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HomeMy WebLinkAboutR-2025-058 ASTF R-SP-16-22 380 Dania Plaza LLC RESOLUTION NO. 2025-058 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-016-22), SPECIAL EXCEPTION (SE-017-22), DESIGN VARIATIONS (OT-055-23, OT-057-23), AND TWO VARIANCES (VA-054-23 AND VA-020-24) SUBMITTED BY THE OWNER 380 DANIA PLAZA LLC FOR THE PROPERTY GENERALLY LOCATED AT 380 S. FEDERAL HIGHWAY, IN THE CITY OF DANIA BEACH, PROVIDING FOR CONDITIONS; CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, pursuant to the Chapter 28, entitled "Land Development Code" (the "LDC"), of Part 6, entitled "Development Review Procedures and Requirements," Article 635, entitled "Site Plans" of the City Code of Ordinances (the "City Code") provides that site plan approval is required as a condition to the issuance of a building permit; and WHEREAS, 380 Dania Plaza LLC (the "Applicant"), is requesting site plan approval for the proposed construction of a new 79 Room Hotel with a cafe development (SP-016-22) as referenced in Exhibit "B," for property legally described in Exhibit "A", a copy of which is made a part of and incorporated into this Resolution by this reference; and WHEREAS, the Applicant has requested a Special Exception for the use as a hotel (SE- 017-22); and WHEREAS, the Applicant has requested a Design Variation from the minimum setback requirement for the parking structure from the secondary street (OT-055-23); and WHEREAS, the Applicant has requested a Design Variation from the minimum requirement for the upper story setback (OT-057-23); and WHEREAS, Chapter 28, Part 6 of the LDC, Article 625, entitled "Variances," Section 625-40 states that the City Commission may grant a variance based on its determination that the petitioner has demonstrated that the necessary criteria identified in the LDC have been satisfied; and WHEREAS, the Applicant has requested a Variance to provide all Class 2, 3 and 4 plant material for canopy/shade trees due to spacing requirements where Section 275-190 (H) (1) requires Category 1 Trees to be planted 15’ from structures (VA-054-23); and 2 RESOLUTION #2025-058 WHEREAS, the Applicant has requested a Variance to provide the required trees to be installed outside the wall/fence between the residential property and the said property due to a 10’ setback in lieu of being installed inside the fence where Section 275-190 (D) (3) requires the trees to be installed between the residential property and said property (VA-020-24); and WHEREAS, the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; and WHEREAS, the Applicant has provided sufficient justification demonstrating compliance with the approval criteria to meet the requirements of the Code; and WHEREAS, the City’s Staff Report analyzes the applicant’s request based on the criteria and supports the Applicant’s request and is incorporated by reference herein as the City’s findings WHEREAS, the City Commission finds that the approval of the proposed Site Plan (SP- 016-22), Special Exception (SE-017-22), Design Variations (OT-055-23, OT-057-23), and two Variances (VA-054-23 and VA-020-24) to permit the future development of the subject property pursuant to and consistent with the attached site plan provided as Exhibit "B", a copy of which is made a part of and incorporated into this resolution; and WHEREAS, the City Commission finds that the approval of the Site Plan (SP-016-22), Special Exception (SE-017-22), Design Variations (OT-055-23, OT-057-23), and two Variances (VA-054-23 and VA-020-24) are consistent with the City's Land Development Code and Comprehensive Plan and will protect the health, safety, and welfare of the residents of the City, and furthers the purpose, goals, objectives, and policies of the Comprehensive Plan; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA: Section 1. That the above “Whereas” clauses are ratified and confirmed, and they are made a part of and incorporated into this Resolution by this reference. Section 2. That pursuant to Chapter 28 "Land Development Code," Part 6 "Development Review Procedures and Requirements," Article 635 "Site Plans," the following Site Plan (SP-65-22), attached as Exhibit "B," a copy of which is made a part of and incorporated into this Resolution by this reference, is approved. 3 RESOLUTION #2025-058 Section 3. That pursuant to Chapter 28 "Land Development Code," Subpart 1, Article 301, "Legal and Administrative Provisions," Section 301-50, "Variations in design; procedure for review of design variations," the following Design Variation Applications (Variations (OT-055- 23, OT-057-23) are approved as consistent with the Site Plan provided in Exhibit "B". Section 4. That pursuant to Chapter 28, "Land Development Code", Part 6 “Development Review Procedures and Requirements," Article 625 "Variances," the Variance applications (VA-054-23 and VA-022-24) are approved as consistent with the Site Plan provided in Exhibit "B". Section 5. That the special exception application (SE-017-22) is approved. Section 6. That the approvals granted by this Resolution are subject to the Applicant's compliance with the following conditions: 1. Per Code Sec. 265-91 the developer shall provide the proposed TDM strategies details on the site plan and provide documentation of monitoring plan identifying a TDM coordinator and who shall be responsible for TDM program and other specifics of the respective strategy before permit issuance. (Planning& Zoning) 2. Per Code Sec. 305-50(F) the applicant must provide a notarized affidavit from project architect demonstrating that the approved green building measures have been incorporated into the project plans prior to issuance of a building permit. (Planning& Zoning) 3. Per Code Sec. 305-50(F) the applicant must provide project site and engineering plans that clearly detail all green building measures which are intended to qualify for incentives prior to issuance of a building permit. (Planning& Zoning) 4. Per Code Sec. 305-50(F) the applicant must provide a notarized affidavit certifying that a green building expert professionally certified or accredited by a third-party green building and development director is a part of the development team and shall remain part of the project team throughout its duration prior to issuance of a building permit. (Planning& Zoning) 5. Participants in the voluntary green building program shall post a performance bond, letter of credit or other form of surety approved by the city attorney before issuance of Certificate of Occupancy. Percentage of the bond will be determined based on total cost of construction prior to building issuance. (Planning& Zoning) 6. The developer shall provide details of the proposed hardscape and bus shelter to meet CRA standards before permit issuance (Planning& Zoning) 7. Provide left turn only sign and on ground marking to ensure traffic is directed to Federal Highway (Planning& Zoning) 8. The developer is required to participate in the City’s Public Art program by payment into the City’s Public Art fund or through payment and instillation of public art. The amount of the Public Art Fund contribution is dependent on the value of the construction which will be established at the time of building permit submittal (Planning& Zoning). 9. RAC TRAFFIC IMPACT MITIGATION KBP Consulting Inc Traffic Impact Analysis signed and dated July 2024, identifies twenty-six (26) PM peak hour Trips for the Dania 4 RESOLUTION #2025-058 Plaza site plan. Therefore, $552.76 (26 trips X $21.26) is due prior to issuance of a building permit. (Planning & Zoning) 10. For all projects resulting in buildout of the site, such that construction staging cannot occur on site, must obtain Staging Plan approval by the Community Development Director prior to issuance of a building permit. The Staging Plan must include, but is not limited to, the location of equipment and material during construction. (Planning & Zoning) 11. For all projects resulting in buildout of the site, such that construction staging cannot occur on site, the applicant must obtain Maintenance of Traffic (MOT) Plan approval by the City Engineer for period of construction prior to issuance of a building permit. Planning & Zoning) 12. Per O-2017-027 & O-2018-019. Commercial properties under construction are required to provide security to fencing with screening showing project rendering covering at least 75% of the length of the fence along an arterial or state right-of-way & 25% for local roads and must include name and intended use of the project, project rendering, project website address, and owner or agent, the telephone number for the owner or agent, and the name and an emergency contact telephone number of the general contractor. Provide screen details prior to issuance of master construction permit. The City Commission must approve the use of the City Logo. (Planning & Zoning) 13. The proximity to the airport will require FAA/BCAD review and approval. Contact William Castillo, Airport Planner with Broward County Aviation Department, located at 2200 SW 45 Street, Suite 101, Dania Beach, FL 33315, (954) 359-6100. (Planning & Zoning) 14. The Owner shall line the gravity sanitary sewer main from the terminal MH on SW 4th Street to SW 2nd Ave.(Engineering) 15. Due to the fact that the City of Dania Beach is approaching their sewer capacity with respect to the large user agreements, additional flows may generate the need to modify the agreement; thus, there may be additional fees for the City of Hollywood to process the request. The Developer is responsible for all fees to update the agreement if required. (Engineering) 16. A BC SWM License and FDEP permit are required for the proposed stormwater management system and drainage well. (Engineering) 17. If pavement restoration is determined it will be required, then the restoration limits will be confirmed at the pre-construction meeting. (Engineering) 18. Additional topographical information adjacent to the site and in the Right-of-Way (ROW) is required at the time of the building and ROW permit submittals. (Engineering) 19. Additional comments may apply and will need to be addressed prior to Building Permit approval. (Engineering) 20. In accordance with City Code of Ordinances in Article 415. SIDEWALKS AND SWALES, Owner is responsible for the construction of sidewalks / swales within the road ROW when buildings are constructed or substantially improved. (Engineering) 21. Provide BC standard details for pavement marking and signage. All traffic control signs shall conform to Broward County Traffic Engineering (BCTED) and MUTCD standards. BCTED signs' specifications consist of Type XI retroreflective sheeting materials except for school zone and pedestrian signs, which shall be comprised of retroreflective fluorescent yellow-green sheeting certified type IV. (Engineering) 5 RESOLUTION #2025-058 22. All pavement markings shall be alkyd-based thermoplastic and fully retro-reflectorized per BCTED specifications with the exception of parking stall striping. (Engineering) 23. Provide Maintenance of Traffic (MOT) Plan by a licensed General Contractor/Professional Engineer in the State of Florida (If applicable). (Engineering) 24. Detail and complete engineering plans will be required prior to Building and R/W permit approval. 25. Provide utility piping conflict details plan, along with documentation to demonstrate acceptability of the separation between water, sanitary, storm-water service lines, etc. (Engineering) 26. Show also all existing and proposed utilities on the landscaping plans for potential conflicts. (Engineering) 27. Provide ADA parking, access / driveway, and sidewalks /ramps including dimensions in accordance with Chapter 553 of the Florida Statutes. "Accessibility of Handicapped Persons" and latest edition of "Accessibility Requirements Manual" by Department of Community Affairs, Florida Board Building Codes and Standards, and 'in accordance with Americans with Disability Act (ADA). (Engineering) 28. Provide regulatory agencies' approval documentation and Permits/Licenses (as applicable) as part of the final submittal, prior to issuance of the Building Permit (South Florida Water Management District (SFWMD), Broward County Surface Water License, Broward County EPGMD Wastewater Permit / BC Water and Wastewater Approval, Florida Department of Environmental Protection, FDOT, BC Environmental, BC Aviation, BCTED etc.). Also, include Utility / Right of Way Permits from City, Broward County, and State Roads, as applicable. (Engineering) Section 7. That pursuant to Section 635-100 "Expiration of Site Plans" of the Land Development Code, the Site Plan (SP-016-22), Special Exception (SE-017-22), Design Variation Applications (OT-055-23, OT-057-23), and Variances (VA-054-23 and VA-020-24) approval shall automatically expire and become null and void unless the Applicant files a complete building permit application with construction drawings for the improvements shown on the Site Plan, within eighteen (18) months from the date of this Resolution. Section 8. Such application must be reviewed by the Broward County Aviation Department; the point of contact is William Castillo, Evaluation and Plan Administrator, located at 2200 SW 45 Street. Suite 101, Dania Beach. Florida 13312 (954) 359-2291. Section 9. That the issuance of a development permit by a municipality does not in any way create any right on the part of an Applicant to obtain a permit from a state or federal agency, and does not create any liability on the part of the municipality for issuance of the permit if the Applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state or federal agency, or undertakes actions that result in a violation of state or federal law. Section 10. That the associated Planning & Zoning Division Staff Report prepared for the above application(s) is incorporated into this resolution as findings of fact. 6 RESOLUTION #2025-058 Section 11. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 12. That this Resolution shall be effective 10 days after passage. PASSED AND ADOPTED on April 22, 2025. Motion by Commissioner Lewellen, second by Vice Mayor Salvino. FINAL VOTE ON ADOPTION: Unanimous ____ Yes No Commissioner Lori Lewellen X Commissioner Luis Rimoli X Commissioner Archibald J. Ryan IV X Vice Mayor Marco Salvino X Mayor Joyce L. Davis ____ X ATTEST: ELORA RIERA, MMC JOYCE L. DAVIS CITY CLERK MAYOR APPROVED AS TO FORM AND CORRECTNESS: EVE A. BOUTSIS CITY ATTORNEY 7 RESOLUTION #2025-058 Exhibit “A” Legal Description DANIA HEIGHTS 3-22 B LOT 1 LESS ST RD,LOT 2 LESS ST RD,LOT 3 LESS ST RD BLK 1 GSPublisherVersion 0.92.100.100 GSEducationalVersion DA N I A B E A C H H O T E L DA N I A B E A C H , F L PE R M I T S E T DANIA BEACH HOTEL 380 S. FEDERAL HWY, DANIA BEACH, FL 33004 | FOLIO NO. 51-42-03-04-0010 ARCHITECT LICENSE NO. AR99203 4911 W. SAMPLE RD., # 308, COCONUT CREEK, FL PHONE: 561.603.8395 | STUDIO@PATRICKOSOARES.COM WWW.PATRICKOSOARES.COM REGIS T E R E D A RC HI T EE CC TT R E G I S TERED AA RR CC H ITECT PAT R I C K O.SO A R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 15:07:00 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-0 INDEX, LOCATION MAP, GENERAL INFORMATION Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: Sheet Index Cover Sheet, Site Plans, Permit Requirements A-0 A-0.1 A-0.2 A-0.3 A-0.4 A-0.5 A-1 A-1.1 A-1.2 A-1.3 A-1.4 A-1.5 A-1.6 A-1.7 A-1.8 A-1.9 A-2.0 A-2.1 A-2.2 A-2.3 A-2.4 A-2.5 A-2.6 A-3 A-3.1 A-3.2 A-3.3 A-3.4 A-3.5 A-3.6 FDOT PD-1 PD-2 PD-3 PM-1 PM-2 WS-1 WS-2 SWPP-1 SWPP-2 SWPP-3 TR-1 TR-2 PH-1 LP-0 LP-1 LP-1.1 LP-2 LP-3 IR-1 COVER INDEX, LOCATION MAP, GENERAL INFORMATION BOUNDARY SURVEY PLAT SURVEY SURROUNDINGS SITE LOCATION DIAGRAMS SHADOW STUDY SITEPLAN AND NOTES GROUND FLOOR PLAN 2ND LEVEL PARKING / ROOMS 3RD LEVEL PARKING / ROOMS 4TH LEVEL PARKING / ROOMS 5TH LEVEL / AMENITY DECK / ROOMS ENLARGED AMENITY DECK PLAN 6TH LEVEL ROOMS ROOF TERRACE AMENITY PLAN ROOF PLAN EAST ELEVATION SOUTH ELEVATION NORTH ELEVATION WEST ELEVATION SECTION RENDERS RENDERS SIGHT LINE / CANOPY / AUTO TURN SITE DETAILS SITE AND DUMPSTER DETAILS SITE DIAGRAMS SCREENING / EGRESS HOTEL SIGNAGE DETAILS EASEMENT DIAGRAM FDOT DIAGRAMS CIVIL COVER PAVING & DRAINAGE PLAN PAVING AND DRAINAGE DETAILS PAVING AND DRAINAGE DETAILS PAVEMENT MARKING PLAN PAVEMENT MARKING DETAILS WATER AND SEWER PLAN WATER AND SEWER DETAILS STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION DETAILS N.P.D.E.S. NOTES TRUCK ROUTING PLAN (CAR) TRUCK ROUNTING PLAN (GARBAGE TRUCK) PHOTOMETRIC PLAN TREE DISPOSTION TREE PLAN SHRUB PLAN LANDSCAPE NOTES & DETAILS LANDSCAPE NOTES AND DETAILS IRRIGATION PLAN Vicinity Plan not to scale Project Team Architects STUDIO PATRICK SOARES 4911 W SAMPLE RD COCONUT CREEK, FL 33073 Phone: 561.603.8395 E-mail: studio@patrickosoares.com Contact: Patrick O. Soares Owner East Coast Realty 1722 Sheridan Street suite 374 Hollywood FL 33020 Phone: 844.443.3259 ^North DANIA BEACH HOTEL 380 S. FEDERAL HWY DANIA BEACH, FL Civil HSQ Group, INC. 1001 Yamato Road Suite 105 Boca Raton FL 33431 Phone: 561.392.0221 ext 106 Email: zachary@hsqgroup.net Contact: Zachary Todd, P.E. Landscape Chris Cabezas Landscape Architecture, INC 80 NE 5th Ave. Delray Beach FL 33483 Phone: 561.596.6771 Email: chriscabezas@gmail.com Contact: Chris Cabezas PROJECT NARRATIVE THIS PROJECT CONSISTS OF A 79-ROOM HOTEL WITH A 799 SF GROUND FLOOR RESTAURANT. INCIDENTAL USES INCLUDE A EXERCISE ROOM, BUSINESS CENTER AND SWIMMING POOL FOR USE BY HOTEL GUESTS. REFERENCE # SP-016-22 AND SE-017-22 REGIS T E R E D ARCHI T E CC TT R E G I S TERED AA RR CC HH IITTECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 15:01:06 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-0.1 BOUNDARY SURVEY Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-0.2 PLAT SURVEY Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: REGIS T E R E D ARCHI T E CC TT R E G IS TERED A RR CC HH ITECT PAT R I C K O.SO A R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 15:00:19 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-0.3 SURROUNDINGS Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: 1 2 3 4 5 6 7 8 1 2 3 7 6 5 8 4 1 2 3 8 4 7 6 5 KEY PLAN REGIS T E R E D ARC HI T EE CC TT R E G IS TERED A RR CC HH ITECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:59:50 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-0.4 SITE LOCATION DIAGRAMS Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: SW 4th ST. 20' R.O.W. SE 4th ST. SE 4th TER. SW 3RD PL. SW 1 S T A V E . 12345 6 7 UP23 RISERS (6 33/64") 1 2 3 4 5 UP 30 RIS E R S ( 6 1 3 / 3 2 " ) 1 2 3 4 5 UP 19 RISERS (6") 3 2 87 16 15 11109 141312 20 0 ' R A D I U S DUMPSTER 6 5 4 LOADINGZONE 12'-0" X 25'-0" EGRESSSTAIRS EGRESS STAIRS SO U T H F E D E R A L H W Y . Township 51S, Range 42E, Section 3ZONE RD-15SINGLE FAMILY ZONE RD-15SINGLE FAMILY SFED-MU SFED-MU SO U T H F E D E R A L H W Y . 5'-0" EASEMENT ADJACENT BUILDING 0'-0" SETBACK 12345 6 7 UPUPU646S(63RISERRS23RS (6 323 RISERS 333/64PPPPPP 1 2 3 4 5 UPUP ") 6 13/3 2 " 22" ERS (66 6 30 RISSESE 333 2) 1 2 3 4 5 UPUP 619ISERI(6SS(6"(6"6")")6)19 RISERS (6S (6ERSERS (6 3 2 87 16 15 11109 141312 DUMPSTER 6 5 4 LOADINGGGGNGNGNGINDINDIADIADADOAOAOALOLOLOLLZONEEEENENEONEONONZOZOZOZZZ 12'-0" X 25'-0"0"0"-0"'-05'-05'-25'2525X 2X 2X X" X0" X0" -0"'-02'-02'-2'121211 EGRESSSTAIRS EGRESS STAIRS 1 ADA ACCESIBLE RAMP TO SIDEWALK.SURFACE SLOPES NOT EXCEEDING1:50 - 2 PERCENT -IN ALL DIRECTIONS (TYP.) SHOULDER LINE OF BUILDINGABOVE BUS STOP CANOPYABOVE CANOPYABOVE GUARDRAIL 42" (TYP.) WALL IS UNDER RAMP RAMP PROJECTION 61 62 SCALE: 1/32" = 1'-0" 1 SITE LOCATION PLAN A-0.4 SITE SFED-MU NBHD-RES OS C-3 NBHD-RES RS-6000 EXISTING ZONING (N.T.S.): SOUTH FEDERAL MIXED USE EXISTING LAND USE (N.T.S.): REGIONAL ACTIVITY CENTER SITE RAC L-5 MH MH CON 700' RADIUS MAP (N.T.S.) SITE 700' BEACH FLL AIRPORT REGIS T E R E D ARC HI T E CC TT R E G ISTERED AA RR CC HH ITECT PAT R I C K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:59:18 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-0.5 SHADOW STUDY Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: DECEMBER 22ND 4:00PM DECEMBER 22ND 12:00PM DECEMBER 22ND 9:00AM DECEMBER 22ND 4:00PM JUNE 22ND 12:00PM JUNE 22ND 9:00AM MARCH 21ST 9:00AM MARCH 21ST 12:00PM MARCH 21ST 4:00PM SUN STUDY WINTER SOLSTICE SUMMER SOLSTICE SPRING EQUINOX REGIS T E R E D ARCHI T EE CC TT R E G ISTERED A RR CC HH ITECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:58:30 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-1 SITEPLAN AND NOTES Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: 6,7('(9(/230(17'$7$ =21,1* /$1'86( /$1'86(&$7(*25<5$& =21,1* 6)('08 /(*$/'(6&5,37,21 '$1,$+(,*+76%/27/(66675'/27/(66675'/27/(66675'%/. )2/,2180%(5 6,7(%8,/,',1*,1)25(48,5(' 3529,'(' 727$/6,7(*5266$5($ 1$ 6) 727$/6,7(1(7$5($ 1$ 6) %8/,',1*727$/$5($ 81.12:1 6) )/225$5($5$7,2 )$5   6)  6) %8/',1*727$/$5($ ,1&/8',1**$5$*(  1$ 6) %8/,',1*)22735,17 1$ 6) 3(59,286685)$&($5($ 0,1 6)   6) ,03(59,286$5($ 98$ 1$ 6) /27&29(5$*(%<522)6758&785( 1$ 6) +27(/81,7'$7$ 3529,'(' /(9(/ /(9(/ /(9(/ /(9(/ /(9(/ /(9(/ 727$/ ' )8//       48((1       ')$'$  727$/  &216758&7,217<3(% %8,/',1*)5217$*(67$1'$5'6 5(48,5(' 3529,'(' '(37+2)%8,/',1* 0,1,080   )$&$'(21%8/,772/,1( )('(5$/+:< 0,1,080  $//2:$%/(5(&(66)520%7/ 0$;,080   )$&$'(21%8/,772/,1( 6:7+67 0,1,080:,7+,1  2)&251(5 $//2:$%/(5(&(66)520%7/ 0$;,080   )/225$5($6 /(9(/ /(9(/ /(9(/ /(9(/ /(9(/ /(9(/ 522)7(55$&( 6) 6) 6) 6) 6) 6) 6) 727$/ 6) 3$5.,1* 5(48,5(' 3529,'(' 52206 3(5*8(6750   5(67$85$176) 63$&(6   /(665('8&7,21)257'0   727$/  $&&(66,%/(3$5.,1*63$&( %<&<&/(3$5.,1*0,15(4 %8,/',1*+(,*+7 0$;3529,'('     6725,(6 522)7236758&785(6  0$; 727232)3$5$3(7 %8,/',1*3/$&(0(177<3(5(48,5('3529,'(' 6+23)5217 6(7%$&.6 5(48,5('3529,'(' )5217 )('(5$/+:<   728/7,0$7(52: &251(5 6:5'3/     &251(5 6:7+67     5($5    833(56725<6(7%$&.6 1257+ 2)/27:,'7+    '8(72(*5(6667$,56 '(6,*19$5,$7,215(48(67(' 833(56725<6(7%$&.6 6287+ 2)/27:,'7+     2)8/7,0$7(52: /$1'6&$3(%8))(5    3$5.,1*6(7%$&. QRWSHUPLWWHGLQVWOD\HU 67/$<(5)('(5$/+:<   '(6,*19$5,$7,215(48(67(' 67/$<(56:7+67    67/$<(56:5'3/   '(6,*19$5,$7,215(48(67(' */$=,1*5(48,5('3529,'(' *5281')/225*/$=,1*0,1 $9(5$*( :,1'2:%277206  0$;  &200(176 6(& $ 5(6,'(17,$/  3(5*8(675220 6(&6)('08)7%<5,*+7$1'8372$1$'',7,21$/6725,(6:,7+,1&(17,9(6 $33/,&$17,687,/,=,1*7+(,1&(17,9(67+528*+7+(92/817$5<*5((1%8,/',1*'(9(/230(17 352*5$0,16(& * +(,*+7727232)522)'(&. 352-(&7,6$602.()5((%8,/',1*,1&/8',1*:,7+,1 2)$//23(5$%/('2256 SW 4th ST. 20' R.O.W. SW 3RD PL. 12345 6 7 UP23 RISERS (6 33/64") 1 2 3 4 5 UP 30 R I S E R S ( 6 1 3 / 3 2 " ) 1 2 3 4 5 UP 19 RISERS (6") CL CL CL CL 3 2 87 16 15 11109 141312 0'-0" F.F.E. 11'-0" NAVD 30'-0" 30 ' - 0 " 20'-0"20'-0"30' SITE TRIANGLE 30' SITE TRIANGLE DUMPSTER X8.90 X8.90 ENTRANCE STAIRS 4'-0" PUBLIC SIDEWALK LA N D S C A P E (S E E L A N D S C A P E P L A N S ) X8.70 X8.70 LA N D S C A P E (S E E L A N D S C A P E P L A N S ) LA N D S C A P E (S E E L A N D S C A P E P L A N S ) TRAVEL LANE TRAVEL LANE MEDIAN 30' SITE TRIANGLE SEMI-PERMEABLE PAVERS LANDSCAPE (SEE LANDSCAPE PLANS) 6 5 4 LOADING ZONE 12'-0" X 25'-0" EGRESS STAIRS EGRESS STAIRS PROPERTY LINE - 142'-0" SO U T H F E D E R A L H W Y . Township 51S, Range 42E, Section 3 ZONE RD-15 SINGLE FAMILY ZONE RD-15 SINGLE FAMILY PROPERTY LINE 142'-0" PR O P E R T Y L I N E - 1 4 0 ' - 0 " PR O P E R T Y L I N E - 1 4 0 ' - 0 " 0' - 0 " S E T B A C K FR O M P R O P O S E D F D O T E A S E M E N T SFED-MU SFED-MU 5'-0" EASEMENT ADJACENT BUILDING 0'-0" SETBACK 12345 6 7 UPUPUP/64/S (6 333/RISERS23 RR (333/6PPPPPP 1 2 3 4 5 UP ") 6 1 3 / 3 2 " " ER S ( 6 66 30 R I S EE 333 )) 1 2 3 4 5 UP S (6")19 RRISERSR(S )SS(6(6")))RS R 3 2 87 16 15 11109 141312 DUMPSTER 6 5 4 LOADINGGGGNGNGNGINDINDIADADADOAOAOALOLOLOLL ZONEEENENENONONZOZOZOZZ 12'-0" X 25'-0"0"0"-0'-05'-05'-25'2525X 2X 2X X" X0" 0"-0"-0'-02'-2'121211 EGRESS STAIRS EGRESS STAIRS 1 13 ' - 8 " S E T B A C K F R O M PR O P E R T Y L I N E 1S T L A Y E R 5'-0" 8'-6" 2'-0" 3'-0" 11'-0"11'-0" 2'-0" 3'-6"26'-4" 1ST LAYER 10'-1" LANDSCAPE BUFFER 13 ' - 8 " 20 ' - 4 " 37 ' - 9 " F I R S T L A Y E R 25'-0" 20 ' - 0 " R . O . W . 5'-0" RECESS 5'-0"ADDITIONAL FDOT EASEMENT 41'-0" EXISTING RIGHT-OF-WAY TO CENTERLINE 6'- 4 " RE C E S S 9' - 0 " 7' - 0 " 4 ' - 0 " ADA ACCESIBLE RAMP TO SIDEWALK. SURFACE SLOPES NOT EXCEEDING 1:50 - 2 PERCENT - IN ALL DIRECTIONS (TYP.) BUILDING ABOVE SHOULDER BUILT-TO-LINE LINE OF BUILDING ABOVE WASTE RECEPTABLE FDOT SIGHT TRIANGLE: Design Speed 35 mph; D^r: 95' Trees having limbs and foliage trimmed in such a manner that no limbs or foliage extend into the area between twenty four (24) inches and eight (8) feet and six (6) inches above grade. FDOT SIGHT TRIANGLE: Design Speed 35 mph; D^l: 315' Trees having limbs and foliage trimmed in such a manner that no limbs or foliage extend into the area between twenty four (24) inches and eight (8) feet and six (6) inches above grade. EXISTING LIGHT POLE TO REMAIN EXISTING OVERHEAD POWER LINE TO REMAIN EXISTING OVERHEAD POWER LINE TO REMAIN EXISTING OVERHEAD POWER LINE TO REMAIN BUS STOP CANOPY ABOVE BUILDING ABOVE LIGHT POLE STREET FURNITURE CANOPY ABOVE GUARDRAIL 42" (TYP.) 6'-0" HT. ARCHITECTURAL SCREEN PANEL - POWDERED STEEL FINISH BUILDING ABOVE WALL IS UNDER RAMP RAMP PROJECTION ENTRY SIGN X.8.50 X.8.90 X.11.0 X.8.60 X11.0 8. 5 ' P U B L I C S I D E W A L K ENTRANCE STAIRS LA N D S C A P E (S E E L A N D S C A P E P L A N S ) CONCRETE WALKWAY COVERED ENTRY 61 62 ENTRANCE STAIRS LANDSCAPE AREAS LANDSCAPE AREASLANDSCAPE AREAS LANDSCAPE AREAS LOUNGE AREA EGRESS TRAFFIC LEFT TURN ONLY EGRESS TRAFFIC LEFT TURN ONLY SCALE: 1" = 10'2 SITEPLAN HARDSCAPE NOTES: ALL HARDSCAPE INCLUDING BUT NOT LIMITED TO: BENCHES, STREET LIGHTS, TRASH RECEPTACLES, DUMPSTERS AND STREET FURNITURE AND ALL HARDSCAPE MATERIALS SHALL BE CHOSEN FORM THE CRA APPROVED OPTIONS. REGIS T E R E D ARC HI T E CC TT R E GIS TERED AA RR CC HHITECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:58:03 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-1.1 GROUND FLOOR PLAN Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: 12345 6 7 UP23 RISERS (6 33/64") 1 2 3 4 5 6 UP 30 R I S E R S ( 6 1 3 / 3 2 " ) 1 2 3 4 5 6 7 UP 19 RISERS (6") 3 2 87 16 15 11109 141312 2 A-3.2 1 A-2.0 1 A21 2 A-2.3 1 1 A-2.4 8 A-3.2 42 ' - 8 " 9' - 3 " 34 ' - 7 " 39 ' - 9 " 12 6 ' - 4 " 6' - 4 " 37 ' - 8 " 17 ' - 2 " 10 ' - 0 " 9' - 0 " 2 ' - 6 " 3' - 0 " 24 ' - 0 " 15 ' - 0 " 8" 0'-0" F.F.E. 11'-0" NAVD 0'-0" F.F.E. 11'-0" NAVD 0'-0" F.F.E. 11'-0" NAVD 0'-0" F.F.E. 11'-0" NAVD 0'-0" F.F.E. 11'-0" NAVD 10'-1" LANDSCAPE BUFFER 12 ' - 0 " 5' - 0 " 2' - 6 " 9' - 0 " 9' - 0 " 29 ' - 2 " 2' - 9 " 17 ' - 6 " 7'-7" 10 1 ' - 6 " 4' - 0 " 24'-9" 6' - 4 " RE C E S S 78'-7" SETBACK TO DUMPSTER ENCLOSURE 8" 43 ' - 4 " S E T B A C K TO D U M P S T E R EN C L O S U R E 8" 126'-5" 12 6 ' - 3 " 20'-0"20'-0" 7' - 0 " 12 ' - 0 " X 1 8 ' - 0 " TY P . ENTRANCE LOBBY COFFEE BAR DUMPSTER 9'-0" X 18'-0" TYP. STORAGE 9'-0" X 18'-0" TYP. CONTROL ROOM9'-0" X 18'-0" TYP. 1 A-2.2 6 5 4 LOADING ZONE 12'-0" X 25'-0" 6% SLOPE 6% SLOPE 12% SLOPE EGRESS STAIRS EGRESS STAIRS 0'-0" SETBACK 1 6" SETBACK FROM ULTIMATE R.O.W. 126'-3" 15'-0"4'-2" 3'-0"3'-0" 24'-2" 15'-0" 12'-9" 22'-0" 10" 20'-0" 5'-0" RECESS 13 ' - 9 " S E T B A C K F R O M SI D E / C O R N E R PR O P E R T Y L I N E 24 ' - 0 " 5' - 0 " 83 ' - 7 " 13 ' - 8 " S E T B A C K FR O M P R O P E R T Y L I N E 23'-9"11'-4" 5'-0" 2'-1" 25'-0" 5'-0" 42'-0"12'-3" 10" 9'-8" 3'-0" 18'-0" 1'-2" 9'-0" 47'-4"14'-2" 10"2'-6" 10" 9'-4" 8" 11'-4" 5'-0" 1'-4" 1'-10" 24'-0"5'-0" ADA ACCESIBLE RAMP TO SIDEWALK. SURFACE SLOPES NOT EXCEEDING 1:50 - 2 PERCENT - IN ALL DIRECTIONS (TYP.) SHOULDER LINE OF BUILDING ABOVE BUS STOP CANOPY ABOVE CANOPY ABOVE GUARDRAIL 42" (TYP.) WALL IS UNDER RAMP RAMP PROJECTION EXTERIOR LOUNGE CAFE AREA 799 SF 61 62 EGRESS TRAFFIC LEFT TURN ONLY EGRESS TRAFFIC LEFT TURN ONLY EGRESS TRAFFIC LEFT TURN ONLY 01 - WIP SCALE: 1/8" = 1'-0"1 GROUND FLOOR PLAN NOTES: 1: ALL CABINETRY SHALL BE CERTIFIED IN ACCORDANCE WITH THE ANSI/KCMA A161.1 PERFORMANCE STANDARD OR EQUIVALENT. 2: BUILDING MATERIALS WITH RECYCLED CONTENT SHALL BE USED FOR 2 MINOR AND 2 MAJOR COMPONENTS OF THE BUILDING. A: METAL RAILINGS (MINOR) B: METAL LATH (MINOR) C: DRYWALL (MAJOR) D: REBAR (MAJOR) 3: MINIUUM OF 75% USE OF REGIONAL MATERIALS IN THE BUILDING. A: DRYWALL, CEMENT B: STUCOO, LANDSCAPE MATERIAL 4: 50% OR MORE OF RESILIENT FLOORING SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/ OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 332 OR EQUIVALENT 5. 4: 50% OR MORE OF CARPET SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 140 OR EQUIVALENT. 6: 50% OR MORE OF UNSULATION INSTALLED IS CERTIFIED TO UL 2985 OR EQUIVALENT. 7. UNIVERSAL DESIGN A. NO STEP ENTRANCES INTO ANY UNIT B: ACCESSIBLE PATH HAS A MAXIMUM 1/12 PITCH. C: MINIMUM 32" WIDE CLEARENCE INTO ALL HOTEL UNITS. D: MINIMUM 36" ACCESSIBLE ROUTES E: BLOCKING OR EQUIVALENT INSTALLED IN ACCESSIBLE BATHROOMS FOR FUTURE GRAB BARS 8. POOL SHALL HAVE A DEDICATED WATER SUPPLY 9. ALL DOORS IN COMMON WALLS BETWEEN GARAGE AND CONDITIONED SPACE ARE TO BE TIGHTLY SEALED AND GASKETED. 10. A CONTINUOUS AIR BARRIER SHAL BE PROVIDED SEPERATING THE GARAGE SPACE FROM ALL CONDITIONED AREAS. 11.SITE-APPLIED INTERIOR ARCHITECTURAL COATINGS, WHICH ARE INSIDE THE WATERPROOFING ENVELOPE, ARE IN ACCORDANCE WITH THE EMISSION LEVELS OF CDPH/EHLB STANDARD METHOD V1.1. EMISSION LEVELS ARE DETERMINED BY A LABORATORY ACCREDITED TO ISO/IEC 17025 AND THE CDPH/EHLB STANDARD METHOD V1.1 IN ITS SCOPE OF ACCREDITATION. THE PRODUCT IS CERTIFIED BY A THIRD-PARTY PROGRAM ACCREDITED TO ISO 17065, SUCH AS, BUT NOT LIMITED TO, THOSE FOUND IN APPENDIX B. REGIS T E R E D ARC HI T E CC TT R E G IS TERED A RR CC HH ITECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:57:25 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-1.2 2ND LEVEL PARKING / ROOMS Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: 1 2 3 4 5 6 7 8 UP 19 RISERS (6") 17 18 2827 313029 343332 19 1 A-2.0 2 A-2.3 1 A-2.4 8 A-3.2 1 A-2.2 126'-9" 6' - 1 1 " 7' - 8 " 10 1 ' - 6 " 9' - 5 " 12 5 ' - 5 " 55'-4"17'-5" 13'-0"10'-2"24'-10"4'-3" 125'-10" 13 ' - 8 " S E T B A C K F R O M PR O P E R T Y L I N E 37 ' - 9 " 1 S T L A Y E R 88 ' - 7 " 13 ' - 1 1 " 11 1 ' - 7 " 10'-1" LANDSCAPE BUFFER 16'-0" 16'-0" 16'-0" 16'-0" 7'-8" 4' - 1 0 " PRE-MANUFACTURED CANOPY OVER FDOT EASEMENT 80% OF EAST ELEVATION PRE-MANUFACTURED CANOPY QUEEN QUEEN QUEEN QUEEN 9'-0" X 18'-0" TYP. 9'-0" X 18'-0" TYP. 9'-0" X 18'-0" TYP. 12 ' - 0 " X 1 8 ' - 0 " TY P . 1 2 3 4 5 6 7 UP 18 R I S E R S ( 6 4 3 / 6 4 " ) F F F F F F F F F 23 22 21 20 F 26 25 24 12% SLOPE 12% SLOPE6% SLOPE 6% SLOPE 0% SLOPE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 0' - 0 " S E T B A C K F R O M FR O N T E A S E M E N T L I N E PROPERTY LINE PR O P E R T Y L I N E 0'-0" SETBACK 9'-8" 5'-0" ADDITIONAL FDOT EASEMENT 9'-10"81'-0"26'-4" 1ST LAYER 9'-0"60'-0"3'-0" 8'-6" 8" 6'-1" 8"9'-8" 9'-0" 10"10" 7'-5" 10" 15'-0"5'-11"5'-0" 8" 4'-11" 5" 2'-7" 5" 9'-9"3'-0" 25'-4" 12'-1" 14'-11" 8" 22'-0" 10" 13 ' - 1 0 " 8" 5 ' - 0 " 1 0 " 16 ' - 6 " 2' - 6 " 8" 13 ' - 2 " 8" 5 ' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " 1 ' - 2 " 24 ' - 0 " 3' - 0 " 15 ' - 8 " 10 " 22 ' - 0 " 8" 2 ' - 6 " 9' - 0 " 18 ' - 0 " 9' - 0 " 37 ' - 2 " 2' - 9 " 17 ' - 6 " 8" 27'-0" DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL LINEN STORAGE ELEVATOR LOBBY EGRESS STAIRS SCALE: 1/8" = 1'-0"1 2ND LEVEL NOTES: 1: ALL CABINETRY SHALL BE CERTIFIED IN ACCORDANCE WITH THE ANSI/KCMA A161.1 PERFORMANCE STANDARD OR EQUIVALENT. 2: BUILDING MATERIALS WITH RECYCLED CONTENT SHALL BE USED FOR 2 MINOR AND 2 MAJOR COMPONENTS OF THE BUILDING. A: METAL RAILINGS (MINOR) B: METAL LATH (MINOR) C: DRYWALL (MAJOR) D: REBAR (MAJOR) 3: MINIUUM OF 75% USE OF REGIONAL MATERIALS IN THE BUILDING. A: DRYWALL, CEMENT B: STUCOO, LANDSCAPE MATERIAL 4: 50% OR MORE OF RESILIENT FLOORING SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/ OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 332 OR EQUIVALENT 5. 4: 50% OR MORE OF CARPET SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 140 OR EQUIVALENT. 6: 50% OR MORE OF UNSULATION INSTALLED IS CERTIFIED TO UL 2985 OR EQUIVALENT. 7. UNIVERSAL DESIGN A. NO STEP ENTRANCES INTO ANY UNIT B: ACCESSIBLE PATH HAS A MAXIMUM 1/12 PITCH. C: MINIMUM 32" WIDE CLEARENCE INTO ALL HOTEL UNITS. D: MINIMUM 36" ACCESSIBLE ROUTES E: BLOCKING OR EQUIVALENT INSTALLED IN ACCESSIBLE BATHROOMS FOR FUTURE GRAB BARS 8. POOL SHALL HAVE A DEDICATED WATER SUPPLY 9. ALL DOORS IN COMMON WALLS BETWEEN GARAGE AND CONDITIONED SPACE ARE TO BE TIGHTLY SEALED AND GASKETED. 10. A CONTINUOUS AIR BARRIER SHAL BE PROVIDED SEPERATING THE GARAGE SPACE FROM ALL CONDITIONED AREAS. 11.SITE-APPLIED INTERIOR ARCHITECTURAL COATINGS, WHICH ARE INSIDE THE WATERPROOFING ENVELOPE, ARE IN ACCORDANCE WITH THE EMISSION LEVELS OF CDPH/EHLB STANDARD METHOD V1.1. EMISSION LEVELS ARE DETERMINED BY A LABORATORY ACCREDITED TO ISO/IEC 17025 AND THE CDPH/EHLB STANDARD METHOD V1.1 IN ITS SCOPE OF ACCREDITATION. THE PRODUCT IS CERTIFIED BY A THIRD-PARTY PROGRAM ACCREDITED TO ISO 17065, SUCH AS, BUT NOT LIMITED TO, THOSE FOUND IN APPENDIX B. REGIS T E R E D ARC H I T E CC TT R E G IS TERED AA RR CC HH IITECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:56:40 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-1.3 3RD LEVEL PARKING / ROOMS Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: 1 2 3 4 5 6 7 UP 17 RISERS (6") 1 2 3 4 5 6 7 UP 17 R I S E R S ( 6 " ) 1 2 3 4 5 6 7 UP 19 R I S E R S ( 6 6 1 / 6 4 " ) 35 36 4645 494847 525150 37 1 A-2.0 2 A-2.3 1 A-2.4 8 A-3.2 1 A-2.2 2' - 2 " 7' - 8 " 2 1 ' - 1 1 " 69 ' - 1 " 15 ' - 3 " 9 ' - 5 " 12 5 ' - 7 " 1'-0"10'-4"97'-8"13'-0" 5'-0" 127'-0" 64 ' - 5 " 13 ' - 8 " S E T B A C K F R O M PR O P E R T Y L I N E 36 ' - 9 " 1 S T L A Y E R 3 ' - 6 " 2' - 6 " 1 9 ' - 2 " 9'-10"91'-5"25'-6" 1ST LAYER 13 ' - 1 1 " 11 1 ' - 7 " 10'-1" LANDSCAPE BUFFER 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 2' - 6 " 18 ' - 0 " 9' - 0 " 16 ' - 6 " 37 ' - 5 " 20 ' - 0 " 9'-8"9'-0"9'-0"60'-0"3'-0" EGRESS STAIRS EGRESS STAIRS QUEEN QUEEN QUEEN QUEEN EGRESS STAIRS EGRESS STAIRS 9'-0" X 18'-0" TYP. 9'-0" X 18'-0" TYP. 9'-0" X 18'-0" TYP. 12 ' - 0 " X 1 8 ' - 0 " TY P . F F F F F FFFFF 41 40 39 38 44 43 42 12% SLOPE 12% SLOPE6% SLOPE 6% SLOPE 0% SLOPE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 0' - 0 " S E T B A C K F R O M FR O N T E A S E M E N T L I N E 0'-0" SETBACK 5'-0" ADDTIONAL FDOT EASEMENT 126'-9" 1'-1" 6'-7" 5" 15'-2" 8" 11'-10" 5" 6'-8" 8" 6'-8" 5" 10'-11" 8" 10'-11" 5" 6'-8" 8" 9'-8" 5" 6'-0" 8" 5'-3" 5" 6'-10" 6" 3'-0" 6" 8" 7 ' - 0 " 8 " 8 ' - 6 " 5 " 12 ' - 4 " 8 " 6 ' - 8 " 5 " 5 ' - 9 " 8 " 7 ' - 1 1 " 5 " 6 ' - 8 " 8 " 6 ' - 8 " 5 " 7 ' - 1 1 " 8 " 7 ' - 6 " 5 " 7 ' - 1 " 8 " 1 0 ' - 1 " 8 " 5 ' - 3 " 8 " 7 ' - 7 " 1 ' - 1 " 22 ' - 0 " 8" 15 ' - 8 " 2' - 6 " 9 ' - 0 " 9' - 0 " 12 ' - 0 " 5' - 0 " 25 ' - 2 " 3' - 0 " 13 ' - 2 " 8" 5 ' - 0 " 1 0 " 1'-0" 7'-6" 10"23'-4" 15'-0"3'-0"25'-4"5'-11"10" 5'-0" 8" 7'-11" 5" 9'-3" 8"27'-0"8"22'-0" 8"13'-6"6" 3'-0" 6" DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL LINEN STORAGE ELEVATOR LOBBY SCALE: 1/8" = 1'-0"1 3RD LEVEL NOTES: 1: ALL CABINETRY SHALL BE CERTIFIED IN ACCORDANCE WITH THE ANSI/KCMA A161.1 PERFORMANCE STANDARD OR EQUIVALENT. 2: BUILDING MATERIALS WITH RECYCLED CONTENT SHALL BE USED FOR 2 MINOR AND 2 MAJOR COMPONENTS OF THE BUILDING. A: METAL RAILINGS (MINOR) B: METAL LATH (MINOR) C: DRYWALL (MAJOR) D: REBAR (MAJOR) 3: MINIUUM OF 75% USE OF REGIONAL MATERIALS IN THE BUILDING. A: DRYWALL, CEMENT B: STUCOO, LANDSCAPE MATERIAL 4: 50% OR MORE OF RESILIENT FLOORING SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/ OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 332 OR EQUIVALENT 5. 4: 50% OR MORE OF CARPET SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 140 OR EQUIVALENT. 6: 50% OR MORE OF UNSULATION INSTALLED IS CERTIFIED TO UL 2985 OR EQUIVALENT. 7. UNIVERSAL DESIGN A. NO STEP ENTRANCES INTO ANY UNIT B: ACCESSIBLE PATH HAS A MAXIMUM 1/12 PITCH. C: MINIMUM 32" WIDE CLEARENCE INTO ALL HOTEL UNITS. D: MINIMUM 36" ACCESSIBLE ROUTES E: BLOCKING OR EQUIVALENT INSTALLED IN ACCESSIBLE BATHROOMS FOR FUTURE GRAB BARS 8. POOL SHALL HAVE A DEDICATED WATER SUPPLY 9. ALL DOORS IN COMMON WALLS BETWEEN GARAGE AND CONDITIONED SPACE ARE TO BE TIGHTLY SEALED AND GASKETED. 10. A CONTINUOUS AIR BARRIER SHAL BE PROVIDED SEPERATING THE GARAGE SPACE FROM ALL CONDITIONED AREAS. 11.SITE-APPLIED INTERIOR ARCHITECTURAL COATINGS, WHICH ARE INSIDE THE WATERPROOFING ENVELOPE, ARE IN ACCORDANCE WITH THE EMISSION LEVELS OF CDPH/EHLB STANDARD METHOD V1.1. EMISSION LEVELS ARE DETERMINED BY A LABORATORY ACCREDITED TO ISO/IEC 17025 AND THE CDPH/EHLB STANDARD METHOD V1.1 IN ITS SCOPE OF ACCREDITATION. THE PRODUCT IS CERTIFIED BY A THIRD-PARTY PROGRAM ACCREDITED TO ISO 17065, SUCH AS, BUT NOT LIMITED TO, THOSE FOUND IN APPENDIX B. REGIS T E R E D ARC HI T E CC TT R E GIS TERED AA RR CC HHIITECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:56:13 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-1.4 4TH LEVEL PARKING / ROOMS Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: 1 2 3 4 5 6 7 8 9 UP 22 RISERS (6") 1 2 3 4 5 6 7 8 9 UP 22 R I S E R S ( 6 " ) 1 2 3 4 5 6 7 8 9 UP 22 R I S E R S ( 6 " ) 56 55 54 53 59 58 57 60 1 A-2.0 2 A-2.3 1 A-2.4 8 A-3.2 1 A-2.2 126'-2"7" 101'-4" 5'-0"ADDITIONAL FDOT EASEMENT 25'-6" 1ST LAYER 13 ' - 9 " 10 % L O T W I D T H ST E P B A C K 24 ' - 0 " 88 ' - 7 " 14 ' - 6 " S E T B A C K F R O M PR O P E R T Y L I N E 12 5 ' - 6 " 10'-6"115'-6"10" 126'-9" 30 ' - 8 " 56 ' - 7 " 13 ' - 0 " 15 ' - 3 " 9 ' - 1 " 12 4 ' - 9 " 10'-1" LANDSCAPE BUFFER 35'-0" 35'-0" 35'-0" 35'-0" 35'-0" 35'-0" 35'-0" 3' - 1 1 " 2 ' - 6 " 27 ' - 0 " 9' - 0 " 18'-0"18'-0" 24'-0" EGRESS STAIRS EGRESS STAIRS EGRESS STAIRS 9'-0" X 18'-0" TYP. 3-POINT TURN-AROUND AREA 0% SLOPE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 0' - 0 " S E T B A C K F R O M FR O N T E A S E M E N T L I N E 0'-0" SETBACK F F F F F F F F F F F F 2' - 6 " 9 ' - 0 " 8" 2' - 0 " 8" 9 ' - 5 " 7 " 1 2 ' - 1 0 " 8 " 4 ' - 2 " 1 0 " 2 3 ' - 6 " 2 ' - 6 " 1 8 ' - 0 " 8 ' - 7 " 8 " 5 ' - 0 " 8 " 8 ' - 1 1 " 8 " 1 0 ' - 9 " 8 " 7'-11" 5" 9'-11"1'-0" 16'-11" 5" 5'-6" 8" 12'-5" 5" 5'-6" 8" 5'-6" 5" 12'-1" 8" 8'-9" 5" 5'-6" 8" 5'-6" 5" 7'-2" 8" 4'-8" 8" 10" 8'-2" 10" 7'-1" 8" 7'-3" 8" 6'-9" 8" 7'-1" 8" 7'-1" 8" 7'-3" 8" 7'-3" 8" 7'-1" 8" 7'-1" 8" 7'-3" 8" 5'-10" 8" 7'-1" 1'-0" 8'-4" 8" 10 " 15 ' - 1 " 8" 13 ' - 6 " 8" 12 ' - 3 " 8 " 15 ' - 0 " 8" 17 ' - 2 " 8" 1 0 ' - 1 " 8 " 5 ' - 3 " 8 " 7 ' - 7 " 1 ' - 1 " 11 ' - 7 " 8 " 9' - 0 " DOUBLE FULL DOUBLE FULL LINEN STORAGE ELEVATOR LOBBY DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL EMPLOYEE SHOWERS DOUBLE FULL DOUBLE FULL DOUBLE FULL BALCONY QUEEN QUEEN QUEEN QUEEN BALCONYBALCONYBALCONYBALCONYBALCONY QUEEN SCALE: 1/8" = 1'-0"1 4TH LEVEL NOTES: 1: ALL CABINETRY SHALL BE CERTIFIED IN ACCORDANCE WITH THE ANSI/KCMA A161.1 PERFORMANCE STANDARD OR EQUIVALENT. 2: BUILDING MATERIALS WITH RECYCLED CONTENT SHALL BE USED FOR 2 MINOR AND 2 MAJOR COMPONENTS OF THE BUILDING. A: METAL RAILINGS (MINOR) B: METAL LATH (MINOR) C: DRYWALL (MAJOR) D: REBAR (MAJOR) 3: MINIUUM OF 75% USE OF REGIONAL MATERIALS IN THE BUILDING. A: DRYWALL, CEMENT B: STUCOO, LANDSCAPE MATERIAL 4: 50% OR MORE OF RESILIENT FLOORING SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/ OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 332 OR EQUIVALENT 5. 4: 50% OR MORE OF CARPET SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 140 OR EQUIVALENT. 6: 50% OR MORE OF UNSULATION INSTALLED IS CERTIFIED TO UL 2985 OR EQUIVALENT. 7. UNIVERSAL DESIGN A. NO STEP ENTRANCES INTO ANY UNIT B: ACCESSIBLE PATH HAS A MAXIMUM 1/12 PITCH. C: MINIMUM 32" WIDE CLEARENCE INTO ALL HOTEL UNITS. D: MINIMUM 36" ACCESSIBLE ROUTES E: BLOCKING OR EQUIVALENT INSTALLED IN ACCESSIBLE BATHROOMS FOR FUTURE GRAB BARS 8. POOL SHALL HAVE A DEDICATED WATER SUPPLY 9. ALL DOORS IN COMMON WALLS BETWEEN GARAGE AND CONDITIONED SPACE ARE TO BE TIGHTLY SEALED AND GASKETED. 10. A CONTINUOUS AIR BARRIER SHAL BE PROVIDED SEPERATING THE GARAGE SPACE FROM ALL CONDITIONED AREAS. 11.SITE-APPLIED INTERIOR ARCHITECTURAL COATINGS, WHICH ARE INSIDE THE WATERPROOFING ENVELOPE, ARE IN ACCORDANCE WITH THE EMISSION LEVELS OF CDPH/EHLB STANDARD METHOD V1.1. EMISSION LEVELS ARE DETERMINED BY A LABORATORY ACCREDITED TO ISO/IEC 17025 AND THE CDPH/EHLB STANDARD METHOD V1.1 IN ITS SCOPE OF ACCREDITATION. THE PRODUCT IS CERTIFIED BY A THIRD-PARTY PROGRAM ACCREDITED TO ISO 17065, SUCH AS, BUT NOT LIMITED TO, THOSE FOUND IN APPENDIX B. REGIS T E R E D ARCHI T E CC TT R E G ISTERED AA RR CC HHITECT PAT R I C K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:55:43 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-1.5 5TH LEVEL / AMENITY DECK / ROOMS Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: 1 2 3 4 5 6 7 8 UP 22 RISERS (6") 1 2 3 4 5 6 7 8 UP 8 R I S E R S ( 6 " ) 1 2 3 4 5 6 7 8 UP 22 R I S E R S ( 6 " ) 1234567 UP8 RISERS (6") F F F F F F F FFFFF F FFFF F F F 1 A-2.0 2 A-2.3 1 A-2.4 8 A-3.2 1 A-2.2 15'-3"11" 10'-5" 22'-10" 27'-5" 34'-4"14'-7" 125'-8" 31 ' - 9 " 56 ' - 7 " 24 ' - 7 " 11 2 ' - 1 1 " 13 ' - 9 " 14 ' - 7 " S E T B A C K F R O M PR O P E R T Y L I N E 24 ' - 0 " 3 7 ' - 1 0 " 49 ' - 1 0 " 12 5 ' - 5 " 57'-6"13'-7"55'-2" 48'-0" 48'-0" 52'-6" 48'-0" 48'-0" 48'-0" 48'-0"10'-1" LANDSCAPE BUFFER FLOOR LINE BELOW QUEEN QUEEN QUEEN QUEEN QUEEN BUSINESS CENTER CAFE FITNESS CENTER LA N D S C A P I N G ADA LIFT COVERED WALKWAY LA N D S C A P I N G LA N D S C A P I N G COVERED WALKWAY LANDSCAPING LANDSCAPING LA N D S C A P I N G EGRESS STAIRS EGRESS STAIRS VENDING DOUBLE A.D.A PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 0' - 6 " S E T B A C K F R O M FR O N T E A S E M E N T L I N E 6" SETBACK FROM ULTIMATE ROW 5'-0" ADITTIONAL FDOT EASEMENT126'-3" 5' - 6 " 1 ' - 0 " 7 ' - 0 " 3 ' - 8 " 13 ' - 3 " 17 ' - 1 0 " 2' - 5 " 30 ' - 0 " 8" 4 ' - 4 " 8 " 24 ' - 8 " 1'-0"10'-3"12'-7"8"14'-5"8"11'-0" 8"11'-4"11'-8"11'-5" 8" 5'-0" 8"23'-6" 8'-5" 8"11'-0" 8" 10'-6" 8"11'-0" 8"11'-0" 8"11'-0" 8" 1'-0" 2'-0" 8" 2'-0"44'-9"9'-0" 4'-10" 17'-8" 7'-4" 14'-0" 14'-10" 18 ' - 2 " 25 ' - 3 " 16 ' - 1 " 13 ' - 1 " 8" 11 ' - 8 " 11 ' - 0 " 8 " 11 ' - 0 " 8 " 11 ' - 0 " 8 " 9 ' - 1 1 " 8 " 5 ' - 3 " 8 " 7 ' - 7 " ELEVATOR LOBBY DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL POOL DECK POOL DOUBLE FULL SCALE: 1/8" = 1'-0"1 5TH/6TH LEVEL NOTES: 1: ALL CABINETRY SHALL BE CERTIFIED IN ACCORDANCE WITH THE ANSI/KCMA A161.1 PERFORMANCE STANDARD OR EQUIVALENT. 2: BUILDING MATERIALS WITH RECYCLED CONTENT SHALL BE USED FOR 2 MINOR AND 2 MAJOR COMPONENTS OF THE BUILDING. A: METAL RAILINGS (MINOR) B: METAL LATH (MINOR) C: DRYWALL (MAJOR) D: REBAR (MAJOR) 3: MINIUUM OF 75% USE OF REGIONAL MATERIALS IN THE BUILDING. A: DRYWALL, CEMENT B: STUCOO, LANDSCAPE MATERIAL 4: 50% OR MORE OF RESILIENT FLOORING SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/ OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 332 OR EQUIVALENT 5. 4: 50% OR MORE OF CARPET SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 140 OR EQUIVALENT. 6: 50% OR MORE OF UNSULATION INSTALLED IS CERTIFIED TO UL 2985 OR EQUIVALENT. 7. UNIVERSAL DESIGN A. NO STEP ENTRANCES INTO ANY UNIT B: ACCESSIBLE PATH HAS A MAXIMUM 1/12 PITCH. C: MINIMUM 32" WIDE CLEARENCE INTO ALL HOTEL UNITS. D: MINIMUM 36" ACCESSIBLE ROUTES E: BLOCKING OR EQUIVALENT INSTALLED IN ACCESSIBLE BATHROOMS FOR FUTURE GRAB BARS 8. POOL SHALL HAVE A DEDICATED WATER SUPPLY 9. ALL DOORS IN COMMON WALLS BETWEEN GARAGE AND CONDITIONED SPACE ARE TO BE TIGHTLY SEALED AND GASKETED. 10. A CONTINUOUS AIR BARRIER SHAL BE PROVIDED SEPERATING THE GARAGE SPACE FROM ALL CONDITIONED AREAS. 11.SITE-APPLIED INTERIOR ARCHITECTURAL COATINGS, WHICH ARE INSIDE THE WATERPROOFING ENVELOPE, ARE IN ACCORDANCE WITH THE EMISSION LEVELS OF CDPH/EHLB STANDARD METHOD V1.1. EMISSION LEVELS ARE DETERMINED BY A LABORATORY ACCREDITED TO ISO/IEC 17025 AND THE CDPH/EHLB STANDARD METHOD V1.1 IN ITS SCOPE OF ACCREDITATION. THE PRODUCT IS CERTIFIED BY A THIRD-PARTY PROGRAM ACCREDITED TO ISO 17065, SUCH AS, BUT NOT LIMITED TO, THOSE FOUND IN APPENDIX B. REGIS T E R E D ARCHI T E CC TT R E G ISTERED AA RR CC HHITECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:55:09 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-1.7 6TH LEVEL ROOMS Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: 1 2 3 4 5 6 7 8 9 UP 22 RISERS (6") 1 2 3 4 5 6 7 8 9 UP 22 R I S E R S ( 6 " ) F F F F F F F F F F F F F F F F F F F F F F F 1 A-2.0 2 A-2.3 1 A-2.4 8 A-3.2 1 A-2.2 13 ' - 9 " 13 ' - 8 " S E T B A C K F R O M PR O P E R T Y I N E 37 ' - 1 " 2 4 ' - 1 0 " 50 ' - 7 " 12 6 ' - 3 " 57'-5"10'-11" 3'-2" 54'-8" 6" 126'-3" 59'-0" 14'-7"11'-4" 22'-10" 27'-5" 34'-4" 15'-3" 5" 11 2 ' - 7 " 8" 3 0 ' - 2 " 57 ' - 3 " 24 ' - 6 " 59'-0" 59'-0" 59'-0" FLOOR LINE BELOW FLOOR LINE BELOW QUEEN QUEEN QUEEN QUEEN QUEEN VENDING LAUNDRY PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E AMENITY DECK BELOW 0' - 6 " S E T B A C K F R O M FR O N T E A S E M E N T L I N E 5'-0" ADDITIONAL FDOT EASEMENT 126'-8" 11'-4" 10'-3" 12'-7" 8" 14'-5" 8" 11'-0" 8" 11'-4" 11'-8" 11'-5" 8" 5'-0" 8"23'-3" 16 ' - 1 " 8" 12 ' - 5 " 8 " 11 ' - 0 " 8 " 11 ' - 0 " 8 " 11 ' - 0 " 8 " 11 ' - 0 " 8 " 9 ' - 1 1 " 8 " 5 ' - 3 " 8 " 7 ' - 7 " 1 ' - 1 " 8 ' - 3 " 10'-1" LANDSCAPE BUFFER 8" 13'-4" 8" 13'-0" 8" 12'-6" 8" 12'-6" 8" 12'-6" 8" 8" 11 ' - 0 " 8 " 1 0 ' - 9 " 8 " 11 ' - 0 " 8 " 13 ' - 8 " 1' - 0 " DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL DOUBLE FULL ADA DOUBLE FULL LINEN STORAGE ELEVATOR LOBBY ROOF PLANTER EGRESS STAIRS EGRESS STAIRS SCALE: 1/8" = 1'-0"1 3RD LEVEL NOTES: 1: ALL CABINETRY SHALL BE CERTIFIED IN ACCORDANCE WITH THE ANSI/KCMA A161.1 PERFORMANCE STANDARD OR EQUIVALENT. 2: BUILDING MATERIALS WITH RECYCLED CONTENT SHALL BE USED FOR 2 MINOR AND 2 MAJOR COMPONENTS OF THE BUILDING. A: METAL RAILINGS (MINOR) B: METAL LATH (MINOR) C: DRYWALL (MAJOR) D: REBAR (MAJOR) 3: MINIUUM OF 75% USE OF REGIONAL MATERIALS IN THE BUILDING. A: DRYWALL, CEMENT B: STUCOO, LANDSCAPE MATERIAL 4: 50% OR MORE OF RESILIENT FLOORING SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/ OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 332 OR EQUIVALENT 5. 4: 50% OR MORE OF CARPET SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 140 OR EQUIVALENT. 6: 50% OR MORE OF UNSULATION INSTALLED IS CERTIFIED TO UL 2985 OR EQUIVALENT. 7. UNIVERSAL DESIGN A. NO STEP ENTRANCES INTO ANY UNIT B: ACCESSIBLE PATH HAS A MAXIMUM 1/12 PITCH. C: MINIMUM 32" WIDE CLEARENCE INTO ALL HOTEL UNITS. D: MINIMUM 36" ACCESSIBLE ROUTES E: BLOCKING OR EQUIVALENT INSTALLED IN ACCESSIBLE BATHROOMS FOR FUTURE GRAB BARS 8. POOL SHALL HAVE A DEDICATED WATER SUPPLY 9. ALL DOORS IN COMMON WALLS BETWEEN GARAGE AND CONDITIONED SPACE ARE TO BE TIGHTLY SEALED AND GASKETED. 10. A CONTINUOUS AIR BARRIER SHAL BE PROVIDED SEPERATING THE GARAGE SPACE FROM ALL CONDITIONED AREAS. 11.SITE-APPLIED INTERIOR ARCHITECTURAL COATINGS, WHICH ARE INSIDE THE WATERPROOFING ENVELOPE, ARE IN ACCORDANCE WITH THE EMISSION LEVELS OF CDPH/EHLB STANDARD METHOD V1.1. EMISSION LEVELS ARE DETERMINED BY A LABORATORY ACCREDITED TO ISO/IEC 17025 AND THE CDPH/EHLB STANDARD METHOD V1.1 IN ITS SCOPE OF ACCREDITATION. THE PRODUCT IS CERTIFIED BY A THIRD-PARTY PROGRAM ACCREDITED TO ISO 17065, SUCH AS, BUT NOT LIMITED TO, THOSE FOUND IN APPENDIX B. REGIS T E R E D ARCHIT EE CC TT R E G I STERED AA RR CC HH ITECT PAT R I C K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:53:10 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-1.8 ROOF TERRACE AMENITY PLAN Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: DO W N DOWN 1 A-2.0 2 A-2.3 1 A-2.4 8 A-3.2 A-2.2 34'-4"11'-0" 22'-10" 27'-5"30'-4" 125'-11" 4' - 3 " 2 ' - 0 " 1 0 ' - 0 " 2 ' - 0 " 32 ' - 9 " 7' - 1 0 " 2 9 ' - 3 " 8 " 5 ' - 3 " 8 " 7 ' - 7 " 1 ' - 1 " 9 ' - 3 " 11 2 ' - 7 " 25'-0"1'-0"6" 5'-0" ADDITIONAL FDOT EASEMENT 71'-5"4'-10"24'-0" 126'-3" 13 ' - 9 " 13 ' - 8 " S E T B A C K F R O M PR O P E R T Y L I N E 23 ' - 0 " 1 ' - 0 " 3 9 ' - 7 " 49 ' - 0 " 11 2 ' - 7 " 70'-0" 70'-0" 70'-0" FLOOR LINE BELOW FLOOR LINE BELOW MECH. EQUIP SCREENING ON ALL 4 SIDES ROOF AREA 9,782 SF TOTAL EGRESS, MECHANICAL, AND ELEVATOR COVERAGE 1,204 SF (12.3%) POOL POOL MECHANICAL EQUIPMENT 394 SF PL A N T E R S EGRESS, MECHANICAL, AND ELEVATORS 224 SF PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 0' - 0 " S E T B A C K F R O M FR O N T E A S E M E N T L I N E PLANTER 1,084 SF MECHANICAL AREA 398 SFEGRESS, MECH ROOM, ELEVATORS 534 SF PLANTER 362 SF PLANTER 447 SF) PLANTER 380 SF HARDSCAPE 6,949 SF ROOF AREA 9,782 SF TOTAL EGRESS, MECHANICAL, AND ELEVATOR COVERAGE1,208 SF (12.3%) PLANTERS: 2,273 SF (24.6%) HARDSCAPE: 6,949SF (75.4%) SCALE: 1/8" = 1'-0"1 ROOF DECK NOT TO SCALE 2 ROOF COVERAGE DIAGRAM NOTES: 1: ALL CABINETRY SHALL BE CERTIFIED IN ACCORDANCE WITH THE ANSI/KCMA A161.1 PERFORMANCE STANDARD OR EQUIVALENT. 2: BUILDING MATERIALS WITH RECYCLED CONTENT SHALL BE USED FOR 2 MINOR AND 2 MAJOR COMPONENTS OF THE BUILDING. A: METAL RAILINGS (MINOR) B: METAL LATH (MINOR) C: DRYWALL (MAJOR) D: REBAR (MAJOR) 3: MINIUUM OF 75% USE OF REGIONAL MATERIALS IN THE BUILDING. A: DRYWALL, CEMENT B: STUCOO, LANDSCAPE MATERIAL 4: 50% OR MORE OF RESILIENT FLOORING SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/ OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 332 OR EQUIVALENT 5. 4: 50% OR MORE OF CARPET SHALL BE USED IN A MINIMUM OF 30% OF FLOOR AND/OR WALL AREA OF ALL HOTEL UNITS. CERTIFIED NSF 140 OR EQUIVALENT. 6: 50% OR MORE OF UNSULATION INSTALLED IS CERTIFIED TO UL 2985 OR EQUIVALENT. 7. UNIVERSAL DESIGN A. NO STEP ENTRANCES INTO ANY UNIT B: ACCESSIBLE PATH HAS A MAXIMUM 1/12 PITCH. C: MINIMUM 32" WIDE CLEARENCE INTO ALL HOTEL UNITS. D: MINIMUM 36" ACCESSIBLE ROUTES E: BLOCKING OR EQUIVALENT INSTALLED IN ACCESSIBLE BATHROOMS FOR FUTURE GRAB BARS 8. POOL SHALL HAVE A DEDICATED WATER SUPPLY 9. ALL DOORS IN COMMON WALLS BETWEEN GARAGE AND CONDITIONED SPACE ARE TO BE TIGHTLY SEALED AND GASKETED. 10. A CONTINUOUS AIR BARRIER SHAL BE PROVIDED SEPERATING THE GARAGE SPACE FROM ALL CONDITIONED AREAS. 11.SITE-APPLIED INTERIOR ARCHITECTURAL COATINGS, WHICH ARE INSIDE THE WATERPROOFING ENVELOPE, ARE IN ACCORDANCE WITH THE EMISSION LEVELS OF CDPH/EHLB STANDARD METHOD V1.1. EMISSION LEVELS ARE DETERMINED BY A LABORATORY ACCREDITED TO ISO/IEC 17025 AND THE CDPH/EHLB STANDARD METHOD V1.1 IN ITS SCOPE OF ACCREDITATION. THE PRODUCT IS CERTIFIED BY A THIRD-PARTY PROGRAM ACCREDITED TO ISO 17065, SUCH AS, BUT NOT LIMITED TO, THOSE FOUND IN APPENDIX B. REGIS T E R E D ARC HIT E CC TT R E GIS TERED AA RR CC HH IITECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:52:40 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-1.9 ROOF PLAN Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: 1 A-2.0 1 A-2.1 2 A-2.3 1 A-2.4 1 A-2.4 8 A-3.2 1 A-2.2 80'-0" 80'-0" TO TOP OF TRELLIS 80'-0" TO TOP OF TRELLIS 13 ' - 8 " S E T B A C K F R O M PR O P E R T Y L I N E 10'-1" LANDSCAPE BUFFER 5'-0" ADDITIONAL FDOT EASEMENT 65'-3"36'-0" 25'-0" 126'-3" 42 ' - 6 " 24 ' - 0 " 46 ' - 1 " 80'-0" 10'-1" LANDSCAPE BUFFER 13 ' - 9 " S E T B A C K FR O M S I D E / C O R N E R PR O P E R T Y L I N E 11 2 ' - 7 " 11'-4"114'-11" 126'-3" 88 ' - 1 " 24 ' - 6 " 11 2 ' - 7 " FLOOR LINE BELOW PRE-MANUFACTURED TRELLIS FLOOR LINE BELOW PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E 0' - 0 " S E T B A C K F R O M FR O N T E A S E M E N T L I N E PR O P E R T Y L I N E 80'-8" TO PARAPET 80'-8" TO PARAPET SCALE: 1/8" = 1'-0"1 3RD LEVEL NOTES: 1: ROOF SURACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ENERGY START COOL ROOF CERTIFICATION OR EQUIVALENT. REGIS T E R E D ARCHIT EE CC TT R E G ISTERED AA RR CC HITECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:52:12 -04'00' GSPublisherVersion 0.92.100.100 GSEducationalVersion MARKDATEDESCRIPTION 01 - WIP Work in ProgressDRC Comments 49 1 1 W . S A M P L E R D S U I T E 3 0 8 C O C O N U T C R E E K , F L 3 3 0 7 3 56 1 6 0 3 8 3 9 5 s t u d i o @ p a t r i c k o s o a r e s . c o m AR 9 9 2 0 3 A-2.0 EAST ELEVATION Printed: 3/17/25 SEAL: DA N I A B E A C H H O T E L 38 0 S . F E D E R A L H W Y DA N I A B E A C H , F L 3 3 0 0 4 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © STUDIO PATRICK SOARES REVISION HISTORY: ±0" 0 GROUND LEVEL ±0" 0 GROUND LEVEL +16'-0" 1 2ND LEVEL +16'-0" 1 2ND LEVEL +25'-6" 2 3RD LEVEL +25'-6" 2 3RD LEVEL +35'-0" 3 4TH LEVEL +35'-0" 3 4TH LEVEL +48'-0" 4 5TH LEVEL +48'-0" 4 5TH LEVEL +59'-0" 5 6TH LEVEL +59'-0" 5 6TH LEVEL +70'-0" 6 ROOF DECK +70'-0" 6 ROOF DECK +80'-0" 7 TOP OF ROOF +80'-0" 7 TOP OF ROOF 10 ' - 8 " R O O F T O P ST R U C T U R E S 20'-4"13'-8" SIDE SETBACK20'-0" 13'-9" UPPER STORY STEPBACK 9'-0" 7'-0" 4'-0" 17 ' - 5 " C A N O P Y VE R T I C A L C L E A R E N C E 14'-10" 7' - 0 " 2 8 2 1 4 4 4 4 1 2 4 4 1 2 4 4 2 4 1 9 10 1 1 2 4 2 4 2 4 4 4 4 7 4 CORNICE CORNICE SIGN BAND AREA PR O P E R T Y L I N E PR O P E R T Y L I N E LINE OF ROOF DECK SW 3RD PL SW 4TH ST +80'-8" TO TOP OF PARAPET DANIA HOTEL DANIA HOTEL PU B L I C S I D E W A L K PARALLEL PARKING TRAVEL LANE SW 4 T H S T CE N T E R L I N E SW 4 T H S T CE N T E R L I N E +80'-8" TO TOP OF PARAPET FR O N T S T E P B A C K ELEVATION KEY NOTES: 7 SUSPENDED ALUMINUM CANOPY 8 ENTRY SIGNAGE (Welcome)-2.25 SF 9 PRE-MANUFACTURED PERGOLA SYSTEM 10 GLASS RAILING SYSTEM WITH DARK BRONZE ANODIZED ALUMINUM FRAMES 11 INFINITY POOL 12 FROSTED GLASS ROOM DIVIDER WITH DARK BRONZE ANODIZED ALUMINUM FRAMES 1 DRYVIT SYSTEMS: SAND BLAST DPR PAINTED - 101 SUPER WHITE** (PAINTED STUCCO) 2 COMPOSITE WOOD LIKE TILE NON-COMBUSTIBLE 3 FIXED WINDOWS - INSULATED CLEAR GLASS WITH DARK BRONZE ANODIZED ALUMINUM FRAMES 4 EXTERIOR STOREFRONT SYSTEM - INSULATED CLEAR GLASS WITH DARK BRONZE ANODIZED ALUMINUM FRAMES 5 BUILDING SIGNAGE (BACKLIT)-HOTEL 6 ALUMINUM PTAC LOUVERS - WOOD FINISH WINDOW AND DOOR NOTES 602.1.9 FLASHING. FLASHING WILL PROVIDED TO MINIMIZE WATER ENTRY INTO WALL AND ROOF ASSEMBLIES AND TO DIRECT WATER TO EXTERIOR SURFACES OR EXTERIOR WATER- RESISTIVE BARRIERS FOR DRAINAGE. FLASHING DETAILS WILL PROVIDED IN THE CONSTRUCTION DOCUMENTS AND ARE WILL BE IN ACCORDANCE WITH THE FENESTRATION MANUFACTURER’S INSTRUCTIONS, THE FLASHING MANUFACTURER’S INSTRUCTIONS, OR AS DETAILED BY A REGISTERED DESIGN PROFESSIONAL. PERCENTAGE OF GLAZING - EAST ELEVATION TOTAL AREA OF FACADE 9,352 SF TOTAL AREA OF GLAZING 5,363 SF REQUIRED: 30-60% PROVIDED: 57% GROUND FLOOR ONLY 1,786 SF GROUD FLOOR GLAZING 1,282 SF REQUIRED: 70% PROVIDED: 71.7% SCALE: 1/8" = 1'-0"1 EAST ELEVATION REGIS T E R E D ARC HI T E CC TT R E G IS TERED AA RR CC HHITECT PAT R IC K O.SOA R E S AR99203 Digitally signed by Patrick O. Soares Date: 2025.03.17 14:51:45 -04'00'