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HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 03_9/16/2021Planning and Zoning Board STAFF MEMO Meeting: Staff Contact: Planning and Zoning Board - Sep 16 2021 Nilsa Zacarias, Director of Department: Community Development Community Development SPR 01-21: Application from MASTROIANNI FAMILY HEADQUARTERS LLC. for a site plan review to build a four (4) story, 33,274 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign, and other site improvements. The address of the property is 691 N. US Highway 1, Tequesta, Florida 33469. Application from MASTROIAN N I FAMILY HEADQUARTERS LLC. for a site plan review to build a four (4) story, 33,274 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign, and other site improvements. This document and any attachments may be reproduced upon request in an alternative format by completing our Accessibility Feedback Form, sending an e-mail to the Village Clerk or calling 561-768-0443. SPR 1-21 - Mastroianni Office Staff Report - final pz Orders Special Exceptions 8 12 2021 SEU 2-21 Mastroianni Family Headquarters FPL Service Confirmation WM Service Availability Water Service Confirmation LRD Service Availability TFC;n PRC; Traffic Application Agent Consent Warranty Deed Response Letter 8.23.21 Site Plan Review Justification 8.23.21 Mastroianni Traffic Study 07.20.21 1352 drgrep VoT Stormchamber DS 1352 MFO Drainage Statement DS June 1352 MFO Fire Statement DS June 1352 MFO Sanitary Statement DS June 1352 MFO Water Statement DS June 004-A1.3.1 JOB 4 burner Range top fryer Generator Info HOSH-Frige HOSH-Freezer Double oven dishwasher Chiller Cut Sheet Microwave 001-CVR-TOB 002-Al.1.1-TOB 003-A1.2.1-TOB 005-A1.4.1-TOB 006-A2.0.1-TOB 007-A3.0.1-TOB 008-A3.0.2-TOB 009-A3.0.1 B-TOB 010-A3.0. 2 B-TO B 011-A4.0.1 -TO B 012-A5-TOB LULdLiUr i ividJ2 SP-1 SP-2 LP-1 LP-2 &'% w .1% 1 A,% 1352 Civil Set 072921 DS VILLAGE OF TEQU ESTA Department of Community Development Staff Report —Planning and Zoning Board —September 16, 2021 I. PETITION NO. —SPR 1-21 APPLICANT: Gentile, Glas, Holloway, O'Mahoney & Associates Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 OWNER: MASTRO IAN N I FAMILY HEADQUARTERS LLC. REQUEST: Application from MASTROIAN N I FAMILY HEADQUARTERS LLC. for a Site Plan Review to build a (4) story -story, 33,274 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign, and other site improvements. The address of the property is 691 N. US Highway 1, Tequesta, Florida 33469. LOCATION: 691 N. US Highway 1 Tequesta, FL 33469 LOCATION MAP Department of Community Development —Staff Report — Mastroianni Family Office SPR 1-21 1 II. PETITION FACTS a. Total Gross Site Area: 45,600 Sq. Ft. (1.05 Acres) b. Total Building Footprint Area: 13,295 sq. ft. c. Total Gross Leasable Area: 14,342.4 sq. ft. d. Total Building Square Footage: 33,274.1 sq. ft. e. Building Height: 47'-9" Land Use and Zoning EXISTING LAND USE FUTURE LAND USE ZONING SUBJECT PROPERTY Vacant Land Mixed Use (M-U) M-U (Mixed Use District) NORTH C-2 Commercial (C) Commercial (C) (Community Lumiere Commercial District) SOUTH C 2 Avis/Budget Commercial (C) Commercial (C) (Community Commercial District) EAST Residential Low Residential Low Residential Low Unincorporated Palm Density Density Density Beach County —Single (Unincorporated (Unincorporated (Unincorporated Family Residential PBC) PBC) PBC) WEST M-U (Mixed Use M-U (Mixed Use M-U (Mixed Use Tequesta Terrace District) District) District) III. BACKGROUND In 2018, the Village Council approved a development for the subject site "Pelican Square". The approval included a Future Land Use map amendment, a rezoning, an alley abandonment, a plat, and a site plan. The approved development was not built. The Mastroianni Family Headquarters, LLC has purchased the subject site to build their corporate offices. In March 2021, the Village received an application for a Special Exception Use, a Site Plan Review, and a re -plat to build a professional office building (Mastroianni Family Office). SPECIAL EXCEPTION USE Per Section 78-180 (i) (14), Business Services over 51000 sq. ft. are considered Special Exception Uses in the M-U Zoning District. The Applicant requested a Special Exception Use (Business Service) to build a (4)-story, 33,274 sq. ft. office building. On August 12, 2021, the subject Special Exception Use application was heard and aaaroved by Council (4-0) with the followina conditions I ee attached Development Order SEU 2-21): 1. It is understood and agreed by the Applicant that this special exception use approval is limited to 14,342.4 square feet of Gross Leasable Area of Professional Office Space. Any future increase to this amount of Gross Leasable Area shall require the Applicant to apply for a modification of this special exception use approval subject to Village Council approval. Department of Community Development —Staff Report — Mastroianni Family Office SPR 1-21 2 2. It is further understood and agreed by the Applicant that as approved, the site contains sufficient off-street parking to permit a modification to this special exception use approval of an additional 3,300 square feet of Gross Leasable Area of Professional Office Space. In the event that more than 3,300 square feet of additional Gross Leasable Area is applied for in the future, the Applicant shall be required to obtain, in addition to a special exception use modification, accommodation for any required additional off-street parking. With regard to the use of the proposed building, please see the following analysis: Level One and Level Two are planned for a combination of a common area, building amenities, car display, memorabilia, and parking. The Owner is an avid classic car collector and proposes to utilize a portion of level two to house his collection. Level Three and Level Four include office space programed at 14,342.4 square feet of gross leasable area. The below table summarizes the use of the building per Gross Leasable Area (GLA) and the building Gross Floor Area: Use Gross Leasable Area Gross Floor Area 1 st Floor — Parking/Lobby o.f. 1,713.2 s.f 2nd Floor — Common Area/Lobby o .f. 13,032.8 s.f rd Floor — Prof. Office 9,186.6 s.f. 11.32.3 s.f 4th Floor — Prof. Office 515 5.8.f 7,199.8 .f Total 14, 42.4 s.f. 33,274.1 s.t. In terms of parking calculation, the Village code refers to gross leasable area as follows: Sec. 78- 705 (6). "(6) Business and professional service, except for financial institutions: One space per 300 square feet of _gross leasable area." Per Sec. 78-4, the definition of Gross Leasable Area (GLA) "means the total floor area designed for tenant occupancy and exclusive use, including basements, mezzanines, and upper floors, if any, expressed in square feet and measured from the centerline of joint partitions and from outside wall faces. GLA is all that area on which the tenants pay rent; it is the area producing income, and is the square footage amount used by the village for determining required parking area. GLA includes all areas less common areas (see Common area)." Since the Applicant is proposing 14,342.4 sq. ft. as Gross Leasable Area; then, the total amount of parking spaces required must be 48 parking spaces. Since the Applicant is providing a total of 59 spaces; then, the amount of Gross Leasable Area can be increased to a total of 17,642.4 sq. ft. (an additional 3,300 sq. ft.). Special Exception Use application conditions of approval reflect the requirement of number of parking spaces and Gross Leasable Area. Per the Village Code, once the Special Exception Use is approved by the Village Council; then, the subject application is required to be reviewed under the Site Plan Review process. The Site Plan Review process include compliance with Article IX, Division 2, Site Plan Review. In addition, the subject application will be heard by the Planning and Zoning Board; and then, it will be heard the by Village Council for final site plan approval. The Site Plan Review process includes compliance with zoning code, aesthetics considerations and overall compatibility with the surrounding. Department of Community Development —Staff Report — Mastroianni Family Office SPR 1-21 3 IV. SITE PLAN REVIEW The Development Review Committee (DRC) for compliance with Village Code, State and Federal applicable regulations reviewed the proposed site plan for an office building "The Mastroianni Office Building". The DRC includes Community Development, Law Enforcement, Landscaping, Building, Fire Safety, the Water Department, Civil and Traffic Engineering. The subject application is located on a vacant parcel fronting US Highway 1 in the M-U (Mixed Use Zoning District). The Applicant is requesting a Site Plan Review to build a four (4) story, 33,274 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign, and other site improvements. The subject application includes a replat to revise the previously approved plat. The replat application will be heard by the Village Council concurrently with the Site Plan Review. ZONING REVIEW M-U Zoning REQUIRED BY CODE PROPOSED COMMENTS District Minimum Lot 3,200 square feet 1.05 acres In compliance Size 45,600 sf. Minimum Lot 40 feet 240 ft. In compliance Width Setbacks Front Yard Main Structure: 20 ft. In compliance Commercial: 0 ft. Rear Yard Main Structure: 89.8 ft. In compliance Commercial Where commercial abuts Residential: 10 ft. Side Yard - Main Structure: 25.5 ft. In compliance North Commercial Where commercial abuts commercial: 0 ft. Where commercial abuts residential: 7 ft. Side Yard - Main Structure: 20 ft. In compliance South Commercial Where commercial abuts commercial: 0 ft. Where commercial abuts residential: 7 ft. Lot Coverage Max Lot Coverage 29.1% In compliance Commercial Department of Community Development —Staff Report — Mastroianni Family Office SPR 1-21 4 M-U Zoning REQUIRED BY CODE PROPOSED COMMENTS District For two or more lots or parcels in excess of the minimum sized lot under unity of title: 70% (33,274 sf.) Building Height The maximum building height allowed 47' 9" In compliance shall be four stories or 50 feet above average finish grade. Parking Sec. 78-705 (6): 59 spaces In compliance (6) Business and professional service, except for financial institutions: One space per 300 square feet of gross leasable area. (48 parking spaces required) Landscape Min 25% 37.0% In compliance Open Space 11,400 sf. 171226 sf. Per Sec. 78-331 (h)(7): Pedestrian 5' sidewalks In compliance Sidewalks walkways must be a minimum of 5 ft. parallel to wide, parallel to roadways and a min of Canal Ct. & 4' from edge of roadway. Inlet Ct. Signage The application includes one monument sign, which complies with Village's Code Sec. 78-741 (2)(a) "Freestanding sign: Shopping centers within the C-1 neighborhood commercial district, as well as the commercial portions of mixed use districts shall be allowed one freestanding sign, not to exceed 60 square feet in area and not to exceed 16 feet in height from finished grade and having a minimum setback of ten feet in accordance with section 78-739. Landscaping and irrigation at the base of any such signage shall be required by the community development director, or may be required by the planning and zoning advisory board pursuant to subsection 22-53(b), or shall be recommended by the planning and zoning advisory board and required by the village council as part of the site plan review process as established in article IX, division 2 of this chapter, as applicable." The Applicant is proposing a monument sign that is 7'-8" in height, and the sign copy area is approximately 23 sf. See drawing SP-2 that provides the following information: square footage, material, color, and font. Level of Service Per Division 2, Sec. 78-331, the subject application was reviewed for compliance with Level of Service standards. See attached review letter from Mr. Matthew Hammond, P.E., and Village of Tequesta Utility Director Development Phases Infrastructure and building will be developed in one phase. Department of Community Development —Staff Report — Mastroianni Family Office SPR 1-21 5 Agency Approvals Per Division 2, Sec. 78-331(g), the Applicant provided agency letters and statements as follows: 1. Palm Beach County Health Department. Applicant provided statement 2. Tequesta Fire -Rescue Department (Fire Marshal). Applicant provided statement 3. Loxahatchee River Environmental Control District (ENCON). LETTER PROVIDED 4. Department of Environmental Resources Management (DERM). N/A 5. South Florida Water Management District (SFWMD). Applicant provided statement 6. Florida Department of Transportation (FDOT). Applicant provided statement "Response: The permit [PBC Right-of-way Permit] is in review and we hope to receive comments within 30 days." 7. Reserved. N/A 8. Metropolitan Planning Organization of Palm Beach County (MPO). N/A 9. Palm Beach County Traffic Engineering Division. LETTER PROVIDED 10. Martin County Metropolitan Planning Organization. N/A 11. Martin County Traffic Engineering Department. N/A 12. Florida Power &Light Company. LETTER PROVIDED 13. Telephone service provider, as applicable. LETTER PROVIDED 14. Solid waste purveyor. LETTER PROVIDED 15. Tequesta Water Department. LETTER PROVIDED FIRE SAFETY REVIEW Captain William Newbern, Village of Tequesta Fire Captain, as a member of the Development Review Committee, provided comments that have been addressed by the Applicant. Further review will be conducted at the time the Applicant submits construction drawings for permitting to the Fire Safety Department. BUILDING DEPARTMENT REVIEW The Village of Tecluesta's Building Official, Mr. Jose Rodriguez, as a member of the Development Review Committee, provided comments that have been addressed by the Applicant. Further review will be conducted at the time the Applicant submits construction drawings for permitting to the Building Department. LA W ENFORCEMENT REVIEW Assistant Police Chief Jim McGrew, as part of the Development Review Committee, provided comments that have been addressed by the Applicant. LANDSCAPE REVIEW See attached final review letter from Mr. Stephen Parker, RLA, and Village of Tequesta Landscape Architect Consultant. TRAFFIC ENGINEERING REVIEW Please see attached final review letter from Mr. William Grieve, P.E. from McMahon Associates, Inc. Department of Community Development —Staff Report — Mastroianni Family Office SPR 1-21 6 SEWER, DRAINAGE AND WATER REVIEW Mr. Matthew Hammond, P.E., and Village of Tequesta Utility Director provided comments that have been addressed by the Applicant. Please see attached review letter. Further review will be conducted at the time the Applicant submits construction drawings for permitting. V. FINAL REMARKS This development application met the requirements set on Section 78-334 notice of hearing. The notice of hearing was advertised in the Palm Beach Post on September 3, 2021. On August 12, 2021, the subject Special Exception Use application was heard and approved by Council (4-0) with conditions (see attached Development Order SEU 2- With regard to the subject site plan, Staff is recommending the following conditions of approval that were included on the special exception use approval: "1. It is understood and agreed by the Applicant that this special exception use approval is limited to 14,342.4 square feet of Gross Leasable Area of Professional Office Space. Any future increase to this amount of Gross Leasable Area shall require the Applicant to apply for a modification of this special exception use approval subject to Village Council approval. 2. It is further understood and agreed by the Applicant that as approved, the site contains sufficient off-street parking to permit a modification to this special exception use approval of an additional 3,300 square feet of Gross Leasable Area of Professional Office Space. In the event that more than 3,300 square feet of additional Gross Leasable Area is applied for in the future, the Applicant shall be required to obtain, in addition to a special exception use modification, accommodation for any required additional off-street parking." Department of Community Development —Staff Report — Mastroianni Family Office SPR 1-21 7 VI. EXISTING CONDITIONS mw� Department of Community Development —Staff Report — Mastroianni Family Office SPR 1-21 8 Lance Lilly From: Jose Rodriguez Sent: Wednesday, June 30, 2021 8:58 AM To: Lance Lilly Subject: RE: TEQUESTA OFFICE BLDG - resubmittal review required Review completed, no comments. Thank You Jose Rodriguez, BCA, MCP 345 Tequesta Drive Tequesta Florida 33469 561-768-0511 From: Lance Lilly <Ililly@tequesta.org> Sent: Tuesday, June 29, 2021 10:50 AM To: 'Ebersole, Trent'<tebersole@mcmahonassociates.com>; Lercari, Natalia<nlercari@mcmahonassociates.com>; Grieve, William<wgrieve@mcmahonassociates.com>; Jose Rodriguez <jrod riguez@tequesta.org>; Gustavo Medina <gmedina@tequesta.org>; James McGrew <jmcgrew@tequesta.org>; James Trube <jtrube@tequesta.org>; William Newbern <wnewbern@tequesta.org>; steve@pydg.com; Matthew Hammond <mhammond@tequesta.org> Cc: Lynne Britt <Ibritt@tequesta.org>; Tessa McKay <tmckay@tequesta.org>; Nilsa Zacarias <nzacarias@tequesta.org> Subject: TEQUESTA OFFICE BLDG - resubmittal review required Good Morning DRC Members, Community Development has received the resubmittal for the proposed "Tequesta Office Building" (former Pelican Square site). As part of the Development Review Committee, you will be received the resubmittal, which was submitted by the applicant (for Water, Building, Police and Fire Safety, the package has been left on the incoming mail box in the kitchen or physically delivered to your department. In addition, we will be uploading the digital files to the BS&A system, so you can also do your review on the digital files. We will also up load into their FTP sites for our consultants. Please review and provide us with any comments you may have by next Friday, July 9, 2021. If you cannot provide your comments by the 9t", please let us know. Thank you, Department of Community Development Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 (561) 401-9459 TRANSPORTATION ENGINEERS & �1V�C1�lAHON ni nninirnc� McMahon Associates, Inc. � 2090 Palm Beach Lakes Boulevard, Suite 400 West Palm Beach, FL 33409 P. 561.840.8650 mcmahonassociates.com TECHNICAL MEMORANDUM TO: Nilsa Zacarias, AICP Village of Tequesta CC: R. Trent Ebersole, P.E. Natalia T. Lercari, P.E., LEED McMahon Associates, Inc. FROM: William A. Grieve, P.E. McMahon Associates, Inc. SUBJECT: Tequesta Office Building (a.k.a. Mastroianni Family Office) -Site Plan Review McMahon Project No. M11172.19 DATE: September 2, 2021 McMahon Associates, Inc. (McMahon) has completed a review of the following: 1) Justification Statement, prepared by Gentile Glas Holloway O'Mahoney & Associates, dated April 30, 2021 (revised July 30, 2021), 2) Traffic Impact Statement, prepared by Simmons & White, dated April 26, 2021 (revised July 20, 2021), 3) Site Plan, prepared by Gentile Glas Holloway O'Mahoney & Associates, dated April 30, 2021 (revised July 30, 2021), and 4) Construction Plans & Specifications, prepared by Jeff H. Iravani, Inc., dated February 3, 2021 (revised June 15, 2021) All of McMahon's comments have been satisfactorily addressed. McMahon has no further comments. If you have any questions, please feel free to contact me. Sincerely, wd,-� e William A. Grieve, P.E. Project Manager WAG/cec F:\FL\11172M_ViIIage_Of_Tequesta_TransportationServices\11172M_19_TequestaOffice BuiIding\Correspondence\Comments\TechMemo_Tequesta Office Building_090121.docx Engineering I Planning I Design I Technology Transportation Solutions Building Better Communities Village of Tequesta Department � FirewRescue Services �� ^ 357 Tmquemta Drive 561'760'0500 Toqueoto, FL 38469 vvww-tmqummta.nrg James T,ube, Fire Chief DATE: August l5,2O21 TO: Nilsa Zacarias, Community Development Director CC` Lance Lilly,, Planner FROM: Captain William Newbern, Plan Reviewer SUBJECT: Follow upDRCReview for G91N.USHighway l(MastroianniFamily Office Building) The following comments are based on a second DRC Review of the proposed building located a1G9lN.USHighway l(MastroianniFamily Office BuUding). l- The applicant has responded acceptably toall comments contained inthe preliminary Fire Department DRC Review letter dated May 13, 2021. Z. The applicant's representative communicated with Tequesta Fire Rescue recently concerning apossible change relating Lothe vehicles displayed onthe second floor of the building. Specifically, the representative indicated that the owner was considering achange inthe method ofmoving vehicles inand out ofthe display area by driving them instead of pushing the vehicles or utilizing dollies to move them. The representative was informed that this change may significantly alter the fire and life safety code requirements for the building. This submittal does not indicate any of the aforementioned changes related to this situation. The above statement from Tequesta Fire Rescue pertaining to this stands. If the applicant intends to pursue any changes, such changes shall be required to comply with the appropriate code requirements contained within the Florida Fire Prevention Code, NFPA 1, and NFPA 101. Detailed information relating to the display, movement, and operation of these vehicles shall beidentified inwriting during the Plan Review process. Vice -Mayor Kyle Stone Mayor Abby Brennan Council Member Laurie Brandon Village Manager Jeremy Allen Lance Lilly From: Sent: To: Subject: Yes. This will be good. Thankyou James McGrew Monday, August 2, 2021 2:07 PM Lance Lilly RE: dumpster - TEQUESTA OFFICE BUILDING From: Lance Lilly <Ililly@tequesta.org> Sent: Monday, August 2, 2021 2:04 PM To: James McGrew <jmcgrew@tequesta.org> Subject: dumpster - TEQUESTA OFFICE BUILDING Good Afternoon Asst. Chief McGrew, Please see the below drawing pertaining to your concerns of the dumpster screening. The applicant has included slats to allow visibility inside the dumpster. ILI ° Ail 11 rr?I r1. zA 1411ze i P'd for .14ces5� az. ® a�4 ' x, (Y.+/.fft open) StElc o t-FN wa 11. C010, to iri*41W9 . fog villMity into ivxlow i e- Ir nt El ton Concl e-te Pact Dumposter Enclosure Detalml N. Please let me know if this satisfies your concerns. Thank you, .WWW MI.# Department of Community Development Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 (561) 401-9459 1 To: From: CC: Date: Re: Village 345 Tequesta Drive Tequesta, FL 33469 Lance Lilly- Planner of T 561-768-0700 www.tequesta.org Matthew Hammond — Utilities Director Nilsa Zacarias — Community Development Director July 12, 2021 Mastroianni Family Office — Utilities Development Review The Utilities Department has reviewed the proposed site plan for the Mastroianni Family Office project for conformance with utility requirements. The review included the following documents: • Response Letter by Gentile, Holloway, O'Mahoney & Associates dated June 23, 2021 • Site Development Plan for Mastroianni Family Office by Gentile, Holloway, O'Mahoney & Associates dated June 23, 2021 (Sheets SP1) • Construction Plans and Specifications for Mastroianni Family Office by Jeff H. Iravani, Inc. signed and sealed June 22, 2021 (Sheets C1— C11) • Landscape Development Plan for Mastroianni Family Office by Mastroianni Family Office by Gentile, Holloway, O'Mahoney & Associates dated June 23, 2021 (Sheets LP1) • Drainage Statement by Jeff H. Iravani, Inc. signed and sealed June 21, 2021 • Potable Water Statement by Jeff H. Iravani, Inc. signed and sealed June 21, 2021 Based on the review of the above the following comments are offered: gitA Plan 1) No Comments. Construction Plans and Specifications 2) Sheet C-3: The proposed bubble -up outflow discharges into Palm Beach County right-of- way and stormwater system. Provide written confirmation from Palm Beach County that the receiving storm system is capable of accepting the proposed discharge. The Palm Beach County ROW permit for the storm water discharge shall be transmitted upon receipt. 3) Sheet C-4: If Loxahatchee River District will be owning and maintaining the lift station a separated water service to serve the lift station will be required. Addressed. Vice -Mayor Kyle Stone Mayor Frank D'Ambra, III Council Member Laurie Brandon Council Member Bruce Prince Council Member Molly Young Village Manager Jeremy Allen 4) Sheet C-8: No thrust blocks are permitted. Thrust restraint shall be by restrained joints only. Addressed. Landscape Plan 5) Please install root barriers between proposed gumbo limbo trees and right-of-way line. Addressed Drainage Statement 6) Provide confirmation that proposed stormwater system is designed to maintain 95 percent of all stormwater runoff on -site [Ch 62-62(3), 66-16(g)(3), 78-331(h)(3)] Addressed Potable Water Statement 7) No Comments. ' "WLV L�611 '91a rL.; ODA PARKER YANNETT.E design grotip, h1c. MEMORANDUM TO: Nilsa Zacarlas, AICP Lance Lilly Village of Tequesta Department of Community Development FROM: Stephen J. Parker, ASLA DATE: August 25, 2021 RE: Mastroianni Family Office I have reviewed the landscape plan for the Mastroianni Family Office, as prepared by Gentile Holloway & O'Mahoney & Associates, dated 8/23/21, and approve the plan as submitted. Please contact me with any questions. Sincerely, Steph Par ASLA SJ P/cy LANDSCAPE ARCHITECTURE 9 PLANNING 9 GRAPHICS 4 4 2 5) Milliiary Trail -Suite 202 JUPiter, Florida 33458 561/747-5069 Lic. # LA-0001347 FILED: Village Of Tequesta ORDER OF THE VILLAGE COUNCIL Date: 21 VILLAGE OF TEQUESTA Time: REQUEST FOR SPECIAL EXCEPTION APPROVAL CASE NO.: SEU 2-2 1 IN RE: MASTROIANNI FAMILY HEADQUARTERS LLC, Owner Gentile, Glas, Holloway, O'Mahoney & Associates Inc., Applicant PROPERTY LOCATION: 691 N. US Highway 1, Tequesta, FL 33 )469 LEGAL DESCRIPTION: PELICAN SQUARE TR A K/A COMMON AREA,, STORM WATER DRAINAGE, PARKING & RECREATION PARCEL CONTROL NUMBERS: 60-43-40-30-64-001 -0000 REQUEST: Special Exception Use (Business Service) to build a four (4) story, 33,274 sq. ft. office building. The application includes a landscaping plan, one (1) monument sign, and other site improvements. The address of the property is 691 N. US Highway 1, Tequesta, Florida 33469, ORDER GRANTING SPECIAL EXCEPTION USE This cause came on to be heard upon the above application and the Tequesta Village Council having considered the evidence presented by the applicant and other interested persons at a hearing called and properly noticed., and the Tequesta. Village Council, being otherwise duly advised, THEREUPON, THE TEQUESTA VILLAGE COUNCIL FINDS AS FOLLOWS: 1. The subject property is located in the MU (Mixed Use) Zoning District in the Village of Tequesta. The Applicant submitted all documents required by the Village's Code of Ordinances for Special Exception review and final action. The application and all supporting documentation and presentation materials as reviewed by the Village Council at its August 12, 2021 meeting, and as kept on file by the Village, are made a part hereof and are hereby incorporated by reference. 4. According to section 78-180(1)(14) of the Official Zoning Ordinance of the Village of Tequesta, Business Services over 5,000 sq. ft. are permitted as a special exception. use in the MU Zoning District upon approval by the Village Council. 5. The Applicant has applied for a special exception use approval to build a four (4) story, 33,274 sq. ft. office building, thus allowing, for Business Services in excess of 5,000 sq. Page 1 of 3 ft. of Gross Leasable Space, as all described in the supporting documentation and presentation materials. 6. Under the Village Code of Ordinances, the Village Council has the right, power and authority to act upon the Applicant's request. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: The application for Special Exception No. SEU 2-21, build a four (4) story, 33,274 sq. ft. office building, with landscaping plan, one (1) monument sign, and other site improvements as all described in the supporting documentation and presentation materials at the above -referenced property in the Village of Tequesta, Palm Beach County, Florida, in accordance with the application and other materials reviewed and considered by the Village Council and attached to this order as Exhibit A is hereby APPROVED. The following conditions of approval shall apply hereto: 1. It is understood and agreed by the Applicant that this special exception use approval is limited to 14,3 )42.4 square feet of Gross Leasable Area of Professional Office Space. Any future increase to this amount of Gross Leasable Area shall require the Applicant to apply for a modification of this special exception use approval subject to Village Council approval. 2. It is further understood and agreed by the Applicant that as approved, the site contains sufficient off-street parking to permit a modification to this special exception use approval of an additional 3,300 square feet of Gross Leasable Area of Professional Office Space. In the event that more than 3,300 square feet of additional Gross Leasable Area is applied for in the future, the Applicant shall be required to obtain, in addition to a special exception use modification, accommodation for any required additional off-street parking. Please note: 0 The term Applicant(s) as used here shall include all successors and assigns. ■ The Applicant's special exception approval shall expire in twelve (12) months unless a building permit has been obtained. preliminary site plan or plat approval has occurred, or other significant t_11) action to satisfy the requirements of this approval have occurred in accordance with Sec. 78-368. Page 2 of 3 DONE AND ORDERED THIS I % DAY OF AUGUST, 2021. MAYOR FRANK D'AMBRA, Ill, VILLAGE OF TEQUESTA OF-74�7 LORI McWILLIAMS, MMC VILLAGE CLERK SEAL INCORPORATED: IR 4 OF .1putmaktit Page 3 of 3 Florida Power& Light Company April 28, 2021 To: Gentile I Holloway I O'Mahoney & Associates, Inc. 1907 Commerce In, Suite 101 Jupiter, Florida 33458 Re: 691 US Highway 1, Teq uesta Dear Customer: This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service will be furnished in accordance with applicable rates, rules and regulations. Preliminary analysis of your request has indicated that a line extension will be required and will most likely require a Contribution in Aid of Construction to be paid in order to provide service. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service when required. S i ncerely, �2�l�d2 Trevor Buys Associate Engineer a NEXTera ENERGY Company JEFF SABIN GOVERNMENT AFFAIRS WASTE MANAGEMENT INC. OF FLORIDA 7700 SE BRIDGE RD HOBE SOUND, FL 33455 P H : (772) 545-1327 MOBILE: (772) 263-0017 June 4, 2021 Alec Dickerson Gentile, Holloway, O'Mahoney & Associates, Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 Re: 691 US Highway 1, Tequesta, Florida Mr. Dickerson: Please find this letter in response to your request for confirmation of service availability for the above location. Waste Management of Martin County can adequately accommodate the prescribed services at this location as provided for in our Solid Waste and Recyclable Materials Collection Services Agreement with Palm Beach County. We appreciate the opportunity to service this location and look forward to working with the developers and builders in making it an environmentally friendly project. If you have any questions or concerns, please contact Sales Manager Robert Holden at 561-662-9988, or me at 772-263-0017. r4ft-14F-GIRPOPMM JEFF SABIN Government Affairs Cc: Robert Holden Village 345 Tequesta Drive Tequesta, FL 33459 4/28/2021 Alec R. Dickerson — Senior Planner r of Tequestow- 0 rAir _ coU P- Gentile Glas Holloway O'Mahoney & Associates, Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33448 5 f 1-768-0700 www.tequesta.org RE: Mastroianni Family Office — 691 N US HIGHWAY 1- Service Availability Dear Mr. Dickerson, This letter confirms that the referenced property is located within the Village of Tequesta Potable Water Utility Service Area. The Village of Tequesta Public Water System has available system capacity to serve the 14,811+/- square foot proposed professional office building. Offsite improvements may be required to serve the proposed development based on the final design. A GIS figure of the known Village infrastructure is attached for your reference (note the sanitary sewer infrastructure are owned and operated by the Loxahatchee River District). The piping depicted in this figure are pictorial in nature only and may not be in the exact locations shown. Please note that this letter does not constitute a commitment for service until final design is approved by the Village of Tequesta Utilities Department. Sincerely, Matthew Hammond Utilities Director Vice -Mayor Kyle Stone Mayor Abby Brennan Council Member Frank D'Ambra Council Member Laurie Brandon Council Member Bruce Prince Village Manager Jeremy Allen Matroianni Family Office 4/28/202113:54:18 PM 1:11128 0 0.01 0.01 0.03 mi © Fire Hydrants Sanitary Sewer Lateral (9 Potable Water Valves Sanitary Sewer Gravity Main 0 0.01 0.03 0.05 km Potable Water Main 0 Sanitary Sewer Manhole 17 Sanitary Sewer Low Pressure Station Sanitary Pressurized Main Palm Beach County - Service Area Parcels Potable Water Service Boundary Esri, HERE, Garmin, PC, State of Florida, Maxar, Microsoft Village of Tequesta State of Florida, Maxar, Microsoft I Esri, HERE, Garmin, PC I IFtON141 0 0 LU to W X 07 1971 D. AJbrey Amin, ton, Ph.D. EXECUTIVE DIRECTOR LOXAHATCHEE i�� 50 April 30,2021 Stephen B. Rockoff Mastrolanni Family Headquarters LLC CHAIR MAN 115 Front Street, Suite 300 Jupiter,, FL 33477 Gordon M. Boggle Re: Mastroianni Family Office BOARD MEMBER 691 N. US Highway 1., Tequesta.. FL RIVER DISTRICT ,yeaw,j-, 197/-ZOZ/ To Whom It May Concern: Dr. Matt H. Rostock 130APD MEMBEP This letter is provided in response to a recent request by Alec R. Dickerson, of Gentile, Holloway, O'Mahoney and Associates,, Inc.., concerning sanitary sewer service availability for the subject property. Harvey M. Silverman BOARD MEMBEP Please be advised that this property has one low pressure sewer service. Should you require additional information on this matter, please contact District James D. Snyder Engineering Department at (561) 747-5700 Ext. 4052 BOARD MEMBER Very truly yours, Kris Dean','P,-.E. Deputy Executive Director/Director of Engineering Services Cc: Alec@2gf-io.com M:\ENG I N EER\FORMS\SEWER AVAILABILITY LET-FERS\_mastroianr)i-20210430—sewer ava da bility lettendocx 2500 Jupiter Park Drive Jupiter, Florida 33458 TEL: (561) 747-5700 FAX. 1561) 747-9929 loxahatcheeriver.org Water Reclamation - Environmental Education - River Restoration PARTNERS VIA Email: alec(k2gho.com April 3 0, 2 0 21 GENTILE HOLLOWAY O'MAHONEY & associates, Inc. 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 Attn: Alec Dickerson RE: Mastroianni Family Center TECO Peoples Gas has natural gas service in the vicinity of the above -mentioned property and we welcome the opportunity to service your client with natural gas. The typical average daily energy demands can not be determined until we have more information about your client's gas equipment. Please ask your client to call us with that information. A site plan is required for us to indicate our existing facilities and projected future facilities intended to service the project. In the meantime, should you need further assistance you can contact Sherry Horton by calling 772-216-9622. Sincerely, Sherry Horton Sherry Horton Account Manager TECO Peoples Gas Palm Beach & Martin Counties SH Department of Engineering and Public Works P-0- Box 21229 West Palm Beach. FL 33416-122q (561) 684-4000 FAX- (561) 684-4050 www.pbcgov_com 0 Palm Beach County Board of County Commissioners Dave Kerner, Mayor Robert S. Weinroth, Vice Mayor Maria G. Marino Gregg K. Weiss Maria Sachs Melissa McKinlay Mack Bernard county Administrator Verdenia C. Baker "An Equal Opportunity Affirmative Action Employeru. May 12, 2021 Bryan G. Kelley, P.E. Simmons & White, Inc. 2581 Metrocentre Blvd., Suite 3 West Palm Beach, FL 33407 RE -M Mastroianni Family Office Proj , ect #: 210504 Traffic Performance Standards Review Dear Mr. Kelley: 'I'lie palm Beach County Traffic Division has reviewed the Mastrod anni Family Office Traffic Impact Statement, at Agri 26, 2021, purstiant to the Traffic Performance Standards in Article 12 of the Palm Beach County Unifted Land Development Code (ULDC). The project is Summarized as follows: Municipality: Tequesta Location: SEC of Canal Ct and US- I PCN: 60-43-40-30-64-001 -0000 Access: Access driveway connections onto Canal Ct and onto Inlet Ct (As used in the study and is NOT necessarily n approval by the County through this TPS Existing Uses. Vacant Proposed Uses: G eneral Office = 14, 811 SF New Daily Trips. 149 New Peak Ho ur T rips 3 6 (31/5) A M - 15 (3/12) PM Build -out: December 3 1, 2026 Based on the review, the Traffic Division has determined that the proposed development meets the Traffic Performance Standards of PaIni Beach `oLinty. Please note the receipt of a Traffic Performance Standards (TPS) approval letter does not constitute the review and issuance of a Palm Beach County Right -of - Way (R/W) Construction Permit nor does it climinateany requirements that may be deemed as site related. For on within Palm Beach County R/W, a detailed review of' the. project will be provided Upon subrnittal for a R/W penis it application. The project is required to comply with all Palm Beach County standat ds a'rid may include RJW did ]cation. No buildfiw, permits are to be issued by the Village after the build -out date specified above. The County traffic concurrency approval is subject to the Project Aggreo,,-iLion Rules set forth in the Traffic Performance Standards Ordinance. The anDroval letter shall be valid no lonvzor than one year from date of -issuance unless an application for a Site Specific Dcyclopmeat Order has I) erg approved S an applIcaflion for a Site Specific Development Order has been submitted- or the apj!roval letter has been spperseded by another approval letter for the same p6nted on sustainable and recycled papor Bryan G. Kelley, P.E. May 12 2021 Paiae 2 9111-19 UYOLI have. any questions regarding this determination, please contact me at 561- 694-4030 or eiflail QBari@pbcgoy.or . Sincerely'. QLLazi Bari, P.E., P'1'0E Manager — Growth Managenient Traffic Division Q13:1-W-rb cc: Addressee Nilsa Zacarlas, Village Planner, Village. of Tequesta Hanane Akif., EA., PrQlcct Coordinator Il, Traffic Division Steve Bohovsky, Technical Assistant H], Traffic Division Fjle_ (z=erzl - TPS - Mttn - Traffic Stu & Review 1',.TRA FF1 OH A�1NIUNICIPA LIT[ESWP RdVA LS%2021'-,210504 - MASTROJANNI FAM I LY OFFICE. DOCX I r ------------------------ I VILLAGE OF TEQUESTA DEPARTMENTAL USE ONLY I I Department of Community Development Ck. # Fee Paid: 'A 345 Tequesta Drive Intake Date: Tequesta, Florida 33469 Ph: 561-768-0451 / Fax: 561-768-0698 vsrv�.tequesta.org PROJECT #: L------------------------ APPLICATION FOR SITE PLAN REVIEW DRC PLANNING & ZONING BOARD Meeting Date: VILLAGE COUNCIL Meeting Date: INSTRUCTIONS TO APPLICANTS: 1. Please complete all sections of this application. If not applicable, indicate with N/A. 2. Provide all required documents as shown on the attached checklist. If not applicable, indicate with N/A. All construction, additions, and/or alterations within the Village, except in districts R-1A and R-1., must be reviewed by the Planning & Zoning Board. The Planning & Zoning Board meets the third Thursday of every month at 5:30 p.m, as needed in the Village Hall Council Chambers, 345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting dote. The Planning and Zoning Board shall have general authority as outlined in Sec. 22.53. After review and recommendation by the Planning & Zoning Board, applications will be heard by the Village Council for final approval. The Village Council meets regularly on the second Thursday of every month at 6:00p.m., in the Village Hall Council Chambers. I. PROJECT DESCRIPTION & OWNER/AGENT INFORMATION PROJECT NAME: Mastroianni Family Office PROJECT ADDRESS: 691 US Highway 1, Jupiter, FL 33458 DESCRIPTION OF PROJECT: Site Plan Approval for a Corporate office Building Property Control Number (PCN), list additional on a separate sheet: .60434030640010000 Estimated project cost: Over $200,000 Property Owner(s) of Record: MASTROIANNI FAMILY HEADQUARTERS LLC Address: 115 FRONT ST STE 300, JUPITER, FL 33477 Phone No.: Fax No.: E-mail Address: paul@acdofsouthflorida.com Applicant/Agent (if other than owner complete consent section on page 3): Name: 2GHO; Inc. - Troy Holloway, and Alec Dickerson Address: 1907 Commerce Lane, Suite 101, Jupiter, FL33458 Phone No.: 561-575-9557 Fax No.: 561-575-5260 E-mail Address: troy@2gho.com, alec@2gho.com 1 I If. LAND USE & ZONING A) ZONING DESIGNATION Mixed Use B) FUTURE LAND USE DESIGNATION Mixed Use C) Existing Use(s) Vacant D) Proposed Use(s), as applicable Professional Office (exceeds 5000 sf) 111111. ADJACENT PROPERTIES -------------------------------------------------------------- Name of Business/ Subdivision Land Use Zoning Existing Use(s) Designation Designation ---------- ----------------------------------------------, Approved Use(s) NORTH Phoenix Health Commercial C-2 Office -------------------------------------------------------------- SOUTH ----------- EAST i.Single Avis/Budget Rental T ----------- ----------------- Family - - ---------------------------------------- Commercial C-2 Car Rental Facility -4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1MR -51 PBC 'RS, PBC residential ---------------------•..................................... WEST Tequesta Trace MU !MU AL I IV. APPLICANT"S STATEMENT OF JUSTIFICATION 11 Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and all other provisions of the village comprehensive development plan, and further that the projected use is specifically authorized by development ordinances and regulations. The statement shall include, but not be limited to., specific references to those sections of the comprehensive plan relating to the proposed development. Attach additional sheets if necessary. 2 V. OWN APPUCA,NT ACKNOWLEDGEMENT AND toNSENY Consent statement (to be completed if owner 1s using an agent) I/We, the owners, hereby give consent to 2OHQ, ins, to act on my/our behalf to submit this application, all required material and documents, and attend and represent me/us at all meetings and public hearings pertaining pp P P Y p gs pertains to the a ifcation and ro e�rt #,ewe own descried in the a pliration. By signing this document, I/w.e affirm that i/we ur►derstand and will comply with the provisions and regulations of the Village of Tequefta, Florida Code of Ordinances. I/we further certify that all of the information contained *in this application and all -the documentation submitted is true to the best of my/our knowledge. 114"r+i , `.l Faifily eod-'•uarters, I_L.0 2GHO -Ili. Troy Holloway dwtter' p Applicant/AgerWs Na (please print) �. � F " Ses Si nait�ure B Ap plicanggen , s Sign _ t ure 'Z. Date Date We APPLICATION FEES t1) PreOppIkUMn nwetir g. A pre -application subr IMI meeting shall be held with the owner and/or applicant and his/her design team and the community development director and his/her development staff. A$3©0M fee applies. (2) Review by the DMIOPMent Review C=Mftiee jMq. The Community Development Director or designee shall submit such application for departmental staff and consultant review within 30 daysof completed application. receipt of a M a $+400.00 fee applles. (3) Review bP the Planning and Zoning Swrd The Community Development Director or designee shall submit such appikattion for Planning and Zoning Board review within 45 days of receipt of a completed application. U: a $30o.o0 fee (ftita! apiarro 01) QB a $5M00 fee (recornm+endbtibn to VJIMge cuuncy) applies (4) Review by Wage Co►rsnc. Within 45 days of review by the Planrdng and Zoning Board, the Community► Development Dicer or designee shall then submit such application, Including the recommendations of the Planning and Zoning Board, for Village Council review. a $300.00 fee plus an additional fee based an the es mfite d cost of work appaec To aonr+ec all aditcr i adMnlstmthm cas% actual or araldpatK Mdudln& but not amhd ta, eking fens, conwItmt fees and special studies, the applicant shall comper a the grillage for all such coeds Pdw to the processing of the appihatton Or not hater the 30 days afty lrR„ ipptlagan approval whktmver Is determined as apprvp►late by the village. Failure W make such payment rnay► a. c%, ,nLs for me t iss *ng a buNdkV ar coning permit, cite of aearpmy or comptedan. Costs essotlsted with advertising it a hearings and other public notke requimmerds are the respon3gallltr of the applicant The fee shall be paid q0r to ;j iltagon being SOWduled for a public hearrng requlrtng notice, r''gn tur+e to AdmoMl edge I V111. APPLICATION SUBMITTAL REQUIREMENTS AND REVIEW PROCESS I The applicant will submit to the Village of Tequesta Department of Community Development the following documents for review by the Development Review Committee (DRC), forty-five business (45) days prior to the meeting date: 1) Seven (7) 11x17 sets and Three (3)fufl size sets of professionally prepared site plans showing all existing and proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dimensions of street frontages, property lines and all signage. 2) Fourteen (14) 11x17 sets and Two (2) full size sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division IV, Landscaping. 3) Fourteen (14) 11x17 sets of multi -dimensional color renderings andlor photographs are to be provided. The Planning & Zoning Board requires an exact rendering of the proposed modification,, construction or addition. Color photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support materials (i.e., canvas, wood, metal, etc.) be provided. 4) One (1) CD disk with PDF files including the completed application. 5) Any other documents, maps, photographs, or drawings that may help clarify the position of the applicant. NOTE: All renderings, models, drawings, photos, etc, will become the property of the Village of Tequesta. Pre -application meeting IF APPLICATION SUBMITTAL DEADLINE Deadline is 45 business days prior to P&Z Meeting date DRC Meeting Held within 2 weeks of application submittal I DRC comments provided to Applicant within 1 week of DRC meeting I Re -submit application Planning & Zoning Board Meeting — Deadline is 2 weeks following receipt of ► recommend approval DRC comments (311 Thursday of each month) Village Council Meeting —final approval (2nd Thursday of each month) 4 Vill. SITE PLAN REVIEW APPLICATION SUBMITTAL CHECKLIST GENERAL (1) A completed application signed by owner, agent/applicant. Authorization must be attached if applicant is other than owner. (2) Required application fees. (3) Statements of unity of title, warranty deed, or purchase contract of the subject property. (4) General location map, showing relation of the site for which site plan approval is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. (5) A recent aerial photograph of the site. SURVEY (1) A signed and sealed boundary survey (not more than one year old) and legal description of the property, including any and all easements of record as well as existing topographical conditions of the site. (2) Existing streets and roadway improvements (medians, driveways, signage, etc.) and existing structures within 100" of the project boundary. (3) Existing utilities within 100" of the project boundary. (4) Existing trees identified by caliper and species. SITE PLAN (1) A site plan containing the title of the project and names of the architect, engineer., project planner and/or developer, date, and north arrow, and based on an exact survey of the property drawn to a scale of sufficient size to show: a. Boundaries of the project, any existing streets, buildings, watercourses, easements, section lines, and water and sewer lines, well and septic tank locations, and other existing important physical features on the site and on property adjacent to the site. b. Tabular project data to include: Total gross site area in acres & square feet 11.05ac; 45,600 sf -- ---------- -- - ----------------- Total number of units (multi -family) NA — — - ---------- Total square feet of each primary structure . ........ ........ ---- - - - ------------------- i One Structure - 33,274.1 sf Total square feet of accessory structures i NA -- -- ------- --- -------- Total footprint of each building in sq ft & % 'see above Overall mean building height & number of stories — ------ - --------i — - ---------- ----- - ---- - -- 1 14 stories; 47'9" --------------------------------------------- Finished floor elevation for all structures 114.0' Total »----�-»-------T project density in units per acres,, if applicable ----------- --«-_-«-------_--------___»__W___»____________-_-------_-�--- !NA Total proposed off-street parking spaces 159 Height and location of proposed fences and/or walls 16'wall existing (east prop line) «_w-�--------»_...�._-»-_----------___._�____--__--; Proposed drive aisle width -----------------____�_...««_»_�_-_---�-_�________________---,_-�- ;25' drive aisle Proposed sidewalk width .�__------------------�-----------------_�_.��w__.----;-------_-_--------.___.«__«�«______________�_W_-______-__-_-----_--___ 5' Cons Walk 5 c. Provide site data and setbacks: Lot coverage Impervious area Open space area -------------- ---- --------- ---------------------- --------- ---------- -------------- --- -------------- ------------------------------------------------------------------------------------------------------------------- TOTAL SQ FT 113,295sf 128,374sf 11 17,226sf --------------------------------------- ----------�----------------------------- ----------------------F--------------------------------------------------------}---------------------------------------------------------- PERCENT (%) OF SITE o ' 129.1 % ; 63.0 /0 1, 37% Front Side I Side Rear Primarystructure -__ ------------ r----------------------------------; __--_--_ -----�-------------- --- ---------------t---------- ---------------------------- 20 "North 25.5 : South 20 ; 89.8 Accessta►--------------- - -----structure - - --------------r------------------------------------------------- ------------------------- -------- ------ ------------- ------------- ------- ---------- --- ------------------------ NA ; NA ; NA ; NA d. Plans and location for recreation facilities, if any, including buildings and structures for such use. e. All mechanical equipment and dumpster locations, screens and buffers. f. Refuse collection and service areas. g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for fire protection. h. Plans for signage including size, location and orientation. i. Project information on beds, employees, seating, etc. as necessary depending upon the type of development. j. Exterior lighting of all buildings, parking areas and the overall site, addressing glare, traffic safety, economic effect and compatibility and harmony with adjacent properties. k. Proposed topographic considerations including natural vegetation, berms, retaining walls, privacy walls, and fences. (2) Required floodplain management data: a. Flood zone designation b. Base flood elevation C. Coastal high hazard design considerations ENGINEERING PLANS (1) Proposed access (ingress/egress) to project, drive aisles, driveways, streets and sidewalks with dimensions and turn radii for internal and external vehicular traffic. (2) Proposed traffic control signs. (3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the drainage and/or sewage plans require independent review, the applicant shall pay for such review by an independent engineer. (4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope, elevation, drainage pattern, natural vegetation and accessibility of the development. (5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the applicant and shall include but not be limited to the following: a. Future right-of-way dedications. b. Intersection improvements. c. Traffic control devices. d. Traffic generation analysis. e. Distribution and assignment of traffic access. f. Additional roadway needs. 0 g. Traffic safety standards, including the separation of pedestrian and vehicular traffic. h. Compliance with Palm Beach County Performance Standards Ordinance. LANDSCAPE PLANS (1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and information as to which trees will be reused or removed. Landscaping plans shall comply with section 78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398, and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by section 78-394, as applicable (See section 78-392 for applicability). (2) Plans shall provide clear sight lines. (3) Location of light poles. (4) Provide landscape plan data: Required Provided ------------------------- --- ------------------- - --------- -------- - -- ---------------------------------- T---------------------------------------- - -------- - --------- - ------------------------------------------------------ Number of trees (including percent native) i 134 14 4 --------------- — - - ----- -------- - ------------- - -- - - - ------ Number of shrubs (including percent native) ------------- - ------ ----------------------------------------------------- -------- - ------------- ---------- ------------ - -------------- NA INA -- -------------- - ------------ ------- -------- --------- - -- - ------- - ---------------------- ------- - -- - -T ------------------------ -------- ------------- ----------- T ------- - ------- - ------ -------------------------- - - Amount of groundcover (including percent native) incl. sh ru bs-grd covers :50.7%(1,241 of 2,447) ------------------- -- - - - ------ ---- --------------------------- ----------------------- --- ------------- . ...... . .......... . .............. -- — --------------- ---- -- - ---------------- Total percent of native vegetation 150% .50.2% ARCHITECTURAL PLANS (1) Architectural elevations and color renderings for buildings in the development, and exact number of units, square footage and types, together with typical floor plans of each type. (2) Type of construction of all buildings per Florida Building Code. (3) Color finishes and material examples and/or samples for all structures including roof, walls, trim, pavers, etc. ADDITIONAL REQUIREMENTS (1) Environmental impact study/assessment. All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a environmental statement describing how the proposed development will affect the estuarine water quality of the class III waters of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50 Article 11, pertaining to environmentally sensitive lands. (2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. (5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of trust, surety arrangements, or other legal instruments providing adequate guarantee to the village that such common facilities will not become a future liability for the village. (6) If development is to occur in phases, those phases should be clearly delineated on the site plan and identified in the plans and requirements appurtenant to that site plan, and each development phase shall be subject to site plan review by the village. 7 (7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon the use of the land, buildings and structures, including proposed easements or grants for public utilities, if applicable. (8) A statement that the development/redevelopment will provide the necessary infrastructure to meet the following level of service standards pursuant to the criteria outlined in Sec. 78-331(h): a. Traffic (roads and rights -of -way) b. Sanitary sewer c. Drainage d. Potable water e. Recreation f. Fire flow requirements g. Pedestrian walkways (9) A statement from the applicant or landowner that all pertinent permits are concurrently being sought from the applicable county, state, and federal agencies listed below. Include a copy of the letter/document with the application. Such permits shall be secured prior to the issuance of a building permit for any development on property included within the site plan. a. Palm Beach County Health Department b. Palm Beach County School District c. Tequesta Fire -Rescue Department (Fire Marshal) d. Loxahatchee River Environmental Control District (ENCON) e. Palm Beach County Department of Environmental Resources Management (DERM) f. South Florida Water Management District (SFWMD) g. Florida Department of Transportation (FDOT) h. Metropolitan Planning Organization of Palm Beach County (MPO) i. Palm Beach Traffic Engineering Division j. Martin County Metropolitan Planning Organization k. Martin County Traffic engineering Department I. Florida Power & Light m. Telephone service provider, as applicable n. Solid Waste purveyor o. Tequesta Water Department p. Other municipal,, county, state and/or federal agencies as may be applicable. 8 May 27, 2021 Village of Tequesta Department of Community Development 345 Tequesta Drive Tequesta, FL 33469 RE: Mastroianni Family Office To Whom It May Concern: This letter is to serve as permission for 2GH0, Inc. to act as the agent to prepare and d attend all.meetings pertaining to the property as above governmental applications to be filed within the Village of Nicholas A. Mastrolanni IL. Authorized Signatory Print Name & Title, STATE OF (� Q COUNTY OF � Q � I hereby certify on the j day of 2021 b al personally appeared before me and produced identification, or is personally _known to me, to be the person described herein and who executed the foregoing instrument. Witness my hand and official seal. in the state and county, the day and year aforesaid. 1 An Moose a AA9*AD 1�cs� Notary Public Notary State Of Florida WV COMM# HH072127 Commission Expires: ql,� ed q ExPlres 12/14/2024 Prepared by and return to: Timoth K. Anderson Attorne t Law La l of Timothy K. Anderson 480 ood Drive Suite 5 Jupite 3458 561-744- File Numb 0-1060.141 Will Call No.: 0QP Space Above This Line For Recording Data] RECORDED 1_x / 19 221_1`21 1 15 .� 29 # 43 AM 1?450YO00 1, CIO Doc stamp 10Y 150.00 Palm Beach County y Florida .Joseph Abru� o Clerk F9 s 1223 -- 1. 224 P g WarrantyDeed This Warranty Deed de this 17th day of March, 2021 between 691 Tequesta, LLC, a Florida limited liability company whose post oflilc,, dress is 3001 PGA Blvd. #305, Palm Beach Gardens, FL 33410, grantor, and Mastroianni Family Headquarters, LL elaware limited liability company whose post office address is 115 Front Street, Suite 300, Jupiter, FL 33477, gra e� (Whenever used herein the terms "gra �` d "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assign of rations, trusts and trustees) 0 Witnesseth, that said grantor, for nsideration of the sum of TEN AND NO1100 DOLLARS ($10.00) and other good and valuable considerations to s 'girantee, or in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the and grantee's heirs and assigns forever, the following described land, situate, lying and being in Palm Beach Co rids to -wit: All of the Plat known as Pelican S e, according to the map or plat thereof as recorded in Plat Book 130, Page 1, Public Records o Beach County, Florida. Parcel Identification Number: 60-43�-40--001-0000 and 60--43-40-30-58-002-0000 and 60-43-4 03-0000 and 60-43-40-30-58-004-0000 Subject to taxes for 2021 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2020. In Witness Whereof, grantor has hereunto set .gtantor's hand and seal the day and year first above written. DoubleTim& Book322991Pagel224 CFN#2921 D1 244G7 Page 2 of 2 Signed, sealed and delivered in our presence: 691 Te ues a, LLC, a Florida limited liability company By: wit me: al' -I Jam o, Manager 0 itness : Lor r a i n e el State of Florida County of Palm Be T e foregoing instrum t was acknowledged before me by means of ['X] physical res ce or�] online notarization, this day of March, 202*mes J. Tufo, Manager of 691 Tequesta, L C, a Flo d 1 ited liability company, on behalf of the company, F pa y, who is known to me or X] has produced river s li nsa s entif cation. [Notary Seal] ' Notary Public TIMoTW K. C�i Printed Name: t Mr{A Y oMMISSION 7 *; = EXPIRES: Septemb 1� r .... Public My Commission Expires: r •.�OF F .• 130nded Thru Nvfary Warranty.Deed - Page 2 DoubleTime® 11I� Landscape Architects ■Planners ■Environmental Consultants GENTILE HOLLOWAY O'MAHONEYanwci.ies,mc. August 18, 2021 Nilsa Zacarias, AICP Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 RE: Mastroianni Family Office — SPR 1-21 Dear Ms. Zacarias: LA 0000330 George . Gentile FASLA A Troy Holloway ASLA Fanny M. 'Mahoney FASLA Pursuant to comments received from staff on August 15, 2021 based on a submittal of July 29, 2021 please accept this letter as a written response. Also, included with this letter are the revised plans, which address the comments where applicable. For the sake of brevity, we have only included items from the DRC Report that still require addressing. For your convenience we have prepared our responses in bold italics. Site Plan Review Application: 1. Revise justification statement, parking justification narrative to be consistent with the required 48 spaces for proposed 14,342.4 square feet of development. See figure below. Response: The Justification Statement has been updated accordingly. 2. Revise site plan review application form, page 5, Tabular Project Data Table as follows: Total square feet of each primary structure. Revise value to reflect total square footage of 33,274.1 sq. ft. Overall mean building height & number of stories. Revise building height to 47'-9". Response: The Application document have been updated accordingly. 3. Provide one (1) physical color board with proposed material samples. Architects must get in contact with staff: Nilsa Zacarias, (561) 758-2252. Response: The architect will follow up with Community Development as it pertains to the color and materials board. Sheet SP-1: 1. Revise proposed building height in site data table to 4-Stories; 47'-9". Response: The site data table has been revised, as requested. Agency Approvals 3. Florida Department of Transportation (FDOT). Provide status update regarding PBC ROW Permit. Response: The permit is in review and we hope to receive comments within 30 days. 1907 Commerce Lane, Suite 101 Jupiter, Florida .334 3 61-575-55 561-575-5260 Fax www.2gho.com Mastroianni Family Office - SPR 1-21 Response Letter July 19, 2021 Page 2 of 3 (1) Recreation level of service standards table. Provide statement. Area/activity (unit/population) Classification standard / 2 acres arks Neighborhood �1, 000 g p Community parks 2 acres/1,000 Beaches 1 mile/31,250 Golf courses Tennis Basketball Baseball/softball Football/soccer Playground areas 9 holes/30,000 1 court/2,500 1 court/2,500 1 field/7,200 1 field/4,800 1 acre/3,600 Beach access easements 1 per % mile of developed or redeveloped beach frontage i Response: Based on Policy 1.4.5 of the Village's Comprehensive Plan, the above standards are not applicable to the proposed development, as it is not a Recreation/open space facility. Traffic 1. The external trips in Figure 1 contain the following errors: a. The WBLT movement at Canal Court should have five (5) AM trips (0.80 * 6 = 4.8) b. Northbound, outbound trips should equal a total of one (1) trip (0.20 * 6 = 1.2) Resolved. But please note: the driveway volumes on Figure 1 do not balance with the US-1 intersection outbound. Response: The trip discrepancy of one trip between the driveway volume figure and the US-1 intersection analysis is due to the intersection volumes reflecting net trips and discounting pass -by trips whereas the driveway volume figure reflects external/gross trips. OWastroianni Family Office lApplications0te Plan 20211Agency Correspondence0rd Round of CommentslSPR - Response Letter August 2021.docx Mastroianni Family Office - SPR 1-21 Response Letter July 19, 2021 Page 3 of 3 Landscape 1. The applicant stated the Sabal Palms that are proposed to be planted 12" from the building shall have curved trunks and lean away from the building. However, the plant list states these palms shall have straight trunks. Please revise the plant list accordingly. Response: Sheet LP-2 has been revised accordingly. Fire Rescue 1. The applicant's representative communicated with Tequesta Fire Rescue recently concerning a possible change relating to the vehicles displayed on the second floor of the building. Specifically, the representative indicated that the owner was considering a change in the method of moving vehicles in and out of the display area by driving them instead of pushing the vehicles or utilizing dollies to move them. The representative was informed that this change may significantly alter the fire and life safety code requirements for the building. This submittal does not indicate any of the aforementioned changes related to this situation. The above statement from Tequesta Fire Rescue pertaining to this stands. If the applicant intends to pursue any changes, such changes shall be required to comply with the appropriate code requirements contained within the Florida Fire Prevention Code, NFPA 1, and NFPA 101. Detailed information relating to the display, movement, and operation of these vehicles shall be identified in writing during the Plan Review process. Response: The above is acknowledged. We appreciate staff's time in reviewing our responses. Should you have any questions, or need any additional information, do not hesitate to contact us at 561-575-9557. Respectfully, 2GH0, Inc. M. Troy Holloway, PLA, ASLA Partner OWastroianni Family Office lApplicationslSite Plan 20211Agency Correspondence0rd Round of CommentslSPR - Response Letter August 2021. docx N d W- a Landsca a A rch i teas ■ PI anners m E nviron rye ntal Consu I tarns LA 0000330 GENTILE TILE H L L W "M H f E' Amciates, Inc. George G. Gentile fASLA A Troy Holloway ASLA Fanny M. 'Mahoney FASLA Mastroianni Family Office Site Plan Review Justification Statement Village of Tequesta April 30, 2021 revised August 23, 2021 REQUEST: On behalf of the Owner, Mastroianni Family Headquarters, LLC, 2GHO, Inc. respectfully requests review and approval of a site plan review application to allow for an approximately 33,274 square foot (14,342.4 square feet of gross leasable area), 4-story Professional Office Building. The subject property is 1.05 acres and has an existing future land use designation of Mixed Use, and a zoning designation of Mixed Use. Note, as the square footage of the proposed use exceeds 5,000 square feet, a special exception request is required, consistent with Section 78-180 (Mixed Use zoning district) of the Village's Zoning code. A special exception application has been submitted concurrent with the subject site plan request, and justification has been provided under separate cover. Conceptual Presentation: On February 11, 2021, 2GHO, Inc. presented the Owner's proposal to the Village Council. The feedback received was positive and as a result the Owner has refined the site plan and building design to address many of the Village Council's comments. Site History: Through research of previous aerials, it appears that a portion of the site was occupied by a medical office. The structure was eventually demolished providing for a clear site, which has remained vacant for a number of years. In 2018, the Village Council approved an Alley Abandonment, Land Use Amendment, Rezoning, and Site Plan for the Pelican Square development. PROJECT OVERVIEW In 2018, the Village Council approved a Land Use and Rezoning from Commercial to Mixed Use for the subject property. However, due to extenuating circumstances with the current public health pandemic, the previous Owner could not bring the existing approved site plan to reality. After diligent review of current market trends, Mastroianni Family Headquarters, LLC has purchased the property, and are proposing a signature office building for use as their corporate offices and headquarters. The Owners believe that this use will meet consistency with not only the general purpose of the Mixed Use zoning district, but be compatible with the surrounding context of the existing commercial/urban corridor. 1907 Commerce Lane, Suite W I Jupiter, Florida 3.3438 61-57 -955 561-575-5260 Fax .2 h ).com Mastroianni Family Office April 30, 2021 rev. July 30, 2021 Page 2 of 5 REPLAT: To create a seamless project, the applicant is requesting plat approval. The owner intends to replat the property from its current approved configuration, to one that would yield the proposed development. With this Site Plan Review application, a proposed plat document meeting the requirements of Chapter 166 of the Florida Statutes has been provided for review. COMPATABILITY WITH SURROUNDING PROPERTIES: The site of the proposed development is situated in a commercial corridor on US Highway 1, approximately 535' south of County Line Road. Below is a chart showing the surrounding Land Use and Zoning. Property Existing Zoning Existing Future Land Use Subject Property MU — Mixed Use Mixed Use North C-2, Community Commercial Commercial (Baldino's Restaurant) South C-2, Community Commercial Commercial (Avis/Budget Car Rentals) East RS- Unincorporated Palm MR-5 Unincorporated Palm (Single Family Residential) Beach County Beach County West Mixed Use Mixed Use (Tequesta Trace) SITE PLAN REVIEW: Section 78-331 states that all permitted uses, development and redevelopment activities are required to go through the Site Plan Review process. The submitted application package contains all necessary documents as stipulated in the development application and zoning code. The project scope is consistent with Section 78-180(a) of the Village's zoning code as it provides for a use that is intended to be business/professional service. Orientation to and compatibility with the adjacent neighborhood was a top consideration with the site design which will establish a neighborhood identity and community focus. Further, the proposed project will provide for proper traffic circulation, in addition to provide for the efficient movement of pedestrian and bicycle traffic. Site Plan Details: The proposed development consists of a single building situated on the 1.05 acre parcel. The site provides access from the north and south via Canal Court and Inlet Court. A unique feature is the extensive building common areas that will work in a synergy with a collection of classic cars and memorabilia and corporate operations. Cars will be brought up to the second floor by way of a car elevator located in the north-west portion of the proposed building. The building design can be explained as follows: O:\Mastroianni Family Office\Applications\Site Plan 2021\Application Materials\Site Plan Review Justification 6.23.21.docx Mastroianni Family Office April 30, 2021 rev. July 30, 2021 Page 3 of 5 Level One and Level Two of the buildings are planned for a combination of a common area, building amenities, car display, memorabilia, and parking. The Owner is an avid classic car collector, and proposes to utilize a portion of level two to house his collection. Level Three and Level Four will contain the corporate office components currently programed at 14,342.4 sf of gross leasable area. Gross Leasable Area vs. Gross Floor Area For convenience, please refer to the table below depicting gross leasable area vs gross floor area. This information can also be found on the site plan. Use Gross Leasable Area Gross Floor Area 1 st Floor — Parking/Lobby Os.f. 1,713.2 s.f 2nd Floor — Common Area/Lobby Os.f. 13,032.8 s.f 3rd Floor— Prof. Office 9,186.6 s.f. 11,328.3 s.f 4t" Floor— Prof. Office 5,155.8 s.f 7,199.8 s.f Total 14,342.4 s.f. 33,274.1 s.f. Justification: The owner would like to stress that the proposed project will be an asset to the community for years to come. The proposed development provides for the following: ➢ Consistency with the goals, objectives, and policies of the Village of Tequesta's Comprehensive Plan set forth in the Mixed Use Land Use designation ➢ Consistency with applicable countywide land development regulations: The Applicant has submitted a traffic study to Palm Beach County traffic division for their review. Additionally, through this site plan review process, the Owner will seek permits from the other applicable jurisdictional agencies; ➢ Designed to comply with all of the applicable provisions set forth in the Village of Tequesta zoning code. The site plan has been designed appropriately to ensure full compliance with the development regulations required within the Mixed Use zoning district. The four story structure meets all property development regulations within the mixed use zoning district, and does not require any variances or deviations from existing code standards. ➢ Compatibility with the existing character of the area; ➢ Insignificant impact on traffic, as shown on the submitted traffic statement prepared by Simmons and White; ➢ Use of the existing facilities/infrastructure on site: holding to the true essence of infill development. Prior to this submittal, we have requested confirmation of availability of service letters from the applicable utility and service provider agencies in the area. All confirmation letters will be forwarded to the Village upon receipt. O:\Mastroianni Family Office\Applications\Site Plan 2021\Application Materials\Site Plan Review Justification 6.23.21.docx Mastroianni Family Office April 30, 2021 rev. July 30, 2021 Page 4 of 5 ➢ Expected increase in property values in the adjacent areas, and stimulation of the Village of Tequesta's tax base; ➢ Will not create any noise or visual pollution to the adjacent areas; ➢ Will provide pedestrian amenities on site; ➢ The proposed development will provide the necessary infrastructure to meet the adopted level of standards; Drainage: The proposed drainage system for this project consists of exfiltration trenches in the parking lot. The drainage positive outfall will be provided by bubble up near Canal Court. Please refer to the submitted drainage statement for additional details. Traffic: Based on the submitted Traffic Report prepared by Simmons and White, Inc., the proposed development has been estimated to generate 145 net trips per day, 36 net AM peak hour trips and 15 Net PM peak hour trips. Based on a brief review of the links within the project's radius of development influence reveals that the proposed project meets the requirements of the Palm Beach County Traffic Performance Standards and no turn lanes are warranted or proposed. Note a copy, of the submitted traffic report will be provided to Palm Beach County for their review, and an approval letter will be sent to the Village upon receipt. Parking: For this development, the Owner is required to provide 48 spaces for 14,342.4 square feet of development. Through the combination of garage and surface parking, the Owner is providing 59 spaces inclusive of 3 ADA accessible spaces, thus meeting the requirements of the Village of Tequesta off-street parking code. Please note, all parking will be double striped, consistent with code standards. Architecture The design inspiration reflects a distinctive transitional architecture utilizing the use of different building materials. The building has been sited along the US 1 frontage and away from the rear property line and nearby homes and has been designed with 4 sided elevations. Landscaping The landscape plan is designed such that majority of the proposed landscape material is placed adjacent to the building, in addition to the eastern property line. A point of emphasis is placed on the west side of the building (that fronts US Highway 1). In this location several trees consisting of date palms, and sabal palms are placed along the walk, which presents the opportunity for a pleasing aesthetic view for pedestrians, and users of the building. All Village of Tequesta landscape code is met or exceeded with this proposed development. Conclusion O:\Mastroianni Family Office\Applications\Site Plan 2021\Application Materials\Site Plan Review Justification 6.23.21.docx Mastroianni Family Office April 30, 2021 rev. July 30, 2021 Page 5 of 5 To recap, the Owner is proposing a Site Plan to allow a 33,274 square foot (14,342.4 square feet of gross leasable area) professional office building. Note, as the proposal is in excess of 5,000 square feet, it is considered a Special Exception within the Mixed Use Zoning District. The owners have been extremely diligent in working with Village staff, and the design team to ensure that the final product is sensitive and respectful to the existing community. This narrative has demonstrated that the proposal is consistent with particular elements of the Village Comprehensive Plan, and will be consistent with the goals, objectives, and policies. Additionally, the submitted site plan shows full compliance with the proposed zoning district of Mixed Use. With the approval of this dynamic project, Tequesta will further their mission in establishing itself as a premier destination in northern Palm Beach County, and with that, Gentile Holloway O'Mahoney & Associates, Inc., respectfully request review and approval of the submitted application package. The project team at Gentile Holloway O'Mahoney & Associates, Inc. consists of George G. Gentile, FASLA, Ben Dolan, and Alec Dickerson. O:\Mastroianni Family Office\Applications\Site Plan 2021\Application Materials\Site Plan Review Justification 6.23.21.docx SIMMONS & WHITE 2581 Metrocentre Blvd West, Suite 3, West Palm Beach, Florida 33407 0 561.478.7848 1 F 561.478.3738 www.simmonsandwhite.com Certificate of Authorization Number 3452 Prepared for: SIMMONS -,,.,,-WHITE ENGINEERING I PLANNING I CONSULTING I SINCE 1982 TRAFFIC IMPACT STATEMENT Mastroianni Family Headquarters, LLC 115 Front Street Suite 300 Miami, Florida 33156 Job No. 21-073 Date: April 26, 2021 Revised: June 18, 2021 Revised: July 20, 2021 MASTROIANNI FAMILY OFFICE TEQUESTA, FLORIDA Bryan G. Kelley, P.E. FL Reg. No. 74006 Mastroianni Family Office Project No. 21-073 Page 2 TABLE OF CONTENTS 1.0 SITE DATA...............................................................................................3 2.0 PURPOSE OF STUDY..............................................................................................3 3.0 TRAFFIC GENERATION..........................................................................................4 4.0 RADIUS OF DEVELOPMENT INFLUENCE.............................................................5 5.0 EXISTING TRAFFIC.................................................................................................5 6.0 TRIP DISTRIBUTION................................................................................................5 7.0 TRAFFIC ASSIGNMENT/DISTRIBUTION TEST 1 — PART 2...................................5 8.0 INTERSECTION ANALYSIS TEST 1 — PART 1.......................................................6 9.0 TEST 2 — FIVE YEAR ANALYSIS.............................................................................7 10.0 SITE RELATED IMPROVEMENTS.........................................................................8 11.0 CONCLUSION........................................................................................................8 APPENDICES TEST 1 PART 2: LINK ANALYSIS............................................................APPENDIX A PBC TPS DATABASE 2024 VOLUME SHEETS.......................................APPENDIX B TEST 1 PART 1: INTERSECTION ANALYSIS ..........................................APPENDIX C TEST 2 ANALYSIS: LINK ANALYSIS ......................................................APPENDIX D Mastroianni Family Office Project No. 21-073 Page 3 1.0 SITE DATA The subject parcel is located on the east side of US-1 between Canal Court and Inlet Court in the Village of Tequesta, Florida and contains approximately 1.05 acres. The Property Control Numbers (PCN) for the subject parcel are as follows: 60-43-40-30-64-001-0000 60-43-40-30-64-003-0020 60-43-40-30-64-003-0010 The proposed site development on the currently unimproved parcel is to consist of 14,342 S.F. of professional office with a project build -out of 2026. Site access is proposed via full access driveway connections to Canal Court and Inlet Court. For additional information concerning site location and layout, please refer to the Site Plan prepared by G2HO. 2.0 PURPOSE OF STUDY This study will analyze the proposed development's impact on the surrounding major thoroughfares within the project's radius of development influence in accordance with the Palm Beach County Unified Land Development Code Article 12 — Traffic Performance Standards. The Traffic Performance Standards state that a Site Specific Development Order for a proposed project shall meet the standards and guidelines outlined in two separate "Tests" with regard to traffic performance. Test 1, or the Build -out Test, relates to the build -out period of the project and requires that a project not add traffic within the radius of development influence, which would have total traffic exceeding the adopted LOS at the end of the build - out period. This Test 1 analysis consists of two parts and no project shall be approved for a Site Specific Development Order unless it can be shown to satisfy the requirements of Parts One and Two of Test 1. Part One — Intersections, requires the analysis of major intersections, within or beyond a project's radius of development influence, where a project's traffic is significant on a link within the radius of development influence. The intersections analyzed shall operate within the applicable threshold associated with the level of analysis addressed. Part Two — Links, compares the total traffic in the peak Mastroianni Family Office Project No. 21-073 Page 4 2.0 PURPOSE OF STUDY (CONTINUED) hour, peak direction on each link within a project's radius of development influence with the applicable LOS "D" link service volumes. The links analyzed shall operate within the applicable thresholds associated with the level of analysis addressed. Test 2, or the Five Year Analysis, relates to the evaluation of project traffic five years in the future and requires that a project not add traffic within the radius of development influence, which would result in total traffic exceeding the adopted LOS at the end of the Five Year Analysis period. This test requires analysis of links and major intersections as necessary within or beyond the radius of development influence, where a project's traffic is significant on a link within the radius of development influence. This analysis shall address the total traffic anticipated to be in place at the end of the fifth year of the Florida Department of Transportation Five Year Transportation Improvement Program in effect at the time of traffic analysis submittal. The existing roadway network as well as both the State and Palm Beach County Five Year Road Program improvements, with construction scheduled to commence prior to the end of the Five Year Analysis Period shall be the Test 2 roadway network assumed in the analysis. The total traffic in the peak hour, peak direction on each link within a project's radius of development influence shall be compared with the applicable LOS "E" service volumes. The links analyzed shall operate within the applicable thresholds associated with the level of analysis addressed. This study will verify that the proposed development's traffic impact will meet the above Traffic Performance Standards. 3.0 TRAFFIC GENERATION The traffic to be generated by the proposed site development has been calculated in accordance with the traffic generation rates listed in the ITE Trip Generation Manual, 10' Edition and provided by the Palm Beach County Engineering Traffic Division as shown in Table 1 shows the daily traffic generation associated with the proposed development in trips per day (tpd). Tables 2 and 3 show the AM and PM peak hour traffic generation, respectively, in peak hour trips (pht). The traffic to be generated by the proposed development may be summarized as follows: Proposed Plan of Development Daily Traffic Generation = 145 tpd AM Peak Hour Traffic Generation (In/Out) = 36 pht (31 In/5 Out) PM Peak Hour Traffic Generation (In/Out) = 14 pht (3 In/11 Out) Mastroianni Family Office Project No. 21-073 Page 5 4.0 RADIUS OF DEVELOPMENT INFLUENCE Based on Table 12.B.2.D-7 3A of the Palm Beach County Unified Land Development Code Article 12 — Traffic Performance Standards, for a net trip generation of 36 peak hour trips, the radius of development influence shall be one-half mile. For Test 1, a project must address those links within the radius of development influence on which its net trips are greater than one percent of the LOS "D" of the link affected on a peak hour, peak direction basis AND those links outside of the radius of development influence on which its net trips are greater than five percent of the LOS "D" of the link affected on a peak hour, peak direction basis up to the limits set forth in Table 12.B.2.C-1 1A: LOS "D" Link Service Volumes. For Test 2, a project must address those links within the radius of development influence on which its net trips are greater than three percent of the LOS "E" of the link affected on a peak hour, peak direction basis AND those links outside of the radius of development influence on which its net trips are greater than five percent of the LOS "E" of the link affected on a peak hour, peak direction basis up to the limits set forth in Table 12.B.2.C-4 2A: LOS "E" Link Service Volumes. 5.0 EXISTING TRAFFIC Existing AM and PM peak hour traffic volumes for the links within the project's radius of development influence were available from the Palm Beach County Engineering Traffic Division. Background traffic data from the Palm Beach County Engineering Traffic Division consisting of historical growth rates, major project traffic, and anticipated development in the area was also considered. 6.0 TRIP DISTRIBUTION The project trips were distributed based on the existing and proposed geometry of the roadway network, and on existing and anticipated traffic patterns. The distributed traffic for the project at full build -out of the development was assigned to the links within the project's radius of development influence. 7.0 TRAFFIC ASSIGNMENT/DISTRIBUTION TEST 1 — PART 2 Tables 4 and 5 (in Appendix A) show the project's AM and PM peak hour trip assignment, respectively, as well as the applicable Level of Service Standard for each of the links within the project's radius of development influence. Links with a project assignment greater than 1% of the applicable Level of Service "D" have been outlined as links with significant project assignment. Mastroianni Family Office Project No. 21-073 Page 6 7.0 TRAFFIC ASSIGNMENT/DISTRIBUTION TEST 1 —PART 2 (CONTINUED) For the links, the 2026 total traffic has been calculated using the higher value between the link historical growth rate and the combination of a 1.0% background growth rate and the approved committed development trips. The 2026 build -out link volume reports for the link from the Palm Beach County Engineering Traffic Division TPS Database are included in Appendix B. A review of Tables 4-6 indicates this project meets the applicable Peak Hour Traffic Volume Link Performance Standards listed under "Test One - Part Two" of the Palm Beach County Traffic Performance Standards on all links within the project's radius of development influence. 8.0 INTERSECTION ANALYSIS TEST 1 — PART 1 As a requirement of Part 1 of Test 1 of the Palm Beach County Traffic Performance Standards, all major intersections in each direction nearest to the point at which the project's traffic enters each project accessed link, and where the project traffic entering or exiting the intersection from/to the project accessed link is significant, must be analyzed. The following intersection is required to be analyzed for the 2026 projected AM and PM peak hours: Tequesta Drive at US-1 The 2026 total traffic has been calculated using the higher value between the background growth rate and the combination of a 1.0% background growth rate and the approved committed development trips. The 2026 build -out volume reports from the Palm Beach County Engineering Traffic Division TPS Database are included in Appendix B. The intersection has been analyzed using the adjusted turning movement volumes in accordance with the methodology set forth in the Transportation Research Board Special Report 209, Planning Analysis. The intersection analyses are included in Appendix C. Mastroianni Family Office Project No. 21-073 Page 7 8.0 INTERSECTION ANALYSIS TEST 1 —PART 1 (CONTINUED) The analysis results show the sum of the critical movements during the peak season, peak hours at project build -out is less than the adopted Level of Service volume of 1,400 vehicles per hours (vph) for the intersection: Intersection Conditions Critical Sum AM PM Tequesta Drive Future traffic, with project, 1 205 1 304 at US-1 existing geometry ' 9.0 TEST 2 — FIVE YEAR ANALYSIS Test 2, or the Five Year Analysis, relates to the evaluation of project traffic five years in the future and requires that a project not add traffic within the radius of development influence which would result in total traffic exceeding the adopted LOS at the end of the Five Year Analysis Period. Tables 7 and 8 (in Appendix D) show the project's AM and PM peak hour trip assignment, respectively, as well as the applicable Level of Service Standard for each of the links within the project's radius of development influence. Since the project's impact is considered insignificant on all roadway links, this project meets the applicable Peak Hour Traffic Volume Link Performance Standards listed under "Test Two" of the Palm Beach County Traffic Performance Standards on all links within the project's radius of development influence. Mastroianni Family Office Project No. 21-073 Page 8 10.0 SITE RELATED IMPROVEMENTS The AM and PM peak hour turning movement volumes and directional distributions at the project entrances for the proposed development with no reduction for pass by credits are shown in Tables 2 and 3. The following summary applies: Directional Distribution (Trips IN/OUT) AM = 34/6 PM = 3 / 13 As previously mentioned, site access is proposed via full access driveway connections to Canal Court and Inlet Court. Based on the peak hour volumes shown above and the Palm Beach County Engineering Guideline used in determining the need for turn lanes of 75 right turns or 30 left turns in the peak hour, no turn lanes are warranted or proposed. Note a southbound left turn lane is existing on US-1 at Canal Court. 11.0 CONCLUSION The proposed development has been estimated to generate 145 trips per day, 36 AM peak hour trips, and 16 PM peak hour trips at project build -out in 2026. A review of the links within the project's radius of development influence reveals that the project meets the requirements of the Palm Beach County Traffic Performance Standards and no turns lanes are warranted or proposed. BK: xAdocs\trafficd rai nageWs. 21073. rev r T- N N Qc) 00 N O O 70 Qi ry Z W 2 a. O J W W Cl) V O a. O w A O ~ M M O ~ r T a a �_ i•+ r T f+ O O r T Z Z Z M M � a 1 N N N Q (0 to too m ao 0 r CDao T 0 r CDao T m o CD r o T 74 ii ii O ii O r T •i •L � •i HIFO H H coL _ L O (0 to L O W W=«« W M M o 0 c� Ala o m w o H H C _ �, r_ ♦0 .4 o o C) CDO o 0 O N N N m M C O O M C O O L L L CD Q ice+ p o O O p C)O O o O p 0 O O o O O T N N o N o r ^ CL •`L a � ^ Q •`L r r T L F r N O O r t0 T (n = O O O W 0M O O r M T 0 0 M M M 'L v= M X •CL •CL •a 00 O O o O o Cl) (1) ( Q M L L L(D O Lq O N + i O O r O •� m ., X _ m + m co •0 J c W cr W X W cn co a) � O .E m U- �+ LL v� 0 F- -0�+ LL v� 0 F- r. >+ LLF- v5 o co •o � }, i= r a O i= r cn A = W P- O cy') CM I- M N ♦"' r V r V_ r N O CD N r W H O O ti L W 7 F-O O ti i F- W F-O O ti C7 V V V w Q =LL Q LL 2 Q LL F- LL U � LL U) N o a O a O � L L L E 0 q Q C a UO r J iF N J iF M JiFLU p O LU O LU O X a a a F- Co u my Tequi N Legend H :) Trip Distribution Figure 2 —Trip Distribution Mastroianni Family Office Project # 21-073 SIMMONS WHITE 20% 7 (1) 3 (0) 24 (2) 80% N N Canal Court 1 (2) 5 (10) 101 10 (1) ;l i 24 2 60 Legend XX AM Peak Hour (XX) PM Peak Hour XXJ ADT E:) Trip Distribution Figure 1—Turning Movement Worksheet Mastroianni Family Office Project # 21-073 SIMMONS&WHITE Mastroianni Family Office Project No. 21-073 APPENDIX A TEST 1 PART 2: LINK ANALYSIS H F- Z Q OLL U O O LU Z LU Z z z z z �� (00 OZ a N N c O O � a W U o 0 0 0 0 0 0 0 0 0 a)Qa OCO � M r M� Re NN M N N O ti N -O c,,) O w O O r CDr 0 O O O O a- ❑ Q CO o 0 titi���� 0 0 0 o O O O O ,, T- T- o Z CC) CC) coco H cn U N ZLU ~ Z❑❑❑❑ N N N N X J w � J a =owN Y � a 0 � (D v04 V � O CO i W W awa a❑ z O U H w�o00000 Oo CD CD o0 �� o0 0� 0000oo Z a~ N O ❑ H JZ o LU J U W ZU)zU)zw m� m3: _V LL U LL O p V � _UUJ 2 a J Z W a Z a g c� U Q 0co Q wIL Q H W :D 2 U F- W F- U) H m D Q O W > Of w W z ❑ y p � w w O O M LO LL OU H fA F- LU Z U W — Z F- LU Z X D W W J W Cl) CO zaa zWW LU aww OJOO Q > No > a a w r) w�� zQ LLoo CO O 2 2 ❑ ZLU � Cl) > > Q Q Q o d� v� v� o w0 03 a a > > > U Z LU m J J J O O O O a a � Z Z N H H o N o 0 N r H H N H F- Z Q V w_ ""LL 000000 00 00 OZ zzzzzz zz zz 0o a� (Dc 00 -� a W Q CO f LO f L t O O O O O N O a.O w 0 0 0 0 0 0 O O Ory O a— ❑ ❑a �,❑ o00000 titititititi 00 T-T- 00 T- T- oZ titititi�ti CC) co coco F- cn J CU N Z ~ Z N N N N N Q X J LU � J a =owN QU O R N N 0') N 00 CD CD CD a❑ z H O H w Ooo0o000 co co o0 0� Z a~ N O ❑ H JZ O LU V J V Z U) Z U) Z U) m� W LL U LU LL O p V � J Q O LV U Q LL J LL mzQ z a � g F� 0 U a FLU > IL< 0 U) IY LU = U OF- LU C'1 Q F- U) H CO D r) Q 0 r LU > LU ry _z 0 z Z) w LU LL LL O 0 M r I I LL O Cn ^ (� II Z ^ w Z V w - Z F- LU Z X D w w J LL N zaa z�� wF- F- 0�� 00 w > a a w r) LU �� ❑ � zQ J O O O = _ W cn Y Y Q ODww > > > C) wU' Qaa Zi LU m J J J z O O O O tC�HH Q Z Z oN00 N ' H H Vi W 0 0 0 co co 0 N N O O O N N Q� ry LU L) LL LL 0 _J LL Z Z 0 w H a r F- LU H CD ' W J � 00 O Q = H Y w IL a II U' II _Z U W Z LW r W W Cl) Cl) as W W 00 as 00 x x as as as 00 H H cn H cn p U) U) LLI W OJ C 0 o o (n J U i 9 Z H Z Cl) LLI J V QLLCO HLL N 0 H 00 00 u Z =) U LL o N Y � It r- r- U H Q m u Z D U �oLLLW Ln m x o co 00 0 0 � U OW o0 ao a CO CO x Y Z � � J O x Y ~ W Z 0 Q M M J N N QLLI W 0. 0 N N x a a Z o U H nm 0 0 o a~ 0 Y U wDLL a=� CDCD a � zQCF) 0') O W N N Z _O U W 0 mm zz LU 0 Q a) Q a) x X N N 0 U N =3 a) (0 LU �U ~O 0 F- LU LU F- m c C O m E C cU d� E D O CU C Q U) .0 c ;F � CZcc L O F-LL >, c C W \ EE c (1)0 cl `E LL Q Q U//) / Wec O G LL LUCD D W F— LU 0 H 0 c _N " Q � CZ C (4 O (C4 U O N O N U Q N m •L co �' C a) U) U o a o .` U `�_ C a U O O,LM U U ) L 00 X Y a .� ai E� 0 0 o � v� v� DD °CDC o �_ �_ CO ZJJUn SIMMOINtS""V► RITE ENGINEERING I PLANNING I CONSULTING I SINCE 1982 2581 Metrocentre Blvd. W., #3 West Palm Beach, FL 33407 Ph: (561) 478-7848 Fax: (561) 478-3738 Website: simmonsandwhite.com U5jL SCo< v oTe&jw& Ir JOB NAME: JOB NO: - BY: DATE: SHEET NO: 611 xi.agti O F: Deluxe 1 1-80-II88-632a .__--- ------ - ----- - - - _- - _ - _ _ -- Ise{ No: G249853366 Vol J i � o 04W co . 1 ` v V � � � M � o Q Off+ Vol 9 � QG I O O O O O O O O O O O O O O O O O I ,O�.oLOto000LnLnlnmald"Od1gzT E-+ 1 . . . . . . . . . . . . . . . . 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N r-I O H N r-I M i,t) W 1 r-i H r-i r-I r-I H H �-► r-i r-I r-i H � � r� r-I (� I I H I r=1 I Z Z Z Z U H w � PQ �D � I LO I U4-4UUUUUf4UUUUUUUU F4 F� C� E-H I o000000000000000 W I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ftr I oo00Lnoo00LnooUno00 I I CDmP-00mm(`')Mmr-mNHK:3'MVn M N N N N N N N N N N N N N N N M O I Ol 0) O •• O Z W fZ I moo[- �-o Lnd"MNr-qo4lool-toLnzl, �D Ft~ I r-I r-� r-I O o O o o O O H W I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U Cf) >� I N N N N N N N N N N N N N (NN N H E� w tx W cn � W PO► -I WZ > E-H O F� 44 o � M H II II � E� W � � w W W Fri FC t� H H w co co co H O 44���--+ F:� F::� II wwa w Qxx •�rxHQ WH�CA� FC E� to Q H II II FC m 110 to W •. to F-1 W • . H FC E-+ W Ei FCH O �E�HN II wco0x w� w rz w w0E-' X U CZ4 OWHZ E-� II II II � U) co U .. a 0 44 E-' U Q w Mastroianni Family Office Project No. 21-073 APPENDIX B PBC TPS DATABASE 2026 BUILD -OUT LINK & INTERSECTION VOLUME SHEETS (WITH APPROVED COMMITTED TRIPS) A B C D E F G H I J K L M N O Input Data E-W Street: Tequesta Dr COUNT DATE: 5/7/2018 Report Created N-S STREET: S US Highway 1 CURRENT YEAR: 2018 4/26/2021 TIME PERIOD: AM ANALYSIS YEAR: 2026 GROWTH RATE: % PSF: 1.03 SIGNAL ID: 2700 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 55 10 142 29 9 1 55 646 11 17 1582 87 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 57 10 146 30 9 1 57 665 11 18 1629 90 Committed Developments Type % Complete The Reserve at Tequesta 1 0 0 0 0 0 0 1 0 0 5 5 Res 0% Beacon Park 0 0 0 0 0 0 0 2 0 0 6 0 Res 0% Austrade Tequesta Office Building 5 0 0 0 0 0 0 17 0 0 3 1 NR 0% Love Street 0 0 0 0 0 0 0 0 0 0 1 0 NR 0% Total Committed Developments 6 0 0 0 0 0 0 20 0 0 15 6 Total Committed Residential 1 0 0 0 0 0 0 3 0 0 11 5 Total Committed Non -Residential 5 0 0 0 0 0 0 17 0 0 4 1 Double Count Reduction 0 0 0 0 0 0 0 1 0 0 1 0 Total Discounted Committed 6 0 0 0 0 0 0 19 0 0 14 6 Historical Growth #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Comm Dev+1% Growth 11 1 12 2 1 0 5 74 1 1 149 13 Growth Volume Used #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Total Volume #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Input Data E-W Street: Tequesta Dr COUNT DATE: 5/7/2018 Report Created N-S STREET: S US Highway 1 CURRENT YEAR: 2018 4/26/2021 TIME PERIOD: PM ANALYSIS YEAR: 2026 GROWTH RATE: % PSF: 1.03 SIGNAL ID: 2700 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 146 31 100 118 52 31 120 1412 32 50 890 65 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 150 32 103 122 54 32 124 1454 33 52 917 67 Committed Developments Type % Complete The Reserve at Tequesta 5 0 0 0 0 0 0 5 0 0 3 3 Res 0% Beacon Park 0 0 0 0 0 0 0 7 0 0 3 0 Res 0% Austrade Tequesta Office Building 1 0 0 0 0 0 0 5 0 0 22 7 NR 0% Love Street 0 0 1 0 0 0 1 3 0 0 4 0 NR 0% Total Committed Developments 6 0 1 0 0 0 1 20 0 0 32 10 Total Committed Residential 5 0 0 0 0 0 0 12 0 0 6 3 Total Committed Non -Residential 1 0 1 0 0 0 1 8 0 0 26 7 Double Count Reduction 0 0 0 0 0 0 0 2 0 0 2 1 Total Discounted Committed 6 0 1 0 0 0 1 18 0 0 30 9 Historical Growth #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Comm Dev+1% Growth 18 3 10 10 4 3 11 138 3 4 106 15 Growth Volume Used #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Total Volume #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! A B C D E F G H I Input Data ROAD NAME: N US Highway 1 STATION: 1304 Report Created CURRENT YEAR: 2020 FROM: Tequesta Dr 4/26/2021 ANALYSIS YEAR: 2026 TO: Midpoint GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis Time Period AM PM Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion 000000 000000 000000 000000 Committed Developments Type % Complete The Reserve at Tequesta 6 1 5 8 5 3 Res 0% Love Street 1 0 1 7 3 4 NR 0 Austrade Tequesta Office Building 19 17 2 26 4 21 NR 25% Pelican Square 21 13 8 12 6 6 Res 0% Beacon Park 8 2 6 10 7 3 Res 0% Lighthouse ArtCenter 0 0 0 2 1 1 NR 83% Sperry Project 0 0 0 0 0 0 Res 0% Total Committed Developments 55 33 22 65 26 38 Total Committed Residential 35 16 19 30 18 12 Total Committed Non -Residential 20 17 3 35 8 26 Double Count Reduction 4 3 1 7 2 3 Total Discounted Committed Developments 51 30 21 58 24 35 Historical Growth 0 0 0 0 0 0 Comm Dev+1% Growth 51 30 21 58 24 35 Growth Volume Used 51 30 21 58 24 35 Total Volume 51 30 21 58 24 35 Lanes 6LD LOS D Capacity 4880 2940 2940 4880 2940 2940 Link Meets Test 1? YES YES YES YES YES YES LOS E Capacity 5150 2940 2940 5150 2940 2940 Link Meets Test 2? YES YES YES YES YES YES Input Data ROAD NAME: US Highway 1 STATION: 1304 CURRENT YEAR: 2020 FROM: Midpoint ANALYSIS YEAR: 2026 TO: County Rd GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments The Reserve at Tequesta Love Street Austrade Tequesta Office Building Pelican Square Beacon Park Lighthouse ArtCenter Sperry Project Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Total Discounted Committed Developments Link Analysis AM PM 2-way NB/EB SB/WB 2-way NB/EB SB/WB 000000 000000 000000 000000 26 20 6 31 12 19 1 0 1 7 3 4 10 1 9 14 12 2 5 2 3 3 2 1 0 0 0 0 0 0 0 0 0 2 1 1 0 0 0 0 0 0 42 23 19 57 30 27 31 22 9 34 14 20 11 1 10 23 16 7 2 0 2 5 3 1 40 23 17 52 27 26 Historical Growth 0 0 0 0 0 0 Comm Dev+1% Growth 40 23 17 52 27 26 Growth Volume Used 40 23 17 52 27 26 Total Volume 40 23 17 52 27 26 Lanes 6LD LOS D Capacity 4880 2940 2940 4880 2940 2940 Link Meets Test 1? YES YES YES YES YES YES LOS E Capacity 5150 2940 2940 5150 2940 2940 Link Meets Test 2? YES YES YES YES YES YES Report Created 4/26/2021 Type % Complete Res 0 NR 0% NR 25% Res 0% Res 0 NR 83% Res 0 Mastroianni Family Office Project No. 21-073 APPENDIX C TEST 1 PART 1: INTERSECTION ANALYSIS F- D Lo O N CL Z M M H a a 'U) Y/ W V J LL T LL ' Z O Z-a 02 w ULL in (� Z Q co _Z W co H a� V y-. 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O Go a)00 rl- J Z Lr) Lr) O Lf) CO Lr) N0rO Lr) .P� CN COM Q T ��- �C = W D O U) T W O � 00 co r Cfl O 0 r Q� J N a 0 J T CD T � J r O r 0 r r O r M > > o � C) ,T O CO O L J (� V O O O O a Z L O W Z a/ O Z3 pp ti N N rM N Lo O� N Mr rr cy) C � Nmem W Z NrN N O M M r r N r Cor r r Co O r N Z a)N J O co T r O 00 ' r CD 00 r c� O O U •O "�- ) O coCD U M iN O) a- O O V c U O_ (D a)Q a) E E to Q Q LC N o m co (0 U O L =� i L a)p 0 6 0 V Q 0) >>~ N N (,� O co U O r m CD p H _E N O a) a)J zi 5 C > J J p _ > C6 O O F � L Ci cm p t0 O C 0 L C > > O O O V Cl) U +� Y O O L m co 0 O J L O D U i zaocoQ oc)c) Li a- 000-FQ Cl) c6 Y C O 4— N cu O O U (M6 W U) _N O z Mastroianni Family Office Project No. 21-073 61, TEST 2 ANALYSIS: LINK ANALYSIS H F- Z Q U w_ ""LL 000000 00 00 OZ zzzzzz zz zz 00 a� IN CA (D co 00 -6 a W U o 0 0 0 0 0 0 0 0 0 a) Q LO N't r 00 r M M N r N N O r 0 LO N cor a.O w O O r O r 0 O O Ory O a— ❑ W Q v,❑ O O o 0 0 0 titititititi 0 0 �� 0 0 �C-0 O z co co co OD 00 00 0o 0o 0o 0o J Q r r r r r r F- cn J U N Z HLU Z N N N N N Q X J W � J a =owN Y is wWwF- rCflN� N� r0 CO awa a❑ z O W D O0000000 co co o0 0� Z a~ N O ❑ H Jz O LU V J U co co z U) z co z U) co � w 00 w LL U W LL O p V � J 1` Q O LV U Q LL J LL mzQ z a U Q FLU > a< 0 ' N ~ ry W 2 U OF- w H o Q r r F- U) H CO D r) Q 0 r w > w ry _z W r r 0 z Z) w LL LL O 0 M LO II LL C) (n ^ oil Z ^ W Z U w — Z F- LU Z X D W W J LL Cl) CO zaa zWW g U U p O 0 � _j W W W Q>aa z o ) LL00a QO== o z w W cf) 0. a: 2 2 z N J J J �EF-F- ° � o 0 o a a z z W N O O H ' H H cA W H F- Z Q U w_ 000000 00 00 ""LL OZ zzzzzz zz zz 0o a� (Dc 00 -6 a W U o 0 0 0 0 0 0 0 0 0 a) Q r Ln r 00 r CM O r r 4 O O O O O N O r a.r w 0 0 0 0 0 0 O O Ory O a— ❑ wa v,❑ o00000 titititititi 00 �� 00 �C-0 O z J Q co co co OD 00 00 r r r r r r 0o co 0o co F- cn J U N Z HLU Z N N N N X J W � J a =owN QU O R N r N 0')N 00 CD CD CD r IL CL a❑ z O U H W Ooo0o000 co co o0 0� Z a~ N O ❑ H Jz O LU V J U z U) z U) z U) 00 m3: W LL U W LL O p V � J oo Q O LV U a LL J LL mzQ z a � g F� 0 U a FLU > IL 0 ' N ~ IY W 2 U OF- wo C'1 Q r r F- U) H CO D r) Q 0 r w > w ry _z W r r 0 z Z) w LL LL O 0 M r I I LL O Cn ^ (� II Z ^ W Z U W — Z F- LU Z X D W W J LL N U zaa z�� WF- F- Cj)0�� 0 w J j a a w o LL 00 Q 0 2 2 w W Cl) Y Y ❑ r r r z _= a s a: 2 2 z i W a a N J J J 0 o 0 o a a F-F- � z z ccnnE W N O O H ' H H cn W Stormwater Management Report For Mastroi*anni* Family Office Tequesta, Florida 04-27-2021 07-20-2021 Prepared By: Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Digitally signed by Jeff Iravani PE 33155 6.. DN: C=US, E=jhi@bellsouth.net, O=Printed copies of this document are not considered signed & sealed and the SHA authentication must be verified on any electronic copies, Jeff Iravani PE 331550U=This item has been electronically signed and sealed using a SHA authentication code, CN=Jeff Iravani PE 33155 Date: 2021.07.29 10:02:41-04'00' Jeff H. Iravani, P.E. Florida Registration # 33155 FR # 6986 Mastroianni Family Office Stormwater Management Report 7-27-21 Introduction The site is located on the east side of US HWY-1 between Canal Ct and Inlet Ct and consists of 1.05 ac of undeveloped land. The site is currently mostly cleared of vegetation and has overhead power lines through the middle of the lot. See Exhibit A. A 4 story office building with supporting infrastructure is proposed. The proposed drainage system consists of a stormchamber system under the parking lot. The drainage positive outfall shall be provided by a bubble up inlet near Canal Ct. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Site Data Item Proposed (Acres) Percentage Project area 1.05 100% Building area 0.30 28.5% Pavement & SW 0.33 31.4% Total Impervious 0.63 59.9% Pervious 0.42 40.1% Water Quality V (Req, VOT) = (5yr-ldy) x %imp x A = 6.45"/12 x 59.9% imp x 1.05 ac=0.34A-F Vprop =0.54 A-F Design Elevations Design Criteria Design Stage Ft, NAVD Minimum elevation provided Ft, NAVD 5 ear 24 hour storm desi n Pavement EL 8.5 10.55 25 year 72 hour storm design Perimeter EL 11.16 11.2 100 year 72 hour storm design Finished Floor EL 12.7 14.0 Pre -Post Calculations: 25-yr 72hr Pre -development discharge: 6.6 cfs 25-yr 72hr Post -development discharge: 0.49 cfs Please see Exhibit C 2 jPage Mastroianni Family Office Stormwater Management Report 7-27-21 Water Table The water table is minimum of 10 ft below surface below the surface on the east side of the project per the soil borings done on site which would put the water table at 1.5-2 FT NAVD. HWT of 2.75 FT, NAVD is assumed Utilities Village of Tequesta & Loxahatchee River Environmental Control District will be providing water & wastewater services to this project. Off -site Drainage There is no off -site Discharge into this parcel. Wetlands There is no wetland on this parcel. Irrigation Groundwater shall be used for irrigation purposes. Stomchamber System See Exhibit B for calculations 3 JPage s . r r R . r me IL QMW r� - Ll• r• It lw qo itkil � y a -- i m ' i +° w, ! e Ink ,fle rti a , uIAL e Pi IL op RE r a r L IS 4L m ' . EXHIBIT B Project: Chamber Model - Units - Number of Chambers - Number of End Caps - Voids in the stone (porosity) - Base of Stone Elevation - Amount of Stone Above Chambers - Amount of Stone Below Chambers - Area of system - M C-4500 Imperial 132 6 40 2.75 12 9 • StormIT:echm Detention • Retention - Water Quality of Click Here for Metric dft)isaOn of LLUUY,K--, ft in 0 Include Perimeter Stone in Calculations In 5559 sf Min. Area - 5029 sf min. area Height of System inches Incremental Single Chamber cubic feet Incremental Single End Cap cubic feet Incremental Chambers cubic feet Incremental End Cap cubic feet Incremental Stone cubic feet Incremental Ch, EC and Stone cubic feet Cumulative System (cubic feet) Elevation (feet) 81 0.00 0.00 0.00 0.00 185.30 185.30 23586.98 9.50 80 0.00 0.00 0.00 0.00 185.30 185.30 23401.68 9.42 79 0.00 0.00 0.00 0.00 185.30 185.30 23216.38 9.33 78 0.00 0.00 0.00 0.00 185.30 185.30 23031.08 9.25 77 0.00 0.00 0.00 0.00 185.30 185.30 22845.78 9.17 76 0.00 0.00 0.00 0.00 185.30 185.30 22660.48 9.08 75 0.00 0.00 0.00 0.00 185.30 185.30 22475.18 9.00 74 0.00 0.00 0.00 0.00 185.30 185.30 22289.88 8.92 73 0.00 0.00 0.00 0.00 185.30 185.30 22104.58 8.83 72 0.00 0.00 0.00 0.00 185.30 185.30 21919.28 8.75 71 0.00 0.00 0.00 0.00 185.30 185.30 21733.98 8.67 70 0.00 0.00 0.00 0.00 185.30 185.30 21548.68 8.58 69 0.04 0.01 5.41 0.08 183.11 188.59 21363.38 8.50 68 0.12 0.03 15.32 0.20 179.09 194.62 21174.79 8.42 67 0.16 0.05 21.74 0.31 176.48 198.53 20980.17 8.33 66 0.21 0.07 27.55 0.40 174.12 202.07 20781.64 8.25 65 0.27 0.08 35.42 0.50 170.93 206.85 20579.57 8.17 64 0.45 0.11 59.77 0.63 161.14 221.54 20372.72 8.08 63 0.67 0.13 87.81 0.79 149.86 238.47 20151.18 8.00 62 0.80 0.16 105.47 0.97 142.73 249.16 19912.72 7.92 61 0.91 0.19 119.87 1.13 136.90 257.90 19663.55 7.83 60 1.00 0.22 132.38 1.31 131.82 265.52 19405.65 7.75 59 1.09 0.25 143.53 1.48 127.30 272.31 19140.13 7.67 58 1.16 0.28 153.58 1.65 123.21 278.44 18867.83 7.58 57 1.23 0.30 162.89 1.81 119.42 284.12 18589.39 7.50 56 1.30 0.33 171.56 1.97 115.89 289.41 18305.27 7.42 55 1.36 0.35 179.66 2.13 112.59 294.37 18015.86 7.33 54 1.42 0.38 187.27 2.30 109.47 299.04 17721.49 7.25 53 1.47 0.41 194.48 2.46 106.53 303.46 17422.44 7.17 52 1.53 0.44 201.32 2.65 103.71 307.68 17118.98 7.08 51 1.57 0.47 207.83 2.81 101.04 311.69 16811.30 7.00 50 1.62 0.50 214.02 2.97 98.50 315.50 16499.62 6.92 49 1.67 0.52 219.94 3.12 96.07 319.14 16184.12 6.83 48 1.71 0.54 225.60 3.27 93.75 322.62 15864.98 6.75 47 1.75 0.57 231.01 3.40 91.54 325.95 15542.36 6.67 46 1.79 0.59 236.19 3.53 89.41 329.13 15216.41 6.58 45 1.83 0.61 241.19 3.66 87.36 332.21 14887.28 6.50 44 1.86 0.63 245.97 3.79 85.39 335.16 14555.07 6.42 43 1.90 0.64 250.58 3.86 83.53 337.96 14219.91 6.33 42 1.93 0.68 255.00 4.06 81.67 340.74 13881.95 6.25 41 1.96 0.70 259.26 4.20 79.92 343.37 13541.21 6.17 40 2.00 0.72 263.36 4.33 78.22 345.91 13197.83 6.08 39 2.03 0.74 267.30 4.46 76.59 348.36 12851.92 6.00 38 2.05 0.76 271.10 4.59 75.03 350.71 12503.56 5.92 37 2.08 0.79 274.76 4.71 73.51 352.98 12152.85 5.83 36 2.11 0.80 278.27 4.82 72.07 355.15 11799.87 5.75 35 2.13 0.82 281.67 4.92 70.66 357.25 11444.72 5.67 34 2.16 0.84 284.95 5.03 69.31 359.29 11087.46 5.58 33 2.18 0.85 288.10 5.11 68.02 361.22 10728.18 5.50 32 2.21 0.86 291.13 5.16 66.79 363.07 10366.96 5.42 31 2.23 0.89 294.05 5.34 65.55 364.93 10003.88 5.33 30 2.25 0.90 296.85 5.43 64.39 366.67 9638.95 5.25 29 2.27 0.92 299.55 5.50 63.28 368.33 9272.29 5.17 28 2.29 0.92 302.15 5.52 62.23 369.90 8903.95 5.08 27 2.31 0.94 304.64 5.66 61.18 371.48 8534.05 5.00 26 2.33 0.96 307.03 5.74 60.19 372.96 8162.57 4.92 25 2.34 0.97 309.31 5.81 59.25 374.38 7789.62 4.83 24 2.36 0.98 311.51 5.89 58.34 375.74 7415.24 4.75 23 2.38 0.97 313.61 5.83 57.53 376.96 7039.50 4.67 22 2.39 1.00 315.61 6.02 56.65 378.28 6662.54 4.58 21 2.41 1.01 317.52 6.07 55.86 379.45 6284.27 4.50 20 2.42 1.02 319.34 6.12 55.11 380.58 5904.81 4.42 19 2.43 1.03 321.07 6.18 54.40 381.65 5524.24 4.33 18 2.44 1.04 322.72 6.23 53.72 382.67 5142.58 4.25 17 2.46 1.05 324.28 6.28 53.08 383.63 4759.91 4.17 16 2.47 1.05 325.75 6.32 52.47 384.54 4376.28 4.08 15 2.48 1.05 327.13 6.30 51.93 385.36 3991.74 4.00 14 2.49 1.06 328.45 6.34 51.38 386.17 3606.37 3.92 13 2.50 1.08 329.69 6.45 50.84 386.99 3220.20 3.83 12 2.51 1.08 330.86 6.50 50.36 387.71 2833.21 3.75 11 2.51 1.09 331.94 6.53 49.91 388.38 2445.50 3.67 10 2.53 1.11 333.55 6.64 49.22 389.42 2057.12 3.58 9 0.00 0.00 0.00 0.00 185.30 185.30 1667.70 3.50 8 0.00 0.00 0.00 0.00 185.30 185.30 1482.40 3.42 7 0.00 0.00 0.00 0.00 185.30 185.30 1297.10 3.33 6 0.00 0.00 0.00 0.00 185.30 185.30 1111.80 3.25 5 0.00 0.00 0.00 0.00 185.30 185.30 926.50 3.17 4 0.00 0.00 0.00 0.00 185.30 185.30 741.20 3.08 3 0.00 0.00 0.00 0.00 185.30 185.30 555.90 3.00 2 0.00 0.00 0.00 0.00 185.30 185.30 370.60 2.92 1 0.00 0.00 0.00 0.00 185.30 185.30 185.30 2.83 L L N ti L LO N O O N m O O M I- O O O m V- CD O O m V- O O kD Ln O O O O L r) ' . O . O . O . I� . O . O . O . O . Lf) . O . O . O . O . Lli N N N O O V- m M m O I�r O O O N N O O m .--1 9.0 V- tlo m 110 O O 110 m �-p O O N 00 O O �.6 N t.6 O O N v O N O O N N m %.O V.O O N m N O O . m . N . N . V- . m . m . T--i . T--i . O . m . m . V- . m . a 11� p1 N rV O O N • 4 � 4 ui 6 T4 CO OJ N a--J v N i- a--J i- v N L- a--J L- N a--+ O a--' � O a--+ � O 4-1 L 1 (n J U (/ J U (/7 J U ' J a--j V V OL J 4-1 V V J a--� V4-1 V .� .� .� 0 M 0 M 0 M ' U p U O a U p L L L L L L L L L L L L L L L L L L L L L L L L L L L L O O O O Ln Ln Ln LP) Ln Ln Ln Ln Ln Ln O O O O N N N N N • Manual Basin: MNB-0090 =A Scenario: Node: Hydrograph Method: Infiltration Method: Time of Concentration: Max Allowable Q: Time Shift: Unit Hydrograph: Peaking Factor: Area: Comment: Scenario: Node: Hydrograph Method: Infiltration Method: Time of Concentration: Max Allowable Q: Time Shift: Unit Hydrograph: Peaking Factor: Area: Comment: Node:• • Scenario: Scenariol Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 3.00 ft Warning Stage: 14.00 ft Comment: Scenariol Project Dry Det NRCS Unit Hydrograph Curve Number 15.0000 min 0.00 cfs 0.0000 hr U H484 484.0 1.0500 ac Scenariol Pre NRCS Unit Hydrograph Curve Number 15.0000 min 0.00 cfs 0.0000 hr U H484 484.0 1.0500 ac S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 7/29/2021 09:58 Inputs Node:OUTFALL County Scenario: Scenariol Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 9.87 ft Warning Stage: 14.00 ft Boundary Stage: Comment: Scenario: Scenariol Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 8.60 ft Warning Stage: 19.00 ft T � .' 8.60 0.0000 0 18.20 1.0500 45738 Comment: Scenario: Scenariol Type: Stage/Volume Base Flow: 0.00 cfs Initial Stage: 2.75 ft Warning Stage: 14.00 ft ag jVolume [ac-ft] Volume 2.75 0.00 0 3.00 0.01 566 3.25 0.03 1133 3.50 0.04 1655 3.75 0.07 2831 4.00 0.09 3990 4.25 0.12 5140 4.50 0.14 6281 4.75 0.17 7405 5.00 0.20 8533 5.25 0.22 9640 5.50 0.25 10729 V S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 7/29/2021 09:58 Inputs Stage •Volume [ft3] 5.75 0.27 11800 6.00 0.30 12850 6.25 0.32 13881 6.50 0.34 14884 6.75 0.36 15865 7.00 0.39 16810 7.25 0.41 17720 7.50 0.43 18587 7.75 0.45 19406 8.00 0.46 20151 8.25 0.48 20782 8.50 0.49 21362 8.75 0.50 21915 9.00 0.52 22473 9.25 0.53 23030 9.50 0.54 23588 Comment: Scenario: Scenariol Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 8.50 ft Warning Stage: 14.00 ft wr 8.50 0.0001 4 10.55 0.0600 2614 11.00 0.1700 7405 12.60 0.3440 14985 13.50 0.5500 23958 13.90 0.6000 26136 Comment: 3 Drop Structure Link: CS-4 (WEIR) Upstream Pipe Downstream Pipe Scenario: Scenariol Invert: 7.00 ft Invert: 7.00 ft From Node: Project Chamber Manning's N: 0.0220 Manning's N: 0.0220 To Node: Control StructureGeometry: -• -Circular Link Count: 1 Max Depth: 1.50 ft Max Depth: 1.50 ft Flow Direction: Both : • • • Solution: Combine Default: 0.00 ft Default: 0.00 ft Increments: 10 Op Table: Op Table: Pipe Count: 1 Ref Node: Ref Node: S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 7/29/2021 09:58 Inputs 4 Damping: 0.0000 ft Manning's N: 0.0000 Manning's N: 0.0000 Length: 42.00 ft--Jl • • • FHWA Code: 1 Default: 0.00 ft Default: 0.00 ft Entr Loss Coef: 0.50 Op Table: Op Table: Exit Loss Coef: 1.00 Ref Node: Ref Node: Bend Loss Coef: 0.00 Manning's N: 0.0000 Manning's N: 0.0000 Bend Location: 0.00 dec Energy Switch: Energy Pipe Comment: Pr Weir • .• - Weir: 1 Bottom Weir Count: 1 Default: 0.00 ft Weir Flow Direction: Both Op Table: Damping: 0.0000 ft Ref Node: Weir Type: Sharp Crested Vertical Am• Geometry Type: Rectangular Default: 0.00 ft Invert: 9.50 ft Op Table: Control Elevation: 9.50 ft Ref Node: Max Depth: 0.50 ft W Discharge Coefficients Max Width: 0.25 ft Weir Default: 3.200 Fillet: 0.00 ft Weir Table: Orifice Default: 0.600 Orifice Table: Weir Comment: Drop Structure Comment: Scenario: Scenariol Invert: 5.00 ft Invert: 5.00 ft From Node: Project Chamber Manning's N: 0.0130 Manning's N: 0.0130 To Node: Project Dry Det Geometry: Geometry: Circular Link Count: 1 Max Depth: 1.50 ft Max Depth: 1.50 ft Flow Direction: Both Bottom Cli• Damping: 0.0000 ft Default: 0.00 ft Default: 0.00 ft Length: 35.00 ft Op Table: Op Table: FHWA Code: 0 Ref Node: Ref Node: Entr Loss Coef: 0.00 Manning's N: 0.0000 Manning's N: 0.0000 Exit Loss Coef: 0.00 0• • • Bend Loss Coef: 0.00 Default: 0.00 ft Default: 0.00 ft Bend Location: 0.00 dec Op Table: Op Table: Energy Switch: Energy Ref Node: Ref Node: Manning's N: 0.0000 Manning's N: 0.0000 Comment: Weir Link: L-011OW r -4 6===dd S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 7/29/2021 09:58 Inputs 5 Scenario: Scenariol From Node: Control Structure Bottom Clip To Node: OUTFALL County Default: 0.00 ft Link Count: 1 Op Table: Flow Direction: Both Ref Node: Damping: 0.0000 ft Top Clip Weir Type: Horizontal Default: 0.00 ft Geometry Type: Rectangular Op Table: Invert: 10.40 ft Ref Node: Control Elevation: 10.40 ft Discharge Coefficients Max Depth: 3.00 ft Weir Default: 2.800 Max Width: 2.00 ft Weir Table: Fillet: 0.00 ft Orifice Default: 0.600 Orifice Table: Comment: Simulation: 00 Scenario: Scenarios Run Date/Time: 7/29/2021 9:49:09 AM Program Version: ICPR4 4.07.04 J General Run Mode: Normal Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 72.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 Output Time Init Hydrology ea Month Day Hour [hr] Time Increment [ml, A Surface Hydraulics Year MIMonth Hour [hr] NJ Time Increment [minjal Restart File Resources &Lookup Tables S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 7/29/2021 09:58 Inputs Resources Rainfall Folder: Unit Hydrograph Folder: Time Marching: SAOR Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: Boundary Stage Set: Extern Hydrograph Set: Curve Number Set: 1 Green-Ampt Set: Vertical Layers Set: Impervious Set: 1 IA Recovery Time: 24.0000 hr 6 dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Rainfall Name: NSFWMD-72 Rainfall Amount: 16.00 in Edge Length Option: Automatic Storm Duration: 72.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (1D): Energy Comment: Simulation: Scenario: Scenariol Run Date/Time: 7/29/2021 9:41:26 AM Program Version: ICPR4 4.07.04 _PW General Run Mode. Normal Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 72.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 Output S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 7/29/2021 09:58 Inputs Hydrology Year Month Day Hour [hr] 61ime Increment [min] Year Month Day Hour [hr] Time Increment [min] Save Restart: False ResourcesResources & Lookup Tables •• • .• - Rainfall Folder: Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: 1 Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: 1 Time Marching: SAOR Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: IA Recovery Time: 24.0000 hr dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Rainfall Name: NSFWMD-72 Rainfall Amount: 13.00 in Edge Length Option: Automatic Storm Duration: 72.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (1D): Energy Comment: Scenario: Scenariol Run Date/Time: 7/29/2021 9:43:51 AM Program Version: ICPR4 4.07.04 S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 7/29/2021 09:58 Inputs 8 Run Mode. Normal Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 24.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 Output Hydrology Year Month Day Hour [hr] Time Increment [mi Year Month Day Hour [hr] I Time Increment [minjA Restart File Save Restart: False Resources : Lookup Tables Rainfall Folder: Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: 1 Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: 1 Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Rainfall Name: NFLMOD Rainfall Amount: 7.00 in Edge Length Option: Automatic Storm Duration: 24.0000 hr S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 7/29/2021 09:58 Inputs Dflt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (1D): Energy Comment: S:\j\ICPR 4\1352 TEQ ADS 4500 1 basin\ 7/29/2021 09:58 Ardaman & Associates, Inc. AAI File No. 21-1612 January 25, 2021 Geotechnical, Environmental and Materials Consultants Allied Capital and Development of South Florida, LLC And Master Car Museum Building, LLC 115 Front Street, Suite 300 Jupiter, Florida 33477 Attn: Joe Campione SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION 4-STORY CAR MUSEUM PROJECT - 691 US HIGHWAY 1 TEQUESTA, FLORIDA INTRODUCTION In accordance with your request and authorization, Ardaman & Associates, Inc. has completed a subsurface exploration and geotechnical engineering evaluation for the above referenced project. We explored the general subsurface conditions in order to evaluate their suitability for the support of the proposed construction, to obtain a measure of pertinent engineering properties of subsurface materials, and to provide preliminary recommendations for site preparation and foundation design. Our work included soil borings, a field permeability test and engineering analyses. This report describes our explorations and test, reports their findings, and summarizes our conclusions and recommendations. SITE LOCATION AND DESCRIPTION The site is located at 691 US Highway 1 (Section 30, Township 40 South, and Range 43 East) in Tequesta, Palm Beach County, Florida. The site appeared as a vacant grass, sand and weed covered parcel of land at the time this exploration was completed. We understand that the site was previously developed with 1-story commercial buildings along with the associated parking and drive areas. The structures were razed at some time prior to this exploration. A site vicinity map is presented as our Figure 1. PROJECT DESCRIPTION It is our understanding that a 4-story car museum is being planned along with the associated parking and drive areas. No detailed plans or structural loads were available at the time this exploration was completed. This report has anticipated the proposed structure will have a combination of weight -bearing masonry walls and isolated columns, with maximum wall loads on the order of 15 to 20 kips per lineal foot and maximum column loads on the order of 400 to 500 kips. If any of this information is incorrect or anticipated to change, we should be notified immediately and allowed time to review the changes and make corrections to this report as needed. 2200 North Florida Mango Road, Suite 101, West Palm Beach, Florida 33409 Phone (561) 687-8200 FAX 1561) 640-7375 Florida: Bartow. Cocoa, Fort Myers, Miami, Orlando, Port St. Lucie, Sarasota, Tallahassee, Tampa West Palm Beach Louisiana_ Baton Rouge, New Orleans, Shreveport 4-Story Car Museum Project, Tequesta AAI File No. 21-1612 FIELD EXPLORATION Soil Borings Page 2 A Site Development Plan prepared by Spina Orourke +Partners and Gentile Glas Hafloway O'Mahoney dated December 2020 was provided which showed the planned layout of the proposed construction. A map showing the ideal location for a field permeability test was supplied by John Iravani, PE. Four (4) SPT borings were performed and terminated at depths of 25 to 50 feet below the existing grades. A portion of the site plan has been reproduced and used to show the approximate boring locations arranged across the site. This figure is presented as our attached Figure 2: Boring Location Plan. The soil borings were performed in general accordance with the procedures outlined in ASTM D-1586. The boring logs and a description of our drilling and testing procedures are attached. Field Permeability Test Results In order to estimate the hydraulic conductivity of the upper soils, a field permeability test was performed at the approximate location shown in Figure 2. This test was conducted in general accordance with the usual open -hole exfiltration test method described in the South Florida Water Management District (SFWMD) Permit Information Manual, Volume IV. Descriptions of the soils observed in the test borehole and the test results are presented in the attached field permeability test log. In brief, the exfiltration test yielded a hydraulic conductivity value of 4.18 x 10-4 cfs/sqf - ft head. General Our field exploration was conducted on January 13 and 14, 2021. The boring locations were laid out in the field in reference to the property boundaries and existing site features. The boring locations were adjusted in the field when found to be in conflict with existing structures or underground utilities. We estimate that the actual boring locations are within approximately 20 feet of the locations shown in Figure 2. LABORATORY TESTING Our drillers examined the soils recovered from the SPT sampler, placed the recovered soil samples in moisture proof containers, and maintained a log for each boring. The field soil boring logs and recovered soil samples were transported to our West Palm Beach soils laboratory from the project site. Each soil sample was then examined by an Engineer and visually classified in general accordance with the Unified Soil Classification System (USCS). The soil classifications and other pertinent data obtained from our explorations and laboratory examinations and tests are reported on the attached boring logs. The soil samples recovered from our explorations will be kept in our laboratory for 60 days, then discarded unless you request otherwise. GENERAL SUBSURFACE CONDITIONS The attached boring logs present a detailed description of the soils encountered at the locations and the depths explored. The soil stratification shown on the boring logs is based on examination of recovered soil samples and interpretation of the driller's field logs. It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil strata may be gradual and indistinct. 4-Story Car Museum Project, Tequesta Page 3 AAI File No. 21-1612 As shown in the boring logs, the soils consisted generally of loose fine sands with few to some shell and limerock fragments and occasional concrete debris to depths of 2 to 4 feet, followed by very loose to loose fine sands to depths of 18 to 25 feet, in turn followed by loose to medium dense fine sands to the termination depth of our deepest borings at 50 feet. A notable exception occurred in boring location B-1 where random pockets/lenses of moderately hard to hard cemented sand and shell (Coquina limestone) were encountered between depths of about 10 and 50 feet. Please refer to the attached boring logs for further details of the soils encountered in each of our boring locations. GROUNDWATER CONDITIONS Our drillers encountered groundwater from 9.5 feet to greater than 10 feet (estimated between 10 and 13 feet) below the existing grade in the boring locations at the time of completion. A viscous drilling fluid was introduced to maintain borehole stability which prevented accurate groundwater measurements below 10 feet. Fluctuations in groundwater level on this site should be anticipated throughout the year due to a variety of factors, the most important of which is recharge from rainfall, established drainage patterns and possibly some limited tidal influences. Groundwater levels somewhat above the present levels should be expected after extreme tides, major storm events and periods of heavy or prolonged rainfall. DISCUSSIONS AND RECOMMENDATIONS General Based on the anticipated structural loads, to provide more uniform conditions and allow an increased bearing capacity for design, we recommend using Vibro-Compaction (VC) improvement. Based on the anticipated structural loads, the treatment depths will likely be on the order of 15 to 20 feet below the ground surface in all heavily loaded foundation areas, followed by a vibratory roller compaction program. After the site has been prepared as recommended herein, shallow foundations under heavy loaded structural elements can be used, proportioned for a maximum bearing stress of 6,000 pounds per square foot (psf). Construction trailers, privacy walls and other minor structures (sign foundations, equipment pads, etc.) can be supported on shallow foundations proportioned for 2,500 psf after compacting the ground surface with a heavy vibratory roller. The implementation of VC improvement generates ground vibrations that could adversely affect nearby structures and/or cause moderate ground settlements 25 feet or more from the application point. The condition of existing structures that could be affected should be properly recorded and monitored. Alternate improvement methods will need to be considered as necessary. Following are detailed recommendations for site preparation procedures and foundation design. Site Preparation Procedures The recommended site preparation scheme involving VC consist of the following: • The building areas within lines five feet outside building perimeters, and the areas to be paved, should be cleared, grubbed and stripped of all surface vegetation, trash, debris and topsoil. Remnants of old foundations, pavement components and underground utility lines should be removed from within the construction areas and their excavations/depressions backfilled with approved granular fill placed and compacted in thin lifts as recommended below. Ardaman & Associates, Inc. FIELD PERMEABILITY TEST LOG SFWMD USUAL OPEN -HOLE TEST EX-1 PROJECT: 691 US Highway 1 (4-Story Car Museum) FILE No.: 21-1612 Tequesta, Florida TEST LOCATION: As per plan. DRILL CREW: DG/WC GROUNDWATER OBSERVED AT DEPTH Greater than 6.0 feet. Q Water Table Ds TEST DATE: 1 / 13/21 K= — 4Q )rd(2H22+4H2D. + H2 d) Q ["Stabilized" Flow Rate (cfs = 9.13 x 10 3 K [Hydraulic Conductivity (cfs/sqf - ft head)] = 4.18 x 10�4 d [Diameter of Test Hole (ft)] = 0.375 H= [Depth to Water Table (ft)] = 6+ * D` [Saturated Hole Depth (ft)] = 0 * By Groundwater DEPTH SYMBOLS SOIL DESCRIPTION SAMPLE No. Gray fine sand. some limerock fragments 2 `'`• .•_� _____________________•.___---.--_---•-•__..___ Light gray fine sand 3 4 N~ ,I 5 ."........................................................................ �N Orangish brown fine sand 6 NOTES: Boring terminated at 6.0 feet. JH1 Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHI(abellsouth.net Website: www.JHIinc.com Drainage Statement For Mastroianni Family Office The site is located on the east side of US HWY-1 between Canal Ct and Inlet Ct and consists of 1.05 ac of undeveloped land. The site is currently mostly cleared of vegetation and has overhead power lines through the middle of the lot. See Exhibit A. A 4-story commercial office development with supporting infrastructure is proposed. The proposed drainage system consists of exfiltration trenches. The drainage system meets Village of Tequesta standards for water quality, and the project maintains 95 % of all stormwater runoff on site. The project also meets the standards for 25yr, 72 hour design storm for perimeter berm and 100yr, 72 hour design storm criteria for finished floor elevation design. The drainage positive outfall shall be provided by a bubble up inlet near Canal Ct. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Jeff H. Iravani, P.E. No. 3316S ONO % STATE �OWA This item has been electronically signed and sealed by Jeff H. Iravani using a 5HA Authentication code. Printed copies of this document are not considered signed and sealed and the 5HA authentication code must be verified on any electronic copies. Digitally signed by Jeff H. Iravani PE Date: 2021o06021 13:48:00-04'00' 6.4 ! 1. 'Y ' T' 1! } �YviJi NN ! Y e p ',� • _ IN Ih Y N. Id °! _.. , AV b r �a rti �' Yr f y r IN 66 !; IN �- 0 J . _ R ! 1 ■4EFIN %I i s+■ r i .. ti YI r, pr SA P. F p a s r YY ° � L ! F - � � �'._ _ +� S ,ice • � � • y , r • _ r .r IN �.OPIA — � w P r YY r ° ANN d JH1 Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHI(abellsouth.net Website: www.JHIinc.com Fire Flow Statement For Mastroianni Family Office The site is located on the east side of US HWY-1 between Canal Ct and Inlet Ct and consists of 1.05 ac of undeveloped land. The site is currently mostly cleared of vegetation and has overhead power lines through the middle of the lot. See Exhibit A. A 4-story commercial office development with supporting infrastructure is proposed. The proposd building will have a fire sprinkler system that will meet all required applicable codes. The proposed fire protection system for the site shall meet the requirements for Village of Tequesta and NFPA # 1. The proposed fire service design meets the level of service standards and concurrency requirements of the Village of Tequesta. The fire system for the site includes Reduced Pressure Detector Assemblies, Fire Department Connections and appropriate fire hydrant access for the project Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Jul Jeff H. Iravani, P.E. \W11111111 14* woo N.WOO % rATE OFa t)?�-ffiV . �' ,4NN l?:Z'� *eft.•' 1) This item has been electronically signed and sealed by Jeff H. Iravani using a SHA Authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. Digitally signed by Jeff H. Iravani PE Date: 2021,,06,,21 13,003510*04 -04'00' %A pt e ` 1 a�� e AV Ap m ° r- a 4 { q, `+° ` 44 Awe lip Of t ' a! irF ° s a u' may, k .�+ f + pr -ve OF 6 L P- L, 4 rip ON + a' ' y f • '° TY.r JH1 Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHI(abellsouth.net Website: www.JHIinc.com Sanitary Sewer Statement For Mastroianni Family Office The site is located on the east side of US HWY-1 between Canal Ct and Inlet Ct and consists of 1.05 ac of undeveloped land. The site is currently mostly cleared of vegetation and has overhead power lines through the middle of the lot. See Exhibit A. A 4-story commercial office development with supporting infrastructure is proposed. The proposed sewer system will consist of gravity sanitary service to a proposed lift station which will lead to a 2"LPM maintained by Loxahatchee River District. The existing 2" LPM has sufficient capacity for this project. The proposed Sanitary Sewer design meets the level of service standards of 108 gallons per capita per day and concurrency requirements of the Village of Tequesta. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, , �' 6 // �"/� � v-, e ?� - Jeff H. Iravani, P.E. Digitally signed by Jeff H. Iravani PE Date: 2021*06*21 This item has been electronically signed ard sealed by Jeff H. Iravani using a SHA Authentication code, Printed copies of this • document are not considered signed and sealed and the SHA 13037,050 authentication code must be -verified on any eiectronic copies. 'r • F riqlpl 4 -REL-91 :% _ �•�� ,gyp �' y� !, � a_. ,._ a , � ' L • . •nil. �.. - at � 16 r T M �r i !`� r 4 i �I � yy •� � - Ida 1 g NJ �r MtL • i,.. 1 r<••' a �� _ . ! Pa 3 y d* L R w 11 MI r +�1 ;:,� AL R sue' - _v e` rr m r y • a: i _ _i _ a!_4.1 JH1 Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHI(&bellsouth.net Website: www.JHIine.com Potable Water Statement For Mastroianni Family Office The site is located on the east side of US HWY-1 between Canal Ct and Inlet Ct and consists of 1.05 ac of undeveloped land. The site is currently mostly cleared of vegetation and has overhead power lines through the middle of the lot. See Exhibit A. A 4-story commercial office development with supporting infrastructure is proposed. The proposed potable water system shall consist of an 8" watermain line, with a dedicated water meter for the building, with a tie in into the Village of Tequesta water distribution system to provide adequate water service to the project. The water level of service criteria that shall be used for this project are: 1. Average daily water consumption rate of 175 gallons/capita/day 2. Maximum daily water consumption, including irrigation, rate of 180 gallons/capita/day & Nonresidential*: 3,030 gallons/acre/day The proposed potable water design meets the level of service standards and concurrency requirements of the Village of Tequesta. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Jeff H. Iravani, P.E. N, s P ' t* moll o. �3 ,�I //1 ONAL This item has been electronically signed and sealed by Jeff H. Iravani using a 5HA Authentication code. Printed copies of this document are not considered signed and sealed and the 5HA authentication code must he verified on any electronic copies. Digitally signed by Jeff H. Iravani PE Date: 2021,.06,.21 1340636*009 -04'00' mr: a r• :I '► � - • 1 � -. -�3-:. � � } t' . r�' jibs •�` � • `, !fib. �� +• _ F _ . 4'9� : }_' w: rvia .L .. a awl Y L 4 '—'j tjot a , L w - bpi *A r� • t -� t 1 'E1� _ JK 1 ® i r1 R : ' _ u yy � , Y : y k .,- �..-•. ram. '..! �� - '�F �.. ,. yam`'• �� `41 Iftpe : ja -1 Ina•bui in aoi elsanba bui in aoi elsanba .pl. 8 .��0 1/ .pl. 8 .��0 1//•09E W 18 OL S RT304 lK< FEATURES Maintain control with four dual -stacked burners that go from 20,000 Btu down to a mere breath of flame Simmer and melt sauces, soups, and marinades easily with the lower tier of the dual -stacked burner Reignites flame automatically with spark ignition system Move pots and pans effortlessly across the continuous cast-iron grates Cleanup is a snap as sealed, seamless burner pans contain sloshes and spills Match other Sub -Zero, Wolf, and Cove products with heavy -gauge stainless steel and signature red infinite control knobs ACCESSORIES 2-Burner Wok Grate Center S-Grate Filler Trim S-G rates Stainless steel, brass or chrome bezels High altitude conversion kits available 5" and 10" stainless steel risers, and 20" riser with shelf Signature red, black or stainless steel control knobs Accessories available through an authorized dealer. For local dealer information, visit subzero-wolf.com/locator. TOP CONFIGURATION RANGETOP SPECIFICATIONS • Stainless -steel island trim (included) • Stainless -steel bezels • 1 - 9,200 Btu burner • 1 - 15,000 Btu burner • 1 - 18,000 Btu burner • 1 - 20,000 Btu burner Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. wo M PRODUCT SPECIFICATIONS Model SRT304 Dimensions 29 7/8"W x 8 1 /2"H x 28 1 /2"D Electrical Supply 120 VAC, 60 Hz Electrical Service 15 amp dedicated circuit Gas Supply 3/4" ID line Gas Inlet 1/2" NPT female Receptacle 3-prong grounding -type ELECTRICAL GAS RIGHT SIDE RIGHT SIDE PLATFORM OF OPENING PLATFORM OF OPENING PLATFORM �r4 TOP VIEW ) j-- BACK WALL E G 16" (406) ELECTRICAL AND GAS FLOOR r TFORM PVIEW BACK WALL E G 16" (406) ELECTRICAL AND GAS FLOOR NOTE: Dimensions in parenthesis are in millimeters unless otherwise specified DIMENSIONS 81/271/2 00 WOLF O O (216) (191) T — 297/8" (759) STANDARD INSTALLATION It 281/2" (724) — 271/2il (699) — 171/2" (445) — 121/2" (318) 0 261 /8" (664) 13" 18" 30" (762) To 36" (914) (330) (457) TO BOTTOM OF VENTILATION HOOD* —� 611 (152) 71/2191) OPENING 30�� (762) HEIGHT OPENING WIDTH 24" (610) MAX PLATFORM —f PLATFORM PLATFORM 4„ TOP VIEW (102) BACK WALL E G 16" (406) ELECTRICAL AND GAS SIDE VIEW FRONT VIEW *Without ventilation hood, 36"(914) minimum clearance countertop to combustible materials. NOTE: Shaded area above countertop indicates minimum clearance to combustible surfaces, combustible materials cannot be located within this area. Electrical and gas supply located through bottom of platform. For island installation, 12"(305) minimum clearance back of range to combustible rear wall above countertop. Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. OL FM15TF/S FEATURES Makes fried food crispier and lighter without unnecessary grease Ensures shortening and lard don't burn with the melt feature Pair the slim 15" modules with other modules and full-size transitional framed cooktops I Y . Keeps your kitchen looking spotless with a low -profile, stainless -steel lid Remove foods easily with three dishwasher -safe wire baskets Holds and drains oil more conveniently with a manual locking drain Program via an illuminated control panel ACCESSORIES Cooktop/Module Filler Strip Accessories available through an authorized dealer. For local dealer information, visit subzero-wolf.com/locator. M ftr, Specifications are subject to change without notice. This information was generated on April 5, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. OL Dimensions Weight Electrical Supply Electrical Service Conduit Length ELECTRICAL COUNTERTOP FE LOCATE ELECTRICAL SUPPLY ANYWHERE ON BACK WALL OF OPENING PRODUCT SPECIFICATIONS Model FM 15TF/S 15"W x 13 1 /2"H x 21 "D 42 I bs 3-wire, 240/208 VAC, 50/60 Hz 15 amp dedicated circuit 4 Feet NOTE: Dimensions in parenthesis are in millimeters unless otherwise specified DIMENSIONS 0 21" (533) E 15" (381) 8 3/4" (222) 7/8 411 (22) (102) DRAIN OUTLET STANDARD INSTALLATION �13"� (330) SIDE VIEW 21/2" (64) min 14" 191/2" (356) (495) 21/2" (64) min COUNTERTOP CUT-OUT 18" 30" (457) (762) �7 (178) 6" 12 3/8" (152) (314) DRAIN OUTLET [E] FRONT VIEW NOTE: Shaded area above countertop indicates minimum clearance to combustible surfaces, combustible materials cannot be located within this area. Specifications are subject to change without notice. This information was generated on April 5, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. Specification sheet Weather -protective and sound -attenuated Steel enclosures 130-750 kW regulated standby generator sets Description Cummins provides the option of protecting your Cummins Generator Set (GenSet) with weather protective and sound attenuated steel enclosures that not only limit the GenSet from producing high decibels of sound, but also protect the GenSet from harsh weather conditions. These field -installable enclosure kits are designed to enclose the entire GenSet while allowing ample air flow for cooling. Multiple kit configurations are available for each GenSet model to suit most weather protection and sound control requirements: Weather -protective enclosures (F001-WPE) provide protection from climate conditions and include an internally -mounted exhaust silencer. The enclosure and exhaust silencer are appropriate for applications where sound reducing enclosures are not required. Level I sound -attenuated enclosures (F001-L1) provide weather protection and include an internally -mounted exhaust silencer and sound insulating panels. The silencer and the panels reduce the noise level of the GenSet to a level below that achieved with a weather protective enclosure. Level I sound -attenuated enclosures are appropriate for applications where sound reducing enclosures are required. Level II sound -attenuated enclosures (F001-L2) provide weather protection and include an internally -mounted exhaust silencer and sound insulating panels which reduce the noise level of the GenSet to a level below that achieved with a Level I sound -attenuated enclosure. Level II sound -attenuated enclosures are appropriate for applications where sound reducing enclosures are required. 130 to 200 kW standard construction • 14-gauge, low carbon, hot -rolled ASTM A1011 steel construction (panels) • 12-gauge, low carbon, hot -rolled ASTM A1011 steel construction (posts) 250 to 750 kW standard construction • Galvannealed steel construction for corrosive environments • Aluminum construction offered as an option for corrosive environments Doc.25315 Rev.5 cummins.com Features and benefits • Stainless steel hardware • Compact footprint • Zinc phosphate pretreatment, a -coat primer and super durable powder topcoat print minimizes corrosion and color fade • Two or three recessed doors per side (depending on GenSet dimensions) for service access • Doors keyed alike for added security and convenience • Weather protective seals around all doors on WPE & sound attenuated enclosures • Enclosed exhaust silencer improves safety and protects against rust • Critical sound level exhaust silencers in sound attenuated enclosures • Rain collar and rain cap • Non -hygroscopic sound -attenuating material • Easy access lifting points for spreader bars and forklift, depending on model • Enclosure attaches directly to GenSet skid base • Designed for ambient temperatures up to 40 °C (104 OF)* • Enclosures are designed for outdoor use only • Standard wind rating of 100 mph • Removable enclosure panels or hinged doors provide easy GenSet access • Fixed louvers • Cambered roof prevents water accumulation • Fuel and electrical stub -up area within enclosure perimeter Refer to the GenSet Specification Sheet and the Sound Data Sheet for specific capabilities. *GenSets with weather -protective or sound -attenuated enclosures may reduce the ambient capability by 2 to 4.5 °C (4 to 8 OF), depending on the type of enclosure and site conditions. Housing options • 5 kW heater • 100A5 120/240V distro panel • AC lights (2 X AC vaporproof) • 120V G FI convenience receptacles (2) • Motorized intake and discharge louvers UL 2200 available • External E-Stop • High wind bracing • DC lights w/ timer (2) • Floor (required for non -pad or spring isolator mounting) �_ -- _ __ -= =_= �� ��•u _ Doc.25315 Rev.5 cummins.com Rating Model Engine Description (kW) MAill JA 130 C200N6 PSI 11.1 L Weather protective enclosure (upgrade from open set) GFPC-02 130 C200N6 PSI 11.1 L Level 2 enclosure (upgrade from weather enclosure) GFPC-02 200 C200N6 PSI 11.1 L Weather protective enclosure (upgrade from open set) GFPC-02 200 C200N6 PSI 11.1 L Level 2 enclosure (upgrade from weather enclosure) GFPC-02 250 C250N6 GTA855e Weather protective enclosure (upgrade from open set) C250N6-02 250 C250N6 GTA855e Level 1 enclosure (upgrade from weather enclosure) C2501\16-03 250 C250N6 GTA855e Level 2 enclosure (upgrade from Level 1 enclosure) C2501\16-03 300 C300N6 GTA855e Weather protective enclosure (upgrade from open set) C3001\16-02 300 C300N6 GTA855e Level 1 enclosure (upgrade from weather enclosure) C300N6-03 300 C300N6 GTA855e Level 2 enclosure (upgrade from Level 1 enclosure) C3001\16-03 335 C550N6 GTA38E Weather protective enclosure (upgrade from open set) C500N6-02 335 C550N6 GTA38E Level 1 enclosure (upgrade from weather enclosure) C5001\16-03 335 C550N6 GTA38E Level 2 enclosure (upgrade from Level 1 enclosure) C5001\16-03 350 C350N6 KTA19SLB Weather protective enclosure (upgrade from open set) GFEB-02 350 C350N6 KTA19SLB Level 1 enclosure (upgrade from weather enclosure) GFEB-03 350 C350N6 KTA19SLB Level 2 enclosure (upgrade from Level 1 enclosure) GFEB-03 400 C400N6 GTA28E Weather protective enclosure (upgrade from open set) C400N6-02 400 C400N6 GTA28E Level 1 enclosure (upgrade from weather enclosure) C4001\16-03 400 C400N6 GTA28E Level 2 enclosure (upgrade from Level 1 enclosure) C4001\16-03 400 C400D6B QSZ13 Weather protective enclosure (upgrade from open set) C400D613-02 400 C400D613 QSZ13 Level 1 enclosure (upgrade from weather enclosure) C400D613-03 400 C400D613 QSZ13 Level 2 enclosure (upgrade from Level 1 enclosure) C400D613-03 450 C450N6 GTA28E Weather protective enclosure (upgrade from open set) C450N6-02 450 C450N6 GTA28E Level 1 enclosure (upgrade from weather enclosure) C4501\16-03 450 C450N6 GTA28E Level 2 enclosure (upgrade from Level 1 enclosure) C4501\16-03 500 C500N6B GTA28E Weather protective enclosure (upgrade from open set) C5001\1613-02 500 C500N6B GTA28E Level 1 enclosure (upgrade from weather enclosure) C5001\1613-03 500 C500N6B GTA28E Level 2 enclosure (upgrade from Level 1 enclosure) C5001\1613-03 550 C550N6 GTA38E Weather protective enclosure (upgrade from open set) C550N6-02 550 C550N6 GTA38E Level 1 enclosure (upgrade from weather enclosure) C5501\16-03 550 C550N6 GTA38E Level 2 enclosure (upgrade from Level 1 enclosure) C5501\16-03 600 C600N6 GTA50E Weather protective enclosure (upgrade from open set) C7501\16-02 600 C600N6 GTA50E Level 1 enclosure (upgrade from weather enclosure) C750N6-03 600 C600N6 GTA50E Level 2 enclosure (upgrade from Level 1 enclosure) C750N6-03 650 C650N6 GTA50E Weather protective enclosure (upgrade from open set) C750N6-02 650 C650N6 GTA50E Level 1 enclosure (upgrade from weather enclosure) C7501\16-03 650 C650N6 GTA50E Level 2 enclosure (upgrade from Level 1 enclosure) C7501\16-03 750 C750N6 GTA50E Weather protective enclosure (upgrade from open set) C750N6-02 750 C750N6 GTA50E Level 1 enclosure (upgrade from weather enclosure) C7501\16-03 750 C750N6 GTA50E Level 2 enclosure (upgrade from Level 1 enclosure) C7501\16-03 Doc.25315 Rev.5 cummins.com Installed weather enclosure Model Length (in.)Width dimensions (in.) Height (in.) Ergo * All dimensions are estimated based on enclosure drawings. For detailed sound data, refer to the Sound Data Sheet for a specific model. Doc.25315 Rev.5 cummins.com Installed Model sound enclosure dimensions* Length (in.) lWidth (in.) IlHeight (in.) * All dimensions are estimated based on enclosure drawings. For detailed sound data, refer to the Sound Data Sheet for a specific model. Doc.25315 Rev.5 cummins.com Enclosure paint options These standard enclosure colors are available as selected in Cummins pricing. All GenSet enclosures will be painted Onan Green Textured, unless otherwise ordered. Underwriters Laboratories (UL) colors noted are included in standard pricing; other colors selected for UL units would have additional charges. Contact your local sales representative for more information. Moss Green Cummins Beige (UL) ANSI 61 Gray (UL) Cummins Sales and Service 875 Lawrence Drive DePere, Wisconsin 54115 cummins.com Doc.25315 Rev.5 Cream Chocolate Brown Jet Black Onan Green Textured (UL) Sugar White Cummins Red Compartment Tan Spectrum Gray Textured (UL) �� PT2A-FS-FS/-HS-HS T i� ..tibr Item#123�STEELHEARPE 564 /20 PT2A FS FS -HS-HS iwo section ruii stainless/Malt stainless Door Pass Thru Refrigerator W x D x H 55" x 35.75" x 79.577* `with 4" casters PT2A-FS-FS - [ T E] '.J 'J ZN�QLC4�0' - - n(� - C T U S O 4r1otl TED Intertek Intertek Dimensions / Capacity Interior Storage Capacity (CF) (AHAM) Overall Width x Depth Height (including 4" casters) Door Opening Width x Height Depth with Both Doors Open at 900 (front and back) Adjustable Shelves Shelf Dimensions (W x D) Adjustable Center Shelves Center Shelf Dimensions (WxD) Crated Shipping Weight Crated Length x Depth x Height PT2A-HS-HS 1C1 ►J 3 46"P',ioRY WARRANT, Parts & Labor Parts YR 9L J NATURAL Entire Machine Compressor REFRIGERANT Two Section PT2A-FS-FS(-HS-HS) 52.5 ft3 55" x 35.75" 79.5" 21.75" x 59.25" 1 21.75" x 27.75" 87.25" 6 21.25" x 26" 3 611 x 17. 8" 592 I bs 58" x 38.577 x 8177 Item #: Project: Qty: AIA#: Features ► Engineered to maintain NSF-7 temperatures in 100°F ambient. (Certified to NSF-7 temperatures in 86°F ambient.) ► Stainless steel interior with stainless steel exterior front, sides and top ► Unique ducted air distribution system • Energy efficient interior LED light • Environmentally friendly R290 hydrocarbon refrigerant • Solid state digital controller with temperature alarms and LED display (Fahrenheit or Celsius) • Doors and cabinet are insulated with 2-3/8" of CFC free,foamed in place polyurethane • Maximum interior storage capacity with smallest external footprint • Exclusive stepped door design to protect recessed door gasket • Spring assisted self -closing doors with stay open feature • Sturdy 8 gauge stainless steel hinge plate with welded hinge pin • Extruded aluminum flush mount door handle • Field reversible doors • Evaporator coils are epoxy electrocoated (E-Coat) to Electrical / Refrigeration Two Section PT2A-FS-FS(-HS-HS) help fight corrosion Voltage 115/60/1 • Energyefficient automatic hot as condensate g HACR Breaker 15.0 Amps o r evaporator ElectricalConnection NEMA ( ) _ 5 15 P ,� Voltage Range 104-126 • Top mount refrigeration comes standard with a Ambient Temp. Range 450 to 100°F condenser filter Control Setpoint Range 31 ° to 520F • Refrigerant flow is controlled with thermostatic Amperage 8 expansion valve Energy Consumption (kWh/day) @ASHRAE 3.24 • Stainless steel shelf supports Heat Rejection (BTU/Hr.) @NSF 581 Approx. Nominal Compres. BTU/HR (HP) 1545 (1/2HP) • (3) epoxy coated wire shelves are standard Refrigerant / Charge Amount (oz) R290 / (5.3 oz) • Standard with 4" casters (two with brakes) Options Warranty • 10 ft. cord and plug ❑ Additional epoxy shelves ❑ Foot pedal * 3 Year - parts and Labor on ElStainless steel shelves El6" Le9s entire machine. 5 Year - Parts on Compressor ❑ Tray/Pan slides valid in United States, Canada, Puerto Rico and U.S. Territories. Contact Note: Made to order. Allow 4-6 weeks. factory for warranty in other countries. Hoshizaki reserves the right to change specifications without notice. © HOSHIZAKI AMERICA, INC. 618 Hwy, 74 S., Peachtree City, GA 30269 1 TEL 800-438-6087 I FAX 800-345-1325 1 www.hoshizakiamerica.com � /20 W091; PT2A-FS-FS/-HS-HS 4 2�STEELHEARTiItem #13564-FS-FS -HS-HS .PT2A - Two Section Full Stainless/Ha f Stainless Door Pass Thru Refrigerator FRONT VIEW BACK VIEW 55° 55" 55" 55' � (P 11A-HS-HS) PLAN VIEW 55" 82.5" (PT2A-FS-FS (-HS-HS) 79.5" T 3.63" L ( F' 11A SIDE VIEW 35.75" (PT2A-FS-FS) 79.75" (PT2A-HS-HS) 35.75" (PT2A-HS-HS) Cabinet Construction The exterior cabinet front, sides, and top are constructed of high quality stainless steel. The cabinet interior is constructed of stainless steel with a unique ducted air flow system. Three (3) heavy duty epoxy coated shelves per section are standard. Mounted on stainless steel pilasters shelves are adjustable in 1" increments. Cabinet walls and doors are insulated with 2-3/8" of environmentally friendly, CFC free, foamed in place polyurethane. Interior LED light provides energy efficient illumination. 4" polyolefin, casters (two with brakes) are standard. Door Construction Doors are constructed of a high grade stainless steel exterior and interior and are standard with locks. Hoshizaki's exclusive "stepped" design protects the recessed gasket while product is being removed from the cabinet. Doors are provided with a one piece, full length extruded aluminum flush mount handle and are mounted on eight (8) gauge stainless steel hinge plates with a welded hinge pin. Spring assisted self -closing doors are equipped with a stay open feature past 90 degrees. Snap -in magnetic door gaskets are easily removed for cleaning. Door hinging is field reversible. Refrigeration System The high efficiency refrigeration system is self-contained with an epoxy electrocoated (E-Coat) evaporator for extended life. Top mounted refrigeration system is easily accessible for service and includes a condenser filter with easy access from the top of the unit. The refrigeration system components are assembled on a high density expanded polypropylene platform that is removable from the main unit. A unique ducted air flow system achieves uniform air distribution within the cabinet to eliminate hot spots. Condensate removal is accomplished with a top mounted energy efficient non -electric evaporation system. A thermostatic expansion valve (TXV) controls the flow of environmentally friendly R290 refrigerant through the evaporator. Solid state digital controls monitor the operation and performance of the refrigeration system. The controls also provide visual high and low temperature and high and low voltage alarms. A LED display shows the cabinet temperature and is adjustable to Fahrenheit or Celsius. 115 volt units are equipped with a ten foot cord and plug (20.0 amps or less). © HOSHIZAKI AMERICA, INC. 618 Hwy, 74 S., Peachtree City, GA 30269 1 TEL 800-438-6087 1 FAX 800-345-1325 1 www.hoshizakiamerica.com • I F1 Am FS(L) One Section Full Solid Door Freezer W x D x H 27.5" x 33.5" x 79.5" * *with 4" casters F1A-FS F1A-FSL PC�ORY WARRA&�,y re GL CAD y : `'� `� ° ,� Parts &Labor Parts � . YR YR • A 3 5 o c us o O IritertelC NATURAL Entire Machine Compressor Intertek ISO900I-ISO14001 REFRIGERANT Dimensions / Capacity Interior Storage Capacity (CF) (AHAM) Overall Width x Depth Height (including 4" casters) Door Opening Width x Height Depth with Door Open at 900 Adjustable Shelves Shelf Dimensions (W x D) Crated Shipping Weight Crated Length x Depth x Height Electrical / Refrigeration Voltage HACR Breaker Electrical Connection (NEMA) Voltage Range Ambient Temp. Range Control Setpoint Range Amperage Energy Consumption (kWh/day) @ASHRAE Heat Rejection (BTU/Hr.) @NSF Approx. Nominal Compres. BTU/HR (HP) Refrigerant / Charge Amount (oz) One Section F1A-FS(L) 23.10 ft3 27.5" x 33.5" 79.5" 21.75" x 59.25" 59.25" 3 21.25" x 26" 345 Ibs 37.575x31.51)x81" One Section F1A-FS(L) 115/60/1 15.0 Amps 5-15P 104-126 450 to 100°F -100 to +120F 8.46 6.25 1178 1425(3/4HP) R290 / (4.1 oz) Q• F1A-FS(L) .rr' • • 06/24/19 STEELHEART`7 '�'. :. L Item # 13506 'iy: Item #: Project: Qty: AIA#: Features ► Maximum interior storage capacity with smallest external footprint ► Stainless steel interior with stainless steel exterior front, sides and top ► Unique ducted air distribution system • Energy efficient interior LED light • Environmentally friendly R290 hydrocarbon refrigerant • Solid state digital controller with temperature alarms and LED display (Fahrenheit or Celsius) • Cabinet and doors are insulated with 2-3/8" of CFC free, foamed in place polyurethane • Stainless steel exterior and interior door come standard with locks • Exclusive stepped door design to protect recessed door gasket • Spring assisted self -closing doors with stay open feature • Sturdy 8 gauge stainless steel hinge plate with welded hinge pin • Extruded aluminum flush mount door handle • Field reversible doors • Evaporator coils are epoxy electrocoated (E-Coat) to help fight corrosion • Energy efficient automatic hot gas condensate evaporator • Top mount refrigeration comes standard with a condenser filter • Refrigerant flow is controlled with thermostatic expansion valve • Stainless steel shelf supports • (3) epoxy coated wire shelves are standard Options Warrant • Standard with 4" casters (two with brakes) a y ❑ Additional epoxy shelves ❑ Foot pedal door opener * 3 Year - parts and Labor on • Stackable (two units high) to conserve warehouse ❑ Stainless steel shelves El6" Adjustable legs enure machine. floor space 1 9 5 Year - Parts on Compressor ❑ Tray/Pan slides ❑ Condensate pan (HS-5462) valid in United States, Canada, Puerto 910 ft. cord and plug Rico and U.S. Territories. Contact factory for warranty in other countries. Hoshizaki reserves the right to change specifications without notice. © HOSHIZAKI AMERICA, INC. 618 Hwy, 74 S., Peachtree City, GA 30269 1 TEL 800-438-6087 1 FAX 800-345-1325 1 www.hoshizakiamerica.com a o F1 A FS ( L 71017 STEELHEART One Section Full Solid Door Freezer IL FRONT VIEW SIDE VIEW i- 27.5" 79.5" T 3.63" F1A-FS - Right Hinge PLAN VIEW Cabinet Construction F1A-FSL - Left Hinge i 27.5" F1A-FS - Right Hinge 00000000 0 ° 000000000000000000 000000�00000000000 OOOOOOOOOOBB000000 000000000000000000 �009001000060SS�00 �00000090000000000 59.25" �00000000 0 0 F1A-FSL - Left Hinge 33.5" 7957 F1 A-FS(L) 06/24/19 Item # 13506 The exterior cabinet front, sides, and top are constructed of high quality stainless steel. The exterior back, and bottom are constructed of coated steel. The cabinet interior is constructed of stainless steel with a unique ducted air flow system. Three (3) heavy duty epoxy coated shelves per section are standard. Mounted on stainless steel pilasters shelves are adjustable in 1" increments. Cabinet walls and doors are insulated with 2-3/8" of environmentally friendly, CFC free, foamed in place polyurethane. Perimeter door heater prevents condensation from forming on the face of the cabinet. An interior LED light is automatically activated when doors are opened. 4" polyolefin, casters (two with brakes) are standard. Door Construction Doors are constructed of a high grade stainless steel exterior and interior and are standard with locks. Hoshizaki's exclusive "stepped" design protects the recessed gasket while product is being removed from the cabinet. Doors are provided with a one piece, full length extruded aluminum flush mount handle and are mounted on eight (8) gauge stainless steel hinge plates with a welded hinge pin. Spring assisted self -closing doors are equipped with a stay open feature past 90 degrees. Snap -in magnetic door gaskets are easily removed for cleaning. Door hinging is field reversible. Refrigeration System The high efficiency refrigeration system is self-contained with an epoxy electrocoated (E-Coat) evaporator for extended life. Top mounted refrigeration system is easily accessible for service and includes a condenser filter with easy access from the top of the unit. The refrigeration system components are assembled on a high density expanded polypropylene platform that is removable from the main unit. A unique ducted air flow system achieves uniform air distribution within the cabinet to eliminate hot spots. Condensate removal is accomplished with a top mounted energy efficient non -electric evaporation system. A thermostatic expansion valve (TXV) controls the flow of environmentally friendly R290 refrigerant through the evaporator. Refrigeration system utilizes a time initiated heated defrost to eliminate any ice on the evaporator coil. Solid state digital controls monitor the operation and performance of the refrigeration system. The controls also provide visual high and low temperature and high and low voltage alarms. A LED display shows the cabinet temperature and is adjustable to Fahrenheit or Celsius. 115 volt units are equipped with a ten foot cord and plug (20.0 amps or less). © HOSHIZAKI AMERICA, INC. 618 Hwy, 74 S., Peachtree City, GA 30269 1 TEL 800-438-6087 1 FAX 800-345-1325 1 www.hoshizakiamerica.com OL D030PM/S/PH >R( !�V FEATURES Cook for a crowd, with two ovens and twice the capacity Preheats faster and cooks more consistently across all racks due to its advanced Dual VertiCrossTM convection system Assures predictably delicious results with a variety of modes, including Convection Roast, Proof, and Dehydrate Prepares 50 popular dishes with the Gourmet feature that automatically adjusts cook times and temperatures Handles multiple dishes simultaneously with our largest capacity oven (13 percent larger) Insert a temperature probe to tell you exactly when it is done —and in gourmet mode, it will alert you the moment the dish is ready Uncomplicate cooking with innovative, interactive color touchscreen controls Makes a statement with Wolf's iconic red control knobs Integrates beautifully into surrounding cabinetry with flush installation Ensures excellent visibility via three bright halogen lights and large, triple - panel -glass door windows Master your technique with tips and recipes from the Mastering the M series oven guide ACCESSORIES 30" Broiler Pan 30" Full -Extension Ball -Bearing Oven Rack 30" Premier Baking Sheet 30" Standard Oven Rack Bake Stone Kit Black Knobs Dehydration Kit Full -Extension Ball Bearing Rack Multi -Function Pan Oven Rack Set (3) Red Knobs Stainless Knobs Temperature Probe Accessories available through an authorized dealer. For local dealer information, visit subzero-wolf.com/locator. Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. OL Dimensions Oven 1 Interior Dimensions Oven 2 Interior Dimensions Overall Capacity Usable Capacity Door Clearance Electrical Supply Electrical Service Conduit Length ELECTRICAL PRODUCT SPECIFICATIONS Model D030PM/S/PH 29 7/8"W x 50 7/8"H x 23"D 25 1 /4"W x 17 1 /2"H x 19 7/8"D 25 1 /4"W x 17 1 /2"H x 19 7/8"D 5.1 cu. ft. 3.3 cu. ft. 21 3/8" 240/208 VAC, 60 Hz 50 amp dedicated circuit 5 Feet 511 E (127) t 4' (102) ELECTRICAL SUPPLY MAY BE LOCATED IN ADJACENT CABINET — PLACEMENT WITHIN OPENING MAY REQUIRE ADDITIONAL CABINET DEPTH E NOTE: Dimensions in parenthesis are in millimeters unless otherwise specified DIMENSIONS 7/8" 85/8" 17/8" (22) (218) (46) 2(51)� 13/8" (36) Gd CONDUIT CHANNEL 507/8" 493/8" (1291) (1254) OPEN OVEN DOOR 213/8" (543) E 297/8" (759) 31/411 23" (584) (83) BEHIND FRAME STANDARD INSTALLATION 49 7/8" (1267) OPENING HEIGHT 17" (432) TYPICAL 231 /4" (591) OPENING DEPTH TOP VIEW 511 (127) 1 E 4' (102) 281 /2" (724) 30 OPENING WIDTH DE E SIDE VIEW FRONT VIEW NOTE: Location of electrical supply within opening may require additional cabinet depth. Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. f L DW2450 Adapts easily to differently shaped dishes and glasses with a height - adjustable middle rack and fold -down tines Removes food and grease with three powerful spray arms and custom wash and dry options for different soil levels Filters food efficiently through fine mesh for cleaner water throughout every cycle Dries every type of dish, utensil, and pan thoroughly with a hot rinse and fan -assist Operates in near silence that never interrupts Matches classic Wolf and Sub -Zero stainless steel or accepts custom panels to integrate into any kitchen design Opt for a stainless steel exterior panel for equal durability and a timeless, sophisticated look Provides better visibility with interior LED lights Maintains clean lines with sleek control panel and floor status light Marvel at the durability of the stainless steel interior, built for decades of use Monitor cycle progress, even start a new cycle, remotely. Receive alerts when rinse aid is low Pro Handle Tubular Handle 24" Stainless Steel Door Panels 60cm Stainless Steel Door Panels 24" Stainless Steel Kickplates 60cm Stainless Steel Kickplates Accessories are available through an authorized dealer. For local dealer information, visit subzero-wolf.com/locator. PRO TUBULAR DISHWASHER • 4 LED lights (2 sides; 2 top) • 43 spray jets across three spray arms • Four -stage, fine mesh filter • Adjustable stemware rail • Adjustable cup shelf Height -adjustable middle rack • Easy -glide bottom rack • Upper silverware rack • One large utensil basket Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. Dimensions Door Clearance Sound Level Electrical Supply Electrical Service Receptacle Cord Length Water Connection Drain Connection Plumbing Pressure ELF^Irr'�P^ F TW2450 QUICK - - , PRODUCT SPECIFICATF Model DW2450 23 5/8"W x 34 1 /2"H x 23 1 /4"D 26 3/4" 41 dBA (Model and cycle/option dependent) 115 VAC, 60 Hz 15 amp dedicated circuit 3-prong grounding -type 6' 5' braided tubing with 3/8" female compression fitting 5' (1.5 m) corrugated tubing 30-140 psi DRAIN CONNECTION ELECTRICAL LOCATION IN ADJACENT 20" (508) ' CABINET TO r 3" (1092) E E FRONT VIEW COVE OPENING WIDTH Cove dishwashers accommodate varying opening widths. A 23 5/8" (60 cm) width provides minimum reveals and is ideal for new construction. A 24" width is also common; however, reveals for a 24" opening will be larger than the reveals for a 23 5/8" opening unless the panel width is adjusted accordingly. 24" and 60 cm stainless steel panels are available and must be specified accordingly. PANEL SPECIFICATIONS For complete panels specifications including width/height, weight requirements and thickness requirements visit subzero-wolf.com/reveal. INTERIOR VIEVt This illustration is intended for interior reference only and may not represent the exterior of the model being specified. 0 235/8" (600) 30 0 231/4" (591) 341 /2" (876) * rT- *34" (864) MIN To345/8" (880) MAX OPEN DOOR 26 6/4" (679) 24" INSTALLATION 24" (610) MIN OPENING DEPTH 1 TOP VIEW 341 /2" (876) OPENING HEIGHT SIDEVIEW FRONTVIEW NOTE: 3112" (89) finished returns will be visible and should be finished to match cabinetry. 3/4" (19) TYPICAL 1 31 /2" (89) FINISHED FILLER RETURN 24" (61 o) i FRAMED CABINETRY Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. 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For local dealer information, visit subzero-wolf.com/locator. Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. PRODUCT SPECIFICATIONS DIMENSIONS Model MD30PE/S Dimensions 29 7/8"W x 15 1/8"H x 21 7/8"D Capacity 1.2 cu. ft. Weight 96 Ibs 11/4" 13/4" POWER CORD (32) (45) CHANNEL Electrical Supply 120 VAC, 60 Hz 151/8" 145/8" Electrical Service 15 amp dedicated circuit (384) (372) Power Cord Length 4 Feet I- 297/811(759) 217/8" (556) BEHIND FRAME Receptacle 3-prong grounding -type ELECTRICAL E ELECTRICAL SUPPLY WITHIN OPENING OR IN ADJACENT CABINET WITHIN REACH OF POWER CORD I E] NOTE: Dimensions In parenthesis are In millimeters unless otherwise specified STANDARD INSTALLATION x—ANTI-TIP BLOCK SIDE VIEW t 143/4" (375) OPENING HEIGHT 21 5/8° (549) 161/2" (419) 22" (559) OPENING DEPTH TOP VIEW E 221 /8" (562) OPENING WIDTH FRONT VIEW Specifications are subject to change without notice. This information was generated on April 1, 2021. Verify specifications prior to finalizing your cabinetry/enclosures. l� u :A� 7A • l� u .r ItW-7e, ! 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