Loading...
HomeMy WebLinkAbout2021-07-15 DTPC Packet1 cSt.,.wa,fer THE B I R T H P L A C E O F M I N N E S OT A DOWNTOWN PARKING COMMISSION July 15th, 2021 REGULAR MEETING 8:30 A.M. I. CALL TO ORDER II. ROLL CALL III. ELECTION OF OFFICERS IV. APPROVAL OF MINUTES 1. Possible approval of the June 29th, 2021 special meeting minutes V. OPEN FORUM - The Open Forum is a portion of the Commission meeting to address subjects which are not a part of the meeting agenda. The Chairperson may reply at the time of the statement or may give direction to staff regarding investigation of the concerns expressed. Out of respect for others in attendance, please limit your comments to 5 minutes or less. VI. UNFINISHED BUSINESS 2. Consideration of a parking mitigation plan for a proposed residential apartment building to be located at 107 3rd St N. 3. Parking Mitigation Policy Council Direction — Materials attached 4. Work Plan Adoption —Materials attached VII. NEW BUSINESS 5. Consider Public Safety Request to Modify Loading Zone Restrictions at 126 Second Street South. VIII. DISCUSSION 6. Receive Public Comment Regarding Pay Lots in Downtown IX. FYI — STAFF UPDATES 7. Boards and Commissions Picnic Flyer X. ADJOURNMENT i 1 1\‘' ate': 1IE NIRTNELOCE Of MINNESOTA DOWNTOWN PARKING COMMISSION MEETING June 29, 2021 Chair McAllister called the meeting to order at 7:00 p.m. Present: Absent: Staff present: Chair McAllister, Commissioners Anderson, Hopfe, LePage, Council Liaison Junker Commissioner Glynn City Planner Wittman, Zoning Administrator Tait, Community Development Director Gladhill APPROVAL OF MINUTES Possible approval of minutes of May 20, 2021 meeting Motion by Commissioner Anderson, seconded by Commissioner Hopfe, to approve the May 20, 2021 meeting minutes. All in favor. Possible approval of minutes of May 11, 2021 special meeting Motion by Commissioner Anderson, seconded by Chair McAllister, to approve the May 11, 2021 special meeting minutes. All in favor. OPEN FORUM There were no public comments. UNFINISHED BUSINESS There was no unfinished business. NEW BUSINESS 107 3rd St N Proposed new residential apartment building project City Planner Wittman explained that Landucci Homes would like to construct a 42-unit apartment complex at 107 3rd Street North. The development will span the property line with 110 Myrtle Street East, retaining the existing single family residence on that site. The existing single family home will retain its attached two -car garage. So, for the purposes of Downtown Parking Commission consideration, that structure's parking is not included in this parking mitigation discussion. The developer is proposing to construct 32 underground spaces and two uncovered spaces outside of the building. The reconfiguration of the site will result in a loss of six parking spaces in Municipal Parking Lot 13. These spaces, however, are not located wholly on public land. The reconfiguration will remove the southern -most access drive. A traffic study is being prepared. With the one-way in/out, it is anticipated three additional spaces could be added to the southerly parking stalls. When the City's municipal parking ramp was constructed, the City entered a development agreement with Trinity Lutheran Church (then owner of 107 3rd Street North) and 102 Second LLC (the Lowell Inn). As part of that agreement, the City credited Trinity Lutheran Church with 40 parking spaces for future Downtown Parking Commission Meeting June 29, 2021 development of the 107 3rd Street North property for commercial uses. In 2017 the City Council approved a transfer of these credits from Trinity Lutheran Church to the current property owner, Browns Creek West LLC, to construct no greater than 12 units on the site. That project was never constructed. The current developer is requesting re -assignment of the 40 stall parking ramp credit. They are requesting the Downtown Parking Commission's recommendation regarding: 1) a Variance or mitigation of 45 required parking spaces; 2) a Variance of the 10 covered parking space requirement; and 3) Assignment of the 40-space credit currently assigned to Browns Creek West LLC. Staff would not recommend a variance to the City Code as there is no justification for granting one; the requirements could be met if the total number of units were reduced. Staff believes any ratio less than 1.5 parking spaces per unit provided on site is shortsighted. Nathan Landucci, applicant, reiterated that they can provide 32 parking spaces underground plus two outdoors. They figured the three parking spots in the current driveway to the house would be captured in the public space, so the 34 plus the 3 and then the 40 space credit equals 77. That was their math coming up with the unit count. Councilmember Junker asked if it was assumed that 40 spaces would be used in the parking garage. Mr. Landucci said yes, that was his assumption because every time he drives through the parking ramp it seems empty. When he learned 40 spots were grandfathered in, he thought that would count toward the parking requirement. After talking with City Planner Wittman today, he devised a new plan for a car stacking system called multi -parking which automatically shifts the cars like a vending machine. With this type of system, he can gain 7 more spaces, meaning essentially he would have 42 spaces on site. The cost for the automated system is about $25,000 per space plus some annual maintenance costs. It uses relatively low power and is very efficient. This system would be an amenity for residents. Councilmember Junker asked about the demographics and range of rent. Mr. Landucci responded that rents for the one bedroom and alcoves will be around $1,550- 1,600/month and the two bedroom units will rent for around $2,200. He added that even in Stillwater, not everyone has a car or wants a car. Renters generally have fewer cars than condo owners. Councilmember Junker commented that people who will pay $1,600-2,200 rent will have cars. Stillwater is definitely suburban, not urban. Mr. Landucci responded that more people are using Uber and other ride shares. In the next few years he may consider having a couple cars owned by the development that could be rented by the hour. Commissioner Anderson noted that the DTPC has been very firm that developers must take care of their parking needs. Those 40 cars will float around where? The City can only allow so many resident parking permits in the ramp and there are only so many on -street parking spaces. Councilmember Junker remarked, with the 200 Chestnut development 39 space deficit and the 40 spaces for this building, that will mean 80 cars within a block that have nowhere to go. In the Mills, Terra Springs, and Lofts condos downtown, there are 346 units. Those three condo developments have provided 761 on site spaces equating to 2.12, almost 2.2 spaces per unit that put absolutely no parking burden on downtown Stillwater. Now the City is looking at 100 new units between the two developments and being 80 spaces short - it's a big deal. Commissioner Hopfe added that the location at the top of a hill means walking up and down hills, especially difficult in winter. Representatives from the senior housing building have often asked for more space in the ramp, which cannot be given because of the ramp construction agreement. Page 2 of 6 Downtown Parking Commission Meeting June 29, 2021 Mr. Landucci said he wants to make sure there is enough parking because otherwise he will not be able to rent the units. But he is seeing more and more rental units where one car per unit is enough. People are working at home more. He does not want to build in parking that is not needed. Commissioner Anderson said if 77 was the target number and Mr. Landucci was proposing numbers in the 60s, the DTPC could have that conversation. But he proposing fewer than one space per unit. Mr. Landucci said he can change the parking numbers on the fly. He added four stalls that gained a net seven spaces. That can be replicated in other parts of the lot. The total requirement is 63, plus the 14 guests equals 77. He would hope the guest parking wouldn't have to be indoors. Councilmember Junker pointed out in his condo building, the rents vary from $2,000 to $3,500. Two parking spaces per unit are absolutely full. Even at $1,600 rent for one bedroom units there will probably be two people living there, with two cars. Chairwoman McAllister said downtown Stillwater has little experience with this type of housing, so it's unknown how these high end rental units will be utilized. Stillwater is unique and walkable and it's possible to live without a car, yet most people who live here work elsewhere. Guest parking may be able to be mitigated but she feels the DTPC should uphold the requirement that any new development needs to take care of all its parking on site. Mr. Landucci asked if the DTPC has any flexibility to reduce the 1.5 space ratio. Commissioner Anderson asked what each space costs. Mr. Landucci replied a normal parking space costs $17,000. The automated system costs $25,000 per space in addition to the $17,000. For 11 spaces the automated system is a $300,000 proposition. Councilmember Junker stated the Myrtle/Third Street intersection is the biggest artery coming into downtown Stillwater. He feels this is literally creating a monster on the corner of Third and Myrtle where cars are going to be parking anywhere they can. He added it is almost impossible to get an Uber in Stillwater. Commissioner Anderson added that with the potential expansion of Trinity Church, that corner will only get busier. Mr. Landucci again asked if the DTPC is willing to mitigate the 14 guest spaces. He also asked if they would consider the 40 grandfathered spaces to include the 14 guest spaces. Chair McAllister replied that allowing guest spaces to be mitigated would be consistent with previous decisions but until it is clear that the development can accommodate all resident parking on site, that is a moot point. Mr. Landucci asked if he would have to pay a parking mitigation fee. Commissioner Anderson replied $20,000 per space under current policy. Mr. Landucci asked if the 40 grandfathered spaces have any value to this use. Councilmember Junker said that is a good question. That 40 space credit doesn't do anything from the standpoint of physically providing any parking. Ms. Wittman noted if the Commission sticks to the 1.5 per unit ratio, Mr. Landucci's development does not meet that. There may have to be a reduction in units, which would mean a reduction in guest parking requirements. Mr. Landucci said under another scenario, he can get 63 spaces indoors by expanding the stacking system. This would meet the 1.5 total resident spaces required, but if he spends a million dollars on the stacking machines to accommodate 63 cars, he can't also pay $20,000 each for 14 guest spots. The 14 guest spots will not be used all the time - maybe 3-4 on average will be used. He asked, if he can get Page 3 of 6 Downtown Parking Commission Meeting June 29, 2021 the 1.5 resident spaces underground, would the Commission consider absorbing the 14 guest spaces in the system via the grandfather agreement? There is a limit to the cost he can endure before the project is no longer viable. Ms. Wittman noted aerials show the top of the ramp is typically empty. The City cannot allow for additional resident parking in the ramp, but there may be capacity there for the guest parking. Chair McAllister pointed out they would not be able to park in the ramp overnight so it's not a solution for guest parking. There are only 25 resident permits in the ramp. Commissioner Hopfe added that in the winter there would only be half as much on -street parking, due to odd/even parking. Mr. Landucci said he hopes that 40 spaces grandfathered in is worth something. Chair McAllister summarized the Commission has tried to convey that the development must meet all residential parking requirements on site. The Commission would be happy to discuss it again if Mr. Landucci does further planning related to mitigation and guest parking. Community Development Director Gladhill recognized that staff needs to work with the developer on potential options. Ms. Wittman added the proposal is within the 60 day timeframe, which also can be extended. Motion by Commissioner McAllister, seconded by Commissioner Anderson, to table the request for additional information. All in favor. 200 E Chestnut On -street parking closure during construction Zoning Administrator Tait explained that the developer of 200 Chestnut Street East requested an analysis of what it would cost to reserve 20 on -street parking stalls for the use and storage of construction equipment for an estimated duration of 13 months. The DTPC is being asked to provide a recommendation to the City Council regarding the fee. City staff calculated that it would cost $45,660.00 to use 20 on -street parking stalls surrounding the building site for 13 months. Councilmember Junker said the construction workers' vehicles also should be considered. The City made the work force of the Laura and the Crosby buy passes for their vehicles. Also, keep in mind that people from several businesses park on that site right now - they will all be displaced by construction. Chair McAllister summarized that the Commission is not recommending a reduction in cost but that the Council consider requiring the purchase of parking permits for not only the project workers but also for people who they're taking spots away from. Motion by Chair McAllister, seconded by Commissioner LePage, to recommend that the City charge the base fee and not offer a reduced fee, for a total of 13 months, $45,660 for 20 spaces. All in favor. DISCUSSION Survey Councilmember Junker shared that he received a parking survey with a QR code when he parked his car in Hudson last weekend. This may be a clever way to get input. FYI STAFF UPDATES There were no staff updates. ADJOURNMENT Chair McAllister adjourned the meeting at 8:09 p.m. Page 4 of 6 Downtown Parking Commission Meeting June 29, 2021 Heidi McAllister, Chair ATTEST: Beth Wolf, City Clerk Page 5 of 6 iliwater THE B{ R T H P L A I; E OF MINNF PLANNING REPORT TO: Downtown Parking Commission MEETING DATE: July 15, 2021 APPLICANT: Nathan Landucci, Landucci Homes CASE NO.: 2021-38 LANDOWNER: Browns Creek West LLC Mark and Catherine Balay REQUEST: Parking plan recommendation for Landucci Home's 42-unit, multiple - family residential project LOCATION: 107 3rd Street North 110 Myrtle Street East ZONING: CBD, Central Business District REPORT BY: Abbi Jo Wittman, City Planner INTRODUCTION Landucci Homes would like to construct a 391-unit apartment complex at 107 3rd Street North. The development will span the property line with 110 Myrtle Street East, retaining the existing single family residence on that site. The existing single family home will retain its attached, two -car garage. So, for the purposes of Downtown Parking Commission consideration, that structure's parking is not included in this parking mitigation discussion. The Downtown Parking Commission was introduced to this development at their special meeting held on June 29, 2021. At that time, the development was short of the required parking; the developer was requesting the Commission consider waiving a significant number of required spaces in light of a potential 40-space waiver transfer assigned to the current land owner. Just prior to the Commission's special meeting, the developer introduced the KLAUS Multiparking vending system to staff. In the Commission's meeting, the Commission tabled the item advising the developer to meet all required parking onsite. Product data sheets for the two vending systems have been included for Commission reference. SPECIFIC REQUEST Landucci Homes is requesting the Downtown Parking Commission's recommendation regarding: 1 The applicant has reduced the request by three units. Case no. 2021-38 Page 2 1. The proposed parking plan; 2. Mitigation of 35 required resident parking spaces; and 3. Variance of 13 required guest parking spaces; and 4. Assignment of the 40-space credit currently assigned to Browns Creek West LLC. ANALYSIS A breakdown of the code requirements are as follows: Code Requirement Required Proposed Multiple Family Dwelling 1.5 spaces per unit, 1 of which is covered, and 1 space for every three 3 units for guest parking 72 (59 resident and 13 guest) spaces, 39 of which are covered 59: • 4 outdoors • 20 indoor surface • 35 indoor vending (in 13 spaces) The developer is proposing to construct four (4) uncovered, tandem spaces outside of the building at the entrance to the garage, 20 underground spaces, and an additional 35 spaces in two different KLAUS Multiparking machines. Therefore, 24 spaces are `standard', 35 are requested to be approved utilizing alternative provisions, and 13 are requested to be waived. The use of the KLAUS Multiparking systems have not been vetted by City staff. While research shows these have been utilized in high -density locations on both coasts, no examples of local/regional application have been given. More concerning is that nearly 2/3 of the required parking proposed to be accommodated through the vending system though no specific details of how the systems will be constructed to make up the 35 spaces proposed. Additionally, while all standard interior and exterior spaces conform to the minimum, 9x18'space size requirement, certain models of each of the KLAUS systems do not; some model widths are reduced to as low as 7.5'. POSSIBLE ACTIONS The Downtown Parking Commission has the following options: A. Recommend the City Council act on the requested variance, mitigation and/or assignment with or without conditions. B. Deny, in whole or in part, the requested variance/mitigation. With a denial, findings of fact supporting the decision must be provided. C. Table the request for additional information. FINDINGS AND RECOMMENDATION Overall, the ability to put new residences in the downtown area is proving to be more challenging than it has been in the past. A significant factor to this rests in the fact developers are choosing to not comply with the City's parking regulations and requesting consideration of alternative plans. While it is true downtown Stillwater is a higher -density urban area, it is not Case no. 2021-38 Page 3 well connected to the local or regional transportation systems, thus downtown residents are more likely to have cars than other areas of higher density. Requiring anything less than one to 1.5 conforming parking spaces per unit in this location is shortsighted. A combination of factors associated with this development poses a risk to the City. While the vending system quite likely could work, it is accounts for 2/3 of the required resident parking. The 35 spaces able to be developed with the use of the KLAUS Multiparking systems is located in the place of 13 surface spaces. In the event components of the vending systems fail, up to 35 additional vehicles (in addition to the guest parking) would be pushed onto the public system. As permit lots in the public system are quite a distance (and elevation) from the subject property, pressure could be placed on the 3rd Street North corridor. Additionally, City Code does not specifically note this as an allowable parking strategy for off-street (onsite) parking. Based on the information provided, staff would not recommend allowing the KLAUS Multiparking systems to meet the requirements for onsite parking. While the site does have a 40-space credit associated with it, residential use was not contemplated for this site at the time of credit consideration. As the 40 stall credit does not grant the developer any rights to any portion of the public parking system; this is a variance. Staff would not recommend a transfer of the 40-space credit/variance as there is no justification for it; the requirements for guest parking could be met if the total number of units were reduced. The Commission should discuss parking plan, alternative provisions for mitigation of 35 parking spaces, and the 13 space guest variance and then take action. Staff recommends the Commission recommend that the City Council deny the current parking plan and invite the Developer to resubmit a plan that complies with City Code. If the Commission is confident that it will not recommend a project that does not account for parking on site, it should make that recommendation rather than tabling and continuing to work through that alternative. Note: the project is subject to Minnesota Statutes Chapter 15.99, 60 Day Rule, requiring that the City take formal action within that timeframe. Alternatively, the Developer/Applicant could authorize an additional 60 Day Extension (in writing) to continue to work on a compromise. Attachments: Site Location Map Narrative Request Site Plan Parking Plan KLAUS Multiparking 2072i Data Sheet KLAUS Multiparking 6300 Data Sheet cc: Nathan Landucci Mary Balay Jon Whitcomb k , -- • ' 251 I / N _ --, \ mol r rr , ik 304,'", •••••••z. e,pa1/4 4 . „, * 7 - ir ,...k ' 231 231 0 .. •' . 21 \N 223 it 'it 4 NV r 1\ \, • - ..r, * .....A . Ito9 ,.....- s pw,i,, • , - A, ••- 4, . • 1 0. ,,,,,, •,., -f The 1 Birthplace I (water of Minnesota IAN_ -7.70 , -:::k ' 1. r214 1 ,. _ v's. "; /‘1 -4.„,45.- 741' \ • 10 \''''' 1 . \ -. NI •, ' - 2Q0 204 , ,*3 (5 — ‘ ' ' ' ), . t \ 115 1 cC\ s . ....A 107 ...• , ,\ 102 4 201 1 * 102 •:\ , • . 130 • s , % -, • i, , - s / /I 03 I le .'.. • lo . 106 , I, . \'.4., .408 ,, '` 113 ,,, -\' ••• t- . Site Location 103 3rd St 110 Myrtle St 0 100 200 N E 400 Feet I -A % ", , , 1S Ili o' \ , General Site Location * ' . Vlagamisk*PJ,VIIT , . • -• ' ....., 10, 1 132 ....---.' 106 1100602 tI 2. 2. 4.. . T4 k0\ 118 720 * V •wl'Illill111111111N-wd.,, iplMamPm-.riimlPkP 4411 11.111.111111i1 i.1it—tNmwM oll. i14'. _IN Imm-A• ri.l1 i„' mFiil•l:.1A7.3ii=1 iokio,. lltei lli-iviP. _N1•1. 7C/• 1IS\ I.\ \ , • ' \ 116 ---- C. ....0, ••,-10."" ' % _ .. ......- "IA , \ 1 / * 2II1I M- M tIvw•=111'e-41 — MEM b .../.- A 0 / I :I 04 it v. •• .... - . -.A •-e' --1.1,,,,,_ irim. .... NW ty II Einumem \ . • _ --- --A „, ..-. f;:r '''' 107 23 -1- 1 WM • M . .. 04 • .. A •••\ --t -rt ' ....El.w, P.. F. Mar '''' I .1, i PI ' . k..4-. . , .1 236 23 it IN ....!1;"vi'l % I i F: pol..' LUNN '41.%iiieklumil, , --,,. --- .... la , l'-s, 275 . \ 1. • . ' Plar '.1.— 1.1111Lialfilliric;" . . ir re, €.41111E1M .---ii Mlle' i. I RI" -i- - 6;:m __ Abbi Wittman From: Nathan Landucci <landucnl@gmail.com> Sent: Thursday, July 8, 2021 1:58 PM To: Abbi Wittman Subject: Fwd: FW: Revisions Attachments: 42 Unit Apartment_Stillwater New -AO Garage.pdf [CAUTION] *** This email originated from outside the organization. *** Do not click links or open attachments unless you recognize the sender and know the content is safe. Hey Abbi see the attached parking layout. The PDF says 42 units but it's actually reduced to 39 apartment units now that we are proposing. 39x1.5 = 58.5. Rounded to 59 59 spaces needed onsite minus 37 spaces on site means that we need another 22 spaces. The 22 spaces is confirmed viable from Klaus Multiparking. This means 13 spaces would be taken up with the system. So out of the 59 spaces we have on site: 4 outside 20 normal stalls 35 in the KLAUS Multiparking Machine (uses 13 stalls) Thanks, Nathan Landucci 651-894-2582 Get Outlook for iOS Nathan Landucci Landucci Homes, Inc. 651-894-2582 www.landuccihomes.com i REBUILD RETAINING WALL AS NEEDED REFER TO STRUCTURAL ENGINEER PROPOSED PROPERTY PURCHASE FROM CITY ADD (3) PARKING SPACES AND UPDATE SIDEWALK 107 3RD STREET NORTH, STILLWATER 4931 W. 35TH ST.. #200 ST. LOUIS PARK. MN 55416 Office: 612.615.0060 www.CNilSiteGroup.com 5 RECONSTRUCT DRIVEWAY INCLUDE CROSS ACCESS ESMT. • REBUILD RETAINING WALL AS NEEDED REFER TO STRUCTURAL ENGINEER Project NJmber: Issue Date: 21043 05/28/2021 Revision Number: Revision Date: 30'-0" SITE PLAN OPT 1 KLAUS Multiparking America Inc. TrendVario 6300 (1 Systems) Pit Depth 6'6 64 " Ceiling Height per customer: 15' Ceiling Height needed : 14' 9 a " Car height per floor Upper Floor (UF) : 7' 0 4" Ground Floor (GF) : 6' 11" Lower Floor (LF) : 5' 8 64" With integrated full height Vertical Gates LP240/Platformwidth: 7'10 a" MuliBase 2072i -195 (2 Systems) Pit Depth 6'4 64 " Ceiling Height per customer: 15' Ceiling Height needed : 13' 7 sa " Car height per floor Upper Floor (UF) : 7' 0 64 " Lower Floor (LF) : 5' 10 sa ix 2072i LP250 /PW 8'2 64 " 1x 2072i LP480 /PW 15'8 sz" KLAUS Parking Spaces - Block A: 6 - System B: 29 KLAUS Multiparking Spaces: 35 ADA Parking Spaces: 2 Inside Parking Spaces:18 Outside Parking Spaces: 4 Total Parking Spaces : 59 171 12 13 15 • 5 72 a t 8 23 1 12,837 sf 37 Stalls 4111�///, I mow. 0 9- a 7 5 5 4 3 2 mod F ,III F Walk Fougopmr ff gret- Iiliif MYRTLE ST 6 34 35 5 7 PARKING LEVEL FLOOR 1 Bedroom FIRST FLOOR'. SECOND FLOOR THIRD FLOOR, 1 PENTHOUSE Badman idol TOTAL ie KLAUS [KE,Lauz) MultIparkIng America Inc. DRAWN a. C. Tlessen cxscHeo" NAME Onm 07/09/2021 SHEET NUMBER 1 KLAVS multiparking Product Data Dimensions, Technical Information and Performance Specification multibase 2072i CE 5720 6600 4400 El 4400 EB EB EB DB DB PARK & SMILE multiparkingusa.com KIAVZ multiparking Loading schedule Dimensional specifications & tolerances Overview of building design Vehicle data Overview of system types & ceiling Width dimensions Contents Symbols 2 Entrance inclination 8 Parking positions 2 Clearances for installations 8 2 Electrical installation 9 3 CE conformity 10 3 Technical information 11 heights 4 Performance specification 12 5 Performances provided by customer 13 Width dimensions with door 5 Right to technical changes reserved 13 Width dimensions without door 6 7 Symbols CE Platforms accessible horizontally. Maximum load per parking space in lbs. Upweights above 4,400 lbs possible with surcharge (see "Vehicle data", page 3). Disabled parking space Parking possible for persons with restricted mobility (see 'Disabled parking space", page 11) The quoted systems correspond to DIN EN 14010 and EU Machinery Directive 2006/42/EC. In addition, this system has undergone a voluntary conformity test by TON/ SOD. Parking positions Lower parking space The lower vehicle can enter or exit the parking space. Upper parking space 614 MAW The upper vehicle can enter or exit the parking space. Dimensional specifications & tolerances All structural dimensions are minimum finished dimensions. Tolerance for structural dimensions: +1.2/-0". Dimensions in inches (in). The tolerances specified in the German Construction Contract Procedures (VOB), Part C (DIN 18330 and 18331) as well as DIN 18202 must also be taken into account in order to adhere to the minimum finish dimensions. Product Data MultiBase 2072i 590.00.280 06/2021 English -US KIAVZ multiparking Overview of building design Building design without door 63" �17.8" Clearance ,Q For dividing walls: Wall opening: 4" x 4". • Equipotential bonding from the foundation ground connection to the system (provided by customer). Cl As per DIN EN 14010, the customer must apply a 4" wide gold and black marking as per DIN ISO 3864 at the edge of the pit in the entry area to mark the danger area. (see "Loading schedule" page 7). ® Grooves/concrete haunches are not possible at the transition from the pit floor and the walls. If grooves/concrete haunches are re- quired, then the system must be narrower or the pits wider. Building design with door Clearance for roller door AA3 ® Slope with water collection channel (see "Drainage" page 13). © • 204.7" for vehicles up to 196.9" in length • 212.6" for vehicles up to 204.8" in length Shorter designs possible upon request. Observe local regulations for parking space length! So that you can conveniently use your parking space and due to the ever increasing length of vehicles, we recommend a pit length of 212.6". QQ Clear height as per local regulations. Minimum largest possible ve- hicle height + 4". ® The customer must coordinate dimension Al, A2 and A3 with the door manufacturer. Vehicle data Design SP (single platform) = 2 vehicles DP (double platform) = 4 vehicles Parking options Production vehicles: Sedan, station wagon, SUV, and van as per clearance gauge and maximum parking space load. Weight Wheel load 4400 Ibs 5720 Ibs 6600 Ibs 1100 Ibs 1430 Ibs 1650 Ibs 4400 Ibs 5720 Ibs 1100lbs 14301bs tp Vehicle height (see "Overview of system types & ceiling heights" page 4) Q2 Vehicle length (see "Overview of building design" page 3) Clearance gauge 63" 111.8" Vehic e width of 74.9" with a platform width of 90.6". Wider platforms allow correspondingly wider vehicles to be parked. Product Data I MultiBase 2072i 1590.00.280 106/2021 I English -US 3 KIAVZ multiparking Overview of system types & ceiling heights 1- 0 /////////////// 2 [i A higher deck height allows correspondingly taller vehicles to be parked. Type GTH GTV 2072i-165 65.0" 67.0" 2072i-170 67.0" 68.9" 2072i-175 68.9" 70.9" 2072i-180 70.9" 72.9" 2072i-185 72.9" 74.9" 2072i-190 74.9" 76.8" 2072i-195 76.8" 78.8" 2072i-205 80.8" 82.7" 2072i-215 84.7" 86.7" 2072i-220 86.7" 88.6" 2072i-230 90.6" 92.6" Lower vehicle height H: Building height: GTV: pit depth, front GTH: pit depth, rear Upper vehicle height 59.1" 61.1" 63.0" 65.0" 67.0" 68.9" 70.9" 72.9" 74.9" 76.8" 78.8" 80.8" 82.7" 84.7" 59.0" 126.0 128.0 130.0 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 61.0" 128.0 130.0 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 63.0" 130.0 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 65.0" 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 67.0" 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 68.9" 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 70.9" 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 74.8" 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 78.7" 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 169.3 171.3 80.7" 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 169.3 171.3 173.3 84.6" 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 169.3 171.3 173.3 175.2 177.2 H - building height [inch (in)] Configuration example Example: Lower vehicle height of 63" & upper vehicle height of 74.9". Type: 2072i - 175 Building height: 145.7" Pr Type GTH GTV Lower vehicle height Upper vehicle height 59.1" 61.1" 63.0" 65.0" 67.0" 68.9" 70.9" 72.9" 74.9" 76.8" 78.8" 80.8" 82.7" 84.7" 2072i-165 65.0" 67.0" 59.1" 126.0 128.0 130.0 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 2072i-170 67.0" 68.9" 61.1" 128.0 130.0 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 68.9" 70.9" 63.0" 130.0 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.] 147.7 149.7 151.6 153.6 155.6 2072i-180 70.9" 72.9" 65.0" 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 x Product Data MultiBase 2072i 590.00.280 06/2021 English -US KIAVZ multiparking Width dimensions We recommend a platform width of at least 98.5" and driving lane widths of 256" to ensure convenient vehicle access to the multiparking system and easy entry into and exit from the vehicle. Narrower platforms can make parking more difficult, de- pending on the following criteria. • Driving lane width • Entry conditions • Vehicle dimensions CI Observe the minimum driving lane width speci- fied by local regulations! Width dimensions with door SP ■ EMr Single platform - SP Clear platform width 90.6" 94.5" 98.5" 102.4" 108.3" 137.8" I SP •• SP 11.9' B6 B6 11.9" Passage width B6 90.6" 94.5" 98.5" 102.4" 108.3" 137.8" Double platform - DP DP Clear plat- form width 181.2" 185.1" 189.0" 193.0" 196.9" 200.8" 204.8" 208.7" 212.6" 6" DP DP • 11.9" .. B6 B6 Passage width B6 181.2" 181.1" 189.0" 193.0" 196.9" 200.8" 204.8" 208.7" 212.6" 11.9" Q Door offset (customer must coordinate dimension A3 with the door manufacturer). Lateral closing doors require coordination between the door manufacturer and KLAUS Multiparking. CI Designed as disabled parking space Product Data I MultiBase 2072i 1590.00.280 106/2021 I English -US KIAVZ multiparking Width dimensions without door N +r � Q o Q Qw N SP DP Single platform - SP Double platform - DP Combination as example SP B1 E n I I E SP j SP i N CV E� B2 B3 min. 7.9" B4 .4 B5 4min.7.9" Clear plat- form width 90.6" 94.5" 98.5" 102.4" 106.3" 137.8" Q 181.2" 185.1" 189.0" 193.0" 196.9" 200.8" 204.8" 208.7" 212.6" 90.6" + 181.2" 94.5" + 185.1" 98.5" + 189.0" 98.5" + 196.9" 106.3" + 196.9" 106.3" + 200.8" 106.3" + 204.8" 106.3" + 208.7" 106.3" + 212.6" DP 1 B1 DP DP I m °• E . XCV E B2 B3 min. 7.9" B4 4 B5 4min. 7.9" Dividing walls B1 102.4" 106.3" 110.3" 114.2" 118.2" 149.7" 193.0" 196.9" 200.8" 204.8" 208.7" 212.6" 216.6" 220.5" 224.5" 295.3" 303.2" 311.1" 318.9" 326.8" 330.8" 334.7" 338.6" 342.6" Q Designed as disabled parking space SP j DP I I I I B1 I I E SP j DP j SP j DP j j X E. B2 B3 min. 7.9" I I I I SP j DP j SP j DP I I I I I I I I B4 B5 4min.7.9" -91 Support in the pit B2 B3 100.4" 104.4" 108.3" 112.3" 116.2" 147.7" 191.0" 194.9" 198.9" 202.8" 206.7" 210.7" 214.6" 218.6" 222.5" 293.4" 301.2" 309.1" 317.0" 324.9" 328.8" 332.7" 336.7" 340.6" 96.5" 100.4" 104.4" 108.3" 112.3" 143.8" 187.5" 191.0" 194.9" 198.9" 202.8" 206.7" 210.7" 214.6" 218.6" 289.4" 297.3" 305.2" 313.0" 320.9" 324.9" 328.8" 332.7" 336.7" -11 Support outside the pit B4 B5 98.5" 102.4" 106.3" 110.3" 114.2" 145.7" 189.0" 193.0" 196.9" 200.8" 204.8" 208.7" 212.6" 216.6" 220.5" 291.4" 299.3" 307.1" 315.0" 322.9" 326.8" 330.8" 334.7" 338.6" 94.5" 98.5" 102.4" 106.3" 110.3" 141.8" 185.1" 189.0" 193.0" 196.9" 200.8" 204.8" 208.7" 212.6" 216.6" 287.5" 295.3" 303.2" 311.1" 318.9" 322.9" 326.8" 330.8" 334.7" Product Data I MultiBase 2072i 1590.00.280 106/2021 I English -US KIAVZ multiparking Loading schedule The systems are doweled to the floor. The depth of the boreholes in the floor plate is approximately 6", and approximately 4.8" in the walls. Floor plates and walls below the level of the entrance must be made of concrete (concrete quality at least C20/25)! The dimensions for the bearing points have been rounded. If you need to know the exact position, please contact KLAUS Multiparking. • SP 3" 0B1 7 Q Width dimension B1 (see "Width dimensions without door" page 6) ® Marking as per DIN ISO 3864 (coloring of the marking corresponds to DIN ISO 3864) IParking space load 4,400 Ibs SP 5,720 Ibs 6,600 Ibs DP 4,400 Ibs 5,720 Ibs F1 1•1 +6,295 Ibf - 383 Ibf +8,094 lbf - 495 Ibf +9,442 lbf -540 Ibf +11,466 Ibf -1,507 Ibf +15,063 Ibf -1,934 Ibf +2,698 Ibf +3,373 Ibf +3,822 lbf +4,497 Ibf +5,846 Ibf ±225 Ibf ±293 Ibf ±338 Ibf ±360 Ibf ±473 Ibf II F4 ±180 Ibf ±225 Ibf ±270 Ibf ±585 Ibf ±765 Ibf 3" F5 F6 ±248 Ibf ±315 Ibf ±360 Ibf ±450 Ibf ±585 Ibf ±248 Ibf ±315 Ibf ±360 Ibf ±450 Ibf ±585 Ibf 1 B1 3" Type 2072i-165 2072i-170 2072i-175 2072i-180 2072i-185 2072i-190 2072i-195 2072i-205 2072i-215 2072i-220 2072i-230 H1 82.7" 84.7" 86.7" 88.6" 90.6" 92.6" 94.5" 98.5" 102.4" 104.4" 108.3" Product Data I MultiBase 2072i 1590.00.280 106/2021 I English -US 7 KIAVZ multiparking Entrance inclination The maximum entry inclinations specified in the sketch must not be exceeded. An incorrect design can make driving into the system considerably more difficult, for which KLAUS Multiparking is not responsible. Max. slope: 3% Clearances for installations OB1+2" 13.8" 4" Max. gradient: 10% These clearances apply exclusively to vehicles parked forward with exit on the left. The clearances must be adjusted accordingly for vehicles with exit on the right or if vehicles are backed into the parking space. B1+1" 13.8" 4" B1+1" 13.8" //_ / /////////i, 4" B1+1" 13.8" P IiP 1 U7.9" 4" 11 SP u-j E ■ I SP 1 DP DP O B2 >7 9" 1 B3 z7 9" B2 Q Dimensions B1, B2 and B3 (see "Width dimensions without door", page 6) ▪ Clearance for routing lines lengthways ▪ Clearance for vertical pipes, ventilation ducts, etc. Entrance level Product Data I MultiBase 2072i 1590.00.280 106/2021 I English -US KIAVZ multiparking Electrical installation Electrical installation diagram 01 r 0.00 i Performances provided by customer for operating elements Surface -mounted operating element V43,4" Register of electrical performances (provided by customer) No. 1 2 3 4 5 6 Quantity 1 1 1 Designation Power meter Pre -fuse: 2x fuse 32 A (time-lag) or Circuit breaker 2 x 32 (tripping characteristic K or C) 3x fuse 25 A (time-lag) or Circuit breaker 3 x 25 A (tripping characteristic K or C) Supply cable 3 x AWG 10 (2 PH+PE) with labeled conductors and protective ground Supply cable 4 x AWG 12 (3 PH+PE) with labeled conductors and protective ground every 393.8" Foundation ground connection 1 Equipotential bonding as per DIN EN 60204 from the foundation ground connection to the system 2 Empty conduit EN 25 (M25) Position In the supply cable In the supply cable In the supply cable to master switch to master switch Corner of pit floor Frequency 1x per 3.7-kW unit 1x per4.0-kW unit 1x per 3.7-kW unit 1x per 4.0-kW unit 1x per system Register of electrical performances — in conformity with UL/CSA (scope of supply of KLAUS Multiparking) No. Designation 7 Lockable master switch Supply cable 4 x AWG 10 (2 PH+PE) with labeled conductors and protective ground for 3.7-kW unit Supply cable 4 x AWG 12 (3 PH+PE) with labeled conductors and protective ground for 4.0-kW unit Unit junction box Multiparker wiring harness Connection cable (operating element) Operating element 13 Control cable 4 x AWG 14 with labeled conductors and protective ground Hydraulic unit, 3.7 kW, two-phase current, 240 V / 60 Hz Hydraulic unit, 4.0 kW, three-phase current, 120/208 V / 60 Hz 15 Connection cable to the next system 8 9 10 11 12 14 Product Data I MultiBase 2072i 1590.00.280 106/2021 I English -US KtAlni multiparking CE conformity The quoted systems correspond to DIN EN 14010 and EU Machinery Directive 2006/42/EC. In addition, this system has undergone a voluntary confor- mity test by TUV SUD. • • • RIIm Certificate concerning the examination of conformity Certificate no: Certification body: Applicant / Certification holder: Industrie Service KP 454 TUV SOD Industrie Service GmbH Zertifizierungsstelle for Produkte der Fordertechnik Gottlieb-Daimler-Str. 7 70794 Filderstadt - Germany KLAUS Multiparking GmbH Hermann-Krum-Str. 2 88319 Aitrach - Germany Date of application: 2015-06-12 Manufacturer: KLAUS Multiparking GmbH Hermann-Krum-Str. 2 88319 Aitrach - Germany Product: Equipment for power driven parking of motor vehicles Type: Test laboratory: Date and number of the test report MultiBase 2072i / 20781 EB 2.000 kg, 2.600 kg, 3.000 kg MultiBase 2072i / 2078i DB 2.000 kg, 2.600 kg TUV SUD Industrie Service GmbH Proflaboratorium for Produkte der Fordertechnik Profbereich Maschinen der Fordertechnik Gottlieb-Daimler-Str. 7 70794 Filderstadt — Germany 2016-08-09 KP 454 mark of conformity: KP 454 Test specifications: - 2006 / 42 / EC, Annex I - DIN EN 14010 Validity: Result: Date of issue: This Certificate is valid until 2021-08-08 The equipment fulfills the requirements of the test specifications for the respective scope of application stated in the annex (page 1) of this certificate, keeping the mentioned conditions. 2016-08-09 Certification body "lifts and cranes" Achim Janocha 10 Product Data MultiBase 2072i 590.00.280 06/2021 English -US multiparking Technical information Area of use In general, the system is best suited for a fixed group of users. Structural adjustments to the multiparking system are required to accommo- date a changing group of users (only in the upper parking spaces), e.g., short- term parkers in office buildings or hotels. If needed, please contact us. Disabled parking space Designed as disabled parking space as per Recommendation DIN 18040 "Construction of Accessible Buildings — Design Principles" with the following specifications: • Platform width of 137.8" • Platform accessible horizontally (1 ° gradient) • AluLongLife platform profiles • Operating element with key blocking Note: AluLongLife on the top plafform facilitates access on foot or by wheel- chair. The key blocking feature of the operating element ensures that the key can only be removed when the system is lowered. This ensures that the upper parking space is available for access at all times. Units Low -noise power units mounted to rubber -bonded -to metal mountings are installed. Nevertheless, we recommend separating the garage body from the residential building. Environmental conditions Environmental conditions for the area of multiparking systems. Temperature range -4 to +104° F. Relative humidity 50%and a maximum outside temperature of +104° F. If raising and lowering times are specified, they refer to an ambient temper- ature of +50° F and a system arranged directly next to the hydraulic unit. These times increase at lower temperatures or with longer hydraulic lines. Seismic considerations Local seismic conditions might require special precautionary measures such as struts. Please contact KLAUS Multiparking for seismic reports and advice. Building permit documents Multiparking systems are usually subject to approval. Please observe local regulations and ordinances in this regard. Care To prevent corrosion damage, please observe our separate cleaning and care instructions, and make sure that your garage is well ventilated. Corrosion protection As per "Corrosion Protection" supplement. Railing If the permissible fall opening is exceeded, railings are attached to the sys- tems. If traffic routes are located immediately next to or behind the systems, then the customer must provide barriers as per DIN EN ISO 13857. This ap- plies during the construction phase as well. Noise protection Normal noise protection: As per DIN 4109-1 "Sound Insulation in Buildings — Part 1: Minimum Re- quirements," section 9: The maximum sound pressure level in living and sleeping spaces is 30 dB (A). User noises are not subject to the requirements. The following actions are required to comply with this value: • Noise protection package as per quotation/order (KLAUS Multiparking) • Sound reduction index of the structure at least R'w = 57 dB (customer -pro- vided performance) Increased noise protection (separate agreement): As per DIN 4109-5 "Sound Insulation in Buildings — Part 5: Increased Re- quirements," section 8: Maximum sound pressure level in living and sleeping spaces 25 dB (A). User noises are not subject to the requirements. The following actions are required to comply with this value: • Noise protection package as per quotation/order (KLAUS Multiparking) • Sound reduction index of the structure at least R'w = 62 dB (customer -pro- vided performance) Note: User noises are noises that can be influenced individually by the user of our multiparking systems. This includes, e.g., driving onto the platform, slamming vehicle doors, engine noises and breaking noises. Product Data MultiBase 2072i 590.00.280 06/2021 English -US KIAVZ multiparking Performance specification Description Multiparking system for independent parking of 2 vehicles (single platform — SP), 2 x 2 vehicles (double platform — DP) on top of each other. Dimensions as per the underlying pit, width and height dimensions. The parking spaces are accessed horizontally and have a slope of ±1 ° to ensure proper drainage of the platforms. The special arrangement of the lifting and bearing structure allows doors to be opened without restrictions. A vehicle positioning aid is mounted on one side of each parking space (must be adjusted as per operating instructions). Operation using one operating element with automatic return via common key. The operating element is usually attached in front of the support or outside on the doorjamb. Brief instruction at each operating point. In the case of a building design with a door, special dimensions must be observed. Multiparking system consisting of: ■ 2 columns (anchored to the floor) ■ 2 sliding pieces (with slideways fastened to the columns) ■ 2 platforms ■ 1 electrohydraulic synchronization system (to ensure that the hydraulic cylinders run synchronously during raising and lowering) ■ 2 hydraulic cylinders ■ 2 rigid supports (connection of the platforms) ■ 2 chains and chain deflection pulleys ■ Dowels, bolts, fasteners, pins, etc. ■ The platforms are end -to -end accessible for parking! Platforms consisting of: ■ Platform profiles ■ Adjustable positioning aid ■ Chamfered access plates ■ Side beams ■ Center beam (DP only) ■ Crossbeams (long and short crossbeams for DP) ■ Railings (on the top and bottom platform, if needed) ■ Bolts, nuts, washers, spacer tubes, etc. Hydraulic system consisting of: ■ Hydraulic cylinders ■ Solenoid valves ■ Hydraulic lines ■ Threaded connections ■ High-pressure hoses ■ Fasteners Electrical system consisting of: ■ Operating element (emergency -stop, lock, 1 common key per parking space) Control unit with wiring harness and sensors Hydraulic unit consisting of: ■ Hydraulic unit (low -noise, mounted on a console with rubber -bonded -to metal mountings) ■ Hydraulic oil tank ■ Oil fill ■ Internal gear pump ■ Pump carrier ■ Coupling ■ Three-phase motor ■ Contactor, motor protection switch and control fuse ■ Test pressure gage ■ Pressure relief valve ■ Hydraulic hoses (damping of noise transmission to the hydraulic pipes) Product Data MultiBase 2072i 590.00.280 06/2021 English -US KIAVZ multiparking Performances provided by customer Barriers Any barriers required to secure the parking system pit due to traffic routes located immediately in front of, next to or behind the systems as per DIN EN ISO 13857. This applies during the construction phase as well. Any railings needed on the systems are included as standard. Parking space numbering Any parking space numbering required. Technical building systems Any required lighting, ventilation, fire extinguishing systems and fire alarm systems, as well as clarification and fulfillment of the associated legal re- quirements. Lighting The customer must observe local regulations regarding the lighting of parking spaces and roadways. As per DIN EN 12464-1 "Light and Lighting — Lighting of Work Places — Part 1: Indoor Work Places" an illuminance of at least 200 Ix is recommended for parking spaces and the operating area of the system. Drainage Functional drainage of the pit provided by, e.g., a water collection channel in the front area connected to the sewer system or a sump. A lateral slope is possible within the channel but not in the rest of the pit area (a lengthways slope is provided by the structural dimension). As an environmental protec- tion measure, we recommend that the pit floor be painted. Oil or gasoline separators must be appropriately taken into account as per local regulations when the drain is attached to the sewer system. Strip foundations If strip foundations are used for structural reasons, the customer must con- struct a walkable platform at the height of the upper edge of the strip foun- dations so that the assembly work can be performed. Warning markings As per DIN EN 14010, the customer must apply a 4" wide gold and black marking as per DIN ISO 3864 at the edge of the pit in the entry area to mark the danger area. Wall openings Any required wall openings as per sectional drawings (see "Overview of building design", page 3). Supply cable to the master switch — foundation ground The customer must provide the supply cable to the master switch during as- sembly. Our fitter can check functionality on site together with the electronics technician. If this is not possible during assembly due to reasons for which the customer is responsible, then the customer must contract an electronics technician. The customer must ground the steel structure using the foundation ground connection (max. ground distance 393.8") and equipotential bonding as per DIN EN 60204. Operating element Empty conduits and cutouts for the operating elements (see "Electrical instal- lation", page 9). Consultation with KLAUS Multiparking is required for folding doors. Right to technical changes reserved. In carrying out its performances in the course of technical progress, KLAUS Multiparking is free to use new or different technologies, systems, processes or standards than those initially quoted, provided this does not result in any disadvantages for the customer. Product Data MultiBase 2072i 590.00.280 06/2021 English -US Manufacturer: KLAUS Multiparking GmbH Hermann-Krum-StraRe 2 D-88319 Aitrach Phone: +49 (0) 7565 508-0 info@multiparking.com www.multiparking.com Sales office: KLAUS Multiparking America Inc. 350 Fifth Avenue, #5220 New York, 10118 Fon: +1 848 900 1074 america@multiparking.com www.multiparkingusa.com PARK & SMILE multiparkingusa.com KLAVS multiparking Product Data Dimensions, Technical Information and Performance Specification trendvario 6300 CE El da Ea di fil PARK & SMILE multiparkingusa.com KIAVZ multiparking Contents Symbols 2 Loading schedule 7 Function diagram with standard designation 2 Entrance inclination 8 Dimensional specifications & tolerances 2 Clearances for installations 8 Overview of building design Vehicle data Overview of system types & ceiling heights Width and door height Configuration with vertical door Configuration with sliding door 3 Electrical installation 8 3 Technical information 9 4 Performance specification 10 5 Performances provided by customer 12 5 Right to technical changes reserved 12 6 Symbols L I CE Platforms accessible horizontally. Maximum load per parking space in lbs. Upweights above 4400 lbs possible with surcharge (see "Vehicle data", page 3). Parking space load can be subsequently upweighted (see "Vehicle data", page 3). Driven -through arrangement and can be combined with other TrendVario systems as a KombiSystem. The quoted systems correspond to DIN EN 14010 and EU Machinery Directive 2006/42/EC. In addition, this system has undergone a voluntary conformity test by TOV SOD. Function diagram with standard designation UL GL BL 1 Example for vehicle on basement level (BL) of grid 3: Selection via the control panel; all doors must be closed. Representation of parking spaces in a row. 2 3 7 -T'YLLPf, i i //////// To remove the vehicle from the space in grid 3/BL, the GL platforms are moved to the left. UL GL BL 1 2 3 i i The empty space is now located above the vehicle being removed. The parking space in grid 3/BL is raised. UL GL BL 1 2 3 The vehicle in the space in grid 3/BL can now be removed. Dimensional specifications & tolerances All structural dimensions are minimum finished dimensions. Tolerance for structural dimensions: +1.2/-0". Dimensions in inches (in). The tolerances specified in the German Construction Contract Procedures (VOB), Part C (DIN 18330 and 18331) as well as DIN 18202 must also be taken into account in order to adhere to the minimum finish dimensions. Product Data TrendVario 6300 590.00.580 06/2021 English -US KIAVZ multiparking Overview of building design Building configuration with vertical door ai 67" '6 " 'tt6' Clearance 3 9.9" Ground [IDrain 0216.6" 1220.5" 1224.5" 1228.4" 0 5 9Q Equipotential bonding from the foundation ground connection to the system (provided by customer). U QQ Slope with water collection channel(see 'Drainage" page 12). ® These areas must be horizontal and on the same level in the entire UO pit. `0 0 0 3 9.9" ® • 216.6" for vehicles up to 196.9" in length • 220.5" for vehicles up to 200.8" in length • 224.5" for vehicles up to 204.8" in length • 228.4" for vehicles up to 208.7" in length Shorter designs possible upon request. Observe local regulations for parking space length! So that you can conveniently use your parking space and due to the ever increasing length of vehicles, we recommend a pit length of at least 224.5". ® Grooves/concrete haunches are not possible at the transition from the pit floor and the walls. If grooves/concrete haunches are re- quired, then the system must be narrower or the pits wider. © Detail of door and additional door variants (see "Configuration with vertical door", page 5 and see "Configuration with sliding door" page 6). If sprinklers are required, the customer must leave suffi- cient clearance during the construction phase. Vehicle data Parking options Production vehicles: Sedan, station wagen, SUV, and van as per clearance gauge and maximum parking space load. O p UL I GL I BL 3 4400 Ibs 1100 Ibs 5720 Ibs 6600 Ibs 14301bs 16501bs Q Vehicle height (see "Overview of system types & ceiling heights" page 4) ® Vehicle length (see "Overview of building design" page 3) • UL = upper level I GL = ground level I BL = basement level ® Individual parking spaces can also be subsequently upweighted to 6,600 Ibs. Clearance gauge Vehic e width of 74.9" with a platform width of 90.6". Wider platforms allow correspondingly wider vehicles to be parked. Product Data I TrendVario 6300 1590.00.580 106/2021 I English -US 3 KIAVZ multiparking Overview of system types & ceiling heights The permissible GL vehicle height must be greater than or equal to the BL vehicle height. _ _ x GL �/ 11� 61- ma, 1 / / I I �� m6hia a I GT: Pit depth H1 GL vehi- cle height H: Building height: H1: Headroom Type 6300/175 6300 / 180 6300/185 6300 / 190 6300/195 6300 / 200 6300 / 205 6300 / 210 6300 / 215 6300 / 220 6300 / 225 6300 / 230 6300 / 235 6300 / 240 GT 68.9" 70.9" 72.9" 74.9" 76.8" 78.8" 80.8" 82.7" 84.7" 86.7" 88.6" 90.6" 92.6" 94.5" BL vehicle height 59.1" 61.1" 63.0" 65.0" 67.0" 68.9" 70.9" 72.9" 74.9" 76.8" 78.8" 80.8" 82.7" 84.7" UL vehicle height 59.1" 61.1" 63.0" 65.0" 67.0" 68.9" 70.9" 72.9" 74.9" 76.8" 78.8" 80.8" 82.7" 84.7" 86.7" 61.1" 59.1" 128.0 130.0 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 63.0" 61.1" 130.0 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 65.0" 63.0" 131.9 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 67.0" 65.0" 133.9 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 68.9" 67.0" 135.9 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 70.9" 68.9" 137.8 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 72.9" 70.9" 139.8 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 74.9" 72.9" 141.8 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 169.3 76.8" 74.9" 143.8 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 169.3 171.3 78.8" 76.8" 145.7 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 169.3 171.3 173.3 80.8" 78.8" 147.7 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 169.3 171.3 173.3 175.2 82.7" 80.8" 149.7 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 169.3 171.3 173.3 175.2 177.2 84.7" 82.7" 151.6 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 169.3 171.3 173.3 175.2 177.2 179.2 86.7" 84.7" 153.6 155.6 157.5 159.5 161.5 163.4 165.4 167.4 169.3 171.3 173.3 175.2 177.2 179.2 181.2 Configuration example Example configuration 1: UL vehicle: 59.1" ► ► Type: 6300 / 200 - 195 GL vehicle: 74.9" ► ► Height: 143.8" BL vehicle: 68.9" ► Example configuration 2: UL vehicle: 63" ► ► Type: 6300 / 205 - 165 GL vehicle: 63.0" ► Height: Selection not possible! ► BL vehicle: 70.9" ► Configuration 2 is not possible as the maximum permissible vehicle on GL is smaller than the vehicle on BL. As such, the larger BL vehicle cannot drive in. Product Data TrendVario 6300 590.00.580 06/2021 English -US KIAVZ multiparking Width and door height We recommend a platform width of at least 98.5" and driving lane widths of 256" to ensure convenient vehicle access to the multiparking system and easy entry into and exit from the vehicle. Narrower platforms can make parking more difficult, de- pending on the following criteria. • Driving lane width • Entry conditions • Vehicle dimensions CI Observe the minimum driving lane width speci- fied by local regulations! For commercial use of doors with electrical drive systems, an inspection log is required in accordance with ASR A1.7 "Technical Rules for Workplaces" in Germany. The door must be inspected by an expert before commissioning and annually thereafter and the result en- tered in the inspection log. The inspection must be carried out independently of maintenance. Observe local regulations regarding the operation of electrical doors. Configuration with vertical door Supports per grid Clear plat- form width 90.6" 94.5" 98.5" 102.4" 106.3" RB Oz 98.5" 102.4" 106.3" 110.3" 114.2" Support per grid B1 B2 98.5" 102.4" 106.3" 110.3" 114.2" 90.6" 94.5" 98.5" 102.4" 106.3" Supports per second grid i i I i i RB ! RB RB ! RB f T f f 4„ i i i ! i i i I i (B4) 7.9" B3 B4 Number of grids x RB + 7.9" Support per second grid B3 B4 196.9" 204.8" 212.6" 220.5" 228.4" 189.0" 196.9" 204.8" 212.6" 220.5" Max. vehicle height UL I GL 59.1" 61.1" 63.0" 65.0" 67.0" 68.9" 70.9" 72.9" 74.9" 76.8" 78.8" 80.8" 82.7" 84.7" 86.7" H2 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 84,7" 86.7" 88.6" 90.6" 13 128.0" 128.0" 131.9" 131.9" 131.9" 131.9" 131.9" 141.8" 141.8" 141.8" 141.8" 141.8" 149.7" 149.7" 149.7" CI Observe the minimum clear height H2 specified by local regulations. Qz GL: building length (see "Overview of building design" page 3). • RB: grid width. This dimension must be adhered to! Product Data I TrendVario 6300 1590.00.580 106/2021 I English -US KIAVZ multiparking Configuration with sliding door Clearance - 6" t27.6'1 rn /Sll//// 13.8" Clear plat- form width RB 3 90.6" 94.5" 98.5" 102.4" 106.3" 98.5" 102.4" 106.3" 110.3" 114.2" 1 Supports per second grid Not possible! I A, - r 0I I d RB r RB f RB i RB i •I I I I d4 1 1 1 I 1 (B4) 7.9" B3 B4 • Number of grids x RB + 7.9" I RB i RB •i RB RB i • 4„ i i • I I I I i I 0 (B4) 7.9" B3 B4 • •• Number of grids x RB + 7.9" i i i I RB ! RB RB ! RB ! r r r r t i i i I 1 I I 4 • B3 B4 •• Number of grids x RB + 7.9" 111 Support per grid B1 B2 Support per second grid B3 B4 98.5" 102.4" 106.3" 110.3" 114.2" 90.6" 94.5" 98.5" 102.4" 106.3" 196.9" 204.8" 212.6" 220.5" 228.4" 189.0" 196.9" 204.8" 212.6" 220.5" Max. vehicle height UL I GL 119.1" 61.1" 63.0" 65.0" 67.0" 68.9" 70.9" 72.9" 74.9" 76.8" 80.8" 82.7" 84.7" 86.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 84.7" 86.7" 88.6" 90.6" 92.6" 86.7" 86.7" 86.7" 86.7" 86.7" 86.7" 86.7" 86.7" 86.7" 86.7" 88.6" 90.6" 92.6" 94.5" 96.5" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 82.7" 84.7" 86.7" 88.6" 90.6" 92.6" ID Observe the minimum clear height H2/H3/H4 specified by local regulations. Qz GL: building length (see "Overview of building design" page 3). • RB: grid width. This dimension must be adhered to! 6 Product Data I TrendVario 6300 1590.00.580 106/2021 I English -US KIAVZ multiparking Loading schedule The systems are doweled to the floor. The drill hole depth in the floor plate is approx. 6", in the walls approx. 4.8". The floor plate and walls must be of concrete (concrete quality min. C20/25)! The dimensions for the bearing points have been rounded. If you need to know the exact position, please contact KLAUS Multiparking. N rn N rn `—` F4 F3 F1 F2 Parking space load 4400 Ibs Mr5720 Ibs 6600 Ibs 1 GL ////////////////////////////////////////////////`iij� /////////////// F4 F6 F4 F6 4110 1J RB1 F1 F2 F3 F4 + 9218 Ibf - 2653 Ibf + 10567 Ibf - 3193 Ibf + 11466 Ibf - 3552 Ibf + 12140 Ibf - 5306 Ibf + 21133 Ibf - 6340 Ibf + 22931 Ibf - 7104 Ibf ± 652 Ibf ± 675 Ibf ± 697 Ibf tQ GL: building length Q2 RB = grid width. This dimension must be adhered to! ± 1304 Ibf ± 1349 Ibf ± 1394 Ibf RB F5 F6 ± 113 Ibf ± 225 Ibf ± 180 Ibf ± 360 Ibf ± 225 Ibf ± 450 Ibf RB LJ L— RB1 Clear plat- form width 90.6" 94.5" 98.5" 102.4" 106.3" RB 2 RBI 98.5" 102.4" 106.3" 110.3" 114.2" 102.4" 106.3" 110.3" 114.2" 118.2" Product Data TrendVario 6300 590.00.580 06/2021 English -US KIAVZ multiparking Entrance inclination The maximum entry inclinations specified in the sketch must not be exceeded. An incorrect design can make driving into the system considerably more difficult, for which KLAUS Multiparking is not responsible. Max. slope: 3% Max. gradient: 5% Clearances for installations 4"�� 1 RB RB RB RB u 7.9"�ix PAP Empty space li IP ■ Entrance level 1Q RB: grid width. This dimension must be adhered to! QQ HF: Clearance height = building height (H) - 120.1" I where HF max. = 17.8" (see "Overview of system types & ceiling heights", page 4). ▪ Clearance for routing lines lengthways Electrical installation Switch cabinet and master switch Access to the switch cabinet (approx. 60 x 60 x 25 cm) must be possible without danger. The lockable main switch must be positioned in such a way that the entire entrance area of the facility can be overlooked. With wall opening from switch cabinet to system (consultation with KLAUS Multiparking required). Hydraulic unit • 4.0 kW, three-phase current, 120/208 V / 60 Hz Supply cable to master switch Supply cable min. 4 x AWG 10 (3 PH+PE) to switch cabinet with pre -fuse 3 x 25 A (time-lag) or circuit breaker 3 x 25 A (trip characteristic J) to be provided by the customer. DIN/VDE regulations and the local regulations of the power supply com- pany must be adhered to (see "Supply cable to the master switch — foun- dation ground", page 12). Control panel with emergency -stop • Attachment at a clear point (e.g. pillar). • Secured against third -party operation. Product Data TrendVario 6300 590.00.580 06/2021 English -US multiparking Technical information Area of use In general, the system is best suited for a fixed group of users. Where users change (e.g. short-term parking in office buildings or hotels), structural modifications to the Multiparking system are required. If needed, please contact us. Units Low -noise power units mounted to rubber -bonded -to metal mountings are installed. Nevertheless, we recommend separating the garage body from the residential building. Parking space designation Please consult the function diagram for the standard designation of the park- ing spaces (see "Function diagram with standard designation", page 2). Alternative designations are only possible with a surcharge. Please note the following specifications: • The empty space is situated on the left as standard. • Notification of alternative designations must be received 8 to 10 weeks before delivery. Environmental conditions Environmental conditions for the area of multiparking systems. Temperature range +14 to +104 °F. Relative humidity 50%and a maximum outside temperature of +104 °F. If raising and lowering times are specified, they refer to an ambient temper- ature of +50° F and a system arranged directly next to the hydraulic unit. These times increase at lower temperatures or with longer hydraulic lines. Building permit documents Multiparking systems are usually subject to approval. Please observe local regulations and ordinances in this regard. Care To prevent corrosion damage, please observe our separate cleaning and care instructions, and make sure that your garage is well ventilated. Corrosion protection As per "Corrosion Protection" supplement. Electrically driven doors For commercial use of doors with electrical drive systems, an annual inspec- tion is required in accordance with ASR A1.7 "Technical Rules for Work- places" in Germany. We urgently recommend concluding a maintenance contact as these services are included for the complete system. CE conformity The quoted systems correspond to DIN EN 14010 and EU Machinery Direc- tive 2006/42/EC. In addition, this system has undergone a voluntary confor- mity test by TON/ SOD. Noise protection Normal noise protection: As per DIN 4109-1 "Sound Insulation in Buildings — Part 1: Minimum Re- quirements," section 9: The maximum sound pressure level in living and sleeping spaces is 30 dB (A). User noises are not subject to the requirements. The following actions are required to comply with this value: • Noise protection package as per quotation/order (KLAUS Multiparking) • Sound reduction index of the structure at least R'w = 57 dB (customer -pro- vided performance) Increased noise protection (separate agreement): As per DIN 4109-5 "Sound Insulation in Buildings — Part 5: Increased Re- quirements," section 8: Maximum sound pressure level in living and sleeping spaces 25 dB (A). User noises are not subject to the requirements. The following actions are required to comply with this value: • Noise protection package as per quotation/order (KLAUS Multiparking) • Sound reduction index of the structure at least R'w = 62 dB (customer -pro- vided performance) Note: User noises are noises that can be influenced individually by the user of our multiparking systems. This includes, e.g., driving onto the platform, slamming vehicle doors, engine noises and breaking noises. Product Data TrendVario 6300 590.00.580 06/2021 English -US KIATUSi multiparking Performance specification Description Multiparking system for independent parking of vehicles one on top of the other and next to one another. Dimensions as per the underlying pit, width and height dimensions. Access to the parking spaces horizontally (installation tolerance ±1%). Access must be provided over the entire width of the system (minimum dri- ving lane width in accordance with local regulations). The parking spaces are arranged on 3 levels one on top of the other. Vehicles park on stable steel platforms. The platforms on the basement level (BL) and upper level (UL) move verti- cally, while the platforms on the ground level (GL) move horizontally. At en- trance level (GL), there is always 1 parking space less. This empty space is used for the sideways movement of the GL parking spaces to allow a parking space above on the UL or on the BL below to rise or lower to entrance level. Consequently, 5 parking spaces (2 on UL, 1 on GL, 2 on BL) is the smallest unit for this parking system. A vehicle positioning aid is mounted on one side of each parking space (must be adjusted as per operating instructions). For safety reasons, the movement operation of the platforms always takes place behind locked doors. All requisite safety equipment is integrated into the system. This essentially comprises a chain monitoring system, locking levers for the upper and lower platforms and locked doors. The doors can only be opened when the se- lected parking space has reached its parking position and all fall openings are secure. Steel frame (secured in the pit) comprising: ■ Supports (arranged in rows) ■ Crossbeams and lengthways beams • Sliding rails for the sideways moving GL platforms Platform comprising: ■ Platform profiles ■ Adjustable positioning aid ■ Chamfered access plate ■ Side beams ■ Crossbeams ■ Bolts, nuts, washers, spacer tubes, etc. Lifting equipment for platforms on the UL and BL comprising: ■ Hydraulic cylinders with solenoid valves ■ Chain wheels ■ Chains ■ Limit switches ■ The platforms are each suspended at 4 points and are guided at the sup- ports by means of plastic plain bearings. Drive unit for sideways moving platforms on GL: ■ Gear motor with chain wheel ■ Chains ■ Sliding and guide rollers (low -noise) ■ Power supply via energy chain Hydraulic unit consisting of: ■ Hydraulic unit (low -noise, mounted on a console with rubber -bonded -to metal mountings) ■ Hydraulic oil tank ■ Oil fill ■ Internal gear pump ■ Pump carrier ■ Coupling ■ Three-phase motor ■ Contactor, motor protection switch and control fuse ■ Test pressure gage ■ Pressure relief valve ■ Hydraulic hoses (damping of noise transmission to the hydraulic pipes) Control: ■ Central control point (control panel with emergency -stop) for selecting the desired parking space ■ The electrical wiring from the system cabinet is provided by the supplier. Vertical doors: Size Dimensions adjusted to the underlying widths and height dimensions. The door comprises two door leaves. Frame ■ Frame structure with two vertical center rungs made of extruded alu- minum profile (anodized, coating thickness approx. 20 pm) ■ There is a rubber lip on the closing edge for a clean seal with the building. Door filling Aluminum perforated plate ■ Thickness 1.5 mm, RV 8-14 E6/EV1, anodized, coating thickness approx. 20 pm ■ Ventilation cross-section of the filling approx. 30% Guide rails ■ The sliding rails of the doors are attached to the steel frame of the system. ■ Galvanized steel guide rails (coating thickness approx. 20 pm). Door actuation ■ Electrical drive system by means of electric motor, above the door frame. For safety reasons, the movement operation of the platforms always takes place behind locked doors. An electrical signal generator is used to query the positions "door open" and "door closed." Please note: Door trim (at the side, covers over the sliding rails, etc.) and door suspen- sions are not included with the standard configuration but can be supplied as special equipment for a surcharge. Product Data TrendVario 6300 590.00.580 06/2021 English -US KIAVZ multiparking Sliding doors: Size • Sliding doors, size approx. 98.5" x 78.8" (width x height). Frame • Frame structure with one vertical center rung made of extruded aluminum profile (anodized, coating thickness approx. 0.8 mil) • A handle shell is provided in a vertical aluminum profile for opening the doors. • There is a rubber lip on the closing edge for a clean seal with the building. Standard door filling Aluminum perforated plate • Thickness 0.1", RV 5-8 E6/EV1, anodized, coating thickness approx. 0.8 mil • Ventilation cross-section of the filling approx. 40% Alternative door filling Plain aluminum sheet • Thickness 0.1" E6/EV1, anodized, coating thickness approx. 0.8 mil Corrugated steel sheet • Thickness 0.05", galvanized, coating thickness approx. 0.8 mil • Additional powder coating, coating thickness approx. 1 mil on the outside and approx. 0.5 mil on the inside • Color options on the outside (building view): RAL 3003 (ruby red) RAL 6005 (moss green) RAL 7035 (light grey) RAL 8014 (sepia brown) RAL 9016 (traffic white) RAL 1015 (light ivory) RAL 5014 (pigeon blue) RAL 7016 (anthracite grey) RAL 7040 (window grey) RAL 9006 (white aluminum) • Door inside in a light grey tone Wood filling • Nordic spruce, grade A • Vertical tongue and groove boards • Colorless, pre -impregnated Composite safety glass • Composite safety glass made of tempered glass 0.32"/0.16" Wire mesh • Mesh size • Wire diameter 0.1", galvanized, coating thickness approx. 20 pm • Ventilation cross-section of the filling approx. 70% Sliding rails • The running gear comprises 2 double -pair roll systems per door, height - adjustable. • The sliding rails of the doors are attached to brackets with cover bushings or directly to the concrete lintel or a building -specific door suspension. • The lower guide comprises 2 plastic rollers on a base plate which is dow- elled to the floor. • Sliding rails, cover bushings, and guide roller base plate are galvanized. Door actuation • Electrical drive system by means of electric motor attached to the rail system at the turning point of the sliding doors. The drive pinion engages a chain attached to the door. For safety reasons, the movement operation of the platforms always takes place behind locked doors. An electrical signal generator is used to query the positions "door open" and "door closed." Separation (if required) • On request Please note: Door trim (at the side, cover over the sliding rails, etc.) and door suspensions are not included with the standard configuration but can be supplied as spe- cial equipment for a surcharge. Product Data TrendVario 6300 590.00.580 06/2021 English -US KIAVZ multiparking Performances provided by customer Barriers Any barriers required to secure the parking system pit due to traffic routes located immediately in front of, next to or behind the systems as per DIN EN ISO 13857. This applies during the construction phase as well. Parking space numbering Any parking space numbering required. Technical building systems Any required lighting, ventilation, fire extinguishing systems and fire alarm systems, as well as clarification and fulfillment of the associated legal re- quirements. Lighting The customer must observe local regulations regarding the lighting of parking spaces and roadways. As per DIN EN 12464-1 "Light and Lighting — Lighting of Work Places — Part 1: Indoor Work Places" an illuminance of at least 200 Ix is recommended for parking spaces and the operating area of the system. A dry contact can be provided for actuation of parking space lighting provided by the customer. Drainage Functional drainage of the pit must be provided by means of, for example, a water collection channel towards the center that is connected to the sewer system or a pump sump. A lateral slope is possible within the channel but not in the rest of the pit area (a lengthways slope is provided by the struc- tural dimension). As an environmental protection measure, we recommend that the pit floor be painted. Oil or gasoline separators must be appropriately taken into account as per local regulations when the drain is attached to the sewer system. Strip foundations If strip foundations are used for structural reasons, the customer must con- struct a walkable platform at the height of the upper edge of the strip foun- dations so that the assembly work can be performed. Wall openings Wall openings, if required. Supply cable to the master switch — foundation ground The customer must provide the supply cable to the master switch during as- sembly. Our fitter can check functionality on site together with the electronics technician. If this is not possible during assembly due to reasons for which the customer is responsible, then the customer must contract an electronics technician. The customer must ground the steel structure using the foundation ground connection (max. ground distance 393.8") and equipotential bonding as per DIN EN 60204. Door suspensions Please note that if the specified clear heights (see "Width and door height", page 5) are not adhered to, additional measures for door attachment (door suspensions) will be required for a surcharge. Door trim Door trim, if required. This may be requested from KLAUS Multiparking for a surcharge. Right to technical changes reserved. In carrying out its performances in the course of technical progress, KLAUS Multiparking is free to use new or different technologies, systems, processes or standards than those initially quoted, provided this does not result in any disadvantages for the customer. Product Data TrendVario 6300 Manufacturer: KLAUS Multiparking GmbH Hermann-Krum-StraRe 2 D-88319 Aitrach Phone: +49 (0) 7565 508-0 info@multiparking.com www.multiparking.com Sales office: KLAUS Multiparking America Inc. 350 Fifth Avenue, #5220 New York, 10118 Fon: +1 848 900 1074 america@multiparking.com www.multiparkingusa.com PARK & SMILE multiparkingusa.com Water THE BIRTHPLACE OF M I N N E S O 1 A PLANNING REPORT TO: Downtown Planning Commission MEETING DATE: July 15, 2021 REQUEST: Consideration of increasing the costs of mitigation for businesses with a parking deficit REPORT BY: Graham Tait, City Zoning Administrator INTRODUCTION Over the last few months the Downtown Parking Commission (DTPC) has been considering an updated parking mitigation policy. This particularly came into sharp focus with the proposal by Reuter -Walton to construct an apartment building that would not meet all of its on -site parking requirements. So, in March the Commission discussed specific aspects of mitigation policy as they would apply to commercial versus residential projects. And the Commission asked staff to create a formal Resolution encapsulating that discussion, and bring it to Council for adoption. At the June 1st, 2021 City Council meeting, Council members questioned why residential parking permits were doubling in cost, whereas commercial mitigation is not increasing in price. City Council felt that the residents, not the businesses, were paying for the costs to maintain the parking system, which doesn't fairly reflect how the parking system is actually used. SPECIFIC REQUEST City Council requested that the DTPC revisit the Parking Mitigation Policy and consider increasing the costs of mitigation for businesses with a parking deficit. POLICY POINTS The Downtown Parking Commission recommends that the City Council adopt a resolution establishing the following policy details for various project types. 1. New construction residential. This applies to residential units that are being developed as new construction, either as an addition to an existing building, or as a new building. This does not apply to residential units being constructed from existing non-residential space. a. 100% of the parking required for the residents must be accommodated on -site. b. Guest parking should also be accommodated on -site, but if there is a deficit for guest parking, the deficit spaces could be mitigated through the use of the public parking system if: i. The total of all parking mitigation approvals to date in the Downtown Parking District do not exceed 20% of the total public parking spaces available; ii. There is a public parking in reasonable proximity to the residential units that allows residential parking permits to be used; iii. There is sufficient capacity in the lots available to residential parking permits to accommodate the guest parking deficit; iv. For each deficit space, the developer must pay the equivalent of the cost to construct a parking space in a parking ramp. That cost at present in Stillwater is about $20,000. This amount would be deposited in the parking enterprise fund dedicated solely to the downtown parking system. The payment would be made by the developer prior to the issuance of the building permit. To help off -set the developer's up -front cost of the deficit parking, this cost would be considered a TIF eligible expense. v. The individual guests will need to buy residential permits from City Hall. Or, building management will need to buy these residential permits and distribute to guests as needed. The cost of these residential permits would be twice the cost of a business parking permit. Currently that would mean the guest residential parking permit would be $40 per month. 2. Conversion of non-residential space to residential units. This applies to residential units that are being developed through the conversion of existing non-residential space on 2nd and 3rd floors of existing downtown buildings. (Note: this does not apply to additions, which are considered new construction.) a. Parking should be accommodated on -site, but if there is a deficit, the deficit spaces could be mitigated through the use of the public parking system if: i. The total of all parking mitigation approvals to date in the Downtown Parking District do not exceed 20% of the total public parking spaces available; ii. There is public parking in reasonable proximity to the new residential units that allows residential parking permits to be used; iii. There is sufficient capacity in the lots available to residential parking permits to accommodate the deficit parking; iv. The individual residents and guests will need to buy residential permits from City Hall. Or, building management will need to buy these residential permits and distribute to guests as needed. The cost of these residential permits would be twice the cost of a business parking permit. Currently that would mean the guest residential parking permit would be $40 per month. 3. New construction of commercial space. This applies to non-residential space that is being developed as new construction either as an addition to an existing building, or a new building. This does not apply to conversion of space in an existing structure to a new use. a. All parking should be accommodated on -site, but if there is a deficit, the deficit spaces could be mitigated through the use of the public parking system if: i. The total of all parking mitigation approvals to date in the Downtown Parking District do not exceed 20% of the total public parking spaces available; ii. There is a public parking in reasonable proximity that allows business parking permits to be used; iii. There is sufficient capacity in the lots available to business parking permits to accommodate the employee parking deficit; iv. There is sufficient capacity in the parking system to accommodate customers; v. For each deficit space, the developer must pay the equivalent of the cost to construct a parking space in a parking ramp. That cost at present in Stillwater is about $20,000. This amount would be deposited in the parking enterprise fund dedicated solely to the downtown parking system. The payment would be made by the developer prior to the issuance of the building permit. To help off -set the developer's up -front cost of the deficit parking, this cost would be considered a TIF eligible expense. vi. The City will invoice the business or property owner quarterly for the number of deficit spaces. And when payment is received, the City will mail the business or property owner parking permits for the number of deficit spaces. 4. Expansion of commercial space. This applies to additions or conversion of existing building space to a use demanding more parking. a. An increase in parking demand of more than 4 spaces that cannot be accommodated on -site requires parking mitigation. b. The parking mitigation could include use of public parking spaces if: i. The total of all parking mitigation approvals to date in the Downtown Parking District do not exceed 20% of the total public parking spaces available; ii. There is sufficient capacity in the lots available to business parking permits to accommodate the employee parking deficit; iii. There is sufficient capacity in the parking system to accommodate customers; iv. The City will invoice the business or property owner quarterly for the number of deficit spaces. Currently the rate is $10/month/deficit space. When payment is received, the City will mail the business or property owner parking permits for the number of deficit spaces. Current Proposed Residential Permit' _ $20/month $40/month Business (Commercial) Permit' $20/month New Residential Construction Mitigation (Resident) _ N/A N/A New Residential Construction Mitigation (Guest) Only if under 20% system capacity: • Developer: $20,000/space • Owner/Guest: $40 (Twice the cost of the business parking permit) New Residential Conversion Mitigation Only if under 20% system capacity: • Owner/Guest: $40 (Twice the cost of the business parking permit) New Commercial Construction Mitigation $10/month2 (quarterly invoiced) Only if under 20% capacity: • Developer: $20,000/space • Owner/Guest: City to quarterly invoice $10/mo./deficit spaces Commercial Expansion Mitigation (no permit issued) $10/month2 (quarterly invoiced) Only if under 20% capacity: • Owner/Guest: City to quarterly invoice $10/mo./deficit spaces 1 The proposed Policy Points indicates fee is currently $40/month; the City's adopted fee schedule indicates it is $20/month 2 If there is an increase in parking demand of more than 4 spaces. Water THE BIRTHPLACE OF M I N N E S O 1 A PLANNING REPORT TO: Downtown Planning Commission MEETING DATE: July 15, 2021 REQUEST: Approval of the revised Work Plan REPORT BY: Graham Tait, City Zoning Administrator INTRODUCTION On July 1, 2020 the Downtown Parking Commission recommended that the City Council adopt the parking capacity study. The Council did this on August 18, 2020. The study identifies nine strategies for improving parking capacity, along with tasks to accomplish those strategies. This spring the Downtown Parking Commission held several meetings to develop a work plan to implement the study's nine strategies. The work plan's revised copy was brought to the last Downtown Parking Commission meeting to be approved, but we lost quorum just prior to discussing this agenda item. SPECIFIC REQUEST Attached is the draft work plan as revised by the Parking Commission. The next step is for the Commission to approve the plan and bring it to the next City Council meeting as a memo to council'. Attachments: Draft Work Plan ' The DTPC does not need official approval from the Council for a work plan. 2021 I Project Resources Strategy 1 Strategy 2 Strategy 3 Strategy Strategy 5 Strategy 6 Strategy 7 Strategy S Strategy 9 Utilization counts Wayfinding &signage Dn-street time restrictions Enforcement Parking ordinances & requirements Customer service Employee parking Pricing Even:. parking Create count program Consider LPR system for on -street enforcement Staff 2 hrs; DTPC approval Staff 6 hrs: Commission discussions I 2022 Protect i Resources i Strategy 1 Strategy 2 Strategy 3 Strategy 4 Strategy 5 Strategy 5 Strategy 7 Strategy 8 Strategy 9 Utilization counts Wayfinding & signage On street time restrictions Enforcement Parking ordinances & requirements Customer service Employee parking Pricing Event parking Conduct count Jan -March: public ou€reach; April install 2 hr parking signs on Main. Install LPR system on one vehicle Update business parking program by restructuring permitted lots and tune limits Consider creating single revenue system for pay lots and parking ramp; public outreach concerning increasing Lot 2to S5 iPlanning staff 4 hrs; 12 DTPC firs. Sign manufacturing cost; sign contractor installation costs $40,404 #0-?.3 Project I Resources Strategy 1 Utilization coun:s Conduct count iStaff 4 hrs; 12 DTPC hrs Contract for wa -finding sign system Strategy 2 'v 8yfinding & signage design; Install wavfinding sign system Strategy 3 Cin-street time res:ric ions Strategy4 Enforcemen: Strategy 5 Parking ordinances & requirements Strategy Customer service Develop marketing materials informing drivers where to park Strategy 7 Employee parking Implement business parking program replace signage in Lot 2 with S Sign manufacturing cost; sign contractor installation cost: Strategy8 Pricing rate; reprogram pay machines or implement single revenue stistem machine vendor cost for reprogramming rate (or cost of implementing single revenue system) Establish event parking plans for S;rat egy9 Event parking event organizers to use when making application for event permits 2o-21 Project Resources Strategy 1 Strategy 2 Strategy 3 Strategy Strategy 5 Strategy 6 Strategy 7 Strategy Strategy 9 Utilization counts Wayfinding & signage Crn-street time restrictions Enforcement Parking ordinances & requirements Customer service Employee parking Pricing Event parking Conduct count Develop mobile friendly app identifying (available) parking spaces.lots Update Downtown parking Consider a public valet seance for Downtown Implement required event parking plans Staff 4 hrs; 12 DTPC hrs liwater THE BIRTHPLACE OF M I N N L S O l A PLANNING REPORT TO: MEETING DATE: LANDOWNER: REQUEST: LOCATION: DISTRICT: REPORT BY: Downtown Planning Commission CASE NO.: N/A July 15th, 2021 Se-Tac Properties - Commercial LLC Consideration of a request for reserving an on -street parking stall for business deliveries. 126 Second Street South / 118 Chestnut Street East CBD- Central Business District Graham Tait, City Zoning Administrator INTRODUCTION O'Briens Wine & Spirits recently began operating in the former location of City Sliquors, at 126 2nd St South (aka "118 Chestnut Street East"). The business owner is looking to grow his business by offering delivery services, and therefore is requesting to permanently reserve an on - street parking stall to be dedicated to this business use. SPECIFIC REQUEST The property at 126 2nd St South is requesting to have a permanently reserved parking stall to utilize for their business's delivery operations. The stall they are proposing is at the northeast corner of 2nd St S and Chestnut St E (see map on last page). ANALYSIS To determine precedent, staff reviewed similar private business requests and past Commission actions. Similar Past Cases Year Request Action 2021 No Neck Tony's has requested the conversion of one on -street parking space in his block to a loading/unloading space Denied. It was put forth that the Commission has denied this same request in the past. It would also create sightline issues. 2017 The River Market Co-op requested two on -street parking spaces on Water St Monday thru Friday. The reason is that these Denied. It was pointed out that the traffic patterns will change when the Lift Bridge closes, and July 15, 2021 Page 2 spots make it difficult for delivery this should be revisited next year. (It was never revisited). drivers to back into the dock. 2016 The Lora requested two parking spots to offer valet service. Approved. The idea was that the Lora could address its 15 car parking deficit by valeting cars into their back lot. Charged $2,013 per year per spot, with a 3-year contract. 2015 No Neck Tony's requested a designated parking spot for the Bar's owner. Denied. 2013 Wolf Brewery BierBike requested one on -street parking space to load and unload guests. Approved. Charged $3 per day with the applicant paying for the cost of the sign. 2011 Tom McGlynn Shuttle Service and Tour Bus requested a 27' parking spot (two spots) for shuttle parking. Approved. Charged $645 per spot per year. FINDINGS AND RECOMMENDATIONS In review of exemplified cases, a well-defined precedent exists; the Commission has approved requests in the past, but in more recent history has started a precedent to deny reservation requests in the Downtown Parking District. The one exception above is the Lora, but that's because approval was intended to further mitigate parking in public lots. Therefore, based on City precedent, Staff would recommend denial of the request for a parking stall for O'Brien's delivery operations. If the DTPC finds that this request is something they wish to approve, City staff would recommend the City charge a fee for that spot, plus the cost of the sign. According to our City fee schedule, it would cost $2,292 per year for the one on -street parking stall (see below). Season Dates Number of Days Cost Per Stall Total Seasonal Cost Peak May 1- October 31 184 $9.00 _ $1656.00 Off- Peak November 1 — April 30 181 $3.00 $636 TOTAL YEARLY PARKING COSTS — $2,292 However, the DTPC may consider recommending to City Council a different price than the one put forth by the fee schedule. As a recent example, Resolution 2021-21 grants Stillwater Trolley two on -street parking spaces for a yearly reservation fee of $645.00 per spot. July 15, 2021 Page 3 O'Brien's Wine & Spirits Delievery Vehicle Parking Request O'Brien's Wine & Spirits Proposed Parking Stall Parcel Boundaries 0 30 60 By: Graham Tait 7!6.2021 120 Feet RECEIVED a/4e ,had o--27 »cYZ ate o a4 671-- 12„ JUL 0 1 2021 ,,,I 1‘,‘I‘ 1‘1‘88‘,‘I‘ it, k, ft, CITY OF STILLWATFR ANNUAL BOARDS AND COMMISSIONS PICNIC YOU AND YOUR GUEST ARE INVITED TO THE CITY OF STILLWATER ANNUAL PICNIC DATE: Wednesday, August 11, 2021 TIME: Social Hour, 5 p.m. Picnic, 6 p.m. to 8:3o p.m. PLACE: Pioneer Park in Stillwater (North 2nd Street) Please RSVP by Wednesday, August 2, 2021, so we can plan food accordingly. nmanos(a�ci.stillwater.mn.us. Thank you!