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Home My Public Portal About12 27 18 Agenda with back-upCHAIRMAN: VICE CHAIRMAN: BOARD MEMBER: ALTERNATE MEMBER: Thomas Smith Malcolm Murphy Robert Dockerty S. Curtiss Roach Jorgette Smith Amanda Jones Caroline Delafield December 20, 2018 REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, DECEMBER 27, 2018, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. AGENDA I. Call to Order. II. Roll Call. III. Minutes of the Regular Meeting and Public Hearing 11-15-18. IV. Additions, withdrawals, deferrals, arrangement of agenda items. V. Announcements. A. Meeting Dates 1. Regular Meeting & Public Hearing a. January 24, 2019 at 8:30 A.M. b. February 28, 2019 at 8:30 A.M. c. March 28, 2019 at 8:30 A.M. d. April 25, 2019 at 8:30 A.M. e. May 23, 2019 at 8:30 A.M. f. June 27, 2019 at 8:30 A.M. g. July 25, 2019 AT 8:30 a.m. VI. PUBLIC HEARING. A. Declaration of Ex -Parte Communication B. Administer Oaths C. Applications for Development Approval 1. Continuation of an application submitted by Randall Stofft Architects as agent for Scott and Beata Galloway, owners of property located at 1535 N. Ocean Blvd, Gulf Stream, Florida 33483, legally described as portion of the North 100 feet of the South 168 feet of Government Lot 1 of Section 10, Township 46 South, Range 43 East, Palm Beach County, Florida lying East of the Easterly Right-of-way line of Ocean Boulevard. a. Construction of an exterior staircase b. Construction of a trellis c. Enclose existing breezeway d. Installation of a new, barrel, terra cotta roof e. Construction of a new retaining wall f. Construction of a new dune walk -over g. Revise the original landscape/hardscape design 2. Re -submission of application submitted by Carlos Linares, Architect, as Agent for Kevin and Michelle Clark, the owners of property located at 3400 Polo Drive, Gulf Stream, Florida, which is legally described as Lot 10 & N 50' of Lot 11 in Polo Cove Subdivision. a. DEMOLITION PERMIT to remove existing buildings. b. SPECIAL EXCEPTION #1 to permit a 30 ft. rear setback. c. SPECIAL EXCEPTION #2 to permit 166 sq. ft. that exceeds the maximum floor area ratio of 7,410 sq. ft. d. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit construction of a two-story, 7,574 square foot single family Bermuda -style home with attached garage, pool and pool pavilion. AGENDA CONTINUED 3. An application submitted by David Frank as agent for Scott and Esther Carmilani, owners of property located at 1222 N. Ocean Blvd., Gulf Stream, Florida 33483, legally described as Lot 3, Hidden Harbour Estates Plat 2. a. Demolition to prepare existing structure for an addition to the existing second floor. b. Level 2 Architectural/Site Plan Review to permit the conversion of the second story balcony on the existing two-story single family Bermuda style dwelling to 430 sq. ft. of living space. VII. Items by Staff. A. Town Manager 1. Length of Construction Periods. VIII. Items by Board Members. IX. Public. X. Adjournment. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, 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. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, NOVEMBER 15, 2018 AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. Call to Order. Acting Chairman, Malcolm Murphy called the meeting to order at 8:30 A.M. II. Roll Call. Present and Participating Also Present & Participating: Absent W/Notice: Malcolm Murphy Jorgette Smith Curtiss Roach Robert Dockerty Gregory Dunham Edward Nazzaro Rita Taylor Thomas Smith Caroline Delafield Amanda Jones John Randolph Vice Chairman Board Member Board Member Board Member Town Manager Staff Attorney Town Clerk Chairman Alternate Board Member Alternate Board Member Town Attorney III. Minutes of the Regular Meeting and Public Hearing 10-25-18. Mr. Dockerty moved and Mr. Roach seconded the motion to approve the minutes of October 25, 2018 and all voted AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items. There were no changes to the agenda. V. ANNOUNCEMENTS. A. Meeting Dates 1. Regular Meeting & Public Hearing a. December 27, 2018 at 8:30 A.M. b. January 24, 2019 at 8:30 A.M. C. February 28, 2019 at 8:30 A.M. d. March 28, 2019 at 8:30 A.M. e. April 25, 2019 at 8:30 A.M. Vice Chairman Murphy called attention to the future meeting dates and stated he will be unable to attend the meeting on January 24, 2019. Mrs. Smith said she will be unable to attend the December 27, 2018 meeting. VI. PUBLIC HEARING. A. Declaration of Ex -Parte Communication There was no Ex -Parte Communication declared. B. Administer Oaths The Town Clerk administered the Oath to Ken Weitz, Dan Carter, Mrs. Dean, Fredy Polania, Tony Grimaldi, Beata Galloway, Michael Weiner, Francisco Perez and Sebastian Martinez. C. Applications for Development Approval 1. An application submitted by Ken Weitz of Vintage Building & Design, as Agent for Arthur Family LLC, a Florida Limited Liability Company, owner of Property located at 3423 Oleander Way, Gulf Stream, Florida 33483, legally described as Lot 49 of Re -plat of Part of Gulf Stream Properties No. 2. Ken Weitz, Architect, stated that the owner would like to tear down the existing residence as soon as a permit can be issued, then to simply landscape the property. The landscaping will continue what is currently on the corner of Oleander on down the street. Dan Carter, Landscape Architect, described the many types of vegetation that are currently on the property. The new border of plants along the street will be a minimum height of six to eight feet, the Minutes of ARPB Regular Meeting & Public Hearing Held 11-15-18 @ 8:30 A.M. right of way will be sodded and the property will be leveled to four feet, then sodded and irrigated. The owner of 3430, Mrs. Dean, stated that hers is the only house facing Oleander Way and she was concerned that the street would be treated like an alley way and asked if the septic tank and propane tanks would be removed. Mr. Weitz assured that all structures would be moved from the property. a. DEMOLITION PERMIT to remove all structures from the property. Mr. Dockerty moved to recommend approval of a Demolition Permit and Mr. Roach seconded the motion with all voting AYE. b. LAND CLEARING PERMIT to clear property to prepare for new landscaping and irrigation. Mr. Dockerty moved to recommend approval of a Land Clearing Permit and Mr. Roach seconded the motion with all voting AYE. C. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to re -landscape and irrigate entire lot. Mr. Dockerty moved to recommend approval of a Level 3 Architectural/Site Plan Review and Mr. Roach seconded the motion with all voting AYE. 2. An application submitted by Randall Stofft Architects an agent for Scott and Beata Galloway, owners of property located at 1535 N. Ocean Boulevard, Gulf Stream, Florida 33483, legally described as portion of the North 100 feet of the South 168 feet of Government Lot 1 of Section 10, Township 46 South, Range 43 East, Palm Beach County, Florida,lying East of the Easterly Right-of-way line of Ocean Boulevard. a. Construction of an exterior staircase b. Construction of a trellis C. Enclose existing breezeway d. Installation of a new, flat terra cotta roof e. Construction of a new retaining wall f. Construction of a new dune walk -over g. Revise the original landscape/hardscape design Mr. Fredy Polania, Architect, stated he wanted to clarify a few of the items on the previous submittal, which included an open staircase on the approved addition, beginning with the landscaping. Mr. Tony Grimaldi, Landscape Architect, described the modifications to the previous submittal as having no changes to the front yard area. A wall has been added with no changes to the landscaping with the exception of two flower gardens being added to the driveway area where an existing oak tree with a 48" caliper would need to be removed to accommodate one of the flower gardens. A six foot hedge would be added along the wall and the southern boundary hedge would be eight feet tall. He wanted to draw attention that there are no longer coconut trees being planted due to lush vegetation already present on the existing property, as well as the neighboring property, and they are proposing to relocate two existing coconuts to either side of the pool. A retaining wall will help make the transition down to the beach area where they have incorporated stepping stones with synthetic turf between. Mr. Polania discussed the previous submittal that was denied due to the exterior staircase. He said they are now planning to put a railing feature onto the staircase that is carried out in the courtyard to create a theme, and enclosing the breezeway. The existing roof is a white, concrete tile and since the plan is to turn the home into a Mediterranean -style, they are proposing a terra cotta -style rooftop, and modernizing it by introducing a flat tile, which he showed samples of, instead of a barrel tile. Mr. Polania added that there was also a dune walkover, for which they have been given a permit by DEP. 2 Minutes of ARPB Regular Meeting & Public Hearing Held 11-15-18 @ 8:30 A.M. Mrs. Smith stated that in the last application the view of the front door was obscured by the staircase and wanted to know if this was still the case with the new application. Mr. Polania explained that once the periphery wall is removed and replaced by the railing it will clean up the view. Acting Chairman Murphy stated that a letter was received by the Town on November 13, 2018 from Sachs Sax Caplan, Attorneys at Law, who are representing Mr. Leslie Alexander and the Joyville Trust, who are the occupant and owner at 1511 N. Ocean Blvd, the neighboring property to the property being considered. He said Mr. Michael Weiner, Esq. has requested an opportunity to speak at today's meeting. Acting Chairman Murphy opened the floor to the public for comment. Mr. Michael Weiner, Esq. began by handing out binders to the board members and staff explaining that the materials were relevant to the Level II Application being presented by Scott and Beata Galloway, located at 1535 N. Ocean Blvd and stated his client was an aggrieved and affected party to this new application. He pointed out the position of the homes where there is a lush, dense border that has grown up between the two homes and showed pictures of the chain link fence that exists under the vegetation between the homes, as well as views from the windows of the Alexander residence, calling out the privacy the vegetation brings. Mr. Weiner noted that on the survey, the fence starts on the Alexander property then meanders onto the Galloway property to the east, stating that it wasn't exactly on the border. He said that although the wall going up shows to be perpendicular to the fence, it was not the case and that it runs approx. 1/3 of the common border between the houses. He quoted a note from the plans: "all vegetation along the property line is to be removed to allow clear ocean views". Mr. Weiner believed the standards listed in Section 66-144 Have not been properly analyzed by the Town or the owner. He said that removing the foliage along the property line would affect the wind and water erosion on the properties. Mr. Weiner further believed there has been an error on computing the FAR for this property and he asked for the Board to deny the application. Mr. Weiner then called attention to Section 70-187 in the Town Code which talks about walls and fences and stated they have to be finished on both sides and fences must be screened. He said a solid, exposed wall was under prohibited items and he felt that no thought had been given to compliance with the Town Code on the southern border of the property between the two houses. Mr. Francisco Perez, Architect, stated how he admires the Town Code that Gulf Stream has and its specificity to styles. He said That 1535 N. Ocean is a beautiful Bermuda -style home and it appears that it now wants to be dressed up to make it appear Mediterranean -style. He did not feel the Town Code is being followed and he gave examples of roof tile, windows without muttons, large blank walls, rear elevation, etc. that define a certain style, but what is shown does not seem to follow the style. He felt the Town Code allows for upholding the standard of the existing vegetation and removing the vegetation to allow for ocean views does not follow the Code. The construction of the massive eight foot wall is going to devastate the root system of the existing vegetation, he said. Mrs. Beata Galloway responded by saying she was not aware of all the Codes, but wanted to explain what their intention was and asked what they could do to make the Alexanders feel more comfortable regarding the construction and privacy. She stated it was their intent to create more privacy than they currently have. 3 Minutes of ARPB Regular Meeting & Public Hearing Held 11-15-18 @ 8:30 A.M. She added that all of the privacy hedging was on their side of the property and although the fence starts on Mr. Alexander's side, it encroaches upon their property and that the vegetation that is six to eight feet wide is from the property line onto their property, which does create a lush border, but also takes away a lot of footage on their side of the property. She also stated they would love to work with Mr. Alexander on creating a better solution. Mr. Polania responded to the architectural style by saying that they had kept the existing relationship of the building but modernized it a bit with impact windows and an S-type tile, as the existing roof has a flat tile so they thought it was a perfect transition into a new generation of the Spanish Mediterranean. He said they were not opposed to going back to a barrel tile if it becomes an issue. The consistency they are doing throughout the property on this application has improved from previous applications, he said, but they are more than willing to review some of the items mentioned if it is an issue with the neighbor or if it conflicts with the Code. Acting Chairman Murphy reminded that when an application is made, the neighbors are notified and he wanted to know if there was any communication and/or discussion from the neighbor in advance to the ARPB meeting, even going back to April when this process began. Mr. Sebastian Martinez, who stated he represents Mr. Leslie Alexander, and was present at the last ARPB meeting in October when this application was proposed. He said that he was approached after the meeting at his car and said that he gave his contact information and was told that he would be contacted but never received any communication. He said that all Mr. Alexander wants is to have some input on everything that is going on. Acting Chairman Murphy said that there were so many technical points given by Mr. Weiner that the board was in "data overload". Mr. Weiner then asked if the board would postpone everything and meet with them before the next meeting. Mrs. Galloway responded saying she would not like a postponement and stated they already had permits from Delray and started construction. Mr. Roach spoke up and questioned if they had "started construction" and Mrs. Galloway answered that they already had permits from the city, since "this was just a revision". Town Manager Dunham spoke up and stated this is not a revision but a new application. Acting Chairman Murphy noted that Mrs. Galloway had tried to engage the neighbor to move forward and is willing to accommodate the technical points as well as the aesthetic points. Mrs. Galloway said that her husband had walked the property a month ago with Mr. Alexander and they had a discussion about what they were proposing. Mr. Alexander acknowledged that he didn't like the wall at which point Mr. Galloway told him they had the approval for it and were still contemplating the vegetation issues. She said Mr. Alexander never communicated with them after that meeting of how they could work together to make this happen. She stated she would be happy to sit down in a room, with lawyers present if need be, and discuss privacy issues and the wall, if that is really what is important to them. Acting Chairman Murphy noted the expression of intent on both sides to move forward amicably and then pointedly asked Mrs. Galloway if construction was taking place, in which she replied in the negative. Mr. Polania spoke up saying the permit that was issued was per the approved plans and that today was just a revision to clarify those plans. Acting Chairman Murphy then made it very clear that this was not a revision but a new application. 4 Minutes of ARPB Regular Meeting & Public Hearing Held 11-15-18 @ 8:30 A.M. Town Manager Dunham stated this was information overload and this is the first time the staff is seeing any of the technical points brought up. He clarified that the application was initially approved with an enclosed stairwell and when the plans came in for permitting, the staff saw that it had changed and made them go back to the ARPB and it was denied at that point. After the denial, the period of time to appeal passed thus making it necessary to apply for a new application, he said. With all the technical points now brought up by Mr. Weiner, Mr. Dunham stated that the staff would need some time to dissect. Acting Chairman Murphy then said the task of the board is to meet the minimum standards of the Design Code and there were obviously points raised that need to be discussed and examined. He went on to state that he felt this falls into two categories: 1. There is a technical Code oversight and interpretation and; 2. A meeting needs to be held by all parties and the Town staff to discuss these issues before the next meeting. Mr. Dockerty moved to postpone Application #18-13 so that the Town staff and applicant have time to address the points brought up by the neighbor's representative and Mr. Roach seconded the motion with all voting AYE. VII. Items by Staff. Town Manager Dunham explained that at the October 25, 2018 ARPB meeting re: 3400 Polo Dr., a motion was made and approved for the architect to consult with his clients to eliminate the special exception of the extra 166 sq. ft. over the allowable square footage and re -submit the application at the November 15, 2018 ARPB meeting. He noted that the Town has not received any communication from the architect regarding the property. VIII. Items by Board Members. Mr. Roach stated that he would like the amount of time that is taking place for certain construction within Gulf Stream to be re- addressed by the Commission and mentioned that the Town of Palm Beach has regulations as to how much time is allowed. Town Manager Dunham stated that it has been brought before the Commission a couple of times and Staff Attorney Nazarro explained the Commission came to the conclusion that it would only impact a small amount of homes. He agreed with Mr. Roach in the fact that the Town of Palm Beach does have an ordinance based on the square footage of the home and a sliding scale based on the number of months and time that has historically been taken in Palm Beach. He said there could be a study conducted in Gulf Stream with an average based on square footage and have our own sliding scale with a fee to be paid for construction that goes over the timetable. Mr. Roach made a motion that the Commission revisit the idea of a time length for the construction of a house, based upon square footage and FAR regulations, and Mr. Dockerty seconded the motion with all voting AYE. IX. Public. There was no comment from the public. X. Adjournment. Acting Chairman Murphy adjourned the meeting at 9:42 A.M. Rene6 Basel Executive Assistant 5 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #:18-13 Owner: Scott and Beata Galloway Address: 1535 N. Ocean Blvd. Agent: Fredy Polania/ Randall Stofft Architects. Proposed Improvement: This is an application for the construction of a 709 sq. ft. guest suite above the existing three -car garage, an exterior staircase on the south side of the garage, construction of a trellis outside of the great room, enclose an existing breezeway, install new terra cotta roof tile, construct a retaining wall inside of the existing sea wall, construct a new black chain link fence with shrubs, construct a dune walk -over and revise the landscape/ hardscape design. Approvals Requested: Level II Architectural/Site Plan: To permit the approval of a Level II Site Plan Review that includes the following: • The construction of an exterior staircase • Construct a trellis • Enclose an existing breezeway • Install a new, barrel tile roof • Construct a new retaining wall • Construct a new dune walk -over • Revise the original landscape/hardscape design • Replace the approved south masonry wall with a black coated chain link fence with shrubs Gross Lot size: 40,126 sq. ft. Effective Lot Area: 37,450 sq. ft. Proposed Total Floor Area: 9,845 sq. ft. Allowable: 10,090 sq. ft. Zoning District: RS -B Issues Considered During Review: Section 66-144 Standards: Regarding Level II 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 Sections 70-216 - 70-222 Spanish Mediterranean Revival Style Architectural Standards Sections 70-236 - 70-244 Gulf Stream Bermuda Style Architectural Standards History: 1. A previous application was heard and approved by the ARPB on April 25, 2018. That application requested the approval of a 795 sq. ft. guest suite above the existing three -car garage. The ingress and egress to the guest suite was by way of a staircase located on the south side of the structure. That staircase was under roof and completely enclosed. Architectural Review and Planning Board ARPB File #18-13 ARPB December 27, 2018 Page 2 2. A revision to the approved application was heard and approved by the ARPB on June 28, 2018 for a North Ocean Boulevard Overlay Permit to construct an 8' high cement wall within the N. Ocean Blvd. Corridor and to approve a Level II Architectural/ Site Plan to permit the construction of an 8' high concrete perimeter wall across the front of the property and 144' on the south side of the property. 3. A revision to the approved application, which was heard and denied by the ARPB on July 26, 2018, attempted to change the 709 sq. ft. addition from a guest suite to a storeroom. The revision also requested to have the under roof and completely enclosed staircase changed to be an open, visible staircase. 4. This application, submitted by the same applicant, is a new, more comprehensive application. The application includes a revised open, visible stairwell with architectural features and landscape buffering, the construction of the trellis, the enclosure of the breezeway, the change in roof tile, the removal of one of two retaining walls included on previous submittals, the construction of a dune walk -over and a revised landscape/hardscape plan. Motion: Motion to approve a Level II Architectural/ Site Plan based on a finding that the proposed construction of a 709 sq. ft. guest suite above the existing three -car garage that is attached to an existing two-story Gulf Stream Bermuda style, single-family dwelling and extensive landscaping of the property meet the minimum intent of the design manual and applicable review standards with the follozi)ing condition: 1. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. ARPB Date: April 25, 2018 Action: Approved a Level II Architectural/Site Plan (5-0) ARPB Date: June 28, 2018 Action: Approved a revision to the Level II Architectural/Site Plan to permit the construction of an 8' high concrete perimeter wall across the front of the property and 144' on the south side of the property. ARPB Date: July 26, 2018 Action: Revision Denied. (5-0) ARPB Date: November 15, 2018 Action: Postponed the item to a date certain, December 27, 2018 ARPB Date: December 27,2018 Action: GALLOWAY Residence -1535 NORTH OCEAN BLVD. TOWN OF GULF STREAM SITE DATA TABLE r► RECEIVED 4 Gross Lot Area 40,125 SF DEC 07 2018 Town of Gulf Stream, FL Effective Loi Area 37,450 S F FAR Calculations EXISTING DEMO NEIN S.F. NET Is' Floor Living 4,172 S.F. 4,172 S.F. Cellings over 15' (double) 2nd Floor Living 2,458 S.F. 709 S.F. 3,167 S.F. V Floor Covered porches, overhangs s 2 %') 1,025 S.F. 2"d Floor Covered 750 S.F. Awnings > V and screen enclosure (at 50%) Garage 731 S.F. Gross Floor Area 9,136 S.F. 709 S.F. Out Buildings Total Floor Area Proposed 9, 845 S.F. First 20,000 X.33 6,600 S.F. Over 20,000 X.20 3,490 S.F. Total Allowable FAR Per Manual 10,090 S.F. Total Hardscape Area 16,104 HARDSCAPE =16,104 S.F. LOT COV. = 5,928 S.F. � TOTAL =22,032 S.F. .16% Required Landscape Area (fot size x 40/) 141980 S.F. o Actual /o Landscape Open Space Area 37,450 - 22,032 m 115,43-8 SF(4 Town of Gulf Stream TOWN OF GULF STREAM • > RECEIVED OCT 18 2010 Town of Gulf Stream, FL APPLICATION FOR DEVELOPMENT APPROVAL am This form is to be used for all development review applications oo b Town Comm ssioheard by the n To comp Gulf a eethe ^ .Architectural Review and Planning Board, Board of Adjustment, and/or 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 # vn.^ 1 PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information SCOTT S BEATA GALLOWAY/ GALLOWAY RESIDENCE I.A.I. Project/Owner Name: I.A.2. Project Address: 1535 NORTH OCEAN BLVD. , GULF STREAM, FL PORTION OF THE NORTH 100 FEET OF THE SOUTH 168 FEET I.A.3. Pro�ect Propert , Leal Description: 43 EAST, PALM BEACH COUNTY, OF OVERNMEN LO 1 OF SECTION 0, TOWNSHIP 46 SOUTH, RANGE FLORIDA LYING EAST OF THE EASTERLY RIGHT- -Y LIN OF Q Requesting approval for an exterior staircase at the I.A4. Pro err,g� Descn ti n ��ddesc�be in detail rrncludinp # of stories, etc.) previi�usry appro�ecpadi1tion (storage over'the existirfg garage. The addition wi a converte to a guest suite in lieu of a storage. previ u y outside of great room, enclose the existing breezeway, than a barrel the to a flat tile. Ne • 'ng is broken) New New Landscape / Hardscape, new landscape retaining wall, New beach dune walk over. I.A.5. Square Footage of New Structure or Addition: NO NEW BUILDING T GULF STREAM - MEDITERRANEAN / BERMUDA STYLE ARCHITECTURE Architectural Style:' n BoUlevard 1.A.6. Check all that apply: ®Arditt ❑ mDemoltion of Structures an Review 0 a ❑ Clearing Non -resider al 'North Variance Overlay (complete section 8) (complete section G) ® Special Exception (complete section F_) GRADE BEAMS AND PILES I.A,7. (a) Proposed F.F.E.: existing tin. f1r Type of Foundation: B. Owner Information �1:111. 1.B.1. Owner Address: 1535 NORTH OCEAN BOULEVARD 1.13.2. Owner Phone Number. I.13.3. Owner C. Agent Information I.C.I . Agent Name and Firm Name: FREDY POLANIA / RANDALL STOFFT ARCHITECTS I.C.2. Agent Address: 42 N. SWINTON AVE. DELRAY BEACH. FL 33444 I.C.3. Agent Phon Numb o) (561)243-0799 CeII Fax 1.C.4. Agent 5lgnature: Official Us Only Pre -App Date: ARPB Date: __ ___-- App Date: Recommendation: Cam Date: TC Date: Decision: Application for Development Approval Form, ADA.2000 page 2 revised 6/13/00 k. Town of Gulf Stream PART 111. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? BEACHFRONT DISCTRICT (RS -B) III.A.2. Is the project compatible with the intent of the zoning district? El Yes 0 No Explain. THE PROPOSED FITS WITHIN ALL THE SITE SETBACKS, ARCHITECTURAL STYLE, MASSING, MATERIALS USED AND LUSH LANDSCAPE SET FORTH BY THE BEACHFRONT DISTRICT GUIDELINES. III.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 EXTERIOR STAIR IS CONSISTENT WITH THE LAND USE AS IT COMPLIMENTS THE RESIDENTIAL NEIGHBORHOOD. IiI.A.4. How are ingress and egress to the property to be provided? THE EXISTING DRIVEWAY FROM NORTH OCEAN BLVD. WILL REMAIN. 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 CONNECTION TO TOWN SEWER SYSTEM c. Potable Water CONNECTION TO TOWN WATER SYSTEM d. Irrigation Water CONNECTION TO TOWN WATER SYSTEM e. Electricity CONNECTION TO FP&L f. Telephone CONNECTION TO PRIVATE COMPANY AT&T OR EQUAL g. Gas CONNECTION TO PROPANE TANK WILL SUBMIT FOR PERMIT h. Cable Television CONNECTION TO PRIVATE COMPANY ( DIRECT TV OR EOUAL 1 Iii.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 2 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 Approvals/Requirements iV.A.1. Does the project involve land area within fifty feet (50') of the AIA (North Ocean Boulevard) right-of- way? ❑ Yes ZI No (If "Yes", section S of -this part must be completed.) iV.A.2. Does the project Involve the demolition of one or more structures? ❑ Yes ® 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? ❑ Yes ® No (If "Yes", section D of this part must be completed.) RECEiVED iV.A.5. Does the project require approval of a Special Exception? ❑ Yes ® No (If "Yes",section E of this part must be completed.) OCT 18 11118 iV.A.6. Is the project at variance with any regulations contained in the Zoning Code? Town of Gulf Stream, FL © Yes ® No (if "Yes", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 GED Town of Gulf Stream ��o°"" EE v V B. Projects Requiring North Ocean Boulevard Overlay Permit OCT 18 2019 Town 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 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 Enhancemer Project? IV.B.5. What.mitigation is proposed so that the disturbance/addition has the least and aesthetic quality of the North Ocean Boulevard Overlay C. Projects Requiring a Demolition Permit W.C.1. When are the existing structures to be demolished? N/A W.C.2. When are the proposed structures to be constructed? to the visual 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: 1V.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. IV.D.5. What replacement materials are proposed? N/A Application for Development Approval, Form ADA.32000 Page 4 February 2002 ARCHITECT: La030 PKEWDIUMM5 RANDALL STOFFT ARCHITECTS ABV. ABOVE H.C. HOULOWCORE R.O. ROUGH OPENING ACOUS. ACOUSTICAL HDWD. HARDWOOD RPD. REDWOOD ADI. ADJUSTABLE HOWE. HARDWARE R.W.L. RAIN WATER LEADER AL. APPROX. ALUMINUM APPROXIMATE HOT. HORIL HEIGHT HORIZONTAL S.C. SCHED. SOLID CORE SCHEDULE BD. BOARD I.D. INSIDE DIAMETER SHT. SHEET BLDG. BIN. BUILDING BLOCK INCMD. INSUL. INCANDESCENT INSULATION SIM. SU. SIMILAR SOUME BOT. BOTTOM INT. INTERIOR SST. STANLESSSMEL CAB. CER. CABINET CERAMIC JT. LAM. JOINT LAMINATE STD. STC. STANDARD STEEL G.I. CAST IRON IAV. LAVATORY STOR. STORAGE CCR. CLEAR LOC. LOCATION STHUCT. STRUCTURAL COL. CONC. COLUMN CONCRETE MAX MED1. —mum MECHANICAL SUSP. SWM. SUSPENDED SYMMETRICAL CONN. CONNECTION MET. METAL T.L. TOP OFCURB CONT. CTSK. CONTINUOUS COUNTERSUNK MFR. MIN. MANUFACTURER MINIMUM TEL TBG TELEPHONE TONGUE AND GROOVE DECOR. DECORATIVE MISCO MISCELLANEOUS THK. THICK DET. D.F. DIA DETAIL DOUGLAS FIR M.O. MTD, MASONRYOPENING MOUNTED T.C. T.OER. TOPOFCHIMNEY TOPOFFRAMING DIM. DIAMETER MOL. MULLION TO L. TOP OFLEDGER DN. DIMENSION N.I.C. NOT INCONTRACT T.O.P. TOP OFPIATE D.B. D.G. DOWN DOWNSPOUT NO. N.T.S. NUMBER NOT TO SCALE T.O.R. IYP. TOP OF PLATE TYPICAL EA DRAWING OA OVERALL LION, UNLESS OTHERWISE EL. ELEV. EACH ELEVATION OBS. O.C. OBSCURE ON CENTER VERT. VEST. NOTED VERTICAL VESTIBULE ELEC. ELEVATOR O.O. OUTSIDE DIAMETER V.GOF. VERTICAL GRAIN EQ. EXH. ELECTRICAL EQUAL OFF. OPNG. OFFICE OPENING W/ Wb WITH WITHOUT EXP. EXHAUST DPP. OPPOSITE W.C. WATERCLOSET EXT. EXIST. EXPANSION EXTERIOR PL. PLAS. RATE PLASTER WD. WOW. WOOD WINDOW F.F. EXISTING PLYN'D. PLYWOOD W.H. WATER HEATER FLASH. FLUOR. FINISH FLOOR FLASHING PR PRLST. PAIR PRECAST WSCT. WT. WAINSCOT WEIGHT FT. FLUORESCENT P.T.D.F. PRESSURE SYMB. SYMBOLS FTG. GA. FOOTFEET FOOTING PIN. O.T. TREATED PARTITION 6 AND ANGLE GALV. GAUGE RAD. QUARRY TILE @ AT GL. GR. GALVMIZEQ GLASS RELIVE. REO. RADIUS REINFORCE 0 CENTER LINE DIAMETER ORRMND GYP, GRADE RM. REQUIRED > POUND OR NUMBER H.B. GYPSUM HOSE BIBS REINFORCING STEEL: ROOM SECTION AND DETAILS E INSULATION: INSULATION SHALL OPROVIDEDMD INSTALLED PER FLORIDA MODEL ENERGY CODE, SECTION B. MINIMUM OFR-tB BLANKET INSULATK)N AT ROOFS AND R-11 AT COMPLETED WILL BAND DOCUMENDWILLBEINACCORDANCEWITHTHE INTENT OF THE CONSTRUCTION PR@J01T 4IRLi-JN ARCHITECT: CONTRACTOR: RANDALL STOFFT ARCHITECTS MARC JULIEN HOMES 42 NORTH SWINTON AVE., SUITE I 755 NW 17TH AVE. SUITE 107 DELRAY BEACH,FLORIDA33444 DELRAY BEACH, FLORIDA TEL: 561.243.0799, FAX: 561.243.0299 CONTACT: FREDYPOLANIA TEL: 954-2I10.TA50 CONTACT: MARCJULIEN EMAIL: MEDY@STOFFT.COM EMAIL: MJULIEN@MARCJULIENHOMES.COM STRUCTURAL ENGINEER: INTERIOR DESIGNER: PROJECT CLASSIC JONATHAN TAYLOR DESIGN 7318 TEXAS TRAIL CONTACT: JONATHAN TAYLOR SOCA RATON, FLORIDA 33487 EMAIL: JT@JONATHANTAYLORDESIGN.COM TEL: 954567-7803, FAX: W156S5438 PlI R O OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. CONTACT: FARID ASUGATTAS, PE /6\ EMAIL MUGATTASF@GWILCOM CHARGE ARCHITECT SH4LL NOT BE RESPONSIBLE OR HAVE CONTROL DR LNMGE OVER ME ACTS ARCHITECT HALL NOT BE CONTROL OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, F ECORDMODIFIEDO MUST THE PRIME PROFESSIONAL OF RECORD VINO MUST REVIEW PROPOSED EPRIME PROFESSIONAL MARE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING MEP ENGINEER LANDSCAPE ARCHITECT: JOHN LANGFORD ENGINEERING SUGG DESIGN STUDIO L.L.C. 238 DOVER STREET 2338 BE OCEAN BLVD. #233 BOCA EATON, FLORIOA 3W7 STUART, FLORIDA 33996 TEL: 561.302.6515, FAX: 561.237.5680 TEL: 772-9195696 CONTACT: JOHN LANGFORD, PE. CONTACT: DANIELSUGG EMAIL: JOHN.IANGFORD@JWLENGINEERING.COM EMAIL: suggdssignslUOb�gmeiLmm 15 5 N • RTH OCEAN = OULEVARD TERMITE PROTECTION NOTES FBC 201] -RESIDENTIAL, SECTION 8318.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED MRMITICIDES, INQVOING SOIL APRIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APRIEO TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, REGISIEREDTERMIi1GDE. UPON COMPLETION OF THE -CATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT SY THE UCENSED PEST CONTROL COPANYTHAT CONTAINS THE FOLLOWING STATDAENT: THE BUILDING HAS RECEIVEDA COMPLETE TREATMENT FDR THE PREVENTION OF SUSTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH THE RULES PND LAWS ESTABLISHED SY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. ADDITIONALLY, APR ENTSIGNWHICHIDENTIFIESTHETERMITETREATMENTPROVIDERANDNEEDFOR RE -INSPECTION AND TREAIMENTCONTRACT RENEWAL SHALL BE PROVIDED. ME SIGN SHALL BE POSTED NEAR THE SITE WALL / FENCING TO BE SUBMITTED AS SEPARATE PERMIT -GENERATOR TO BE SUBMITTED AS SEPARATE PERMIT -ROOFING TO BE SUBMITTED AS A SEPARATE PERMIT -PAVING TO BE SUBMITTED AS A SEPARATE PERMIT -OPEN STRUCTURE A TRELLIS TO BE SUBMITTED AS A SEPARATE PERMIT NOTE 1) CONTRACTOR TO PROVIDE SHOP DRAWINGS I PRODUCT ARPROJAL FOR STAIR AND BALCONY RAILINGS 8 DECORATIVE SHUTTERS PRIOR TO INSTALLATION. 2) ALL GLASS IN HANDRAILS AND GUARDRALSTO BE FULLY TEMPERED AND LAMINATED PER FSC 2017, SECTION 2407 AND SHALL COMPLY WITH CATEGORY 2 OF CPSC 16 CFA PART OR CLASS'!' OF ANSI Z. (APPROVED PASSED RESULTS REQUIRED.) NOTE HEREBY CERTIFY THAT THE PIANS AND SPECIFICATIONS COVERED BY THE ENERGY CALCULATIONS ARE IN COMPLIANCE WITH THE FLORIDA ENERGY CODE HEREBY CERTIFY THAT THIS BURYING, AS DESIGNED, IS IN COMPLIANCE W LTH THE FLORIDAENERGYCODE. REFERTOTHEENERGYCMCULATK)NSFOR DETAILED INFORMATION DCE90M FLa0UGu IETEng THE FOLLOWING DESIGN PARAMETERS ARE REPEATED FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTESIDESIGN PARAMETERS) RIE9301DIEHUMD. @@PIE 0HIP 03NLaU M 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 NFPA70. RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2017 FBC-RESIDENTIAL 1. MUST MEET THE REQUIREMENTS AS OUTLINED IN SECTION 84501.17 - RESIDENTIAL SWIMMING BARRIER REQUIREMENT. 2. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET REOUIREMENT #1 (EXIT ALARMS) OR #2 (SELF-CLOSING, SELF LATCHING DEVICES) OF SECTION 84501.17.1.9. 3. ALL DEVICES OUTLINED IN SECTION M W 1.17.1.9 SHALL BE MOUNTED AT 54' MIN. ABOVE THE THRESHOLD WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE REQUIREMENTS SET FORTH IN CHAPTER 45 OF THE M17 FBCRESIDENTIAL. Y COO [n1�4G3MC�400O 1 R OO TE09�pC �0G=0C�GQ400O nM� %HID C IEHCEML nlew0G3Cnut o l4a SURVEY ARCHITECT'S STATUS: EARTH WORK: TRUSSES: ROUGH CARPENTRY: TIMBER A.THE GEOFOGARCHITECT SUCTI OMBERESFONODS, ORAND IQUEL, NOT HAVE CONTROL OR E9, SEQUENCONNE CHARGE OFCONSIAUCTIOMEMS,METHUTIONS A. ALL WORKINCONFORMANCE WITH THE FINAL SOILS, COMPACTION AND GEOLOGICAL REPoRI5, GEOLOGICAL IS IN THE HOWEVER, HAS BEEN DESIGNED UNDER UPNOTINGMNSTRUCTION RCTURE HAS BEEN DESIGNED NATURE. HOWEVER,THESUFP THE SUPPORTING AALL SHAU-EINSTAINSTALLED WIWITHCRCROWN UPUNLESS 0MERWISE NOTED CANT LEVERED BEMAS SHALL BE INSTALLED WITH CROWN GOWN. SOUTHERN PINERY MIN. STRESS GRADE LUMBER OR A. STRUCTURAL LTTIMBER MIN BE9W (MIN,) APPROVED EQUAL THE MIN. EPROPERTIES ARE AB FOLOWS: AND PRO- THE WORE MID HE OR THE WILL N T PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTGt5fAIWRE B. FOUNDATIONS SHALL BE MONOUTHIC OR SPREAD FOOTINGS BASED ON ASDL VERIFTRUCT SHALLBE BENT TO THE FINALTART BEARINGCAPACITTECT IN SS EMSTHUC W THAL TRU11 MITHATT .THISF FRAMING SCHEME 111 WILL01IFTY SSSS MA THE FINAL THUSS MFG LAYOUT. THIS FRAMING SCHEME DIRECTION OF TRUSSES MAJOR G.T. 8. 3'MINIMUM BEAR LNG BY BEMIS AND GIRDERS ON MASONRY OR CONCRETE. - - AND PRESSURE TREATED FOR USE AGAINST 'FB-TEAN 0140 PSI E-1,600,000 PSI E=I,M, CONCRETE AND MASONRY. INACCORINNGRESPONSIBLEO WTHTHE THE PlI R O OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. BEARING CAN LY FROM AFTEROBTAININGPROPOSED CHANGES CHANGES ANO OR(2)YX4'STUDS MINIMUM UNDER ALL BEMIS MD HEADERS B. TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CHARGE ARCHITECT SH4LL NOT BE RESPONSIBLE OR HAVE CONTROL DR LNMGE OVER ME ACTS ARCHITECT HALL NOT BE CONTROL OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, F ECORDMODIFIEDO MUST THE PRIME PROFESSIONAL OF RECORD VINO MUST REVIEW PROPOSED EPRIME PROFESSIONAL MARE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING C. PROVIDE 4•X4'POSTS UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: AMERICAN TEOFTIMBER CONSTRUCTION TIMBER CONSTRUCTION MANUAL EMPLOYEES OR ANY OTHER PERSONS PERFORMING PMR' O THE WORK APPLY VIBRATORY COMPACTOR WITH A MIN NUM OF FOUR PASSES. TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO POURING OF FOUNDATION. D. ALLSUBSILIS OVER 6-0'IN LENGTH SHALL BE DOUBLE YX4'e T ASSOCIATION NATIONAL DESIGN SPECIFICATION FOR NATIONAL FOREST PRODUCTS CREST CODES: TO MODIFIED PROCTOR ASTM D155] TO PDISTMCE O. SOIL SHALL BE COMPACTED B5% ( ) A300 EXTERIOR ELEVATIONS FRONT"REAR STAND AM RICH PLYWOOD ASSOCIATION PLYWOOD DESIGN E WOODCATION: A301 EXTERIOR ELEVATIONS LEFT 8 RIGHT NORTH AND SOUTH OFSFEET BEYOND ALL BURYING EDGES. AT LEAST ONE FIELD DENGITY TEST SHALL BE ARE To BEM ADE I2 B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATORB TR EOFIRO, FLORIDA. TRUSS NEECATED FABRICA TORT PECIPROVIDE E. DOUBIEYIM'PSPREDTOGETHE WITHIN 5'dC ST AGGEREDMAV BE USED IN LIEU OF4'YA'POSTS WHERE CONTANEO WITHIN WA113 UNLESS SPECIFICALLY NOTED MER(TION MA 14 N:PMERIL AN WOOD PRESERVERS ASSOCIATION STANDARDS'NATIONAL LUMBER NATIONAL DESIGN SPECIFICATION FOR SiliE59 OBS STRICTLY THE CONSTRUCTS HAVINGTHE PROJECT, INSFAUL CLUDING CONSTRUCTION THEPRICAL,P INCLUDNG ALLAFPLICABLEBTACOCITY AND COUNTY PERFORMED W THEEACH OMPAD FEET AREA RESULTS F PROCTQR TBEL OW THE ANGERS AS REQ FABRICATOR TO PROVIDE PRE-FABRIWTEp MANGERS AS REQUIRED. PRE OTHERWISE ON PLANS. GRADE FASTERCIATION, GRADE LUMBER AND ITS FASTENINGS. LUMBER MIDI ITS BUILDING,ZONING, ELECTRICAL, PLUMBING, NMDFIRE CODES. CONDUCTOR H ARCH( ED—GINFERtESi(S)MDFIELD OE LL BEF FURNISHED NSITY TESTIS) SHALLBE FURNISHED TO THE ARCHITELTIENGINEER.ALL C. DESIGN, A INSTALLATION OD ANDTAN SHEET METAL FALL LUMBER INDIRECT WITNSTEELERIALORCONCRETE A REMADE USING CONNECTORS. MID B INC SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY pISCREPMCY BETWEEN THE CODES PND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION O THE ARCHITECT. E.)FILL WTHWALL BE LSSTHAEM, WELLGRADEDDSMD, CLL MATERIAL SAL PERLACEDIN LIFT (75) WITH LESS THAN 2% PASSING 200 SIEVE. FILL MATERIAL SHALL BE RAGED IN LIFTS THE ROTRUSSES CONNECTORS SNALLBE INACGOPDANGE WITH THEFOLLOWNG STANDARDS, ACCID ORDANCE OVEDCONTACT GLBEPRGANC HAVE TREATED, HAVEN APPROVEDSEPAMTING MATERIAL OR HAV£PGALVPNIZED ANCHOR SEAT. SUBMIT RSIMPCTURER50ATE FOR APPROVAL. TOE NAIL WILLMANUFACTURE GAT LNOT BE RIATTE FASTENERS TO BE AS MMUMCTURED BY USP OR SIMPSON. EASTENLWG To AS MANUFACTURED OF NOT MORE THAN IT MO COMPACTED AS ABOVE, D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES(ROOFXTPI THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 31858 EDITION). (AMERICAN INSTITUTE OF STEEL F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1B180F THE FL 05); DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF THU95ES(RWRXPCT80);BMCINGWOODTRUSSES' GOMMENTARYAND G. WILDING PAPER FEDERAL SPECIFICATIONS UUS-7B0. INSTALL UNDER ROOFING AND TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH AND PROCEDURES MO AGENCIES APPROVED BY US PROCEDURE PS 20.94. CONSTRUCTON)ASCAWAI3TH EDITION. BOLDING CODE REQUIREMENTS ANO AS T.JRES SPECIFICATIONS FOR MASONRY STITION.BUILOIN 5COMRCEIREMETS AN8). BUILDING WILDINGCOM-0. RECOMMENDATIONS(BWR 76): HANDLING MD ERECTING WOOD TRUSSES: COMENTARY AND RECOMMENDATIONS(HIB-91). OF PAPER SHALL OVERLAP THE COURSE BENEATH IT B• MINIMUM. WHERE PAPERMEETS ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT E.RYWOOD: PRODUCT STANDARD PSt-7J PND RULES FOR DFPA GRADE TRADEMARKS NATIONAL SPECIFICATIONS FOR WOOD MQUI MMSS AND NATION LD LODE REQUIREMENTS CONCRETE: THEPASSAGEOWATERBEHINDTHE FRAME, INSTALLS-101AFTPAPERATEXTERIOR OF AMERICAN PLYWOOD ASSOCIAT", CONE CONCRETE UNIT MASONRY: DOORSANO WINDOW FRANE9. F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH I15 GRADE AND PLYWOOD B. 1NESE ENERGY S AS DRAWN MD NOTED LOMRY WITHTHE BURACTIR A GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENCATIONS MID H. ALLED TO AD.IACENT PARTITIONS, AND SHALL WITH TRADE—HALLN N MCG WITH STANDARDS A NALL REOUIREME COTRETY RSHALL ENT MODEL ETH REQUIREMENTS OF ACI. 318-08. A. THIS PROJECT I9 ENGINEERED UNIT MASONRY HAVE AT LEAST STUD POST AT ALL ENDS, CORNERS AND EACH SLAT OF AL1 T LEAST DOUBLE STUDP OST T ALL SS OF GRADING PIECE WITH DEFECTS SIUl1 NOT BE USED REGARDLESS OF GRADING WITH DEE BE USE H MSELF THE GOVERNING CODE IN ALL THTHEGOVERNINIS CODE. ITS ENTIREtt ANO BURY IN ACCORDANCE WITH ALL PROVISIONS Of THIS CODE. ACCOFAAIURDANCE SI OR II. LOW A SILL TESTED AND B. PORTLAND CEMENT: ASTMNT ACCORDANCE RESIGREMEN BE IN ACCORDANCE WITH STRUCTURES ON'BUILDING CODE REQUIREMENTS FOR MASONRYSiRUCIURES AND THECOMMENTMY ON BVIIDING CODE MIDI THE COMMENTARY WINDOW AND DOOR OPENINGS. G. EXTERIOR RYWOOD SHEATHING SHALL BE GROUP STANDARD (C-0) EM-0FP0. (CL) SULFATE CERTIFIED. USE TYPE VCEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF FOR REQUIREMENTS FOR MASONRY STRUCTURES. (. ROOF SHEATHING:19(JTTHICK GWE,C-0 PLYWOODSNEAWT EXT#PA, BTRUCTURALI(C-0)EM-0FPAOR BTRUCNRALI(CL)E%T#PA PERMITS: MORE THAN 02 PERCENT, FACTERMOR DETRSTANDARD GRADE, 4RY,IR WITH FACE GRAIN CROTHWATER :FROM DOMESTIC SOURCES, LLEM,POTABLE, AND FREE FROM ALL ORGANIC B. NOTINFOLESSRCING THAN48 DIAMETERS To SLI/O,APAGRADETRMER JOIN7,APPLY pERPENDICUIAR TO SUPPoRTSMDSTAGGER JOINTS DOORS AND WINDOWS: OBTAINING ALL REQUIRED BUILDING A THE CONTRACTORSMID OR OTHER DEIETEROU9 MPTERALS. IN ALLRNFORCIE IIAPREINFORCINREINFORCING CORNERS. EDORCING. BARSAP SIZONTAL RE TORCINGAL BARS ASMUM THE MOUND CORNERS. ONTALBM3 SHALLBE TIED TOVERTIC ABTHEWORK J. HANGERS FRAMINGANCHORSO STEEL OF FASTENERS: STAMPEDOROMMENDED AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS FOR T EIR RESPECTIVE D. AGGREGATES ASTM C33 FOR SCALLS ON GRADE. PROGRESSES IN OT NGOF ESAN AND BY BE RECOMMENDED BY THE TYPE INDICATED MILS BE THOSE FURNISHED ADGARA LABEL D003 MOFPAME WITH CLOSER AND METH THRESHOLD BETWEEN HOUSE MO GARAGE. JOB CONDITIONS: E. SAND: ASTIV—FOR9LABSONGRADE R VORTEMBEDDED I BE MITTS EXCEPT FOR W REINFORCING.IN JOINTS OR MORTAL WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT MANUFACTURER NALS BE BE FULLY ORNENINNL HOLES IN PE B THE ANCHOR, ALL FNNGER3 Mp MGIORS SHALL BE GNVANIZEO. B. SAFETY GLAZING: (TEMPERED GLASS) DOOR SIDEiIIES WITHIN IT OF DOOR GLASS A HE PRIOR TO SUBMITTAL D/ INT AS INC UOED IN THESE OWGS. OR AS AMENDED BY THE FINAL F. FOUNDATIONS'. BALL L W LS: SHALL NOT BE SLOPED MORE THAN ONE HORQOUTAL TOB C.FOUNCAOALIGN E IN FLOOR AND CEILING ABSEMBLIESNOT TO IXCEE01000 Sff.IN K. DCS NB AND SHOWER ENCLOSURES WINDOW AND MIRRORS AT TUB MD SHOWERS WITH BILLS LESS THM80'A.FF. FRENCH DOORS. CTHE ONTRACT NEGOTIATIONS, AND WTHTH OR CONTRACT NEGOTIATIONS. PND HE SHALL VERIFY EXISTING CONDITIONS WITH THE SHALL VERIFY BOILS REPORT. VERTICAL TO ALIGN WITH BLOCK CORE. ATTICS FOR MEAB OVER 80005IF FOR AREAS DOCUMENT` CONSTRUCTION DISCREPANCIESBATTENTIONIN CONSTRUCTIONOOCUM 4 VAPOR BARRIER: BENEATH STABS TO BEBMIL. POITETHVLENE. D. AEON OUT OR THINGS SMALL BE PROJIOED AT BOTTOM GROUTED CELLS. SEAL HORIZONTAL, OPERABLE FROM THE INSIDE WITHOUT THE USE OF C SIR BEO E-11ATIFICATIOE TBE SUBMITTED CONSTRUCTION BY THE BIDS SHBE NU_NOT E UMEED OR CONS RUCTIOIN CONTRACTS AFTERCLEANING AND INSPECTION . LFIRESLOCKNG. INSTALL IN CONCEALED SPACES BOTH VERTICALMO .SUCHABBUTHOTLIMIMDTO,STUUWALLS,FURREDSPACES. SOFFITS, DROP CEUNGS, TOOLS. THEY SHALL PROVIDEAGLEM OPENING OF NOT LESS 2T WIDE 24- IGH AND S.] SQUAREFEETMINIMUMAREATHE90TTOMOFOPENINGSHALLNOTBEMORETHAN- IC THEIONNTOFTHE CONSTRUCT COMMLTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION CONTRACTOR H. CON CRETE SHALLBE READYMIXON RADEAVE MINIMUMC ORBEMS,COLUMNS A OF 4000 KI FALLCR 585UBSONGRPI.YWITEPBI COLUMNS 20 CHMNEYTAIRSTRINGEMORTANp BOTTO)OPENMG9 FORVENT3. PIPES, DUCTS. ABOVE FLOOR AND LATCH AT 51' ABOVE FLOOR(MA%). DCCLIMENRS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGESWILLNOT BE ACCEPTED. REOUIREMEITSOF TIEACI COWS. ALL CRETE REQUIREMENTS NCRETE WCI E. MASONRYUNIIS SHALL BE AS 1M CNNO TYPE II 80TH MINIMUM COMPRESSIVE SANE D OF OF (BOO PSI ON NET AREA OFINDIVIDUAL UNITS. ALL CMI( SHNLL BE UID IN A NLL BED OF CHIMNEYS, FLOORJOISTS OR TRUSSES. WITH THE FL ENERGY B.DIMENSIONS MONOTES SHALL TAI(E PRECEDENCE OVER SCALE AND GRAPHICS DO COOSTRUCTURA-C E ACI META R UILMUN (ND 315MTEST EDITION), MO THE SPECS.D. 31 DETAILING FOR STRUCTURAL CONCRETE FOR BUILDINGS MTEST EDITION). MORTAL IN RUNNING BONDU.NO.ALLREINFORCING STEEL SHALLNTION MORED SHOP DRAWINGS: WINDOW UNITS SHALL DISP. LABELS SNOWING CORIMCE CODE, NOT SCALE DRAW (NGS. (ACI301 COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI FRO HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION ASIS GRADE C.ER&TIOIS) RISTING DINME%ISTINGNTFANGMDAOR ASM MLEXISIN SPECIFICATIONS IFIE0ELACEFAARICTCL ARF OIA WITHA3TMA-i85 UNLESS FROM TOP OF THESLAB IN STAB ON 0' A THE CONDUCTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS. ALL FABRICATED ITEMS AND FOR ARCHITECTS PRIOR TO FABRICATION E. ALL NEW SINGLEfAMILY HOUSES. DUPLEXES, TRI-0LEXES, CONOOMINIUMS MD TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE ALIEITIONSS)TOMIXISTINGWRYIHIT IHECONTMCTORSHALLVERIFYALL EXISTING TORN ML, MECHMICALSAN WITHMSAN GRADE LAP AU_WWFBIUfiINCHES DNI. ALL ERMRGTOATIVOESENATION BE GRADELPU_WWIEO. MINIMUM OF 6 INCHES MANU HIGH STRENGTH BILLETAUNIONFOHMING TO ASTM DESIGNATION ASIS F.ALLMORTAR SHNLBETYPESINACCOROMCEWITHASTMSPECIFICATION G2]O WITH !MINIMUM COMRRESSM: STRENGTH OF 1800 PSI AT 28 DAYS.NO TESTING FOR MORTAL AND COMMENCEMENT OF THE WORN. PRIVACY,WHERE MIN.-MSAREPENING,DON HABITABLE GRADE LEVELS, WITH! DOOR THAT HPSp MIN. 29'CLEAR OPENING. ISCR PANCIE BETWEEN THEE ELECTRICAL DISCREPANCIES IROUGHTTOTHE AND GRADE 60 LAP ALLBARS IMUM480AU.N0. ON DPAWINGS.ALL HOO(S SHOWN IN GRADE6 I -A STRENGTH IS REQUIRED FOR THIS PROJECT. B. CABINET SUPPLIER SHALL PROVIDE SXOPDMWING3. CONTRUCTIOND C-IMERDISHALL BE ATTENTION IN BE BIDS OR CTHE CONTRACT NEGOTIATIONS, WTRITINGPRIORTO-COORDISTEMDBIDEDUUEWNEGOTIBSUP.ME RTOTHE SUBMISSION WRIT( G PRIOR REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS V.N O. HALLBE G. GROUT SHALLBEAHIGHSLUMP C. WINDOW MDDOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS THERMAL MOISTURE P EMD ERS TO ISURE THAT SUBCONTRACTORS MID OTHERPROVIDERS TO INSURE TMTTHEWORKWHEN REINFORCING STEEL: MINMIX UMCOPRESLORO STRENCE GTH OF TESTING FORGRO IT STRHAVNGAMIS REQUIRED FOR SM: PRJECT. OF 3,000 PSI, NO TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. SECTION AND DETAILS E INSULATION: INSULATION SHALL OPROVIDEDMD INSTALLED PER FLORIDA MODEL ENERGY CODE, SECTION B. MINIMUM OFR-tB BLANKET INSULATK)N AT ROOFS AND R-11 AT COMPLETED WILL BAND DOCUMENDWILLBEINACCORDANCEWITHTHE INTENT OF THE CONSTRUCTION CALL WgRKSNALLCOMP LYWITH THE REQUIREMENTS FORTH INTHE H. PROVIMIGAUGEHORIZONRALJOINTREINFORCEMENT(LADDERTYPE ONLY)AT FRAME WALLS.R ON MASONRY UNLESS NOTEOOTHERWBE,PROVIDE THERMAL DOCUMENTS. CONCREE STR PUMUHE RED CONCRETE STRUCTURES' RIBLISHED STANDARD PRACTICE FORETE EXACTING EVERY SECONDCOURSE FOREARI-AAUL RIORWNLS. SHOWNONTHE pMWINGSALRE INTENDED TO BE ALL DET AILS, gEGTIONPLYTOS INSULATION AT AL EXTERIOR STUD WALLS, EXTENDED FULL HEIGHT OF WALLS, FITTED IE BRACING OF SIRUGNML AND RESPONSIBLEFORCONSTRUCTION. D. CONTUCTU R_MEM TE, EXC INSTITUTE EXCEPTWOCUMENRE INSTITUTE, BYTHEAMENTSARE SPECIFIED gEQUIREMENT9 ARE SPECIFIED IN TEE CONTRACT DOCUMENTS. TYPICAL MDSHPLL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N O. IL VALUES TO BE INSTALLED NONSTRUCTURAL MEMBERS DURING CONSTRUCTION. E I. ALL CONCRETE MASONRY BEARING MD SHEAR WALLS MUST BE INSPECTED BY A AGUNSTFLORIDAODE ENERGY ODE AS AGAINST FLRIDA MODEL ENERGY CODE AS SUBMITTED. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. ' SLAB OU VAPOR BARRIER Y(ELEVATED I X') QUALIFIED ENGINEER JUST PRIOR TO PoVRING OF THEFOUNDATION 1ST M02ND CONSTRUCTION SHALL BE IN ACCORDANLEWITH THE FLOOR.1--.—TICATION PLUMBING FIXTURES: B. BOOT/TILE'. TILE SMALL BE AS SHOWN ON DRAWINGS MCAS SELECTED BY BE PER MANUFACTURERS WORK NECESSARY TO COMPLETE CONSTRUCTION: :_SAND AND COUUMNS I IR' FOR THE DESIGN AND DONSTRUCTION OF LOAD BEARING CONCRETE MAsoNRr PUBLISHED BY NATIONAL CONCRETE MASONRY ASSOCIATION. ARCHITECT!DESIGNER. INSTALLATION SHALL RECOMENDATIONSMD RORIDABUILDINGCODE2010.ATTHEGOMPLETKINOFTNE ' FORMED CONCRETE BELOW GRADE Y BELOW GRADE 3' AWOL SHOWER HEADS SHALL MVEANI'(SCOLDING PROTECTION WORK THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE A. IT IS THE PURPOSE OF THESE RMS ARD SPECIFICATIONS TO DESCRIBE A COMPLETE UNFORMED •FOOTING 3'CLEMAT BOTT06gIDES YCLF?R OF TOP STRUCTURAL STEEL: COVERING WORI(MANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT AND FINISHED PROJECT OTHER THAN ITEMS MARKED N I C(NOT IN CONTRACT) WALLS Y CLEAR OUTSIDE FACE, 11?CLEAR INSIDE OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. 'SLABS SAP CLEAR AT TOP INTERIOR), 1 X• CLEAR AT TOP (EXTERIOR) A WpRIO.IMSNIP: NORK SHALL COMPLY WITHA.I.S.C. ASD 13THEDITION. UNLESS MORE CLEAN UP / REPAIR: • SEAN91 _ CLEAR To STIRRUPS 'COLUMNS( — CLEAR TO TIES E%ACTING REQUIREMENTS ARE SPECIFIED IN THE CONTMCT DOCUMENTS. TORSHALL MAINTAIN PREMISECLEANFREE FAL TRASH. C REINFORCING MESH : ONGRADE BUILDING SLASS SHALL BE ACI -8 ELECTRICALLY B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH T� F�//��JI��TT��DD WILL `W'(.=.1L L LSLSl:JL51NDD EBHECO SAH TC ACENTW OVERSPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC, SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. D. GENERAL BEAM NOTES: THEIATESTAIBCCODE. STRUCTUMLSTEELSHALLLONFORMTOASRA SPECIFICATION ASB. AU_ STEEL TUBING 4 PIPE SHALL CONFORM TO MTM SPECIFICATION A500 GMDEB (FY46K59. NLSTEELTOMVEASHOPCOATOFRUST INHIBITMEPAWT. ALLSHOPMD MASONRY WALL O WNL ASV OR BELOW B. THEGONTMGTOR SHALL REPARMD/OR REPLACE ALL ITEMS DAMAGED BY THE 1)SCHEQULEHOOPS OR STIRRUPS SHPLLBE PLHCEO AT EACH ENDOF BEAMUNO. 2)BUNGE PII SIR. BEAM TOP SARS IN PARS OVER SUPPORTWI TOP BARS FROM AOI. FIELD WELDING SHALL BE PERFORMED BY WELDERS OUAUFIED, PS DESCRIBED IN -RICAN WELDING SOCIETYS STANDARD OUAUFICATION PROCEDURE'NSW DI.IL TO GROUT FILLED CELL IN � POTSHELF HEIGHT AS ® PROCESS OF CONSTRUCTION MD SHALL FINISH ALL PATCHWORKS AND REPAIRS TO BEAMS. PERFORM THE TWE O WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE NABONRYWAU. NOTED MATCH ADNCENT AREAS AND SURFACES. 3)ALL TIE BEAM REINFORCING SHAJL EXTEND INTO SPM OF ANY ACJ. STR BEAM PER ELECTRODES.POURED CONCRETE COL. POURED CONCRETE COL. DIN STMDARDABTMBENDINGDIAGRMI. 4) TIE BEM1 DEPTHS ARE MIN. MD MAY BE INCREASED (6' MAX) TO FIT BLOCK WORKMD ® IN MASONRYWAIL FRAME MASONRY WNL NON-BEARING FRAME WINDOW AND DOOR HEADS. BEAMS,DRD BOTTOM OF TIE INDO PANS, MAX HEPOS(28'BEAM NON-BEARING ® WALL DDEPTH)S ADD 2#5 BOTTOMIFD PEXCEEDS 8-UNO 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND W MIN. INTO OWBE� ING SUPPORT UNG EXISTING WALL IN WALL CODE EDITIONS: Exl 1 FImMe 1=1— 11 C) 2017 FMXM Wildi p COM (FBC) 201] NMbnl 0I 1 COM (NEC) 2011 (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) ALSC LRFD 1ST EDITION. BUILDING CODE REQUIREMENTS MIO SPECS FOR MASONRYSTRUCTURES (ACI SOSTMS 40211). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR 80000 CONSTRUCTION (ANSIMFOPA N-1, ASO. _RM. BURIWOH& WORK ► RECE LVE® DEC C 0 7 2018 Town of Gulf Stream, FL VICINITY MAP Y ApY Z CS COVER SHEET SURVEY LANDSCAPE FIN HARDSCAPEPLAN HP2 HARDSCAPE PLAN LPI EXISTING TREE PLAN LP2 EXISTING TREE PLAN LP3 LANDSCAPE PLAN LP4 LANDSCAPE PLAN LP5 LANDSCAPE DETAILS 8 NOTES LE1 CONCEPTUAL LANDSCAPE ELEVATION ARCHITECTURAL RENDER EXISTING AND PROPOSED COMPARISON RENDER PROPOSED FRONT AND REAR A100 SITE PLAN A200 FIRST FLOOR NOTE PLAN A201 SECOND FLOOR PLAN A202 GARAGE AND GUEST SUITE FLOOR PLM( A205 ROOF PLAN A300 EXTERIOR ELEVATIONS FRONT"REAR STAND A301 EXTERIOR ELEVATIONS LEFT 8 RIGHT NORTH AND SOUTH A303 EXISTING PHOTOGRAPHS ► RECE LVE® DEC C 0 7 2018 Town of Gulf Stream, FL VICINITY MAP 13'wealls P UM01 BLOZ 0 330 ® a3n1333S 40• SEAGRAPEI q Cj.�s/. J 4r4� l. LEGAL DESCRIPTION: A PORTION OF THE NORTH 100 FEET OF THE SOUTH 168 FEET OF GOVERNMENT LOT 1 OF SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, LYING EAST OF THE EASTERLY RIGHT-OF-WAY LINEOF NORTH OCEAN BOULEVARD. CONTAINING 40,126 SQUARE FEET, MORE OR LESS. BOUNDARY, TOPO & TREE SURVEY GRAPHICSCALE m cINFEET t 11TTeh - 20 R 1555 N. OCEAN BLVD. LOCATION MAP 20-43-46-10-00-001-0100 NOT TO SCALE NEW COASTAL CONSTRUCTION CONTROL LINE, PLAT BOOK 80, PG. 137 OLD COASTAL CONSTRUCTION CONTROL LINE, PLAT BOOK 36, PG. 91 WALL 0.16' ORTH, TOP OF WALL ELEV. - 23.42• SITE BENCHMARK FOUND YF IRON ROD 24• SEAGRAPE AND PLASTIC CAP 36" SEAGRAPE 36• GRAPE LB. / 6504 36• SEAGRAPE SEACRAPE 40' HT COCONUT 38• GRAPE 2 T C T 16 APE N 89' 0 . 18• AHOE •'L 721.00 +/- 24• AHOE 29• SEAGRAPE�'` �� 1 N $9.2254" E 261.75 CONC. S K" •'� �o '/� -�*_ ' HT COCONUTbl* J PROPOS.DED FI o '" ,yam HT �H UOCONUTPOOL WALL 87• SEACRAPE 444000111 �E 204.65 .J B. ___[ED. 0\S 23.40 21.99 3592 1'� 17.40 I�UI N?�g • � �ig .�//I g /• y JI oa�Lie ROOF COV. FLOORM E7 ¢a II 0µ 8 3 , 1.50' BULK HEAD 52• SEACRARE ELEV.- 15.89 X CHATT. DRIVE SURVEY T IE UNE UGUSTxZON26.60 001535 20-43-46Ra Q9 10110 0 23. ZONE 0 N /COLULij 20 /ME S S ;^20 oK m W 0 Q APPROXIMATE HIGH WATER MARK O 18.00 d o oM ^ U 4• DA g i - £'i ^ PLANj1!11 PROP OSED z J WALL CHATT. ROCK DRIVE ` SEAWALL CAP ELEV. - 10.53 $ITE BENCHMARK Q 17 SAGR El _ HT COCONUT ..,WALL W ND •X• CUT J CATCH BAST 4A�' 80.50 35' HT ON AT WITNESS UNE ~' RIM EL- 14.77 J 6 MAN 4• MAHOE 10'g ONUT 40' HT NUT Q �7y � SEAGRAPE � % T NU �N 40 HT COCO�T N 89'22'54" E 249.63 RETAINING 40• HT COCONUT 89'22'54" E 145.09 N 89'22'54" E 394.72 WALL TOP OF WALL ELEV. - 16.06' 1.50' BULK HEAD >y�'g. >y�'q SITE BENCHMARK >41 1511N. OCEAN BLVD. 20-43-46-10-00-001-0700 -SOUTH UNE OF GOVERENMENT LOT 1 SECTION 10, TWP. 45 SOUTH, RANGE 43 EAST NOTE: SUBTRACT 1.66' FROM FROM NGVD BENCHMARK ELEVARION FOR NAVD ELAVATION SURVEYOR'S NOTES: 1. ALL BEARINGS OR ANGLES SHOWN HEREON ARE BASED ON THE RECORD PLAT UNLESS OTHERWISE NOTED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR RIGHTS-OF-WAY. 3. THIS SURVEY MEETS THE STANDARDS OF PRACTICEAS SET FORTH IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE 4. THIS SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY: CLIENT 5. REBARS AND CAPS WERE SET ON ALL CORNERS UNLESS OTHERWISE NOTED. B. FIELD WORK COMPLETED ON: 7/8/18 7. THIS SURVEY IS NOT VALID WITHOUT THE SURVEYOR'S SIGNATURE AND EMBOSSED SEAL 8. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. OF 1958 UNLESS OTHERWISE NOTED. 9. BENCHMARK OF ORIGIN IS CITY OF DELRAY BEACH PAACH BENCHMARK N0, P 1 10. THIS SURVEY IS LOCATED IN FLOOD ZONE X & YE PER N.F.I.P. COMMUNITY -PANEL MAP N0. 125109-0981-F BASE FIRM ELEVATION IS 1O FEET DATE OF FIRM 11 0-05-14 11. PROPERTY ADDRESS 15:1535 NORTH OCEAN BLVD., 0 FSTREAM, FLA. TMS SURNEY MEETS INE STANDARDS O' PRACTM M ME FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO CRMTER 472.027. FS NOTE THE PROPERLY BED HEREON HAY BEEN AB51RACiEp TO REFLECT ANY ENV MBRA INC CES THEREON BY BY THE UNDERSOlm A AND/OR PAUL GAMS, INC NATE: 3/1/17 CERTIFICATE: I HEREBY CERTRY MAT THE ATTACED SKETCH W 9..ARY 9U1- OF THE HEREON DEYCERED PROPERTY IS TRUE AND COW ECT TO THE REPT OF MY KNORLEODE ANO REU6.1 FURTHER ORiIFTTHAT THIS SURVEY MEETS 1NE YTANOMOS OF PRACRCE, AS SET FORTH BY THE ROROA BOARD CF LAND SURNETORS OIMTFR S 17. PURSUANT TO SECTION 472.027, RORmA STATUTES S1B.IECT TO OUAURC Ym Hm.. PAUL A. DANS P.S.M. STATE F FLORIDA I I I I I I I FOUND 14• IRON ROD AND PLASTIC CAP 8. 0 65044 6ENCE AT&T 23,09 k3' B E I L I 1(BOX CJ COMMU OLUM <• CATION BO% MOTOR ITl A&T �] I I I I IIr��1 I I o iY J Q GATE m l Ci 0 OLUUH 0 i � I ^ wi'Y �CO. POWER •q, W I O 2 it d �iN I =I _j I I- Q UZ O 0 >11*� Y I z II o I U3 I AT&T &/Box I k TE Y VE�CftfPL G PAD AT T Cr3/ I I 3' BIKE I WAIL LAN EV FOUND V IRON ROD ..J AND PLASTIC 40• SEAGRAPEI q Cj.�s/. J 4r4� l. LEGAL DESCRIPTION: A PORTION OF THE NORTH 100 FEET OF THE SOUTH 168 FEET OF GOVERNMENT LOT 1 OF SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, LYING EAST OF THE EASTERLY RIGHT-OF-WAY LINEOF NORTH OCEAN BOULEVARD. CONTAINING 40,126 SQUARE FEET, MORE OR LESS. BOUNDARY, TOPO & TREE SURVEY GRAPHICSCALE m cINFEET t 11TTeh - 20 R 1555 N. OCEAN BLVD. LOCATION MAP 20-43-46-10-00-001-0100 NOT TO SCALE NEW COASTAL CONSTRUCTION CONTROL LINE, PLAT BOOK 80, PG. 137 OLD COASTAL CONSTRUCTION CONTROL LINE, PLAT BOOK 36, PG. 91 WALL 0.16' ORTH, TOP OF WALL ELEV. - 23.42• SITE BENCHMARK FOUND YF IRON ROD 24• SEAGRAPE AND PLASTIC CAP 36" SEAGRAPE 36• GRAPE LB. / 6504 36• SEAGRAPE SEACRAPE 40' HT COCONUT 38• GRAPE 2 T C T 16 APE N 89' 0 . 18• AHOE •'L 721.00 +/- 24• AHOE 29• SEAGRAPE�'` �� 1 N $9.2254" E 261.75 CONC. S K" •'� �o '/� -�*_ ' HT COCONUTbl* J PROPOS.DED FI o '" ,yam HT �H UOCONUTPOOL WALL 87• SEACRAPE 444000111 �E 204.65 .J B. ___[ED. 0\S 23.40 21.99 3592 1'� 17.40 I�UI N?�g • � �ig .�//I g /• y JI oa�Lie ROOF COV. FLOORM E7 ¢a II 0µ 8 3 , 1.50' BULK HEAD 52• SEACRARE ELEV.- 15.89 X CHATT. DRIVE SURVEY T IE UNE UGUSTxZON26.60 001535 20-43-46Ra Q9 10110 0 23. ZONE 0 N /COLULij 20 /ME S S ;^20 oK m W 0 Q APPROXIMATE HIGH WATER MARK O 18.00 d o oM ^ U 4• DA g i - £'i ^ PLANj1!11 PROP OSED z J WALL CHATT. ROCK DRIVE ` SEAWALL CAP ELEV. - 10.53 $ITE BENCHMARK Q 17 SAGR El _ HT COCONUT ..,WALL W ND •X• CUT J CATCH BAST 4A�' 80.50 35' HT ON AT WITNESS UNE ~' RIM EL- 14.77 J 6 MAN 4• MAHOE 10'g ONUT 40' HT NUT Q �7y � SEAGRAPE � % T NU �N 40 HT COCO�T N 89'22'54" E 249.63 RETAINING 40• HT COCONUT 89'22'54" E 145.09 N 89'22'54" E 394.72 WALL TOP OF WALL ELEV. - 16.06' 1.50' BULK HEAD >y�'g. >y�'q SITE BENCHMARK >41 1511N. OCEAN BLVD. 20-43-46-10-00-001-0700 -SOUTH UNE OF GOVERENMENT LOT 1 SECTION 10, TWP. 45 SOUTH, RANGE 43 EAST NOTE: SUBTRACT 1.66' FROM FROM NGVD BENCHMARK ELEVARION FOR NAVD ELAVATION SURVEYOR'S NOTES: 1. ALL BEARINGS OR ANGLES SHOWN HEREON ARE BASED ON THE RECORD PLAT UNLESS OTHERWISE NOTED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR RIGHTS-OF-WAY. 3. THIS SURVEY MEETS THE STANDARDS OF PRACTICEAS SET FORTH IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE 4. THIS SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY: CLIENT 5. REBARS AND CAPS WERE SET ON ALL CORNERS UNLESS OTHERWISE NOTED. B. FIELD WORK COMPLETED ON: 7/8/18 7. THIS SURVEY IS NOT VALID WITHOUT THE SURVEYOR'S SIGNATURE AND EMBOSSED SEAL 8. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. OF 1958 UNLESS OTHERWISE NOTED. 9. BENCHMARK OF ORIGIN IS CITY OF DELRAY BEACH PAACH BENCHMARK N0, P 1 10. THIS SURVEY IS LOCATED IN FLOOD ZONE X & YE PER N.F.I.P. COMMUNITY -PANEL MAP N0. 125109-0981-F BASE FIRM ELEVATION IS 1O FEET DATE OF FIRM 11 0-05-14 11. PROPERTY ADDRESS 15:1535 NORTH OCEAN BLVD., 0 FSTREAM, FLA. TMS SURNEY MEETS INE STANDARDS O' PRACTM M ME FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO CRMTER 472.027. FS NOTE THE PROPERLY BED HEREON HAY BEEN AB51RACiEp TO REFLECT ANY ENV MBRA INC CES THEREON BY BY THE UNDERSOlm A AND/OR PAUL GAMS, INC NATE: 3/1/17 CERTIFICATE: I HEREBY CERTRY MAT THE ATTACED SKETCH W 9..ARY 9U1- OF THE HEREON DEYCERED PROPERTY IS TRUE AND COW ECT TO THE REPT OF MY KNORLEODE ANO REU6.1 FURTHER ORiIFTTHAT THIS SURVEY MEETS 1NE YTANOMOS OF PRACRCE, AS SET FORTH BY THE ROROA BOARD CF LAND SURNETORS OIMTFR S 17. PURSUANT TO SECTION 472.027, RORmA STATUTES S1B.IECT TO OUAURC Ym Hm.. PAUL A. DANS P.S.M. STATE F FLORIDA EXISTING 8' WALL N 8922'54' E 407.95' I I PROPOSED 8'WALL /�i� I��\ P� pK II — --12'GUMBO II\ IZ'SEAGRAPE LIMII BO EXISTING COLUMNS i .. TO REMAIN .�• // _�t� ` .EXISTENd GRAVEL.DRIVEWAY / - - �•.t ` 48' SEA ./EPP. AP CLUSTER PF I /�}l�-GRAPE TION-_��+ ISTING VE TATION TO �/� / /// \\ \ / _� \ EMAIN co 40 TREE Q II I\ m1 P J' \ ORM FLOWER GAR ENpt L LL, \.:... FORMAL FLOWER GARDEN � . �' ' � "�: '� � �� 1: . � 0-9' oar U \\\ Z %-- �� //'\ \::'..,. EXISTING GRAVEL DRIVEWAY: IPl O \\ i\\ EXISTING TREE TO BE (; \ \ +ly/ REMOVED 1 :. \ \/ " CLUSTER T�\ SQA GRNPES \\� EXIS �VEGATION _\ N _ o EXISTING GRAVEI DRIVE. WAY - // \ _ 44�4-\ / tj / 1 ;,a ,L 4 g-1600.. 900 gal. III I6 0.14 - I I I �-^- —TATCr — T �_--�/ N 8922'54' E 407.95'5'BIAcI(POWDER COATED I ALUMINUM FENCE; INSIDE THE PROPERTY LINE FPLTRAILSFORMER SITE DATA PON 20-434610-00-001-0110 ZONNG RSB SF AC % TOTAL LOT AREA 40,126 0.92 EFFErTIVELOT AREA 37.450 086 100.0% IMP9NIOlb AREA 22,032 0.506 58.83% LOTODV6iAGE5,928 0.14 15.8% DRIVE WAY, WALKWAYS, PATIOS. ETC.. 16,104 0.37 43.0°% PERWOLISAWA 15,418 0.354 41.16% LANDSCAPEAFEFA (REQ. 40%) 15,418 0.354 41.16% �Erloll E�v414 E° Town of Gulfi Stream, F � i • m 0 E o W U H V _ • W m � O o O U K o�� Q 0 C N • N C 9 _ !7 � N N m D • > m m m O + O� N () N d a fit V C Nam 70 Z3 *75 N m O L L- Vf E OW �1V^'V O 1Z LS J m V �pNOS �O. pCRq �F7 Q.LA�66671�90`�' m i; FLORNP: Hardscape Plan SCALE: I" = 10' 0 5' 10' 20' DESIGNED TGLA, DMS DRAWN TG, DMS APPROVED DMS PATE 12/4/2018 REVISIONS SHEET hpl OF 2 ' EXISTING 3EAGRAPES TO BE REMAIN EXISTING 8' WALL EXISTING 8' WA LIMITS OF SEA N8922'S4" 407.95' �� —� i — GRAPES b6s _ �r _ i _ / `0, III OK i ' i _ _ \\\ 0 `'I old �i/ li // s L- P Ir�E i PAVERS OR SIMILAR3' �� ` 'i\ II M� \y' \� TTTT i / _—, LAWN PROPOSED RETAINING WALL Li 5 / I (1 ® •-. 2'%2'CAST STONE 1 a ` KITCHEN CREAT ROOM ❑�❑❑ WITH SYNTH TIC BURR STRIPS BETWEEN sroNEs zn ) GARAGE M I 5 ❑ BE uPROPO SPACE OREFN 714' w<cF Y - a IW GVE EN 'RACE n�jn�j x EX 1334 U U y PROPOSES Q U 12 85x a L ` 1 I, 3, 6 YBBI e l Iz m e N (STING (aF_1F_jFI43 VE TATON TO IU IZ STEPS WITH GATE TO LOWER 01 EMAIN ! GREEN GREEN """ OQ .- _ LEVEL BEACH ACCESS a E,Ac RESIDENCE o^ BEACHDUNE WALKOVER; 3.TO 8 E IN p Z MEANDER TO ACCOMMODATE C 5-2 P Q p O EXISTING SAND FOOT PATH i PAVERS OR SIMILIAR N T Y.y fl S ACCESS TO BEACH U GREEN SPACE SPACE �4Q _ COVERE D '. 1 .—A ) -?�J--../ROJt� PATIO O \ 4a s E 40 P6_T ` 18._9. PAVER DRIVEWAY 6-10' i ( O I PRovos¢o lxes 3 2 �._ - GRAVEL DRIVEWAY AVERS OR SIMILIAR2 svacE aEEN sva I' II'_4• 1 FE X2 CAST E , i` _ - s 0 � WIT SYNTHETIC TURF STRIPS BETWEEN STONES D1 fSPACE 7-10' 7_B. 6 5' 18'H: 8 HIG14 GARDEN I -...T 20 o ^ WAu PATIO svncE I m - GRAVEL I7R VEWAV 2 I TRELLIS srRuciuRE y FAWN GREEN -- � ❑a❑❑°❑❑ E.J3A El TOW ID 53 o \. L) STEPS ;\ \\�\ Ill \I Al \\\ P \\ /I (f I PAVERS OR SIMILIAfY /� �\ ... /�!! // `\ II Rv II\/ PROPOSED 1/ �- QU II. j - II Z� I� \\ // / Paovoslo Al. TOO RETAINING WALL _x Y � �L _ _ �� _ Y x_ _ _ i — •• � � 46 \\ == \\ N8922'S4"E 4 .95'=_ / I EX. RETAINING WAIL 5' BLACK POWDER COATED EX. STEPPING STONE TO REMAIN ALUMINUM FENCE; 6' INSIDE WALKWAY TO BE REMOVED ' THE PROPERTY LINE 124 SITE DATA PCN ZONING TOTAL LOT AREA EFFECTIVELOT AREA IMPERVIOUS AREA LOTOOVERAGE DRIVEWAY, WALKWAYS. PATIOS. ETC. PERVIOUS AREA LANDSCAPEAREA (REQ. 40%) loo. RECEIVED DEC 07 201B Town of Gulf Stream, F� 20-4346-10-00-001-0110 RS a SF AC % 40,126 0.92 37,450 086 100.0% 22,032 0.506 58.83% 5,928 0.14 15.8% 16,104 0.37 43.0% 15,418 0.354 41.16% 15,418 0.354 41.16% • m0 ES o = O o • w M O U TO H D E _ m O a tH a ornw o N w tr a Z m m' - a 1 # rn N • a m� m 0 @ + N O � ,,far`r a �c' 3 U cv a V 70 W •� O N mO CDE O aD � cf^) O z % V! LID 7m olpNOS F LD �`��tiFY MpRgFS?� h:Q LA 6667190 c2F Clap Ty_, �:-Oi FLORID p: Hardscape Plan SCALE: 1" = 10' 0' 5' 10' 20' DESIGNED TGLA, DMS DRAWN TG,DMS APPROVED DMS DATE 12/4/2018 REVISIONS SHEET hp2 OF 2 EXISTING 8' WALL N 89 22'54" E 407.95' / / I PROPOSED B' WALL T \\ \\ 12 GUMBO /I\\ 12'SEAC-RAPE LA- / / ! \ \ LIMBO \ IAIN • E%ISTINGCOWMNS hVEyjsTIl4d GRAVEL.DRIVFWAV Tp REMAIN .'.' II uwN EXISTING TREE CHART A Cmadoba wiferalseagrape 20' ht. x 20' spr., 18'Cd. '1 B M.,1. ramitlorus/Mahoe 25' ht x 20'spr, 24' cal. ove c Coecdoba uviteral6eagrape 20'ht. x lo'spr.(cluster) in D Coccdoba uv8eral5eagrape 20'hGx15'spr. duster main GRAFE Coccdobo uvifera/Seagrape 35'hGx12'spr, cluster ' / 1 N I ` F MelleyNs mm8lorus/Mafwe r/ EXISTING VEI�hION TO REM G Comoloba wifera/6ea9mpe 20' ht x B'spr., 8' cal. I i m Comd.Ba wifera/S.4 a, Comsnuclfera/Coconut Palm II _— — / 40 iP.EE ZNo 40'hG main K Q 40, ht 11 II ml L L1J 20' htx20'spr.,36'Cal. \ \ M Cocas nucifem/Coconut Palm 40,h[.remain 0 Cocos nucitera/Coconut Palm \\ I Z Comdoba w8ero/Seogmpe Coms nuclfera/Coconut Palm CLU)�TIRSEA I�GR remain Q Cocos nuc8em/cotan' Palm 40' ht R Cocos nuCBem/Coconut Palm 40'ht 5 \\I EXI ING GETATION EMAIN/ 35'hl.ma T Came nudfera/Coconut Palm 40'ht main U Cacos nucifera/Coconut Palm 40'ht remon VMelkyNs mmiflorus/Mahoe tleatl p9L I I ! 1 ' I 16' Gu,{�AO ! W Ceecdoba uWfera/seagrape \ LIMBpI IU' TP.EE / X McIIcVNs mm8I—.IMahoe 20' ht. x 16 spr, 36' ml. rern— y Coeeoloba uvlfera/Seagmpa 20' h[. x 10'spr, 30' cal. remain 2 Coccoloba uvlfera/Seagmpe FPL TRANSFORMER EXISTING TREE CHART A Cmadoba wiferalseagrape 20' ht. x 20' spr., 18'Cd. '1 B M.,1. ramitlorus/Mahoe 25' ht x 20'spr, 24' cal. ove c Coecdoba uviteral6eagrape 20'ht. x lo'spr.(cluster) in D Coccdoba uv8eral5eagrape 20'hGx15'spr. duster main E Coccdobo uvifera/Seagrape 35'hGx12'spr, cluster F MelleyNs mm8lorus/Mafwe 25' ht x 20'spr, 18'mi, ove G Comoloba wifera/6ea9mpe 20' ht x B'spr., 8' cal. main H 1 Comd.Ba wifera/S.4 a, Comsnuclfera/Coconut Palm 20' ht. x 15' spr, 24' cal, 40. In main J .otos nuc8em/Coconut Palm 40'hG main K Cocosnucitem/Coconut Palm 40, ht L CoccoI b, uvitera/Seagmpe 20' htx20'spr.,36'Cal. moln M Cocas nucifem/Coconut Palm 40,h[.remain N Cocos nucitera/Coconut Palm 40'ht / O P Comdoba w8ero/Seogmpe Coms nuclfera/Coconut Palm 20'ht. x 25'spr, 40' cal. 40'ht, remain Q Cocos nuc8em/cotan' Palm 40' ht R Cocos nuCBem/Coconut Palm 40'ht 5 Cocos nucitera/Coconut Palm 35'hl.ma T Came nudfera/Coconut Palm 40'ht main U Cacos nucifera/Coconut Palm 40'ht remon VMelkyNs mmiflorus/Mahoe tleatl ove (dead) W Ceecdoba uWfera/seagrape 20ht. x 10'spr., 24'=I. main X McIIcVNs mm8I—.IMahoe 20' ht. x 16 spr, 36' ml. rern— y Coeeoloba uvlfera/Seagmpa 20' h[. x 10'spr, 30' cal. remain 2 Coccoloba uvlfera/Seagmpe 20' ht x 20' spr., 12' ml. AA Ph—, da Mite-/MeCjool Date Polm 35' c.t ove (dead) AB LIS-sa.m japonicum/Ugustrum 8'ht XB'spr. AC Strellala nicdai/GUster White Bird I8' ht x 18' spr. (duster) AD Carpentariaamminatal Capentana Palm 25' a.a, triplemink p oor XX AE Carpeacuminate/ Capemm�a Palm ntaria 25' o.a, triple trunk per ove AF Cocaoloba uvifera/Seagmpe AreG Comoloba wifera/Seagrope main AH Coccoloba uvitera/seagrape 28:-l. Al Coobud mda lera/seagmps 50'oal. ma in AJ Comdoba uWteralseagrape 33'cal. AK Caccoloba uvitera/Seagrape 12'cd. main AL Busera slmarubal Gumbo Limbo 12' COI.remain AM Comoloba uv8era/seagrope 48'cal. remain AN Coccdobo uv8ero/6eo9rape 411 Cal.main AO Bucklerbumrasl Block 011ve 40'cal. main AP Coccdobo uvifera/Seagraps large cluster main AQ Busera simerubal Gumbo Limbo 16' Col. remain AR Tree sPp. 10' C.I. AS Quercus vlrglniona/ Liw Oak 20' cal. remove ,... ' — 48 RAE E / / \ \I SEA GRAS CLUSTER '1 \ \ \ EXISTING VEGETATION ) TO REMAIN / ;.EXISTING GRAVE(DRIVEWAV; \' - 'E%1STIN6 TRE.ETO REMOV -. ''\\ �•� '-7 ,. GRAVEL DR7VE.WAV I i' ,/ \ EXISTING O n.. XX o k. � goo aflt N 89 22'54" E 407.95' `Ex. HCUS HEDGE PROPOSED 5' BLACK TO BE REMOVED POWDER COATED ALUMINUM FENCE EX - CHAIN LINK FENCE TO BE REMOVED ► RECEIVE[ DEC 07 2018 Town of Gulf Stream, FL N J 0 I_ 8�1 • to E o H= cn • w " 'o a m P a E = v m a z .o ' ._ a w'v G o c y U y � G • � .v rn Z m m J N O N ca W O • _ �to MGIN o)° to + U c y ®� N U r a U C \\ ^ CD W C3 0 •�0 "� N m 0 Q0) E �0 oz ''� OL V s� LO 7 m Q�: •'HCRq • q tiv�•+FY Fs'9a uA6E66719D �j a Ic ;• *'• of f10R.DN: Existing Tree Plan SCALE: 1" = 10' 20wow DESIGNED TGEA, DMS DRAWN TG, DMS APPROVED DMS PATE 10/7/2018 REVISIONS 11/20/2018 wAuj—a REvmDN 12/4/2018 SHEET Ipi OF 5 EXISTING 8' EXISTING TREE CHART TREE TYPE Coccoloba -itera/Seagrape 20' ht x 20'spr, 18' caL e vV. Malirylus r. -/M. 25' ht x 20'spr, 24' cal. PA- EX. CHAIN UNK FENCE Coccoloba-ifera/Seagrape 20'htx10'spr. (cluster) amain 121 20' ht x 15' SPr. cluster 25'htx17 spr. elurter in main Melicytus romi8orus/Mohoe Coccoloba m feta/Seagrape 4P,E maln Coccdoba M fere/Seagrape 20' ht z 15'spr., 24' cal, main I'` I EX. RETAINING WALL Cocos nuGfera/Coconut Palm 40'ht Ia amain Cocos nuGfera/Coconut Palm 40'h emain obaRata/Seagrape Coccd- Cocos nucitera/Coconut Palm 20' ht x 20'spr, 36'ca1. 40 ht. do main Cocos nucifera/Coconut Palm 40'htremain \\ Coccdobo uvifera/Beogrape Cocosnucifera/Coconut Palm 20' ht x 25'spr., 40' cal. 40'ht in remain Cocos nudf../C--. Palm 40' ht // Cocos cif". Palm 40' ht amain Cocos nucifera/Coconut Palm 35'htremain TREE PAVER DRIVEWAY 40 ht GARAGE Cocos nucifera/Coconut Palm 40'ht. Melloytus deI ave (deatl) main f".*rms/Hobos Coeeoloba uWfera/Seagrape 20' ht zl0'spr.,24' cal. IB' HIO GARDEN- ARDE I / WALL `"ALL Melicytus romiflorus/Mahoe 20' ht x IB'spr, 36' w GUEST I J cRAVFI amain Coccdoba-Iter-/Seagrape 2"ht X 20'spr, 12'cal. N Io I 35' c.L ave (tleotl) S LiguswmJaponicum/Ugustrum 8'htxe'spr. LAIN 18' hG z l8. spr. (clusmr) BETWEEN STONES Carpentaria acumlrwta/Capentallo Palm 25' o.a.. triple trunk poor N I 25 o.a, triple bunk. poor V. Coctoloba Uvlfera/Seagrape 83'-1. remain Coc-a/Seagrape I Cocddae 52''wremain remain ox 50,-I. main 1 Coccdoba uvitara/Seagrape 33 mi. main C c-cdoba uvifera/Seagrape Buses simaruba/Gumbo Umbo I main remain - N amain V Coccdoba Wt ra/Seagrape 48' cal. main Budde butes./ Black Oil- . remain Coccdoba uvitera/Seagrape large cluster remon D Busera simar.bcI/Gumbo Umbo 16, _E reman R Tree epp. 10' cal. STEPS WITH GATE TO LOWER 5 Quercus vlrginlana/ Live Oak 20' cal. remove O i O N LEVEL BEACH ACCESS U BEACH DUNE WALKOVER; TO P L � o^ Z PAVER DRIVEWAY U U ACCESS TO BEACH O �� 1 GRAVEL DRIVEWAY PAAV RS. OR SIMILAR, 26-7 8. O I RRoposm u 2%2' CAST STONE z ., GRAVEL DRIVEWAY 2'SEA y 0 TURF ® T URF GRAPE ❑� p(I 1g 1o.5T 9,2, 9, 2, //iz Ni I I Ik- � I/ I EXISTING TREE CHART TREE TYPE Coccoloba -itera/Seagrape 20' ht x 20'spr, 18' caL e vV. Malirylus r. -/M. 25' ht x 20'spr, 24' cal. PA- EX. CHAIN UNK FENCE Coccoloba-ifera/Seagrape 20'htx10'spr. (cluster) amain Coccoloba uvifera/Seagrape Coccdoba uvifera/Seagrape 20' ht x 15' SPr. cluster 25'htx17 spr. elurter in main Melicytus romi8orus/Mohoe Coccoloba m feta/Seagrape 25'ht x 20' spr, 18'-1. 20' ht z 8' spr, 8' w1. maln Coccdoba M fere/Seagrape 20' ht z 15'spr., 24' cal, main Cocos nucifera/Coconut Palm40'ht I EX. RETAINING WALL Cocos nuGfera/Coconut Palm 40'ht Ia amain Cocos nuGfera/Coconut Palm 40'h emain obaRata/Seagrape Coccd- Cocos nucitera/Coconut Palm 20' ht x 20'spr, 36'ca1. 40 ht. do main Cocos nucifera/Coconut Palm 40'htremain \\ Coccdobo uvifera/Beogrape Cocosnucifera/Coconut Palm 20' ht x 25'spr., 40' cal. 40'ht in remain Cocos nudf../C--. Palm 40' ht // Cocos cif". Palm 40' ht amain Cocos nucifera/Coconut Palm 35'htremain TREE Cocosnucifera/Coconut Palm 40 ht main Cocos nucifera/Coconut Palm 40'ht. Melloytus deI ave (deatl) main f".*rms/Hobos Coeeoloba uWfera/Seagrape 20' ht zl0'spr.,24' cal. IB' HIO GARDEN- ARDE I / WALL `"ALL Melicytus romiflorus/Mahoe 20' ht x IB'spr, 36' w GUEST Coccoloba -le ta/Seagrape 20' ht x 10'spr., 30'c.:: amain Coccdoba-Iter-/Seagrape 2"ht X 20'spr, 12'cal. IPhoenix doctylifera/MedJool Date Palm 35' c.L ave (tleotl) S LiguswmJaponicum/Ugustrum 8'htxe'spr. Strelitria nicobi/Cluster Whke Bird 18' hG z l8. spr. (clusmr) BETWEEN STONES Carpentaria acumlrwta/Capentallo Palm 25' o.a.. triple trunk poor Corpenmda acuminate/ Capentaria Palm 25 o.a, triple bunk. poor V. Coctoloba Uvlfera/Seagrape 83'-1. remain Coc-a/Seagrape I Cocddae 52''wremain remain Coccdoba wfero/Seagrape 50,-I. main 1 Coccdoba uvitara/Seagrape 33 mi. main C c-cdoba uvifera/Seagrape Buses simaruba/Gumbo Umbo 12'caL main remain N Coccoloba-ifera/Seagrape 48'cal. amain V Coccdoba Wt ra/Seagrape 48' cal. main Budde butes./ Black Oil- 40'-1. remain Coccdoba uvitera/Seagrape large cluster remon D Busera simar.bcI/Gumbo Umbo 16, _E reman R Tree epp. 10' cal. STEPS WITH GATE TO LOWER 5 Quercus vlrginlana/ Live Oak 20' cal. remove / IB'TREE N 89 22'54' E 407.95' Vnn/ ^^T 8'TP.EE 1 ltz II: 1i Ito KITCHEN MAHOE\ 24'SE. PA- EX. CHAIN UNK FENCE GRAPE TO BE REMOVED a SEA GRAPES PROPOSED V IRACK POWDER COATED ALUMINUM FENCE IDI I EX. RETAINING WALL a n R.ARa_ to DINING ' RESIDENCE y. TREE // I \ C7 \ \\ OR ENTRYCOVEREL // jl�IAR\ FAMILY ROOMPATIO I� TREE PROPOSED \ \_— svNTHFTc roar o.--. IB' HIO GARDEN- ARDE I / WALL `"ALL I LIBRARY PATIO GUEST GREAT ROOM SUITE I TRELLIS STRUCTURE -.. EX. STEPPING STONE WALKWAY TO BE REMOVED U \ TURF STRIPS \ \ BETWEEN STONES Zy �m RROPos®ries \ i PAVERS OR SIMI4A[Y'� +`� 11 11 11 II 0,3 J1 PATIO 36' N 89 22'54' E EXISTING B' WALL\ MAHOE\ 24'SE. PA- EX. CHAIN UNK FENCE GRAPE TO BE REMOVED \ SEA GRAPES PROPOSED V IRACK POWDER COATED ALUMINUM FENCE IDI EX. RETAINING WALL TO REMAIN PALM GRAPE REMOVE 4' FlCUS HEDGE S UPDATE WUH IN-KIND SCREENING ► RECEIVED 4 DEC 07 2018 Town of GO Stream, FL L jo OE O E o U E U � U D O 0 U `o .2 - v Q O C y � N y m � Z nm rn H 5 m J rn D y ?+ V lA y y N U r a U � p W Q 70 (n 00 O A \ LL N 0 0 _c a " 0zC ML0 Lo LS J Y,r.N0 ti�4Lo � HORgF�9n dj 2LA6667190 f.2 fLORIDN. Existing Tree Plan ( f) SCALE: 1" = 10' I � 2 DESIGNED TGUy DMS DRAWN_ TG, DMS APPROVED DMS DATE 10/7/2018 REVISIONS 11/20/2018 WALUFTBRD:RENISION 12/4/2018 SHEET Int OF 5 EXISTING B' WALL\ LIMITS OF _ \ SEA GRAPES IDI NOTE: REMOVE FICUS HEDGE S UPDATE y. TREE // I \ C7 1) \\ WITH IN-KIND SREENING (SEAGRAPE SHALL REMAIN AS IS) // TREE PROPOSED \ \_— svNTHFTc roar RETAINING WALL 2'X2'CAST STONE I LAWN GREAT ROOM WITH SYNTHETIC U \ TURF STRIPS \ \ BETWEEN STONES Zy �m RROPos®ries PATIO AWN z m *# Z U QTl TUR, L� R? �y v IZ Ha, m STEPS WITH GATE TO LOWER THE E T O i O N LEVEL BEACH ACCESS U BEACH DUNE WALKOVER; TO P O O I�F o^ Z MEANDER TO ACCOMMODATE EXISTING SAND EDGE PATH U ACCESS TO BEACH O SUN— 26-7 8. O I RRoposm u 2%2' CAST STONE L WITH SYNTHETIC TURF STRIPS BETWEEN STONES TURF ® T URF I ❑� p(I IAwN 1o.5T 9,2, 9, 2, //iz Ni a—\\ _1c 1 ; _12j\ (I( PALM I// 12' \\ TURF _ V PAL, \\`\ /III PaPHLM II \ I P RONSFa 1285:. � 11 \\ // PROPOSED RETAINING WALL _X mm-- Y��Y�_IL PALM GRAPE REMOVE 4' FlCUS HEDGE S UPDATE WUH IN-KIND SCREENING ► RECEIVED 4 DEC 07 2018 Town of GO Stream, FL L jo OE O E o U E U � U D O 0 U `o .2 - v Q O C y � N y m � Z nm rn H 5 m J rn D y ?+ V lA y y N U r a U � p W Q 70 (n 00 O A \ LL N 0 0 _c a " 0zC ML0 Lo LS J Y,r.N0 ti�4Lo � HORgF�9n dj 2LA6667190 f.2 fLORIDN. Existing Tree Plan ( f) SCALE: 1" = 10' I � 2 DESIGNED TGUy DMS DRAWN_ TG, DMS APPROVED DMS DATE 10/7/2018 REVISIONS 11/20/2018 WALUFTBRD:RENISION 12/4/2018 SHEET Int OF 5 3 EXISTING B' WALL ' 11 --.VE 407.95' �' / Y 1 I PROPOSED 8' WALL , e( w VIA EXISTMN NO COIVS..• • i • j • •� / EXISTING GRAVEL DRIVEWAY i0 REMAIN • • uwR f • K IF Nth LM 48'SEA •• .yF/ ..GAPE SFA -RAG / K EA S • • / -' i 1 T pN • e it • • 4E GRAM E ..• r EXISTING VEGEiA/fICMI • \' s• P �; • W ! 1J 'FEE • > TO RIMA s \ GRAVRWITH Z s l .. 1 WATFJt FEATURE Q W 8 \. U EXISTING GRAVEL DRIVEWAYSEA 4, / CUJ E 4 • / GR.c PE - I EXISTING TREE TO BE REMOVED - DR GRAVEL WITH STONE.. ..,::! •_ BENCH OR SIMILAR � E 0 1 i'. r EIINiGETATIOX 5 i 4 _ l •� x Gam.+ EMAINI %G -WAY GSTING RAVEL DRIVh N • �• • w}}pO —7AK 0 _ _ 900 gal Lorne71, N 88 2754' E 407.95' ' M PROPOSED 5' BLACK TINSTALLED AT 8' M 1 • ♦ . POWDER COATED TALL ALL S BE ULTIMATELY R ALUMINUM FENCE MAINTAINED ATA t FPL TRANSFORMER MINIMUM OF 10' TALL 1 EXISTING TREE CHART PLANT LIST Rel' QLY 5 " ti' Na Common Name SW Spwing A coccobbow8ew/seagrape 20' ht x 20' spr, 18' wl. remove B Mel .' ra.117.1 /Mahoe 25 ht x 20' spr, 24' Cal remove C Coccobba wilera(Seagrape 20' ht x 10'spr. cluster in D Cwwkrba wiles/Beogrape 20' ht x 15' spr cluster 14' x 6' —ch' RE E c.crobtla wlleraj6eagrape 25'htxl2'spr. cluster enwln F Mellrytus ram8lorus/ . 25' ht x 29 spr, 18' cal. remove G coccobba uvrtew/seogr.pe 20' ht x B' spr, 8' col. 16' x8' 5- CAL H Coccobbo viler./6e.graPe 20' hL x 15'spr, 24' cal. Guaacum sanctum I J Cocos nucilera/C.conu[ Palm Cocos nucNera/Coconut Palm 40' ht. 40ht remain K Cocos nuclfera/Coconut Palm 40' hL remain LCoccobbo wiferaj5eagrape 20' ht x 20' spr, 36'.W. M Coco9 nucifora/CowmR Polm 40* Int N Cocos nudfera/Coeanu[Palm 40' ht in O P Coccwbba wifera/Seagrape Cocos mxRera(Cowrwt Palm 20 ht x 25' spr, 40' cal 40'h amain Q Cocos ""dwa)Coconut Palm 40' ht main R Cocos nucif ra Coconut Palm 40' ht renwin S Cows nuc8era/Coconut Polm 35' ht remain T Cocos nwifera/Cocomr[ Polm 49 ht U Cocos nucifora/Cororwl Polm 40'hG V MeliC/[us ramlBorus/Mahce dead nwve(dead) rramaln W coccobba whew/6eagrape 20' ht x IO'spr, 24' wl. X Melicytus ramlflorus/Mahoe 2D' ht x IS spr., 36' cal. remove Y Cowobiw wibra(Seograpa 20 ht z 10' spr, 30' cal. n Z CowoNtbo wifera)Seag pe 20' htx20' spr, IT cal. e AA Phoenix tlactyllfera/Med)ool Date Palm 35' cat move (dead) AS Ligustmm japordcum/Lguetwm e' spr. remove AC StrelilDo Mwl.i/Cluster White Bird 18' ht x 18'spr. (cluster) AD Corpenroda aaamirxrt.1 Capernarw Palm 25' o.a, triple trunk, It- re AE AF Corpentana acuminate/ ca=Z' Palm Coccobba uvnew/Seagrape 25' o.a, triple vunt, pwr .3. Ca'nernan AG Coccobb. witer.(SeogrCps 52'c.Lmain AH cowobba de./=g P. 28'-L remain AI COccok)ba wifera/SeagroP. 5G CCL nornain AJ Cowololla wifera/Seagraps 33..1. main AK AL Coccololw wifera/Seagrape Buser. sirrC I Gumbo limbo 17..L 17 COL amain AM Coccoloba UvBew(Seagrape 48'cal. amain AN Coccobba uv8ew/Seagrape 48' C. remain AO Bwida Lwceras/Bbck OINe 40'..L remain AP Cowobba wifera/5eagrape large cluster AQ Buser. sim nubaj Gumbo Limbo 16'-1. AR Tree spP. ID' C.I. rernain AS Queraua vlrglnlarw/ Live Oak 2D' -I. remove TREE a PAuls AM 9 Adonide mens ChrN[mas PaLn 14' OA t k! AS BN 1 f3sriacke rwbis,st a SLuer B"smarck PaLn 8' R FF iul hexa, 9rer AS (D• 3 Coccobba abersfobP ' eon Pbm 14' x 6' —ch' RE AS DL 13 Wtexens Areca Pakn x6 16' ' tui to base AS DR 1 Dsbnk re a Ro al Pohciana 16' x8' 5- CAL AS GS. 1 Guaacum sanctum um vtae 12 x 6, 2.5" CAL AS TR• 2 ThM1lax rodeta Fadda Thatch Patn 6' DA mut matNh A5 ALL PTBM RIX3W NATNERAMkMTE ALL LAM4TEF84L SfNLL BE MNMlAFL ROrdM M GARDE PHRTVEROfaDx GPo10E5 S BTAOAFIDS FORNF5Eri1' PLANt6 2015 ®Ir1DAl ME— LAWN - ZOYSIA EFNUtE acre—d ► DECEIVED DEC 07 2018 Town of Gulf Stream, FL 8�1 • -o Eg W UU 0 8( O Q OJ C N W • tV/1 Q iV (P N 1 w 7tN Q da m • J m + m w J Or 3 at nF3 a U a V 7,C3 ai N p D (n m O W O (1) L ft (I�^, O Z V aaaaa� (O ICY) V Vp.ND y.Q LA666719D C;i *''•. OF PLORIDP� Landscape Plan (D SCALE: I"= 10' 0• ' 10' 20' DESIGNED TGLA, DNS DRAWN TG, DMS APPROVED DMS DATE 10172018 REV SIONS 11/20/2018 WNLFEHCE REVISION 12142018 SHEET Ip3 OF 5 ��Um EXISTING 8' .54 lCi. -_. Zr .;... 4' w'oEFTn�% s .y +�% w - v n '. ?fie""'4'i ' _ _ .. _ " 'x, �� ^" " . , y. .ryes ., .... _ ,�� . _ "... "... ..��-��_ .. ,. " ' 36' N 89 22'S4�� 4 , " " PAIM 10" SEA MAHOE GRAPE U i0 BE INSTALLED AT 7 1 T 1 1 4"SE TALL & BE ULTIMATELY R CD R Op " GRAPE MAINTAINEDATA 1 T P PROPOSED 5' BLACK MINIMUM OF 7 TALL ' TO BE INSTALLED AT B POWDER COATED L CU TO BE INSTALIEO AT B' ALUMINUM FENCE 1 TALL S BE ULTIMATELY TALL d BE ULTIMATELY MAINTAINED AT A MAINTAINED ATA EX. RETAINING WALL MINIMUMS A TALL MINIMUM OF BY TALL TO REMAIN TO BE INSTALLED AT 16' DL TALL S BE ULTIMATELY T MAINTAINED AT A MINIMUM OF 18 TALL EXISTING TREE CHART PLANT LIST Bey Qty Scientific Ne Common Nem�% situ Specil9 A Coccolobo wifero/5eagrape 20' ht x 20'spr, 18'w1. remove B Melicytus ramiNorus/Mance 25 ht x 29 spr, 24' cal. remove C -I 20' ht x 10'spr. cluster in D Cocoobba wifera/swgrape 20' ht x 15'spr cluster ' f Cottrobba uvNera/Seagrape 25'ht x 12'spr. cluster remain " McIlcyNs ramiflorU1X.1. ce 25' ht x 20' spr,18' wl. remove PAVrERS OR SIMILLAR lww spr, 8' cal. amain 20' ht x8" H Cocwbba wifero(Seogrape 20 ht x 15' epr, 24' cal. remain r-- �� 40 ht remain J Cocos nucifera/Coconut Palm 40 ht 40' hLamain V Melley[us ramiflorue/Mance dean 1 W cowobba uvilera(Seagrape 20' It, 10' spr, 24" w1 - X MelicyNs ramlfloNa/Mance 20' ht x IB spr, 36' cal.Ir Y Cocoobfw wNera/Beogrape 20' ht x IT spr, 30' cal. Z Coccobba wifero/Seagrape 20' ht x 20' spr, 17 ml. AA Phoenix dactyllfera(Med Date Palm r _�� AS Ugustrum Japonbum/ligWWm I �%��1 remove AC SherlRia nimbi/Cluster WhRe Bird 18' hit x 18'spr. (cluster) remove AD Caryentaria acuminata/ Capema6. Po8n 211.1,1* le hunk, poor remove AE TURF STRIPS 25 0.0, hipb trunk, P AT AG Coccoloba uv@em/Seagrape Coccobba wiles/Seagrope GARAGE in AN Coccobba uvNem/Seogrape I��%�%��..I�� main AICoccobba `viler-/Seagrape 50' cal. �% Imo�% t ��%��.. .��I 33'-1. remain AK AL Coccalofoa uVNera/Seagrope Buseia siagruba/Lumbo Umbo 17 ca 17 ca rem.ln ain AM Cowolobo Wifem/SeagraP. 48'cal. errmOin AN AO RISE �%�% II 48'w1. Lremain 40'-L Malo . F��7 (' v01111110 " SC 1 ��r- _ II .�%..: ��y f �� a TXZ CAST STONE I: a�%�%.�%�%�%�%�%_�%V�� WI SYNTHETIC TURF STRIPS ��` ' ��I, 111 ��%_ " ' 7 I�%��%-��" ��,�%�%�� -: �� .. �� _ � " J`I IIIA liati�%��%�%aa�%�%��%�%�%Iiia ' ... ' 36' N 89 22'S4�� 4 , " " PAIM 10" SEA MAHOE GRAPE U i0 BE INSTALLED AT 7 1 T 1 1 4"SE TALL & BE ULTIMATELY R CD R Op " GRAPE MAINTAINEDATA 1 T P PROPOSED 5' BLACK MINIMUM OF 7 TALL ' TO BE INSTALLED AT B POWDER COATED L CU TO BE INSTALIEO AT B' ALUMINUM FENCE 1 TALL S BE ULTIMATELY TALL d BE ULTIMATELY MAINTAINED AT A MAINTAINED ATA EX. RETAINING WALL MINIMUMS A TALL MINIMUM OF BY TALL TO REMAIN TO BE INSTALLED AT 16' DL TALL S BE ULTIMATELY T MAINTAINED AT A MINIMUM OF 18 TALL EXISTING TREE CHART PLANT LIST Bey Qty Scientific Ne Common Nem�% situ Specil9 A Coccolobo wifero/5eagrape 20' ht x 20'spr, 18'w1. remove B Melicytus ramiNorus/Mance 25 ht x 29 spr, 24' cal. remove C Cocoobtsa w'dera/Swgrape 20' ht x 10'spr. cluster in D Cocoobba wifera/swgrape 20' ht x 15'spr cluster ' E Cottrobba uvNera/Seagrape 25'ht x 12'spr. cluster remain F McIlcyNs ramiflorU1X.1. ce 25' ht x 20' spr,18' wl. remove G Coccobbo wnem/seagrape spr, 8' cal. amain 20' ht x8" H Cocwbba wifero(Seogrape 20 ht x 15' epr, 24' cal. remain 1 Cocosnucifem/Coaanut Palm 40 ht remain J Cocos nucifera/Coconut Palm 40 ht L Cowobba w8eraf5eagrape 20' ht x 20'.pr, 36'-1. amain M 0oco9 nut8era/Cotplwt Polm 40 h remain N Cocos Oucilem/Coconut POm 40' hL in O Cocwbba uvifera/Seagrape 20' ht x 25' spr., 40" c L P cows rwcilera/Coconut Palm 40' ht main Q R Cows nucTera/Coconut Palm Cows nucifera/Coconut Palm 40'ht 40 ht main S T Cocos nucifora/Ctroontrt Palm Cocos nucifera(Coconut Palm 35' ht 40'ht U Cows mlcif-a(Coconut Palm 40' hLamain V Melley[us ramiflorue/Mance dean remove (dead) W cowobba uvilera(Seagrape 20' It, 10' spr, 24" w1 - X MelicyNs ramlfloNa/Mance 20' ht x IB spr, 36' cal.Ir Y Cocoobfw wNera/Beogrape 20' ht x IT spr, 30' cal. Z Coccobba wifero/Seagrape 20' ht x 20' spr, 17 ml. AA Phoenix dactyllfera(Med Date Palm 35' c.t re a (dead) AS Ugustrum Japonbum/ligWWm 8'h[x it remove AC SherlRia nimbi/Cluster WhRe Bird 18' hit x 18'spr. (cluster) remove AD Caryentaria acuminata/ Capema6. Po8n 211.1,1* le hunk, poor remove AE carpemm6a ocumirwta/ Capemano Pa 25 0.0, hipb trunk, P AT AG Coccoloba uv@em/Seagrape Coccobba wiles/Seagrope 83' cat. 5T cal. in AN Coccobba uvNem/Seogrape 28'-1. main AICoccobba `viler-/Seagrape 50' cal. Al CCcCCbba witem ra /5eogpe 33'-1. remain AK AL Coccalofoa uVNera/Seagrope Buseia siagruba/Lumbo Umbo 17 ca 17 ca rem.ln ain AM Cowolobo Wifem/SeagraP. 48'cal. errmOin AN AO Cowoloba uvifera/SeagroP, Bucida b�1B.x Olive 48'w1. Lremain 40'-L Malo AP CocokAm uviferalSeagmpe large cluster 'DENOTES FLOF!IDk NATIVEMNT MATEWL AQ Buserasimarubal Gumbo limbo 16"cal. ALLMMr.NTEANL SHALL BE MNIMl4 FLDRaA, GRADEFSRTHE FEO GRADES A STADAFCS FORNRSHN RANTS M15 EDITION AR Tree spP. 10' cal. remain Mw_ A6 Quercus vkglni... I Live Oak 20'-1. remove LAWN - ZOYSIA EMPIRE 4srequired LIMITS OF SEA GRAPES 1-1 PROPOSED RETAINING WALL �% RECEIVE� DEC 07 2018 down of Gulf Stream, FL WALL STEPS WITH GATE TO LOWER LEVEL BEACH ACCESS BEACH DUNE .=OVER: TO MEANDER TO ACCOMMODATE EXISTIND SAND 1001 PATH " ��m0Eo O U " w -5 o 0 a E U U lJ D Q LL a J " N N C � 0 Z a, w Q ?R ! w u m m fid� " J �� 01 > W m w �� Lx 3 U �� a U W N p N m �%ear uiE O i 4n 0Z(D LS) ICY) LoV `p,ND h;'Q LA 666719D V':p ...moi " _4J:-na * OF FLORIDA Landscape Plan (D SCALE: 1"= 10' I�� DESIGNED TGLA, DMS DRAWN TG, DMS APPROVED DMS DATE 11/20/2018 REVISIONS 11/20/2018 WAWFEMFE RN/�ON 12/4/2018 SHEET Ino OF 5 3' MULCH PLACE TOP OF ROOT BALL 2' ABOVE FINISHED GRADE FORM SAUCER WITH 3' CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE BACK FILL AROUND ROOT BALL WITH STANDARD PLANTING MIX. ELIMINATE AIR POCKETS. PLANTING PIT DEPTH SHALL BE 4'-6' GREATER THAN ROOT BALL. PLANTING PIT WIDTH SHALL BE TWICE THE DIAMETER FOR ROOT BALLS 2' AND UNDER OR 2 LARGER IN DIAMETER FOR ROOT BALLS OVER Z. PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON 4-6' LAYER OF COMPACTED STANDARD PLANTING MIXTURE SHRUB/GROUNDCOVER PLANTING DETAIL NTS PLACE RUBBER HOSE ON WIRE AT ALL POINTS OF CONTACT WITH TREE PLACE 3 (DOUBLE STRANDS) 12 GAUGE GALVANIZED GUY WIRE, SPACED EQUAL DISTANCE AROUND TREE ABOVE FIRST LATERAL BRANCH PLACE SAFETY FLAGS ON GUY WIRES TWIST WIRES TO ADJUST TENSION ON GUY WIRE PLANT TOP OF ROOT BALL SLIGHTLY HIGHER THAN FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IF APPLICABLE 3' MULCH BACK FILL AROUND ROOT BALL WITH STANDARD PLANTING MIXTURE. ELIMINATE AIR POCKETS. FORM SAUCER WITH 4'-6' CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE 27x4'x24' WOOD STAKE DRIVEN 3' BELOW GRADE PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON 4'-6' LAYER OF COMPACTED STANDARD PLANTING MIXTURE. PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT BALL PLUS 6' FOR SETTING LAYER OF COMPACTED STANDARD PLANTING MIXTURE. PLANTING PIT WIDTH SHALT. BE TWICE THE DIAMETER OF ROOT BALL I ARGF TREE PLANTING DETAIL PALM PLANTING DETAIL NTS 'RUNE S TIE FRONDS TOGETHER WITH DEGRADABLE TWINE (MINIMUM 6-8 FRONDS) SABAL PALMS TO BE BOOTED WHEN 16' C.T. OR LESS (UNLESS OTHERWISE NOTED) 5 - 2'x4'x18' WOOD BATTENS. DO NOT NAIL 3ATTENS TO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING 2 STEEL BANDS MINIMUM 3 - 2'x4' WOOD BRACES SHALL BE TOE NAILED TO WOOD BATTENS 3' MULCH FORM SAUCER WITH 4'-6'CONTIN000S EARTHEN RIM AROUND PLANTING HOLE 2'X4'x24' WOOD STAKE REMAINING 3' ABOVE GRADE BACK FILL AROUND ROOT BALL WITH STANDARD PLANTING MIXTURE. ELIMINATE AIR POCKETS. PLANT ROOT BALL OF SABAL PALMS 2'-3' BELOW FINISHED GRADE SIZE OF ROOT BALL WILL BE IN PROPORTION TO SIZE AND TYPE OF PALM IN RELATION TO SOUND NURSERY PRACTICE PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON 4'-6' LAYER OF COMPACTED STANDARD PLANTING MIXTURE. NTS LANDSCAPE SPECIFICATIONS 1. GENERAL LANDSCAPE REQUIREMENTS LANDSCAPE CONTRACT WORK INCLUDES. BUT IS NOT LIMITED TO. SOIL PREPARATION, FINE OR FINISH GRADING, FURNISHING AND INSTALUNG PLANT MATERIAL, WATERING. STAKING, GUYING AND MULCHING. PLANT SIZE AND QUALITY TREES, PALMS. SHRUBS, GROUNDCOVERS: PLANT SPECIES AND SIZES SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS, NOMENCLATURE SHALL CONFORM TO STANDARD PLANT N EDITION. ALL NURSERY STOCK SHALL BE N ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTSS PARTS PARTS I G IL LATEST EDITION PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, UNLESS SPECIFIED OTHERWISE. ALL PLANTS SHALL BE FLORIDA GRADE NUMBER 10 BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. TIGHTLY KNIT PLANT, SO TRAINED OR FAVORED IN ITS DEVELOPMENT THAT FIRST APPEARANCE IS UNQUESTIONABLE AND IT IS OUTSTANDINGLY SUPERIOR IN FORM. NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES AND PALMS FOR PLANTING ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY AND FLORIDA NUMBER 1. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL -ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS OF GOOD QUAUTY AND BE IN A HEALTHY GROWING CONDITION. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. MULCH SHALL BE SHREDDED EUCALYPTUS MULCH FERTILIZER IN BACKFILL MIXTURE FOR ALL PLANTS SHALL CONSIST OF MILORGANITE ACTIVATED SLUDGE MIXED WITH THE BACKFILL AT A RATE OF NOT LESS THAN 50 LRS. PER CUBIC YARD. FERTILIZER FOR TREES AND SHRUBS MAY BE TABLET FORM OR GRANULAR. GRANULAR FERTILIZER SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE-FLOWING. THIS FERTILIZER SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED BAGS, EACH BEARING THE MANUFACTURER'S STATEMENT OF ANALYSIS 'FLORIDA EAST COAST PALM SPECIAL' SHALL BE APPLIED TO ALL PALMS AT INSTALLATION AT A RATE OF % I.B. PER INCH OF TRUNK UNLESS OTHERWISE SPECIFIED. FIELD GROWN TREES AND PALMS PREVIOUSLY ROOT PRUNED SHALL OBTAIN A ROOT BALL WITH SUFFICIENT ROOTS FOR CONTINUED GROWTH WITHOUT RESULTING SHOCK. CONTRACTOR SHALL NOT MARK OR SCAR TRUNK IN ANY FASHION. PLANTS SHALL BE WATERED AS NECESSARY OR WITHIN 24 HOURS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT THE LOCATIONS OF PLANTS, AS SHOWN IN THESE PLANS, ARE APPROXIMATE. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS. MAJOR ADJUSTMENTS TO THE LAYOUT ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL PLASTIC FABRIC SHALL BE REMOVED FROM PLANT MATERIAL AT TIME OF INSTALLATION. ALL TREES MUST BE STAKED AS SHOWN ON THE PLANTING DETAILS WITHIN 24 HOURS OF PLANTING. STAKES TO REMAIN FOR A MINIMUM OF 9 MONTHS, BUT NO LONGER THAN 18 MONTHS. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND REMOVAL OF THE STAKES. ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHITECTS DIRECTION. ALL SHRUBS, TREES AND GROUND COVER WILL HAVE IMPROVED SOIL AS PER PLANTING SOIL NOTES. THE SOILS SHALL BE PLACED IN THE HOLE DURING PLANTING. TOP DRESSING ONLY IS NOT ACCEPTABLE. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. ALL TREES SHALL BE SPIKED IN UTILIZING WATER AND A TREE BAR. THE LANDSCAPE CONTRACTOR SHALL WATER, MULCH, WEED, PRUNE, AND OTHERWISE MAINTAIN ALL PLANTS, INCLUDING SOD, UNTIL COMPLETION OF CONTRACT OR ACCEPTANCE BY LANDSCAPE ARCHITECT. SETTLED PLANTS SHALL BE RESET TO PROPER GRADE, PLANTING SAUCERS RESTORED, AND DEFECTIVE WORK CORRECTED. THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS CAUSED BY HIS CREWS DURING THE PERFORMANCE OF THE WORK. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PLANT MATERIAL, EMPTY PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. UPON COMPLETION OF THE WORK THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A FINAL INSPECTION. ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE SHALL BE PROMPTLY CORRECTED BY THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF SIX (6) MONTHS FROM THE DATE OF CONDITIONAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHITECT. AT THE TIME OF CONDITIONAL ACCEPTANCE, THE SIX (6) MONTH PERIOD SHALL COMMENCE. ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL BE PROMPTLY REPLACED WITH SPECIMENS THAT MEET THE MINIMUM REQUIREMENTS CALLED FOR ON THE DRAWINGS. THE LANDSCAPE CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, AND AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND OTHERWISE MAINTAINING PLANTS UP TO THE CONDITIONAL ACCEPTANCE PERIOD, UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE ARCHITECT PROVIDES FOR A DIFFERENT ARRANGEMENT. ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTIUZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGETATION, AS WELL AS ALL THE COST FOR THE REMOVAL OF UNSUITABLE OR EXCESS BACKFILL MATERIAL, SHALL BE INCLUDED IN THE CONTRACTOR'S BID TO PERFORM THE WORK REPRESENTED IN THIS PLAN SET. LANDSCAPE SPECIFICATIONS (cont. EXCAVATE PIT AS PER PLANTING DETAILS. COMPACT LAYER OF TOPSOIL IN PIT WITH A SLIGHTLY DISHED GRADE TO CENTER BACKFILL AROUND BALL WITH TOPSOIL AND SLIGHTLY COMPACT. WATER THOROUGHLY AS LAYERS ARE PLACED TO ELIMINATE VOIDS AND AIR POCKETS. BUILD A 6' HIGH BERM OF TOPSOIL BEYOND EDGE OF EXCAVATION. APPLY 3' (AFTER SETTLEMENT) OF MULCH. PRUNE TREE TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE AND THIN OUT STRUCTURE. DO NOT REMOVE MORE THAN 15% OF BRANCHES. DO NOT PRUNE BACK TERMINAL LEADER. GUY AND STAKE TREE IN ACCORDANCE WIT THE STAKING DETAILS IMMEDIATELY AFTER PLANTING. 3. PLANTING SHRUBS LAYOUT SHRUBS TO CREATE A CONTINUOUS SMOOTH FRONT LINE AND FILL IN BEHIND. EXCAVATE PIT OR TRENCH TO 1-1/2 TIMES THE DIAMETER OF THE BALLS OR CONTAINERS OR i'-0' WIDER THAN THE SPREAD OF ROOTS AND 3' DEEPER THAN REQUIRED FOR POSITIONING AT PROPER HEIGHT. COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING PLANTS. BACKFILL AROUND PLANTS WITH PLANTING MIXTURE, COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS. FORM GRADE SLIGHTLY DISHED AND GERMED AT EDGES OF EXCAVATION. APPLY 3' OF MULCH. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE AND THIN OUT STRUCTURE. DO NOT REMOVE MORE THAN 15% OF BRANCHES. 4. PLANTING GROUND COVER LOOSEN SUBGRADE TO DEPTH OF 4' IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED AND SPREAD SMOOTH. SPACE PLANTS AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS. COMPACT BACKFILL TO ELIMINATE VOIDS AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT. WATER THOROUGHLY. APPLY 3' OF MULCH OVER ENTIRE PLANTING BED, LIFTING PLANT FOLIAGE ABOVE MULCH. PURPLE QUEEN GROUNDCOVER. IF SPECIFIED, SHALL ONLY RECEIVE F OF MULCH. DURING PERIODS OF HOT SUN AND/OR WIND AT TIME OF PLANTING, PROVIDE PROTECTIVE COVER FOR SEVERAL DAYS OR AS NEEDED. 5. PLANTING LAWNS SODDING: SOD TYPE SPECIFIED ON PLANT LIST SHALL BE MACHINE STRIPPED NOT MORE THAN 24 HOURS PRIOR TO LAYING. LOOSEN SUBGRADE TO DEPTH OF 4' AND GRADE WITH TOPSOIL EITHER PROVIDED ON SITE OR IMPORTED TO FINISH DESIGN ELEVATIONS. ROLL PREPARED LAWN SURFACE. WATER THOROUGHLY, BUT DO NOT CREATE MUDDY SOIL CONDITION. FERTILIZE SOIL AT THE RATE OF APPROXIMATELY 10 LBS. PER 1,000 S.F. SPREAD FERTILIZER OVER THE AREA TO RECEIVE GRASS BY USING AN APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE THE APPROPRIATE QUANTITY. DO NOT FERTILIZE WHEN WIND VELOCITY EXCEEDS 15 M.P.H. THOROUGHLY MIX FERTILIZER INTO THE TOP 2' OF TOPSOIL LAY SOD STRIPS WITH TIGHT JOINTS, DO NOT OVERLAP, STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. WORK SIFTED SOIL MIX INTO MINOR CRACKS BETWEEN PIECES OF SOD AND REMOVE EXCESS SOIL DEPOSITS FROM SODDED AREAS. SOD ON SLOPES GREATER THAN 3:1 SHALL BE STAKED IN PLACE. ROLL OR STAMP LIGHTLY AND WATER THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. 6. MISCELLANEOUS LANDSCAPE WORK LANDSCAPE MAINTENANCE MAINTAIN LANDSCAPE WORK UNTIL FINAL ACCEPTANCE IS ISSUED BY THE OWNER'S REPRESENTATIVE. INCLUDE WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE, MOWING AND TRIMMING GRASS, PRUNING TREES AND SHRUBS, PROTECTION FROM INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS NEEDED TO INSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT MATERIAL PLANT MATERIAL SUBSTITUTION NO SUBSTITUTION OF PLANT MATERIAL, TYPE OR SIZES WILL BE PERMITTED WITHOUT AUTHORIZATION FROM THE LANDSCAPE ARCHITECT. PLANTING BED PREPARATION ALL PLANTING BEDS SHALL BE PROPERLY PREPARED PRIOR TO THE COMMENCEMENT OF ANY PLANTING. PLANTING AREAS, INCLUDING LAWNS SHALL BE FREE OF ALL WEEDS AND NUISANCE VEGETATION. IF TORPEDO GRASS (PANICUM REPENS) IS PRESENT OR ENCOUNTERED DURING PLANTING, THE LANDSCAPE CONTRACTOR SHALL STOP ALL PLANTING UNTIL IT CAN BE DEMONSTRATED THAT IT HAS BEEN COMPLETELY REMOVED OR ERADICATED. THERE SHALL BE NO EXCEPTIONS TO THIS PROVISION. GENERAL NOTES ALL LANDSCAPE WORK SHALL CONFORM TO THE LOCAL REQUIREMENTS OF THE LANDSCAPE CODE. THE LANDSCAPE CONTRACTOR SHALL NOT MAKE ANY SUBSTITUTIONS OR CHANGES WITHOUT THE AUTHORIZATION OF THE OWNER AND THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND AVOID ALL CONFLICTS. THE LANDSCAPE CONTRACTOR BE RESPONSIBLE FOR ALL PERMITS RELATING TO HIS/HER WORK. PLANT MATERIAL USED SHALL BE FLORIDA NUMBER I OR BETTER AS DEFINED BY THE DIVISION OF PLANT INDUSTRY'GRADE AND STANDARDS' LATEST EDITION. ALL AREAS SHALL BE FULLY IRRIGATED IN ACCORDANCE WITH THE LOCAL LANDSCAPE CODE. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% OVERLAP COVERAGE TO ALL LANDSCAPE AND SOD AREAS. THE IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR/CUT OFF SWITCH IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. ® RECEIVE® cg 07 2010 Yawn of Gulf Stream, FL .t g °Eo U n o D • U t=D E U_ = D O 0 U D@— Q LL `o j y Q O C y U � C • O .v Z m 0-- t m L) V C V_ •_ o 'i N mO N� C: U_ 1� y/ [}� O W r/ J 50zV -M `�//•-�' � l3 J V �N ti. o � MO�FST9� U:O LA6667190 6j m K; FLORIDN• Landscape Details & Notes DESIGNED DMS DRAWN DMS APPROVED DMS DATE 12,4/2018 REVISIONS SHEET 1p5 OF 5 " Ep Um U O VO 0 b " U = O l U � Q O C y " N N z 2 m m 60 " J mo �� a roF 3 W 3 U W V�� W W C3 (n m O C: W ��O 0z�� L0 7 m L(7 0 ��p.ND Q.��i MfRq" " q ��c 1A666719D cm fLOR61A: Conceptual Landscape Elevation DESIGNED TGL% DMS DRAWN DNS APPROVED DMS DATE 17!4/2018 REVISIONS SHEET lel OF 1 EXISTING SEAGRAPE TREE EXISTING SEAGRAPE TREE EXISTING COCONUT PALMS IEXISTING SEAGRAPE TREE 1 PROPOSED'' -`T", y .. _ ROYALPOINCIANA - .i,��M�� { PROPOSED PIGEON PLUM TREES EXISTING VEGETATION TO REMAIN EXISTING DUNE PROPERTY UN 8' TALL PODOCARPUS HEDGE AT PLANTING 8' TALL SMALL LEAF CLUSIA AT IB' TALL ARECA PALMS AT 8'TALL SEAGRAPE HEDGE AI PLANTING TO BE MAINTAINED VEGETATION TO REMAIN ------ --- ---- TO BE MAINTAINED AT 10' MINIMUM --------------------- -PLANTING HEDGE TO BE MAINTAINED- PLANTING TO BE MAINTAINED AT AT 10' MINIMUM OVERALL TALL SEAGRAPE HEDGE OVERALL HEIGHT AT 10' MINIMUM OVERALL HEIGHT IB' MINIMUM OVERALL HEIGHT HEIGHT A PLANTING TO BE MAINTAINED AT 7 N 5' BLACK DECORATIVE MINIMUM OVERALL HEIGHT ALUMINUM FENCE SOUTH ELEVATION NTS � RECEIVED� DEC 072019 Town of Gulf Stream, FL " Ep Um U O VO 0 b " U = O l U � Q O C y " N N z 2 m m 60 " J mo �� a roF 3 W 3 U W V�� W W C3 (n m O C: W ��O 0z�� L0 7 m L(7 0 ��p.ND Q.��i MfRq" " q ��c 1A666719D cm fLOR61A: Conceptual Landscape Elevation DESIGNED TGL% DMS DRAWN DNS APPROVED DMS DATE 17!4/2018 REVISIONS SHEET lel OF 1 I Ulm Job No. 171119 OL Ft --(Y,)11105 FIRM PROPOSED RESIDENCE WITH OPEN STAIR @ GARAGE PROPOSED RESIDENCE WITH OPEN STAIR @ GARAGE REAR ELEVATION WITH NEW TRELLIS AND MODIFED POOL jip� RECEIVED � DEC 07 2010 sewn e1 Gulf Stream, R REVISIONS BY DATE ecEosEo erucc.cE wv o9tne O sErre,.�En eEt � estate 0 urp9GPE x¢vgwi+ fli OY25tB 0 uuirt vkv. EtEv�nw Hi t0 U3 tB 7W W p x z a o z a a a ru^ 4 l V O U U V J1 yU} i cC C v/J W l H U u a Job No. 171119 am Fl,-CK9➢05 FIRM -A4003,379 RENDER 0 0 z GALLOWAY Residence -1535 NORTH OCEAN BLVD. TOWN OF GULF STREAM SITE DATA TABLE C = 1.O IMPERVIOUS AREA Grow Lot Aril ENactWS l.ot Ana 40,136 8P 37, 45o BP 3 CAR GARAGE FAR Calcul"ons EXISTING DEMO NEW s.e. NET 1 Ftaw Lllln9 4,172 S.F. 4.113 S.F. GsIBn9s o IV (double) 4,186C.F. 341 SF FWi b Ln6 2, 4S8 B.F. 709 B.P. 3,167 B.F. 1�Fbor Covwad Ms ovarha >2M 1,025 H.P. 521 SF Flow Ca9ared 750 8.F. i AWnin°a> 3' and a4xaan ond— 4150% O.°:':� ! :'may.« � Gaups 731 S.P. 1 do Gross FI—AM OW Buildings Tool Floor Area Prep—d 9,845 S.P. Flni28,000X.33 6,600 S.P. OVw 20,000 X.20 Total AIIOTPaW. FAR Pw Manual S0, DTD B.F. Total Hardscape Area 16,104 HARDSGPE IAT CV7r. ��TOTAL 16,104 B.F. 5,928 B.F. 22,032 S.F. R"Illd Laadaaq Ana 14,980 B.P. tsksx 40% Actual%Lendaape Open 37,450 - Spa- Arsm 6, LOT AREA- 40,126 SQUARE FEET EFFECTIVE LOT AREA= 37,450 S.F. MAXIMUM FAR - 10,090 S.F. SETBACKS FRONT 50' SIDE 30% OF LOT WIDTH (MIN. IS) 110'X.3=33' REAR WATER 25 F.A.R. CALCULATIONS TOTAL LOT TO C.C.CL. = 37,450 S.F. FIRST 20,000033%= 61600 S.F. REMAINDER 020% = 3,490 S.F. MAX ALLOWABLE - 10.090 S.F. PROPOSED 9645 S.F. 9,845 S.F. <10,090 S.F. = OK 6 -GAN RAINFALL RETENTION CALCULATION USING RATIONAL METHOD (O- C = 1.O IMPERVIOUS AREA BREEZEWAY C - 0.2 PERVIOUS AREA 3 CAR GARAGE I- Y/HR. COVERED ENTRY IMPERVIOUS 22,032 SF (1.0 X 2'/HR X 1 B/12In) = 3,672 C.F. PERVIOUS 15,418 SF (.2 X TNR X 16/12 in)= 514 C.F. SITE 37,450 SF -RETENTION REQUIRED= 4,186C.F. I PROPOSED RETENTION (1,450+2,5504200+5004850)=5,350 C.F. LOT SIZE LOi AREA 40128 SF TOTAL 40128 SF EFFECTIVE LOT AREA = 37,450 S.F. BREEZEWAY154 SF 3 CAR GARAGE 731 SF COVERED ENTRY 65 SF OUTDOOR LIVING 0 FAMILY RM 341 SF OUTDOOR WING 0 GREAT RM 521 SF AC AREA TABULATION r FIRST FLOOR 4018 SFND FLOOR 2458 SF ZEWAY 154 SF UEST SUITE 709 SF 7340 SF a A/C 2ND FLOOR 2458 SF BREEZEWAY 154 SF 3 CAR GARAGE 731 SF COVERED ENTRY 65 SF GUEST SUITE TERRACE 40 SF MASTER TERRACE189 SF OUTDOOR LIVING 0 FAMILY RM 341 SF LIVINGOUTDOOR LNG 0 GREAT RM 521SF STAIRCASE 98 SF TERRACE #2 521 SF VIP OUFST SUITE 709 SF 100 SERIES KEY NOTE LEGEND 101 POOL RENOVATION (SEPARATE POIFBT SUBMOTAL) 102 LANDSCAPING /HARDSCAFE- REFER TO LANDSCAPE PLANS 107 TSP HIGH UTE WALL- REFER TO STRUCTURAL PLANS 104 PROPERTY LINE 105 EXISTING RESOENL-E-REFER TO FLOOR PLAN 106 EXISTING GARAGE -REM TO FLOOR PLAN I07 NEW STAIRCASE- REiIR TO FLOOR PLAN 108 CONDENSER UNIT LOCATION- REFER TO MEP DRAWINGS 109 BUILDING SETBACK LINE 110 EXISTING DRIVEWAY- REFER TO HARDSCAPE PLANS 111 EXISTING COVERED 0 TERRACE 112 NEW PRE-ENGDNE3RED WOOD TRELLIS@ GREAT ROOM (BY OTHERS) 113 OLD COASTAL SMACK LANE 114 NEW COASTAL SEIBACK LINE 115 EGSIIOSEA WALL 116 7 RETAINING WALL 117 EXISTING COVERED OUTDOOR TERRACE INE 5'MGH BLACK POWDER COATED ALUMINUM PENCE- REFER TO LANDSCAPE PLANS 119 BEACH DUNE WALK OVER, TO MEANDER TO ACCOMMODATE EXISTING SANG FOOT PATH ACCESST O BEACH 120 NEW ENTRY GATE 121 PROPOSED STEPS- REFER TO LANDCAPE/ HARDSCAPE PLANS 122 PROPOSED PLANTERS- REFER TO LANDSCAPE/ HARDSCAPE PLANS 127 2X2 CAST STONE WITH SYNTRmc TuAP STRIPS BETWEEN STONES ► RECEIVED -4 DEC 072016 I I'i..li `''•eam, FL SITE PLAN REFER TO LANDSCAPE PLANS FOR ALL PLANTING SPECIFICATIONS LEGAL DESCRIPTION: A PORTION w THE NORTH 100 FEET OF NE SO—f _F OF GOJERNHEtrT LOT 1 OF S—GH 10. TOr IS, 46 SOUTH, l—E Q EAST, PA" BEACH COUNTY, PEORIA, LYING EAST OF THE Iv18TEr4LY CONTpa0N040,12fi SOWRE FEET. MOREOR tE55 SRR PLAN GENERAL NOTES: 1. G.CTOCO WATETIRREMOVALOPEXISTINGVFGETAMONASREQUIRED. I ALL DOORS & WNDOW 3 PROVE3ING DIRECT ACCESS FROM THE HOME SHALL MEET THE IIPSOENTIAL POOL SAFETY ACT. 3. ALL SCREEN DOORS An TO BE SELF LATCHING AND SELF CLOSING. LATCH MECHANISM SHALLMB 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 ACI'. S. G.0 TO VERIFY ALL EX6TNG CONDTDONS ON SITE POOR TO COMMENCMENT OF CONSTRUCOON. NOT ALL EKGTNG CONDITIONS ARE NECESSARILY SHOWN ON THIS PLAN. 6. SEP SURVEYFOR EXERTING CONDTOONS. G.C. TO VERDTY'WET WALL' LOCATION WITH SURVEY COMPANY. 7. REFERTOLANDSCAPEARCLHTECI'SDRAWNGSFORNFOR MONONTBEPOOL S. IIFFFR TO SHE DRAINAGE PLAN BY CIVI. ENGINEER FOR PROPOSED SITE ELEVATIONS, GRADING,= GATE ENTRY COLUMN w r N T_ J LQ r c� LM W N W a ® 2 VICINITY MAP --e-T.— Fw De1T1e aeereweA ser Fw 1e1a lTwOsuPE REViOw HP OB151B aeixT ulv. eLEVA u Iw .w.1e AAe Aeslax9ssxlu Fw .o9.re .-T AeviEw M 12D4.18 A 1160eNHTAI M 12.w.16 °— •�.... i T O.°:':� ! :'may.« � 1 1 1 do GGog1a.,. ® 2 VICINITY MAP --e-T.— Fw De1T1e aeereweA ser Fw 1e1a lTwOsuPE REViOw HP OB151B aeixT ulv. eLEVA u Iw .w.1e AAe Aeslax9ssxlu Fw .o9.re .-T AeviEw M 12D4.18 A 1160eNHTAI M 12.w.16 co 17 ti N r J Q H H m m a ALL CONCEALED SCREWS ON O DOOREFER R AND OWSHEET A901 FOR INDOW SCHEDULES Q ALL OUT BBASEOCATED ALL S +40" To CECHES TNTEDR ALO FATED ® ,� 1ST FLOOR _PLAN SWITCH PLATES AND OUTLETS Job No. 171119 F FL -=05 FIRM-AA003379 A200 0 wp NON a ere,u. w.w.NN71 pt PUNm.I¢1R6P®®A4,91Ow91&VJmOaD.DL�YSYSIOL 1tre99R9acvw.w9ren.�m9nt.Dwn.. ®E��D�.9.Daa�aw o �F„ v -r Go ti N r J L� r m co m CL w .i ENCLOSED siu M 001719 9EPtEueEa sEi fli 0019,9 „�9D9aERE"� ,� D9z9,9 O,ENt REv. ELEv.00N R@ 10.OJ.,9 MERE SOWLSSON M 10.OB.t9 uiENrRE�Ew rw tz.a.,e Mag-aESD9urr9L nn 1z.oi.,a ALL CONCEALED SCREWS ON ` F SWITCH PLATES AND OUTLETS �WT ALL OUTLETS ARE TO BE LOCATED !�1 WITHIN THE BASE 0r ' Q ALL SWITCHES TO BE LOCATED l y +40" TO CENTER A.F.F. l U CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES. THE 7 DIMENSIONS SHOWN ARE APPROXIMATE AND E WERE BASED OF OWNER PROVIDED EXISTING DRAWINGS. N OREFER TO SHEET A901 FOR O� ' DOOR AND WINDOW SCHEDULES F iTi > t U i �t L t F F � E RECEIVE® IEC 07 201 Town of Gulf Stream, FL ® PARTIAL 2ND FLOOR PLAN Q'� v GUEST SUITE PLAN 2 4._ .o. GARAGE/STORAGE KEY NOTE LEGEND pS ,PU��IC�G,i 9PwT. Egwm,revMnrvrm wmra.o<+. O Awa omua. auvneeatrowmvre,mamanu,m.,. ,.v'v�� uv,vrnovwrzne.,osuewrsroe 23 awm ��e ��w.mw,oaa wc�,oxauuoewe �% RECEIVE[) DEC 07 Town of Gulf Stream, F( ALL CONCEALED SCREWS ON SWITCH PLATES AND OUTLETS ALL OUTLETS ARE TO BE LOCATED WITHIN THE BASE ALL SWITCHES TO BE LOCATED +40" TO CENTER A.F.F. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES. THE DIMENSIONS SHOWN ARE APPROXIMATE AND WERE BASED OF OWNER PROVIDED EXISTING DRAWINGS. OREFER TO SHEET A901 FOR O DOOR AND WINDOW SCHEDULES r QewaoseosTaw �� Q r j ��j N p��,MPEU r' Q J QCUE, aE��nex LQL ��MPB (r(�� 1S G ecevuivrm sE wms^wPe nev��slo E,Ev,n a+e nEsuewswoD xESuaErv u ro ro rir �� rw M pP oe,ne oe,e,e oers,a ,DDJ,9 ,o.os.,a ,20..,0 12D>.��B m O �� Q) V J U �� t/) o H �� x' Y U a w 0 U O C) w z G I O �� Q) V J U �� t/) o H �� x' Y U CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES. THE DIMENSIONS SHOWN ARE APPROXIMATE AND WERE BASED OF OWNER PROVIDED EXISTING DRAWINGS. ROOF NOTE CONTRACTOR TO PATCH AND REPAIR ROOF AS REQUIRED PER NEW CONMUCDON. INSTALL NEW TILE PER N.OA SPECMTIONS. REFER TOI =SIZES FOR ALL ROOF PLAN 200 SERIES KEY NOTE LEGEND 201 FLAT CONCRETE TILE- REFER TO PRODUCT APPROVAL TYPE AND RPECMCATIONS. MSTALL PER NOAS EIUSTDIG TERRACE BELOW- REFER TO FLOOR PLAN NEWTRRRACEBELOW-REFFRTOFTAORPLAN FIRST FLOOR ROOF BELOW co r ti N J LQ `r r m U) m a w REVIRONS BY DATE 4]E4s.ua a,E.,�EASE, oscwEF iu1 FEv. E,tv�nOx e FEs4easslox -ENT I- B �+ESuaMnu NP ro ro ro ro ro ro -719 oa,e,a w2s,e .4118 .aR.,s 11O a 12.o1.,e V W F-� Lri J� rO U Y �i W P4 U _—WAIF h1EWAIF 20.177.0. BEWI AF.F. OUESTSIIRE z U 1Z-17 T.O. SIFB AF.F. b 1t41'T.O.BEAMAF.F. \ b -T� 11'I'T.O. STAB®GUEST SUITE AFF/— T im II — 111 e 6 ® ® IIr IIIIIIIIIII'IIL n FRONT (WEST) EXTERIOR ELEVATION 114• = 1-V 1 1; — REFER n REAR (EAST) EXTERIOR ELEVATION SHEET A901 FOR FOR ALLHARDSCAOPEANDPLANTINGFEATURES O DOOR AND FER WINDOW SCHEDULES 0 c SECTION AND ELEVATION KEYNOTES 300 SERIES KEY NOTE LEGEND (NOT ALL KEYNOTES USED ON THIS SHEET) 3p1 EMSTING STRUCTURE -CONTRACCORTOVPRIFYINFIE RAND NOTIFY ARCHITECT OF ANYDISCREPANCMS OR ISSUESPRIOR TO CONSTRUCTION. CONCRETE SLAB ON VAPOR BARRIER ON COMPACTED SOIL. REFER OTO STRUCTURAL DRAWINGS FOR SIZE REINFORCING AND ADDITIONAL INFORMATION. 3D3 MIN R-2018 10. PER CUBIC FOOT SPRAY APPLIED OPEN CELLED FOAM INSULATION THAT PASSES AOC 377 APPENDIX W WnHOUTA COATING OROOF TRUSSES. REFER TO STRUCTURAL d TRUSS DRAWINGS FOR ADDITIONAL DUIDRMAT70N AND TRUSS PROFILE 305 CONCRETE STAB/MARCORE CONCRETE FLOOR SYSTEM (OR EQUAL) -REFERTO STRUCTURAL DRAWINGS VCMUWALT. N.O.REFERTOST1U7NRALFORADDMONAL INFORMATION 12• CMU WALL, U.N.O. RFFRRTO sTRUCNRAL FOR ADvrnmAL INFORMATION QSTRUCTURAL STEEL COLUMN WRAPPED WITHIN DECORATIVE COLUMN- REFER TO STRUCTURAL DRAWINGS RAIRNG SYSTEM, BUILT TO SUPPORT A 2 I.B. LATERAL FORCE. -REFCRTO SHOP DRAWINGS ilp CONCRIfE IRPAD&R1SER5. REFER'IOSNCTUAAL DRAWINGS 311 LANDSCAPING. REFER TO LANDSCAPE DRAWINGS 312 I.iPACI WINDOW/DOORSYSTEM -REFER TO WINDOW AND DOOR SCHEDULE ON SHEEP A901 313 E'ER TO STRUCTURAL DRAWINGS FOR SLAB, FOOLING SIZE AND REINFORCING, TYP. 311 CONCRETE ITS BEAK REFER TO STRUCTURAL DRAWINGS FOR SM ANDREINFORCING. 315 PRE-ENGINEERED WOOD TRELLIs(BY OTHERS) 316 FLAT CONCRETE TILE-WSTALLPERN.OASPECEICATIONS 317 DECORATIVELIGHT FIXTURE -REFER TO REP DRAWINGS 31B INTALLNEWHARDE BOTRARE EWTING UMNS� ARCH AS SHOWN) 319 NEW DECORATIVE PRECAST TRIA V/NHSAND i. STUCCOFMLSH- COLOR AS APPROVE BY THE TO 321 NEW FABRIC AWNING SYSTEM (BY OTHERS) ® RECEIVE® -4 DEC 07 2018 Town of Gulf Stream, FL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES. THE DIMENSIONS SHOWN ARE APPROXIMATE AND WERE BASED OF OWNER PROVIDED EXISTING DRAWINGS. SURFACE AREA TABULATION OVERALL WALL 1867 SF TOTAL 1567 SF = 1.00% REAR ELEVATION SURFACE AREA CALCULATION BREAKDOWN DOOR 108 SF DOOR 60 SF DOOR 110 SF DOOR 60 SF DOOR 46 SF DOOR 72 SF DOOR 64 SF DOOR 48 SF WINDOW 20 SF WINDOW 3 SF WINDOW 23 SF WINDOW 45 SF WINDOW 45 SF WINDOW 24 SF WINDOW 24 SF TOTAL 753 SF al 44.38% OK RR1EMONS BY DATE pE��,m,T BP 99,7,9 ©e9vr9M99ns9T re .1- -D R9Hs, m oers,9 Q, c�ixr 9ev.9�9wnw r(P low 18 Qu,999su9Muslcx Nw io.o9.,9 w ,gyp 19 /� wev9++ew9.eTrw rIP ,zw.�9 C E n LEFT (NORTH) EXTERIOR ELEVATION CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES. THE DIMENSIONS SHOWN ARE APPROXIMATE AND WERE BASED OF OWNER PROVIDED EXISTING DRAWINGS. SECTION AND ELEVATION KEYNOTES 300 SERIES KEY NOTE LEGEND (NOT ALL KEYNOTES USED ON THIS SHEET) 301 EXISTING STRUCTURE- CONTRACTOR TO VERDY IN FQRA AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR ISSUES PRIOR TO CONSTRUCTION. CONCREM SLAB ON VAPOR BARRIER ON COMPACTED SOD.. REFER TO STRUCTURAL DRAWINGS FOR SIM REINFORCING AND ADDMCNAL INFORMATION. 303 MIN R40 112 Ib. PER CUBIC FOOT SPRAYAPPU OPEN CELLED FOAM INSULATION THAT PASSES ACC 377 APPENDIX X WITHOUT COATING ROOF TRUSSES- RIFER TO STRUCTURAL k TRUSS DRAWBNGSFOR ADDITIONAL INFORMATION AND TRUSS PROFILE 305 CONCRETE SLAB/MARCORS CONCRETE FLOOR SYSTEM(OR EQUAL) -REFER TO STRUCTURAL DRAWINGS O5'CMU WALL,U3N.O. REFER TO STRUCTURAL FORADDITIONAL INFORMATION IY CMU WALL,U.N.O. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION STRUCTURAL STEEL COLUMN WRAPPED WME N DECORATIVE COLUMN -REFER TO STRUCTURAL DRAWINGS BALLING SYSTEK BUILT TO SUPPORT A 230 LB. LATERAL FORCE -REFER TO SHOP DRAWINGS 310 CONCRETE TREAD@RISERS. REFERTOMCYURALDRAWINGS 311 LANDSCAPING. REFER TO LANDSCAPE DRAWINGS 312 DeACT WINDOW I DOOR SYSTEM -REFER TO WINDOW AND DOOR SCHEDULE ON SHEET A90I 313 E'ER TO STRUCIURAL DRAWINGS FOR SLAB, FOOTING SIZE AND REE NORCING, TYP. 311 CONCRETET'IEBEAM. REFERTOSIRUCIURALDRAWINGSPORSIZB AND REINFORCING. 313 PR6BNOINBER®WOOD TREWS(BY O'D�RS) 316 FLATCONCRETB TII.H-INSTALLPRSL SPFCDICATIONE 31T DECORATIVE LIGHT FIXTURE- REFER TO MEP DRAWINGS ❑SQUARE UP EXISTING COUMNS(KEEP ARCH AS SHOWN) 315 INSTALLNEW HARDIN BOYS TRIM 319 NEW DELORATIVE PRECAST TRIM SMOOTH SAND COAT STUCCO FINIS H- COLOR AS APPROVE BY THE TOWN OF GULPSTREAM ARMS. 321 NEW FABRIC AWNING SYSTEM(BY OTHERS) ® RECEIVED DEC 072016 Town of Gulf Stream, FL i 35NP MA%H(3GHTAF.F. � - RIGHT SOUTH) EXTERIOR ELEVATION i OREFER TO SHEET A901 FOR REFER TO LANDSCAPE PLANS DOOR AND WINDOW SCHEDULES O FOR ALL HARDSCAPE AND PLANTING FEATURES Erc�oseo s.uRCAa rw aeNN1e sFaiEwlBEa sET NP OB1B+0 uu05cAv5 aEu4ox M 082518 clFiHi a[v [EtvAnOx M 10.03.18 ♦aB aE.sodnission M 10.09.18 c1iEM aEhex N 12.01.18 .aaB.a�Ne19,iA, � ,i.BT:,a 1. EXISTING THREE CAR GARAGE S. EXISTING GUEST SUITE FRONT ELEVATION 535 NORTH tO EAN = O LEVAR[? [FMM4MMC� C3MMLDUHQ pCz1040O 2„ EXISTING FRONT ELEVATION OF RESIDENCE 6. EXISTING BREEZEWAY IN ENTRANCE COURTYARD 3. EXISTING FRONT ENTRANCE %. EXISTING ARCHED ENTRY TO COURTYARD 4. EXISTING FRONT ENTRANCE COURTYARD S. EXISTING ARCHED ENTRY TO COURTYARD OII I I 5 Ir It_q . IIIII...... Ij I II I ❑ ❑ ❑ litniiilI � �" li ° ❑� �O �li4:iil6tllllllll ,1 <3 Al El I Y - �ICK I' LI a °- I §m ------ 10. EXISTING REAR ELEVATION (RIGHT SIDE) KEY PLAN (NEW FLOOR PLAN SHOWN FOR REFERENCE) N.T.S. RECEIVE® 4 DEC 072010 Town of Gulf Stream, FL O xtveu�rv; r O M M Q m Nco U CL W Q wU. cn J t� e i TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 018-11 Owner: Kevin and Michelle Clark Address: 3400 Polo Drive Agent: Carlos Linares/Randall Stofft Architects Proposed Improvement: The construction of a two-story, 7,406 sq. ft. single- family Bermuda style home with attached garage, pool and pool pavilion. Approvals Requested: Land Clearing Permit: To clear the land for the new building. Demolition Permit: To demolish the existing buildings. Special Exception #1: To permit a 30 ft. rear setback. Level III Architectural/Site Plan: To permit the construction of a two-story, 7,406 sq. ft. single family Bermuda style home with attached garage, pool and pool pavilion. Gross Lot size: 24,826 sq. ft. Effective Lot Area: 24,051 sq. ft. Proposed Total Floor Area: 7,406 sq. ft. Allowable: 7,410 sq. ft. Zoning District: RS -C Issues Considered During Review: Section 70-67 Effective lot area Section 70-70 Floor area calculations Second Floor Eave Height: 21' Section 70-72 Special exception floor area ratio (b-1) Maximum floor area Section 70-73 Second floor area Section 70-74 Setbacks Section 70-75 Special exception setbacks (c) Additions to structures with existing nonconforming setbacks. Section 70-100 Roof and eave heights Section 70-187 Table of district standards Note: Application appears to meet the standards for approval. Motion to recommend approval of a land clearing permit. Motion to recommend approval to demolish the existing buildings. Motion to recommend approval for a Special Exception for a 30 ft. rear setback. Architectural Review and Planning Board ARPB File # 18-11 ARPB: December 27, 2018; TC: January 11, 2019 Page 2 Motion to recommend approval of a Level III Architectural/ Site Plan based on a finding that the construction of a two-story 7,406 sq. ft. single-family Bermuda style home with attached garage, pool and pool pavilion meet the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. Prior to the issuance of a Certificate of Occupancy 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. ARPB Date: October 25, 2018 Action: Land Clearing Permit: No Recommendation. (5-0) Demolition Permit: No Recommendation. (5-0) Special Exception #1: No Recommendation. (5-0) Special Exception #2: To be presented at the meeting on 11-15-18 without this Special Exception. (5-0). Level III Architectural/ Site Plan: No Recommendation at this time. Review to continue 11-15-18. (5-0) ARPPB Date: November 15, 2018 Applicant was not on this agenda. ARPB Date: December 27, 2019 Action: Land Clearing Permit: Demolition Permit: Special Exception #1: Level III Architectural/ Site Plan: TC Date: January 11, 2019 Action: Land Clearing Permit: Demolition Permit: Special Exception #1: Level III Architectural/ Site Plan: I VYV1•%Jr vvL.r uI1%L_r1%m ® RECEIVED -4 SEP 2 4 2018 APPLICATION FOR DEVELOPMENT APPROVAL �rl Of Gulf Stream' FL 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 # ? f f PART 11. •GENERAL INFORMATION To be completed by all applicants. A. Project Information 1.A.1. Project/Owner Name: KEVIN AND MICHELLE CLARK/ CLARK RESIDENCE 1.A.2. Project Address: 3400 POLO DRIVE, GULF STREAM, FL 33403 I.A.3. Project Property Legal Description: ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT IN i FOR PAI3i BEACH COUNTY, FLORIDA,RECORDED IN PLAT BOOK 24, PG. 73, SAID LANDS SITUATE, LYING i BEING IN PALM BEACH COUNTY, FLORIDA. I.A.4. Project Description (describe in detail, including # of stories, etc.) 7� 6 DEMOLISH EXISTING SINGLE FAMILY HOME 6 BUILD NEW TWO STORY, SINGLE FAMILY RESIDENCE 1A.5. Square Footage of New Structure or Addition: 6' `SF Architectural Style: BERMUDA STYLE ARCHITECTURE I.A.6. Check all that apply: ® ArchitecturaVSite Plan Review ® Land Clearing ❑ North Ocean Boulevard Overlay (complete section B) 13 Demolition of Structures ❑ Non-residential uses ❑ Variance (complete section G) 0 Special Exception (complete section.E) +8.0' NGVD I.A.7. (a) Proposed F.F.E.: B. Owner Information I.B.I . Owner Address: Type of Foundatlon: 3250 POLO DRIVE , GULF STREAM, FL 1.132. Owner Phone Number: 203 834 3015/ 203 984 9883 Fax: 1.6.3. Owner GRADE BEAMS AND PILES C. Agent Information I.C.I I. Agent Name and Firm Name: RANDALL STOFFT/ RANDALL. STOFFT ARCHITECTS I.C.2, Agent Address: 42 N. SWINTON AVE. DELRAY BEACH. FL 33444 I.C.3. Agent Phone Number: (0) (561)243-0799 cell Fax (561)243-0299 1.C.4. Agent Signature: Official Use Only Pre -App Date: ARP6 Date: App Date: Recommendatlon: Corn Date: TC Date: Decision: Application for Development Approval Form ADA.2000 revised 6/13/00 s' Page 2 Town of Gulf Stream . . . --\ PART Ill. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate ancpoEIVED A question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? SEP 2 4 2018 GULF STREAM CORE DISTRICT (RSTA#n of Gulf Stream, FL III.A.2. Is the project compatible with the intent of the zoning district? ® Yes ❑ No Explain, THE PROPOSED TWO STORY RESIDENTIAL STRUCTURE FITS WITHIN ALL THE SITE SETBACKS,y ARCHITECTURAL STYLE, MASSING, MATERIALS USED AND LUSH LANDSCAPE SET FORTH BY THE GULF STREAM CORE DISTRICT GUIDELINES. III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? ® Yes ❑ 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 16' WIDE BRICK DRIVEWAY WILL EXTEND FROM POLO DRIVE TO MOTORCOURT AND A 12' WIDE DRIVE INTO PROPOSED GARAGES. 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 CONNECTION TO NEW PROPOSED TOWN SEWER SYSTEM c. Potable Water CONNECTION TO TOWN WATER SYSTEM d. Irrigation Water CONNECTION TO TOWN WATER SYSTEM e. Electricity CONNECTION TO FP&L f. Telephone CONNECTION TO PRIVATE COMPANY(AT&T OR EQUAL) g. Gas CONNECTION TO PROPANE TANK (WILL SUBMIT FOR PERMIT) h. Cable Television CONNECTION TO PRIVATE COMPANY (DIRECT TV OR EQUAL) III.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 Approvals/Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of- way? ❑ 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? M Yes ❑ 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? ® Yes ❑ No (If "Yes", section D of this part must be completed.) 1V.A.5. Does the project require approval of a Special Exception? ® 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? ❑ 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 SEP 2 4 2018 1 01 Gulf Stream, FL W.B.1, hat significant landscape features or architectural features are to be disturb a'br ad ed and to what exte IV.B.2. Describe the need ¢ justification for the disturbance/addition: _ IV.B.3. Will the disturbance/addition dei or' seriously impair visual relationships among bulldings, 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?tt,Project? IV.B.5. What,mitigation is proposed so that the disturbance/addition has the least impaalllkossible 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? AFTER COMMISSION APPROVAL W.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: PAUMOTIS PLAMS, FRAGAPANI, FICUS, SEAGRAPE TREES, QUEEN PALMS, ROEBELENII PALMS IV.D.2. Describe the need and justification for the removal/relocation: ALL THE ABOVE TREES ARE CONSIDERED IN DECLINE FROM YEARS OF LACK OF PROPER CARE INCLUDING FURTILIZATION AND PRUNING IV.D.3. How is the removal from the project site of vegetation to be mitigated: MANY NEW PALMS AND TREES WILL BE REPLACING OLD AND TIRED MATERIAL, 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? ONLY MATERIAL ON THE PROPERTY LINES ARE TO REMAIN AND WILL BE PROTECTED. IV.D.5. What replacement materials are proposed? SYLVESTRIS, ROYAL, SABAL AND COCONUT PALMS. PIGEONPLUM & CRAPE MYRTLE TREES WILL BE USED IN Application for Development Approval, Form ADA.32000 Page 4 February 2002 SEP 2 4 2018 Town of Gulf Stream, FL E. Projects Requiring a Special Exception. IV.E.1. Is the proposed use a permitted special exception use? ® Yes ❑ No Code Section: 70-72(b)/ 70-75(j) IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? THE 300SF EXCESS F.A.R. ALLOWED IS STRUCTURE SAFE REAR SETBACK REDUCTION FOR SINGLE STORY STRUTURES. IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? ❑ Yes ® No Explain. THE 300SF EXCESS IS PART OF A COVERED OUTDOOR SPACE THAT HELPS THE FUNCTION OF THE ARCHITECTURE BUT HAS NO IMPACT ON THE PROPERTY VALUE 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? ® Yes ❑ No Explain. F. Non -Residential Projects and Residential Projects of Greater than 2 Units .1. If common area facilities are to be provided, describe them and how they are tb 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 Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: _ DrivewaystAisles: Application for Development Approval Form ADA.32000 Page 5 Clark Residence -3400 Polo Drive TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 2 4, 8 2 6 s f Effective Lot Area 24, 0 51 s f FAR Calculations EXISTING DEMO NEW NET S. F. I" Floor Living 3,577 Ceilings over 95' (double) 61 2"d Floor Living 2,445 15t Floor Covered (porches, overhangs > 2 %') 30 2nd Floor Covered 0 Awnings > 3' and screen enclosure (at 50%) o Garage 860 Gross Floor Area 6, 974 Out Buildings 432 Total Floor Area Proposed 7,406 First 20,000 X .33 6, 600 Over 20,000 X .20 810 Total Allowable FAR 7,410 Per Manual Total Hardscape Area 6,191 HARDSCAPE = 6,191SF Required Landscape Area 9,620 (lot size x 40%) LOT COV. = 4 , 899SF 0 Actual % Landscape Open 24,051-11 , 0 Space Area =12,961 (53.9 0) TOTAL = 11, 090SF 10.04.18 Deputy/Constitems/Sitedata/11 /01 0. RECEIVED 44 11.27.18 (rev. ) Town of Gulf Stream, FL SEAWALL 155.00' D) SEAWALL 3'-0• K____ _ ___—_____—__ __— —_T__—_ -------------- --------------------------- 0 --- --- --o y I I (:.! po_r ------ w �----- LLo ca I a� cv °' --------------------- I ---------------- QL ------ --- ---'-- --r =�� ---� I 5'x2,865 SF 1,433 C.F. U .5' x ,5b5 SF iI I W L!J p = 75 (i.F. I 1 t I1 �I; ------------- ' II I 11 I+6.0• I I I ! uj i II L------ I _ 31'-0' SIDE SETBACK _ V I L II I i 1 r.. ❑ II II' I O I — — Ir tI - I �I ACCESSORY OO SIDS _N= TWO STORY o SINGLE FAMILY �I' RESIDENCE I i t FIN. FLR. +6.5' NAV I I I I I I e I -- J I I I MOTOR I 'I COURT II ej I 12'-0* ACCESSORY -- _._ --__\� •� I 1 �I SETBACK .5'x ` __�_____ 1 E 2ND FLOOR I 5' x 260 SF ; l I I — REO -S + K — I — _ — — — — — — +4.5' A17 _- _ _ _ _ — _� —---16'-0.2ND FLOOR J ' ��/ Ir 1\ 130 C F. �----- RECD SETBACK I j 24'%24'X3$• CONCRETE PIER i ' I 105 � / -------I WITH STUCCO FINISH TO MATCH I I +4'5 I I I THE HOUSE 6 PRECAST CAP I ; .5'x Y15 SF; � i i 1.�'�,^' it .�' x765 SF I = 35✓8 C.F. 382 C.F. I DRNEWAY y ._._. §LL .5' x1,025 SF I?i =5'13 C.F. i 1i 1 RECESSED DOWNLIGHi I 2 ENTRY PIER ELEVATION 24%24x36 C CONCRETE PIER 55. 0 1 (®) CONCRETE-- CONCRETTEE PIER POLO DRIVE 0SITE PLAN LOCATION MAP N.T.S. RAINFALL RETENTION CALCULATION USING RATIONAL METHOD (O=CIA1 C = 1.0 IMPERVIOUS AREA C = 02 PERVIOUS AREA I = 2'MR IMPERVIOUS 11, 122 SF (1.0 X 21HR X 16/12 in)= 1,854 C.F. PERVIOUS 12,929 SF (.2 X 7/HR X I Il/12 in)= 430 C.F. SITE 24,051 SF -RETENTION REQUIRED= 2,284 C.F. PROPOSED RETENTION (753 + 1,433 + 382 + 513 +35B + 130) = 3.588 C.F. LOT AREA= 24,826 SQUARE FEET MAXIMUM FAR = 7,576 S.F. SETBACKS FRONT 30' SIDE 30% OF LOT WIDTH (MIN. 15) REAR 30' FAR. CALCULATIONS TOTAL LOT AREA 24,826 SF DRY (EFFECTIVE) AREA 24,051 SF FIRST 20,000 S.F.•33%- 8,600 SF NEXT 4,051 S.F. ' 20%= 810 SF MAXIMUM FAR PERMITTED 7,410 SF TOWN OF GULF STREAM AREA CALCULATIONS GROSS LOT AREA 24,828 S.F. EFFECTIVE LOT AREA 24,051 S.F. Q cLBvnigxs J41 FAR.CALCULATIONS REQUIRED PROPOSED TOTAL -A/C AREA 0"I.Y1.1B 6,023 SF NON AIC AREAS 8 U� COVERED PORCHES, OVERHANGS OVER Q �o 2.5) 1,353 SF AWNINGS OVER T& O SCREEN ENCL.050% a O OSF TOTAL FAR. PROPOSED Ma c�7 7,405 SF 1ST FLOOR AREA 4,910 SF 2ND FLOOR T r-, U PERMITTED 50% H J ° OF 1ST FLOOR 'b 2,455 SF 2ND FLOOR A101 PROPOSED = 49.7% 2,445 SF COVERED ENCLOSED AREA 3 CAR GARAGE 860 SF 860 SF COVERED/UNENCLOSED AREA COVERED ENTRY 30 SF PAVILION 432 SF 462 SF LOT COVERAGE 3 CAR GARAGE860 SF A/C - 1ST FLOOR 3577 SF COVERED ENTRY 30 SF PAVILION 432 SF 4899 SF HARDSCAPE TABULATION HARDSCAPE 6191SF 6191 SF 00 r 1 r C6 0 J a m U) m I REVISIONS BY DATE Q1x 1 E—A1lox � ,IIN os.Bo.1e Q cLBvnigxs J41 06.08.18 Qwrvss E�tv aEv. JN Ofi.Y.1B Q h sa[B[v v[v CB 0"I.Y1.1B QAnve sueu iiAL OM. 09,1518 U� Q �o O a O � ISI Ma c�7 V U l Eu T r-, U �Lo W a H J ° 'b Job No. 1802022 FL -W11105 FIRM .AA00a3N A101 i■ E PAVILION � n bl I CLUB aROOm - - r- - -- =-- -_-- -� LPERGOLA WALKWAY Y FAMILY BREAKFAST rwr ROOM LIVING roKIaTCHENLLTLI 00 r -_- -- Ia e ELEV --- —_ PANTRY - a I I ,rte �T a I r - ------ I GUEST BEDROOM I I MAV. • _ — e FOYER AV. I ❑ GUEST - BATH — W.I.C. _F ` 3 CAR ea vo '/ PWDR_-------- iy o - o a . v DINING- - - c� mn a ❑ ❑ v a ROOM _ COVD _� ENTRY LE 6 1 FIRST FLOOR PLAN "I Co Kt VISIONS BY DATE T A aoas>w+s n re ..is 18 1 A A vw+sa ElEv nEv m is ss 18 A—S&E,El `° 07 is _ a m C w m V a � Q c a— LE Job No. 1802022 FL-0OIIII/a FIRM-AAW33'N 201b I ® RECEIVED DEC 03 7018 Town of Gulf Stream, FL 14 nSECOND FLOOR PLAN � 3116"=1' 0" 00 T_ REVISIONS BY 'DATE a Q rs nvurs m asaiee m Q sa Os.30.10 n � Q E—ATronSAili !tll 00.00.10 O Qxuµi aEv w a.:oia C saeu�. A as w a 15 18 g ;EIVED 0 3 2018 I' _ sown of Gul# Stream, �L Z� El REVISIONS BY DATE 0 n wins I a os.n.ie 0 upon. s�svn.aN a os ao.ie 0 euvnnons i a ae oe.�e Qaw+sa e�Ev asv. I w a.n.ie Qa�,wsa e�Ev. asv. � ce .zo. 0 nnre s�e..nx of w.+s ie V� Q W�o Q�a � O �a 0 a c7 V w w 0 U N U v J u c. t C t/] o a w Uu Q; �0 a Job No. 1802022 FL-Wllllh FIRM-AA00337l A203 }� -. ROOF H11 - EL. -3517 A.F.F. DATE Q EL evw6 P� r144 h JRR 05.30.18 QELEvnig85 5 , T.G.B. Qxa15e ELEV. eEv All 05.yv.1B Q R/✓✓se ELEv eEv ® Oi.n1.t8 Qmvesuami— N1618 U w SECOND FLOOR (T.O.S) \ FL 17� 3 - --"- Ep Ll 3 ] N FIRST FLOOR EL as GNiAGE LEVEL �1 MNL ROOF HEIGHT EL.�35V AF.F. rs LLL11 IN Li C e ► RECEIVED t DEC G 3 2918 Town of Gulf Stream, FL El n FRONT ELEVATION II DATE Q EL evw6 � JFL 05.11.18 QEeoBi ELEve*w8 JRR 05.30.18 QELEvnig85 5 , Ofi.00.18 Qxa15e ELEV. eEv SIDE ELEVATION REVISIONS BY DATE Q EL evw6 � JFL 05.11.18 QEeoBi ELEve*w8 JRR 05.30.18 QELEvnig85 JW Ofi.00.18 Qxa15e ELEV. eEv All 05.yv.1B Q R/✓✓se ELEv eEv ® Oi.n1.t8 Qmvesuami— N1618 U Q W � Q � O O M a H � U Ir I� I� 0 ,J [� U �1 N v J U L+ C [� O ^W 'a U Ju C N Job No. 1802022 FL -0711105 FIRM-AAW33'9 A0 _ _ MNLROOFHE.IGHT - _ _ - EL.+3yTP A.F.F. - - T.O.B. -_ _—_—__. _ _ -- --- _-- - - - - - - - - - - - - -- - - -- ----- - - - - - - - - - - - - - - - ELYISNF.F. "w SECOND FLOOR .O.S T.O.B. rn 0 0 0 0 — --a EL.FIRSaa•T FLOOR GARAGE LEVEL _ - - - - - - - - - - - - - - - - - - - - " -_ - - - - - EL . -1'6• MNL ROOF HEIGHT EL+36D•AF.F. T.O.B. EL.2 -r AF.F. SECOND FLOOR (TO.S EL. 13'-0• T.O.B. EL. 11'' •XF.F. ��WMs,I_ ❑J LJ— L❑ ® L❑ I I I 1 I ' LJJLLA-------------------------- n REAR ELEVATION ► RECEIVED DEC 03 ?MR Town of Gulf Stream, FL a� .8 ------ ------ --- D SIDE ELEVATION L 3116„_i, 0„ `l REVISIONS 13Y DATE 0 n Ba ml os.a.13 Q—TELE T— I m os.99.1e QE� maws xu+se E�EV BEv m li a 9s.aele oe.zs.18 Q 0. SI[LEv aEv W 01.211.18 Q—SBBMITTu 01L 16 18 W I I V Z Q w�o Q Aw SII O � O r M 1--1 U 1� fw J�1 [� U y U U F. A GI iti•' L'.i I'-••1 U W N J U 'b Job N. 1802022 FL. X)11105 FIRV1-AA00337' 302 9 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #:18-15 Address: 1222 N. Ocean Blvd. Owner: Scott and Esther Carmilani Agent: David Frank Proposed Improvement: Demolish to prepare the existing second floor structure for a conversion of the second story balcony on the existing two-story single family Bermuda style dwelling to 430 sq. ft. of enclosed living space. Approvals Requested: Demolition Permit: Level II Architectural/ Site Plan Review: Gross Lot size: 54,102 sq. ft. Proposed Total Gross Floor Area Under Roof: 10,089 sq. ft. Zoning District: RS - O Issues Considered During Review: To prepare an existing structure for an addition to the existing second floor. To permit the conversion of the second story balcony on the existing two-story single family Bermuda style dwelling to 430 sq. ft. of enclosed living space. Effective Lot Area: 39,911 Allowable: 10,582 sq. ft. Section 66-144 Standards: Regarding Level II 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 Motions: Motion to approve a demolition permit to prepare the existing structure for an addition to the existing second floor. Motion to approve a Level II Architectural/ Site Plan to approve the conversion of the second story balcony on the existing two-story single family Bermuda style dwelling to 430 sq. ft. of enclosed living space. ARPB Date: December 27, 2018 Action: TOWN OF GULF STREAM, FLORIDA NQV� 2 8 ZQ113, Tw*4(iAwk APPLICATION FOR DEVELOPMENT APPROVAL 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. I� ARPB File # /9 1 To be completed by all applicants. A. Project Information I.A.1 I.A.2 I.A.3 I.A.4 PART II. GENERAL INFORMATION Project/Owner Name: Project Address: l �ca M Ictj\+ 6v" OC�ec� a. Project Property Legal Description: r' G ,3 %�i d d f 1A_ IT 6tn Project Description (describe in detail, including # of stories, etc.) ;,��Le�2 ,D, a7l'� ► i s ej& 4 I.A.S. Square Footage of New Structure or Addition: +so - Architectural style: I.A.6. Check all that apply: Architectural/Site Plan Review North Ocean Boulevard Overlay (complete section B) Demolition of Structures (complete section C) Land Clearing (complete section D) Special Exception (complete section E) Variance (complete section G) Non-residential uses (complete Section F) '' I.A.7. Proposed F.F.E: L-�1�9'%� Type of Foundation: NA��U( B. Owner Information 1.B.1. Owner Address: n�� 1.B.2. Owner Phone Number: Sb� �� Fax: 1.6.3. Owner Signature: C. Agent Information I.C.1. I.C.2. I.C.3. I.C.4. Agent Name and Firm Name: P, dJ V IQ-� - Agent Address: 4Y +5`( D� 3?�l_►y�s�`� Agent Phone Number (0) Agent Signature: Cell Fax .qo/=%3J-GYo 73 Official Use Only Pre -App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 ls.1-i of Gulf Stream PART I11. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification °! III.A.1. In what zoning district is the project site located? S Q III.A.2. Is the project compatible with the intent of the zoning district ? Yes No Explain: III.A.3. Is the project consistent w the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? Yes No Explain: III.A.4. How are ingress and egress to the property to be provided? ��11 III.A.5. How are the following utilities being.rovided to the property? a. Stormwater Drainage 'T 1 `3f 1 l.Jti b. Sanitary Sewer c. Potable water d. Irrigation Water e. ElectricityEEEE f. Telephone g. Gas h. Cable Television---------------- III.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.) 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 Approvals/Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the Al A (North Ocean Boulevard) right-of-way? Yes i 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? Yes No" (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? Yes No " (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Yes No' (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? Yes No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 TOM of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit �-J P�I IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.B.2. Describe the need and justification for the disturbance/addition: IV3.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes wo Explain: IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? cQ L-Jc7 F—�� (�� i T� (�'� Or) fes' IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: JA C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? Y'J0 - IV.C.2. When are the proposed structures to be constructed? IV.C.3. What is the landmark status of the structures to be demolished? �A D. Projects Requiring a Land Clearing Permit V,+ IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: IV.D.2. Describe the need and justification for the removal/relocation q\,]i C> rl C-- IV.D.3. How is the removal from the project site of vegetation to be mitigated: 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? IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA -32000 Page 4 September 2004 LOT 1, GOLF COURSE ADDITION (PLAT BOOK 10, PAGE 15) SITE PLAN: I'1 = 20' DESCRIPTION LOT 3, HIDDEN HARBOUR ESTATES PLAT TWO, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 115, PAGES Ila AND 114, PUBLIC RECORDS OF PALM BEACH COUNTT, FLORIDA. 0 J AREA CALCULATIONS FIRET FLOOR A/C 4112 SO FT SECOND ROOK A/C 1.959 SO FT GUEST SUITE A/C T9 SO FT TOTAL A/C 1,110 0O FT LOCATION MAP GARAGE 905 SO TOWN OF GsULFSTREAM BOAT HOUSE 196 ea FT S1TE DATA TABLE LOT -3 COVERED LOGGIAS IO91 90 FT MIT FT COVERED BALCONIES ]03 SO FT GROSS LOT AREA YI TOTAL AREA UNDER ROOF 9106 SO FT EFFECTIVE LOT AREA 39,911 00 FT +1 FAR CA LATION EXISTING DE110 NEVI NET lIt FLOOR LYING ^"4M uauee 4XI SO FT O SOFT O SOFT 4,111 SO FT CEILING OVER la .OUBLEI 106 0O FT O SOFT O SOFT 106 SO FT lM FLOOR LIVINGI SO FT O SOFT 430 SO FT 19]9 SO FT ADDITIONAL SITE DATA roR�]9 ,�,o 719 EO I CEO, o -1 n9 SO FT SITE LOCATION OCEAN VEST DISTRICT let FLOOR COVERED waa4.eFem 2 ® ARCHITECTURAL STYLE BERt'NDA _LE SEC IVED � PORCHES, OVERHANGS > 7 L/]2C3 SO FT O SOFT O SOFT l 9] 60 IT LOT COVERAGE 6,101/51,101 • .I]% ]rid FLOOR COVERED ]09 9O FT O SOFT O SOFT X13 80 FT PERVIW AREA 41,816 SOFT T.4x AWMGS ) 3AND SCREEN ENCLOWRE (AT ITA -;I]9 8a FT O SOFT O SOFT I29 S(.1 FT I— -AREA 1])]6 SOFT n.6x MAX. hd FLOOR AREA .10x x 6,lBl SOFT GARAGE B33 SO FT O SOFT O 6OFT B3! SO FT ROe9 FLOOR AREA 9)]9 - FT D SOFT D SOFT 9659 SO FT 1222. N Ocean SIVd, SETBACKS OUT BUILDINGS (BOAT HOWE) 196 SO FT O SOFT o SOFT 196 SO FT GGG J Gulf St labm, FL 33483 TOTAL FLOOR AREA PROPOSED O SOFT 490 SO FT IOpe9 SO Fl kx FIRST 2C,000 -3 6600 SO F �i Gulf Shea, FL n'1��+n ,C¢ SITE LOCATION REQUIRED PROVIDED OVER 10,000 x .X) 19,911 3,901 SO FT T�Y 1 I e t RONT 90 -0" y q^ TOTAL ALLOCABLE FAR PER MANUAL OSB] BOF OSB] SO F REAR ]5'O" 0e=]" TOTAL HARCECAPE AREA 5% 1 SO FT ' yy BIDE SETBACK 15'-0" 5-0" REWIRED LANpSCAPE ARE ]ib40 SO FT 4 b'in+a: SIDE STREET SIDE -I' -I' (LOT SIZE x A x) .n. •�L"' - MAXIMUM HT. 90' TO RIDGE 30 TO RIDGE ACTUAL a LANDSCAPE OPEN SPACE AREA z MF REVISIONS BY DATE u z \nA wa�� zu T m 2p w U_ N OZ � 043 OF z° QrcZ3 Oaw Oo00008 LU U,pff=3a N0 O Q 1InLL U- z O�p z 0 f— V z O cl d Ll lli U O Rl to LULU OL O p Z -361111 IJDRAWN BY BDF CHECKED BY DATE 10-12-18 SCALE AS NOTED OB NO. 16618.09 SHEET 5F .0 OF SHEETS EXISTING/DEMO lot FLOOR PLAN 1/4" Sc. EXISTING MASTER BEDROOM ® RECEIVED 4 NOV 2 8 2018 Town of Gulf Stream, FL - - - - - - - - HER W.I.C. ------------------ ------------------------- ' HIS W.I.C. I I 11 11 I I I I I I I I I I I I I I I I I I i I I I I I -------------------------- I I I I I I I I I I I I I I I I 1 1 I I •----- I 1 1 I I SEAT 11 I I I I 11 I I I I I I I I I I I I EXISTING EXISTING I I I I DINING ROOM I LIVING ROOM] I EXISTING I I I I I I I 1 1 O STORAGE EXISTING I I I I I MASTER BATH I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I _I_ _______ _ ___ _I_I------------ LL____ _ I I 1 1 11 I I I I I I I I I I I I I I I I I I EXISTING 1 1 I I I I 1 1 GALLERY I I I 1 1 I I I I I I I 11 II II __________ II_____I rr EXISTING OFFICE PROPOSED let FLOOR PLAN 1/4" Sc. 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Town of Gulf Stream, FL REVISIONS BY DATE V z z� Wa m� z_Y a m z z m� H0LnM LL o DO poZz°a°�-�, a>> W zo 6 w U>0. ou LU 13 �O 0. z oiQ L 0 z O QWwLL QNO ww=w Q- F- Q N �z>_ 0CA73 0E�! 0 DRAWN BY BDF CHECKED BY DATE 10-12-18 SCALE AS NOIED JOB NO. 16618.09 SHEET ,43, O OF SHEETS MEN - ■■ So�' ■■ FM _ ■■ - - ■■ - ■■ ■■ -_ ■■ =__ =_ ■■ =_ 1111. ■■ ■■ ■■ ■■ ------------------------- EXISTING RIGHT (NORTH) ELEVATION 114" 5c, - ■■ - ■■ -_ 1111 ■■ ■■ ■ ■■ ■■ _ __ ■■ = 1111 ■■ ■■ ■■ ■■ EXISTING FRONT (EAST) ELEVATION 1/4" Sc. ► RECEIVE® Dg, o 5 2018 sown of Gulf Stream, FL ii 11 11 = jj_ MR Mill II IIA w 11 11 11 11 11 11 �� go IN 11 11 11 11 11 11 �� IN so EXISTING REAR (WEST) ELEVATION 1/4" Sr— REVISIONS BY DATE z LL, 'S g w. ' o Q=P��ug N Io L -9OZm dg�� zQT" As�>j�aN 84 NQ S3: f �uOz Vi OC=ou a z O�p } 4 zp��Q O�m�r +=uz0 o LU Q�LU LU U�z� (KUNG CL d) U DRAWN BY BOF CHECKED BY DATE 10-12-18 SCALE AS NOIED JOB NO. 16618.09 SHEET ,43.1 OF SHEETS NEW GEMENT TILE TO MATCH E%IST — ELEV. SAVE HEIGHT •n'-0" MATCH EXIST) 6—TCH FIN TO _ ® I. _ _ IN DUN mum MATCH ExIBTNG NTT � SHUTTERS - TO M --EXISTING PROP BED L NVERBI N'OF ALCONY i0-LIV G' [14 �Lj L MALJ—� 0 1 1L --- LLI Li LU PROPOSED REAR (WEST) ELEVATION 1/4" Sc. JL PROPOSED CONVERSION OF IXIBT. BALCONY TO LIVING ® RECEIVED FLEV. T. O. ROOF RIDGE -0"MATCH IXIBTJ NOV 28 2018 NEW GEMENT TILE TO MATCH IXIBT Town of Gulf Stream, FL ,.I. E— SAVE HEIGHt •n'-0" mATCu EXISU TULCO FIN TIN M ATCu ExISTING La LU PROPOSED RIGHT SIDE (NORTH) ELEVATION 1/4" Sc. REVISIONS BY DATE u z z� AQ Q 0� aQa QY�� zo'n,�n� ozm LL o 0� p�ppz Q4�-Zara Z Oo��B�Eo N a == g z� V> W nD TA Na o a z O Q QQww U 3:0� w i`u w 0� z DINEMEEM 15 C D-18 SdS NOTED J8.09 OHEETS Jo•ROM EASc],pJT ...� (CfID EIXX 981. PALM BD) L. 7 (, GOLF COPSE ADDITION (PLAT BOOK 10, PACE 75) LEGEMU q = CENTER -AE CONC — CONCRETE TP = TRANSFORMER PAD FL DOD ZOAES A5 (EL 7, B & C WM - WATER ,DETER 77E -NORTH LME OF LOT 3 IS ASSLA4ED TO - _ - BEAR S8890720Z +215 - ELEVATION BASED ON MATKINAL -GECOEIIC VERTICAL DA TLA4 1929 SOLRCE FLORVA GEOLOGICAL SURVEY BEACH MARK T-98" A/C = COVCRETE A/C PAD P.E. - OONY.RETE PAD FOR POOL EQWN ENT y o J iEV�MF#EASEAOJT fWlS'[\EA4alNI 6 Op- RECEIVED NOV 28 2018 own of Gulf Stream, FL DESCRIPTION LOT.3, FPDDEN HARBOLR ESTATES PLAT TWO, ACCOROAG TO PC PLAT TFERECF AS RECORDED AN PLAT BOOK fid PACES 173 AW 174, PLIC RECORDS 01 PALM BEACH COLNTY, FLORIDA. MAP OF AS -BUIL T SURVEY I HEREBY CERWY MAT TMS S WY WAS MAOE HOER W R aYS -E CHARGE AND MEETS TMC MHllAW TEMACAL STAAMRDS AS SET FORM BY THE FLORIDA BOARD OF MOFEWONAL SMRVEYORS AAO MAPPERS W OVER SJ -17 fL0.RI0A ADMIMSTRARIE CODE, P UAMT TO SECRON 472027, FLORW STARVE£ 91 D. Vtll" PALL D ENGLE AVT v�u9 9nrour nr suw n.RE Aro SLRVEYOR AAD MAPPER J5708 TM 6RIGALIL AAISED SEAL OF A FLDANA LICEMEO SMVf�'M Aro MAPKR.