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Home My Public Portal AboutApp 20-15Town of Gulf Stream Pre -Application Checklist: Level Ill Owner's Name: t' Sc; h Address: 2 97 /o PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre -application conference. A. Review and Approval Processes 1. N. Ocean Overlay Permit Land Clearing Permit 3. Annexation Review 4. Comprehensive Plan Text Amendment Review CSJDemolition Permit 6. Future Land Use Map Change Review 7. Appeal 8. Zoning code Text Amendment Review • 9. Sign Review Site Plan Review, Level III 11. Site Plan Revision 12. Special Exception Review 3. Subdivision Review 14. Variance Review 15. Rezoning Review 16. (Other) • 'ef row s'EP 18 ?0 not GofStre ,t, Stream, Mppncauvu I IVIaLCI Ia17 NUMBER OF COPIES REQUIRED APPLICATION MATERIAL l 1 1. Completed Development Application 2. Fee of 115-- 46-6/ + /5--+ .0 i ?t 9, c ' 3. Generation Location Map (on site Plan) t' 1 4. Site Plan (2 full size, 15 reduced to 11x17*) is 17 i 5. Building Elevations (2 full size, 15 reduced*) 1 6. Floor Plans (2 full size, 15 reduced") ti 177) 7. Roof Plans (2 full size, 15 reduced*) i (T) 8. Perspective and/or Color rendering (Recommended for meeting) 9. Drainage Plan (if site is altered) f V S-.17.1 1 10. Landscape Plan (2 full size, 15 reduced*) 10a. Certification that Landscape Plan conforms to GS Code Section 66-1 "Open Front Lawn". See definition 11. Septic Tank Permit 12. DOT Driveway Permit (if on A1A, for any alterations to drive) 13. DOT Landscape Permit (A1A) /1-7 ` 14. Survey (11" x 17") 15. Subdivision Plat 16. Concurrency Documents 0,/ 17. Proof of Ownership (warranty deed)p1/ 18. i i Agent Affidavit 19. List of Adjacent Propert wners nvelope 20. Property owners withi 25' 00' (stamped addressed envelopes, no return a ress) ' 6`9 21. Property Owners Affidavit �/ t--- 1 Set 22. Photos of Existing Home (if applicable) 23. Construction Traffic Management Plan: Prior to Permit p 24. Damage Bondi �,� L ,-> v Prior to Permit rnnirod twn Genies shall be an oriqinal full size (24" x 36") drawing which is signed and sealed. All other copies shall be reduced to 11" x 17". Please refer to the instruction for more detailed information. X:\DEPUTY SHARED\Forms\BIdg & 0cc Reg Dept Forms\Level 3 Pre-Appl. Cklst.docx Page 1 Letter to the Editor: Ocean Ridge overreaching in limiting artificial... https://thecoastalstar.com/profiles/blogs/letter-to-the-editor-ocean-r... Sign Up Sign In The a Coasta ar HOME BUSINESS ANNOUNCEMENTS CLASSIFIEDS EVENTS LETTERS NEWS PHOTOS STORE VIDEOS YOUR COMMUNITY MEMBERS MY PAGE CONTACT US All Posts Featured Posts Click here to support community journalism with a tax-deductible donation 2 - Letter to the Editor: Ocean Ridge overreaching in limiting artificial turf Posted by The Coastal Star on January 29, 2020 at 13:00 As a resident of Ocean Ridge for the past five years, I have attended five Town Commission meetings, four regarding my building a home and the fifth to defend what I have built. And while my purpose for attending the Jan. 6 meeting was to provide.my perspective on the environmental benefits of artificial turf near the ocean, what I experienced was more abhorrent than the uninformed review of my building project. Perhaps the parallel of the town overreach of "permitting" my project (Planning and Zoning's architectural condemnation of my home) should be fully expected — because the leader advocating limits on artificial turf was none other than the P&Z. In the vote to determine whether Ocean Ridge would allow artificial turf to be installed on future projects, the P&Z made two presentations, neither of which had scientific basis for their recommendation to ban it — not even an admission that artificial turf eliminates a number of environmental concerns, such as fertilizers, pesticides, lawn mower emissions, grass clippings or water usage. No, their concern was purely aesthetic: They didn't like the way it looked. And while a debate can be had about the look of artificial turf, the true issue at hand is your commissioners' belief that they should control what residents do with their private property. In voting that artificial turf could be used on no more than 25% of your total property, town commissioners have taken the right to control 75% of your private property. You can determine what you do to 25% of your property, but get to pay Ocean Ridge 100% when property taxes are due. So what else does this council get to determine? Future agenda items are sure to include elimination of palm trees, color of grass allowed, strain of grass allowed, house color choices, approved architectural design and of course, banning of Big Gulps. Every resident of Ocean Ridge should be concerned about the direction of our elected officials, regardless of where you stand on this issue. Your concern should be the loss of your Activity Feed Mary Kate Leming posted a discussion in DELRAY BEACH Delray Beach: Termination hearing for suspended city manager delayed 14 hours ago Mary Kate Leming posted a blog post Delray Beach: Termination hearing for suspended city manager delayed 15 hours ago Pippi posted an event The Grand Bee Literary Fun and Games 20 hours ago Mary Kate Leming posted a discussion in BEACH WATCH Along the Coast: Health advisory issued for beaches 1 of 3 10/22/2020. 9:59 AM Letter to the Editor: Ocean Ridge overreaching in limiting artificial... https://thecoastalstar.com/profiles/blogs/letter-to-the-editor-ocean-r... personal freedom and property rights in Ocean Ridge. Feb. 3 is residents' last chance to speak up before the council ramrods this ordinance through. Please attend to voice your concerns. —John Zessin, Ocean Ridge It letter to the editor, ocean ridge, artificial turf, property rights, restriction E-mail me when people leave their comments - Follow You need to be a member of The Coastal Star to add comments! Join The Coastal Star Comments i PJ • January 30, 2020 8,02 Now is the time to let Ocean Ridge Commissioners hear your voice. I refuse to willingly yield my right to control my property for someone else's definition of "aesthetics" and "character". yesterday Mary Kate Leming posted a blog post Along the Coast: Health advisory issued for beaches yesterday Mary Kate Leming posted a blog post Delray Beach: Heavy rains require use of outflow pipe, again. yesterday Pippi posted an event League of Women Voters Honors 100th Anniversary: Celebrating Empowering Voters, Defending Democracy Monday Mary Kate Leming posted a discussion in BOCA RATON Boca Raton: Council seeks stand-in for absent Rodgers Friday The Coastal Star posted a blog post Boca Raton: Council seeks stand-in for absent Rodgers Friday Pippi posted an event Read Together Palm Beach County Book Virtual Discussion Oct 15 Pippi posted an event AVDA's 21st Annual Race for Hope Oct 15 Pippi posted an event AVDA's 14th Annual Heart of a Woman Luncheon Oct 15 Mary Kate Leming posted a discussion in BOCA RATON Boca Raton: 2 of 3 10/22/2020, 9:59 AM TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS ti rm,% SCOTT W. MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE December 15, 2020 John Zessin 3247 Polo Drive Gulf Stream, Florida 33483 Dear Mr. Zessin: Telephone (561)276-5116 Fax (561)448-1009 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on December 11, 2020, your application for a Level 3 Architectural/Site Plan Review to permit the demolition of all buildings on the property at 3247 Polo Drive and the construction of a new 4,944 sq. ft. Gulf Stream Bermuda style dwelling, a two story dwelling, with a 2 car garage, swimming pool and lanai was considered. The application was denied in that the proposed structures did not meet the minimum intent of the Design Manual guidelines. It was further noted that the recommendation from the ARPB was to deny this application also. Very truly yours, Rita L. Taylor Town Clerk cc: Fredy Polania/Randall Stofft Architects 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 20-15 Address: 3247 Polo Drive Proposed Improvement: Approvals Requested: Land Clearing Permit: Owner: John Zessin Agent: Freddy Polania, Randall Stofft Architects The construction of a two-story, 4,944 sq. ft. single- family, Gulf Stream Bermuda style home, with a two - car garage, a swimming pool and lanai. To clear the property for construction. NOTE: The landscape architect has a tree disposition plan on page TR-1 of the set of plans. Demolition Permit: To demolish all structures on the property. Special Exception: To permit roof projections that exceed the maximum Floor Area Ratio, by a total of 128 sq. ft. Level III Architectural/Site Plan: To permit the construction of a two-story, 4,944 sq. ft. single-family, Gulf Stream Bermuda style home with a two- car garage, a swimming pool and lanai. Gross Lot size: 14,594 sq. ft. Effective Lot Area: 14,594 sq. ft. Proposed Total Floor Area: 4,944 sq. ft. Allowable: 4,816 sq. ft. Zoning District: RS -C First Floor Eave Height: 9' 6" Finished Floor Elevation: 9.0' Issues Considered During Review: Section 66-144 Standards: Regarding Level II & Level III architectural/ site plan review Section 70-4 How to use this manual: Regarding Design Standards Section 70-67 Effective lot area Section 70-70 Floor area calculations Section 70-72 Special exception floor area ratio Section 70-74 Setbacks Section 70-100 Roof and eave heights Section 70-187 Table of district standards Section 70-236 Gulf Stream Bermuda Style Section 70-239 Windows ARPB File # 20-15 ARPB: October 22, 2020, November 19, 2020; TC: December 11, 2020 Page 2 NOTE: There was considerable discussion by the ARPB about this application on October 22, 2020. There was concern about the colors being proposed. In addition, there was discussion about the architectural style not fitting in with architectural styles in the neighborhood. The application for this project lists the architectural style as Gulf Stream Bermuda. At the conclusion of the hearing, the ARPB approved a motion to defer the application to be presented at the November 19, 2020 meeting complete with a 3-D rendering, paint color swatches, example of a roof tile, and landscape elevations showing what the property would look like upon completion. The ARPB agreed that they were OK with the design of the house but not with color scheme. At the November 19 ARPB meeting, the applicant acknowledged they did not have a 3-D presentation to make, as requested by the Board in October. While there was much discussion about the paint colors and architectural style at the October ARPB meeting, there were no changes to the paint colors or architectural style at the November meeting. The color palette suggested the color bronze would be used for the window frames. Bronze is a prohibited color for use on a Gulf Stream Bermuda house pursuant to Section 70-239 of the Town Code. The ARPB ultimately voted to recommend denial of the application to the Town Commission because it does not conform to the Town Code. Motions: Motion to approve/deny a land clearing permit to clear the land for construction. NOTE: The landscape architect has provided a tree disposition list on page TR-1 of the set of plans. Motion to approve/deny a demolition permit to demolish all structures on the site. Motion to approve/deny a special exception to permit roof projections that exceed the maximum Floor Area Ratio by 128 sq.ft. Motion to approve/deny a Level III Architectural/Site Plan based on a finding that the construction of a two-story, 4,944 sq. ft. single-family Gulf Stream Bermuda style home with a two car garage, a swimming pool and lanai meets the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. Prior to the issuance of a Building Permit, the owner of the property shall prepare and sign a Gulf Stream Driveway Removal Agreement. 2. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 3. Prior to the issuance of a certificate of occupancy, the owner of the property shall prepare and record a deed restriction which shall provide that all roof projection areas shall remain unenclosed as per approval of the special exception for as long as the structure is in existence or exceeds the maximum FAR. ARPB Date: October 22, 2020 Action: Land Clearing Permit: Demolition Permit: Special Exception: Level III Architectural/Site Plan: Application deferred to the November 19, 2020 ARPB meeting pending submission of a 3-D rendering, paint color swatches, example of a roof tile, and landscape elevations showing what the property would look like upon completion ARPB File # 20-15 ARPB: October 22, 2020, November 19, 2020; TC: December 11, 2020 Page 3 ARPB Date: November 19,2020 Action: Land Clearing Permit: recommendation of denial Demolition Permit: recommendation of denial Special Exception: recommendation of denial Level III Architectural/Site Plan: recommendation of denial TC Date: December 11, 2020 Action: Land Clearing Permit: Denied Demolition Permit: Denied Special exception: Denied Level III Architectural/Site Plan: Denied Town of Gulf Stream TOWN OF GULF STREAM APPLICATION FOR DEVELOPMENT APPROVAL J.., .......-....rv.n.ineiMrnw`..,e .w..4 rrJ.n :Me.nrruir.YnrwN.h.s�r�W..n.A.. r-:.W.w:.+.srr. ��.,r.a�f+n..w.ehn.+rAn«na.r:..,.r.a��wa+wa4eawl «iY�uMIL.`r4AM[S.w.A..✓w.A.w rw�aw.n..wn1 This form is to be used for all development review applications to be heard by the Town of Gulf Stream ,Architectural Review and Planning Board, Board of Adjustment, and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File # 2 0 - PART I!. -GENERAL INFORMATION To be completed by all applicants. A. Project Information 1.A.1. Project/Owner Name: John Zessin I.A.2. Project Address: 3247 Polo Drive . . GULF STJ2RANL FL LOT 3, REPLAT OF PART OF GULF STREAM PROPERTIES,ACCORDING TO THE PLAT I.A.3. Project Property Legal Description: THEREOF AS RECORDED IN PLAT BOOK 18, PAGE 96, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF GULF STREAM, PALM BEACH COUNTY, FLORIDA AND CONTAINING 14,595 SQUARE FEET, OR 0.335 ACRES, MORE OR LESS. I.A.4. Project Description (describe in detail, including # of stories, etc.) New 3,820 S.F. AC two story,single family home. New pool and outdoor Lanai. The proposed residence meets the F.A.R. REQTTTRF.MFNT4 1.A.5. Square Footage of New Structure or Addition: 3.82 o S . F AC Architectural Style: 1.A.6. Check all that apply: ® Architectural/Site Plan Review ❑ Land Clearing 0 North Ocean Boulevard Overlay (complete section B) N. Demolition of Structures ❑ Non-residential uses 0 Variance (complete section G) Special 'Exception (complete section .E) 1.A.7. (a) Proposed F.F.E.: 9.0 NAVD Type of Foundation: GRADE BEAMS AND PILES GULF STREAM - BERMUDA STYLE ARCHITECTURE B. Owner Information Owner Address: 3247 POLO DRIVE 1.13.2. Owner Phone Number: 248.760.6614 1,8.3. Owner Signature ,,() C. Agent Information Fax: FREDY POLANIA / RANDALL STOFFT ARCHITECTS I.C.1. Agent Name and Firm Name: I.C.2. Agent Address: 42 N. SWINTON AVE. DELRAY BEACH. FL 33444 I.C,3. Agent Phone Number: (o) (561)243-0799 cell Fax 1.C.4. Agent Signature: Official Use Only Pre -App Date: ARP Date: App Date: Recommendation: Corn Date: TC Date: Decision: Application for Development Approval Form ADA.2000 revised 6/13/00 Page 2 Town of Gulf Stream 4 PART III. PROJECT DESCRIPTION AND JUSTIFICATION 7. 2C' 'II . 1cy 4® To be completed by all applicants after pre -application conference with Town Staff. Please be conclsre/,but <28 brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete 0 question. number for each response. p�� A. Project Description and Justification RAJ . In what zoning district is the project site located? GULFSTEAM CORE DISCTRICT (RS -C) IIl.A.2. Is the project compatible with the intent of the zoning district? M Yes 0 No Explain. THE PROPOSED RESIDENCE FITS WITHIN ALL THE SITE SETBACKS, ARCHITECTURAL STYLE, MASSING, MATERIALS USED AND LUSH LANDSCAPE SET FORTH By THE CTTT,FSTRRAM CnRE DTSTRTCT GTJTDET,TNFS IIl.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? M Yes 0 No Explain. THE PROPOSED HOME IS CONSISTENT WITH THE LAND USE AS IT COMPLIMENTS THE RESIDENTIAL NEIGHBORHOOD. 111.A.4. How are ingress and egress to the property to be provided? A NEW DRIVEWAY WILL BE CONSTRUCTED IN THE APPROXIMATE LOCATION THE ORIGINAL DRIVEWAY. III.A.5. How are the following utilities to be provided to the property? a. Stormwater Drainage ON SITE RETENTION/ DETENTION (SEE DRAINAGE PLANS). b. Sanitary Sewer c. Potable Water CONNECTION TO TOWN SEWER SYSTEM CONNECTION TO TOWN WATER SYSTEM d. Irrigation Water e. Electricity f. Telephone g. Gas h. Cable Television CONNECTION TO TOWN WATER SYSTEM CONNECTION TO FP&L CONNECTION TO PRIVATE COMPANY(AT&T OR EQUAL) CONNECTION TO PROPANE TANK (WILL SUBMIT FOR PERMIT) CONNECTION TO PRIVATE COMPANY(DIRECT TV OR EOUAL) Ii1.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) THE PROPOSED STRUCTURES ARE CONSISTENT WITH THE CRITERIA OF LEVEL 3 ARCHITECTURAL/ SITE PLAN REVIEW AS IT MEETS THE CRITERIA OF ITEMS 1-12 UNDER SECTION 66-144. PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional ApprovalslRequirements iV.A.1. Does the project involve land area within fifty feet (50') of the AlA (North Ocean Boulevard) right-of- way? 0 Yes ® No (If "Yes", section B of this part must be completed.) iV.A.2. Does the project involve the demolition of one or more structures? 0 Yes 0 No (If "Yes", section C of this part must be completed.) IV.A.3. Does the project involve the clearing or filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscaped area of a developed lot? 0 Yes ® No (If "Yes", section D of this part must be completed.) IV.A.5. Does the project require approval of a Special Exception? 0 Yes ® No (If "Yes", section E of this part must be completed.) IV.A.6. Is the project at variance with any regulations contained in the Zoning Code? 0 Yes ® No (If "Yes", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit 16". RECENED SEP 18 2020 lb" of Gulf stream, FL IV.B.1. hat significant landscape features or architectural features are to be disturbed or added and to what exte IV.B.2. Describe the need - •d justification for the disturbance/addition: IV.B.3. Will the disturbance/addition de oy or seriously impair visual relationships among buildings, landscape features and open space, or roduce incompatible landscape features or plant material that destroys or impairs significant views or v as within the North Ocean Boulevard Overlay District? Yes No Explain: IV.B.4. How is the design consistent with the A1A Landscape Enhanceme . Project? IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impac •ossible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a. Demolition Permit IV.C.1. When are the existing structures to be demolished? AS SOON AS THE PLANS ARE APPROVED BY GULFSTREAM IV.C.2. When are the proposed structures to be constructed? AFTER BUILDING PERMIT HAS BEEN AWARDED IV.C.3. What is the landmark status of the structures to be demolished? NONE D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: N/A IV.D.2. Describe the need and justification for the removal/relocation: N/A IV.D.3. How is the removal from the project site of vegetation to be mitigated: N/A IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land,clearing and constriction activities and thereafter? WILL PROVIDE ORANGE MESH AND STAKE BARRIERS FOR MATERIALS TO BE RELOCATED. V IV.D,5. What replacement materials are proposed? N/A Application for Development Approval, Form ADA.32000 Page 4 February 2002 `' . - ,....uvGl II E. Projects Requiring a Special Exception. O c!� o_ -o CI IV.E.1. Is the proposed use a permitted special exception use? 0 Yes El No Code Section: co 4 trn 1V.E.2. How Is the use designed, located and proposed to be operated so that the public health, safety kS 4-0 welfare, and morals will be protected? f IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? 0 Yes El No Explain. IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? IV.E.5. What landscaping and screening are provided? PLEASE SEE LANDSCAPE PLANS. IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? El Yes 0 No Explain. F. Non -Residential Projects and Residential Projects of Greater than 2 Units F.1. If common area facilities are to be provided, describe them and how they are to be maintained. iV.F.2. if recreation facilities are • be provided, describe them and their potential impacts on surrounding properties. iV.F.3. For each of the following, list the number provided and their di -nsions. Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways/Aisles: Application for Development Approval Form ADA.32000 Page 5 Town of Gulf Stream Ike SF;o 1pe,0 fG icy G. Projects Requiring a Variance (code Section 66-150 through 157) 0(0, IV.G.1. rom what specific Zoning Code regulation is a variance requested? Fz IV.G.2. What do; s the Zoning Code require for this specific site? IV.G.3. What is propose IV.G.4. What is the total var nce requested? IV.G.5. The following 8 man• story variance findings from Section 66-154, must be addressed: (Attach additional sheet if neces .ry.) (1) What specific conditions an circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? (2) Did the special conditions and ci'rcumst-races result from the actions of the applicant? Yes No (3) Will granting the variance confer upon the pplicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures 'n the same zoning district? Yes No Explain: (4) How would a literal interpretation of the provisions of th Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the sam: zoning district under the same terms of the Ordinance and work unnecessary and undue hardship on t e applicant? (5) Is. the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? Yes No Explain: (6) Will granting the variance permit any prohibited use to be established or re -establish -d: Yes No (7) is the requested variance consistent with the goals, policies, and objectives of the futur. Land Use Map of the adopted Comprehensive Plan? Yes No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and nOt be injurious to the area involved or otherwise detrimental to ,the public welfare? Yes N. Explain: Application for Development Approval, Form ADA.32000 Page 6 February 2002 lawn or uulf Stream 4 6 yoP H. Projects Requiring Rezoning 1. What is the Future Land Use designation of the project site? IV.H.2. if the project invo - a rezoning, Zoning Code text change, Future Land Use Map change, Comprehensive Plan to ange, or any combination thereof, please describe the need and justification for the request. PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any additional relevant information regarding the project that was not covered elsewhere on this form or on any of the other materials submitted with the application. Application for Development Approval Form ADA.2000 revised 6/8100 Page 7 &E3O3G3LMali DOG. RM ABV. ACOM. AM. APPROX AL. BD. BLDG. HT. SOOT. CAB. CEA C.1. CLR COL. CONC. COSH. COST. DESK DECOR. DEL. D.F. DIM DIM DN. D.S. DWG. EA. EL. ELEV. EQ EQ. E%FL EX. EXT. EXIST. FF. FLAS H. FLUOR Pi. FIG. GALS. GL. GR. GYP. NB. ABOVE ACOUSTICAL ADJUSTABLE ALUABMNI591 .O APPROUMATE BOARD BUILDING BLOC( BOTTOM CABINET CERAMIC CAST IRON CLEAR COLUMN CONCRETE CONNECTION COUTAVOUT COUNTERSUNK DECORATIVE DETAIL DOUGLASETR DIAMETER DIMENSION DOWN DOWN SPOUT DRAWING EACH ELEVATION ELEVATOR ELECTRICAL EQUAL EXHAUST EXPANSION EXTERIOR EXISTING FINISH FLOOR FLASHING FLUORESCENT FOOT/FEET FOOTING GAUGE GALVANIZED GLASS GRADE GYPSUM HOSE BIfB H.C. HOLLOW CORE HDWD. HARDWOOD HOWE HARDWARE HGT. HEIGHT HORIZ. HORIZONTAL ID. INSIDE DIAMETER INCA.. INCANDESCENT INSUL INSULATION OUT. INTERIOR IT. JOINS LAM LAMINATE LAY. LAVATORY LOC. LOCATION MAX. MAXMNM MECH. MECHANICAL MET. METAL MEIL MANUFACTURER MIN. MDMAUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MID. MOUNTED MRA. ?MILTON N.I.C. NOTTS CONTRACT NO. NUMBER N.T.S. NOT TO SCALE O.A. OVERALL OBS. OBSCURE O.C. ON CENTER O.D. OUTSIDE DIAMETER OFF. OFFICE OPNG. OPENING OPT. OPPOSITE PL PLATE PLAN. PLASTER PLYWD. PLYWOOD PR PAIR PRCST. PRECAST P.T. PRESSURE TREATED PIN. N QUARRY Q.T. QUARRY TILE RAD. RADIUS RETNF. REINFORCE REQ. REQUIRED RM ROOM RO. RWD. A0.'.L. DA SCFIED. S ST. TOR TRUCi. LISP. EEL TEL T0. O.C. O.FR OL. O.P. O.PL. O.N. VERT. VEST. W/ W. w.c. WD WDW. W.H. W'SR. Wi. SYF03. A S P ROUGH OPENING REDWOOD RAM WATER LEADER SOL. CORE SCHEDULE SHEET POAAR SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TOP OF CURB TELEPHONE TONGUE AND GROUSE THICK TOP OF CHIMNEY TOP OF FRAMING TOP OF LEDGER TOP OF PLATE TOP OF PLATE TYPICAL UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VERTICALS.. WITH WITHOUT WOODCLOSET 'ODD WINDOW WATER HEATER WAINSCOT WEIGH SYMBOLS AND .GLE T C LINE DI AMETER OR ROUND POUN D OR NLTNIDER D) WOOOGv] TV G�Lap PngglEC4 VEIN ARCHITECT: RANDALL STOFFT ARCHITECTS 42 NORTH SWINTON AVE., SURE 1 DELRAY BEACH, FLORIDA 33444 TEL: 561.243.0799 CONTACT: FREDY POLANIA EMAIL: FREDV@STOFFT.COM LANDSCAPE ARCHITECT AGTLAND LANDSCAPE ARCHITECTURE 132 NORTH SWINTON AVE DELRAY BEACH, FLORIDA 31444 TEL: 561 27135050 CONTACT: CAROL PEREZ EMAIL: oarol@a811and.wm SURVEYOR CAULFIELD& WHEELER, INC 7900 GLADES ROAD SUITE 100 BOCA RATON, FLORIDA 33434 TEL: 561.392.1581 CONTACT: JEFF WAGNER EMAIL: 1wa9Mr54G1aaa9C.wm O FRONT ELEVATION PROJECT LOCATION O21MODC=Eiruz OODC= IMG=OO RGEAMCDH ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2017 FBC RESIDENTIAL 1. ALL DOORS AND WI NOOKS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL MEET THE REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4501.17.1.8. 2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL ARE TO BE SELF CLOSING AND SELF LATCHING. LATCH MECHANISM SHALL BE MOUNTED AT 54- A.F.F. (MIN). 3. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. OOM4G M©E O ©J ROCIUM0 KpCEOOG=DOGQ4DOGY1T, G\R D C C=HCO3LQd DIEWOG3RRIEO�J4% ARCHITECTS STATUS: A THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS INONECCON WITH THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENT. THE ARCHITECT SHALL NOTHE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY OE.. AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK CODES: A ALL CODES HAVING ISD R ICIION SHALL BE OBSERVED STRICTLY M THE ST CONRUCTION OF THE PROJECT. INCLUDING ALL APPLICABLE STATE, ray AND COUNTY BUILDING, ZONING. ELECTRICAL PLUMBING, LIFE SAFETY CODES. DIS CREPANCY SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AC131&14 EDITION). (AMERICAN INSTTJT: OF STEEL CONSTRUCTION)AISC ASD/13A EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI540.13/ASCE 5-IA?MS 40.32 RETIRING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSPNFOPA NDS3M5). B THESE PLANS AS DRAWN AND NOTD, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE CONTRACTOR SHALL FAMILIARIZE HIMSELF WEIR THE GOVERNING CODE IN PP5 ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE PERMITS: A THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECFI V E COSTS JOB CONDITIONS: A THE CONTRACTOR SHALL VISTA THE PROJECT SITE PRIOR TO SUBMTITAL OF BID AND / OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDTONS WTDI THECONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACM. ES B. DIMENSIONS AND NOTES SHALL TAKEPRECPDENCE OVER SCALE AND GRAPHICS. DO NOT SCALE DRAWINGS. C. IF WORK IS BEING PERFORMED MAN EXISTING BUILDING AND /OR AS AN ADDITION OR ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDTONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ANDELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE OUSTING CONDEMNS AND CONSTRUCTION DOCUMENT'S SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERSTO INSURE THAT THE WORK, WHIN COMPLETED WILL BEN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENT'S. C. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NONSTRUCTURAL MEMBERS DURING CONSTRUCTION. WORK NECESSARY TO COMPLETE CONSTRUCTION: A IT IS THE PURPOSE OF.FEE PIANS AND SPECIFICATIONS TODESCR®EA COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED 'SLIM (NOT IN CONTRACT) CLEAN UP / REPAIR: A THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. B. THE CONTRACTOR SHALL REPAIR AND /OR REPLACE ALL ITEMS DAMAGED BY THE PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO MATCH ADJACENT AREAS AND SURFACES. CLIMATE & GEOGRAPHIC DESIGN CRITERIA: A PER 2017 FBC-RESIDENTIAL, TABLE R301.2(I). 'SUBJECT TO DAMAGE FROM WEATHERING IS CLASSIFIED AS 'NEGLIGIBLE. TERMITE DAMAGE IS CLASSIFIED AS VERY PRATT'. SEE ADDITIONAL NOTES UNDER EARTHWORK. EARTH WORK: A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND GEOLOGICAL REPORTS. B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL BEARING CAPACITY OF 2500 PST. FINAL WRITTEN V'ERTCATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. D. SOIL SHALL BE COMPACTED TO 95H. MODSIED PROCTOR (ASTM D1557) TO A DISTANCE OF 5 FEET BEVONDALL BURRING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT/ENGMEER. E FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D24B769 (75) WITH LESS THAN 12Y. PASSING 2W SIEVE FILL MATERIAL SHALL BE PLACED M LIFTS OF NOT MORE THAN 12' AND COMPACTED AS ABOVE. F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1 816 OF THE FL BUDDING CODE 2017. CONCRETE: A GENERAL ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND REQUIREMENTS OF ACT. 118-14. B. PORTLAND CEMENT: AST. C-150 TYPES I ORR. LOW ALKALI, SILL TESTED AND CUR SHED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 02 PERCENT. C. WATER: FROM OMFSTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC OR OTHER DELETERIOUS MATERIALS. O. AGGREGATES ASTM C.l3 FOR SLABS ON GRADE. E. SAND: AST? C-33 FOR SLABS ON GRADE. F. FOUNDATIONS: INSTALL AS INCLUDED M THESE DWG'S. OR AS AMENDED BY THE FINAL SOILS REPORT. G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL POLYETHYLENE H. CONCRETE SHALL BE READY MIX & HAVE MINIMUM COMPRESSIVE STRENGTH OF 2.500 PSI FOR FOOTINGS & SLABS ON GRADE & 1,000 PSI FOR BEAMS. COLUMNS AT28 DAYS. ALL CONCRETE WORK SHALL COMPLY IV/ THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318914) THE AC1 DETAILING MANUAL (ACI 315/LATEST EDITION). AND THE SPECS. FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WIT ASTM A-155, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE LAP ALL W WF A MINIMUM OF6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO AST? DESIGNATION A615 GRADER.. LAP ALL BARS MINIMUM 48 DM. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. REINFORCING STEEL: A ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' PUBLISHED BY TIE AMERICAN CONCRETE INSTTUTE, EXCEPT WHERE MORE EXACTING REQUIREMENTS ARE SPECIFIED? THE CONTRACT DOCUMENTS. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL • SLAB ON VAPOR BARRER X (ELEVATED 1 )5'I • BEAMS AND COLUMNS 112 • • FORMED CONCRETE BELOW GRADE 2 ' UNFORMED BELOW GRADE T • FOOTING CLEAR AT BOTTOM 8 SIDES YCIEAR OF TOP E • WALLS 2• CLEAR OUTSIDE FACE, 112• CLEAR INSIDE • SLABS 314• CLEAR AT TOP (INTERIOR), 1X• CLEAR AT TOP(EXTERtOR) • BEAMS 1 Sr CLEAR TO STIRRUPS • COLUMNS 1 DE CLEAR TO TES C. REINFORCING MESH ONGRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY WELDED WIRE FABRIC. SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. D. GENERAL BEAM NOTES: 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. 2) BUNDLE ALL STIR BEAM TOP BARS IN PAIRS OVER SUPPORT W/TOP BARS FROM ADI. BEAMS. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADI. STIR BEAM PER STANDARD AST., BENDING DIAGRAM. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" M..)TO FR BLOCK WORK AND WINDOW OFITTR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX BEAM DEPTH)& ADD 245 BOTTOM, IF DROP EXCEEDS 8' U.N.O. ON PLANS. 6) All ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O. TRUSSES: A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN NATURE HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST RENEW PROPOSED CHANGES AND MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHTTECT FOR REVIEW PRIOR TO POURING OF FOUNDATION. B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BYA PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS FABRICATOR TO PROVIDE PREFABRICATED HANGERS AS REQUIRED. C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WIH THE FOLLOWING STANDARDS. D. DESIGN SPECIFICATIONS FOR METAL PIATB CONNECTED WOOD ROOF TRUSSES PER TAT I-2007; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD TRUSSES PER PCT 80; HANDLING. INSTALIATMG, RESTRAINING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PER RCM 2013 EDITION CONCRETE UNIT MASONRY: A THIS PROJECT IS DESIGNED AS ENGINEEREDUNPI MASONRY. STRUCTURAL DESIGN SHALL BEM ACCORDANCE WITH ACI 530.13/ASCE 5-13/TMS 402-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE IN WALL REDJFORCTNG. LAP HORIZONTAL RENFORCING A MINIMUM OF I8" AROUND CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT REINFORCING. C. FOUNDATIONDOWES: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO VERTICAL TO ALIGN WITH BLOCK CORE 0. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL AFTER CLEANING AND INSPECTION. E. MASONRY UNITS SHALL BE AST. C-90 TYPE D WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM MOH STRENGTH BESET STEEL CONFORMING TO ASTM DESIGNATION A615 GRADE 60. F. ALL MORTAR SHALL BE TYPES M ACCORDANCE WM... SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH 1S REQUIRED FOR THIS PROJECT. G. GROUT SHALL BEA 0100 SLUMPMIX (e"-11') IN ACCORDANCE WITH AST? SPECTCATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY)AT EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST & IND FLOOR TIE BEAMS. CONSTRUCTION SHALL BE M ACCORDANCE WITH THE "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION UPLOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION. ST RUCTURAL STEEL: A WORKMANSHIP. WORK SHALL COMPLY WITH A.I.S. C. LRFD 13TH EDITION, UNLESS MORE EXACTING REQUIRPMINTS ARE SPECIFIED M THE CONTRACT DOCUMENTS. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED M ACCORDANCE WITH THE LATESTAISC CODE STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION AM. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B (EY=46KSi). ALL STEEL TO HAVE A SHOP NAT OF RUST INHIBITIVE PAINT ALL SHOP AND FLED WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCETY'S STANDARD QUALIFICATION PROCEDIRE"(ASSADI.), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE ETOXX ELECTRODES. ROUGH CARPENTRY: A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED CANTILEVERED BEAMS SHALL BE INSTALLED WITH CROWN DOWN. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE C. PROVIDE 4'X4' POSTS OR (2) 2'X4' STUDS MINIMUM UNDER ALL BEAMS AND HEADERS UNLESS OTHERWISE NOTED. D. ALL SUB -SILLS. OVER PA' IN LENGTH SHALL BE DOUBLE 2"X4'A E. DOUBLE 2"X41, SPIKED TOGETHER w/ 16dS R 5' 0/C STAGGERED MAY BE USED IN LIEU OF 4'X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, HAVEAN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR SEAT. G. BUILDING PAPER: FEDERAL SPECIFICATIONS EU-B-790. INSTALL UNDER ROOFING AND TRIM AND CAREFULLY APPLY SO AS TO FORMA WATERTIGHT MEMBRANE EACH COURSE OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6' MINIMUM. WHERE PAPER MEETS ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT THE. PASSAGE OF WATER BEHIND THE FRAME INSTALL SERA KRAFT PAPER AT EXTERIOR DOORS AND WINDOW FRAMES. H. ALL HEARING PARTITIONS SHALL BE SECURER TO ADJACENT PARTITIONS, AND SHALL HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS,CORNERS AND EACH SIDE OF ALL WINDOW AND DOOR OPE... L ROOF SHEATHING: 19/32' THICK STANDARD PLYWOOD SHEATHING. LMERIOR GLUE, CD ORADEAPLY, HIDES 2N0, APA GRADE TRADEMARK...APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS J. HANGERS, FRAMING ANCHORSANDFASTENERS: STAMPED MADFABRICATED STEEL OFTHE TYPE INDICATED, NABS TO BE THOSE FURNISHED OR RECOMMENDED BY MANUFACTURER FOR THIS SPECITCUSE. NAILS SHALL BE FULLY DRIVEN MALL ROLES IN THE ANCHORALL HANGERS AND ANCHORS SHALL BE GALVANIZED. K DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES MOTTO EXCEED 1,000S/F. M ATTICS FOR AREAS OVER 3,000 S/F L FIREBLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS. DROP mums, COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS PIPES, DUCTS. CHMNEVS, FLOOR JOISTS OR TRUSSES. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL FABRICATED RAMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION AND COMMENCEMENT OF THE WORK B. CABINET SUPPLIER SHALL PROVIDE (HOP DRAWINGS C. WINDOW ANDDOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SECTION AND DETAILS ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR STUATIONS ELSEWHERE U.NO. PLUMBING FIXTURES: A ALL SHOWER HEADS SHALL PIAVEATTNSCAIDING PROTECTION TIMBER A STRUCTURAL TIMBER TO BE SOUTHERN PINE 42 (MINI STRESS GRADE LUMBER OR APPROVED EQUAL THESIS. ALLOWANCE PROPERTIES AREAS FOLLOWS: • CO =1,150 PSI FV =90 PSI E=1,600.000 PSI AND PRESSURE TREATED FOR USE AGAINST CONCRETE AND MASONRY. B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES AS SPECIFIED BELOW: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL, NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN SPECIFICATION. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL LUMBER MANUFACTURERSASSOOATION, NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS. C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE NAILING WILL NOT BE PERMTITED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. FASTENERS TO BEAN MANUFACTURED BYUSP OR SIISON. D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. E. PLYWOOD PRODUCT STANDARD PS -1 -TI AND RULES FOR DFPA GRADE TRADEMARKS OF AMERICAN PLYWOOD ASSOCIATION. F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A PIECE WDN DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP !STANDARD (C -D) EXT-DFPA, (CC) EXT-DFPA, STRUCTURAL I (OD) EXT-DFPA OR STRUCTURALI (CC) EXT-DFPA. DOORS AND WINDOWS: A DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE 5OIJDCORE NOT LESS THAN IX" TICK OR BE IN COMPLIANCE WITH FBC 716.5.1 WITH A FIRE PROTECTION RATING NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET'S SURFACE AREA SHALL BECLASSIIED AS CATEGORY I AND SHALL BE CAPABLE OF WITHSTANDINGA 150 FOOT-POUND IMPACT TEST. C. DOORS , BATH& SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY RAND SHALL BE CAPABLE OF WITHSTANDING A 400 FOOT-POUND IMPACT TEST 0. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY R GLAZING PRODUCTS. E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE THE FLOOR OF THE TUB OR SHOWER. F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESSOR' WIDE, 24" HIGH AND 5.7 SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAXI PER 2017 FBC-RESIDENTIAL, SECTION 8310. G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THEFT ENERGY CODE. H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES. TRIPLEXES, CONDOMINIUMS AND TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, 1 MhL HAVER LCVOTOPENMGOF NOT LESS THAN 29INCHES. PER 2017 FBC-RESIDENIAL, SECTION 8320.1.1. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 0011 ENERGY CONSERVATION CODE PRESCRIPTIVE REQUIREMENTS INCLUDE: MINIMUM OF R-10 CLG MSUL IN CLIMATE ZONE I, R -l8 MG INSUL IN CLIMATE ZONE 2 MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE I, RES IN CLIMATE ZONE 2. FRAME WALLS A MINIMUM OF R -I3 IN BOTH CLIMATE ZONE 1 &R. VERIFY REQUIRED INSIRATION VALUES TO BE INSTALLED AGAINST FBC ENERGY CONSERVATION..., CALCULATIONS AS SUBMITTED B. ROOF / IRE: THE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY ARCHTECT/DESIGNEA INSTALLATION SHALL BE PER MANUFACTURERS RECOMMENDATIONS AND FLORIDA BUILDING CODE 2017. AT THE COMPLETION OF THE WORK THE CONTRACTOR SHALL FURNISH A ROOFERS WRTTEN GUARANTEE COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT OF THE SAME AT NO COST TO THE OWNER WTHIN WARRANTEE PERIO➢. GULP STREAM ARE l CS COVER SHEET SURVEY MOO FRONT AND REAR RENDERING TR-I TREE DISPOSITION PLAN LP -I LANDSCAPE PLAN A100 SITE PLAN A201A 1ST FLOOR PLAN A202A 2ND FLOOR PLAN A203 ROOF PLAN MOO FRONT AND REAR EXTERIOR ELEVATION A30I LEFT AND RIGHT EXTERIOR ELEVATION ` R /w• i SEp 18 2020 r0wn of Gulf Stream, FZ O N d O REVISIONS BY ''DATE 9/18/2020 10:13'. A UI Job No. 200E1067D (P.B. 24, PG. 73) LOT 15 (P.B. 24, PG. 73) LOT 16 (P.B. 24, PG. 73) ND. NAIL IN CUTOUT N5'49'11"E 2.41' FND. NAIL IN CUTOUT NO I.D. LAKEVIEW DRIVE (30' TOTAL R/W) (P.B. 18, PG. 98) FLOOD ZONE "AE' (ELEV. 6') PROPANE CENTERLINE BRICK PAVER n FLOOD ZONE 'AE" (ELEV. 6') 27.00' BRICK PAVER r - LOT LOT 2 (P.B. 18, PG. 98) ADJACENT RESIDENCE F.F.E. = 6.92 GARAGE = 5.58 LOT 3 (P.B. 18, PG. 98) RESIDENCE F.F.E = 6.42 FLOOD ZONE 'X' (SHADED) � n N843T19'W 144 J3. — LOT 4 (P.B. 18, PG. 98) ADJACENT RESIDENCE F.F.E. = 7.88 GARAGE - 6.98 ALUM. FENCE FLOOD ZONE "X" (SHADED) SCREENED PORCH 4' C.LF. FENCE CORNER 0.271 OF PROPERTY CORNER FLOOD ZONE "0' (SHADED) —r1 FND. I.R.C. 'LB 353 (0.3'8, 0.2'S) FLOOD (UN FLOOD ZONE "X" (UNSHADED) ZONE HADED)� S1' <1 Q u Z VT O o I— H Q I- I- 00 0� J PALM WAY LAKEVIEW DR SITE A/C ALUM. CONC. COVD. EQUIP. F.F.E. FND. F.P.L. GEN. P.B. PG. O.R.B. R/W TYP. NO I.D. LEGEND AIR CONDITIONER ALUMINUM CONCRETE COVERED EQUIPMENT FINISH FLOOR ELEVATION FOUND FLORIDA POWER & LIGHT GENERATOR PLAT BOOK PAGE OFFICIAL RECORDS BOOK RIGHT-OF-WAY TYPICAL NO IDENTIFICATION GRAPHIC SCALE 10 0 5 10 20 ®®ad®nn®v,ede®•®®zv® AT&T RISER ANCHOR BACKFLOW PREVENTER CABLE BOX CATCH BASIN CLEANOUT DRAINAGE MANHOLE ELECTRIC BOX FIRE HYDRANT GAS METER HANDICAP PARKING IRRIGATION CONTROL VALVE LIGHT POLE POWER POLE SANITARY MANHOLE SIGN VALVE WATER METER YARD DRAIN 40 ( IN FEET ) 1 INCH = 10 FT. ' I VE I 4 Srs� 8 20204 Tows of Gulf Stream, F NOTES 1. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA UCENSED PROFESSIONAL LAND SURVEYOR. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS. OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST RIGHT-OF-WAY LINE OF POLO DRIVE AND THE WEST LINE OF LOT 3, REPLAT OF PART OF GULF STREAM PROPERTIES, PLAT BOOK 18, PAGE 98, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEARING NORTH 05'49'11" EAST. 5. THE DESCRIPTION' SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CUENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. BENCHMARK ORIGIN DESCRIPTION: PBC BM "0-315 ELEVATION = 14.080 (NAVD 1988) 9. FLOOD ZONES: "X"(SHADED), "X" (UNSHADED), AND "AE" (EL 6); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 10. PROPERTY ADDRESS: 3247 POLO DRIVE, GULF STREAM, FL 33483 DESCRIPTION LOT 3, REPLAT OF PART OF GULF STREAM PROPERTIES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18, PAGE 98, PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF GULF STREAM. PALM BEACH COUNTY, FLORIDA AND CONTAINING 14,595 SQUARE FEET, OR 0.335 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE; I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 8, 2020. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. PURSUANT TO FLORIDA STATUTES 472.027. JEFFREY R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA - LB #3591 REPLAT OF PART OF GULF 0 vi LLJ F- LLJ 0_ 0 it 2 LLJ BOUNDARY SURVEY DATE SEP 2020 DRAWN BY 0000 F.B./ PG. ELEC. SCALE 1"=10' JOB f 9049 SHT.NO. 1 OF 1 SHEETS REVISIONS BY DATE O FRONT ELEVATION 4 MAX. ROOF HEIGHT EL.+30'-0" A.F.F. _ ..... .. . :.. . . ..:... . . T.O.ROOF EL. 27-3" A.F.F. T.O.BEAM EL. 22'-0" A.F.F. T.O.SLAB EL. 13'-0" T.O.BEAM EL. 11'-0" GARAGE LEVEL EL. -1'-0" PRECAST TRIM AND WATER TABLE WINDOW / DOOR FRAMES "BRONZE" BORAL "NATURAL GRAY" (SLATE ROOF TILE) 1/4..1,0" REAR ELEVATION COLUMNS, TRELLIS BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE OUTRIGGERS . CORBALS OC-17 HC -166 HC -168 (FIELD) (COLUMNS / CORBALS) (GARAGE DOOR) ca M Vi 2 w I N LL J LL 0 Z2 0 assii min A Ci NO l` �11111I1Z/Z Z11111111111111111111I111111111111111II11111111111111ZZ" ' 111I1111111111111111I11I1111I1I111I111_�1111I11� f11111111j1fjjllllllllllllllll1111 15'-0" POOL SETBACK 20'O' REM SETBACK EXISTING GUMBO UMBO SOD EXISTING FOXTAIL PALMS ON ADJACENT PROPERTY SOD MA HEDGE ON ADJACCENT PROPERTY SOD 30,0T FRONT SETBACK / DRIVEWAY O TREE DISPOSITION PLAN 1 118._1.,0. EXISTING GUMBO LIMBO R 10- RECrIWED SEP 18 20211 Town of Gulf Stream, FL AGT LANDSCAPE ARCHITECTURE LAND 132 NORTH SWINTON AVENUE DELRAY BEACH, FL 33444 T (581) 276-5050 F (561) 276-8777 www.agtland.com TREES AFFECTED BY CONSTRUCTION NO. NAME SIZE DISPOSITION NOTES 1 FICUS STUMP 4' DBH, 10' HT. REMOVE NO CANOPY —TRUNK DAMAGE FROM BEES OR ROT 2 GUMBO UMBO 14" DBH, 25' HT. 25' SPR. REMAIN GOOD CONDITION 3 SEAGRAPE 36' DBH, 20' HT., 15' SPR. REMOVE CONFLICT WITH CONSTRUCTION 4 ARECA PALM 6' DBH, 25' HT. 20' SPR. REMOVE OVERGROWN AND CONFLICT WITH CONTRUCTION 5 BLACK OUVE 20" ORB, 40' HT. 40' SPR. REMOVE CONFLICT WITH CONSTRUCTION 6 COCONUT PALM 18' OW, 25' HT. RELOCATE FAR CONDITION 7 MANGO 1B' DBH, 30' HT., 25' SPR. REMOVE TRUNK DAMAGE AND CONFLICT WITH CONSTRUCTION 8 DOUBLE ADONIDIA 15' GW, 20' HT. RELOCATE FAIR CONDITION 9 SEAGRAPE 12" DOH, 20' HT.. 15' SPR. REMOVE LEANING TRUNK, POOR CONDITION UNDER POWERUNES 10 SCHEFFLERA 30' HT. REMOVE INVASIVE SPECIES 11 GUMBO UMBO 15' GW. 20' HT. REMAIN GOOD CONDITION PIANOS FENCING (BY TENSAR OR OTHER APPROVED EQUAL) AROUND TRANS TREES AND TREE CLUMPS TO REMAIN ON SITE N ANY AREAS WITHIN THE LIMITS OF CONSTRUCTION. BARRIER SHALL BE PLACED AT THE E OF THE DRIPl1NE OF THE THE TREE CANOPY OR AS FAR FROM THE TREE N POSSIBLE WHERE THE CANOPY OVERHANGS PAVEMENT THAT Is TO REMAIN. BARRIER SHALL BE MAINTAINED N AN UPRIGHT POSRION AT.. TREE PROTECTION DETAIL N T.N. TREE PROTECTION NOTE MI existing trees and shrubs to remoln in place shall be protected from damage by machinery by installing temporary tree protection fence and installed as indicated on plan. Suitable tree protection methods shall be approved by the City. TREE RELOCATION AND PROTECTION NOTES 1. All ON.. to be relocated to be tagged in held with orange tree tape 2 Tree relowtbn areas to be edectltiy dewed and wet at final design grade prim la general Mt. Gearing and grubbing and according to city code moulrenents 3. Thirty -8A (JO) Palm and zero (0) Tee b be tagged and shall be relocated on she 4. If Ramble all relocations to be done by g0' tree spade. If reoaton by be. epode le not Naoble. Mm hand Agana .di be reached 5. Tree 000 tooi be coardinat.0 with general contractor on .ne to ns 6. Identify all underground u00nUe prior to ON. relocation 7. Temporary automat,. watering .yeten to be In place prior to wnmoncennl 8. Relocated ON.. to be eat at final deign grade 9. All riowt.d bee. to Ae 0,1.0.0 on a doiy 505* n a. to 0,09,1,9, a permanmRy md.l root ball 1000 bas I...t.Nleh.0 10. Ad existing trees and shrub. to remain In plow EMI be patected from domes. by machinery by installing temporary tree protection fence and IneINsed os 9,1001.0 on plan Suitable beoi praledlan m.Mod. .6011 be grprowd by the City. 11. Trees ow four Inches n coil, ten are M be reloasted 001 b• mat pruned 12 Tree p0.0bh y planted to abut whiwlas use arose and the pwlmet.r or Me ni.0ng bullding ond which regllre removal far the pr000.ed Mt* Impronmmte. MIMI be mitigated on a one -fm -arm LAWN 13. Trees growing naturally on Me ell; which are not growing as volunteer undereta 0 tree. wish poem canopy and which waube removal for Me prapa..Its keep avwnent.. Mall be mitigated on a caller Inch basis. 14. Trees Pawing naturally on the she 0e volunteer undewtary tree alt, pow canary. m Mat are invasive vatic species and .high require remavd for the proposed site Improvement; .hall not be mitigated. li EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED EXISTING TREE TO BE RELOCATED DESIGN DEVELOPMENT - NOT FOR CONSTRUCTION 09-09-20 REVISIONS BY DATE Job No. 2008067D POD2 PRI N PEP xx PR3 PLANT LIST KEY QTY PLANT AND SPECIFICATION TREES AND PALMS +• N BS Bursera simboruba (Gumbo Limbo) 14' ht., character branching CB 1 Cassia javanica (Pink Cassia tree) 10' ht., 5' spr., full canopy CN 4 Cocos nucifera 'Maypan' (Coconut Palm) 5-8' c.w. hts., 20-25' o.a. ht., heavy CM 8 Caryota mitis (Fishtail Palm) 12' ht., 6' a.c. full to base, matched for screening LJ 2 Ligustrum jajonicum (Japanese Privet) 8-10' ht., 5 spr., full canopy PE3 2 Pychosperma elegans (Alexander Palm) 18' ht., triples, matched full 10 Sabel Palmetto (Sabel Polm) 4014', 4018, 2 0 22' oa hts. 6 Veitchia montgomeryana (Montgomery Palm) 16' ht., 8' c.t., matched full 3 Wodyetia bifurcate (Festal! Palm) 16' ht., 8' g.w., matched full SP VM WB KEY OTY PLANT AND SPECIFICATION SHRUBS, GROUNDCOVERS AND ACCENTS ALO ANN ALV BEG BOU BRO N CHR +• N CLU CRO ED ED2 xx FGI GAR 12 Alocacia portadora 4.' ht., full, matched 20 Flowering Annuals (Per Season) 4" pot, 12" spr., 12" o.c., per owner & L.A. 7 Alpinia z. 'Variegate' (Variegated Shell Ginger) 24" ht., 24" spr., full 8 Begonia odorata 'alba' (White Angel Wing Begonia) 18 ht., 18" spr., full, not shade —grown 4 Bougainvillea s. 'Purple' (Bougainvillea Vine) 6' ht., train to trellis, full 2 Bromeliade spp. (Silver Bromeliad) 16"-20" spr., 105 Chrysobalanus icaco (Cocoplum) 24" ht., 24" spr., full, 2' o.c. 53 Clusla guttifera (Small Leaf Clusia) 5' ht., 30" spr., 30" o.c. 18 Croton 'Mammey (Mammey Croton) 18" ht., 16" spr., full 2 Elaeocarpus decipiens (Japanese Blueberry) 6' ht., 3' spr., standard, full, matched 5 Elaeocarpus deciplens (Japanese Blueberry) 10' ht., 5' spr., standard, full, matched 157 Ficus microcarpa. 'Green Island' (Ficus Green Island) 14" ht., 14" spr., full, 18" o.c. 2 Garcinia spicota (Garcinia) 6' ht., full to ground, matched IXD 9 Nora coccinea 'Maui Yellow' (Yellow Ixora) 16" ht., 16" spr., full, 18" o.c. JAS 50 Josminum multiflorum (Downy Jasmine) 18" ht., 18" spr., 18" o.c. UR 60 Liriope muscari 'Big Blue' (Big Blue Liriope) 12" ht., 12" spr., full, 12" o.c. MON 3 Monsters delicloso (Monsters Plant) 30" ht., 30" spr., MUS 2 Musseanda spp. (Pink Musseanda) 5' ht., 5' spr., matched PHI 30 Philodendron 'Burle Marx' (Burle Marx Philodendron) 14" ht., 14" spr., 18" o.c. POD 54 Podocarpus macrophyllum (Podocarpus) 4' ht., 20" spr., full, 24" o.c. 26 Podocarpus macrophyilum (Podocarpus) 6' ht., 24" spr., full, 24" o.c. 139 Podocarpus spp. 'Pringles (Pringles Podocarpus) 18" ht., 18" spr., 18" o.c. 60 Peperomla obtusifolla (Peperomia) 6" ht., 6" spr., full, 12" o.c. Phoenix roebellenli (Dwarf Date Palm) 6' ht., triple RHA 1 Rhapis excelsa (Lady Palm) 48" ht., full SIR 2 Strelitzia regia (Bird of Paradise) 30" ht., 30" spr. full clump TRA 130 Trachelospermum asiaticum (Asiatic Jasmine) 4" ht., 8" spr., 12" o.c. SOD St. Augustin Floritcm sod Contractor to determine quantity. MULCH 3" of Non —Cypress Mulch Contractor to determine quantity. •• DENOTES DROUGHT TOLERANT N DENOTES NATIVE SPECIES NOTES All plant material to be Florida /1 or better. Sod to be St. Augustine 'Florotam', contractor to determine quantity. All sod and landscape to receive 1000 coverage from automatic krigotion system using approved water source. Contractor responsible far all conditions and landscape specifications attached to this plant list Plan and specifications shall be considered Contract Documents Mulch, topsoil, and fertilizer to be applied according to specifications 111I.11111.� 11 O EXISTING GUMBO UMBO 3 SOD Sit r, f vi .} v.}br r , "\ rt SPECIFICATIONS NOMENCLATURE NI plant material used shall be true to name and size in conformity with the Florida Nurserymen's Grades and Standards 2015, and shall be Florida Grade /1 or better. Plants which do not meet specifications will not be accepted. PLANT USTS: Quantities, sizes, and location of plants veil be determined by plan and plant lists. Sze of plant shall take precedent over container size. Spacing of ground covers veil be determined by plant lists. Quantifies shown an plant lists are to be used as a guideline only. Contractor nil be respansble for verification of actual quantities called for on plans. Discrepancies should be brought to the attention of the Landscape Architect SUBSDTUDOt1S: Na substitutions shall be accepted without consent of Landscape Architect Any intended substitutions shall be detailed on the bid. PLANTING SOIL Tccppson shall be dean, sterile, and free of debris or other foreign material. Trees and palms shall be planted with a min. of B" topsoil (50% muck, 50S sand) on sides and bottom of root bgll. Rooted wttngs shall be planted in beds with a min. of 4" of tassel worked into the top 6 of existing soil FERIlUZ03: Palm and Tropical fertl'aer (12-4-12) or approved equal shall be applied after planting and prior to mulching per manufacturers recommended applicaUan rates. MULCH: Ni trees shall be mulched with 3" of ppproved shredded mulch in a 3 foot dia. circle. All shrubs and groundcaver beds shall be mulched with 3 of approved shredded mulch n beds shown on plan or in beds 3' wide for hedges. Mulch should be Grade 'A' unless otherwise approved. 111111,1111111111111111 LANDSCAPE PLAN 1/8,1,0' EXISTING FOXTAIL PALMS ON ADJACENT PROPERTY 11111111111 PLANTING PROCEDURE All plants shall be planted at soil levels at which they were previously grown. Shrub and hedge material shall be planted a min. 2' away from walls or other obstructions Material with a mature size greater than any overhangs shall be planted away from overhangs so as not to bipeds the natural growth habit. Saba! Palms are to be planted directly in sand. If necessary, excavate through any compacted building subgrade to undisturbed son and badchll with planting vol. WATERING: All plant material shall be watered is thoroughly after installation so as to remove all an pockets 862 material shall be watered every day far a minimum one week period and thereafter so as to keep continually moist until final acceptance of the landscape installation. Contractor shall notify owner of other watering requirements after installation. CUING: All bees B' or taller shall be guyed or staked to provide ample support such that the material veil stay straight and true through the guarantee period. Methods used will be such that no njury is caused to plants. Guying shall be done at the option of the Contractor unless specifically requested by the Landscape Architect, however, Contractor shall still be responsible for all trees and palms remaining straight and true throughout the guarantee period. 500: Sod shall be dense, green, and well rooted, and free of debris, weeds, objectionable grasses, disease, or injurious insects. A camplete 6-6-6 fetlizer shah be spread at a rate of 5 lbs. per 1000 sq. ft. Sod shall be watered to a depth of f" after laying. Al areas to be sodded shall be raced smooth and all debris removed prior to installation. GUARANTEE Al plant materials shalt be guaranteed for 1 year after completion of project Palms are to be guaranteed far 1 year. Guarantee applies to health, position, and size Replacement cost nil be curried by Contractor. 30,01 FRONT SETBACK DRIVEWAY REctivro SEP 18 2073 rnwn ©'f Gulf Sitr AGT 0 LAND" LANDSCAPE ARCHITECTURE 0 C) 0 132 NORTH SMNTON AVENUE DELRAY BEACH. FL 33444 T (561) 276-5050 F (561) 276-8777 .oglland.aom EXISTING HEDGE ON ADJACENT PROPERTY 1 CE EXISTING GUMBO UMBO 2 0` ■I=Mm=I •�_ CC:_ •—•_-_ ••—mom -_ Job No. 20080670 0 to PAWN11411114 soneP414 S8037±19 RAINFALL RETENTION CALCULATION USING RATIONAL METHOD (Q=CiA) C= 1.0 IMPERVIOUS AREA C. OI PERVIOUS AREA i=YIHL W\/ SITE PLAN 18' IMPERVIOUS 7,372 SF (1.0 X 2"/HR X I R/12 in)= 1,228 C.F. PERVIOUS 7,22.2.75 SF (1 X 2"/FR X I ft/ 12 in) = 240 CF. SITE 14,594.75 SF -RETENTION REQUIRED — 1,468 C.F. PROPOSED RETENTION (585+475+252+225)= 1537 C.F. =0K RECEIVED SEP 22 2020 Town of Gulf Stream;, FL PROJECT LOCATION SITE PLAN 100 SERIES KEY NOTE LEGEND CB POOL / SPA - SEPARATE PERMIT (BY OTHERS - SEE POOL DRAWINGS) 102 HANDSCAPE/LANDSCAPING- REFER TO LANDSCAPE PLANS 103 4' HIGH LOW WALL/FENCE & GATE• REFER TO SHOP DRAWINGS 104 OUTDOOR LIVING - REFER TO FLOOR PLAN PROPERTY LINE 103 GENERATOR LOCATION REFER TO MEP DRAWINGS 107 CONDENSER UNIT LOCATION- REFER TO MEP DRAWINGS LOB BUILDING SETBACK LINE 107 POOL SETBACK LIVE 115 116 MECHANICAL EQUIPMENT SETBACK NEW DRIVEWAY EXISTING MAILBOX LOCATION NEW RESIDENCE - REFER TO FLOOR PLAN GARAGE - REFER TO FLOOR PLAN OPEN TRELLIS BYIHARDIE BOYS OR EQUAL OUTLINE OF CANTILEVERED TERRACE REFER TO PLAN AND ELEVATIONS SITE PLAN GENERAL NOTES: I. G.C. TO COORDINATE THE REMOVAL OF EXISTING VEGETATION AS REQUIRED. 2 ALL DOORS & WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHAT I MEET THIN RESIDENTIAL POOL SAFETY ACT. 3. ALL SCREEN DOORS ARE TO BE SELF LATCHING AND SELF CLOSING. LATCH MECHANISM SHALL ME MOUNTED ®54. 4. ALARMS SHALL ALSO BE INSTALLED ON SCREEN DOORS. G.C. TO VERIFY THAT All EXISTS TO THE BACKYARD MEET SWIMMING POOL SAFETY ACT. 5. G.C. TO VERIFY ALL EXISTING CONDITIONS ON SITE PRIOR TO COMMENCMENT OF CONSTRUCTION. NOT ALL EXISTING CONDHIONS ARE NECESSARILY SHOWN ONTHHS PLAN. 6. SEE SURVEY FOR EXISTING CONDITIONS. G.C. TO VERIFY WET WALL. LOCATION WITH SURVEY COMPANY AS REQUIRED. 7. REFER TO LANDSCAPE ARCHITECT'S DRAWINGS FOR INFORMATION ON THE POOL. 8. REFER TO SITE DRAINAGE PLAN BY CIVIL.ENGINFFR FOR PROPOSED SITE ELEVATIONS, GRADING, ETC. FAR CALCULATION 2ND FLOOR BALCONY A/C• 1ST FLOOR A/C -2ND FLOOR COVERED ENTRY GARAGE (2 CAR) LANAI AREA TOTAL 67 SF 2694 SF 1107 SF 27 SF 377 SF 472 SF 4944 SF COVERED AREAS 2ND FLOOR BALCONY COVERED ENTRY LANAI AREA TOTAL 67 SF 27 SF 472 SF 567 SF A/C AREA CALCULATION A/C- 1ST FLOOR A/C -2ND FLOOR TOTAL 2694 SF 1107 SF 3800 SF NON A/C AREA CALCULATION 2ND FLOOR BALCONY COVERED ENTRY GARAGE (2 CAR) LANAI AREA TOTAL: 67 SF 27 SF 577 SF 472 SF 1144 SF 1ST FLOOR AREA A/C - 1ST FLOOR COVERED ENTRY GARAGE (2 CAR) LANAI AREA TOTAL 2694 SF 27 SF 577 SF 472 SF 3770 SF 2ND FLOOR AREA 2ND FLOOR BALCONY A/C -2ND FLOOR TERRACE VI TOTAL 67 SF 1107 SF 121SF 1295 SF IMPERVIOUS AREA CALCULATION A/C -1ST FLOOR AC PAD COVERED ENTRY GARAGE (2 CAR) GENREATOR PAD HANDSCAPE LANAI AREA OUTDOOR LIVING POOL EQUIP PAD TOTAL LOT SIZE: 14594.13 57,55 FRET MAIDAN OPEN SPACE 40% - 5,6379 8T'. P➢O.=5631%-OIL 2694 SF SE SF 27 SF 577 SF 24 SF 1672 SF 472 SF 1834 SF 21 SF 7372 SF TOWN OF GULF STREAM SUBMITTAL 09-17-20 LOT AREA- 14,594.75 SQUARE FEET MAXIMUM FAR .4,816 S.F. SETBACKS FRONT 30' SIDE 30% OF LOT WIDTH (MN. 15') REAR 20' FAR. CALCULATIONS TOTAL LOT AREA DRY (EFFECTIVE) AREA FIRST 20,000 S.F. • 33% = NEXT OSF.• 20%= 14,594.75 SF 14,594.75 SF 4,816 SF O SF MAXIMUM FAR PERMITTED 4,816 SF TOWN OF GULF STREAM AREA CALCULATIONS GROSS LOT AREA 14,594.75 S.F. EFFECTIVE LOT AREA 14,594.75 S.F. FAR. CALCULATIONS REQUIRED PROPOSED TOTAL - A/C AREA 3,800 SF NON A/C AREAS & COVERED PORCHES, OVERHANGS OVER 2.51 1,144 SF AWNINGS OVER 3' & SCREEN ENCL©50% OSF TOTAL P.A.R. PROPOSED 4,816 SF MAX 4,755 SF %m "A.14 ERr'''ME I^10745, 4msr.-01 I 1ST FLOOR AREA 3,770 SF 2ND FLOOR PERMITTED 50% OF 1ST FLOOR 1,8763 SF 2ND FLOOR PROPOSED - 34.35% 1,295 SF ADDRESS: 3400 POLO DRIVE, GULF STREAM, FL 33483 BEACH FRONT DISTRICT OVICINITY MAP NTS REVISIONS BY DATE 8 QI E 6 S JIM ming A JOD NO. 200606/0 FL -0011105 FIRM-AA003379 DATE L. r n n n II 1I II I- Ir n n n n n n n II II 1� 1 OUTDOOR LIVING d� 2s. a L BBQ DINING ROOM TOW . ,ra KITCHEN Cabana a Sd Q MASTER BEDROOM (###I GREAT ROOM 2z•a . n. •a UNDRY ROO n•a . as HER CLOSET PANTRY s•�• : es ECHANIC HIS CLOSET . ra ENTRY FOYER rd . ,0•-,0• Master Bath OFFICE Ira a ,SA' s COVERED ENTRY 3 -Para 2 -CAR GARAGE zza x 2z•a 1 25 O ti TOWN OF GULF STREAM SUBMITTAL 09 • se <20: v FIRST FLOOR PLAN REVISIONS BY H w w O 1 Y H O Cip N U 1-4 1 cip O E-4 ts W A a' H '" IS x Ur • fi A Job No.20080670 FL -0011105 FIRM-AA003379 REVISIONS BY DATE COVERED RACE 16-10 TOWN OF GULF STREAM SUBMITTAL o SECOND FLOOR PLAN mom Job No. 2008067D FL 05 FIRM-AA003379 6:12 6:12 r -r ROOF PLAN 200 SERIES KEY NOTE LEGEND 201 GRAY SLAir ME OVER . REFER TO STRUCTURAL DRAWINGS TRUSS DRAAWINGSTURED FOR ADDIS NAL INFORMATION ELOW SLOPE ROOF SYSTEM OPEN TRELLIS BY HARDIE BOYS OR EQUAL aTERRACE BELOW -REFER TO FLOOR PLANS 205 LINE OP UST FLOOR WALL BELOW. REPER TO FLOOR PLANS CRICKET TYPICAL ROOF NOTES 1. THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE LINES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) 2. G.C. SHALL CONFIRM ALL STRUCTURAL COLUMNS AND BEAM SIZE, LOCATION AND REINFORCEMENT WITH STRUCTURAL ENGINEER'S DRAWINGS PRIOR TO CONSTRUCTION. 3. G.C. TO VERIFY POSITIVE SLOPE AT FINISHED FLOOR TO ENSURE PROPER DRAINAGE AT ALL LANAIS, COVERED ENTRY, OUTDOOR LIVING SPACES, BALCONY'S AND GARAGE 4. G.C. TO PROVIDE SUCRASEAL INSULATION AT THE UNDERSIDE OF ALL ROOF SLABS INCLUDING GARAGES, LANAIS AND BALCONIES IF APPLICABLE G.C. TO ALSO PROVIDE MAKE UP AIR EQUAL TO ULTRA AIR ADEQUATE FOR THIS SYSTEM. G.0 TO PROVIDE (2) VENTS INSTALLED INSIDE THE GARAGE OPEN TO THE ATTIC SPACE. 5. REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATION OF COLUMNS AND ADDITIONAL INFORMATION. 6. REFER TO THE REFLECTED CEILING PLAN FOR ALL HEIGHTS, DIMENSIONS AND CEILING DETAILS. 7. G.C. TO COORDAINTE ARCHITECTURAL DRAWINGS WITH INTERIOR DESIGN DRAWINGS FOR EXACT DIMENSION AND CEILING DESIGN. 8. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION ROOF SPECIFICATIONS LOW SOPE ROOF DECK: ALL LOW SLOPE ROOF DECKS ARE TO HAVE BITUMEN ROOFING MEMBRANE (45 MI.. MIN.) THE INSULATION SHALL PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS WITH A MIN. IB• PER FOOT SLOPE. ROOFING MEMBRANE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH A 20 YEAR WARRANTY. -R 7, Sep; /#4,0 ka fGo.s, 1O4 ROOF PLAN REVISIONS BY DATE MEI mom g. 9/212020 4:57:24 P Job No. 2008067D FL -001110S FIRM-AA1703;79 4 MAX. ROOF HEIGHT EL+30'-0" A.F.F. T.O.ROOF EL. 27-3" A.E.F. T.O.BEAM EL. 22P-0" A.F.F. .` T.O.SLAB EL. 13P-0" T.O.BEAM 4 FIRST FLOOR EL. 0P-0" (9.0 NAVD) 4 GARAGE LEVEL EL. -1P-0" 4 MAX ROOF HEIGHT 4 EL.+30,0" A.F.F. T.O.ROOF EL. 27-3" A.F.F. T.O.BEAM EL. 2T-0" A.F.F. 4 T.O.SLAB EL. 13P-0" T.O.BEAM EL. 11P-0" ■l T.O.BEAM EL. 10P-0" A.F.F. 4 FIRST FLOOR EL. 0'-0" (9.0 NAVD) 4 GARAGE LEVEL EL. -1P-0" 15-5' 47.10" 104• 47-10' 15-5' ONT ELEVATION 1B,4' RECE V Ems" SEP 22 2020 rown of Gulf Stream, F( O REAR ELEVATION FRONT WINDOW COVERAGE CALCULATION OVFR413 FRONT ELEVATION 1090 SF 1090 SF FRONT WINDOW COVERAGE CALCULATION GLASS GLASS 10 GLASS II GLASS 12 GLASS 13 H ASS 14 GLASS 15 GLASS 16 GLASS 2 GLASS GLASS GLASS S GLASS 6 GLASS GLASS GLASS TOTAL 204 SF 10 SF 12 SF 12 SF 12 SF 29 SF 7 SF 14 SF 14 SF 16 SF 11 SF 11 SF 16 SF IO SF 10 SF 10 SF 12 SF OVFROI REAR ELEVATION- 1,090 S.F. (30 % MAX ALLOWED 545 SF.) PROVIDE): 204 SF. -18.71% - OK EXTERIOR ELEVATION 300 SERIES KEYNOTE LEGEND aSMOOTH STUCCO FINISH. (PADTICOLGRWBIIEwisp) OPRECAST WATER TABLE DECORATIVE SHUTTER /LOUVERS BY HARBOR BOYS OR EQUAL PAINT: XXXX GRAY SLATE TIE ROOF ffj• ENIEORA ROOF TILE: 'BERMUDA NATURAL GRAY" DECORATIVE OUTRIGGERS / RAFTER TADS 305 BY HARDIE BOYS OR EQUAL PAINT: 10001 306 442" HIGH ALUMINUM GUARDRAIL PAINT: XXXX aPRECAST SILL OHARDIE PLANK SIDING OR APPROVED EQUAL PAINT:3000C EWOOD DOORW/OVEESSEADUGHT DBCORATTVE COLUMNS BY HARDIE BOYS OR EQUAL PAINT: IMPACT RATED GARAGE DOOR (WOOD FINISH) OE mo PAINT: A.C. COMPRESSOR/GENERATOR/EQUIPMENT ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD. OPEN TRELLIS BY HARDIE BOYS OR EQUAL DECORATIVE PRECAST BANDING POOL EQUIPMENT -SEE POOL SHOP DRAWINGS REFER TO LANDSCAPE PLAN FOR SCREENING. STUCCO /PRECAST BAND REAR WINDOW COVERAGE CALCULATION OVERALL REAR ELEVATION 1057 SF 1057 SF REAR WINDOW COVERAGE CALCULATION GLASS GLASS 10 GLASS 11 GLASS 12 GLASS 13 GLASS 14 GLASS 15 GLASS 16 GLASS 17 GLASS 2 GLASS 3 GLASS4 GLASS S GLASS 6 GLASS 7 GLASS 8 GLASS 9 TOTAL 10 SF 18 SF 18 BF 13 5F 18 SF 40 SF 40 SF 39 SF 40 SF 49 SF 9SF 10 SF 24 SF 24 SF NSF 18 SF 18 SF 414 SF OVERALL REAR ELEVATION 1,057 ST. (50% MAX ALLOWED 5213 SF.) PROVIDED: 414 SF. - 39.16% - OK 0 N h 09 0 TOWN OF GULF STREAM SUBMITTAL REVISIONS BY DATE DELRAY BEACN1SheetFiI. ZESSIN RESIDENCE A300.dwg. 9121(2020 4:24:59 PM uEll Job No. 2058567D FL -0011105 FIRM -M003379 A iP REVISIONS DATE u MAX. ROOF HEIGHT EL.+30'-0" A.F.A. T.O.ROOF EL. 27'-3" A.F.F. T.O.BEAM EL. 22'-0" A.F.F. T.O.SLAB EL. 13'-0" T.O.BEAM EL. 11'-0" T.O.BEAM EL. 10-0" A.F.F. ItioFIRST FLOOR EL. O'-0" (9.0 NAVD) GARAGE LEVEL EL. -1'-0" MAX. ROOF HEIGHT EL+30'-0" A.F.F. T.O.ROOF EL. 2T-3" A.F.F. $ T.O.BEAM EL. 22'-0" A.F.F. T.O.SLAB EL. 13'-0" T.O.BEAM OLEFT ELEVATION 1 1/4"=1,T r a a a T.O.BEAM /--- 30s — — - - - - - 3t6 302 7 - - - - - - - - 301 1 305 302 1 301 _..:=r 310 — __- EL. 10'-0" A.F.F. FIRST FLOOR•_•T` - 1 - -- _ 307 o RIGHT ELEVATION LEFT WINDOW COVERAGE CALCULATION OVFRAI I LEFT ELEVATION 892 SF 892 SF LEFT WINDOW COVERAGE CALCULATION GLASS 1 GLASS 2 TOTAL 10 SF 10 SF 20 SF OVER AI I REAR ELEVATION = 892 S.F. (50% MAX ALLOWED 446 SO.) PROVIDED: 20 E.F. =2.24% =OK EXTERIOR ELEVATION 300 SERIFS KEYNOTE LEGEND 301 SMOOTH STUCCO FINISH. (PAINFCOWRWHITE WISP) EPRECAST WATER TABLE 303 DECORATIVE SHUTTER /LOUVERS BY HARDIE BOYS OR EQUAL PAINT: =OS GRAY SLATE TILE ROOF l01 FNTEGRA ROOF TIE: "BERMUDA NATURAL GRAY" DECORATIVE OUTRIGGERS /RAFFER TABS �5 BY HARDER BOYS OR EQUAL PAINT: =CC 3,, *42" HIGH ALUMINUM GUARDRAIL PAINT: T:5000 307 PRECAST SILL aHARDIEPLANK SIDING OR APPROVED EQUAL PAINT: XXKK EWOOD DOOR W/ OVERHEAD LIGHT DECORATIVE COLUMNS BY HARDIE BOYS OR EQUAL PAINT: IMPACT RATED GARAGE DOOR (WOOD FINISH) sm co mo as PAINT: AC. COMPRESSOR/GENERATOR/EQUIPMENT ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD. OPEN TRELLIS BY HARDIE BOYS OR EQUAL DECORATIVE PRE -CAST BANDING POOL EQUIPMENT- SEE POOL SHOP DRAWINGS REFER TO LANDSCAPE PLAN FOR SCREENING. STUCCO/PRECAST BAND RIGHT WINDOW COVERAGE CALCULATION LOWER RIGHT ELEVATION 573 SF UPPER RIGHT ELEVATION TOTAL 210 SF 784 SF RIGHT WINDOW COVERAGE CALCULATION GLASS 2 GLASS 2 TOTAL 10 SF 10 SF 20 SF OVERALL REAR ELEVATION=784 S.F. (50 X MAX ALLOWED 392 SF.) PROVIDED: 20 SF. =2.55% —OK RECEIVFn SEP 18 2U2 Town of Gulf Stream, FL TOWN OF GULF STREAM SUBMITTAL Job No 20080870 FL -0011105 FIRM-AA003379 A301 MEn1ORAN DUM TOWN OF GULF STREAM, FLORIDA OFFICE OF THE TOWN CLERK RfTA TAYLOR DATE: TO: RE: November 30, 2020 Town Commission Application for construction at 3247 Polo Drive The attached drawings were presented at the second hearing held by the ARPB on November 19, 2020. EIL. r AltE T EL 278" A FF T,O.SI.AD EL I3-07 T.°REAM EI 11`.4F FIRST FLOOR EL 0`.o^ (9.0 NAM j GAEZACELEVEL _ ',iT'.' - "`• Y EL. -1'-0- 9 9 MAX. ROOF HEIGHT EL+30'-0" A.F.F. T.O.ROOF EL 27'-3" A.F.F. T.O.REAM EL 22=0` A.F.F. fS) T.OSLAB EL 13'-O" T.0 BEAM EL I P-0" ,Igl T.OBEAM �+ EL 10'-0" A.F.F. FIRST FLOOR SGARAGE LEVEL EL -1'•0' PRECAST TRIM AND WATER TABLE 12 6(- WINDOW / DOOR FRAMES BORAL "BERMUDA BRONZE" "NATURAL GRAY" (SLATE ROOF TILE) FRONT ELEVATION Lorem Ipsum REAR ELEVATION V4'-1'-0' li II ill :i ) COLUMNS, TRELLIS TOWN OF GULF STREAM SUBMITTAL09-16-20 RECEIVED 4 '6,A1 13 2020 otkp of Gulf Stream, FL BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE OUTRIGGERS . CORBALS OC-17 HC -166 HC -168 (FIELD) (COLUMNS /CORRALS) (GARAGE DOOR) REVISIONS BY DATE aging 2 k� I z ,bb No. 2008067D FL -0011105 FIRM-AA003?79 trek WEST ELEVATION 3247 POLO DRIVE - GULFSTREAM, FLORIDA R77— VrFCI . RECEIVED ;'\:a 13 20M Town of Gulf Stream. FL Town of Gulf Stream, FL LAND LANDSCAPE ARCHITECTURE EAST ELEVATION 3247 POLO DRIVE - GULFSTREAM, FLORIDA RECEIVED KJ`v 13 ?Vtl Town 01 Gulf Stream, I-1. LAND LANDSCAPE ARCHITECTURE NORTH ELEVATION 3247 POLO DRIVE - GULFSTREAM, FLORIDA LAND LANDSCAPE ARCHITECTURE V RECEIVED 'V�►v 137.0 own 0 GO Stream FL SOUTH ELEVATION 3247 POLO DRIVE - GULFSTREAM, FLORIDA alai LAND LANDSCAPE ARCHITECTURE RECoVED 13 2C,- sown of Gulf Stream. Fl REVISIONS BY DATE PLANT LIST KEY OTY PLANT AND SPECIFICATION TREES AND PALMS N BS CB CN CM LJ PE3 SP VM WB Bursero simbwruba (Gumbo Limbo) 14' ht., character branching 1 Cassio jovonico (Pink Cassia tree) 10' ht., 5' spr., full canopy 4 Cocos nucifero 'Moypan' (Coconut Palm) 5-8' ow. hta.. 20-25' o.0. ht., heavy 8 Coryoto mitis (Fishtail Polar) 12' ht., 6' o.c. full to base. matched for screening 2 Ugustrurn joponiaem (Japanese Privet) 8-10' ht., 5 spr., full canopy 2 Pychosperma elegane (Alexander Palm) 18' ht., triples, matched full 10 Sabot Palmetto (Sabot Palm) 4 0 14', 4 0 18 , 2 0 22' oo hts. 6 Veitchia montgomery0na (Montgomery Palm) 16' ht., 8' c.f., matched full 3 Wodyetia bifurcate (Foxtall Poim) 16' ht., B' ow., matched full KEY OTY PLANT AND SPECIFICATION SHRUBS, GROUNDCOVERS AND ACCENTS ALO ANN ALV BEG BOU BRO N CHR vx N CLU CR0 ED ED2 0x FM GAR IXD JAS UR 60 MON 3 MUS 2 PHI 30 POD 54 P002 26 PRI 139 N PEP 60 00 PR3 RHA SW 2 TRA 130 12 Alocacio portodoro 4' ht., full, matched 20 - Flowering Annuals (Per Season) 4" pot, 12' spr., 12" o.c., per owner & LA. 7 Alpinia z. 'Variegate' (Variegated Shell Ginger) 24' ht., 24" spr., full 8 Begonia odorata 'oibo' (White Angel Wing Begonia) 18 ht. 18' spr., full, not shade -grown 4 Bougoinvlleo s. 'Purple (Bougainvillea Vine) 6' ht., train to trellis, full 2 Bromeliade app. (Silver Bromeliad) 16'-20' spr., 105 Chrysobalanus icaco (Cocoplum) 24' At., 24" spr., full, 2' o.c. 53 Dusia guttifera (Small Leaf Gusto) 5' At.. 30' spr., 30' o.c. 18 Croton 'Mammey (Mommey Croton) 18" ht., 16' spr., full 2 Elaeocorpus decipiens (Japanese Blueberry) 6' At.. 3' spr., standard, full, matched 5 Elaeocarpus decipiens (Japanese Blueberry) 10' ht., 5' spr., standard, full, matched 157 Pious microcorpo. 'Green Island' (Flcus Green Island) 14' At, 14' spr., full, 18' o.c. 2 Gorcinlo spicoto (Garcinio) 6' ht., full to ground, matched g learn coccinea 'Maui Yellow' (Yellow ixoro) 16' ht., 16" spr., full, 18' o.c. 50 Josminum multifiarum (Downy Jasmine) 18' ht., 18' spr., 18" o.c. Liriope muscori 'Big Blue' (Big Blue Liriope) 12' ht., 12' spr., full,_12" o.c. Monster° dellclosa (Monster° Plant) 30' ht., 30' spr., Musseanda spp. (Pink Musseendo) 5' ht., 5' spr., matched Philodendron 'Burle Horn (Bode Marx Philodendron) 14' ht., 14' spr., 18' o.c. Podocarpus macrophyllum (Podocorpus) 4' ht.. 20' spr., full. 24' 0.c. Podocorpus mocrophyllum (Podocorpus) 6' ht., 24' spr.. full. 24' o.c. Podocorpus spp. 'Pringles' (Pringles Podocarpus) 18' At, 18' spr., 18' o.c. Peperomio obtusifollo (Peperomio) 6' ht., 6' spr., full, 12' o.c. Phoenix roebellenli (Dwarf Dote Palm) 6' ht., triple e Rhapis celsa (Lady Palm) 48' ht. full Strelitzio regia (Bird of Paradise) 30' ht., 30' spr. full dump Trochelospermum osiaticum (Asiatic Jasmine) 4' ht., 8' spr., 12' o.c. SOD St. Augustin Floritam sod Contractor to determine quantity. MULCH 3' of Non -Cypress Mulch Contractor to determine quantity. " DENOTES DROUGHT TOLERANT N DENOTES NATIVE SPECIES NOTES Al pant material to be Florida %1 or belle. Sod to be St Augustine 'Flaatam, contractor to determine quantity. W sod and landscape to receive 1005 mange from automatic irigation systen acing approved vote source Contractor responsble for all conditions and lwrdscape specifications attached to this plant list Plan and specifications shall be rnuided Contract Documents Wuk6, iopsof, and ferhluer to be app'1ed aomrdng to specifications. 1111_.�1'1V, '11111111111 EXISTING GUMBO LIMBO SOD LANDSCAPE PLAN T=1'{n SPECIFICATIONS NO ENCLATURL AR plant mated used that be true to name and sae in conformity with the Radda Nurseynwn s Grades and Standards 2015, and shall be Florida Grade ¢1 a belle. Plants which do not meet specifications e5 not be accepted PLANT LISLE Ouentited, sizes, and location of plants ail be determined by plan and plant Cats Sae of plant steal take precedort over container sue Sparing of ground coves sill be determined by plant lets Quantities shorn an plant lists are to be used as a guiders only. Cmbada ell be responside for verification of ached quantities wild fa an plans Discrepancies should be brwghl to the attention of the Landsape Mdutect SUBSTITUTIONS: No substitutions shah be accepted without consent of Landscape Ardiilect My intended substitutions she be detaled on the bid PLANING SO1: Tomd shah be dean, stela and free of *trice other foreign material. Trees and palms shah be planed elfi a mfr of 8' twso6 (50% neudt SOR sand) an sides and bottan of root bat Rooted wtehgs Will be planted i, beds with a con. of 4' of topsoi worked Into the top 6' of edsling sal FERTILIZER: Prim and Tropical balker (12-4-12) or approved equal shah be applied after planting and plan to mulching pc manufocburers recommended application rates !IRO! An trees steal be mulched with 3 of_ppproved shredded mulch in a 3 foot dirt circle An shrubs and gramdcover beds shah be mulched with 3W of approvedshredded mulch n beds shown en plan or in beds 3' wide for hedges Mulch should be Grade A unless otherwise approved. 11111111I11zzz, 7 PLANING PROCEDURE: MI plants shall be planted of cat levels at which they were previously groan. Shrub and hedge material shall be planted a min. 2 away from eats or other obstructions Nateru with o mere she greater than any ovehangs deal be planted away tram overhangs so as not la impede the nahmi Forth habit Sabel Patens are to be dented directly in sand if necessary. excavate through any compacted buldo:g sdgrod: to undisturbed soli and baddll with planting sat. WATERNE Al plant material shell be sawed in thorougNy after installation so as to renses al of pockets BBB materiel awl be waled every day far a mnknum one week paled and thereafter so as to keep continual, moat anti find ocaepto'Xe of the landscape hslalatiat Contractor shall notify owe of other materng req+senents efte hstdlatim. GJONG Al bees 8' or idle that be guyed or staked to provide ample support such that the material v71 stay straight end bun through the guarantee period Methods used oil be such that no hpry n mused to plaits 04ynahgg shah be done at the option of the Cantroctor unless apecificdly roguested by the Landscape Asrhitest, however, Contractor shit stil be respansble for an trees and palms renaming straight and true throughout the puarentee period SOD Sod shah be dense, grew, and well rooted, end hen of debris, weeds, abjectianmle grasses, daeose, or injurious Insects A complete 6-6-6 farther that be spread (Aerate of 5 be. per 1000 sq ft Sod did] be watered to a depth of 4' after hyine do seas to be sodded dal be rand smooth and ah debit semsed prior to installation GUAUK'EEE AI plant materials shot be guagnted for 1 year trite completion of project Palms are to be guaranteed for 1 year. Guarantee replies to health, position, and sue Replucrneit nisi e8 be ceded by Cantroctor. ACT LANDSCAPE ARCHITECTURE 0 LAND 132 NORTH SWINTON AVENUE DELRAY BEACH, FL 33444 T (561) 276-5050 F (561) 276-8777 www.agoond.com EXISTING HEDGE ON ADJACENT PROPERTY 3D•a FRONT SETBACK DRIVEWAY RECEIVED SEP 18 2070 N" Of Gulf Stream; rt EXISTING FOXTAIL PALMS ON ADJACENT PROPERTY EXISTING GUMBO LIMBO �17 W 0 Job No. 20000670 00.1,011.330,4.4 00! 06010 V0.4 tiKLITSD•OrM sus. momcr =memo.* manoatio. } cb Pf 4 `\O 10' LOT 15 (P.B. 24, PG. 73) LOT 16 (P.6. 24, PG. 73) 5149'11'E 2.41' FND. NAIL IN CUTOUT LAKEYIEW DRivt (P.8. 18. PG. 98) CENTERLINE LOT 4 (P.B. 18. PG. 98) ADJACENT RESIDENCE F.F.E. - 7.88 GARAGE - 8.98 LOT 2 (P.B. 18, PG. 98) ADJACENT RESIDENCE F.F.E - 8.92 GARAGE - 5.58 LOT 3 (P.B. 18, PG. 98) RESIDENCE - 6.4 FEZ 8.42 FLOOD ZONE (SIHADm) 4' CLF. 4' CLF. END. I.R.C. "LB 353' (0.3'W, 0.2'S) FENCE CORNER 0.2N OF RHOPERTY CORNER FLOOD ZONE "X' (UNSHADED) ZONE AOED)� 0 Q w Z C 0 00 O z. PALM WAY 0 C a LAKEVIEW DR SITE A/C ALUM. CONC. COVD. EQUIP. F.F.E. FND. F.P.L GEN. P.8. PG. O.R.B. R/I TYR NO I.D. LEGEND AIR CONDITIONER ALUMINUM CONCRETE COVERED EQUIPMENT FINISH FLOOR ELEVATION FOUND FLORIDA POWER & UGHT GENERATOR PLAT BOOK PAGE OFFICIAL RECORDS BOCK RIGHT-OF-WAY TYPICAL NO IDENTIFICATION GRAPHIC SCALE 10 0 5 10 20 AT&T RISER ANCHOR BACKFLOW PREVENTER CABLE BOX CATCH BASIN CLEANOUT DRAINAGE MANHOLE ELECTRIC BOX FIRE HYDRANT GAS METER HANDICAP PARKING IRRIGATION CONTROL VALVE UGHT POLE POWER POLE SANITARY MANHOLE SGN VALVE WATER METER YARD DRAIN 40 (IN FEET) 1 INCH = 10 FT. 1. SURVEY MAP OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA UCENSED PROFESSIONAL LAND SURVEYOR. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -Of -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST RIGHT-OF-WAY UNE OF POLO DRIVE AND THE WEST UNE OF LOT 3. REPLAT OF PART OF GULF STREAM PROPERTIES, PLAT BOOK 18, PAGE 98, PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEARING NORTH 05'49'11' EAST. 5. THE DESCRIPTION" SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. BENCHMARK ORIGIN DESCRIPTION: PBC BM 1-315 ELEVATION - 14.080 (NAND 1988) FLOOD ZONES "X'(SHADED), 'X' (UNSHADED). AND "AE' (EL 6); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 10. PROPERTY ADDRESS: 3247 POLO DRIVE, GULF STREAM, FL 33483 8. 9. LOT 3, REPLAT OF PART OF GULF STREAM PROPERTIES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18, PAGE 98, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF GULF STREAAT, PAUL BEACH- COUNTY, FLORIDA AND CONTAINING 14,595 SQUARE FEET, OR 0.335.ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND'-. RIGHTS -OF -WAY OF RECORD. =EM1F2 I HEREBY TIFY THAT THE ATTAINED DE ED, PROPERTY IBS TRUE AND CORREC'[`QO THE BEST RIAYY KNOWLEDGE ANDVEY-OF THE EBEONUEF A'S - SURVEYED UNDER MY DIRECTION ON SEPTEMBER 8, 2020. I RTHER CERTIFY AT THIS,- BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH„(N-CHAPTER.5J-17" ADOPTED BY THE FLORIDA BOARD..OF PROFESSIONAL SURVEYORS AND OAPPERD. _ PURSUANT TO FLORIDA STATUTES'/2.417. •• -VEYOR FLORIDA - 1,13 11.159i �f 0 0 FILE NAME 9049 SURVEY HAW 1988.640 DATE SEP 2020 DRAWN BY 0000 F.B./ PG. ELEC. SCALE 1"=10' 111>B / 9049 SHT.NO. 1 OF 1 SEEMS TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN N. ORTNWEIN, Vita Mayor FRED B. DEVITT III CHRIS D. WHEELER MURIELJ. ANDERSON STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM BEFORE ME THIS DAY PERSONALLY APPEAREDJO i 1 cL 5 S/ Telephone (661) 276.5110 Fax (681) 737-0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA LTAYLOR , WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1) within 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *street and waterways are excluded from this distance THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS: �L v � �,F4? l/� �ry r¢t� I �S 3 '> rum:L. u)-✓ $ -a'')- of - ooa - o ow FURTHER AFFIANT SAYETH NOT: SWORN AND SUBSCRIBED BEFORE ME THIS /5 v DAY 0 MY COMMISSION EXP lei, „off Expires 06/18/2021 .rVv/VSh Deputy/forms/constll0/15/0$ (NOTARY PUBLIC) 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WIWAM F. SOCH, JR. Mayor JOAN I.MONK Ea Mayor N. DEVI7T III CHRM D. WHm.ER MURIELJ. ANDERSON AGENT AFFIDAVIT STATE OP FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) Telephone (661) 276.5118 Fax (661) 737-8188 Town Manager WILLIAM IL THRASHER Town Clark RRA L.TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) J 6hki WHO BEING DULY SWORN, DEPOSES AND SAYS: THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: r FL aF ��t,eskv.0a+r�t ?rte w lEs Ct� L� q3-g#6'03-os-000-.0030 AGENT'S(S) NAME: RANDALL STOFFT/ FREDY POLANIA RANDALL STOFFT ARCHITECTS COMPANY OR FIRM NAME: AGENT'S ADDRESS: 42 N. SWINTON AVENUE DELARAY BEACH, FL 33444 561 243 0799 AGENT'S PHONE: FURTHER AFFIANT SAYETH NOT. (Owner Signature) SWORN AND SUBSCRIBED BEFORE ME THIS II AY OF - MY COMMISS Notary Public State of Florida Rlloenne Delloiacono (NOTARY PUBLI 100 SEA ROAD, GULF STREAM, FLORIDA 33483 111111111111111111111111111111111111111111111 (: N 20200253866 PARED BY AND RETURN TO: P?t R S. BROBERG, ESQUIRE BROBERG LLP e8Jvian Avenue ach, Florida 33480 PCN: , $'3-46-03-05-000-0030 OR BK 31591 PG 1445 RECORDED 07/22/2020 13:55:50 ANT 1e 725eCiCl0,ri0 Doc Stamp 12eO75,':»3 Palm Beach Count:e Florida Sharon R. BockeC:LERK & COMPTROLLER F'Bs 1445 — 1446; (2pgs) THIS PETER S. BR DECEASED, w called the Granto not now and has ne limited liability comp Boulevard, Ocean Ri WITNESSETH: and valuable consideration Grantor does hereby grant, heirs, successors and assigns County, Florida: PERSONAL REPRESENTATIVE'S DEED dated this 0 day of A.D. 2020, between RG, as PERSONAL REPRESENTATIVE orthe ESTATE OF PAUL DYE JR., address is 223 Peruvian Avenue, Palm Beach, Florida 33480, hereinafter sand GRANTOR does hereby certify that the below -referenced property does the past constituted his homestead, and SYMPLYSTYX LLC, a Michigan whose address is c/o John G. Zessin, President, 6029 Old Ocean orida 33435, hereinafter called the Grantee. 2020. 0 Lot 3, RE PROPERTIE recorded in PI Palm Beach C e sum of TEN AND NO/100 DOLLARS ($10.00) and other good paid by Grantee, the receipt of which is hereby acknowledged, in, sell, convey and transfer to the Grantee and the Grantee's the following described real property located in Palm Beach OF PART OF GULF STREAM cording to the plat thereof as 18, Page 98, Public Records of lorida. SUBJECT TO easements, reservations and restrictions of record and to taxes for the year TOGETHER with all and singular the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, and all the right, title, interest, claim and demand whatsoever which the Grantor has in and to said property. TO HAVE AND TO HOLD the same unto the Grantee and Grantee's heirs, successors and assigns forever. Page 1 of 2 LAW OFFICES OF COE & BROBERG LLP - PALM BEACH, FLORIDA Book31591/Page1446 CFN#20200258866 Page 2 of 2 The Grantor warrants the title of said lands and will defend the same against the lawful s of all persons claiming by, through or under Grantor, but none other. WI WITNESS WHEREOF, the Grantor has set hand and seal on the day and year first b written. Signe Med and delivered in the nce of: By: Print: Sign: Print: Nn r;� \�Z STATE OF FLORIDA COUNTY OF PALM BEACH PEER S. BROBERG, as •T' SONAL REPRESENTATIVE of the ESTATE OF PAUL DYE JR., DECEASED The foregoing instrument ' - orn to and acknoorledged before physical presence or [ ] online no ;r� tion this a0 day of by PETER S. BROBERG, as PER L REPRESENTATIVE of the JR., DECEASED , who is personally k y to me, or who presented identification, and who did [did not] tak oath. NOTARY PUBLIC My Commission Expires: ANNE M. MORGAN {.; h, MY COMMISSION # GG 075980 EXPIRES: March 15, 2021 3;14, t;;.• r Bonded Thru Notary Public Underwriters fTATE e by means of [ , 2020, E OF PAUL DYE psbl/P:\DYE Paul Jr Pete n Alice13247 POLO DR GULF STREAM\SALE to SYMPLYSTYX LLC\Closing Docs\Personal Representatives Deed.wpd Page 2 of 2 LAW OFFICES OF COE & BROBERG LLP - PALM BEACH, FLORIDA as Page 1 of 1 9/10/2020 Property Appraiser GIS - Property Detail list by parcel control number i Buffer: 20434603050000030 SYMPLYSTYX LLC 6029 OLD OCEAN BLVD BOYNTON BEACH FL 33435 5219 Buffer: 25 20434603050000012 BOARDMAN WILLIAM P & 3251 POLO DR DELRAY BEACH FL 33483 7337 20434603050000040 DALIDOWICZ EDWARD J 3223 POLO DR DELRAY BEACH FL 33483 7337 20434603050000251 JAYNE WILLIAM E III & 116 CAPTAINS DR BRICK NJ 08723 6709 20434603050000261 LEWIS GEORGIE W 3262 GULFSTREAM RD DELRAY BEACH FL 33483 7314 Acres 0.34 Sales instr DT Value $ 1,484,312.00 Price $ 10.00 Taxbl $ 984,917.00 Date 7/20/2020 Bldg $ 158,312.00 Book 31591 Land $ 1,326,000.00 Page 1447 Acres Value $ Taxbl $ Bldg $ Land $ 0.41 2,642,760.00 1,703,811.00 1,316,760.00 1,326,000.00 Acres 0.36 Value $ 2,226,397.00 Taxbl $ 1,780,609.00 Bldg $ 900,397.00 Land $ 1,326,000.00 Acres 0.33 Value $ 1,496,205.00 Taxbl $ 1,496,205.00 Bldg $ 272,205.00 Land $ 1,224,000.00 Acres Value $ Taxbl $ Bldg $ Land $ 0.34 1,490,712.00 967,930.00 266,712.00 1,224,000.00 Sales instr WD Price $ 2,950,000.00 Date 11/30/2006 Book 21195 Page 1317 Sales instr WD Price $ 2,975,000.00 Date 4/15/2015 Book 27470 Page 1835 Sales instr WD Price $ 200,000.00 Date 5/13/2019 Book 31166 Page 1153 Sales instr WD Price $10.00 Date 10/23/2013 Book 26447 Page 1560 MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV PL OF GULF STREAM PROPERTIES LT 3 RECEIVED 1 SEP 182020 Town of Gulf Stream, FL PL OF GULF STREAM PROPERTIES S 20 FT OF LT 1 & LT 2 PL OF GULF STREAM PROPERTIES LT 4 PL OF GULF STREAM PROPERTIES NLY 50 FT OF LT 25 & SLY 50 FT OF LT 26 PL OF GULF STREAM PROPERTIES NLY 50 FT OF LT 26 & SLY 50 FT OF LT 27 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED 8. DEVITT HI CHRIS 0. WHEELER MURIEL J. ANDERSON AGENT AFFIDAVIT STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) SFp 18 eo2020 7.00? of Gulf Sfream, F� Telephone (561) 276-5116 Fax (561) 737-0188 Town Manager WILUAM H. THRASHER Town Clerk RITA LTAYLOR p` BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) �� I(/ , WHO BEING DULY SWORN, DEPOSES AND SAYS: THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS AGENT FOR STI'E PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: PL 4n-f5A' - +M ?r fC-R-+IES 1-± " Lo -43' 05- 0-03O AGENT'S(S) NAME: RANDALL STOFFT/ FREDY POLANIA RANDALL STOFFT ARCHITECTS COMPANY OR FIRM NAME: AGENT'S ADDRESS: 42 N. SWINTON AVENUE DELARAY BEACH, FL 33444 561 243 0799 AGENT'S PHONE: FURTHER AFFIANT SAYETH NOT. (Owner Signature) SWORN AND SUBSCRIBED BEFORE ME THIS MY COMiVIISS .4." PUB Notary Public State of Florida �Effianne Delloiacono Myt, Expires 06/18/2021 100 SEA ROAD, GULF STREAM, FLORIDA 33483 DAY OF-. cue iu-1 „ (NOTARY PUBLI TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITT III CHRIS D. WHEELER MURIEL J. ANDERSON STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM SFp VFW 7.0,4„, ofG 18 2020 Ulf81 ream, T t phone (561) 276-5116 Fax (561) 737-0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED, JO h 5 1 , WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1) within 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *street and waterways are excluded from this distance THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS: 17 1-- c 11 LAV-.4n to Fk'rerlle43 yAr•Lwl,` W-4$-Lfb'`�'� 05 -000 -OO'jO FURTHER AFFIANT SAYETH NOT: � v r SWORN AND SUBSCRIBED BEFORE ME THIS DAY OFD- Yw % 20 Q MY COMMISSION EXP I• Deputy/forms/const/10/15/08 AAc (NOTARY PUBLIC) 640 Poet, Notary Public State of Florida , Rosanne Delloiacono My Commission GG 115801 or Fro' Expires 06/18/2021 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Location: Downtown Service Center Dorothy Jacks, CFA Palm Beach County o Property Appraiser Notes: 125 25 50 75 Map Scale 100 Feet Key Selected Parcels Others 100 200 300 400 500 SEP 18 2020 Produced on: 9/10/2020 11111111111111111 1111111III 11III 111111111 IIII PARED BY AND RETURN TO: PR S. BROBERG, ESQUIRE BROBERG LLP eBivian Avenue ach, Florida 33480 PCN: p43-46-03-05-000-0030 RECEIVED 2020 if SEP18 Town of G Gulf Stream, FL CFN 202002°'i8866 OR BK 31591 PG 1445 RECORDED 07/22/2020 13:55:5,1 ANT 1,725,000.00 Doc Stamp 12,075,00 Palm Beach County, Florida Sharon R. Bock,CLERK & COMPTROLLER P9S 1445 - 1446; (2p3s) THIS PETER S. BR DECEASED, w called the Granto not now and has ne limited liability comp Boulevard, Ocean Ri WITNESSETH: and valuable consideration Grantor does hereby grant, heirs, successors and assigns County, Florida: PERSONAL REPRESENTATIVE'S DEED , dated this 0 day of A.D. 2020, between ERG, as PERSONAL REPRESENTATIVE o the ESTATE OF PAUL DYE JR., address is 223 Peruvian Avenue, Palm Beach, Florida 33480, hereinafter sand GRANTOR does hereby certify that the below -referenced property does the past constituted his homestead, and SYMPLYSTYX LLC, a Michigan whose address is do John G. Zessin, President, 6029 Old Ocean orida 33435, hereinafter called the Grantee. 0 2020. he sum of TEN AND NO/100 DOLLARS ($10.00) and other good paid by Grantee, the receipt of which is hereby acknowledged, in, sell, convey and transfer to the Grantee and the Grantee's the following described real property located in Palm Beach Lot 3, RE PROPERTIE recorded in PI Palm Beach C OF PART OF GULF STREAM cording to the plat thereof as 18, Page 98, Public Records of lorida. SUBJECT TO easements, reservations and restrictions of record and to taxes for the year TOGETHER with all and singular the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, and all the right, title, interest, claim and demand whatsoever which the Grantor has in and to said property. TO HAVE AND TO HOLD the same unto the Grantee and Grantee's heirs, successors and assigns forever. Page 1 of 2 LAW OFFICES OF COE & BROBERG LLP - PALM BEACH, FLORIDA Book31591/Page1446 CFN#20200258866 Page 2 of 2 The Grantor warrants the title of said lands and will defend the same against the lawful s of all persons claiming by, through or under Grantor, but none other. 8\I WITNESS WHEREOF, the Grantor has set hand and seal on the day and year first ritten. Signe aled and delivered in the pig ce of: Sign: Print: Sign: Print: c�'YL By: ,� PE ER S. BROBERG, as SONAL //16 rj2 ii REPRESENTATIVE of the ESTATE OF PAUL DYE JR., DECEASED `eZ STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument orn to and ackn2Vedged before e by means of [ physical presence or [ ] online no tion this oZ0 day of ` L , 2020, by PETER S. BROBERG, as PER L REPRESENTATIVE of the E TATE OF PAUL DYE JR., DECEASED , who is personally kkflto me, or who presented as identification, and who did [did not] tak oath. NOTARY PUBLIC My Commission Expires: SEP1 D�I 8 2020 rowo of Gulf Stream, Ft psbl/P:DYE Paul Jr Pete n Atice\3247 POLO DR GULF STREAM SALE to SYMPLYSTYX LLC\Closing Docs\Personal Representatives Deed.wpd Page 2 of 2 LAW OFFICES OF COE & BROBERG LIP - PALM BEACH, FLORIDA I•RrIIi Ax�c NDALL STOFFT distinctive inspirational architecture Letter of Transmittal To: Town of Gulfstream Attn: Rita Date: 09.18.20 Project: 3247 Polo Drive Project Manager: Fredy Polania We transmit for your: ( ) Approval ( ) Review & Comment (X) Use other The following items: RECEIVED it SEP18 1010 Town of Gulf Stream, F( Copies Description Format Architectural 2 EA Signed and Sealed Site plan, Building Elevations, Floor plans, Roof plans, Color Renderings, Drainage calcs, Landscape plans 24x36 17 Signed and Sealed Survey 11x17 15 Signed and Sealed Site plan, Building Elevations, Floor plans, Roof plans, Color Renderings, Drainage calcs, Landscape plans 11x17 1 Proof of owner sheet (warranty deed), List of Adjacent Property owners, Agent Affidavit, Envelopes property owners 25' stamped without return address Delivered to Gulfstream 091820 42 N. Swinton Avenue, Delray Beach, FL 33444 Phone 561-243-0799 — Fax 561-243-0299 www.stofft.com ZESSIN Residence - 3247 POLO DRIVE. TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 14,595 SF Effective Lot Area 14,595 SF FAR Calculations EXISTING DEMO NEW S.F. NET 1st Floor Living - 2663 S.F. Ceilings over 15' (double) 30 S.F. 2"d Floor Living _ 1,107 S.F. 1st Floor Covered (porches, overhangs > 2 %') (500 s.f.) (567/3 =189 rXCEPTION) = 378 2"d Floor Covered _ (67 s . f . ) counted from above Awnings > 3' and screen enclosure (at 50%) Garage _ 577 S.F. Gross Floor Area 4,755 S.F. Out Buildings YI `' '' Total Floor Area Proposed First 20,000 X.33 4,816 S.F. l A , /l?•'i,/ Over 20,000 X .20 - Total Allowable FAR Per Manual 4,816 S.F. Total Hardscape Area 3,602 S.F. HARDSCAPE =3,602 LOT COV. =3,770 S.F. S.F. Required Landscape Area (lot size x 40%) 5,838 S.F. - Actual % Landscape Open Space Area 7,223 S . F = (49.4%) TOTAL =7,372 S.F. Deputy/Constitems/S ited ata/11 /01 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING BOARD REPORT Application #: 20-15 Owner: John Zessin Address: 3247 Polo Drive Agent: Freddy Polania, Randall Stofft Architects Proposed Improvement: The construction of a two-story, 4,944 sq. ft. single- family, Gulf Stream Bermuda style home, with a two - car garage, a swimming pool and lanai. Approvals Requested: Land Clearing Permit: To clear the property for construction. NOTE: The landscape architect has a tree disposition plan on page TR-1 of the set of plans. Demolition Permit: To demolish all structures on the property. Special Exception: To permit roof projections that exceed the maximum Floor Area Ratio, by a total of 128 sq. ft. Level III Architectural/Site Plan: To permit the construction of a two-story, 4,944 sq. ft. single-family, Gulf Stream Bermuda style home with a two- car garage, a swimming pool and lanai. Gross Lot size: 14,594 sq. ft. Effective Lot Area: 14,594 sq. ft. Proposed Total Floor Area: 4,944 sq. ft. Allowable: 4,816 sq. ft. Zoning District: RS -C First Floor Eave Height: 9' 6" Finished Floor Elevation: 9.0' Issues Considered During Review: Section 66-144 Standards: Regarding Level II & Level III architectural/ site plan review Section 70-4 How to use this manual: Regarding Design Standards Section 70-67 Effective lot area Section 70-70 Floor area calculations Section 70-72 Special exception floor area ratio Section 70-74 Setbacks Section 70-100 Roof and eave heights Section 70-187 Table of district standards Motions: Motion to recommend approval of a land clearing permit to clear the land for construction. NOTE: The landscape architect has provided a tree disposition list on page TR-1 of the set of plans. ARPB File # 20-15 ARPB: October 22, 2020; TC: November 13, 2020 Page 2 Motion to recommend approval of a demolition permit to demolish all structures on the site. Motion to recommend approval of a special exception to permit roof projections that exceed the maximum Floor Area Ratio by 128 sq.ft. Motion to recommend approval of a Level III Architectural/Site Plan based on a finding that the construction of a two-story, 4,944 sq. ft. single-family Gulf Stream Bermuda style home with a two car garage, a swimming pool and lanai meets the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. Prior to the issuance of a Building Permit, the owner of the property shall prepare and sign a Gulf Stream Driveway Removal Agreement. 2. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 3. Prior to the issuance of a certificate of occupancy, the owner of the property shall prepare and record a deed restriction which shall provide that all roof projection areas shall remain unenclosed as per approval of the special exception for as long as the structure is in existence or exceeds the maximum FAR. ARPB Date: October 22, 2020 Action: Land Clearing Permit: Demolition Permit: Special exception: Level III Architectural/Site Plan: TC Date: November 13, 2020 Action: Land Clearing Permit: Demolition Permit: Special exception: Level III Architectural/Site Plan: NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDAY, OCTOBER 22, 2020 AT 8:30 A.M., and the Town Commission will hold a Public Hearing on FRIDAY, NOVEMBER 13, 2020 AT 9:00 A.M., both in the William F. Koch, Jr. Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An application submitted by Fredy Polania, Agent for the owner of the property located at 3247 Polo Drive, legally described as Lot 3, Replat of Gulf Stream Properties. DEMOLITION PERMIT to demolish the existing buildings. LAND CLEARING PERMIT to prepare the property for the new construction. SPECIAL EXCEPTION to permit roof projections that exceed the maximum Floor Area Ratio. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to permit construction of a 4,944 sq. ft. Gulf Stream Bermuda style, 2 story, single family dwelling with 2 car garage, pool and lanai at 3247 Polo Drive, Gulf Stream, FL. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the times and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: October 1, 2020 TOWN OF GULF STREAM Rita L. Taylor Town Clerk NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDAY, DECEMBER 17, 2020 AT 8:30 A.M., in the William F. Koch, Jr. Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: A development application submitted by Michael Rizzo as agent for, Mr. & Mrs. Ken Johnson, owners of property located at 4 Driftwood Landing, Gulf Stream, Florida 33483, legally described as Driftwood Landing Lot 1 for the following: LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW to permit an addition of a 498 sq. ft. Master Bedroom to the existing Gulf Stream Bermuda single family dwelling and replace 1) the front door entry system, 2) the garage doors, 3) the garage balcony railing, and 4) the paver driveway with Chicago brick. The Architectural Review and Planning Board shall make a final decision regarding the subject application at the meeting noticed above. The meeting may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board of the Town of Gulf Stream at the time and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THE PUBLIC HEARING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: November 27, 2020 TOWN OF GULF STREAM Rita L. Taylor Town Clerk TOWN OF GULF STREAfite 100 SEA ROAD L ILF STREAM, FLORIDA 33483 20434603050000251 JAYNE WILLIAM E III & 116 CAPTAINS DR BRICK NJ 08723 6709 25 IRLAM, FLURIDA 33483 _ 5n ym 100 SEA ROAD 'P_"` STREAM, FLORIDA 33483 20434603050000040 DALIDOWICZ EDWARD J 3223 POLO DR DELRAY BEACH FL 33483 7337 20434603050000261 LEWIS GEORGIE W 3262 GULFSTREAM RD DELRAY BEACH FL 33483 7314 25 20.434 -5 -0Q -513-"M SYMPLYSTYX LLC 6029 OLD OCEAN BLVD BOYNTON BEACH FL 33435 5219 70434603050000012 BOARDMAN WILLIAM P & 3251 POLO DR DELRAY BEACH FL 33483 7337 25 25