boardname
DEVELOPMENT REVIEW COMMITTEE
Meeting Date: APRIL 16, 2025
title
REGANZANI GROUP WAREHOUSE
projectinfo
Request: Major Site Plan
P&Z# 23-12000055
Owner: Reganzani Group LLC
Project Location: SW 14 Ave
Folio Number: 494203010260
Land Use Designation: I (Industrial)
Zoning District: I-1 (General Industrial)
Commission District: 5 (Darlene Smith)
Agent: Luis La Rosa
Project Planner: Saul Umana (saul.umana@copbfl.com / 954-786-4662)
otherinfo
Summary:
The applicant is seeking Major Site Plan with Major Building Design approval for a four bay one-story warehouse with an internal mezzanine.
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DEPARTMENT |
REVIEW STATUS |
CONTACT INFO |
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ENGINEERING DEPARTMENT |
Authorized with Conditions |
David McGirr | david.mcgirr@copbfl.com |
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FIRE DEPARTMENT |
Resubmittal Required |
Jim Galloway | jim.galloway@copbfl.com |
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LANDSCAPE REVIEW |
Resubmittal Required |
Mark Brumet | mark.brumet@copbfl.com |
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UTILITIES |
Resubmittal Required |
Nathaniel Watson Nathaniel.Watson@copbfl.com |
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ZONING |
Authorized with Conditions |
Saul Umana Saul.umana@copbfl.com |
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BSO |
Authorized |
BSO Deputy Anthony Russo | Anthony_Russo@sheriff.org |
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PLANNING |
Authorized with Conditions |
Max Wemyss | max.wemyss@copbfl.com |
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BUILDING DIVISION |
Authorized with Conditions |
Todd Stricker Todd.Stricker@copbfl.com |
Staff Conditions:
PLANNING
Plan Reviewer: Max Wemyss | max.wemyss@copbfl.com <mailto:max.wemyss@copbfl.com>
Info Only: Land Use is Industrial and permits the proposed Warehouse activity.
Correct the survey to show the measurement from the Centerline of Race Track Rd/SW 3rd Street to the property line.
Info Only: According to the Broward County Trafficways Plan, Race Track Road is intended to be a 106 foot ROW rather than a 60 foot ROW as labeled on the survey. The current overall ROW is greater than 60 feet. The final measurement from property line to centerline will be required to be 53 feet to be consistent with the Broward County Trafficways Plan. Show the final dimension to centerline (post dedication, as necessary) on the Site Plan. This may be confirmed with the Broward County Planning Council.
URBAN FORESTRY
Plan Reviewer: Mark Brumet | mark.brumet@copbfl.com
Unresolved: 1. It appears that previous comments were misunderstood. The plan is now further away from being approvable. Please have the landscape architect coordinate plan corrections with the design team.
Unresolved: 2. Required trees have been bunched up and not in line with code minimum separation of 15’ between trees. Correct plan and coordinate tree locations with UF staff.
Unresolved : 3. Pursuant to Code Section 155.5203.C & Table 155.5203.C Minimum Development Site Landscaping: Provide Minimum Development Site Landscaping in accordance with the referenced code sections. Information provided in the data table is incorrect. Update table to reflect code requirements.
Unresolved : 4. Provide soil specifications of mix and ratio to be used for all landscape areas. Staff recommends the use of 70/30 soil mix ratio as it is closer in composition to the native soils in Pompano Beach but still provides enough organic requirements for trees and plants to thrive. Correct note #A under 2.06 Planting Soil on sheet LS-03 to specify native soil PH and organic content to be inline with industry standards. Also add note that soil may need to be amended to meet minimum nutritional and ph requirements consistent with 70/30 mix to properly sustain plant life.
Unresolved: 5. Provide a planting detail and note to reflect the following current industry standard and BMP’s: tree and palm planting holes are to be 2.5 to 3 times the size of the root ball. Correct Multi-trunk tree detail and note #F of the Planting section on sheet LS-03.
Unresolved: 6. Identify location of all FDC’s and pipes, underground/above ground utilities, proposed signage, building footers and/or overhangs. In Addition provide a cross section detail of the proposed building footers / slab as it appears that it will encroach into the required foundation landscaping soil space at the footers of the building. Provide drawings and verification of the use of monolithic / eccentric footings as it relates to these areas.
Unresolved: 7. Provide bubblers for all new tree/palm installations and relocations until establishment. Correct note #8 on sheet IRR-02 to state ALL trees.
Unresolved: 8. Turf area shall extend to edge of travel lane adjacent to dumpster.
Unresolved: 9. Remove all landscaping shown on the irrigation plan. Only show location of irrigation system components.
Unresolved: 10. Provide a comment response sheet as to specifically how comments have been addressed at time of resubmittal.
Info Only: Additional comments may be rendered upon re-submittal.
ZONING
Plan Reviewer: Saul Umana | Saul.Umana@copbfl.com <mailto:Saul.Umana@copbfl.com>
INFO ONLY: This application is being reviewed as a Major Building Design. Please provide written responses to all comments before resubmitting.
Unresolved:
Site Plan (002-SP): Show measurement of all driveway approaches along 14th avenue
Unresolved: Screening of Off-Street Loading and Service Areas: Show note on site plan that the hedges will be at least 6 ft in height in the areas by the dumpster to screen from view.
II. Screening: Exterior off-street loading and service areas must be screened from view from adjacent streets and properties with durable, sight-obscuring walls, fences, or dense continuous hedges at least six feet in height. Screening hedges should match the quality and type of site landscaping.
Note: The loading areas may be visible from SW 3rd Street. Screening with a wall or landscaping along the perimeter on SW 3rd Street to the rear of the building will be required.
Info Only: Provide a response to the Landscaping comments, particularly regarding Building Base Planting.
Unresolved: Provide a narrative on how the project will meet the criteria below:
All applications for Major Site Plan approval for multifamily residential, nonresidential, and mixed-use development must incorporate enough sustainable design options from Table 155.5802 to meet the required minimum points for the specific type of development.
Unresolved: Upon AAC submittal, please provide specific color usage - at the time of AAC a material board with paint chips will be required.
Unresolved: Design Standards Compliance:
I. What material and color is the white/ uncolored section on all elevations? What is the finish?
II. Facade Articulation: Roof Line Variation: The roofline along the facade must vary at least every 60 feet.
Info Only: The South Elevation facing SW 3rd Street will be the façade that the AAC will review the most.
Unresolved: Photometric Plan - Minimum Illumation in Vehicular Use Areas is 1.0 ft. Provide height and details of the lightning poles.
Unresolved: Please provide evidence that the proposed dumpster location can and will be serviced by Environmental Services. Contact Russell Ketchem for confirmation Russell Ketchem Russell.Ketchem@copbfl.com
ENGINEERING
Plan Reviewer: David McGirr | david.mcgirr@copbfl.com <mailto:david.mcgirr@copbfl.com>
The following comments must be addressed before the submission of these plans to the Building Division for formal plan review and permitting:
Condition: Submit/upload the Broward County Environmental Protection and Growth Management Division Surface Water Management permit or exemption for the proposed paving and drainage shown on the civil engineering drawings.
Condition: These plans must be approved by the City’s Planning and Zoning Division before .
Condition: Before the approval of the City Engineering Division, the City’s Utilities Division must approve these plans.
Condition: Submit/upload the (FDEP) Florida Department of Environmental Protection NPDES General Permit for the proposed stormwater discharge from the proposed site construction activities
Condition: Submit/upload the Florida Department of Environmental Protection (NOI) Notice of Intent for the proposed stormwater discharge from the proposed site construction activities
Condition: Submit/upload a copy of the Broward County Highway Construction and Engineering Division permit or exemption for the proposed street roadway improvements on SW 3 St
Unresolved: Submit/upload the 2025 City Engineering standard details for the proposed off-site water, sewer connections, road restoration, paving, curbing, and sidewalks. These detailed drawings may be obtained from the City's website in pdf format. https://www.pompanobeachfl.gov/government/engineering/standard-details
FIRE
PLAN REVIEWER: Jim Galloway | jim.galloway@copbfl.com
STATUS: Pending Resubmittal
Unresolved: ( ) Provide Required Fire Flow Data for each proposed structure(this flow will either be the total flow required for a non-fire sprinklered building or the fire sprinkler/standpipe demands) : Fire flow calculations are determined from square footage and construction type of structure. Refer to NFPA 1 chapter 18 for required fire flow, number/spacing of fire hydrants. Depending on the hydrant flow test results additional fire protection systems or change in construction type maybe required for project (NFPA 1 2021 ed chapter 18). This information must be provided at DRC to evaluate current water supply conditions.
City of Pompano requires a minimum of 2 fire hydrants. Maximum distance to secondary fire hydrant is 400ft of any future building. Distance is measured by fire apparatus travel on access roadways. (COPFL ORD. 95.09(C)) Complete attached form “Water Supply Fire Flow”. Document located in the E-files folders of e-Plan.
Unresolved:
Current Adopted Fire Code:
Florida Fire Prevention Code 8th Edition
NFPA 1 and 101, 2021 Editions with Florida Changes.
Reference:
FAC 69A-3.012 for other Adopted NFPA Standards.
NFPA 13 - 2019
NFPA 14 - 2019
NFPA 20 - 2019
NFPA 24 - 2019
NFPA 25 - 2020
NFPA 72 - 2019
Unresolved:
007-A 1-5 - LIFE SAFETY SITE PLAN.pdf <javascript:acceptTasklaunchViewer('https://pompanobeach-fl-us-projectdoxwebui.avolvecloud.com/File/FileViewer?fileID=3843396&viewMarkupIDs=190653&viewItemID=461840&wflowTaskID=%27,%2010153);>
Fire Comments, Response Comments.pdf
Fire comments have not been addressed.
Previous Comments:
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What are you proposing for fire protection and life safety systems for this project? Plans show an FDC located at NW corner of building. Provide supporting civil plans for underground water supply. ( ) Submit site/civil plans showing location of existing or proposed water mains (including size) and fire hydrants in area. Refer to NFPA 1 2018ed Chapter 18 for required fire flow, minimum number of hydrants and spacing. ( ) Provide Required Fire Flow Data for each proposed structure(this flow will either be the total flow required for a non-fire sprinklered building or the fire sprinkler/standpipe demands) : Fire flow calculations are determined from square footage and construction type of structure. Refer to NFPA 1 chapter 18 for required fire flow, number/spacing of fire hydrants. Depending on the hydrant flow test results additional fire protection systems or change in construction type maybe required for project (NFPA 1 2018ed chapter 18). This information must be provided at DRC to evaluate current water supply conditions. City of Pompano requires a minimum of 2 fire hydrants. Maximum distance to secondary fire hydrant is 400ft of any future building. Distance is measured by fire apparatus travel on access roadways. (COPFL ORD. 95.09(C)) Complete attached form “Water Supply Fire Flow”. Document located in the E-files folders of e-Plan. ( ) Provide a Hydrant Flow Test to determine the available water supply to this project. This test must be performed by a qualified company of the builder’s choice. In addition, the static pressure at the water main shall be determined by a recorded method (ie. water wheel) for a minimum twenty-four (24) hour period. The actual flow test must be witnessed by, and recorded data sent to City of Pompano Beach Fire Prevention. ( ) Documentation of purchase for fire service backflow and meter assemblies must be provided to City of Pompano Utilities and Fire Prevention before underground inspections of water mains. Installation of assembly as per backflow/meter specifications and following standards: NFPA 13 Standards of Installation of Fire Sprinklers, NFPA 25 Standards for Inspection, Testing, and Maintenance of Water Based Fire Protection Systems. All control valves on backflow and meter assemblies, total of four (4), for fire protection systems must have fire alarm supervision (tamper switches). |
003-CIVIL_Reganzani_SS 4.pdf <javascript:acceptTasklaunchViewer('https://pompanobeach-fl-us-projectdoxwebui.avolvecloud.com/File/FileViewer?fileID=3947353&viewMarkupIDs=195360&viewItemID=471425&wflowTaskID=%27,%2013303);>
Unresolved: Provide location of proposed fire department connection for fire sprinkler system.
003-CIVIL_Reganzani_SS 4.pdf <javascript:acceptTasklaunchViewer('https://pompanobeach-fl-us-projectdoxwebui.avolvecloud.com/File/FileViewer?fileID=3947353&viewMarkupIDs=195360&viewItemID=471425&wflowTaskID=%27,%2013303);>
Unresolved: Provide location of proposed fire alarm control panel must be in a common area that can be accessed from exterior of building. Panel must be in a climate-controlled environment.
BSO
Plan Reviewer: BSO Deputy Anthony Russo | Anthony_Russo@sheriff.org <mailto:Anthony_Russo@sheriff.org>
Development Review Committee Date Reviewed: 03-21-2025
Subject: CPTED and Security Strengthening Report: PZ#: 23-12000055
Name: REGANZANI GROUP WAREHOUSE / REGANZANI GROUP LLC
Address / Folio: SW 3rd St. & 14th Avenue, Pompano Beach, FL
Type: Major Site Plan
Reviewer: BSO Deputy T. Russo for the City of Pompano Beach
anthony_russo@sheriff.org
M-(561) 917-4556 (Send Text & Email, No Voicemail)
Tuesday Friday; 8 AM 3 PM
A.**CONFIDENTIALITY STATEMENT**
PLEASE STAMP YOUR CPTED NARRATIVE & DIAGRAM "CONFIDENTIAL"
Information contained in CPTED & Security Strengthening Narrative Documents & Diagram Drawings are considered Confidential Pursuant to Florida State Statutes 119.071 (3); 119.15 (6b1); 281.301 & 286.011. Dissemination of security plans should be limited to authorized personnel only. All CPTED & Security Strengthening Plans submitted to the City of Pompano Beach must be stamped CONFIDENTIAL to ensure restricted access.
B. **DISCLAIMER**
SAFETY & SECURITY REVIEWS do not guarantee a crime will never occur; it is an effort to mitigate opportunities for crime & to help avoid any present & future security deficiencies, conflicts, threats, breaches, or liabilities that might occur without any review.
C. **PLEASE NOTE**
When a Broward Sheriffs Office CPTED Practitioner is required to assist in an inspection of the project during the Certificate of Completion &/or Certificate of Occupancy Application Phase, Security Strengthening & CPTED measures that have not been adequately addressed will still be required to ensure the safety & well-being of the employees, residents, tenants, visitors & all legitimate users of the site.
UTILITIES
Reviewer: Nathanial Watson | nathanial.watson@copbfl.com
Condition: Please procure an approved Broward County EPD Surface Water Management permit or exemption for the proposed site and off-site work. Required during official Bldg. E-plan submittal.
Unresolved: Civil plan 003-Civil_Reganzani_SS4 proposes a fire line without a dedicated fire meter as per City Ordinance 50.02 WATER DISTRIBUTION; GENERAL. (B) (7) All new dedicated fire line connections to private property shall be provided with an approved type fire line meter that has been tested in accordance with AWWA standards. The meter shall be capable of accurately recording flow. The customer shall pay all costs involved in the installation of the fire line and meter. The meter shall be installed by the city.
Condition: Civil plan 003-Civil_Reganzani_SS4 proposes a fire line with a double strap service saddle. Large service connections require a ductile iron mechanical tapping sleeve and not a saddle. Please correct.
BUILDING
Todd Stricker
PLEASE NOTE THAT THESE ARE ADVISORY IN NATURE AND DO NOT NEED TO BE ADDRESSED FOR DRC.
AUTHORIZED WITH CONDITIONS
Advisory Comments
A preliminary examination of the documents has been performed; additional comments may apply when completed plans and/or specifications have been submitted for permitting to the building department.
Buildings shall comply with all local, state and federal codes in effect at time of application, including FEMA Floodplain, NPDES and HVHZ regulations.
FBC_BCA 105.2.3 Public service agencies/other approvals. The building official shall require that the laws, rules and regulations of any other regulatory AHJ, and where such laws, rules and regulations are applicable and are known to the building official, shall be satisfied before a permit shall be issued. The building official shall require such evidence, as in his or her opinion is reasonable, to show such other approvals.
City Ordinance 53.16(A)(1) Construction sites and construction activities. construction sites and operations shall be required to maintain during and after all construction, development excavation or alteration operations, structural and non-structural best management practices with the intent to reduce pollutants and sediment in stormwater runoff.
City Ordinance 152.06(A): If applicable, contractor shall provide temporary screened fence complying with City Ordinance 152.06(B) through 152.06(G).
FBC 3306.1 Pedestrians shall be protected during construction, remodeling and demolition activities as required by this Chapter and Table 3306.1. Signs shall be provided to direct pedestrian traffic.
City Ordinance 152.25(A) Site plans and construction documents, Information for development in areas with base flood elevations. The site plan or construction documents for any development subject to the requirements of the floodplain regulations shall be drawn to scale and shall include, as applicable to the proposed development all sections from: City Ordinance 152.25 (A)(1) thru City Ordinance 152.25 (A)(7). Delineation of flood hazard areas, floodway boundaries and flood zone(s), base flood elevation(s), and ground elevations if necessary for review of the proposed development, etc. nonresidential buildings shall comply with City Ordinance 152.29(C)(1)(B).
FBC A201.1 This code establishes standards for accessibility to places of public accommodation and commercial facilities by individuals with disabilities. All new or altered public buildings and facilities, private buildings and facilities, places of public accommodation and commercial facilities subject to this code shall comply with 2020 FBC Accessibility.
FBC A221.1.1 Florida vertical accessibility. Nothing in this code relieves the owner of any building, structure, or facility governed by this code from the duty to provide vertical accessibility to all levels above and below the occupiable grade level, regardless of whether the ADA standards for accessible design require an elevator to be installed in such building, structure or facility.
FBC A206.2.1 Site arrival points. At least one accessible route shall be provided within the site from accessible parking spaces complying with FBC A502 and accessible passenger loading zones complying with FBC A209; public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve.
FBC_BCA 107.3.4.0.6 Compliance with the specific minimum requirements of this code shall not be in itself deemed sufficient to assure that a building or structure complies with all of the requirements of this code. it is the responsibility of the architect and/or engineer of record for the building, structure or facility to determine through rational analysis what design requirements are necessary to comply with 2020 FBC.
1. FBC_BCA 107.1 As per the building official, separate building applications will be required for erosion control, site work, temporary fences, monumental signage and miscellaneous site structures.
2. FBC [F] 903.2 The enforcing agency will require that all provisions for an approved automatic sprinkler systems in new buildings and structures be provided in the locations described in sections 903.2.1 through 903.2.12 if applicable.
3. FBC 701.1 The enforcing agency will require that the provisions of this chapter, governing the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated construction separation of adjacent spaces to safeguard against the spread of fire and smoke within a building and the spread of fire to or from buildings, comply with this section of the code.
4. FBC 703.2 Fire-resistance ratings. Where materials, systems or devices that have not been tested as part of a fire-resistance-rated assembly are incorporated into the building element, component or assembly, sufficient data shall be made available to the building official to show that the required fire-resistance rating is not reduced. Materials and methods of construction used to protect joints and penetrations in fire-resistance-rated building elements, components or assemblies shall not reduce the required fire-resistance rating.
5. FBC 1003.1 The enforcing agency will require that all general requirements specified in sections 1003 through 1013, applicable to all three elements of the means of egress system, in addition to those specific requirements for the exit access, the exit and the exit discharge, comply with this section of the code.
6. FBC 1029.1 In addition to the means of egress required by this chapter, provisions shall be made for emergency escape and rescue openings in Group R-2 Occupancies in accordance with Tables 1021.2(1) and 1021.2(2) and Group R-3 Occupancies. Basements and sleeping rooms below the fourth story above grade plane shall have at least one exterior emergency escape and rescue opening in accordance with this section.
7. FBC_BCA 107.1.1 The enforcing agency will require a life safety plan illustrating the floor area with proposed alterations with each room labeled. indicate construction type, fire rated walls, occupancy type: (current and proposed), occupancy load, means of egress, common path/travel distance/dead end corridor limits, accessibility accommodations including areas of refuge if applicable, emergency lighting, exits/exit signage, fire extinguishers, smoke alarms, fire suppression system and pull stations if applicable. Also provide tested design from accepted agency for rated walls and penetration details.
8. FBC_BCA 107.3.5.6 The enforcing agency will require product approvals be reviewed and approved by the building designer prior to submittal to verify that such products comply with the design specifications. Reviewed and approved product approvals shall then become part of the plans and/or specifications. Product approval shall be filed with the building official for review and approval prior to installation.
9. FBC_BCA 107.3.5.2 The enforcing agency will require that all shop drawings, (i.e. components attached to building structure, trusses/joists, window walls, railings, awnings, chutes…etc), necessary to show compliance with applicable codes; shall be approved by the architect or professional engineer and submitted to the building official prior to installation.
10. F.S. 481.221(2) The enforcing agency will require digital signature panel to be active on all documents submitted for review to authenticate the serial number matches the submitted ESA. F.A.C. 61g1-16.005 Each sheet is required to be digitally or electronically signed, and bear the impress seal of, an architect or engineer (FBC_BCA 107.3.4.0.1).
11. FBC_BCA 107.3.4.0.8 All plans and/or specifications prepared by an architect or an engineer pursuant to the requirements of this code shall be hand signed, dated and sealed.
12. FBC_BCA 110.10.1 The enforcing agency will require a special inspector for various components of the building as determined by the building official. Building dept. will require special inspector form be completed and submitted for approval.
13. FBC_BCA 110.7 For threshold buildings, shoring and associated formwork or false work shall be designed and inspected by an engineer, employed by the permit holder or subcontractor, prior to any required mandatory inspections by the threshold building inspector.
14. FBC_BCA 110.8.1 The enforcing agency shall require a special inspector to perform structural inspections on a threshold building pursuant to a structural inspection plan prepared by the engineer or architect of record. The structural inspection plan must be submitted to the enforcing agency prior to the issuance of a building permit for the construction of a threshold building.
15. FBC 1512.3.1 The enforcing agency will require that all new roofing construction, including recovering and reroofing, repair or maintenance shall have A HVHZ uniform roofing permit application, as established by the authority having jurisdiction, completed and executed by a licensed contractor.
Fbc 1512.3.2 The uniform roofing permit shall include calculations in accordance With Chapter 16 (High-Velocity Hurricane Zones) of this code, unless the roofing assembly is less than the height/pressure threshold allowed in the applicable protocols herein.
16. FBC A208.2 Minimum number. Parking spaces complying with 502 shall be provided in accordance with table 208.2 except as required by 208.2.1, 208.2.2, and 208.2.3. Where more than one parking facility is provided on a site, the number of accessible spaces provided on the site shall be calculated according to the number of spaces required for each parking facility.
17. FBC A502.6 The enforcing agency will require parking space identification comply with the following code: signs shall include the international symbol of accessibility complying with FBC A703.7.2.1. Signs identifying van parking spaces when required By FBC A502.2 shall contain the designation “Van Accessible.” Reference Engineering Standard 300-5.
18. If Applicable, FBC R802.1.7.1 [IRC R802.10.1] Truss design drawings, prepared in conformance with section R802.1.7.1, shall be provided to the building official and approved prior to installation.
19. FBC 3303.5 Water Accumulation. The enforcing agency will require provisions be made to prevent the accumulation of water or damage to any foundations on the premises or the adjoining property.
20. 1804.4 Site Grading. The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than one unit vertical in 20 units horizontal (5-percent slope) for a minimum distance of 10 feet measured perpendicular to the face of the wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5-percent slope shall be provided to an approved alternative method of diverting water away from the foundation. Swales used for this purpose shall be sloped a minimum of 2 percent where located within 10 feet of the building foundation. Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2 percent away from the building.
21. FBC_BCA 110.13.2.1 It shall be the joint responsibility of any owner of real property upon which construction is occurring, and any contractor responsible for said construction, to ensure that all road rights-of-way remain free at all times of all construction waste and trash resulting from such construction, and that all waste and trash resulting from the construction are contained on the real property upon which the construction occurs.
22. FBC_BCA 109.3 Building Permit Valuations. The applicant for a permit shall provide an estimated permit value at a time of application. Permit valuations, shall include total value of work, including materials and labor, for which the permit is being issued, such as electrical, gas, mechanical, plumbing equipment and permanent systems.
23. FBC_BCA 110.8.5.4 All plans for the building which are required to be signed and sealed by the architect or engineer of record contain a statement that, to the best of the architect’s or engineer’s knowledge, the plans and specifications comply with the applicable minimum building codes and the applicable fire-safety standards as determined by the local authority in accordance with this section and chapter 633, Florida Statutes.