processing of materials. Trucks may enter the mining site no earlier than 6:00 a.m. and leave the mining site no later than 7:00 p.m. At no time may trucks park, queue, or stack on public rights -of -way. The Planning Commission may authorize work outside of the restrictions stated herein as part of an interim use permit hearing. (d) Operations shall be prohibited on county designated holidays as of January 1, 2023. (9) Dust and dirt. (a) All equipment used for mining operations shall be constructed, maintained and operated in such a manner as to minimize, as far as practicable, dust conditions. (b) All mining operators will be responsible for providing water or other suitable methods to control dust on roads utilized by trucks hauling to or from mining operations. Roads that require cleaning or dust control because of mining operations shall be tended to when conditions warrant, or a potential safety hazard exists. (c) The Planning Commission may require dust control measures within mining operations when it is determined that airborne dust from extraction areas, processing activities, stockpiles, internal roads, or other mining related activities may create a public nuisance. Such dust control measures may include berming, landscaping, or enclosures for processing equipment. (10) Signage. An information sign shall be erected at the intersection of the primary access road and the public road servicing the site identifying the name of the company or landowner responsible for the operations at the site. This sign shall also include a telephone number(s) for the company or responsible landowner, shall be clearly visible from the public road, and shall conform to the signage requirements in § 155.097 of this chapter. (11) Other regulations. All operations must abide by all other local, state, and federal rules, laws, regulations and provisions. Any violation of these other provisions may result in the revocation of the interim use permit. (12) Inactivity. In the event less than 10,000 cubic yards of material has been removed from the mining operation in any five-year period, as indicated through the Aggregate Removal Tax program, the Planning Commission may require a hearing to review the facility and may terminate the mining permit. (F) Land rehabilitation. All mining sites shall be rehabilitated immediately after mining operations cease. The Planning Commission shall review and require a staged reclamation when applicable. Rehabilitation shall be complete within one year or within the terms specified in the interim use permit. The following standards shall apply. (1) Within 12 months after completion of mining activities or after termination of the permit, all equipment, vehicles, machinery, structures, processing plants, materials, and debris shall be removed from the site. (2) Unless otherwise stated by the Planning Commission, a minimum of four inches of clean, uncontaminated topsoil shall be placed on all final graded and rehabilitated areas. The peaks and depressions of the area shall be graded and backfilled to a surface which will result in a gently rolling topography in substantial conformity to the land area immediately surrounding area, and which will minimize erosion due to rainfall. No finished slope shall exceed 25% in grade. (3) For reclaimed areas that include water features, the banks of such features shall be sloped to the water line at a slope no greater than two feet horizontal to one foot vertical. (4) All restored areas shall be seeded with a mixture consistent with Minnesota Department of Transportation specifications for rights -of -way or a mixture recommended by the Wright County Soil and Water Conservation District, or returned to crop production, unless otherwise specified or approved by the Planning Commission. (5) The finished grade shall be such that it will not adversely affect the surrounding land or future development of the site upon which mining operations have been conducted. The finished plan shall restore the mining site to a condition whereby it can be utilized for the type of land use proposed to occupy the site after mining operations cease. (6) Unless otherwise amended or approved by the Planning Commission, all final grades and site restoration shall be consistent with Map C, the End Use Plan. (G) Financial guarantee. The county shall require a performance bond, cash escrow, or irrevocable letter of credit in a form and from a financial institution acceptable to the county, to guarantee compliance with this chapter and terms and specifications of the interim use permit. The county shall have the right to use the financial guarantee to remove stockpiles, complete site rehabilitation, and correct other deficiencies or problems, in the event the owner or operator is in default of the permit obligations. The amount of financial guarantee shall be equal to $5,000 for every permitted acre or any other amount deemed acceptable by the Planning Commission. The financial guarantee may be adjusted periodically to reflect ongoing progress, at the discretion of the Zoning Administrator, and shall remain in full force and effect until all conditions of the permit have been met, including site restoration. (H) Exceptions. A mining and extraction permit shall not be required for any of the following: (1) Excavation for a foundation, cellar, or basement of a building or subsurface sewage treatment system, if such work has been properly permitted. (2) Excavation by state, county, city, or township authorities in connection with construction and maintenance of roads, highways, bridges, or utilities conducted solely within the permanent easement areas or rights -of -way. (3) Grading and removal of materials in accordance with the development of an approved plat or development, if the activity was reviewed as part of the approval process. (I) Annual report. All property owners and operators with an active conditional or interim use permit, regardless of when the permit was issued, for mining shall submit for the previous year an annual report, on a form as provided by the Office of Planning and Zoning, to the Zoning Administrator in paper and electronic portable document format ("pdf') on or before January 31 of each year. The annual report form shall include at a minimum the following: (1) The actual rate of mining and the remaining minable reserves which includes at a minimum the operating life of the mine, including the rate of mining and anticipated changes in that rate, and the factors used to determine the minable reserves and changes which would expand or diminish such reserves; (2) The actual mining activities including the types, amounts, sequence, and schedule for mining the material on site and stockpiling materials, including the distinctions among all aggerate resources and waste material; (3) The actual reclamation activities including the methods, sequence, and schedules of reclamation which address the goals and meets the requirements of this chapter and any conditions of the permit held on file with the Wright County Office of Planning and Zoning; and (4) The amount and type of imported aggregate and imported material brought to the property; and (5) A map which depicts the status of mining, construction, reclamation, and watershed modifications, at a scale which is normally used by the operator for the mine planning purposes, which: (a) defines the shape and extent of the aggregate material which will support the operating life of the mine; and (b) identifies all known and inferred mineral reserves or resources which are located within the mining area but which have not been included as part of the mining plan; (c) identifies lands proposed for use as vegetative reference and screening areas, depict the detailed drainage patterns for waters which may contact leachable materials; and (d) depicts at appropriate intervals, approved by the Zoning Administrator, the status of: all mining (including shape, extent, and content) and reclamation (including contouring, dust control, temporary stabilization, vegetation, and deactivation) of each: stockpile, basin, mine, drainage control, settling basin, and auxiliary facilities. (6) Failure to timely file an annual report is prima facia evidence that the gravel operation is inactive. (Ord. 18-4, passed 6-19-2018; Ord. 23-1, passed 5-2-2023) § 155.101 LAND ALTERATIONS. (A) Permit required. (1) A land alteration permit shall be required in all cases where excavation, grading and/or filling of any land within the county would result in a substantial alteration of existing ground contour or would change existing drainage or would cause flooding or erosion or would deprive an adjoining property owner of lateral support and would remove or destroy the present ground cover resulting in less beneficial cover for present and proposed development, uses and enjoyment of any property in the county. (2) (a) Substantial alteration shall be defined as the extraction, grading or filling of land involving movement of earth and materials in excess of 50 cubic yards in the shorelands districts, and in excess of 500 cubic yards in all other districts except drain tiles and ditch cleaning in agricultural areas. Such substantial alteration shall require a conditional use permit. (b) The creation of wildlife ponds, pollution control structures and erosion control structures shall not require a conditional use permit, provided that said construction is approved by an official of the Soil and Water Conservation District and abides by all other applicable rules, regulations and ordinances. (3) The extraction, grading or filling of land involving the movement of earth and materials in excess of ten cubic yards within shore, bluff impact zones or steep slopes in shoreland areas shall require an administrative permit, but not a conditional use permit. (4) Public road improvement projects, and grading and excavation directly related to such projects (not to include gravel pits), shall not require a land alteration permit; provided, the work is directly supervised by the County Engineer or the governing body of a local unit of government. (5) A land alteration permit is also required from the county and from the Commissioner of Natural Resources for any alteration in the Floodplain District and the Shorelands Districts. Such alteration shall include any filling, dredging, channeling or any other work in the beds of public waters which would change the course, current or cross-section of a public water. (6) A land alteration permit shall be valid for a period of six months from the date of issue. A land alteration permit shall be administered in the same manner as a conditional use permit. (B) Requirements. Before the issuance of a land alteration permit or an administrative land alteration permit, it must be established that all of the following conditions are met. These conditions must also be adhered to during the issuance of construction permits, permits, conditional use permits, interim use permits, variances and subdivision approvals. (1) Grading or filling in any type 2, 3, 4, 5, 6, 7 or 8 wetland must be evaluated to determine how extensively the proposed activity would affect the following functional qualities of the wetland (this evaluation must also include a determination of whether the wetland alteration being proposed requires permits, reviews or approvals by other local, state or federal agencies such as a watershed district, the state's Department of Natural Resources or the United States Army Corps of Engineers. The applicant will be so advised): (a) Sediment and pollutant trapping and retention; (b) Storage of surface runoff to prevent or reduce flood damage; (c) Fish and wildlife habitat; (d) Recreational use; (e) Shoreline or bank stabilization; and (f) Noteworthiness, including special qualities such as historic significance, critical habitat for endangered plants and animals or others. (2) Alterations must be designed and conducted in a manner that ensures only the smallest amount of bare ground is exposed for the shortest time possible. (3) Mulches or similar materials must be used, where necessary, for temporary bare soil coverage and a permanent vegetation cover must be established as soon as possible. (4) Methods to minimize soil erosion and to trap sediments before they reach any surface water feature must be used. (5) Altered areas must be stabilized to acceptable erosion control standards consistent with the field office technical guides of the local soil and water conservation districts and the United States Soil Conservation Service. (6) Fill or excavated material must not be placed in a manner that creates an unstable slope. (7) Plans to place fill or excavated material on steep slopes must be reviewed by qualified professionals for continued slope stability and must not create finished slopes of 30% or greater. (8) Fill or excavated material must not be placed in bluff impact zones. (9) Any alterations below the ordinary high water level of public waters must first be authorized by the Commissioner under M.S. §§ 103G.301 through 130G.315, as it may be amended from time to time. (10) Alterations of topography must only be allowed if they are accessory to permitted, interim, or conditional uses and do not adversely affect adjacent or nearby properties. (11) Placement of natural rock riprap, including associated grading of the shoreline and placement of a filter blanket, is permitted if the finished slope does not exceed three feet horizontal to one foot vertical, the landward extent of the riprap is within ten feet of the ordinary high water level, and the height of the riprap above the ordinary high water level does not exceed three feet. (C) Connections to public waters. Excavations where the intended purpose is connection to a public water, such as boat slips, canals, lagoons, and harbors, require a conditional use permit. Permission for excavations may be given only after the Commissioner has approved the proposed connection to public waters. (Ord. 18-4, passed 6-19-2018; Ord. 23-1, passed 5-2-2023) L Planning Commission Agenda — 06/04/2024 2E. Public Hearing - Consideration of an Amendment Title XV: Land Usage, Chapter 153 Zoning Ordinance, Section 153.091, Use -Specific Standards, as related to Day Care Centers as a Principal Use in the Industrial & Business Campus (IBC) District. Applicant: City of Monticello. Prepared by: Meeting Date: Council Date (pending Community Development Director 6/4/2024 Commission action): 6/24/2024 Additional Analysis by: City Planner, Community & Economic Development Coordinator ALTERNATIVE ACTIONS 1. Motion to adopt Resolution No. PC-2024-23 recommending approval of the amendment related to Use -Specific Standards, as related to Day Care Centers as a Principal Use in the Industrial & Business Campus based on findings in said resolution. 2. Motion to deny the adoption of Resolution No. PC-2024-23 recommending approval of the amendment related to Use -Specific Standards, as related to Day Care Centers as a Principal Use in the Industrial & Business Campus based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC-2024-23. REFERENCE AND BACKGROUND Property: Legal Description: N/A PID #: N/A Planning Case Number: 2024-27 Request(s): Consideration of a request for an amendment to the Zoning Ordinance addressing Day Care standards as principal uses. Deadline for Decision: N/A Land Use Designation: N/A Zoning Designation: N/A 1 Planning Commission Agenda — 06/04/2024 Overlays/Environmental Regulations Applicable: N/A Current Site Uses: N/A ANALYSIS In early 2023, the City adopted a series of zoning ordinance amendments intended to make clerical corrections to the zoning ordinance and to address changing land use and development conditions. At about the same time, an application relating to a day care facility proposed on an 1-1 zoned parcel was moving through the formal land use review process. Day care facilities were permitted uses in the Industrial Business Campus (IBC) District at the time of the land use application and continue to be permitted uses in within the current code. The day care facility was seeking rezoning to IBC as the zoning ordinance limits day care facilities in 1-1 Districts to secondary uses within principal use industrial buildings. The application for rezoning of the applicant's site to IBC was successful. In a clerical error that was likely intended to address the allowance for day care facilities in the IBC District based on the prior discussion, the larger zoning ordinance amendment processed incorrectly. It included the addition of "IBC" within the section of the "day care center" regulations pertaining specifically to day care uses in 1-1, Light Industrial areas, which limits day care facilities as secondary uses within an industrial business. The intent of the City's past discussions and decisions on day care facilities was to specifically allow these as principal uses in Industrial Business Campus Districts. As such, staff is requesting the City adopt an ordinance amendment consistent with this direction and correcting the error. With the change, the Use Table will continue to show day care centers as permitted uses in the IBC and the applicable regulations will allow day care facilities as a principal use subject to the principal use requirements of that section. STAFF RECOMMENDED ACTION Staff recommends adoption of the proposed amendment. The proposed ordinance is consistent with the most recent direction of the City in regard to the ability to locate child care facilities within Industrial Business Campus District. SUPPORTING DATA A. Resolution PC-2024-23 B. Ordinance No. XXX, DRAFT C. Monticello Zoning Ordinance, Excerpt D. March 7, 2023 Regular Planning Commission Meeting Minutes CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-23 RECOMMENDING APPROVAL OF AN AMENDMENT TO TITLE XV: LAND USAGE, CHAPTER 153 ZONING ORDINANCE, SECTION 153.091, USE -SPECIFIC STANDARDS, AS RELATED TO DAY CARE CENTERS AS A PRINCIPAL USE IN THE INDUSTRIAL & BUSINESS CAMPUS (IBC) DISTRICT WHEREAS, City staff has identified zoning ordinance language requiring amendment to correct an error in applicable use standards; and WHEREAS, City staff has proposed the amendment to the zoning ordinance intended to address the error and further conformity to the City's goals and policies as identified in the Monticello 2040 Vision + Plan Comprehensive Plan WHEREAS, the Planning Commission held a public hearing on June 4, 2024 on the amendment and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Zoning Ordinance amendment provides an appropriate means of furthering both the intent and the specific goals and policies for land use in the Monticello 2040 Comprehensive Plan. 2. The proposed amendments eliminate concerns over imprecise language. 4. The proposed amendment is expected to have no negative impacts on municipal public services. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Zoning Ordinance amendment, based on the findings listed above. ADOPTED this 4th day of June, 2024 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-23 M ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director ORDINANCE NO.8XX AN ORDINANCE AMENDING THE MONTICELLO CITY CODE XV, CHAPTER 153, MONTICELLO ZONING ORDINANCE, SECTIONS 153.091 (C) FOR COMEMRCIAL DAY CARE REGULATIONS THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: SECTION 1. § 153.046(E) — Regulations for commercial uses is hereby amended as follows: (11) Day care center. (a) No overnight facilities shall be provided for children served by the daycare. Children must be delivered and removed from the facility daily. (b) An outdoor recreational facility: 1. Shall be appropriately separated from the parking lot and driving areas by a fence not less than four feet in height; 2. Shall be located continuous to the day-care facility; 3. Shall not be located in any yard abutting a major thoroughfare; 4. Shall not have an impervious surface for more than one-half of the playground area; 5. Shall extend at least 60 feet from the wall of the building or to an adjacent property line, whichever is less, or shall be bound on not more than two sides by parking and driving areas; and 6. Shall be a minimum size of 2,000 sq. ft., or in the alternative 75 sq. ft. per child at licensed capacity, whichever is the greater figure. (c) All state laws and statutes governing such use are strictly adhered to and all required operating permits are secured. (d) In addition to divisions (a) through (c) above, day care centers in the IBC— an I -I district, —shall adhere to the following additional requirements: 1. Only be allowed as a secondary combination use which complements a primary business; 2. Only be conducted in the principal building, and not exceed 20% of the total principal building square footage; 3. Be physically separated from the other activities occurring in the principal building; 4. Not have a dedicated entrance (other than emergency exits) from the exterior of the principal building; 5. Not have dedicated off-street parking or signage. SECTION 2. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title XV, Chapter 153, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. SECTION 3. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall. ATTEST: Rachel Leonard, Administrator AYES: NAYS: Lloyd Hilgart, Mayor 2 § 153.090 USE TABLE. (A) Explanation of use table structure. (1) Organization of Table 5-1. Table 5-1 organizes all principal uses by use classifications and use types (a) Use classifications. The use classifications are: agricultural uses; residential uses; civic and institutional uses; commercial uses; and industrial uses. The use classifications provide a systematic basis for assigning present and future land uses into broad general classifications (e.g., residential and commercial uses). The use classifications then organize land uses and activities into specific "use types" based on common functional, product, or physical characteristics, such as the type and amount of activity, the type of customers or residents, how goods or services are sold or delivered and site conditions. (b) Use types. The specific use types identify the specific uses that are considered to fall within characteristics identified in the use classifications. For example; detached dwellings, parks and recreational areas, and schools are "use types" in the Single-family Residence District. (2) Symbols used in Table 5-1. (a) Permitted Uses = P. A "P" indicates that a use is permitted by right, subject to compliance with all other applicable provisions of this chapter. Uses may be subject to special regulations as referenced in the "additional requirements" column. (b) Conditionally Permitted Uses = C. A "C" indicates that a use is permitted provided the city can establish conditions necessary to ensure the use is compatible to the proposed location and surrounding properties. Inability of the city to establish conditions to adequately control anticipated impacts is justification for denial of a conditionally permitted use. Conditional uses may also be subject to special regulations as referenced in the "additional requirements" column. (c) Interim Permitted Uses = 1. An "I" indicates that a use maybe permitted for a brief period of time provided certain conditions are met, and a specific event or date can be established for discontinuance of the use. Inability of the city to establish conditions to adequately control anticipated impacts is justification for denial of an interim permitted use. Interim permitted uses may also be subject to special regulations as referenced in the "additional requirements" column. (d) Prohibited Uses = Shaded cells.A shaded cell indicates that the listed use is prohibited in the respective base zoning district. (e) Uses not provided for within zoning districts. In any zoning district, whenever a proposed use is neither specifically allowed nor denied, the use will be considered prohibited in which case an amendment to the ordinance text would be required to clarify if, where and how a proposed use could be established. Use Types "P" = Permitted "C» _ Conditionally Permitted "I" = Interim Permitted Base Zoning Districts Agricultural Uses Agriculture I P I P I P I P I P I P I P I P I P I P I P I P Agricultural P Sales Community P P P P P P P P P Gardens Stables C Residential Uses Attached Dwelling Types r • - ■■■M■M • • - ■■■M■H Additional Requirements PCD IBC 1 11 1 12 Multiple - family See See Table Ordinance 1=001% § 153.091(B) (1) § 153.091(B) (2) § 153.091(13) (3) § 153.091(B) (4) § 153.091(C) (1) § 153.091(C) (2)(a ) § 153.091(C) (2)(b ) § 153.091(C) (2)(c ) § 153.091(C) (2)(d ) Detached P Dwelling P P P P P Group residential P P P P P facility, single-family Group residential C C C facility, multi- family Mobile and manufactured C C C P C home park Civic and Institutional Uses Active park facilities P P P P P P P P P P P P (public) 1A I No I III None § 153.091(C) (3) § 153.091(C) (3) § 153.091(C) (4) =OOQm- TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted "C„ _ Conditionally C p Permitted A R R1 R T R R M B B B B I B 11 12 O A 2 N 3 4 H 1 2 3 4 DC p C "I" = Interim Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted „C„ _ Conditionally I Permitted A R R R T R R M B B B B C C D P C D B 11 12 O A 1 2 N 3 4 H 1 2 3 4 C "I" = Interim Permitted Civic and Institutional Uses Active park § 153.091(D) facilities P P P P P P P (1) (private) Assisted living C P C C P § 153.091(D) facilities (2) Cemeteries C C C C C C C § 153.091(D) (3) Clinics/medic C P P C None al services Essential P P P P P P P I P P P P P P P P None services Hospitals C P P C § 153.091(D) (4) Nursing/ § 153.091(D) convalescent C C C C C C C C C C P (5) home Passenger C C C C None terminal See See Passive parks Table Ordinance and open P P P P P P P P P P P P P P P 5- 1A No. space Place of § 153.091(D) public C C C C C P C (6) assembly Public buildings or C C C C C C C P C C P P C P P § 153.091(D) uses (�) Public warehousing I 1 1 § 153.091(D) temporary (8) Schools, K-12 C C C C C C I I § 153.091(D) (9) Schools, higher C education Utilities C C CT10) 153.091(D) (major) TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted „C„= Conditionally C p Permitted A R R1 R T R R M B B B B / B 11 12 O A 2 N 3 4 H 1 2 3 4 p p C "I" = Interim Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted „C„= Conditionally I Permitted A R R R T R R M B B B B C C D P C D B 11 12 O A 1 2 N 3 4 H 1 2 3 4 C ` I" = Interim Permitted Commercial Uses Adult uses P P § 153.046(T) Auction house C § 153.091(E) (2) Auto repair - C C P P § 153.091(E) minor (3) Automotive P C § 153.091(E) wash facilities (4) Bed and C C C C C § 153.091(E) breakfasts (5) Brew pub P P § 153.091(E) (6) Business support P P P P P None services Commercial P P P § 153.091(E) lodging See Table 5- 1A See Ordinance (7) Commercial self -storage C C § 153.091(F) (3) No. Communicatio § 153.091(E) ns/ P P P P (8) broadcasting Convenience C P P LP § 153.091(E) retail (9) Country club C § 153.091(E) (10) Day care C C C P P C § 153.091(E) centers (11) Entertainment/ recreation, P P C C C § 153.091(E) indoor (12) commercial Entertainment/ recreation, C C C C § 153.091(E) outdoor (13) commercial TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted C P "C„ = Conditionally Permitted A R R1 R T R R M B B B B C C I B 11 12 O A 2 N 3 4 H 1 2 3 4 C "I" = Interim D D Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted C P „C„= Conditionally Permitted A R R R T R R M B B B B C C I B 11 12 O A 1 2 N 3 4 H 1 2 3 4 C `I" = Interim D D Permitted Commercial Uses Animal § 153.091(E) kennel/boarding C C C C (1 �) (commercial) Event center C C C § 153.091(E)14) Financial P P P § 153.091(E) institution (15) Funeral P P § 153.091(E) services (16) Landscaping/ § 153.091(E) nursery P (18) business Offices, commercial and P P P P P P P § 153.091(E) professional (20) services Personal C P P P § 153.091(E) services See See (22) Production brewery or Table Ordinance P P § 153.091(F) micro- distillery 5- 1A No. (12) without taproom Production § 153.091(E) brewery or (23) micro- distillery C C C C C§ 153.091(F) with taproom or (13) cocktail room Recreational vehicle camp C site Repair establishment Restaurants IM■N ■ee11 § 153.091(E) (24) P P § 153.091(E) (25) C § 153.091(E) (26) TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted „C„ = Conditionally Permitted A R R1 R T R R M B B B B C p I B 11 12 O A 2 N 3 4 H 1 2 3 4 DC p C "I" = Interim Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted „C„ = Conditionally I Permitted A R R R T R R M B B B B C C D P C D B 11 12 O A 1 2 N 3 4 H 1 2 3 4 C "I" = Interim Permitted Commercial Uses Retail commercial uses (other) P P P § 153.091(E) buildings less (27) than 10,000 sq. ft. Retail commercial § 153.091(E) uses (other) C P P (27) buildings over 10,000 sq. ft. Retail service § 153.048 P P P Specialty eating C P P P § 153.091(E) establishment (28) s See Table 5- 1A See Ordinance No. Vehicle fuel sales C C C § 153.091(E) (29) Vehicle sales § 153.091(E) ❑❑ C and rental (30) Veterinary § 153.091(E) C ❑❑ facilities (rural) (31) Veterinary facilities C C C § 153.091(E) (neighborhoo (31) d) LL Wholesale P P P None sales Industrial Uses Auto repair - § 153.091(F) major C P P (1) Bulk fuel sales and storage § 153.091(F) (2) TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted „C„ = Conditionally Permitted A R R1 R T R R M B B B B C p CD I B 11 12 O A 2 N 3 4 H 1 2 3 4 DC C "I" = Interim Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted „C„ = Conditionally I Permitted A R R R T R R M B B B B C C D P C D B 11 12 O A 1 2 N 3 4 H 1 2 3 4 C `I" = Interim Permitted Industrial Uses Contractor's § 153.091(F) yard, y I I I (4) temporary Extraction of I I I I I § 153.091(F) minerals (5) General C P P § 153.091(F) warehousing (6) Heavy C § 153.091(F) manufacturing (7) Industrial C P None s services Industrial self- § 153.091(F) storage s C C (8) facilities See Table 5-1A See Ordinance No. Land reclamation C C C C C C C C C C C C C C C § 153.091(F) (9) Light §153.091(F) manufacturing P P P (10) Machinery/tru 153.091(F) ck repair and C (11) ( sales Recycling and C § 153.091(F) salvage center (14) Truck or C § 153.091(F) freight terminal (15) Waste § 153.091(F) disposal and C (16) incineration Wrecker and § 153.091(F) towing C P (17) services TABLE 5-1A: CENTRAL COMMUNITY DISTRICT (CCD) USES SUB -AREA Riverfront (A) Broadway (B) walnut & pine (D) General Notes Cedar (C) CCD Retail, Office, Entertainment Retail, supported large Housing, and open supported b supp y by space supported Use Types space, entertainment; housing retail by limited supported by housing 2nd and users, retail and retail services and retail services service TABLE 5-1A: CENTRAL COMMUNITY DISTRICT (CCD) USES SUB -AREA Riverfront (A) Broadway (B) walnut & pine (D) General Notes Cedar (C) CCD Retail, Office, Entertainment Retail supported large Housing, and open supported b b space supported Use Types space, entertainment; housing retail by limited supported by housing 2nd and users, retail and retail and retail services services service Additional use requirements applicable per § 153.091 Uses: Residential Uses Single- family P* CUP *Upper floors only Multi 3 du or under P* CUP* P *Upper floors only *Townhous es on Townhouse CUP CUP* CUP P Broadway east of Pine only Multi 4-12 du CUP CUP CUP CUP Multi 13+ du CUP CUP CUP CUP CUP *Allowed on ground floor for Ground floor CUP* P P townhouses on Broadway east of Pine Commercial Brew Pub <10,000 sq. ft. P P P P Brew Pub >10,000 sq. ft. CUP P CUP P Commercial Day Care CUP CUP P Commercial Lodging P CUP CUP P Uses: Commercial Entertainme nt/Recreation, <10,000 sq. Indoor Commercial (including CUP* CUP* CUP* CUP ft. only theaters) Entertainme nt/Recreation Outdoor Commercial Subject to § Event centers CUP CUP CUP CUP CUP 153.091(F) (14 ) Funeral services CUP Personal services P P P P CUP Places of public assembly CUP CUP CUP CUP CUP Production brewery/ taproom P P P P Micro- distillery/ cocktail room P P P P Professional office - services CUP* P P P P Upper floors and retail preferred CUP* - not P/CUP* on P/CUP* Upper floors Commercial office allowed on ground on ground P preferred ground floor floor floor Financial P P P P Drive thru by CUP Restaurants, bars <10,000 P P P P CUP sq. ft. Restaurants, bars > 10,000 CUP P CUP P CUP sq. ft. Retail Sales <10,000 sq. ft. P P P P P Retail Sales >10,000 sq. ft. CUP CUP CUP P CUP Retail with service CUP P P P P Specialty Eating Establishments <10,000 sq. P P P P CUP ft. Vehicle fuel sales CUP Veterinary facilities < 10,000 CUP CUP CUP CUP No outdoor sq. ft. uses Industrial Uses Industrial PUD PUD Only PUD Only Civic and Institutional Uses Clinics/ medical services CUP CUP P P Public buildings or uses (incl. P CUP P CUP CUP public parks) Schools Pre- K-12 CUP CUP CUP TABLE 54B THE POINTES AT CEDAR DISTRICT (PCD) See § 153.048 (Ord. 762, passed 8-23-2021; Ord. 780, passed 7-25-2022; Ord. 791, passed 11-14-2022; Ord. 797, passed 2-13-2023; Ord. 799, passed 2-27-2023; Ord. 804, passed 8-14-2023) street. 1. A hotel or motel shall have its principal frontage, access, and orientation direction on an arterial street or collector 2. Vehicular access from a local residential street is prohibited. 3. No more than one security or caretakers quarters may be provided on the site, and such quarters shall be integrated into the building's design. (b) In the CCD District, the following additional standards shall apply: 1. The principal building lot coverage is no less than 50% of the property, exclusive of easements devoted to public pedestrian use or other outdoor public spaces. 2. The building, site, and signage meet the standards for the "CCD" District. 3. The proposed use demonstrates compatibility and consistency with the City's Comprehensive Plan and as detailed in the Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan." (8) Communications/broadcasting. All communication antennas, antenna support structures and satellite dishes shall adhere to the applicable accessory use requirements for such outlined in § 153.092. (9) Convenience retail. In the B-1 zoning district, the following conditions shall apply: (a) The site is adequately served by a collector street. (b) Access point to the site shall be limited to a collector street. (c) Conformity with the surrounding neighborhood is maintained. (d) Adequate screening and landscaping from neighborhood residential districts is provided in accordance with this chapter. (e) Traffic generated by the proposed use does not exceed the capacity of surrounding streets and intersections to accommodate it. (f) The site shall conform to parking requirements as provided in this chapter. (g) Building setback from residential uses must be 30 feet or greater. (h) Parking lot setback from residential uses must be 15 feet or greater. (i) The site shall conform to signage requirements as recommended by the city. At no time shall the signage exceed the requirements as provided in this chapter. Q) The site shall conform to lighting requirements as provided in this chapter. The lighting shall be restricted to be consistent with the hours of operation, within one half hour of open and close times. (k) The hours of operation shall be limited to 6:00 a.m. to 9:00 p.m., except as may be approved by conditional use permit. (1) In addition to the above requirements, if in the CCD, the following conditions shall apply: 1. Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan." 2. Site planning shall maximize building exposure to the street. 3. Drive -through facilities shall be located to minimize their exposure to the street. 4. Accessory structures, including canopies, menu boards, pay windows, and other structures supporting drive - through functions shall be constructed of materials to match those of the principal building. 5. Site planning shall be designed to emphasize connections to pedestrian facilities. (10) Country club. (a) The principal use, function, or activity is open, outdoor in character. (b) Not more than 5% of the land area of the site be covered by buildings or structures. (c) When abutting a residential use, the property shall be screened with at least an aesthetic buffer Table 4-2, Buffer Type "B") in accordance with § 153.060(G). (d) The land area of the property containing such use or activity meets the minimum established for the districts. (11) Day care center. (a) No overnight facilities shall be provided for children served by the daycare. Children must be delivered and removed from the facility daily. (b) An outdoor recreational facility: 1. Shall be appropriately separated from the parking lot and driving areas by a fence not less than four feet in height; 2. Shall be located continuous to the day-care facility; 3. Shall not be located in any yard abutting a major thoroughfare; 4. Shall not have an impervious surface for more than one-half of the playground area; 5. Shall extend at least 60 feet from the wall of the building or to an adjacent property line, whichever is less, or shall be bound on not more than two sides by parking and driving areas; and 6. Shall be a minimum size of 2,000 sq. ft., or in the alternative 75 sq. ft. per child at licensed capacity, whichever is the greater figure. (c) All state laws and statutes governing such use are strictly adhered to and all required operating permits are secured. (d) In addition to divisions (a) through (c) above, day care centers in the IBC and 1-1 district, shall adhere to the following additional requirements: 1. Only be allowed as a secondary combination use which complements a primary business; 2. Only be conducted in the principal building, and not exceed 20% of the total principal building square footage; 3. Be physically separated from the other activities occurring in the principal building; 4. Not have a dedicated entrance (other than emergency exits) from the exterior of the principal building; 5. Not have dedicated off-street parking or signage. (12) Entertainment/recreation —indoor commercial. (a) No auctions shall take place on the premises. (b) Outdoor storage shall be prohibited. (c) Noise shall be controlled consistent with the standards of this chapter. (d) When abutting a residential use, the property shall be screened with an aesthetic buffer (Table 4-2, Buffer Type "B") in accordance with § 153.060(G). (13) Entertainment/recreation — outdoor commercial. (a) When abutting a residential use, the property shall be screened with at least a semi -opaque buffer fable 4-2, Buffer Type "C") in accordance with § 153.060(G). (b) Adequate measures to contain the proposed activity on the subject site shall be provided. (c) Dust and noise are controlled consistent with City Ordinance. (d) No auctions shall take place on the premises. (e) Hours of operation shall be limited to 7:00 a.m. to 10:00 p.m.. (f) All lighting shall be in compliance with §153.063. (14) Event centers. (a) Proximity to residential uses. Property upon which event centers are located shall not abut residentially zoned property, with the exception of R-3 and R-4 zoned properties. (b) Parking. Off-street parking for event centers shall be provided in accordance with §153.067. (c) Event size. Event centers shall be allowed a maximum event size as specified by the conditional use permit. (d) Number of events. 1. Event centers in the B-3 and B-4 District are not restricted in the number of events allowed unless restricted by the conditional use permit. 2. Event centers in the B-2 District maybe limited to certain days or number of events by the City Council per the conditional use permit. (e) Hours of operation. Event center hours of operation shall be as established by the City Council per the conditional use permit. (f) Noise regulations. Event centers shall be subject to the noise -related provisions of City Code. (g) Food regulations. Event centers may serve food and beverages as an accessory activity in accordance with all applicable federal, state, and city regulations. MINUTES REGULAR MEETING - MONTICELLO PLANNING COMMISSION Tuesday, March 7, 2023 - 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners Present: Paul Konsor, Andrew Tapper, Eric Hagen, Melissa Robeck Commissioners Absent: Teri Lehner Council Liaison Present: Charlotte Gabler Staff Present: Angela Schumann, Steve Grittman (NAC), Hayden Stensgard, and Ron Hackenmuelier 1. General Business A. Call to Order Planning Commission Chair Paul Konsor called the regular meeting to order at 6:04 p.m. B. Consideration of approving minutes a. Joint Workshop Meetine Minutes—February7. 2023 ANDREW TAPPER MOVED TO APPROVE THE FEBRUARY 7, 2023 JOINT WORKSHOP MEETING MINUTES. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. b. Regular Meeting Minutes —February 7. 2023 ANDREW TAPPER MOVED TO APPROVE THE FEBRUARY 7, 2023 REGULAR MEETING MINUTES. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. C. Citizen Comments None D. Consideration of adding items to the agenda None E. Consideration to approve agenda ANDREW TAPPER MOVED TO APPROVE THE MARCH 7, 2023 REGULAR MEETING AGENDA. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. 2. Public Hearings A. Consideration of an Amendment to the Monticello Zonine Ordinance Related to Retail Rental Uses Including, but not Limited to Definition, Zoning Districts and Standards Applicant: Michelle Rice City Planner Steve Grittman provided an overview of the agenda item to the Planning Commission and the public. This item was brought forth after an inquiry from General Rental Center, an existing business in Monticello looking to expand operations into a new facility. It was found that retail uses specific to rental service was not included in the Zoning Code language. The requested text amendment would add language to include a rental aspect to the "retail commercial uses (other)" definition within the Monticello Zoning Ordinance Mr. Konsor asked if there are any additional, unforeseen items that would be allowed to be rented out with the proposed ordinance. Mr. Grittman clarified that the items currently allowed to be sold at a retail establishment by ordinance are the limitations to what can be rented. Councilmember Charlotte Gabler asked if Planned Unit Developments would be affected by this proposed ordinance. Mr. Grittman noted that it would depend on the language given to the specific Planned Unit Developments. If the PUD language included provision for "retail commercial uses (other)" or the base zoning district of the PUD allows "retail commercial uses (other)", it would then be permitted in the PUD. Councilmember Gabler asked if auto sales establishments within the city would be affected by the proposed ordinance. Mr. Grittman clarified that the auto sales establishments are classified as a separate use, and would not be affected by the proposed ordinance. Councilmember Gabler asked if staff and Planning Commissioners discussed amendments related to retail uses in 2022. Community Development Director Angela Schumann clarified that staff and Planning Commissioners did review potential amendments in 2022, and subsequently approved an ordinance amendment related to retail. The rental aspect of retail uses was not acknowledged at that time, nor at the time of adoption of the new code in 2011. Mr. Konsor opened the public hearing portion of the agenda item Mr. Konsor closed the public hearing portion of the agenda item. PAUL KONSOR MOVED, TO ADOPT RESOLUTION NO. PC-2023-07 RECOMMENDING APPROVAL OF ORDINANCE NO. X FOR AMENDMENT TO THE MONTICELLO ZONING ORDINANCE RELATED TO RETAIL RENTAL USES, SECTION 153.012, DEFINITIONS, BASED ON THE FINDINGS IN SAID RESOLUTION. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. Ms. Schumann noted the item was anticipated to be included in the City Council consent agenda at their regular meeting on March 271h, 2023. B. Consideration of an Amendment to the Monticello Lakes Planned Unit Development District affecting Parkin¢. accessory buildings, lot coverage and related site impacts. Applicant: Monticello Lakes, U.C. Mr. Grittman provided an overview of the agenda item to the Planning Commission and the public. Originally approved by the City Council in December of 2021, the amendment request was specifically related to the removal of the approved resident parking garages on site. The amendment also addressed a change in the configuration of the clubhouse on site as well. An updated landscape plan was also included in the proposed changes, due to the added greenspace on site following garage removal. Mr. Konsor opened the public hearing portion of the agenda item. Mr. Konsor closed the public hearing portion of the agenda item. ANDREW TAPPER MOVED TO ADOPT RESOLUTION NO. PC-2023-08 RECOMMENDING AN AMENDMENT TO THE MONTICELLO LAKES PLANNED UNIT DEVELOPMENT DISTRICT, AMENDING THE APPROVED PLANS FOR SAID PUD, BASED ON THE FINDINGS IN SAID RESOLUTION AND WITH CONDITIONS AS LISTED IN EXHIBIT Z OF THE STAFF REPORT OF MARCH 7, 2023. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. Ms. Schumann noted the item was anticipated to be included in the City Council consent agenda at their regular meeting on March 131h, 2023. C. Consideration of an Amendment to the Monticello 2040 Vision + Plan (Comprehensive Plan). Chapter 3. "Land Use, Growth and Orderly Annexation'. re -guiding certain parcels from their existing Industrial designations to alternative Industrial. Employment, and Commercial categories, and amending the text of the Plan to add flexibility for implementation of the Plan's goals and land use objectives. Applicant: City of Monticello Mr. Grittman provided an overview of the agenda item to the Planning Commission and the public. This item arose from a discussion related to item 2D of the current agenda, where the subject site does not meet the current land use guidance and zoning for the applicant's proposed use. It was then understood that the properties east of Edmonson Avenue, north of Chelsea Road and south of Interstate 94, as well as properties in the vicinity along the eastern side of Fallon Avenue NE, had Comprehensive Plan land use designations that did not match the companion zoning districts respective to each property. The request was directly related to correcting what staff believed to have been an error during the drafting of the Monticello 2040 Vision + Plan. The amendments requested are to re -guide the land use designation for the properties listed within the staff report from General Industrial, to Light Industrial Park or Regional Commercial, depending on the sites' current zoning district. Eric Hagen asked why the parcel at 108 Thomas Circle was not being considered to be re -guided as Regional Commercial. Mr. Grittman clarified that the reason this property was proposed to change designation from General Industrial to Light Industrial Park was due the current zoning district of the property is 1-1, Light Industrial District, which is reflective of the Light Industrial Park designation. Andrew Tapper did not agree with some of the parcels listed to be re -guided, as he felt certain parcels reflected the General Industrial designation more so than the proposed Light Industrial Park designation. Mr. Grittman noted that the intent of Light Industrial Park zoning designation is in part to act as a buffer between General Industrial and Regional Commercial designations. Though the existing uses on those properties may not reflect the designation, it is anticipated that as uses change, those properties would become more conforming with their respective designations and the transitional area in which they are located. Ms. Schumann added that the properties in question had been historically zoned 1-1, Light Industrial, and the land use designations are established as a guide for future uses on a given site. Councilmember Gabler asked what the guidance of the location for the new Wiha Tools facility is anticipated to be. Ms. Schumann clarified that the existing zoning district for the site is Industrial Business Campus (IBC), and the property's land use designation in the Comprehensive Plan is Employment Campus. Councilmember Gabler noted that it is reasonable to re -guide the properties but questioned whether the Employment Campus designation would be more fitting than the proposed Light Industrial Park designation. Ms. Schumann had clarified that the reason staff proposed re -guidance to Light Industrial Park was directly related to the current zoning districts of the properties. The 1-1, Light Industrial zoning district directly correlates to Light Industrial Park designation within the Comprehensive Plan. Councilmember Gabler asked where General Industrial is currently designated within the City. Ms. Schumann noted that the Oakwood Industrial Park is still a designated area for General Industrial, and there are pages within Chapter 3 of the Comprehensive Plan that break down land use designations by acreage. One reason for the limitation of General Industrial guidance within the 2040 Plan is the city's focus on job and tax base creation, which occurs more often at a higher rate or density in Light Industrial Park and Employment Campus designations. Councilmember Gabler asked whether if it is necessary to continue including the General Industrial designation in the Comprehensive Plan. Ms. Schumann explained it is important to continue including General Industrial as a designation, due to the need for a designated location for business that fit the standards established by the designation in the Comprehensive Plan. Mr. Tapper reiterated that he did not necessarily see the need to re -guide certain parcels away from General Industrial if the current uses on site reflect that designation. Mr. Grittman noted that the main differences between light and heavy industrial users has to do with external impacts of the use on a given site. Ms. Schumann also noted that land use guidance is the broad land use plan, but the existing zoning of a property is what controls the property in terms of uses and standards. The parcels in question to be re -guided to Light Industrial Park are already zoned the corresponding 1-1, Light Industrial. Mr. Konsor noted a page within Chapter 3 of the Comprehensive Plan that uses Polaris as an example of a General Industrial use. Ms. Schumann noted that it is more likely that use is Light Industrial in nature, although it would also be allowed in General Industrial areas. Mr. Hagen noted that even though Polaris is an example of General Industrial, the guidance of the land could be different, due to the Comprehensive Plan acting as a future plan for property within the City. Mr. Tapper raised the question of why there is separate guidance for Light Industrial Park and General Industrial, and why those two are not bunched in to one designation. Mr. Hagen noted the broadness of the 2008 Comprehensive Plan, with guidance like Places to Work, Places to Shop, and Places to Live, then narrowing down of classification to what they are now provides a more established future plan for the City. The more detailed designation also provides potential businesses to easily understand where within the City their business would fit in with the long- term Comprehensive Plan. Mr. Konsor asked if all the parcels included in the discussion are currently zoned 1-1, Light Industrial. Ms. Schumann clarified that parcels proposed to be re - guided to Light Industrial Park are currently zoned 1-1, Light Industrial. The parcels proposed to be re -guided to Regional Commercial are currently zoned B- 4, Regional Business District. Ms. Schumann also noted that the detailed designations compared to designations in prior Comprehensive Plan is to address the fact that they also serve a purpose to promotes other sections and goals of the Comprehensive Plan. Mr. Konsor opened the public hearing portion of the agenda item. Mr. Grittman reiterated that the amendments proposed include the changes to the Land Use Designation map in within Chapter 3 of the Comprehensive Plan as well as a change the text within Chapter 3 to broaden the inclusivity of the Light Industrial Park designation to include both 1-1, Light Industrial, and IBC districts. Mr. Tapper asked if there is already a designation in the Comprehensive Plan that reflects the IBC zoning district already. Mr. Grittman clarified that the Employment Campus designation currently reflects the IBC zoning, but the intention of the text amendment proposed would be to include the IBC under the Light Industrial Park designation. Mr. Konsor closed the public hearing portion of the agenda item. Mr. Konsor noted that he was indifferent on the decision at hand Councilmember Gabler asked if there was ever a discussion of a business/industrial flex designation in the Comprehensive Plan, or if there is one already established. Ms. Schumann clarified that the flexibility within the current designations was discussed at the time of the Comprehensive Plan drafting, and that the intention was to include both commercial and industrial uses within the Employment Campus designation, but not to include those same commercial uses within any of the Industrial designations. Ms. Schumann added that if the Planning Commission was ever interested in looking at the Comprehensive Plan further, they have the authority to direct staff to prepare information on it and bring continue this discussion at a workshop meeting in the future. Mr. Tapper noted he understood the intention of he proposed amendments to the Comprehensive Plan following the discussion. Mr. Tapper was interested in the idea of bringing the discussion had to a subsequent workshop meeting to further discuss. ANDREW TAPPER MOVED TO ADOPT RESOLUTION NO. PC-2023-09, RECOMMENDING APPROVAL OF AMENDMENTS TO THE COMPREHENSIVE PLAN LAND USE MAP AND CATEGORIES REGUIDING CERTAIN PROPERTIES FROM GENERAL INDUSTRIALTO LIGHT INDUSTRIAL PARK, AND AMENDING THE TEXT OF THE PLAN TO ADD FLEXIBILITY FOR IMPLEMENTATION OF THE PLAN'S GOALS AND LAND USE OBJECTIVES, BASED ON THE FINDINGS IN SAID RESOLUTION. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. ANDREW TAPPER MOVED TO ADOPT RESOLUTION NO. PC-2023-10 RECOMMENDING APPROVAL OF AMENDMENTS TO THE COMPREHENSIVE PLAN LAND USE MAP AND CATEGORIES REGUIDING CERTAIN PROPERTIES FROM GENERAL INDUSTRIAL TO REGIONAL COMMERCIAL FOR IMPLEMENTATION OF THE PLAN'S GOALS AND LAND USE OBJECTIVES, BASED ON THE FINDINGS IN SAID RESOLUTION. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. Ms. Schumann mentioned this item would go forth to the City Council for final decision on March 27, 2023, and the City Council will be informed of the discussion on the item at the Planning Commission meeting. D. Consideration of an Amendment to the Monticello 2040 Vision + Plan (Comprehensive Plan). Chapter 3. "Land Use. Growth and Orderly Annexation" as related to Future Land Use Designations and Mao: Consideration of Rezoning 108 Thomas Circle from 1-1, Light Industrial District to Industrial Business Campus (IBC) District. Applicant: Darrin Juve Mr. Grittman provided an overview of the agenda item to the Planning Commission and the public. The applicant sought rezoning of the parcel to accommodate the operation of a head start facility at 108 Thomas Circle. With the current zoning of the property being 1-1, Light Industrial, it limits the ability of a childcare use to a conditional use that must be accessory to a principal industrial use at the same location. The rezoning to IBC would allow them to operate in compliance, as a childcare facility use is permitted as a principal use in the IBC district. The concurrent request would be to amend the Comprehensive Plan so that the land use designation of the parcel would correspond with the proposed rezoning. Ms. Schumann noted that the prior item did not re -guide 108 Thomas Circle, so that it is necessary for the Planning Commission to act on the Comprehensive Plan amendment specific to this parcel. Staff also provided information related to the state of child care within Wright County to the Planning Commissioners for reference. This information has since been added to the agenda on the City of Monticello's website. Mr. Konsor opened the public hearing portion of the agenda item. Dean Williamson, of Frauenshuh Inc., on behalf of the applicant, addressed the Planning Commission and the public, noting they were in attendance if any questions arose. Councilmember Gabler asked for clarification on how the group seeking to occupy the building would be considered a childcare facility under the Zoning Ordinance language, rather than a school. Mr. Grittman clarified that the Monticello Zoning Ordinance defines schools as K-12 programs, under the current language of the code, preschools and other head start programs are defined as childcare facilities. Mr. Konsor closed the public hearing portion of the agenda item. Ms. Schumann noted that the decision for amending the Comprehensive Plan related to this agenda item does not include what designation to re -guide this parcel to. Staff recommended a re -guidance to Light Industrial Park. With the prior item being recommended for approval, it would then correspond with the rezoning request to IBC. ANDREW TAPPER MOVED TO ADOPT RESOLUTION NO. PC-2023-11 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO 2040 VISION + PLAN (COMPREHENSIVE PLAN), CHAPTER 3, "LAND USE, GROWTH AND ORDERLY ANNEXATION" AS RELATED TO THE FUTURE LAND USE DESIGNATIONS AND MAP, BASED ON THE FINDINGS IN SAID RESOLUTION. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. PAUL KONSOR MOVED TO ADOPT RESOLUTION NO. PC-2023-12 RECOMMENDING ADOPTION OF ORDINANCE NO. X, REZONING 108 THOMAS CIRCLE FROM 1-1, LIGHT INDUSTRIAL DISTRICT TO INDUSTRIAL BUSINESS CAMPUS (IBC), BASED ON FINDINGS IN SAID RESOLUTION. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. Ms. Schumann mentioned this item would move forward to the City Council for final decision on March 27. 2023. Before the Planning Commission proceeded to the regular agenda to discuss whether the Comprehensive Plan item on the agenda should be further discussed at a workshop meeting in the future. The consensus was to plan for a workshop in the future. 3. Regular Agenda A. Consideration of Community Development Director's Report Ms. Schumann provided an overview of the agenda item to the Planning Commission and the public. Chief Building Official/Zoning Administrator Ron Hackenmueller addressed the Planning Commission regarding a personnel change within the Building Department. Building Inspector Bob Ferguson steeped into a new position as Building Official/Fire Inspector to assist with the restarting of the fire inspection program. The Building Department is also adding a third building inspector to the department following the personnel change noted. 4. Added Items None S. Adjournment MELISSA ROBECK MOVED TO ADJOURN THE REGULAR MEETING OF THE MONTICELLO PLANNING COMMISSION. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. MEETING ADJOURNED AT 7:50 P.M. Recorded By: Hayden Stensgard �' Date Approved: April 4, 2023 ATTEST: J"ILL==:� Angela SchulAankiXommunity Development Director -jlMonticello BUILDING SAFETY 8. CODE ENFORCEMENT DEPARTMENT Serving residents and businesses by supporting new construction projects, renovation of existing properties, and building expansion within the City of Monticello. City Staff: • Ron Hackenmueller —Chief Building Official • Kim Sipprell —Bldg. Dept. Coordinator / Inspector (6 mo. Full Time) • Bob Ferguson —Inspector /recently promoted to Fire Inspector (4yrs) • Wayne Kalla —Inspector (2.5 yrs) • Mark Gerber— Inspector (1 yr) 2023 P41X CITY OF Montic I KEEPING OUR COMMUNITY BEAUTIFUL: Helpful information from Monticello's Department of Building Safety 16 A CITY (_)I Monticello BUILDING SAFETY Department Brochures: these are handed out to the public and explain what our department does, offers detailed descriptions of public nuisances/blights, enforcement, and how they can make a report. n u • Dedicated to user-friendly, professional customer service • Providing comprehensive, clear and consistent education and information • Supporting stakeholders' ability to achieve their building objectives • Maintaining compliance with building, fire, and city codes CITY OF Monticello 70,000,000.00 I-TOWSTOTSYSTOTS] Me 50,000,000.00 40,000,000.00 30,000,000.00 . vusw ... 10,000,000.00 Valuation of work being completed 59,426,683.00 2011 2012 2013 2014 2015 2o16 2017 2o18 2019 2020 2021 2022 2023 Revenue vs. Budgeted Expenses Including Rental License Revenue $1,000,000 $900,000 $800,000 $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 $o 2011 2012 2013 2014 ■ Revenue Totals 111111 2015 2oi6 ■ Expense Totals 11111111111 2017 2o18 2019 2020 ■ Net Revenue Totals Imm MEW ■■I 2021 2022 2023 Total Building Permits Issued 2012 2013 2014 2015 zo16 4500 4000 3500 3000 2500 2000 1500 l000 500 0 Total Numbe Inspec 1333 1117 2011 2012 1917 16o6 r of Building tions �467 2437 2100 2076 2048 3212 3802 2965 3836 3 2014 2015 2o16 2017 2o18 2019 2020 2021 2022 2023 ■ Totals New Con Single Fa 100 90 8o 70 6o 50 40 30 20 10 0 72 struction House Permits: mily Attached and Detached 95 61 4 58 6 5 44 2014 2015 2016 2017 MA 2019 2023 22 Single Family Detached 22 Single Family Attached units 44 35 2020 2021 2022 2023 online Permit Our online permits went live in August 2021. In 2022 we issued a total of 471 online permits. In 2023 we issued a total of 465 online permits; 36% of Total Permits Issued HOW IT WORKS: • They apply for their basic "over the counter" permits on our website. (permits that do not require a plan review) • They then receive an e-mail with a link for them to pay for their permit. • Once they pay, they receive another e-mail which has their permit attached. • Then their application and permit automatically gets filed into Laserfiche. Application Permit Rental Ordinance & Licensing Purpose: To maintain our current housing stock in a safe, healthy, and code compliant status. • Benefits property owners, renters, and the community • Rental Ordinance has been in place since 2007 • Continued efforts maintain a responsive and efficient program. 1. Rental Applications Received 600 500 399 400 358 300 200 100 494 486 68 434 446 40 4� 421 425 0 ■ ■ o 2011 2012 2013 2014 2015 2o16 2017 2018 2019 2020 2021 2022 2023 460 Properties with total of 1932 Rental Units Rental Fee Collected $70,000.00 $60,OOo.oO $58,565.00 $49,ozo.00 $49,600.00 $50,000.00 $47,645.00 $46,959•00 $45,235•00 $45,210.00 $45,500.00 $43,67i.00 $ $42,835.0044,110.00 $40,000.00 $38,850.00 . 0 . $30,000.00 $ 20, 000.00 $1O,000.00 $0.00 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 450 400 350 300 276 250 zoo 150 100 50 0 Single Family Home Rentals 343 313 358 349 EM 319 331 324 394 387 386 2012 2013 2014 2015 2o16 2017 2o18 2019 2020 2021 2022 2023 Number of Rental Inspections •In 2023 we performed a total of 1519 Rental Initial Inspections and Re -inspections combined for our odd addresses •A reminder that inspections are completed on an odd/even address basis year to year The City Adopts Codes and Zoning Policies to Protect the Health, Safety, and Quality of Life of Monticello Residents. Enforcement of these Regulations Results in a More Beautiful Community, Stable Neighborhoods, and a Safe, Secure, and Balanced Environment. NNW nn nnnn Vo Mow May City Council approved `No Mow May' in Monticello again for 2024. This approval suspends nuisance enforcement for grass lengths per City Ordinance 91.06 for the month of May. The goal of No Mow May is to allow grass to grow unmown for the month of May, creating habitat and forage for early season pollinators. Please note: if you plan on participating, enforcement will resume June 1 and all lawns must be maintained. For more information visit our website at www.ci.monticello.mn.us/541 HOW TO HELP OUR12MM000 NO MOW MAY vQP°�M'S �NBE 0 p`g� / CITY OF Monticello PLANT BEE FLOWERS/ NATIVE PLANTS pFS BFF. FR�� pF •11111111111 [are I N Is SPRING NUISANCE REMINDERS THE EXTERIOR OF RESIDENTIAL PROPERTIES MUST BE FREE OF THE FOLLOWING JUNK VEHICLES AM makk Ij r. ,. , fOR MORE INFORMATION VISIT OUR WEBSITE: WWW.CI.MONTICELLO MN.US/348/NUISANCE-BLIGHTS SPRING NUISANCE REMINDERS THE EXTERIOR OF RESIDENTIAL PROPERTIES MUST BE FREE OF THE FOLLOWING NON -TRASH ITEMS ,, I� FOR MORE INFORMATION VISIT OUR WEBSITE: W WW.CI.MONTICELLO MN US/348/NUISANCE-BLIGHTS SPRING NUISANCE REMINDERS THE EXTERIOR OF RESIDENTIAL PROPERTIES MUST BE FREE OF THE FOLLOWING: VEGETATION •r FOR MORE INFORMATION VISIT OUR WEBSITE: WWW.CI.MON7ICfLLO.MN.US/348/NUISANCE•BLIGHTS Public Nuisance Since the transition to a complaint -only -basis, generally fewer violations cited. In the last few years, the property maintenance concerns have been increasing. 700 600 500 400 300 200 100 0 623 505 142 225 2010 2011 2012 2013 2014 2015 2o16 2017 2o18 2019 2020 2021 2022 2023 Number of Blights Mowed by Contractor In 2010 and 2011 the numbers were higher because the City conducted a "sweep" every spring. "REPORT A PROBLEM" ONLINE NUISANCE REPORTING Added "Report a Problem" on our website for residents to register concerns Located on main page of website (� CP Monticello, MN I Official Website X + �j n https://www.ci.monticello.mn.us A" �} ..68WWr:% 0 C : C 01�b (D 0 0 Agendas & Minutes City Employment Online Payments Report a Problem Licenses & Permits Projects Latest News - 0 x q Help You? 911 O R STAY UP TO DATE WITH MONTICELLO G select Language v) -- https://www.ci.monticello.mn.us/forms.aspx?fid=62 Go gk Translate v Ell C7 Forms • Report a PrcL•lem x + httpsJjwww.ci.monticello.mn.us/forms.aspx?fid=62 Report a Problem The City of Monticello's Report a Problem Form will help us identify a problem in your area — and respond as soon as possible. Should a problem require urgent attention, please call us immediately If this is an emergency, please call 911 Otherwise, call (763) 295-2711 Report a Problem - Select a Request Category Cl Animal Control D Cemetery D City Compost Facility O Code Enforcement Complaint D Debris Trees/Branches D Graffiti and/or Vandalism D My Neighbor's Yard CI My Trees/Branches D Parks & Playgrounds O Potential Diseased Tree D Report a Pothole D Sidewalks & Pathways O Snow Removal D Streetlights D Street Sign O Traffic Signal D Water Curb Stop D Other Do you have a photo? If able. please add a photo. It helps us to better identify your request, plus we can often pull your location from the photo. Choose File I No file chosen Convert to PDF? (DOC, DOCX, XLS, XLSX, TXT) Please answer the following questions. Details - what is the description the problem? Please be as detailed as possible a x H Liu 1), Ell �= rp o -v 4 Vebsite Sign In q How Can We Help You? Q I GSelect Language v I {° Go- -gee Translate • 2023 Noteworthy Projects I Completed V, Sunny Days — Completed 7,000 SF Suburban Manufacturing Addition — Completed 21,400 SF Take 5 Carwash— Completed/ Closed West Metro Ophthalmology with North Risk Partners tenant Completed wt -' a Kwik Trip —Completed 500 SF addition and Remodel, and new tanks/canopy installation Block 52 — Mostly complete Broadway side tenant buildout underway ....,. Tr 2022m2O23 Noteworthy Projects - Wiha Tools - Completed il IF a J Scooters Coffee Savanna Vista � I _ (2) 100 unit r, Apartment _-.� .l�- � � - buildings - "- Savanna Vista Clubhouse NEW NEIGHBORHOODS UNDER CONSTRUCTION Haven Ridge 2"d Addn 59 lots total 10 lots permitted to date Stony Brook Village 28 lots total -_fw--- For sale Country Club 2nd — Senior Living 60 units 22 permits issued in 2023 <-- then and now 4 NEW NEIGHBORHOODS I UNDER CONSTRUCTION �. Edmonson Ridge Addition 54 Single Family Lots 21 permits issued 20 Lots available Featherstone 5t" Addition 27 Single Family Lots 27 permits issued Complete Featherstone 6t" Addition 21 Single Family Lots � No more lots available Fire Inspection Program Building Inspections by Classification • High Hazard —Every Year •Moderate Hazard =Every Other Year • Low Hazard =Every Three Years • Light Hazard =Every Four Years ANT 1 C E<< e��o 7 A QUE Feel free to stop in or call us at (763) 295-3060 Planning Commission Agenda—06/02/24 413. Community Development Director's Report Council Action on/related to Commission Recommendations • Continued —Consideration of an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.046 Overlay Zoning Districts, Adopting the updated Flood Hazard Determination including Flood Insurance Study and Flood Insurance Rate Maps for the City of Monticello as part of the Official Zoning Map and the subject Zoning Ordinance Section herein. Applicant: City of Monticello Approved on the City Council consent agenda on May 13, 2024. Will be forwarded to DNR and FEMA following full publication of ordinance. • Consideration of a Request for a Conditional Use Permit for Accessory Structures Exceeding 1,200 Square Feet in the R-1, Single -Family Residential District. Applicant: Ben Holland Approved on the City Council consent agenda on May 28, 2024. • Consideration of a Request for an Amendment to a Conditional Use Permit for Electric Vehicle Charging Stations as an Accessory Use in the B-3, Highway Business District. Applicant: Doug Walkup Approved on the City Council consent agenda on May 28, 2024. • Consideration of a Request for an Amendment to a Conditional Use Permit for Planned Unit Development for a Restaurant as a Principal Use and Drive -Through Services as an Accessory Use in the B-4, Regional Business District. Applicant: Westwood Professional Services Approved on the City Council consent agenda on May 28, 2024. Rental Connections Update The first Rental Connections meeting took place on May 15th, 2024. Rental Connections brings together property managers and/or owners of our local apartment complexes with other partners, such as representatives from the Wright County Sheriff's Office, Fire Department, and Wright County Community Action. The attendance at the first meeting was positive, with over a dozen representatives present on behalf of multi -family properties. The focus of the first meeting was to introduce the Rental Connections program, develop familiarity with the properties themselves, and present available City resources. Through these meetings, we hope to achieve two goals. The first is to increase information sharing on existing City programs of benefit to the apartments, including the rental licensing program and fire inspection program. The second is to talk with the apartment management team about ways to build communication with tenants. Planning Commission Agenda—06/02/24 Increasing communication opportunities with our rental residents is a great way to build relationships and help them feel more connected to our community. Housing Workshop A date for the rescheduled Housing Workshop has been set for Monday, June 24h. Members of the City Council, Economic Development, and Planning Commission are all invited to attend. Board members are encouraged to review the 2023 Housing Needs & Market Demand report prior to the meeting. A reminder to please complete and return the attached worksheet by June 15. Development Status Current status update through May is attached. MONTICELLO DEVELOPMENT PROJECTS Concept Projects Mastercraft Outdoors PUD Project Type Industrial Address/Location Description 1.46 acre vacant lot long the West side of Fallon Ave NE between Washburn Concept Stage review for a planned unit development of a vacant site foran Industrial Computer Group and Norland Truck Sales Service use Review Date & Info Reviewed on 1/2/2024 Progress Report Post Concept Stage PUD, Pre -Development Stage PUD Application Submittal Haven Ridge West Residential Nearthe Southeastcornerof85th Street NEand Fallon Ave NE,Also Southof 85th Street NE between Eislele Ave NE and Edmonson Ave NE Concept Stage review for a planned unit development for a 298-unit residential development with various lot sizes and townhome section Reviewed on 3/4/2024 Post Concept Stage PUD, Pre -Development Stage PUD Application Submittal Projr.V Commercial/Light Industrial 88 acres parcel bounded by The Meadows to the North, Highway 25 to the West, 85th Street NE to the South, and the Featherston Residential neighbohood to the East Concept Stage review fora planned unit development fora multi -phase Medical Office Concept roughly 25acrel with ,unit t mentor to -phase cal follow. B.ildigs on roug y subsequent p private development Reviewed on 3/25/2024 Port Concept Stage PU D,Pre-Development Stage PUD Application Submittal 6321E. Broadway Street bound by Interstate 94 to the North and East Concept Stage PU D fora 76-room hotel, 15,000 square -foot event center, 6,8W square -foot Broadway Plaza PUD Commercial Broadway Street to the South restaurant, and a 6,000 square foot post frame building. Reviewed on 4/2/2024 Post Concept Stage PU D,Pre-Development Stage P UD Application Submittal Concept Plan for construction of a 98-room hotel and restaurant in the northern "Populus" Post Pointe, at Cedar Concept Plan Submittal Review Meeting, Pre- GoodNeighbor- Pointes at Cedar Development Commercial Along south side of Chelsea Road directly north of Deephaven Apartments biome of the Pointes at Cedar District Reviewed on 4/8/2024 Development Stage Permit Application Submittal Preliminary&Final Plat of Cedar Street Storage,D..& Final Stage PUD for expansion of Planning Commission Public StorageLink (Dundas Site)PUD and Plat Commercial 36 Dundas Road (Southeast corner of Dundas Road and Cedar Street) permanent storage area Hearing on 6/4/2024 Application submitted. Conditional Use Permit Request for Wrecker &Towing Service as a Principal Use in the B-3, Planning Commission Public Bob's Towing Conditional Use Permit Commercial 219 Sandberg Road Highway Business District Hearing on 6/4/2024 Application submitted. Ir Savanna Vista Apartments Residential Southeast area of The Pointes at Cedar 2100 unit multi -family apartments 12/13/2021 Under Construction- First Building Ant. Complete in Summer Twin Pines Apartments Residential South Side of School Blvd. East of Wal-Mart 96 multi -family unit apartment building 2 28 2022 yet to Break Ground/Received Plat E#. on 1/22/24 Block 52 Redevelopment Milted -Use NE Corner of Highway 25 and Broadway St 87 multi -family units with rougly 30,000 sq ft of 1A floor commercial 7 11 2022 Received Temporary CO/Residemal Units Being Rented Featherstone 6th Addition Residential North of 85th St NE and West of Highway 25 21 Single-family lots with commercially guided outlots for future development 4 25 2022 Under Construction (Last New Const. Permit Pulled) Haven Ridge 2nd Addition Residential South of Farmstead Ave and West of Fallon Ave NE 59 Single -Family Lot Development Reapproved 8/28/2023 Site Grading Commenced (Building Permits Being Issued) Headwaters West Development Residential Along South side of 7th St W between Elm St and Golf Course Rd 82 Twinhomes Senior 55+Development 4 22 2024 Under Construction Sunny Days Therapy Commercial Along South side of 7th St E West of Old McDonald's Location Development of an Occupational Child Therapy Facility 812212022 Completed - Ribbon Cutting was held on 11/16/2023 Ca m ping W. rid Commercial 3801 Chelsea Rd Installation of an attached paint booth(1,100 sq ft) 8222022 Nearing Completion Wiha Tools USA Industrial Along South Side of 7th St E across from Wright St and Ramsey St New construction light manufacturing(72,540 sq ft) 11/28/2022 Completed- Ribbon Cutting on 4/9/2024 Scooter's Coffee Commercial 1007th St W. New Construction of Drive -Through Coffee Shop 1z32023 Completed Deephaven 3(Lot 2) Commercial Southeast corner of Cedar St and Chelsea Rd New Construction of a Clinic/Medical Service Facility(10,000 sq ft) N/A (Permitted Use) Nearing Completion Jimmy Johns/Baskin Robbins Commercial Southeast Corner of Oakwood Drive E and Cedar Street New Construction of Quick Service Restaurant with Drive Through Service 12z2024 Not Started Big River Vacant property north of Chelsea Rd, south of Interstate 94, and west of PUD for New Construction of two commercial lots for a quick -service restaurant and Commercial Fenning Avenue a coffee shop, with 6 lots platted for subsequent commercial development. 482024 Not Started New Construction of a Pa—. Bread Location (Restaurant and Drive -through service) in the Panes Bread Commercial Vaunt Lot west of Ma[[ress Firm/AT&T )oration on E. ][h Street Not Started B-4, Regional Business District 5 28 2024 Holiday Store EV Charging Stations Commercial 110 Oakwood Drive E. Installation of up to 12 Elettric Vehicle Charging Stations in Lot behind Building 5282024 Not Started volunteer recognition 27 As a BIG THANK YOU... City of Monticello volunteers and their families are invited to join us for a picnic at Ellison Park Log Shelter! Rain or Shine (In case of rain the picnic will be moved indoors to the Community Center) Please RSVP with number attending to HR@ci.monticello.mn.us by June 24th. CITY OF Monticello