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10 27 2022 Agenda with back-up
October 20, 2022 CHAIRMAN: Malcolm Murphy VICE CHAIRMAN: Robert Dockerty BOARD MEMBERS: S. Curtiss Roach Jorgette Smith Robert Canfield ALTERNATE MEMBERS: Amanda Jones Michael Greene REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, OCTOBER 27, 2022, 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 of 9-22-22 IV. Additions, withdrawals, deferrals, arrangement of agenda items V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. November 17, 2022, at 8:30 A.M. b. December 22, 2022, at 8:30 A.M. c. January 26, 2023, at 8:30 A.M. d. February 23, 2023, at 8:30 A.M. e. March 23, 2023, at 8:30 A.M. VI. Public Hearing A. Declaration of Ex-Parte Communication B. Administer Oaths C. Applications for Development Approval 1. An application submitted by William Hoffman, Architect for Hoffman Architecture, as Agent for William and Diane Jayne, 3232 Gulfstream Road, Gulf Stream, Florida, legally described as PL of Gulf Stream Properties NLY 50 ft. of LT 25 and SLY 50 ft. of LT 26. a. Level 2 Architectural/Site Plan Review to allow the construction of a new 232 sq. ft. Gulfstream Bermuda Style one-story back yard cabana to match the existing primary residential structure. 2. An application submitted by Ocean Avenue Custom Homes LLC, as agent for Benedetto DiCicco, owner of property located at 2775 Avenue au Soleil, Gulf Stream, Florida, legally described as Lot 93 Place au Soleil and 4-46-43. a. Level 3 Architectural/Site Plan Review to allow the construction of a new 6,970 sq. ft. Colonial West Indies single-family home with two-car garage and swimming pool. 3. An application submitted by Richard Brummer, Architect for Opus Homes D & E, as Agent for Joseph and Laura Pehota, 996 Pelican Lane, Gulf Stream, Florida, legally described as S/D OF 9-46-43 NLY 109 FT OF WLY 94.52 FT OF E 227.50 FT OF LT 25. a. Demolition Permit to demolish existing structure. b. Land Clearing Permit to clear existing vegetation from the building site. c. Special Exception under Section 70-72(b) to increase the maximum permitted FAR by 96 square feet. AGENDA CONTINUED d. Level 3 Architectural/Site Plan Review to permit the construction of a new 3,698 sq. ft. two-story Anglo- Caribbean-style single family dwelling with two-car garage, four bedrooms, bonus room, covered loggia and swimming pool. VII. Items by Staff 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 ENSURE 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, SEPTEMBER 22, 2022, 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 Assistant Town Attorney Nazzaro called the meeting to order at 8:30 A.M. and noted that due to the Chairman and Vice Chairman being absent with notice, the board needed to select a Chairman Pro Tem. Board Member Roach made a motion to select Board Member Robert Canfield and the motion was seconded by Alternate Board Member Greene with all voting AYE at roll call. II. ROLL CALL AND SELECTION OF CHAIRMAN PRO TEM Present and Participating: Also Present & Participating: Absent w/Notice Robert Canfield Curtiss Roach Michael Greene Gregory Dunham Edward Nazzaro Rita Taylor Renee Basel Malcolm Murphy Bob Dockerty Jorgette Smith Amanda Jones Board Member/Acting Chairman Board Member Alternate Board Member Town Manager Assistant Town Attorney Town Clerk Deputy Town Clerk Chairman Vice Chairman Board Member Alternate Board Member III. Minutes of the Regular Meeting and Public Hearing of 07-28-2022 Board Member Roach made a motion to approve the minutes of the July 28, 2022, meeting. Alternate Board Member Greene seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items There were none. V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. October 27, 2022, at 8:30 A.M. b. November 17, 2022, at 8:30 A.M. c. December 22, 2022, at 8:30 A.M. d. January 26, 2023, at 8:30 A.M. e. February 23, 2023, at 8:30 A.M. Acting Chairman Canfield called attention to the upcoming meeting dates. VI. Public Hearing Minutes of ARPB Meeting & Public Hearing Held 9-22-2022 @ 8:30 A.M. A. Declaration of Ex-Parte Communication Board Member Roach stated that he had discussed this application with another resident. B. Administer Oaths Deputy Clerk Basel swore in Shane Ames and Nicholas Goldblatt. C. Applications for Development Approval 1.An application submitted by Ocean Avenue Custom Homes LLC, as agent for Benedetto DiCicco, owner of property located at 2775 Avenue au Soleil, Gulf Stream, Florida, legally described as Lot 93 Place au Soleil and 4-46-43. a. Special Exception under Section 70-72(b)to increase the maximum permitted FAR by 300 sq. ft. b. Level 3 Architectural/Site Plan Review to allow the construction of a new 7,268 sq. ft. Colonial West Indies single-family home with two -car garage and swimming pool. Mr. Shane Ames, Architect, explained the requested changes that had been made since the last meeting noting making the three - car garage a two -car garage with a golf -cart entrance on the back side. Mr. Ames stated they had adjusted the floor plan and felt they were in compliance with what was questioned at the prior meeting. Board Member Roach questioned the special exception being needed on a new project and added that the Commission wanted to keep new builds within the FAR, not the FAR plus. He asked if changes could be made to not have to ask for the special exception to which Mr. Ames stated possibly but they had tried to make the house less massive by not going with a two- story and use the depth of the lot so as not to make it massive from the front views. Board Member Roach stated he appreciated them not building a two-story but thought they could change a few things to make the house conform to the FAR. Suggestions were made to shave off some of the square footage in the golf cart area, but Mr. Ames didn't think he could find 300 sq. ft. in the golf cart section of the house. Acting Chairman Canfield stated that even though the special exception would be taken off on paper, it wouldn't change the appearance of the house. Alternate Board Member Greene stated that since he was the newest member of the Board, he would like to know the context of the special exception as he had seen it asked for quite a bit and would like to know the Commission's feelings and history about the ARPB approving them. Board Member Roach stated that he had been on the board quite a few years and the Commission preferred one-story homes and to keep things more compact and retain the feeling of the town, which was not ostentatious, but more community oriented. He added that when a special exception was approved, it opened a Pandora's Box for future applications. Town Manager Dunham added that the Commission had raised the scrutiny level for all proposed special exceptions. Board Member Roach made a motion to approve a Special Exception to allow 298 sq. ft. of covered, unenclosed floor area that exceeds the E Minutes of ARPB Meeting & Public Hearing Held 9-22-2022 @ 8:30 A.M. maximum permitted floor area ratio. Alternate Board Member Greene seconded the motion with all voting AYE at roll call. Board Member Roach made a motion to approve a Level III Architectural/Site Plan to permit the construction of a 7,268 sq. ft. one- story, Colonial West Indies -style single family dwelling with a two -car garage and swimming pool with the following conditions: 1. Any minor modifications to 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. 2. Prior to the issuance of a certificate of occupancy or certificate of completion, the owner of the property shall prepare and record a deed restriction which, at a minimum, shall provide that all roof projection areas required to remain unenclosed as per approval of this special exception shall remain so for as long as the structure is in existence or exceeds the maximum permissible FAR. Alternate Board Member Green seconded the motion with all voting AYE at roll call. VII. Items by Staff There were none. VIII. Items by Board Members There were none. IX. Public There was none. X. Adjournment Board Member and Acting Chairman Canfield adjourned the meeting at 8:57 A.M. 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N V Q) Vj Q Q Q U Q Q Q Q Q Q a a) o.Q) Qcn AERIAL PHOTOGRAPH (NOT -TO -SCALE) SCALE: 1" = 30' LEGEND: A7C -AIR CONDITIONER AL -ARCLENGTH (C) -CALCULATED D.E -DRAINAGE EASEMENT (M) -MEASURED P.O.B. -POINT OF BEGINNING P.O.C. -POINT OF COMMENCING P.B. -PLAT BOOK P.G. -PAGE P.U.E. - PUBLIC UTILITY EASEMENT R -RADIUS (R) -RECORD U.E. -UTILITY EASEMENT WM -WATER METER FF -FINISH FLOOR O.R.B. - OFFICIAL RECORD BOOK ELEV. -ELEVATION "_ -FENCE # -NUMBER -ASPHALT -CONCRETE -PAVEPJBRICK -WOOD Yy LIGHT POLE -WELL @�"JC -WATER VALVE -CENTER LINE EM -CATCHBASIN (:f -FIRE HYDRANT -POLE ® -MANHOLE X�p( -TOPOGRAPHICELEVATION FENCE ' 2.1' N 1.4' W 1 x 1 I ' x I i LOT 3 f I i �I I 0x 0 LOT I I I I wa, er J m i o FENCE 0.7' W &cP. °°s 6'0 3232 GULFSTREAM ROAD, DELRAY BEACH, FL. 33483 SET 5/8" IRON ROD AND CAP "PINNACLE LB 8218" FENCE 1.5' N ---x—x— x--x�x�x 3 P y --POOL REMAINDER ® RFrFIVFD, OF LOT 26 (NOT INCLUDED) I c i n 6 21022 TOIN!1 Of G lif Stream, j i SET 5/8" IRON 145.59' (D) ROD AND CAP "PINNACLE LB 8218" THE S 50' OF LOT 26 (INCLUDED) ,Poo \ 19, 15.0' I Y I 0 � Q � o� u cro W J ¢ I ROD AND CAP 15.0' I I "PINNACLE LB 821g" REMAINDER 7SOLELY 1/2" I I OF LOT 25 (NOT INCLUDED) OD GENERAL NOTES: 1) THIS SURVEY IS BASED UPON RECORD INFORMATION BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED, 2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BEVEY WITHOUT FIRST OBTAINING APPROVAL ANDIOR UPDATES FROM NEXGEN SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO 3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARYLINES. 4) GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6) ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM (NA.V.D.1988). 7) BENCHMARK REFERENCE: NGS PID #AD2852 DESCRIBED AS A BRONZE TRAVERSE DISK, STAMPED PALM BEACH 1932, ELEVATION: 13.31 FEET, NAVD1988. 8) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 9) CORNERS SHOWN AS "SET" ARE 518- IRON RODS IDENTIFIED WITH A PLASTIC CAP MARKED LS (LICENSED SURVEYOR) 10) I HEREBY CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PER CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED FENCE 3.4' N SET 5/8" IRON 't.f RESIDENCE 1' # 3232 FF ELEV= ` 12.65' PLATTED i a, i THE N 50' OF LOT 25 30.3' (INCLUDED) GARAGE `* ELEV=12.94' ct _ _ POOL POOL ,� EQUIPMENT GENERATOR 143.26' (D) DRIVEWAY ; X C WALL p l - f� , 27.7' M POINT OF INTERSECTION FOUND NAIL tAND DISC o 0 LEGAL DESCRIPTION: ALL OF THOSE PARTS OF LOTS 25 AN 26 OF GULFSTREAM PROPERTIES, A SUBDIVISION OF LANDS IN THE TOWN OF GULF STREAM, FLORIDA, ACCORDING TO THE PLAT THEREOF, ON FILE AND OF RECORD IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, IN PLAT BOOK 18, PAGE 27, DESCRIBED AND BOUNDED AS FOLLOWS: ON THE WEST BY THE WEST LINE OF SAID LOTS; ON THE EAST BY GULF STREAM ROAD; ON THE NORTH BY A LINE PARALLEL TO AND 50 FEET SOUTH OF ( MEASURED AT RIGHT ANGLES) THE NORTH LINE OF SAID LOT 26; AND ON THE SOUTH BY A LINE PARALLEL TO AND 50 FEET SOUTH OF ( MEASURED AT RIGHT ANGLES) THE NORTH LINE OF SAID LOT 25. PARCEL IDENTIFICATION NUMBER: 20-4346-03-05-000-0251 rF:RTlplr:n Tn- WILLIAM HOFFMAN FLOOD ZONE: PARENTBENCHMARK NAME AD 2852 12099CO981F ELEV= 13.31 IN N.A.V.D. 1988 ZONE: X PALM BEACH COUNTY EFF: 10/05/2017 --- -- SURVEYOR NOTES: - DRIVEWAY CROSSES THE BOUNDARY LINE ON EASTERLY SIDE OF LOT AS SHOWN. - FENCES LIE NEAR BOUNDARY LINES AS SHOWN, OWNERSHIP NOT DETERMINED. - FENCES CROSS THE BOUNDARY LINE ON WESTERLY SIDE OF LOT AS SHOWN. I HEREBY CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PER CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027. FLORIDA STATUTES. THE APPEARING ON THIS D66P1N WAS AUTHORIZED BY C DE-0. MCN SM 2,884,4 a IVI ;QN 9/14/2022 ,., . sosa GULF STREAM CORE DISTRICT (FAR) MAXIMUM FAR .33 (FIRST 20,000 SQ FT LOT SIZE: 14,420 SQ FT ALLOWED SQ FT (14,420 SQ FT)(.33)= 4759 SQ FT MAIN HOUSE ...3556 SQ FT COVERED AREA... (721 SQ FT)(.5) = 360.5 SQ FT TOTAL SQ FT EXISTING ... 3916.5 SQ FT PROPOSED CABANA ENCLOSED ... 188 SQ FT CABANA COVERED ... (44 SQ FT)(.5) = 22 SQ FT TOTAL SQ FT EXISTING + PROPOSED ... 4126.5 SQ FT ALLOWED SQ FT ... 4759 SQ FT OCCUPANCY CLASSIFICATION: GROUP "U" TYPE: III FBC: 2020 SEVENTH EDITION FLOOD ZONE: "X" LEGAL DESCRIPTION: PL of Gulf Stream Properties NYL 50 FT of LT 25 & SLY 50 FT 26 FLOOR GULF STREAM CORE DISTRICT (FAR) MAXIMUM FAR .33 (FIRST 20,000 SQ FT LOT SIZE: 14,420 SQ FT ALLOWED SQ FT (14,420 SQ FT)(.33)= 4759 SQ FT MAIN HOUSE ...3556 SQ FT COVERED AREA... (721 SQ FT)(.5) = 360.5 SQ FT TOTAL SQ FT EXISTING ... 3916.5 SQ FT PROPOSED CABANA ENCLOSED ... 188 SQ FT CABANA COVERED ... (44 SQ FT)(.5) = 22 SQ FT TOTAL SQ FT EXISTING + PROPOSED ... 4126.5 SQ FT ALLOWED SQ FT...4759 SQ FT SITE PLAN y�P�E OF FC O,pO9 a �' y suxur xn�i •�. ¢ AR0008645 �c'SlFRED ARG�\��4 a 0 0 ao z Q� LL LL w O S Q J s � J — a � Z Q o m o Ua Q LU i� a U ILL. 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STUCCO FOUNDATION SCHEDULE TYPE SIZE REINFORCING REMARKS MF-1 16' x W CONT. 145 TOP/245 BTM CONT. MONOLITHIC (SLAB EDGEISTEP 3/4") MF-2 16' x 16" CONT. 1.#5 TOP/1-#5 BTM CONT. MONOLITHIC PF-1 24SQV'112" 345 E.W. COLUMN SCHEDULE TYPE SIZE REINFORCING REMARKS VERTICAL TIES C-1 vlh W 1 #5 1 - I BXB REINF. MASONARY COL @ 48'O.C. MAX FILL W GRO C-2 W X 16' 4 #5 1 #3 @ 1T O.0 GROUTED BLKCELL NOTE: PROVIDE HORIZONTAL MINT REINFORCEMENT BETWEEN EVERY OTHER COURSE WR41N. W3 F UDDER TYPE. REINF. BEAM SCHEDULE TYPE SIZE TOP OF ELEV REINFORCING W BOTT�177 MID TIES 3 TYP. REMARKS TB1 8" 2-#5 2- 8X8'U-BLOCKS" SEE TYP SECT TB2 a. FOB 1 X. "U-BLOCK' TOP 1 SX12 LINTLE BTM SEE TYP SEC NOTE: ALL ROOF FRAMING LUMBER TO BE 2X10 @ 24" O.C. EXCEPT AS NOTED 2X6 SLEEPER W/ (2) t" X 5" LAG BOLTS @ EA.RAFTER "G" @ EA.SLEEPER TO RAFTER CONNECTION COL[ CEN Efl LINE OF CB WALL I U P L I F T T I E— D O W N S C H E D U L E PLAN ALLOWABLE 0E-DOWN DESIGNATOR DESIGNATION UPUFT ( LBS) AT CONCRETE BEARING COIMTON (WET POUR) NAIUNG TO RAFTER A 1810 SIMPSON HETA 20 (WET SET) SEE SIMPSON STRONG➢E FL PRODUCT SPECIFICATION APPROVAL /FL11473-115 B 370 SIMPSON HRC 1.81 SEE SIMPSON SIRONGRE R PRODUCT APPROVAL f SPECFICAnCN 10447-R6 C 370 SWPSON MC 1.St SEE SIMPSON STRONGTE FL PRODUCT APPROVAL 0 SPECIFICATION RIG447-R6 D 130 SIMPSON RR SEE SIMPSON STRONG FL PRODUCT APPROVAL 1 $PECFIGTON FLID667-RO E 795 SYPSON LSSJ210 SEE SIMPSON SIR@R'TiE AL PRODUCT APPROVAL I R10/46-R6 SPEQRCATON F 1040 SIMPSON HIOA SEE SMPSRI STRONGTE F. PRODUCT APPROVAL SPECFICATON NGI6 RE C 78D 9MPSON H8 FL PRODUCT SEE SIMPSON SRRINGTE APPROVAL I RI0456-R5 SPECIFICATION I. 1. REFER TO 'SIIP6G1 51RDRC-i PRODUCT IFORYAIDIA CATALOGUE FOR ADDIIXINIL WSGUAlION INFO. Ly ll OAT ITB CONNECTION 26.4 LBS/-119.9 LBS "D" CONNECTION @ 2 X12 RIDGE RAFTER COLLAR TIE ®THESE ROOF FRAMING PLAN B* LOCATIONS/SEE DETAIL B/7 & A/7 Scale 1/4" = 1'-0" CENTERIXB ON LIGHT FURURE TYP.I EDGE \`I 1 CENTER 1X6 w ON LIGHT FURURE SOFFIT TO MATCH HOUSE 1.SCWRESS DOUBLE BEADED CEILING SELECT GRADE +/-8'-P AXE. 1.6 CYPRESS DOUBLE BEADED CEILING SELECT GRADE +I- BV AF.F. NOTE: CYPRESS TO BE FINISHED WITH CLEAR WATER BASED POLY URETHANE SATIN FINISH 1 NOTE: SEE SHT. A-8 FOR CEILING ¢ ¢ ON EXH FAN COLLAR TIE DETAILS. REFLECTED CEILING PLAN Scale 1/4" = V-0" ¢ Ll) ¢ CO co .E CEN ER LINE OF CB WALL 12 T-8" REUSE EXITING PAVERS PLACED ON 1'-4 CO C. SLAB. MATCH PATTERN TO EXISTING ENTRY STEPS AT MAIN 6'-4" E-USE EXITING PAVERS PLACED ON HOUSE WELL COMPACTED MASON SAND. EXTEND TO E%TING PoOL DECK A9 NOTE: ALL ROOF CE I� LINE OF CB WALL FRAMING LUMBER TO ¢ ¢ BE 2X10 SOUTHER YELLOW PINE #2 @ 24" O.C. EXCEPT AS NOTED 1 a'- T-B" "B"AT RIDGE CONNECTION BOTH SIDES COLLAR TIE BOTH DIRECTION/SEE DETAIL B/8 II ONNRIDGE ECION II I® iffy o �� 111111/1 FIN ' �. '_�1IIIG!IIIII ® - �� o 11�■■�11 IN 0101 SIT.MIN110A imi I�' m SIM ■!■I 4� 4D • • - - W 1- 1 X LENGTH REQUIRED TO DOWEL INTO EDGE OF SLAB 4M12- O.C. TOP TYP.Q PERMETER TYP. / W.W.M. ON CO L�� CEN ER LINE OF CB WALL I PF-1 ON WELL COMPACTED FILL TYP. TOP OF FTG WBELOW GRD 8YYIDEX I2 THK. CONC. SLAB EDGEJFTG. 1 FS REBAR BTM. CONT. 1 REBAR TOP CONT. TYR VOWEL INTC�EDGE OF SLAB C 12' O.C. TOP TY .6,PERMETER TYP. MF-1 19'-4" tE 0 F FC 0 "E" AT RAKE "F' AT WOOD BEAM HANGER TYP. ¢ Ll) ¢ ¢ ¢ GD AR0008645 ROOF FRAMING PLAN AA� FOUNDATION PLAN rfREU AfLO� Scale 1/4" = 1'-O" Scale 1/4" = 1'-0" COLT. COLT COL (A Cq�yylI R CEN ER LINEOF CB WALL CENILER LINE OF CB WALL CEN ER I I I LIE OHF CBNWOALL TO MXNOTO TXNOTO CENIIII f�ER LINEHOF CNBOWALL T MATC/MACMAIHOUSEMACMIWIN /ATCMIHOUSEO Uaa o CJ 11111`��I' CJ II 11, �r moll L - _ IN ; IN STUCCO FIN. ON WAMb FINISH TO M H MAIN HOUSE WEST ELEVATION Scale 1/4" = 1'-0" PAINTON? PURPLE' GW. END. TYP. ELEV 4 Scale 1/4" = 1'-0" FIN. ON W CMU /STUCCO FINISH TO MATCH MAIN HOUSE SOUTH ELEVATION Scale 1/4" = 1'-0" 'Ir mADHo ANa DxTs FROMOL h1 BLIX]ONG . w< SEAW ./ w ..• 0/C ® T. FIXT.'G' HARDWOOD PRNACY FENCE STUC FIN. ON W CMU SEE DTL FINISH O MATCH MAIN HOUSE EAST ELEVATION Scale 1/4" = 1'-0" —1/1C SAD: AT PLAID. DIDS MmWALL 5£C1101I) ./ W lee ro FAa RAFRR DO NAILING SCHEDULE (BLOCKED DIAPHRAGM) EDGE NAILING INTERMEDIATE NAILING 8d ®4" O.C. 8d ® 6" O.C. BdIeBEAY dt TP wuL(s=ciwx) Q BOUNDRY NAILING 8d ® 4" O.C. ® CORNER NAILING 8d ® 4" O.C. 1 ROOF SHEATHING ATTACHMENT mmm q_8 N.T.S. �• o/� (=<E RAF R,AN, umML aRAaHo e �aNrcn (sD: RwF c PUN) MA LL S LL W Q U JaG� F(pp/o u �'�EOF ypLML[�+o., < ?j• AR0006645 •ti c^••. V c'SlFREU m P.RO�\�� < Q "FLAT"CEMENT TILE ROOF (TO MATCH E TING) TO BE INSTALLED PER 2020 Florida Building Code - I esidenti ,SEVENTH Edition PER SECTION R 905.3 ON J1 COX PLYWOOD ILED TO RAFTERS W/10d GALV NAILES @ 6" O.C. 2X10 (NTS) WOOD RAFTERS SEE RO F FRAMING INSULATION TO BE DETERMINED R-30 MIN. HURRICANE STRAP SEE PLAN AND PROVIDED MOISTURE BARRIOR AS NAILER 1X2 WOOD DRIP CONT. 24 GA. COPPER MTL. DRIP . AND FLASHING PER MANUF SPEC. CROWN MLD'G VERIFY W/ARCH. — 1"X6" WOOD FASCIA ON 2-2" X WD. NAILER. STUCCO ON MTL. LATH (VERIFY TO MATCH EXISTING) CROWN MLD'G VERIFY W/ARCH.- 8' CMU W/ t" 2 COAT STUCCO FIN. TO MATCH EXIST'G t" RECESS TYP. AT CONC SLAB TYP. b FIN. GRADE � LL O L� r 16"X16" (MIN.) THK. CONC. SLAB EDGE/FTG. m W/2 #5 REBAR BTM. CONT. OO 145 REBAR TOP CONT. MINI P G P. BRD. ON1 3PTF RING @1„ R-4 I S LATI NBElW:EtIFUIIRNG PAI WD. �' B TYP. FINISH FLOOR MAT. TB CONC. SLAB MIN. 5" THK. W/6"X6" W.W.F. ON VISQUEEN VAPOR BARRIOR 1-#4 X 5' REBAR @ 12" O.C. TOP TYP. @ PERIMETER WELL COMPACTED FILL TYP. WALL SECTION o SCALE 3/4" = V-0" r- 1X6 DBL BEAD T&G "V-GROOVE" SELECT CYPRESS ON �' EXT. GRADE PLYWOOD ON PT 2X6 @ 16" OC J"x VARIED WIDTH, DBL. SIDED CLEAR HARDWOOD FENCE PATTERN TO BE OFFSET TO BLOCK SEE THRU VIEW ON WHITE POWERED COATED ALUMINUM FRAME Po FINISH TO BE DETERMINED. SEE ARCHITECT FOR DETAILS + EXIST'G CONC PAVERS PLACED ON WELL COMPACTED MASON SAND 12'- 4" ABOVE FINISH GRADE A-� 12 5 m H LL O 0_ O = I— O co � +g to LL 12 5F— CERM TILE 8"X11" THK. CONC. SLAB EDGE/FTG. W/1#5REBAR ARTOP CONT. CONT. TYP. WALL SECTION B 1-#5 REBAR TOP CONT. SCALE 3/4" = V-0" �5J SLOPE DN. AWAY FROM DOOR PAVERS TO MATCH EXIST'G 8"X11" THK. CONC. SLAB EDGE/FTG. W/1 #5 REBAR BTM. CONT. 145 REBAR TOP CONT. c0 EXIST'G CONC PAVERS PLACED ON WELL COMPACTED MASON SAND +/_ 0'- 9" TOP OF CONC. SLAB +/- 01- 0" TOP OF GRADE 5: .s . .'buy SiS�EY NOl �4'• AROOO86r5 mac^'•. .V R U C o z a a o Z Qua MA I.L s LL W O� Q U�' .J a� J — a Z Q m o U rc S N L LL W o U rc L N Q 1X6 DBL BE "V-GROOVI ON 8" EXT. ON PT 2X6 STRUCTURAL NOTES, CODES AND STANDARDS 1. WIND LOADS WERE CALCULATED IN ACCORDANCE WITH ASCE 7-02. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE RESIDENTIAL 7TH EDITION. 3. BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE, ACI 318/LATEST EDITION. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315AATEST EDITION. 4. SPECIFICATION FOR THE DESIGN, FABRICATION -ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, AISC ASD/LATEST EDITION. 5. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530AATEST EDITION. CONCRETE: CONCRETE TO REACH DESIRED STRENGTH, AS NOTED ON PLANS AND SCHEDULES IN 28 DAYS (MINIMUM CONCRETE STRENGTH SHALL BE f'c = 3000 psi IN 28 DAYS) AND HAVE A MINIMUM OF 517 LBS. OF CEMENT PER CUBIC YARD. ALL CONCRETE SHALL BE 'READY MIXED'AND IN ACCORDANCE WITH ASTM SPECIFICATIONS C-9 A CERTIFICATE OF MANUFACTURERS MIX AND STRENGTH IS TO BE PROVIDED. NO WATER TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF ENGINEER OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. SLUMP AND CYLINDER TESTS SHALL BE MADE BY AN INDEPENDENT LABORATORY MINIMUM OF ONE PER 23 YARDS, W/ 517 LB. OF CEMENT PER CUBIC YARD. FOOTING DESIGN: 1. ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF WAS USED FOR. DESIGN OF FOOTINGS. VERIFICATION SHALL BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 2. FOOTING SHALL BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER AND CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. (SEE SITE PREPARATION NOTE) CONCRETE COVERAGE PER ACI 318, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: ___ 3' I Y F. VVf1LL StU I IUN A SCALE 3/4" = V-0" 6 2. CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BARS: 2' NO. 5 BAR AND SMALLER: _ 1-1/2' 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOINTS: NO. 11 BAR AND SMALLER: __ 3/4' BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: _ 1-1/2' SHELLS, FOLDED PLATE MEMBERS: NO. 11 BAR OR SMALLER: 3/4" DATUM: RELATIVE ELEVATION TOP OF FLOOR SLAB TAKEN TO 0'-O'(SEE PLANS AND SCHEDULES) VERIFY ALL SLAB RECESSES WITH ARCHITECTURAL DRAWINGS. DIMENSIONS CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD WITH SHOP DRAWINGS, ARCHITECTURAL DRAWINGS, AND WITH MECHANICAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. FORM WORK SHORING AND BRACING PROCEDURES SHALL FOLLOW THE 'RECOMMENDED PRACTICE FOR CONCRETE FORM WORK'BASED UPON AMERICAN CONCRETE INSTITUTE STANDARD, ACI 34-68, ARTICLES 2.4 THROUGH 2.7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING OF VERTICAL MEMBERS (WALL BEAMS AND COLUMNS) DURING CONSTRUCTION PHASE UNTIL FLOOR AND ROOF SYSTEM ARE IN PLACE AND PROPERLY ATTACHED TO SUCH MEMBERS. CONCRETE CYLINDER AND SLUMP TESTS: AT LEAST ONE SET OF CYLINDERS SHALL BE PROVIDED FOR STRENGTH AND SLUMP TESTS PER FOUR OR FOR EACH 50 CUBIC YARDS OF CONCRETE, WHICH EVER IS LESS. AT LEAST TWO SETS OF TESTS ARE RECOMMENDED FOR COLUMN POURS. FOR EACH POUR THE ENGINEER SHALL BE PROVIDED WITH ONE (1) 3 -DAY TEST, ONE (1) 7 -DAY TEST, ONE (1) 28 DAY TEST, ONE (1) SPARE, AND ONE (1) SLUMP TEST. REINFORCED MASONRY: 1. HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE, 11. GRADE N, SQUARE END, WITH A MINIMUM AVERAGE CONCRETE STRENGTH ON OF Fm = 1500 p.s.i. 2. A) MORTAR SHALL CONFORM TO ASTM C-270, TYPE 'M' WITH A 28 DAY STRENGTH OF 2,500 p.s.i. B) FILL CELLS GROUT SHALL HAVE A MINIMUM STRENGTH OF 4000 p.s.i. W/HIGH W/C RATIO AND A MINIMUM OF 8-SLUMP, GROUT SHALL CONFORM TO ASTM C-476. 3. REINFORCED MASONRY WALL ARE DESIGNED PER ACI 530-92/ACI 530-1 4. SPECIAL INSPECTION IS REQUIRED FOR THE REINFORCED MASONRY WALL. 5. LAY ALL MASONRY WITH FULL FACE HEAD AND JOINTS AND WITH FACE SHELL MORTAR BEDDING. 6. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE W/ STRUCTURAL DRAWINGS AND DETAILS. 7. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT THE PRIOR APPROVAL OF ENGINEER. 8. VERTICAL REINFORCING: (A) ASTM A 615 PER REINFORCING SECTION. (B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE -QUARTER INCH FROM THE MASONRY. (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN 1 #5 -UNLESS NOTED OTHERWISE. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED UNE UP PROPERLY. 9. HORIZONTAL REINFORCING: W/MIN #9 LADDER TYPE REINF. 10. PROVIDE 'DOVE TAIL'ANCHORS AT 16'o.c. VERTICAL FOR ALL MASONRY PLACED ADJACENT TO COLUMNS. 11. HOOK ALL VERTICAL REINFORCING INTO BEAM ABOVE WHERE REBAR TERMINATES. 12. PROVIDE CORNER BARS AT ALL CONCRETE/BOND BEAM INTERSECTIONS. BARS SHALL BE SAME SIZE AND QUANTITY AS BEAM REINFORCING, EXTENDING 48 db IN BOTH DIRECTIONS. , DBL. SIDED CLEAR HARDWOOD FENCE ,FFSET TO BLOCK SEE THRU VIEW IED COATED ALUMINUM FRAME ERMINED. SEE ARCHITECT FOR DETAILS C. SLAB EDGE/FTG. W/1 #5 REBAR BTM. CONT. 145 REBAR TOP CONT. 0 O J W m 13. IF ONE END OF WALL IS HIGHER THAN THE INTERSECTED WALL, THE CORNER BAR SHALL BE TURNED DOWN INTO THE VERTICAL FILLED CELL. 14. REFER TO FLOOR PLANS FOR VERTICAL STEEL SIZE AND SPACING IN THE REINFORCED MASONRY WALLS. 15. SPLICE SHALL BE A MINIMUM FO 48 BAR DIAMETER. PRECAST -PRESTRESSED CONCRETE LINTELS: 1. CONCRETE FOR PRECAST -PRESTRESSED UNITS SHALL BE DESIGNED TO ATTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 psi CONCRETE. 2. PRESTRESSING STRANDS SHALL BE EQUIVALENT TO LATEST ASTM A416-59T. 3. MANUFACTURER TO SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO FABRICATION. 4. THE PRESTRESSED CONCRETE SHOP DRAWINGS SUBMITTED BY MANUFACTURER, WHICH SHALL INCLUDE COMPLETE DESIGN CALCULATIONS, SHALL BE SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 5. ALL PRESTRESSED CONCRETE MEMBERS SHALL MAINTAIN A POSITIVE UPWARD CAMBER UNDER FULL DEAD LOAD. MEMBERS WITH ZERO OR NEGATIVE CAMBER WILL NOT BE ACCEPTABLE. CAMBER DATA SHALL BE INCLUDED IN CALCULATIONS SUBMITTED BY MANUFACTURER AND VERIFIED IN THE FIELD. WOOD TRUSSES: 1. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. SEALED CALCULATIONS AND ERECTIONS DRAWINGS ARE TO BE SUBMITTED FOR APPROVAL TRUSS FABRICATOR TO PROVIDE PREFABRICATED HANGERS AS REQUIRED. 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE 'TRUSS PLATE INSTITUTE'HANDLING, INSTALLING AND BRACING OF WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB (LATEST EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS: A) THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B) LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2-THICK NOMINAL LUMBER), THIS BRACING IS TO BE CONTINUOUS. C) A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED. ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 3. THE BOTTOM CORDS SHALL BE BRACED BY CONTINUOUS LATERAL STACKED CORAL STONE CAP STACKED CORAL STONE CLAD'G a If- 12" X 12" CONC BILK. BRACING (MIN. 2'X4') SPACED AT 6 FEET MAXIMUM NAILED TO TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 TO LATERAL BRACES SHALL BE LOCATED AT EACH END, IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FEET INTERVALS. 4. TOP CHORD BRACING: IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD PROPERLY LAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION. BRACING IS NOT REQUIRED. DESIGN, FABRICATION AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE NTH THE FOLLOWING STANDARDS: A) DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES (TPI LATEST EDITION). B) BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT LATEST EDITIONT C) HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (HET LATEST EDITION). PRE-ENG WD TRUSS 2-2X4 TOP PLATES 1/2" DURAROCK 5/8" DW MID HT BLK'G 2X4 STUD @ 24" OC 2-2X4 PT WOOD SILL INT NON BEARING WALL SECTION SCALE 3/4" = V-0" TOP OF EXIST'G PAVERS 5 [24.'X 24" X 12" ISOLATED CONIC. FTG. W/3 #5 REBAR BTM. E.W. ON WELL COMPACTED FILL TYP.. 4" X 24" X 12" ISOLATED CONC. FTG. W/3 5 REBAR BTM. E.W. ON WELL COMPACTED FILL TYP.. a. REBAR VERT. TYP. TYP. COL SECTION B SCALE 3/4" = V-0" 6 R �ry�j U n o rc a o Z LL x LL w O,� Q�8 J c J -ate Z Q o co o U z S N L� 0 LJJ I o F- W U- Q 2 X 10 @ 1'-4" O.C. 2-1�' x q- COLLAR TIES W/2-5/8" THRU BOLTS EACH END 12 5� e 2 X 12 RIDGE BEAM TYPICAL COLLAR TIE DETAIL CaD- ROOF FRAMING PLAN "B"/OVERFRAMED ROOF SCALE 1-1 /2" = 1'-0" 7 2 X 12 RIDGE RAFTER SIMPSON STONGTIE 2 X 10 RAFTERS TYP/ \ H10AI 2 X 6 COLLAR TIES TYP... r SIMPSON STONGTIE LTA2 TYP. \ `. �EQ% �EQ%L PAINT ON }' —' PURPLE GYP. BRDD LT. FIXT. "A' CNTR OF SINK MIRROR +/- 3'-2" X 5'-10" WINDOW SILL MATERIAL TBD SINK— WC CERM. TILE ON z"DURAROCK (FACE OF SOFFIT 1X6 CYPRESS DOUBLE BEADED SELECT GRADE MINI SPILT+/- 8'- 0" A.F. CONC SLAB M CNTR OF WALL CABINET SEE OWNER/ARCH FOR SPEC. WINDOW SILL MATERIAL TBD TYP. WALL SECTION A SCALE 3/4" = 1'-0" 7 U Y ti�tf OF F(0�/o 0 511111EY qp` •�� • • AR0008645 • • 0x c/S�RE'D AfIC�\�� s p� R n TILE ON ELASTOMERIC WATERPROOFING ON}'DUROROCK ON 1"x 3" P.T. FURRING @ 16" O.C. ON CMU TILE ON ELASTOMERIC WATERPROOFING ON RUBBERIZED SHOWER PAN ON CONCRETE SLAB SHOWER WALL DETAIL SCALE 1-1/2" = 1'-0" +411 +; 2 X 10 RAFTER 1"SPACER 2 X6 SELECT CYPRESS COLLAR TIE COLLAR TIE DETAIL C SCALE 1-1/2" = 1'-0" 8 U +411 2-1}" x q' SELECT CYPRESS COLLAR ELEC. CONNECTION TIES W/2-5/8" THRU BOLTS EACH END TO BE HIDDEN BOTH WAYS FROM VIEW t' X +/- 4" CYPRESS BIRD. TO HIDE ELEC. 1 L^ no ICONNECTION VERIFY 5 W/ARCH. FAN JUNCTION BOX 1X6 T&G DOUBLE BEA-GE6— CYPRESS ON 132a" WOOD RAFTERS CLEAR WATER BASED URATHANE FINISH LINES" STAINLESS STEEL SEE INTERIOR ELEV 1 FASCIA PAINT TO MATCH WALL ON 2X6 SUB FASCIA L— 1X6 T&G DOUBLE BEADED CYRESS SOFFIT TO MATCH (@ T-6" A.F.F.) ON #" CDX EXIST'G @ MAIN HOUSE PLYWOOD ON 2X4 @ 24" O.C. CLEAR WATER BASED URATHANE FINISH 2X4 @ 24" O.C. WITH RECESSED DOWN LIGHT "C" SIMPSON STRONG TIE A23 ANGLE OR EQUAL BOTH SIDES ��DFFIT UP -LIGHT TBD -SIMPSON STRONG TIE A23 ANGLE OR EQUAL BOTH SIDES SPLIT SOFFIT/COLLAR TIE DETAIL SCALE 1-1/2" = 1'-0" • • AR0008645 • • i ........... 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' 't� .! 11, � � �Y `' +"i'. ;'}1 Ir , R 0 u U Q ate—+ 7( ILI o o o o U o o aa�a u u U '- o ct p �' ~~ u A •� U 4-1 0�3 3LA ��° WU cn bA �� + 0 +- (� O cV ° �, o a~ J u a� 4—j A a H° 3 4-;oA CL4 u a� 0 ;-4 75 u 75 '4-4 m � o~ m u .� CT UO cA t° j ' m • r" N Q" N ram— u �� LCj 1 V + 0 m ~ N tz t� , O O -- O + ~ CZ bAzz O bA '" cn N ;., N O 0 u w a14-1> °U)_ CZ US W 3 i +- �W J ii�-- o o a� -o U v � u �✓l a ^ °�� tj Cl o � .� o U o O et 4-;iti 00Llr) bA .-J ' ~ a ir> ° N wCZ�+� ° �. W CIS �-' v, �• m ��-+ camt .. , � 4� p r-� +Z u o o 0 0 0 Ca c C, 0 o Q) 4 4- V) ° � '� ° o v a a v a � Ln z ° s° 4 o� X� cn cn Q H o u 3 ors H w v 3 O 19 u Wo EA m d+ — >'"p bA 7O "O O CZ m 3 w bA v .� �. 5 3 h .� cz U cz "O > m O by U O U a) � •— r-, cz 0 u � m � `A M m + 4. by `q w ° o ° - 3 ° oct 3 a CZ 4.1 m a) Qn CZ 4-1 O O cn O °�-obj�� coo °o ° �, cz O N O �+ U cC O '� S1, u '� U l '� by m • i. TS c� Ucu 4 m " V m Qr- 0 3cz o c a o a o °C�, N N O N 00 N iOK5 N N O N N N yl N N C N O N N N w i S 0 49 0 " O m .W ." v O X O •u � v O � v v � •� w v •� v v � N O v � � v N OV NO O � O N 06 o ::s v O U W cn U 3 E° can" Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA 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. PART II. GENERAL INFORMATION To be completed by all applicants A. Project Information ARPB File # I.A.1. Project/Owner Name: l'J I.A.2. Project Address: � l7 & NJ s I.A.3. Project Property Legal Description: /_,,C)"j- `jfj[LI/�T�U ._Y� /_ ,1 Pla - &A 17. nth 6q I.A.4. Project Description (describe in detail, including # off stories, etc.) 'y�U cct�olJu_i- t() n I.A.S. Square Footage of New Structure or Addition: LJL��IJ� Architectural style: CQ1 an I' CA T)Ci_fcs I.A.6. Check all that apply: XI 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) lt�dl LyVtti?n L^'r I.A.7. Proposed F.F.E: 1(J Gt� ✓ (�tiJCtCr Type of Foundation: B. Owner Information 1.B.1. Owner Address: (,fj� It l� . 1.B.2. Owner Phone Number: S v' -7 76 Fax: 1.B.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Firm Name: I.C.2. Agent Address: I.C.3. Agent Phone Number (0) I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Fax Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream PART III. 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 AG�cC c III.A.1. In what zoning district is the project site located? RJ— P — III.A.2. Is the project compatible with the intent of the zoning district ? XYes ❑ No Explain: C-ckryob. III.A.3. Is the project consistent t with the Future Land Use Map and goals, objectives and policies of the pu Comprehensive Plan? Yes ❑ No Explain: III.A.4. How are ingress and egress to the property to be provided? I���(�i1 III.A.5. a. b. C. d. e. f. 9. h. How are the following Stormwater Drainage Sanitary Sewer Potable water Irrigation Water Electricity J6 Telephone tJ-h Gas 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.) i 3,1f� Qbo avizim-, PL-r QV b ac, W0_ cat_c 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 XNo (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 K 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 P�No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 A NEW RESIDENCE FOR OCEAN AVE CUSTOM HOMES AaeRwlAnoNs El - .. uru ixfN E w —c 4TNT& e m Paa U m �vue:�cewixe m° mm - p TT— OFK f fA x w mndE�GGL nwi - ISYMBBOLS LEGEND LL--y n I ME IDN i DETAIL CRO55 REFERENCE ftt TIDN HEIGHT N—K + 1 d ®AP.CH TOF— + 9 ® SPRING FTD II 11= MATERIALS LIST CC P 2U22 Town of Gulf Stream, FL INDEX OF ORANANGS RHR NAME co w 2 O J = w J O O H W J Z" L U W� w Q w Q w z >U) Q w L�OD O NAM A-00 '.Iw 0 sm. .`. ',- a r L m=,-Ab.,,—o4 L SE 36TH AVE OROWII OF ROAD MAIN FIN. FIR. GARAGE FIN. FLR. MAX ROOF HEIGHT ALLOWED MAX ROOF HEIGHT PROVIDED = 10.50' NA VO, = 10.00 N.A.V.D. = 24'-O-ABOVE FINI5HED FLOOR = 24'-0- A50VE FINI5HED FLOOR GENERAL LOCATION MAF- I MILE RAOU5 MATERIAL 5EXICTION T yU BENJAN[IN MOORE PURE WHITE FAVER5 W/ ARTIFICIAL GRA55 EXTERIOR FAINT CHARCOAL GRAY FLAT CEMENT ROOF 711E URDI _E .vINOOW FRAME ACCENT COLUMN WRAP S89p18'29"W (C) �5.00 '(P) 90.00' (D) " .. �IORB 33226, PG 1493) iI\Y LOT 93; T II w 'PLACE AU SOLEIL :gP.B. 27 PG. 69�g { cn O.R.B. 31422 PG. 1497� ;PARCEL 1; '„ A uj Lp Lq m Z > OD 1 cf) -- — 7- 3 ONCE ►9► 44 PARCEL CONTROL NUMBER 20-43-46-04-00-000-5080 O.R.B. 32435 PG. 1980 PARCEL2 LOCATION AIAE - N.T.5 LEGAL DE50RIF ION: BDocx'/.AiF/uo am[nmlc�alaPaSdF�eeKxl rauNl�r, IwFd. TK NOINfI P THE Noon xH alt¢NOIT4I.sf1. K eANcx u xAT.TOMN W a.F,nCAN. CONWNaLC AT xao� mue9cpE 10!>xb TIOx.N ql lHC Fv.T OF 1o.pp��TATFpwr �A�T=VMT. ��;a'¢`. Fn=T.xlEUMdfi asfWCMx>�P.xOvaelx` Anwn,cwdMTe AVD RWMf} PARCEL CONTROL NUMBER 20-43-46-04-22-000-0920 `NNFx xpxp �xNNN�N�Wpx.� aN LOT 92 Nb. Nn p Np u„>n�N P.B. 27 PG.69'N° O.R.B. 32435 PG. 1980 PARCEL 1 Fa �mN�N� m p—� sloe pxmpoq SxlLQ Is-p �sn� broAmt101) s9 p .a. �a AREA �LaunoNs scnewLE R'Gr „ae; AREA fA1LUuTI014ADPIfIIONo ac nrn�. oaes irawnxc � rok�r�iaOr�inrv.. aan s�wr n nienucw is aro�rt <xowu or expo. sxrn�ncruz coxrannt-M ra Pererp raMCE �xr_-aundu AVE-reeim�Anouu aetnrt[criul. I oT-r.. l suPcanvserps�. , SITEPIAN H W m O J = W O O U7 J :)LL tU w w Q W a w� Z > cn W L0JOD O N( REVISIONS A-02 - -- - -- - -- - -- - -- - - --------------- �=w MEMO EXIST HEDGE AP BEDROOM VIP 1, It c4g ----------- �TER BEDROOM I I ....ET ------------ A-1 OWN PRIVATE GARDEN ----------------------------- _5TIIEDGE 7 'z ---------------- ------ LAUNDRY ]CAR GARAGE L GOLFCART - -------- -- 7ROO. -------- -------- IN J ----- ------- RJ5E TRACK I II II I 4G'QENIOFFICE - - - - - - - - -- - — - — - — 7-- I I I R,mAl E in LJJ L - - - - - - - - - - - - - - - --------------- 50�!`R - --------- ---------------------------------------------- ------------------------- - - -- - -- - -- - -- - -- - -- T-, O IST FLOOR NOTATION PIAN W�15413om U) 2Ul 0 0 0 I.- U) -, U) LL w LU Z) < > Z w W z > cr) < < LL CY) W Lo _j OD 0 N 0 C'Y) r REVISIONS I Ames A-03 TOWN OF GULF STREAM SITE DATA TABLE GROSS LOTAREA 21,851 S.F. EFFECTIVE LOT AREA 21,851 S.F. F.A.R. CALCULATIONS EXISTING DEMO NEW NET 1st FLOOR LIVING -- S.F. — S.F. -- S.F. 5,482 S.F. CEILING OVER 15' -- S.F. — S.F. --- S.F. 0 S.F. 2nd FLOOR LIVING — S.F. — S.F. --- S.F. N/A S.F. TOTAL LIVING -- S.F. — S.F. -- S.F. 5,482 S.F. 1st FLOOR COVERED -- S.F. — S.F. --- S.F. 824 S.F. 2nd FLOOR COVERED -- S.F. — S.F. -- S.F. N/A S.F. TOTAL COVERED -- S.F. — S.F. -- S.F. 824 S.F. GARAGE --- S.F. -- S.F. — S.F. 664 S.F. GROSS FLOOR AREA --- S.F. -- S.F. — S.F. 6,970 S.F. OUT BUILDING — S.F. -- S.F. — S.F. 0 S.F. TOTAL F.A.R. PROPOSED 6,970 S.F. FIRST 20,000 x .33 6,600 S.F. OVER 20,000 x .20 370 S.F. TOTAL ALLOWABLE F.A.R. PER MANUAL 6,970 S.F. TOTAL HARDSCAPE AREA --------------------------------- 11,375 S.F. INCLUDING BUILDING REQUIRED LANDSCAPE AREA (40%) ---------- ---------- ---------- 8,740 S.F. ACTUAL % OPEN SPACE --- 48 % /LANDSCAPE AREA 10,476 S.F. FLAT ROOF 10% OF TOTAL 8442 S.F. PROVIDED (10%) 856 S.F. ARCHITECTURAL STYLE COLONIAL WEST INIDES PERVIOUS / IMPERVIOUS TABLE PERVIOUS TOTAL (SF) IMPERVIOUS TOTAL (SF) GREEN (SITE) 9,340 HOUSE 6,146 GREEN (DRIVEWAY) 78 DRIVEWAY & ENTRY 2,486 " 158 LOGGIA 758 " 750 POOL & SPA 794 GREEN (ENTRY) 150 POOL DECK 874 PLANTER 42 CONC PADS (MECH& WALKWAY) 145 WATER FEATURE (X2) 128 TOTAL PERVIOUS 10,476 TOTAL IMPERVIOUS 11,375 UNENCLOSED AREA AREA TOTAL (SF) LOGGIA 758 FRONT ENTRY 66 TOTAL 824 N W O J s - � w O O F— cf) J LL U w� W W a w� Z > co Q U r` co Z) O Num REVISIONS fA 'N r�� Ames A-04 O1ST FLOOR A- 118' _-_-_ -_-_-_---_- MAX ROOF DECOR l� 2S' - D' _-_-___ - _-_-_-_-_-__--_-_-_-_ TO GUM' V — - — -------------ro ROOF II - Q D a D - _ _TOR,S Il 1111 �i°i i0i°O C�i°i ��OOO 0°°�°! WE °! ♦� °� S i WN f � �°Oi°i ''°1i i°i _� ��e i°i i°i�i°i! �i°i� � �°� �°� ��°!��°i°i►i �i°i�i°e i°i i°i � i°i i°C i°i� i°i i°i' WALL AREA = 9G4 5F WINDOW OPENING - 3D 5F �I I OIIRI ILEI I. -DE' J-d""' u 15T FLOV 0 O REAR ELEVATION WINDOW AREA OHA RDSCAPHGREENAREAS 118' =1'd o�mI ■—M l: z a 04I25�2022 gU 2b5�171 W A-05 O TYPICAL ROOF/FLOOR DRAIN DETAIL O ROOFMALL FLASHING DETAIL OTYPICAL SCUPPER DETAIL ON CMU ROOF PLAN I REVISIONS I Ames Iz A-06 WALL AREA = 964 5F WINDOW OPENING = 313 5P (32%) WALL AREA = 96a 5F W NDOW OPENING = _. III® �IllI�I IIP `II —ICI II' = I �_ IMS Elm IN ®®_ _'®®� ®'_ �' �■ ■ �I �''®®® IM _ ®® ®® ■■ ■■ 0 r 10 IM INS IM so NO IM III _ —._ — _— _.— _ _ _ — _ — _ — _ — _ _ _ — _ — _ — _ — --- — _ _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — - ___ IS IM IM NIMMMIM IM IM Mi WALL AREA = I805 SF O SIDE ELEVATION (EAST) - WINDOW OPENING = 45G 5F (25%) 1/4-=1W _ _ _ _ _ _ _ MAX ROOF DE00� —_ _ _ _ _—_ _—_ _ _ _ _ 2e-D _ _ _ _ TOCNPOLA 6 am 26-0- _ _ _ _ — — _ _ TO ROOFS �w �_IM IM _ 12 10 IM Ell II_I11-IIIIII—II —--Ti WI --- — -- ~ (WALL ARL1— 1805 SF WINDOW OPENING = 378 5F (21 %) _ — TOe 15' I\ I DPI T091Y Ll TOD 1as 1ST FLOOR LEVEL—& �ll1-11_I-1LI—III—III I � III GRLADE Il 4 SIDE ELEVATION (WEST) U) W 2 O C w C O0 F Cl) J Z) LL U w2 W �¢ w a W� z > cn U r�j00 O N(DCY) FY i Ames U aN,G. � Z vnm j O 0412512022 LIJ FLu 22 I?I PD o A-07 §im �e m r a sree.s ti N LEGEND A ARC LENGTH AC AIR CONDITIONER ALUM. ALUMINUM L ARC LENGTH OF CURVE (C) CALCULATED 0 CENTRAL ANGLE OF CURVE CB CHORD BEARING OF CURVE CLF CHAIN LINK FENCE CONC. CONCRETE C.G. CONCRETE GUTTER CUR CURVE (D) DEED E/P EDGE OF PAVEMENT EM ELECTRIC METER FH FIRE HYDRANT GM GAS METER FEMA FIRM DATA: GYA GUY ANCHOR IR&C IRON ROD AND CAP LB LICENSED BUSINESS LP LIGHT POLE MBX MAIL BOX (N.R.) NON —RADIAL O.R.B. OFFICIAL RECORD BOOK PG. PAGE (P) PLATTED P.B. PLAT BOOK PH POOL HEATER PP POWER POLE PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS OF CURVE R/W RIGHT—OF—WAY SF SQUARE FEET SSS SINGLE SUPPORT SIGN TPD TELEPHONE PEDESTAL U.E. UTILITY EASEMENT WM WATER METER WPB WIRE PULL BOX BPWR(B) BURIED ELECTRIC MARKED BY RITZEL—MASON BT(B) BURIED TELEPHONE MARKED BY RITZEL—MASON - W(B) BURIED WATER MARKED BY RITZEL—MASON UNK(B) BURIED UNKNOWN UTILITY MARKED BY RITZEL—MASON CATV(B) BURIED CABLE TELEVISION MARKED BY RITZEL—MASON FLOOD ZONE: X CERTIFIED TO FLOOD PANEL: 12099CO977F & 12099CO981 F AMES INTERNATIONAL ARCHITECTURE FLOOD DESIGNATIONS EFFECTIVE: 10/05/2017 OCEAN AVENUE CUSTOM HOMES LLC VICINITY MAP ! eeaxw.. R'f Turner Rd t Nasal Ago N w 4% Ave 5E 34th Ave ia Ia ftodertsS�a PROJECT � 8 i LOCATION Gull..fream Eivd� r-i t ts id I., i;ulYstream Or �a p_. r r De. .Can e St ,_ -Indigp p t ' Emertd Rust. Avenue -au r� y'v 5olel �e rit a , I Lake t} � o° Paifi.Way (n ddl, Rd Club NOTES: LAND DESCRIPTION: ALL BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH LINE OF THE SOUTHEAST PARCEL 1 QUARTER OF SECTION 4 TOWNSHIP 46 SOUTH, RANGE 43 EAST, BEING NORTH 89°18'29" LOT 93, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT EAST. BOOK 27, AT PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. ALL DISTANCES SHOWN HERE ON ARE IN U.S. SURVEY FEET. PARCEL 2 A PORTION OF THE NORTH 100.00 FEET OF THE NORTH 4 OF THE SOUTHEAST 4 OF SECTI01 VERTICAL DATUM IS IN REFERENCE TO NATIONAL GEODETIC VERTICAL DATUM OF 1988 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULFSTREAM, PALM BEACH COUNTY, (NGVD88) FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF LOT 93 AS SHOWN ON THE PLAT OF PLACE UTILITY LINES SHOWN HEREON HAVE BEEN DESIGNATED BY RITZEL—MASON INC. UTILITIES AU SOLEIL RECORDED ON PLAT BOOK 27, PAGE 69, PUBLIC RECORDS OF PALM BEACH WERE DESIGNATED BY ELECTRONIC METHODS. DESIGNATES CONFORM TO ASCE-38 COUNTY, FLORIDA; THENCE EASTERLY ALONG THE NORTH LINE OF THE AFORESAID PLAT, A STANDARDS FOR QUALITY LEVEL B. DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING' THENCE NORTHERLY AT RIGHT ANGLES, A DISTANCE OF 50.00 FEET TO A POINT OF CURVATURE OF A CURVE TO THE LIMITATIONS: RIGHT; THENCE NORTHEASTERLY A DISTANCE OF 31.42 FEET ALONG THE ARC OF SAID SOME UNDERGROUND UTILITIES ARE LABELED AS UNKNOWN, THIS IS DUE TO THE LACK OF CURVE HAVING A RADIUS OF 20.00 FEET AND A CENTRAL ANGLE OF 90 DEGREES; THENCE ABOVE GROUND FEATURES IN OR NEAR THE PROJECT LIMITS. ABOVE EASTERLY AT RIGHT ANGLES A DISTANCE OF 90.00 FEET; THENCE SOUTHERLY AT RIGHT GROUND FEATURES HELP IDENTIFY THE UTILITY TYPE. ANGLES, A DISTANCE OF 70.00 FEET; THENCE WESTERLY, ALONG THE NORTH LINE OF THE AFORESAID PLAT, A DISTANCE OF 110.00 FEET TO THE POINT OF BEGINNING. REPRODUCTIONS, ADDITIONS, OR DELETIONS ARE NOT VALID WITHOUT ORIGINAL SIGNATURE & RAISED SEAL OF THE FLORIDA PROFESSIONAL SURVEYOR AND MAPPER. SAID LANDS SITUATE IN DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 21,851.69 SQUARE FEET (0.5016 ACRES), MORE OR LESS. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE OPINION OR ABSTRACT BY THIS SURVEYOR OR ANY FORM. THE CLIENT IS HEREBY ADVISED THAT SUCH MATTERS SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS AND RIGHTS —OF —WAY. OF RECORD MAY BE RECORDED IN THE PUBLIC RECORDS IN WHICH THE SUBJECT PARCEL IS SITUATE. I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED DATE OF FIELD WORK: FEBRUARY 4 THROUGH JULY 7, 2022 PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS DRWN BY: CK SURVEYED IN THE FIELD BY MYSELF. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17.050 THROUGH RVWD BY: CM 5J-17.052, OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, OF FLD BK: FLORIDA STATUTES. BK PG: CLYDE R MASON II LS6905 DATE DATE: 7/7 22 w ;T 'E E JO c� z N a_ N Q 06 � rarnn z � z co Q U U U U (n cn cn cn w w w w 0 0 0 0 w w w w w Q Q a a 0 0 0 0 0 Q 0 0 _j w U � J 2 O U w W af w m Ld vi ~ O J ED ED Of F Lo Ld U z o 3 w uj z N � w D wzwcn O 0 w _I m z Qo z cn w Q Q o > o Q J r N ti N N89°1829'E � C7 PARCEL CONTROL NUMBER 1673.88' (C) 20-43-46-04-00-000-5080 EAST a CORNER "BENCHMARK NO CAP FND IR&C FND IRON R4-G SECTION 4 LB2424" 4'CLF N89°18'2 "E (CI 42 FD (CALCULATED) W o 6 90.00' (D)x e.) x S6 x B.3msxx 00 FND IR&C (ILLEGIBLE) 9.1 x9,o x8.9 8.8 m 9s x 9$ Ql 0 v O � loz lo.2 x �OQ VOo x &6 x 8.5 • e.d x B.d x 8.8 ^ 9y 4 �' x 8.6 x B.3 GYA 2 °.3 co P3 O.R.B. 31422 PG. 1497 10s °aB °'' o PARCEL 2 a.5 x ea Bsx O.R.B. 32435 PG. 1980 x Bd 9.4 = 91 x B,6 x 8.6 9.5 x 8.4 PARCEL 2 0.4 ow -' NORTHERN FND 10.4 m PLAT LIMIT (ILLEGIBLE) x 9.3 � x e.e x 8.J x es es x e.d (9� FND IR&C "OB 08 SUTTER x as x es e:2I LB353" - OFFSET 1.3' EAST urvle) - urvie) - urv(BI urvla) rnrvla� -- x l0.a x9. urv�e) m TPO 3 10.WPB�'6n x�-erlai 8.9 6716)'�8�(�1-+�ila)--"B'BTIa) 8.J °118� ai 1 x z x 12 1ATED 0RB 33EMENT(I4 CATED (ORB 33226, PG 7493) m I -- 9.B 9.B T JI PARCEL CONTROL NUMBER S89°1829"W (C) B' B.9 B' a' B.JIB.: 20 43 46-04-22-DDO-0920 l°l 5.00' (P) o LOT 92 - 9Jx 9.5 x 9.1 x B.J x B.J x B.a x 9.0 x 8.9 x B.J x a.6 I .5� P.B. 27 PG. 69 0 (VACANT LOT) +� O.R.B. 32435 PG. 1980 0 PARCEL 1 9.6 x 9z x a6 PLACEAU SOLEIL Pl 27xPG. 69 - x B.9 9.6 C� as B' 99. ZE LOT 93 ° c� O.R.B. 31422 PG. 1497 PARCEL 1 x 9.6 x9.1 xa.9 xB.J zas x8.8 x8.9 x8.9 x9.0 xB.9 I x x Ts FND IR&C "OB O A O ' a LOT 92 SUTTER L8353" x 9.2 � °B x ..a x aJ x B.J 9.B �s (f� 9., x 9.09.1Iz FINISH FLOOR .o a' a. 5 ELEV.=8.30 x B.9 86 x 8.9 '169.� xWP$$$BB' x 9.0 �� x a., x as x a.a x 9A x 9.0 �.°.�'B I x B. 9.tp � x 94 x B.9 x a.B LP BB&..222 [In � ➢ x Jb 8.0 x as x 84 8.5 x IIf°it � 8,5xx x J9x I?, x '6 es x 9,B B,d SET IR&C "RITZE&MSO x °'3 SIGN Ss)° x 85 LB8265" Y.S.TOP xa x ae x 8.9 x9A 8.88.8 xB.3 '9p 8. ¢93D� a.l T.9 V 4 /!� x 9.0 6 8.0 xe, 8.2 x9.2 x82 B.If C) 6 x BA z 9.0 AII ''p ''Bx °'9 B9 'lyP� as x 8.�FP yyM a.4� d NDIR&C "OBOB 9 69 9 91'0 0' �F z9 ''' J.J x�'7 SUTTER LB353" 9.l •Y �% n��S B.t.9 9.1 V �9,A 767.9x LPI TPo 9A 9 - 7. cs x 7.3 CLYDE R MASON II LS6905 DATE 0' 20' 40' 80, SCALE: 1 "=40' I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED IN THE FIELD BY MYSELF. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17.050 THROUGH 5J-17.052, OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, OF FLORIDA STATUTES. �s N coo O N mm�x ���i Z c Q Q o N J °) V z Nya- Q z z \W ZOO,< DRWN BY: CK RVWD BY: CM FLD BK: BK PG: DATE: 7/7 22 U U U U U Lu w Li W Lu 0 0 0 0 0 W LLJ LLJ 6i 6i Q Q Q Q Q 0 0 0 0 0 Q 0 O LJi LLJ U d _-i 2 O U w W af m LuO ui F-- J ~ of '^ Y J L Q o % O z (ll p ) w z N b0i U - w D w z M (n w O m J z Qo z V)- z o w Q 0 > o Q J 1n r r- N THIS PORTION OF SIAHDGE' TO REWN a -� 1\ 1 T OAK TO TREE R—N 1� ~I ND IQac �e3s3. cn surrEe �rsEr L-. K�R l_ E I THISPORTIONOF 8 ' C A HEDGE TO REMA / Jl 1 AK TREE Ul TO R—N p U w LLr) (n I\ f%ISIrNG TREF I/ -OAKTREE I TO REI- PND IR1c I BOB SIRTFR LB a33'� I i �X + i SE 36TH AVE EXISTING FICUS AND BR-IUAN PEPPER CLUMPS TO BE REMOVED EXISTING CABBAGE �WSIIRG G9MBO L1MBCE-N -kT� - — EMNN - TO Ri •. 77 L T I D I OSED I cipfn S,FF_ IIA xLRNK.:.)tNh ; POOAND II NEW POOL i s1RrTIIPR'xDn[ I .,: � I SfTKx.NP 'j N-R n lxwcmB"n-Ll I ---- Nor �> t o i� orvel Y r a � euNEDc I -_d �I I I I I LO""T�� 93A , i RLACE qU SOL1,IL NO it IP. B.2 PG69I it F-� 0.1 8. 314ZZ PG.. 497 NEFr IPRWGP �sFm'cRUN���� ' — - - i i - PAR EL 1 - -' - %�- II II `T r-1C-1rF- `fir-1 I II - JL E] L'1r'� Y 1j " J J1 rD —1 FOwER JETPt R:I£ YnRF PU. rND IRO�P BDX /�JJJ 000100 Mm I'll IxC. `�4 X I;uL511t I . II , I I , L L_% I / MLIIY BIs ''W v SOs\` s) i LGlT TELEPry ' PEDESTAL PARCEL CONTROL NUMBER 20-43A6-04-00-000-5080 O.R.B. 32435 PG. 1980 PARCEL 2 STING 3D" CLUSIA STING - GO BE REMOVED RGEL CONTROL NUMBI 20-43-46-04-22-000 -0920 LOT 92 P.B. 27 PG. 69 O.R.B. 32435 PG. 1980 PARCEL1 INT 18-ARECA i o RE-N ® PRWAFED 1 � REA IEws-NG ROYAL PNINOIANA TREE O / EIGHBOR'- I EXISTING FICUS TREE ON NEIGHBOR'S SIDE I ry IR.c vB oa 1 BnER LB 1- OCf 2 VEGETATION MANAGEMENT PLAN 0 06 10 20 BAR SCALE Landscape ArchltecWre Jeffrey Houghtaling Registered Landscape Architec LA6666783,- 68oi Lake Worth Rd. Suite 114 Lake Worth, FL 33467 ph:(561) 434-t343 ejeff@jbddesigninc.com .. ,jhdd-igni--- —.H.-,-. Revisions By 8-26-22 JH 9-8-22 Arch. changes JH Drawn Reviewed JH Date Scale 7-t1-22 Project No. 22-039 Sheet No. LP-1 PICKSE 3U-HG,0#MgEPALM7O EXISTING LIVE OAKISTING GUMBO TO REMAIN I�MBO TO RE—N TEIEPnONf POMfX ` DfSfAL b �1 •�PROTO i-1; POOL D 'I !A. -_► \ Illli r—i off, / r n/ i tee_ 1a� It ��'�i Cam, F (�{• � ' �` � ��� ^iii 0 �� � � II J� •1� �� �i u • � ' ate:' %i&----- fill -1 MR rog WA .y � 11A 1A91►�901 I� a1i�11. �S �v tYil � i �A �% � at a / Jeffrey Houghtaling PARCEL COb1TROL RegiBteCeaLanasGaI 666783 NUMBER 68o1 Lake Worth Rd. Suite 114 _ Lake Worth, FL 33467 20-43-46-04-00_000-5080 Ph:(561) 434-t343 ,,•� e:jeff@jbddesigninecom _.jbdd-tgninc mm GS--GARCINIA TREES - AM3--TRIPLEADONIDIAPALM wrvw Hovz_ O PRT—TRIPLE PYGMY DATE PALM - O.R.B. 32435 PG. 1980 CES—SILVER BUTTONWOOD TREE PARCEL 2 •; $ 000 • O ° EXISTING a0' CLUSIA• EDGE TO REMAIN - NEW 4' HIGH ALUMINUM PICKET FENCE PER GODE —NI-4 SELF LATCHING ALUMINUM PICKET GATE PER CODE EXISTING 12 FICUS TO REMAIN EXISTING 18' MANGO TO REMAIN DA--DRACAENA ARBORFA EXISTING 18' ARECA PALMS TO REMAIN PARCEL CONTROL NUMBI 20-43-46-04-22-000-0920 LOT 92 P.B. 27 PG. 69 O.R.B. 32435 PG. 1980r EXISTING 18 ARECA PARCEL 1 - PALMS TO REMAIN � _'._ • CG--CL4U./SSIIA�� HEDGE CIR--COCOPLUM HEDGE AT--ARBORICOLATRINETTE POD--PODOCARPUS HEDGE Q O G 1 Y _ 1 ® FCOFED ^' iur nrztn IEXISTING ROYAL POI NCANA TREE ON NEIGHBOR'S SIDE EXISTING FICUS HEDGES TD REMAIN EXIBTING FIGUREE, ON NEIGHBOR'S SIDE N �R.�'D6De 1l e TIER � 353' I CI'N--CROTON AC —DWARF ELEPHANT EARS VG --VARIEGATED GINGER LSB—LIROPE SUPER BLUE PRC—PHILODENDRON 'RO,JO CONGO' N DWARF YAUPON HOLLY - 2 ' 2 ReAsions By ` 8-26-22 JH I 9-8-22 Arch. changes JH Drawn Reviewed JH Date Scale 7-11-22 Project No. 22-039 Sheet N, LP-2 0 05 10 20 LANDSCAPE PLAN BAR SCALE SMALL PALM STAKING PLAN NO E: NTS. 1. APPUCABLE TO ALL PALMS WITH CAUPER SIZE OF LESS THAN SIX (6) INCHES. 2. ALL TREE SUPPORTS MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS ESTABUSHED. TYPICALLY SIX MONTHS FOR SHADE TREES OR ONE YEAR FOR PALMS. (3) 2" X 4" WOOD BRACES. STAKE OUTSIDE PLANTING HOLE ZONE. OUTSIDE EDGE OF PLANTING SAUCER. (3) WOOD BATTENS STRAPPED TO TRUNK WITH GALVANIZED METAL BANDS. ATTACH WOOD BRACES TO BATTENS TO AVOID TRUNK DAMAGE. WRAP TRUNK WITH 3 LAYERS OF NATURAL BURLAP FOR PROIECnON AGAINST MOO BATTENS AND STAKING BRACES. PALM OR TREE TRUNK (SET VERTICAL AND PLUMB, TYP.). • SEE PLAN IF SPECIAL SETTING/LEANING DIRECTIONS EXIST FOR PALMS GROUNDCOVER DETAIL 1' OF SHREDDED CHOCOLATE BROWN MULCH NTS. PLACED BETWEEN PLANTS ABOVE EXISTING SOIL LEVEL 2- OF 1/4- MULCH PLACED ON TOP OF TILLED SOIL 3" MAX. TILL MULCH Z' -4' INTO PREVIOUSLY TILLED SOIL LEVEL TO FINI GRADE BY H RAKING. �=1 T-I—ICI I I=1 I- 11=1 ICI 11=1 I I-1 11=1 11=1 11=1 ICI—ICI—III—ICI—ICI—I�I� I T � TILL SOIL TO A MINIMUM DEPTH OF 4' BELOW THE EXISTING SOIL LEVEL EXISTING SOIL 00 o0 �d�19000oD 10000 00 D00 Rb °° 0° s00 ,-� $s ° b �0 0 (gyp o ° "0��0 0 0o V o 010 DWPUND EXCEPTION: IX NG OAKs ARE CURRENTLY GROWING IN AN ENCLOSED NO Om, OR STORAGE NO DRIP LINE PLANTER AND THE SURFACE ROES ARE ENCROACHMEM 00- -1. THE PWrfQt. 4HT. WRIrIDE FENCE OF ORANGE iFNSOR' HIGH VISIBIUTr MESH. 2" 4' MIj.NWOOD POST TREE PROTECTION DETAIL LARGE PALM OR TREE STAKING PLAN PLANT SPACING DETAIL N.T.S. NO E: NTS. NTS. 1. APPUCABLE TO ALL MULTI -TRUNK PALMS GREATER AND PALMS WITH CALIPER SIZE OF SIX (5) INCHES OR SPACING "D" ROW "A" PLANT SPACING CHART 2. ALL TREE SUPPORTS MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS ESTABUSHED. 6 O.C. 5.2 TYPICALLY SIX MONTHS FOR SHADE TREES DR ONE YEAR FOR PALMS. X WOOD BRACES. B• 0.0 •\ STAKE OUTSIDE PLANING HOLE ZONE. Io" O.C. 8.66' 12" O.C. 10.4' % �" A" \°/°\ OUTSIDE EDGE OF PLANING SAUCER. I OUTSIDE D iB' O.C. 15.6 15.6- 24" O.C, 20.8" L// p" 30' D.C. 26.0 °p'; 90 36 O.C. 31.2 (4) WOOD BATTENS STRAPPED TO TRUNK WITH METAL 48 O.C. 41.6 BANDS. ATTACH WOOD BRACES TO BATTENS TO AVOID TRUNK DAMAGE. WRAP TRUNK WITH 3 LAYERS OF NATURAL BURLAP FOR SHRUB PLANTING DETAIL PROTECTION AGAINST WOOD BATTENS AND STAKING BRACES, NTS. TYP SET VERTICAL AND PLUMB PALM OR TREE TRUNK , .). ( • SEE PLAN IF SPECIAL SETTING OR LEANING DIRECTIONS EXIST FOR PLANT ROOTBALL MINIMUM OF 1' ABOVE FINISHED GRADE, WITH A MAXIMUM OF 10% OF ROOTBAU EXPOSED ABOVE GRADE PALMS. _ 3" SHREDDED CHDGOLATE BROWN MULCH. PULL MULCH AWAY FROM TRUNK A MINIMUM OF 3', PALM PLANTING PROVIDE 3' EARTH PLANTING SAUCER DETAIL „1/ NTS. CLE/ "HURRICANE CUT" OR "CANDLE CUY SABAL PALM HEADS AT INSTALLATION. FOR CONTAINER GROWN, BARE ROOT, FIELD DUG OR BALL AND BURLAP SPECIMEN PALMS: SHIPPING FROND TIES SHALL BE REMOVED UPON INSTALLATION. TIES SHALL BE ORGANIC TWINE ONLY. FOR BOOTED TRUNK PALMS, TRUNKS SHALL HAVE CLEAN INTACT B0015 FIRMLY ATTACHED TO THE PALM TRUNK. FOR SLICK TRUNK PALMS, TRUNK SHALL BE CLEAR AND FREE FROM DEFECTS AND SCARS. BURLAP WRAP TRUNK WITH 3 LAYERS OF NATURAL BURLAP UNDER BRACES, TO PROTECT TRUNK. 2" X 4" BATTEN BLOCKS WITH 2' X 4" WOOD STAKING BRACES. USE STEEL BANDING TO WRAP BLOCKS AROUND PALM TRUNK. USE 20D NAILS TO NAIL ANCHOR BLOCKS TO STAKING BRACES (SEE STAKING DETAILS FOR NUMBER OF REQUIRED BRACES). NO NAILS SHALL PIERCE THE TREE TRUNK. SET TOP OF RDOT BALL AT FINISHED GRADE. PROVIDE A 3" BERMED SAUCER ABOVE THE FINISHED GRADE WITH A 3' LAYER OF CHOCOLATE BROWN MULCH (6' TOTAL HEIGHT). EXTEND MULCH BEYOND BERM. PULL MULCH AWAY FROM TRUNK A MINIMUM OF 3'. 2' X 4' X IN. 24' WOOD STAKES. ANCHOR TREE BRACES WITH WOOD STAKES. , INSTALL STAKE BRACES OUTSIDE TEMPORARY SAUCER. FINISHED GRADE BACKFlLL SHALL BE CLEAN, SALT FREE SAND AND PEAT MOSS MIXTURE 3:1 RAID. ALL BACKFlLL SHALL BE WATER -JETTED FOR FIRM COMPACTION. DISTANCE AROUND THE ROOT BALL SHALL BE 1/2 THE WIDTH OF THE RODIBALL, OR (12") MIN. CLEARANCE. TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE SETTLING. TREE PLANTING DETAIL NO - NTS. I. ALL TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS ESTABUSHED. TYPICALLY SIX MONTHS 10 ONE YEAR AFTER PLANTING FOR SHADE TREES. U NEVER CUT TERMINAL LEADER. THIN BRANCHES AND FOLIAGE AS DIRECTED BY LANDSCAPE ARCHITECT OR CERTIFIED ARBORIST. FLEXIBLE GUYING MATERIAL LOCATE ABOVE FIRST LATERAI. BRANCH. AVOID OVER TIGHTENED TIES AS THEY - PREVENT TREE'S NATURAL SWAY. SAFETY FLAGGING WOODEN STAKES. SET STAKES OUTSIDE PLANTING SAUCER AT A MINIMUM DEPTH OF 2 FEET. TRUNK FLARE OR TOP ROOT VISIBLE ON SURFACE. DO NOT BURY ROOT IN MULCH. SET ROOT BALL SLIGHTLY ABOVE GRADE (10' MAXIMUM, OR 2- ABOVE FINISHED GRADE). 3' SHREDDED CHOCOLATE BROWN MULCH. WIH 3" BERMED PLANTING SAUCER (6" TOTAL HEIGHT) ABOVE THE FINISHED GRADE . I- 2 I — EXTEND MULCH BEYOND BERM. PULL MULCH AWAY FROM TRUNK FLARE A MINIMUM OF 3•. BACKFlLL HOLE WITH APPROVED SOIL MIX C 1 1 (CHECK WITH LANDSCAPE ARCHITECT FOR MIX). WATER JET ALL BACKFlLL FOR FIRM COMPACTION. TREE PLANING SAUCER A A REMOVE ROOT BALL COVERING. 2 A CUT BACK WIRE BASKETS BELOW TOP HALF OF THE ROOT BALL FOLD BACK BURLAP COVERING MATERIALS BELOW TOP HALFOF BALL COMPLETELETS LY REMOVE E SYNTHETIC BURLAP COVERING MATERIALS. TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE SETTLING. PROVIDE A PLANTING HOLE WITH A MINIMUM OF 3 TMES THE DIAMETER OF THE ROOT BALL ON THE SURFACE AND 1 20' TWO TIMES THE ROOT BALL DIAMETER AT THE BASE, STAKING PLAN DIAGRAM ROOT BARRIER DETAIL NOTE: 1. TREES ARE TO BE INSTALLED WITH A MINIMUM TEN FOOT (10') SEPARATION FROM ANY PUBLIC WATER OR PUBUC 04 O SEWER MAIN AND/OR SERVICE. HYDRANTS, AND LIFT STATIONS. IF A TEN FOOT (10') SEPARATION CANNOT BE d0 ACHIEVED, THE TREE SHALL BE INSTALLED WITH ROOT , BARRIER SYSTEM.. P aTF 2. ROOT BARRIERS SHALL COMPLY WITH ALL REQUIREMENTS OF THE P WH WITHIN ICH ^ THEY A L THEY ARE LOCATED AS WELL ^�T AS WITH ANY REQUIREMENTS OF THE THOLDER OF THE o p AFFECTED UTILITIES. IN THE EVENT THAT CONNOTING $" REQUIREMENTS EXIST BETWEEN THIS ROOT BARRIER DETAIL AND THE MUNnCPAUTY/UnuTY REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL COMPLETELY REMOVE ANY SYNTHETIC WRAPPING IlAdRRILL`-PLANTING HOLE WITH APPROVED PLANTING SM5IX, AARRCH��Gi R R EH M % L��D� IING HULt FIANIMPINTF J I TIMES THE DU E R00T BALL ON THE SURFACE AND TWO TIMES THE ROOT BALL DIAMETER AT THE BASE. TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE PLANT SETTLING. ING SAUCER, TYP. IUM 8" COVER OVER OF BARRIER, BARRIER NI MINIMUM OFF 4' W THE FINISHED GRADE. BARRIER' OR 'DEEP ROOT' HED GRADE ]5IL' HOLDER REQUIREMENTS, THE REQUIREMENTS SHALL BE • MORE STRINGENT OF THE MIN. COVER 2 *— ��N_D MIN, SR SEWER FACILITIES X NS. SERVICES AND/OR IATERALS) 7- MIN. W/BARRIER 10' MIN. W/O BARRIER TYPICAL PLANTING DIAGRAM PLANT LIST _l$Q-' Q� (BOTANICAL NAME AC 23 I.Alocesla'Califomia' AM 2 Adonidia memAB AT 290 SchefReraalbodmla Tdrlette DES 5 Conocarpus eredus'Sereclas CG 31 Clusla guttifem CIR 180M Chrysobalanus cam CTN 11 Codeaum Venegatum'Franklin Roosevelf DA 3 Dracaena arborea GS 4 _Gardnia sploate_ IV 83 M Hex VOrrlltOreB LSB 54 E Lidope'Super Blue POD 64 M -Podocerpus macrophillus'Mald' PRC Tq E_ Phibdend='Rojo Congo' PRT 2 Phoenix roebelinii SOD 8657 _SLAugusBne Florttam PS 1 Phoenix sylvestrus GIF r20 Ficus microcarpa'green island' N TS. WATER AND/IXI SEWER FACIUTES (I.E MAINS. SERVICES AND/OR LATERALS) 7' MIN, WITH BARRIER MIN. WITHOUT BARRIER —OUTSIDE EDGE OF TREE OR PALM TRUNK 'B10 BARRIER" OR 'DEEP ROOT (ALTERNATIVE ROOT BARRIER SYSTEM BY BE UTILIZED WITH APPROVAL OF LANDSCAPE ARCHITECT.) a 117 I SMALL MEE MIN. Ir EDGE OF BIJIMING M OVERHANG DRIP UNE LARGE CANOPY MEE PAWS r, Csa TO WALK SMAL_ SHRUBS 5HI"5 DSTANCES BETWEEN DIFFERENT Mo. HEDGE PI_A T TYPES SHOULD ALLOW FOR FUTURE GROWTH TO AMURE S' MIN. SIM.I fi 3 It ♦i Air A `' I OF OF SIDEWALK OR PA P NTNG SOIL. FERMUZEN AND TOP F SOD SHOULD BE Dwarf Elephant Ear 13 gallon, fultdense plantl 24' height( 24-30" on center Christmas Palm 12� overall h l ghtl SINGLE TRUNK/ full,dense cmwnd s Vadegated Dwarf Sche8lera 3 gallordfull,dense/ 18'xl87 24' oo center Sher Buttonwood 110 overall height/ full,dense, multi trunk tree Small Leef Clusia 15 gallon, full,derlsa/ 40'x36"/ 36' on center Cocoplum 3 gallon, full,dense plant/ 18' min height( 24- on center Groton 'Franklin Roosevelr 13 gallon/ full,dense/1Bki8*124"on center Tree Dracaena _ ' T overall average heghtl min three trunks/ full,dense Gardnie __- Dwarf Yaupon Holly 8' overall height x 4.min spread/ 4' o.0 min. V caliper 13 gallm, fu8,dense plang 12"xl2"/ lT on center Super Blue Unope ;1 gallon, full, detue / I x 10"/ 12' on center Upright Podocarpus Yew 15 gatlord full dense to base/ 48' height and 3P spreat Rolo Congo 13 gallon/ full,dense/ 18'xi8'/ 24- on center Pygmy Date Palm I B' helghtl hiple WnW full dense Contractor shall Venfv aural square footage on site Indian Date Palm io' c.t. height/ full,dense crown/ Florida #T Green Island Ficus 3 gallon, full,dense/ 12" x 12"/ 12" on center LANDSCAPE NOTES: 1. STRUCTURAL ELEMENTS AND HARDSCAPE FEATURES INDICATED ON LANDSCAPE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. LANDSCAPE PLANS ARE TO BE UTILIZED FOR LOCATION OF LIVING PLANT MATERIAL ONLY. LANDSCAPE PLANS SHOULD NOT BE UTILIZED FOR STAKING AND LAYOUT OR LOCATION OF ANY STRUCTURAL SITE FEATURES INCLUDING BUT NOT LIMITED TO: BUILDINGS, SIGNAGE, PATHWAYS, EASEMENTS, BERMS, WALL, FENCES, UTILITIES OR ROADWAYS. 2. CONTRACTOR SHALL ACQUIRE ALL APPLICABLE FEDERAL, STATE, LOCAL, JURISDICTIONAL OR UTILITY COMPANY PERMITS REQUIRED PRIOR TO REMOVAL, RELOCATION, AND/OR INSTALLATION OF LANDSCAPE MATERIALS INDICATED WITHIN PLAN DOCUMENTS. THE CONTRACTOR SHALL HAVE PERMITS "IN HAND" PRIOR TO STARTING WORK. LANDSCAPE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK PERFORMED WITHOUT PERMITTED DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES TO THE WORK, AT NO ADDITIONAL COST TO THE OWNER, AS A RESULT OF UNAUTHORIZED WORK PRIOR TO RECEIPT OF PERMIT. 3. TREES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY. TREE SPACING IS BASED ON DESIGN REQUIREMENTS AND THE TREES SHOWN ON THESE PLANS ATTEMPT TO ACCOMPLISH THAT SPACING WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTIUTIES. IN THE EVENT OF A CONFLICT, AFFECTED PLANT MATERIAL SHALL BE FIELD ADJUSTED WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT TO AVOID CONFLICTS WITH THE WITH EXISTING AND PROPOSED UTILITIES, LIGHT POLES, DRAINAGE STRUCTURES OR LINES, LAKE MAINTENANCE EASEMENTS OR OTHER AFFECTED SITE FEATURES. 4. ANY PLANTING WITHIN THE SIGHT TRIANGLES SHALL PROVIDE UNOBSTRUCTED VIEWS AT A LEVEL BETWEEN 30" AND 8' ABOVE THE PAVEMENT. 5. ALL UTILITY BOXES/ STRUCTURES TO BE SCREENED ON 3 SIDES W/ APPROVED PLANTING MATERIAL 6. IRRIGATION IS REQUIRED PROVIDING 100% COVERAGE WITH A MAXIMUM OF 50% OVERLAP, AN AUTOMATIC RAIN SENSOR MUST BE INCLUDED. 7. ALL PLANT MATERIAL TO BE INSTALLED SHALL CONFORM TO FLORIDA POWER AND UGHYS (FPL'S) RIGHT TREE RIGHT PLACE GUIDELINES. B. IN CASE OF DISCREPANCIES PLANS TAKE PRECEDENCE OVER PLANT UST. 9. LANDSCAPE CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL OUANTIMES PRIOR TO BIDDING. 10. REMOVAL OF EXISTING VEGETATION IS RESPONSIBILITY OF LANDSCAPE CONTRACTOR. 11. RELOCATIONS OF EXISTING VEGETATION IS RESPONSIBILITY OF LANDSCAPE CONTRACTOR. REFER TO SPECIFICATIONS FOR RELOCATION INSTRUCTIONS. SHRUB AND GROUNDCOVER PLANTING DETAIL _Aif, as NTS. MAINTAIN 12" AT PLANT BED EDGE L MAINTAIN 18• MIN. BETWEEN SHRUB MASSES WIN MYNA -REMAINING SHRUBS FILLED IN BEHIND FRONT SHRUBS T SHRUBS AT BED IRST TO ESTABUSH UOUS LINE. BEST )F SHRUB TD FACE OF PLANTING BED. Jeffrey Houghtaling; Registered Landscape Architect LA6666783 68o1 Lake Worth Rd. Suite u4' Lake Worth, FL 33467 ph:(561) 434-1343 e:jeff@jbddesigninc.co m wmV.jbddesigainc. vmr-.Hoau. Revisions By B-26-22 JH 9-8-22 Arch. changes JH Drawn Reviewed JH Date Scale 7-11-22 Project No. 22-008 Seal U��.. �:• LAB6Ee783 :�j : 8TATE ' FtoRioP Sheet No. LP-3 one Planting - Port I. General I. D.... 1ptlon of Work A. Provide all exterior planting as shown on the drawing, - Inferable therefrom and/or a epeclfled In ..... dance with the requlremente of the Contract Document,. Landscape plans provided Indicate the proposed location of IIWng plant material only. Strut .1 element. and hardscape feature. Indicated on the landscape plane are for Information purp,,ee only. Landscape plane are not to be utilized for stoking and layout or Inatian of any structural eke features Induding but not limited to, building,, ,ignage, pathway., easement., utilitle, or B.oadwa a. These pecificotlons Include standard. necessary for and Incidental to the execution and completion of planting as Indicated on the prepared drawings and specified herein. C. All applicable federal, ,tote and local permits shall be attained prior to the remowl, rel... tlon, or Installation of plant materlala Indicated within the plan d... manta. D. Protection of existing feature*. During c nstmetlon, protect all existing tram, shrubs, and other specified wgetation, site features and Improvement., structures, and utilities .pacified herein and/or on ..,milted dmwinge. Remo-1 or destruction of xlating planting. 1. Prohibited unless specifically authorized by the owner, and with permit as required by dmodated fetleral, state and local gowmment n. Applicable Standard. A. American National Standards for Tree Care Operations, ANSI A300. American National Standard, Institute, 11 West 42nd Street, New York, N.Y. 10036. B. American Standard for Nursery Stock, ANSI Z60.1. American Nursery and Landscape Aleociatlon, 1250 Eye Street. NW, Suite 500, Washington, D.C. 20005. C. Hart- Third, The Staff of the LH. Salley H-torium. 1976. MacMillan Publishing Co., New York. 0. Florida Department of Agriculture 'Grades and Standards for Nursery Plants', meet recent addition. E. National Arterlst A.aoclatlon- PruningStandard. for Shade Tree, F. All standard. ,hall Include the latest additions and amendments as of the date of advertIe,ment for bid, III. Qualification. A Landscape planting and rate ad rk shall be performed by a firm with a minimum of flve yeah experience specializing In this type of work. All contractor. and their sub -contractors who will be performing any landscape work Included In this ...tlon of the ap.clncatlon .hall be approved by the landscape architect. B. Landscape Contractor ,hall be licensed and shall tarty any necessary Insurance nd shall protect the Landscape Architect and Owner gainst all Ilabllitlea, .[aims or demand, for Injuries o tlamoge to any person or property growing out of the performance of the work under this contract An worker, ,hall be c and by Workman's Compensation Insurance. IV. Requlremente f Regulatory Agencies A. CertIfI -as of Inspection shell o ampany the inwlae for each shipment of plants a may be required by law for tr.n-station. Fit.certlfloats, with the landscape architect prior to acceptance of the material. Inapectlon by federal or .tote authorities at place of growth does not preclude rejection of the plant. at the site. V. Su bmittale A Manufacturer's Dot,: Submit ,,plea of the manufacturer', and/or source dot, for all material, apecifled. Including soils, ,all amendment. and fertiizer materials. Comply with regulation. applicable to landscape materials. 8. Samples: Submit ample, of all topsoil, soil mix,,, mulch.& and organic materlala. Samples ,hall weigh 1 kg (2 lb) and be packaged In plastic bogs. Samples hall be typical of the lot of material to be dellwred to the site and provide an accurate indication of color, texture, and organic makeup of the material. C. Nursery Sou roes'. Submit a list of all nursed.. that will supply plant& along with a list of the plant. they will provide and the location of thenursery. D. Sol Test: Submit ,all test analysis report for each ,ample of topsoil and planting mix from a ,all testing laboratory opprowd by the landscape architect. 1.1provide a particle size analyals, Including the following gradient of mineral content: U 50A Deal... tlon Size In m Growl +2 mm Very Couree Send 1-2 mm Coarse Sand 0.5-1 mm Medium Sand 0.25-0.5 mm Mr. Sand 0.1-0.25 mm Vary fine .and 0.05-0.1 mm SIR 0.002-0.05 mm Claysmaller than 0.002 2. Provide . hemical analyst,. Including the following: PH and buffer pH b. Percentage f organic content by oven -dried weight Nutrient levels by parts per million. Including ph- home. pat ... Turn magnesium, monganeae, Iron, zinc, and calcium. Nutrient teat .hall p Include the testing laboratory recommendations for supplemental addition, to the eel bead on the requirements of horticultuml plants. d. Soluble ..It by ,..tricot .ductivity of a 1:2, sell: water, sample measured In mllllmho per m. Cation exch.nge capacity (CEC). E. Material Tinting: Submit them nufacturam particle '[ze analysis, and the pH .naiyais and provide a description and source location for the p ontent materlal of all organic materlala F.Met, anon- Instruct[...: Prior to the end of maintenance period. Landscappe Contractor .hall furnish three copies f written maintenance IneWetlone to the Landscape Architect for transmittal to the Owner Tor Contractor and care of In plants through their fill[ growing n VI. UtilityVerifltan A. The ce .art ..ter shall contact the local utility companies for verification of the location of all underground utility Iinee In the area of the work The contractor shall be map ... Ibis for all damage resulting from neglect or failure to comply with this requirement. 1. Port 7. Materials Plante A. Planti shall it true to .peeled and Ie of specified and n ry. grown in acnr They wall good horticultural practices under ellmatle nAJI pia similar to those c the locality be the protect n Hort IeThi two years. They shall haw been freshly dug. p 1.All plant plants a d tl own tlone shall be a. defined In Hortua Third. 2. All honered. be grown red harvested In ao donee with the American Standard for Nursery Stock and Florida Deportment of Ag .less . Graded antl Standartla for Nursery Plante. 3. Unless opprowd by the landacope arehlteet plants shall have been grown of a latitude not more than 325 km (200 lea) north o ou th of the latitude of the protect unless the pr.wnvnce of the plant can be documented tobecompatible with the latitude and cold hardiness zone of the planting location. 6. Unless specifically noted. II plants hall be exceptionally heavy, symmetrical, and so trained or fevered In development and appearance as to be unquestionably and out,tandingly superior in forth, comp*"-', and symmetry. They ,hall be sound. healthy, villa roue, well branched, and densely foliated when In leaf; free of dlleaae and Insects eggs, or I---; and .hall haw healthy, p well -developed mot system,. They .hall be free from physical damge o other conditl... that would pre vent vigorous growth. 1.Trees with multiple leaders, unit e.rap. edfl,d, will be rejected' Trees with a damaged o coked leader, bark abm.lona, su cold, dl.flguring knot,, Insect damage, o Iuta of Ilmba over 20 m (3/4 in.) In dlameter that a not completely closed will be rejected. C. Plante .hall .form to the m urementa apecifled, except that plonta larger the, the,, specified may be used if approved by the landscape architect. Uae of larger plant, shall not Increase the contract price. If larger plant, are opprowd, the root ball shall be Increased In proportion to the size of the plant. 1.Caliper m...urements shall be taken on the trunk 150 mm (6 In.) above the natural ground ilne for trees up to and Including 100 mm (4 in.) In caliper, and 300 mm (12 In.) ,bow the natural ground ITfar tree, o r 100 ram (4 In.) In Up- Height and spread dimension epeclfled refer to the main body of the plant and not from brand, tip to branch tip. Pants Moll be measured when bran.he. a e In their normal position. If a range of .1... Is, g[wn, plant shall be leas than the minimum size, and no le„ than 50 percent of the plant, shall be a large a the maximum .I.. apecifled. Measurement, specified ... rt minimum W... acceptable after pruning, where pruning Is, required. Plant, ethat meet mesa• mmenta but do of pass,,, a standard relationship between height and spread, acco dlpg to the Florida Department of AgricultureGrades d Standard. for Nursery Plants, hall be rejected. D. Sub,titutlon, of plant mat_ial. will npt be permitted unless autli-l-al In writing by the land ... pe architect If proof 1, submitted In writing that v plant epeelnetl Is, not obtainable, consideration will be glwn to the nearest Iwilable size or .Imil or wrlety, with a ..reap -ding adjustment of the contract price. E. The plant schedule provided at the and of this section, o on the drawing, is for the contractor'. information only, and no guarantee Is, expressed or Implied that quantitlee therein a sot or .that the list Is complete. The contractor shall ensure that all plant matarialy shown on the drawing. a a Included In his or or. bid. F. All plant, shall be labeled by plant name. Label, ,hall be attached securely to all plants bundles, and container of plant materials when delivered. Plant label, shall be durable and leggivenwea Eligible, with information in ther-realatant Ink or emb...ad ponce.a lettering. G. Selection d Tagging 1.Pl.nte .hall be subject to Inspection for c nformlty to specification requlremente and opprowl by the landscape architect at their place of growth and upon dell-ry. Such opprowl shall not Impair the right of Inspection and rjection during progress of the work. 2. A written request far the Inapectlon of plant material at their place of growth shall be submitted to the Ivndacape architect t least ten ,,lender day. prior to digging. Thla request :hall elate the or f growth and the quantity f plants to be Inspected. The Ivndacape .rehitect may refuse Inspection at thle time If, In his h_pjudgment. sufficient quantitle. of plant. are not awllable for Inapectlon or landscape architect deem. Inspection I. not required. 3. Ali field grown decauou, tress shall be arked to indicate the trees north orientation In the nursery Place a 1-In. diameter spot of hite Paint . to the north old, of the tree trunk within the bottom 12 Inches of the trunk. H. Anti-D-1... rite 1.Antl-de'Iceante, if specified, are to be pplledlto plants in full leaf Immediately before digging or a required by the landscape architect. A. al a e to be .prayed a. that all lea-e and branches are coved with a continuous protecti- film. I. Balled and Burlappedr(BhB) Plant Materials Lire,, designated B&B ,hall be properly dug with flrni natural ball. of ,,If retaining as many flbr... root, as p... Bible. In sizes and .hopes a specified In the Florida Department of Agriculture Grade, and Standards for Nursery Plante. Balls shall be firmly wrapped with synthetic natural, or treated burlap, and/or wire. All ,ynthetl, fabric should be re ved from the .vtb ell prior to planting. True biodegradable burlap an be left ,round the root ball. The root coffer shall be apparent at surface of bell. Trees with loose, broken, process, r manufactured root balls will not be accepted. except with special written vpprawl before planting. J.Container P a�n is 1.Plant. grown In contain.- .hall be If appropriate size for the container a specified In the most meant edition of the Florida Department of Agriculture Grades and Standard, for Nursery Plant, and be free of circling root, on the exterior and Interior of the root ball. 2. Container plants shall he- been grown In the container long enough to have established root, throughout the growing medium. K. Bareroot and Collected Plant. 1.Pl ante designated a. bareroot or collected plant, ,hall conform to the American Standard for Nursery Stock 2. Boreroot oterlol shall not be dug or Installed after bud break or before dorm -nay. 3. Collected plant material that has not been taken from act[ nursery operation, shall be dug with root ball spread at least 1/3 greaternthan nursery grown plant.. When epeclfled o approved. shall be In good health, free from at...... insect or weed Infestation and shall not be planted before Inspection and acceptance at the ,It.. Testing may be required at the discretion of the Landscape Architect and/or the Owner and ,hall be provided at no additional coat L Specimen Material: Plant material epeclfled a, specimens are to be approved by the Landscape Architect before being brought to the site. Unless otherwise noted on the drawing,, the,, plant, ,hall be Florida Fancy. M. Palma 1.Coconut Palma shall be grown from a ,ertifled seed. 2. All palm ,plate, except Sabel palmetto shall ho a roots adequately wrapped before transporting. ve 3. Saba[ palm. .hall hahurloane cut p Sabel palms shall be Installed n site at the a rlleet opportunity In the construction prop.... All Sabel palms -hall be from Palm Beach County or other Andy oils. All Saba l palms sholl be Florida Fancy. 4. For boated trunk palm., trunks shall have clean Intact boot, firmly attached to the palm trunk For slick trunk Palma, trunk shall be clear and free from defect and a 5. The Contractor ,hall treat .II palm. as required to prevent Infestation by the palmetto -Al. N. Sod be graded or better. Sod shall be loam o uck with a firm full texture and good root develo ment. Sod 1. Sod shall P 9 91 9rlx'I 9 m defects and debris Including but not limited to dead thatch Inaeeta fungus. diseases and shall be thick health and free fro , Y 9 9 ontaminatlon b d nth_ Incur, e- I ob ctlnd of loot material. gross Je p y wee a thick to insure a dense stand of Ilse gross. Sod ,hall be IIw frets and uninjured at the time of planting. 2. Sod shall be eufficintl to Plant Ind within 48 hours after fray -sting. 9ry Ju p g 3. Sod or a Mall be all area, net otherwise Identified and .hall include the area beyond the property line to the edge of pavement and/or r. edge of wate, check0.an Im IpeEatelyd alter harwating plants, protect fromdrying and damage until shipped and dellwred to the planting ,Iles Rootballe shall be yell. watered sufficiently t. maintain r t vablity. P. Transportation and Storage of Plant Material 1.Branchea hall be tied with rope or twine only, and In such a manner that no damage will cocur to the bark or branches 2. During transportation ,f plant materlal, the on shall exercise core to prevent Injury and drying out of the trees. Should the late be dried ut. large branches broken, belle of earth broken or loosened, orr a eve f bark tom, the landscape architect may reject the Inre ured te(,) and order them replacetl wn at no additlonvl coat to the o_.Allload. of plant. ,hall be ..-red at III times with tarp aulln or sus. Loads that am not protected will be rected. 3. All b,mrnt ,took sent from the storage facility *hall be adequately c -d with ,at .oil, sawdust, woodchipa, mass. peat, straw, hay, or other acceptable molature-holding medium, and ,hall be co -red with a tarpaulin or eanwa. Loads that ore not protected In the above m r may be rejected. 4. Plante must be protectetl t all time, from sunor drying winds Those that cannot be planted Immediately o delivery ,hall be kept In the .had., ell protected with soil, wet mulch, oother acceptable material. andkeptwell w tered. Plante ,hall not remaln unplanted any longer than three day, after delivery Plant, or not be bound with wire or rope at any time so , to damage the bark or break bran thee. Plants shall be lifted and handled with suitable support of the ,,it ball to avid damaging Itp Q. Mechanized Tree Spade Requirements Tree. maybe m ved and planted with an approved a hanical tree spade. The tree .pads .hall move tree. limited to the maximum ximum size allowed for a similar B&B oat -ball diameter a cording to the American Standard for Nursery Stock or themanufacturer', maximum size recommendation for the tree spade being used, whichever la smaller. The machine shall be approved by the landscape architect prior to u e. Trees 'hall be planted at the designated location, In the manner shown in the plan, and in accordance with applicable sections of the ape.iflcat[ona II Materials for Planting Mulch: Except as otherwise epeclfled, mulch shall be shredded CHOCOLATE BROWN mulch - grade 'A'. Mulch .hall be free f welds, „ad., and any other organic or Inorganic materal. It shall let contain tone, or other foreign material that will prevent It, ewntual decay. This shall be appl led to all planted area, where Indicated ,o that, after Inetallatlon, the mulch thick.... will not be lee. than 3'. Submit for A. P: Shall be horticultural peat composed f not leas than BOX decomposed organic matter by weight, on an ea n dried belle. Plot ,hall be del -red to the ¢Ito In a workable condition free from lump.. B. Gravel Mulch: Uae only where .pacifically indicated on the plane of the size and type shown. Unless otherwise .pacified It shall be water -worn, hard durable gravel, ached free f loam, and, cloy and other foreign substance,. It shall be a minimum of 3' deep and shall be contained with edging o other approved gravel atop as Indicated•on the plan'. It .hall be a maximum f 1 1/2", a minimum of 3/4' and of a evdl y-._noble natural gravel color range. Provide geotextile filter fabric below aggregate rock. Submit .ample for .pacified. C. Root Barley. Where pacified, rot barters shall be Installed on all tree and palm material In .....dance with the oat barter detail provided within the plan drawing,. Root barriers shall comply with all requirement, of the municipality within whleh they o e located a well a with any utility holder requirements of any affected utllitlea. In the event that cdnfl feting requirement. ,,let between the root barter tletail proA ad within the plan document, and the municipality/utlllty holder requirements, the more ntringent of the requirements ,hall be applicable. O.Planter Edging: Use only where specifically Indicated on plane. Edging ,hall be the for black. E. Antl-dssi... nt: shall be an simulation specifically man factured for agricultural u , which pm,lde. a pr.lectiw film -r plant surfaces. Anti -desiccants shall be dellwred in containers of the manufacturer and :hall be mixed cording to them nufacturers directions. Submit manufacturer literature for opprowl. III. Material, for Sol Amendment A.Pine Bark: Horticultural -grade milled pine bark, with 80 percent of the material by velum, sized between 0.1 and 15.0 mm. 1.Pin, bark ,hall be aged sufficiently to break down all weedy material. Pine bark shall be .er.... d. 2. pH ,hall range between 4 and 7.0. 3. Submit manufacturer literature for opprowl. B. Organic Matter. Leaf matter and yard wd,te composted sufficiently to break down ail woody fibers essdo. and leaf structures, and free of text, and n .organic matter. Organic matter .hall be commercially prepared compost. Submit 0.5 kg (1 Ila) ample and suppliers literature for C. Course Sand: Couree concrete ,and, ASTM C-33 Flne Aggregate, with a Fin,. Modulus Index of 2-75 or great_. 1.Sand. shall be clean, sharp, natural .and, free of limestone, .hole and elate partleaes. 2. Provide the following particle size distribution: Si.- Percentage Pomin, 3/8 In (9.5 mm) 100 No. 4 (4.75 mm) 95-1 DD No. a (2.36 ram) 80-100 No. 16 (1.18 mm) 50-85 No. 30 (0.60 mm) 25-60 No. 50 (0.30 m m) 10-30 No. 100 (0.15 mm) 210 D.Llme: eh all bu e ground, palletized, or put -red Time manufactured to meet agricultural standard, and contain a ,ximum of 60 percent oxide (i.e. calcium oxide plus magnesium oxide). Submit me .fa cturer literature for aupro,el. E Sulfur. shall be flowers of sulfur, pelletized or granular sulfur, or Iron sulfate. Submit manufacturer literature for F. F.,tlizelr. Agricultural fertlllzar of a formula Indicated by the all test. Fertilizers shall be organic, ,low-rel.... imposition, whenever applicable. Submit manufacturer literature for opprowl. IV. Planting Mix A. Planting Mix 1. Planting Mix for Trees, Shrubs, Groundco-,s and vine,: Check with land acope architect for appropriate mixture. 2. Planting Mix for Palm,: Mixture of ,our' ,and and pact mixed to the following proportion: Comoonent Percen Volume Coarse Send 75% Peat 25X B. Planting mix ,hall be thoroughly mixed, 'creened, and shredded. C Prior to beginning the mixing process, submit a 1-kg (2-1b) ,ample of the proposed mix with sell teat result, that Indicate the mix ratio and the result. achieved. D. Duringthe mixing . but prior to Install. the mix submit a 1-k 2-Ib m le for each 200 cubic r proof t p n9 g ( i ,pith .all teat result, for meters . 1, cubic yard') f planting mix, token randomly from the finished s II Ix, opprowl. In the -fit that the teat reaulte do not meet the required partlde size diatributlon, remit and reaubmlt a r,V,ed planting mic E. Make all a ndmenta of lime/sulfur and fertilizer Indicated by the soil teat result, at the time of mixing. F. All mixing Mall take place in the c.ntraet.m yard, using eommerelal mixing equipment .0 fflelent to thoroughly mix all component. unlformly G. Protect the planting mix from erosion prior to installation. Pori 3. Exwcu}Ian I. Excavation of Planted Areas A. Locations for V ility and. A outlines o of a ca to be planted ore to be stoked out at the site. Locate and mark all subsurfaceaarc ecty re uired before l of therstakeout gi the landscape architect ls requlretl,, to be in begins. B. Tree, shrub, and gthe planting .cur beds a e under be exree 1, to the depth and widths Indicated pre the landscape plan dotal drawings. if the planting o ea dtoany tree 1, Initially dug too deep, the ,,If added an bring It up to the correct level Mould ee thoroughly tamped. 1. The side, of the a wtl.. of all planting a shall be eloped at i 45 within. The bottom f all beds Mall slope parallel to the proposed grade, or toward any suz,nt,l ae drain Iinee within the planting bed. The bottom of the planting bed directly under any tree loll be horizontal uch that the tree ,it, plumb. 2 Mdntain all requlre, of adjacent ce repae a the adjacent materials v. shown on the tlrawings Do not exeawte ompacted a bgr hot[ t adjacent pavement all.restructural. 3.plaated or Iola areal E separated from the e l epll, . oved from the area, and not used as baekflll in any planted or lawn area. planted into,, Mcl[ not be left wred o unprotected amainmIght. C. For trees and shrubs planted in individual holm In or,,, not good ,,IT that in to remain m place and/or to receive nto the d the top a root (6 in.) layers a cute the hole to the depth of the mot ball and to widths shown on the drawing. Slope the ,idea of the ezcowtian of a 45 degree angle up and away from the bottom of the wtlon. 1. In o of lowly draining spas, the root ball may be ,at up to 75 ram (3 in.) or 1/8 of the depth of the mot boll above the adjacent .all level. 3.r So - the exiting ,an a be ,,ad th as ,,wtTl ,round the tree. 3. dug steep elopes, the depth of the ezcawtlon shall be measured at the center of the hde and the ezcawtlon tlug as shown on the drawings D. Detrimental eon that Thp e land architect le to be notified. In writing, of ,all condition. encountered, Including poor drainage. that the contractor ,on,Td,m detrimental to the growth of plant material. When detrimental conditions are uncovered, planting shall be discontinued until ceInstruction, reaolw the conditions are lvetl from the landscape arcrc hitect. E. Obatru.tion.: If rock underground c natructl.n work, utilities, tree roots, or other obstructions are encountered in the excawtlon of planting a eas alternate locations for any planting .hall be determined by the land ... pe architect. If. Inetallatlon of Planting Mix A.Prior to the Installation of the planting mix, Install .ubeurf... drains, Irrigation main Ilnss, lateral lines. and Irrigation riaere shown on the drawing,. B.The land ... pe architect shall review the preparation of ubgrade. prior to the Installation of planting mix. C. Do not proceed with the Installation of planting mix until all utility work In the area has been Installed. D.Proteet adjacent walla, walks, and utnitled from damage or staining by the ,on. Us, 12-mm (1/2 In.) plywood and/or plastic sheeting as directed to c r .xlating .cinanrt., masonry sonry work, and other Items as directed during the prok progress of the wor 1.Cledn up any sell or dirt spilled on any powd surface at the and of each working day. 2. Any damage to the paving o architectural work caused by the ,oil. Installation contractor shall be mpalrad by the general co tractor at the ,one Imst.11atlon contractors expense. E. Till the ..be.)[ Into the bottom layer of topsoil or planting mix. 1.Loosen the ,on of the subgrade to a depth of 50 to 75 ram (2 to 3 In.) with a mtotila, or other suitable device 2. Spread i ay,r of the epeclfled topsoil or planting mix 50 mm (2 In.) deep over the eubgrade. Thoroughly till the planting Ix and the subgrdde together. 3. Immediately Install the remvnng top"' or planting mix In accordance with the following epeciflcatlona. Protect the tilled a a from traffic. DO NOT allow the tilled eubgrade to become Impacted. 4. In the event that the tilled a a become, ,Impacted, till the a again prior to Installing the planting mix. F. Install the remaining topsail or planting m n 200- to 250-ram (e to 10-in.) lift. to the depth. and .hewn an the drawing dotal,. The depth, and grade, shown an the drawing, or, the final grade. after col settlement and shrinkage f the organic material. The contractor shall Install the .all at a higher level to anticipate this reduction of ..If v .rne, depending on predicted settling pr.p- for ... h type of col. 1.Ph... the installation of the .all ...In that equipmpertlnt doll not haw to tra-I aver clready-Inatvllad topsoil or planting txe c 2. Compact h lift aufflclentay to reduce nettling but n t enough to prevent them ant of wet_ and feeder root. through the a 11. The .oil in each lift should feel firth to the foot In all eas and make only alight heel prints. Owr,.mpacti.n .hall be determined by the following field percolation tester DI a hole 250 m 10 In. In diameter and 250 m 10 in. deep. 9 m ( ) n ( ) P he hole with water d drain completely. Immediately refill the hole with water, and measure the b. Fl I t let It P Y Y rote of fall In the water level. I.In the event that the water drains at a rate tale than 25 m 1 in. par hour till the .all to a depth m ( ) P P required to break the overa.mp,hal.n. d. The field landscape architect Mall determine the need for, and the numb_ and location If percolation teats based n .naive field conditions s the ..It. 3. Maintain moistureconditions one[ 111a within the sotto during Installation 1, allow Tor satisfactory compaction. Suspend installation opp_atuat If the sag beeomm wet Do not pi voila m ,at vubgrade. 4. Provide t ,an r equlpmnt rf achieveconsistentfap and uniform e.mpae 10 of the voila. Use the amalisst equipment Shot c.... a nobly perform the tan of spreading and compaction. 5. Add an a till Intothfertilizer, and other o ntlmente during .an Inetallatlon. Spread the a endmente over the top layer r ,an and till Into the top 1. 1 ram (4 In.) of loll. Soil amendments may be added of the some time that organic molter, when required. Is, added la the top layer of cal 6. Protect soil from acre pocset after placement. b An area that become. ovemompocted Mall be tilled to a depth of 125 ram (6 In.). Uneven or settled ,rev. shall be filled and regraded. III. Fine Grading A. It ,hall be the responsibility of the Contractor to finish grade (min. fie below adtaeent F.F.E.). Finish grade, In planting areas shall be o e Inch lower than adjacent paving and a e to Include 3' of mulching. New earthwork ,'hall blendsmoothly Into the existing earthwork, and n grade. .hall pitch evenly between spot. grades. All planted a must pitch to drain at a minimum of 1/4' per foot. Any discrepancies not allowing this too shall be reported to the Lantlacape eArchiteet prior to continuing work. 8. FlII all dips and remove any bumps in the overall plane of the elope. 1.The tolerance for dips and bump. In lawn areas shall be a 12-mm (1/2 In.) devlatlon from the plane In 3.000 mm (10 ft). 2. The tolerance for dips and bumps In shrub planting d shall be a 25-mm (1 In.) devlatlon (ram the plane in 3,000 mm (10 ft). 3. All fine grading shall be Inspected and approved by the landscape architect prior to planting, mulching, ,adding, o ..ding. C. Berming .hall not be placed within 10' of any *"*tin g tree n will It be allowed to ach upon any utility, drainage. or maintenance ant Bering shall not Impede or obstruct any necsssary awalea needed to dmIn pother areas for the property. IV. Planting Operations A. Plante shall be met on flat -tamped o adrowing.. Plante must be .at plumb a exc wted pads at the ao a mi.U.nvhlp to finished grade s they w e to the ground from which they were dug, unless otherwise noted rn In d braced in po.itlon until topsoil or planting Ix hoe a been placed and tomped a und the base of the ,,at ball. Improper compactingof the volt around the root ball may s It In the tree settling or leaning. Plante shall be ,at so that they will be at the same depth and so that the root ball doe, not shift or mow laterally e year Iota.. 1.Dstermine the elewtlon of the root flare and ensure that It Is planted at grade. This may require that the tree be eat higher than the grade In the nursery. 2. If the root flare Is leas than 50 mm (2 In.) below the ,all level of the root ball, plant the tree the appropriate level ,bow the grade to set the flare with the grade. If the flare 1, more than 5 a n 0 mm (2 In) at the center of the root boll the tree shall be rejected. Bm. Lift plants only from the bottom of the root balls or with belts or lifting homeless of sufficient width not to damage the root belle. Do not lift tree. by that, trunk or use the trunk as a lever In positioning or moving the tree in the planting a C. Remove plastic, paper, or fiberPat. from containerized plant material. Pull root, out of the root mot. Loosen the potting medium and .hake away from the root mot. Immediately after removing the container. Install the plant ouch that the root. do not dry out. Peak planting mix around the ,,plead root, while planting. D. The mote of bare -root trees ,hall be pruned at the time of planting to mm,w damaged .rmet, ot, (th... Ilkely to become a detriment to future growth of the root system). Bare -root tree, ,hall haw the root, spread to approximate the natural po.itlon of the acts and shall be centered In the planting pit. The planting -.all baekflll shall be worked firmly into and around the roots, with cars taken to fill In completely with no air pockets. E Cut opm r ,trin go from the top of shrub ,,at balls d trees smaller than 3 In. caliper aft_ plant has been set. Remo- burlap or cloth wrapping an dany wire baskets from .round top half of balls. Do not turn under and bury portion. of burlap at top of ball. 1.Do not Immediately re - the rope. and burlap from tree. larger than 3 In. caliper. Return to each tree three month, after planting and cut all ropes around the trunks and tops of the root balls of these trees. 2. Completely roma,a any waterproof or water-repellent string, o wrappinga from the root ball and trunk before backflling. F. Set baited and burlapped tree. In the hole with the north mark- facing north unless otherwise appr d by the landscape architect. G. Place notive ,,It. topsoil, or planting mix Into the area around the tree, tamping lightly to reduce asttlemnt. 1.For plants planted In Individual hole, In ,xlating volt ,odd any required sail a endmente to the .ols, as the material iv being backfilled untl the plant Ensure that the a ntlmente a e thoroughly mixed Into the baekflll. 2. r. For plants planted In large bed, of prepared ,oil, add sell amendments during the soli Installation process. 3. Ensure that the b,okfill Immedlately around the base of the root ball Is tamped with foot pressure sufficient to prevent the root ball from ,hitting - leaning. H. Solid sod hall be laid with doeely abutting J.inte with o tamped or rolled, sun 9-face. Stagger strips to offset Joint, In adjacent co Bring the sod edge In a neat, clean manner to the edge of all paving and shrub arena Sod along slopes hall be pegged to hold sod In place along elope, o banks a wood peg acceptable to the Landscape Architect shall be used at o additional cot to the Owner. If, In the opinion of the Landscape Architect, top-dreleing la necessary after rolling, dean ,and will be evenly applied .cur the entire surface and thoroughly wcehed In without additional charge. I. Thoroughly water all plant, immediately after planting. Apply water by h... directly to the root ball and the adjacent col. J.Remo- all tags, table, string,, ate. from oil plants. K. Remove any ...... Boll, debris, and planting material from the job site at the and of each workday. L Fortm watering -.ore 100 mm (4 In.) high Immediately outside the area of the root ball of each tree as Indicated on the drawings V. Relocation of Existing Material: A. Landscape Contractor shall root prune tree, which are to be relocated In accordance with opprowd horticultural practices and the following pr... d.-.. a 1.Select healthy tree 2- Selectively trim the canopy removing dead limbs, or... branching over crowned are,,, and lower undesirable limbs Fertillze and water trees before pruning. 3. Root prune 50X of the root system approximately 16-2' deep (depending upon spealso and size). ThI. la tlone 1, hand with sharp hand tools or root pruning saw. The diameter of the root boll to be pruned la 8-12 Inches per every one Inch of dlom,ter at br... t height of the tree. 4. Back fill the existing ,all with plot moss to stimulate new root growth of the pruned root.. e d a low nitrogen fertilizer a not to bum the pruned roots). Brace tree, If deemed S. Water in thoroughly and treat with a myeorrhlza an g (p pm ) sary B DSHf tree Themot pruned r da tree should be watered every day (especially during wart. months of the eeaeon), the equlwlent of 5 gallons for every per y. 7. Root pruned trees, should be let to stand for a minimum of 6 weeks for trees leas than e' DBH and as long ., 3 month, for larger specimens prior to transplanting. 8. For beet result, and ,urA nhlp, no, root growth should be evident on root pruned tree. prior to transplanting. 9. Upon transplanting, water should be applied every day as outlined In step a for at I ... t one year. VI. Staking and Guying A. The Contractor Mall ;take all trees and psalms In ... ordenae with the tree and palm ,taking details provided within the plan drawing - Alt - - - to method. of guyimg or .taking m y be employed with the prior approval f the Landscape Architect. B. The Contractor .hall be responsible for the reppllacement o adjustment of Ill trees, palms r 'hrabe that fall or lean during the guarantee period. The Contractor ,hall be -operable for y damage ..used by the falling or leaning of tree.. C Stake. and guy. .hall be Installed Immediately upon opprowl or planting, and ,hall be ra d in accordance with the staking detail, ro pvide within the plan drawings Any tree that I, not ,table at the and o/ the waranty period .hall be rejected. Mt. Pruning A. Plants shall not be heavily pruned at the time of planting. Pruning Is, required at planting time to corect defect! In the tree structure, Including re w1 of Injured branches waterspouts auckere, and Interfering branches. Healthy low_ branches and interior .man twigs should not be rem,-d except a Gary to dear ale. and roads. In no case should more than an, of She brunching structure be -d. Retain then rmoln or shape of the plant. B. pruning shall be completed using dean, sharp tools. All cuts shall be dean and smooth, with the bark Intact,with no rough edge, or tears. C. Pruning of large troll shall be done from a hydraulic man-Ilft such that It is not necessary to climb the tree. Vlll. Mulching A. All tress, palm., shrubs and other planting, will be mulched with mulch F-Aou,ly .ppro-d by the landscape architect. The mulch shall be minimum 3' thick layer over all tree, lhmb and ground cover r r planting a unless otherwise apecifled. All uich layers shall be of the epeclfled thickness at the time of the flnal acceptance of the work. Mulch must not be placed within 3 inches of the trunks of tree,. Palms ahrub S oa. PI see mulch at I ... t 3' In depth In a circle around all tree. located In lawn a The diameter of the circle ,hall be 18' In diameter larger than the ball of the plant provided. Mulch must not be placed within 3 Inches of the trunks of tress, palm, or shrubs. DC Maintenance of Trees, Shrubs, and Vines A. Maintenance shall begin Immediately after each plant I, planted and continue until It, acceptance has been confirmed by the landscape architect B. Malntnance ,hall consist of pruning, watering. cultiwting, welding, mulching, fertiiizing, tightening d repairing guys and ,takes, r... tting plant. to prop_ ss grad . upright poeltlon, restoring of the planting !furnishingand furnishing and applying such ,prays - other materials as necessary to keep plantings free of Insect. and dl...... and In Wgorouecondition. C.Planting are,, and plants shall be protected at all time, against t...p assing and damage of all kind, for the duration of the maintenance period. If a plant become, damaged or Injured. It shall be treated or replaced as directed by the land ... pe architect at n additional coat. D. Watering: Contractor ,hall irrigate asand ... existing Irrigation facilities, If a -liable, and furnish any additional required to maintain vigorous and healthy tree growth. O"motering or flooding shall not be allowed. ra Th, contctor ,hall monitor, adjust. material, equlpm ant o water to a adequate Irrigation. Root balls of oil trees and large shrub! ,hall be ,pot watered using handheld hoses during the flat four .nth. rafter planting, a required to ensure adequate water within the root ball. E. During periods of restricted water usage an go-mmenW regulation. (permanent and temporary) ,hall be followed. The contractor may he- to transport water from ponce or other a.urca-, at no addition.[ expense to the owner when irigatlon system. are -available. F. a.m.w .an ridges from around watering basins prior to and of maintenance period, as directed by Landscape Architect u X. Acceptance A. The landscape architect .hall Inspect II work for acceptance upon written request of the contractor. The request shall be r... lved at leant ten calendar days before the anticipated date of Inspection. B. Acceptance of plant material shall be for g... r,l conformance to peclfled size, character, and quality and shall not relieve the contractor of responsibility for full conformance to the contract documents. Including ,ai ,pilots.. C. Upon .ompletion and —Inspection of all -polm o wale necessary In the judgment of the landscape architect, the landscape architect .hall certify In writing that the work has been accepted. XI. A ... ptonee In Part A. Work may be a cepted In part, when the landscape architect and contractor deem that practice to be In that, mutual Interest. Approwl must bp w Ie given in tin9 by the landscape architect to the contractor verifying that the work is to be completed in part,. A .... tan as of work in parts shall not waive any other provision of this contract. XII. Guarantee Period and Replacement. A. The guarantee period for tree, and shrubs .hall begin at the dote of acceptance. B. The contractor shall guarantee all plant materlal to be in healthy and flourishing condition for a period of ono year from the date of ceptance. C. Man work i, accepted in port,, the guarantee perloda extend from each of the partial ....ptan-, to the terminal date of the guarantee of the last acceptance. Thus, all guarantee periods terminate at ,no time. without weather conditions permit, and within a specified planting erlod all plant. determD. The contractor shall replace, t t east a t P p Pe .P P 9 considered b the Ile. plants e architect to be deed or In I condition during and at the end of the guarantee period. To 1be Y P -acceptable g guar nald_ed .... table Ipnt. shall b fro, of deed or dying branehss and p-1 eh tips and fit, bell foliage of normal quIn size and cP � PY19 P 9 y color. Re loements shall closet match ad cent s eelmen a of the same ecles Rapt shall be subject to all r uirementsstated P Y JI P sP P k eq In this .pacification. E. The guarantee of all replacement plants shall extend far an additional period of one year from the dot. of their accept.... after replacement In the . fit that a replacement plant not fief acceptable during or at the and of sold extended guarantee period, the landscape architect may elect aubeequent replacement o creditfort F. At the and of the guarantee, the contractor or roast grade, that haw settled below the proposed grade. on the drowinge. G. The contractor shall make periodic inspection,, at no extra oat during the guarantee period to determine what change,. If any, should be made In the maintenance program. If changes a recommended, they :hall be submitted In writing to the land ... pe architect Claim, by the contractor that the owners maintenance practice, or lack of maintnanea resulted to dead or dying plant, will not be considered if such claims have not been documented by the contractor during the guarantee period. An. Final Inspection and Final Acceptance At the and of the guarantee period and upon written request of the contractor, the land acope architect will Inspect II guaranteed work for final acceptance The request shall be roceIwd at least ten colander days before the anticipated late for final Inspection. Upon completion and —Inspection of all repairs or veal. ....... ry In the Judgment of the landscope architect at that time, the landscape architect ,hall certify, in writing, that the project he, r...lwd final acceptance. t-daczpe Ardhitecture Jeffrey Houghtali Registered Landscape Archi 68oi Lake Worth Rd. 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N v v u 0 +� _ m 0 s-" p O O 0 O O +� U �z y (t o V � O 0 O 0 O C) O p O00 p tea, � p o 0 � o p o� C� o x z � o o e4j V) v � \ O t o `n N •N to `' o �.o rA U iti x Ov v O o� � qo N cu vi C2 CIA. � aj cq as to o c O to ryit-- O o O •v d�Qacna Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVELOPMENT APPROVAL x 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. PART 11. GENERAL INFORMATION To be completed by all applicants. A. Project Information ARPB File # I.A.1. Project/Owner Name: Joseph and Laura Pehota I.A.2. Project Address: 996 Pelican Ln I.A.3. Project Property Legal Description See attached Legal description I.A.4. Project Description (describe in detail, including # of stories, etc.) This is a 2 Story CMU residence with 4 bedrooms, one bonus room, a 2 car garage, a covered loggia and a pool and pool deck The style of the house is Anglo Caribbean. I.A.5. Square Footage of New Structure or Addition. 3698 Architectural style: Anglo Caribbean I.A.6. Check all that apply: x Architectural/Site Plan Review _ North Ocean Boulevard Overlay (complete section B) x. Demolition of Structures (complete section C) Land Clearing (complete section D) x Special Exception (complete section E) Variance (complete section G) - Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: 8•00r NAVD Type of Foundation: Concrete Piles B. Owner Information I.B.1. Owner Address: 527 Rolling Hills Dr, Fairfield CT 06824 I.B.2. Owner Phone Number: 203-980.0213 I. B.3. Owner Signature: Fax: C. Agent Information I.C.1, Agent Name and Firm Name: Richard Brummer I.C.2. Agent Address: 7700 Congress Ave #1117, Boca Raton FI I.C.3. Agent Phone Number (0) Cell561-577.8786 Fax Richard Brummer"°��LL I.C.4. Agent Signature: 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 Town of Gulf Stream PART III. 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? RS Residential Single Family-North/South District III.A.2. Is the project compatible with the intent of the zoning district ? x Yes _ No Explain: The design consist of a single family residence that complies with the Town Zoning requirements and design criteria III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? x Yes No Explain: The design consist of a single family residence that complies with the Town Zoning Future Land Use Map Goals. III.A.4. How are ingress and egress to the property to be provided? There will be one Driveway provided for vehicular and pedestrian access to the property III.A,5. How are the following utilities being provided to the property? a. Stormwater Drainage Storm water will be retain within the property based on civil design b. Sanitary Sewer This property will provide a septic system c. Potable water This project will utilize city water d. Irrigation Water This projectwill utilize c4 water e. Electricity This project will utilize city electricity f. Telephone This project will utilize city phone service g. Gas This project will be connected to street natural gas h. Cable Television This project will utilize city cable service 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.) See attached Project description 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 (North Ocean Boulevard) right-of-way? Yes x 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? x Yes No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the Gearing 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 z No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? x 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 x No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.6.2. Describe the need and justification for the disturbance/addition: IV.B.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 No Explain: IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? IV. B.S. 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: C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? TBD IV.C.2. When are the proposed structures to be constructed? TBD IV.C.3. What is the landmark status of the structures to be demolished? The current building does not have any historic, aesthetic or artistic value 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: IV.D.2. Describe the need and justification for the removal/relocation: 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 Town of Gulf Stream E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use? Yes No Code Section: 70-72(b) 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 reduction of the FAR is within the building so public health, safety, welfare and moral are protected 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 X No Explain: The reduction to the FAR is part of the building design not affecting the neighborhood 1V.EA. How will the use be compatible with adjoining development and the character of the District where it is to be located? The reduction to the FAR is part of the building design not affecting the character of the district IV.E.5. What landscaping and screening are provided? The reduction to the FAR is part of the building design. The project will have a complying landscape design IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? x Yes No Explain: The use of the area is part of the footprint design on this project and it complies with all the regulations F. Non -Residential Projects of Greater than 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained: IV,F.2, If recreation facilities are to 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 dimensions: Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways/Aisles: Application for Development Approval, Form ADA.32000 Page 5 September 2004 OPUS HOMES d e s i g n + e n g i n e e r i n g September 27`h, 2022 Project Special Exception Required Sec. 70-72. - Special exception floor area ratio (FAR). (b) Roof projections, up to 300 square feet of roof projections (covered, unenclosed floor areas) may exceed the maximum permissible FAR subject to the following: (1) Maximum floor area. The maximum floor area in excess of FAR is 300 square feet. One or more roof projections may be approved under this special exception provided the total floor area of all projections does not exceed the maximum permitted FAR, by more than 300 square feet. (2) Specific standards for review. a. The roof projection(s) shall be compatible and complementary to the architecture of the structure and shall add appropriate architectural detail and relief to a facade. b. The roof projection(s) shall not make the structure look more massive. C. The total floor area of the roof projections shall not exceed the maximum permissible FAR by more than 300 square feet. d. For each one square foot of roof projection over the maximum permissible FAR, two square feet of roof projection must be provided that are within the maximum permissible FAR, and all shall remain forever unenclosed. e. Prior to the issuance of a certificate of occupancy or certificate of completion, the owner of the property shall prepare and record a deed restriction which, at a minimum, shall provide that all roof projection areas required to remain unenclosed as per approval of this special exception shall remain so for as long as the structure is in existence or exceeds the maximum permissible FAR. Please do not hesitate to contact us with any questions and or clarification. Best Regards, Richard Brummer Opus Homes D & E, LLC. Page 1 OPUS HOMES 455 NE 5th Avenue Suite D332, Delray Beach, FI 33483 www.opushomes.net OPUS HOMES d e s i g n + e n g i n e e r i n g September 27`h, 2022 Project description Part III, Section A.III.A.6 of application: This project consists of a new two-story CMU residence that complies with the standards of Section 66- 144. We have designed this house in consistence with the design manual as an Anglo Caribbean style house. The design of this house is harmonious and to scale with the property and the surrounding buildings, we have taken special attention to the volume of the house and created breaks to minimize the feeling of a massive block, in addition to comply with the additional second floor side setbacks. The character and design is consistent throughout keeping the materials and style. The site has been developed to create a natural flow for the residents to view and enjoy the outdoors and maintaining privacy. Driveway, pool deck and all the hardscape were design to enhance the house design, walls and landscape was added to create areas of privacy and buffer equipment. The Landscape has been designed to comply with the design guidance and create a nice filter and accents through the houses well as buffering areas with equipment. Please do not hesitate to contact us with any questions and or clarification. Best Regards, Richard Brummer Opus Homes D & E, LLC. Page 1 OPUS HOMES 455 NE 5th Avenue Suite D332, Delray Beach, A 33483 www.opushomes.net OPUS HOMES d e s i g n + e n g i n e e r i n g 996 Pelican Ln Lower Walls & Garage Door SW 7006 Pure White EAvw L.c.ta- N—bw , 255-Cl Upper Walls (siding)SW7005 Roof Windows (Aluminum) Shutters (Aluminum) SW 6463 Breaktime Interior; ExW60, Location Ntennber- 16"1 Fascia & Outriggers SW 7005 Pure White I—mr! Exterior L.wt,-Number 266-Cl page 1 OPUS HOMES 455 NE 5th Avenue Suite D332, Delray Beach, FI 33483 WWW.opushomes.net Pehota's Residence ABBREVIATIONS: A ABOVE FH FIRE HOSE POL POLISHED AFF AP ADJ ABOVE FINISH FLOOR ACCESS PANEL ADJUSTABLE FP FLG F FREPROOF ASHING FLSH NG FLOOR PSF P51 PC POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRECAST AC AHU AL T AIR CONDITIONING AIR HANDLING UNIT ALTERNATE F FLD UR FL FLOOR DRAIN FLUORESCENT FLUSH PROJ OT PROJECTION QUARRY TILE ALUM ANOD A ALUMINUM ANODIZED ANNUNCIATOR FIR DR GALV FRENCH DOOR GALVANIZED RADN RADIATOR, RADIATION APPL. APPROX ARCH APPLIQUE APPROXIMATE ARCHITECT(VRAL) GA GC GL GAUGE GENERAL CONTRACTOR GLASS, GLAZING REOD RV5 RH REQUIRED REVERSE RIGHT HAND 0 AWI AT AMER. WOODWORK INSTITUTE GYP BD GB GYPSUM BOARD GRAB BAR R1 RM RISER ROUG AWPI AMER. WE). PRESERVERS INSTITUTE RO ROUGH OPENING BM BEAM HB HOSE BIB BLK BLKG BLOCK BLOCKING HDW HIND HARDWARE HARDWOOD SCHD SCHEDULE BD BF BOARD BOTH FACES HTG HVAC HEATING HEATING/VENTILATING/AIR SEAL BE SEALANT SECTION BOT BLDCONDITIONING SO TOM BUILDING HT, HGT HEIGHT 5ERV SHY SERVICE SHEET El/0 50 B O. BS OF BY OTHERS BY OTHERS BOOT SPRAY NM HppR HS HOLLOW METAL HORIZONTAL HAND SHOWER BATH 50 51IM SHEATHING SHUT-OFF SIMILAR GAB CABINET IN INCH SL Sc SLIDING SOLID CORE CPT CARPET NCL I NCLUDE 5 SPEC SOUTH SPECIFICATION CI CAST IRON ID INSUL NSIDE DIAMETER INSULATION 50 SQUARE CK CLG CAULK CEILING INT INTERIOR SF SQUARE FOOT CH CEILING HEIGHT JT JOINT 55TL STD STAINLESS STEEL STANDARD GEM C-C CEMENT CENTER TO CENTER JB JUNCTION BOX 5TL STR STEEL STRUCTURAL CL CENTERLINE KO KNOCK OUT 5U5 SUSPENDED CER CT C CERAMIC CERAMIC TILE CHANNEL LB LAV LABEL LAVATORY SW SYM SWITCH SYMMETRICAL CLR CL CJT CLEAR CLOSET CONTROL JOINT # L14 LTG POUND LEFT HAND LIGHTING TEL TELEPHONE COL COLUMN LW LIGHT WEIGHT TEMP TFG TEMPERED TEMPERED FIXED GLASS COMB CONC COMBINATION CONCRETE MFGR MANUFACTURER THK T4G THICK TONGUE 4 GROOVE CMU COUST CONCRETE MASONRY UNIT CONSTRUCTION MIS MASONRY TtB TOP E BOTTOM CON JT CONSTRUCTION JOINT MO MAT MASONRY OPENING MATERIAL T/0 TC TOP OF TOP OF CURB CONT CONTR CONTINUOUS CONTRACTOR MAX MAXIMUM TW TOP OF WALL CLL CONTRACT LIMIT LINE MECH MEMB MECHANICAL MEMBRANE TRP 4Tgft&RITERS LABORATORIES CFL COUNTERFLASHING MTL METAL TP TOILET PAPER HOLDER CT CRS COUNTERSINK COURSE MEZZ MINK MEZZANINE MILLWORK UC UNDERCUT DS DOWN SPOUT MIN MISC MINIMUM MISCELLANEOUS {UNF UNFINISHED DP DBL DAMPPROOFING DOUBLE MILL MULLION UTIL U.S.P. UTILITY UNDER SEPERATE PERMIT DTL DIAG DETAIL DIAGONAL NOM N NOMINAL NORTH DIA DUFF DAMETER DIFFUSER NIC NT9 NOT IN CONTRACT NOT TO SCALE VB VNR VAPOR BARRIER VENEER DIM da DIMENSION DITTO NO. - # NUMBER VENT- VERT VENTILATION VERTICAL DR ON DOOR DOWN OC OPG ON CENTER OPENING WF WALL FABRIC D DWG DRAIN DRAWING OPP OD OPPOSITE OUTSIDE DIAMETER WP WT WATERPROOFING WEIGHT EA EACH OA OH OVERALL OVERHEAD W WI WIN WEST WDTH WIDE E EJ EAST EXPANSION JOINT PINT PAINT W/ WIND! WITH ELEC EL ELECTRICAL / ELECTRIC ELEVATION PR PNL PAR PANEL IN 0 WD WITHOUT WOOD EMER ENG EMERGENCY ENGINEER PTN PLAS PARTITION PLASTER WB WOOD BASE EQ - EQUIP EQUAL EQUIPMENT PLAM PL PLASTIC LAMINATE PLATE EST EX H ESTtMATE(D) EXHAUST PLYWD PT PLYWOOD PRESSURE TREATED EXI5T EXP EXISTING EXPANSION EXT EXTERIOR FT FEET FIN FINISH CLIENT JOSEPI-I $ LAURA PEOOTA 527 ROLLING PILLS DRIVE FAIRFIELD, CT 06324 TELEPHONE: 203-980-0213 DESIGNER OPUS HOMES DESIGN t ENGINEERING 455 NE 5TH AVENUE SUITE D-332 DELRAY BEACH, FL 33483 TELEPHONE: 561-577-8786 ELECTRICAL NOTES, I. ALL FIXTURE AND OUTLET LOCATIONS SHALL BE VERIFIED AND COORDINATED WITH STRUCTURAL ELEMENTS 2, CONTRACTOR SHALL VERIFY W/ FP4L LOCATION OF SERVICE. LOCATE METER, DISCONNECT t PANEL ACCORDINGLY. 3, ALL ELECTRICAL WORK SHALL BE PREFORMED BASED ON THE N.E.C. AND ALL APPLICABLE CODES 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 5. UNLESS OTHERWISE NOTED, ALL CONDJCTORS SHALL BE COPPER WITH 'THW' INSULATION FOR SIZE #10 AND SMALLER. CONDUCTORS LARGER THAN #10 544ALL HAVE 'THW' INSULATION. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID. ALL CONDUCTORS #0 AND LARGER SHALL BE STANDARD, 6. ALL RECEPTACLES INSTALLED OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER. 7. ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE. B. SMOKE DETECTORS SHALL BE INSTALLED ON THE CEILING AT BOTTOM OF STAIRS AND AT THE TOP LANDINGS 9, SMOKE DETECTORS TO BE POWERED BY HOUSE ELECTRICAL SERVICE WITH BATTERY BACK-UP, VISIBLE 'POWER -ON' INDICATOR AND A TEST BUTTON. ALL SMOKE DETECTORS TO BE INTERCONNECTED AND MUST SIGNAL SIMULTANEOUSLY WITH TEMPORAL SOUND. 10. CONTRACTOR SHALL VERIFY WITH FP4L THE LOCATIONS OF SERVICE AND SHALL LOCATE METER AND PANEL ACCORDINGLY, II. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 12. PROVIDE G.F.I. OUTLETS IN GARAGE, AND LIGHTING FIXTURES WITHIN 5'-0' OF SWIMMING POOL EDGE. 13. ALL BRANCH CIRCUITS SHALL BE IN RACEWAY OR NON-METALLIC SHEATHED CABLE. 14. ALL CONDUCTORS SHALL BE COPPER, UA0. CONDUCTORS #S AND SMALLER SHALL HAVE T.W. INSULATION: CONDUCTORS LARGER THAN #0 SHALL HAVE T.A W. INSULATION. 15. INSTALL ELECTRICAL SWITCHES 46' A.F.F. UNLESS OTHERWISE NOTED, 16. ALL RECEPTACLES SHALL BE INSTALLED 12' A.F F. UNLESS OTHERWISE NOTED. 17, CLOSET LIGHTING SHALL BE MIN. 16' CLEAR FROM EDGE OF SHELVES. PLUMBING NOTES I. SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BT THE BUILDING OFFICIAL. 2. WATER LINES SHALL BE COPPER (UNLESS NOTED OTHERWISE). 3. CONDENSE LINES SHALL BE 3/4' 0 PVC (SCHEDULE IC),INSULATED WITH 1/2' AMAFLEX. 4. HOT WATER LINES INSULATED WITH i' AMAFLEX ABOVE. 5. PROVIDE AIR CHAMBER WITH ALL WATER SUPPLIES. 6. COPPER WATER LINES RUN UNDER SLAB SHALL BE PROTECTED BY MINIMUM OF 12' OF EARTH COVER, I" ARMAFLEX (HOT WATER ONLY) AND SLEEVED TO 12' ABOVE SLAB. ]. PROVIDE CONDENSE DRIP PAN UNDERNEATH ELECTRIC WATER HEATERS. METAL PANS SHALL BE GALVANIZED AND RUSTPROOF. PROVIDE DRAIN LINE FROM DRIP PAN TO EXTERIOR OF BUILDING, S. SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF (25') GALLONS PER MINUTE EACH, 9. HOSE BIBS TO BE PROVIDED WITH BACK FLOW PREVENTER. 10, ELECTRIC WATER HEATER SHALL HAVE A STAND BY LOSS NOT TO EXCEED 4.0 WATTS PER SQUARE FOOT TO TANK SERVICE AREA 11, PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED. (SEE BUILDER TO VERIFY) 12. ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL SUBCONTRACTOR AND SHALL BE PERMITTED SEPARATELY. SEE POOL 5UBCONTRACTOR'S ENGINEERED SHOP DRAWING. PLUMBING CONTRACTOR SHALL PROVIDE (2) TWO COPIES OF THE 'AS -BUILT' PLUMBING RI5ER DIAGRAM TO THE ARCHITECT OF RECORD, 13. THE PLUMBING SUBCONTRACTOR SHALL PROVIDE A HOSE BIB AT THE POOL EQUIPMENT LOCATION (VERIFY LOCATION WITH OWNER) AND SHALL LOCATE A POOL -FILL LINE WITH A VACUUM BREAKER. PLUMBING SUBCONTRACTOR SHALL COORDINATE WITH POOL SUBCONTRACTOR AND SHALL ALSO PROVIDE A LINE, TIED DIRECTLY FROM THE 'FILL' LOCATION, UNDER POOL DECK (SLEEVED IN PVC PIPE) INTO TILE BAND AREA OF POOL AND COORDINATE SAME WITH SUBCONTRACTOR. 14. ALL CLEAN OUTS UP TO GRADE. 15. OF NO VENT STACKS SHALL PA55 THROUGH ROCRICKETS OR VALLEYS. 16. SIZE AND LOCATION OF CLEAN OUTS SHALL CONFORM TO ALL LOCAL BUILDING CODE. 17 FIXTURE SUPPLY SIZES SHALL CONFORM TO ALL LOCAL BUILDING CODE. IB. PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION. STRUCTURAL TUf"IAY CONSULTING ENGINEERS INC. 3500 NW 2ND AVE #708, BOCA ARATON FL 33431 TELEPHONE: 561-3q1-6227 GENERAL NOTES: I. CONSTRUCTION SHALL FOLLOW 'FM C. 2020 TTH EDITION' AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. BUILDER SHOULD COORDINATE ALL THE WORK OF ALL THE TRADES. 3. BUILDER, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC, PRIOR TO STARTING ANY WORK AND WITHIN SEVEN (7) CALENDAR DAYS OF BUILDER'S RECEIPT OF THESE PLANS SHALL NOTIFY ARCHITECT OF RECORD (IN WRITING ONLY) OF ANY AND ALL DISCREPANCIES (WHETHER DISCREPANCIES ARE ERRORS OF COMMISSION OR OMISSION OR NOT). OTHERWISE ARCHITECT OF RECORD WILL NOT A55UME ANY RESPON51BILITY FOR ANY ERRORS, AND THE BUILDER, SUBCONTRACTOR, SUPPLIER, ETC. SHALL ASSUME FULL RESPONSIBILITY FOR ANY ERRORS AND CDRRECT ERRORS AT THEIR OWN EXPENSE. 4. TO THE BEST OF MY KNOWLEDGE AND ABILITY THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REGUIREMENTS OF THE FLORIDA MODEL ENERGY CODE, CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN tT'S ENTIRELY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF 71415 CODE WHICH MAY BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. $. SITE WORK. FILL UNDER ALL SLABS SHALL BE CLEAN SAND AND SHALL BE COMPACTED TO A MINIMUM OF 95% AND A MAXIMUM DENSITY AS PER ASTM D-1557, CONTRACTOR SHALL VERIFY UNDER COMPACTION. ALLOWABLE SOIL BEARING PRESSURE 2500 P.S.F. MIN, 6. WOOD: ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR -LARCH N0.2 OR BETTER. ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRE55URE TREATED, SHOP DRAWINGS AND DE51GN CALCULATIONS FOR ROOF TRUSSES BEARING THE SIGNATURE AND SEAL OF A FLORIDA REGISTERED ENGINEER SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 7, DOORS AND WINDOW5: WINDOWS INDICATED WITH (E) MUST BE MANUFACTURED TO CONFORM WITH THE BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS, ALL SLIDING GLA55 D.^ORS SHALL BE TEMPERED. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS COMPLIANCE WITH FLORIDA STATE MODEL LADE SECTION 502.4. WINDOW AND DOOR MANUFACTURERS SHALL ALSO COORDINATE WITH BUILDER FIELD VERIFY ALL OPENING SIZES PRIOR TO FABRICATION. B. THE ARCHITECT OF RECORD RESERVES, MAINTAINS AND RETAINS ITS COMMON LAW COPYRIGHT RIGHTS AND ANY OTHER RIGHTS (EXPRESSED AND/IMPLIED) IN THESE PLANS, DESIGNS, IDEAS, SPECIFICATIONS, ETC. THESE PLANS, IDEAS, DESIGNS, ETC. ARE NOT TO BE REPRODUCED, COPIED, DUPLICATED, ETC. IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT OF RECORD NOR ARE THEY TO BE LOANED OR ASSIGNED TO ANY PERSONS, FIRMS, ASSOCIATIONS, CORPORATIONS, ETC. WITHOUT FIRST OBTAINING A WRITTEN P ERM ISSION FROM THE ARCHITECT OF RECORD IN EACH AND EVERT INSTANCE. 9, ANY CHANGES, REVISIONS, ALTERATIONS, ETC, REQUIRED TO THESE PLANS, DRAWINGS, SPECIFICATIONS, ETC. SHALL BE REOUESTED IN WRITING ONLY BY THE BUILDER OR BY THE OWNER TO THE ARCHITECT OF RECORD ANY CHANGES, REVISIONS, ALTERATIONS, DEVIATIONS, ETC. NOT MADE BY THE ARCHITECT OF RECORD (IN WRITING ONLY) WILL FULLY, UNCONDITIONALLY AND TOTALLY RELEASE THE ARCHITECT OF RECORD FROM ANY AND ALL RESPONSIBILITY, CLAIMS AGAINST THE ARCHITECT OF RECORD FOR CULPABILITY, ETC. FROM THE DATE SHOWN ON THE PLANS ORIGIN UN71L THE END OF TIME. 10. BUILDER SHALL PROVIDE INSULATION AS PER ENERGY CALCULATIONS AND/OR PLAN SPECIFICATIONS. 11, ALL MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS SHALL BE INSTALLED WITH MANUFACTURERS RECOMMEND AND SPECIFICATIONS. 12. APPROVED MANUF. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS AND SPECIFICATIONS FOUND IN THESE PLANS. DEVIATIONS FROM THESE PLANS, SPECIFICATIONS AND NOTES MU57 CONFORM TO LOCAL BUILDING CODE REQUIREMENTS. AND MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION 13, NO ONE SHALL ASSUME ANY DIMENSION BY DIRECTLY SCALING CONSTRUCTION DOCUMENTS OR AN REPRODUCTIONS AND SAME. IF ANY ADDITIONAL DIMENSIONS ARE REQUIRED BY CONTRACTOR AND/OR RESIDENT, CONTACT THE ARCHITECT OF RECORD FOR VERIFICATION. OTHERWISE, THE ARCHITECT OF RECORD WILL NOT ASSUME ANY RESPONSIBILITY FOR ANY ERROR NOR WILL THEY CORRECT ANY ERROR AT THEIR EXPENSE. 14. ALL WINDOWS USED AS EMERGENCY EGRESS OPENING TO COMPLY WITH F.BC. 2020 7TP EDITION. I5. ALL SHOWER ENCLOSURES AND DOORS TO HAVE TEMPERED GLASS. 16. ALL SLIDING GLASS DOORS TO NAVE TEMPERED GLASS. 17. GLAZING CONTRACTOR SHALL INSTALL ALL GLA55 IN ACCORDANCE WITH F.B.0 2020 7TH EDITION. 15, ALL EXTERIOR FIXED GLASS (EXCEPT AT WINDOWS) AND ALL INTERIOR FIXED GLASS SHALL HAVE TEMPERED GLASS, 19. ALL SHOWERS MUST BE EQUIPPED WITH ANTI-5CALE FAUCETS 6ENERAL FLOOR PLAN NOTES: I. SEE FOUND, PLAN FOR SLAB STEPS t SLOPES t FOR CO.UIMNS,FILLED BLOCK CELLS, ETC. 2. VERIFY ALL MASONRY t NO, FRAME OPENING SIZES TO FIT DOORS 4 WINDOWS BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS, 3. USE WATER-RESISTANT GYP. BOARD IN ALL BATHROOMS 4 OTHER NET AREAS. 4. PROVIDE WOOD BACKING BEHIND CABINETS, SHELVES, BATH ACCESSORIES, ETC. 5. ALL ATTIC SPACES AND SPACES ABOVE CEILING SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT TO EXCEED 3, 000 5.F. BY DRAFT STOPS, PROVIDE A 22'X56" (MIN) ATTIC ACCESS INTO EACH SPACE DIVIDED BY A DRAFT STOP. (SEE DTL SHEET) LANDSCAPE DAN CARTER LANDSCAPE ARCHITECT 74 NE 5TH AVENUE DELRAY BEACH, FL 33483 TELEPHONE: 561-272-9621 CIVIL ENGINEER ENVIRODESIGN ASSOCIATES INC. 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 INDEX OF DRAWINGS GHQ7 COWD" COVER SHEET SITE PLAN GROUND FLOOR PLAN SECOND FLOOR PLAN ENLARGED c DETAILS - OPUS HOMES COLOR RENDERINGS COLOR RENDERINGS 6H (f� - �] } z mo = r6� "'- F-� LJ - W mm - :r:3^ V1 z U r.. I _,- E- DRAINAGE PLAN DRAINAGE DETAILS DRAINAGE NOTES SEPTIC PLAN SEPTIC NOTES AND DETAILS SITE POLLUTION MITIGATION PLAN LANDSCAPE PLAN IRRIGATION PLAN EXI5TING TREE PLAN _ REVISIONS. SUBMITTALS: ARPB 09.30.22 SUBMISSION: PROJECT tt. 21-:010 DESIGNER. RB DRAWN BY. RB/KR LAND SURVEYOR REVEW RB LANDTEC SURVEYING COVER 481 E. PILLSBORO BLVD. SI-IFFY STE 100-A DEERFIELD BEACH, FL 33441 TELEPHONE: 561-367-3587 CVR RETAINING WALL. REFER TO CIVIL DRAWINGS 48" HIGH ABOVE GRADE ALUMINUM FENCE TO COMPLT WITH POOL ENCLOSURE REQUIREMENTS POOL PUMP 4 GAS POOL HEATER, CONTRACTOR TO COORDINATE SIZE AND LOCATION PRIOR TO INSTALLATION GAS TANK -LESS WATER HEATER 41 36"x48' ALUMINUM GATE WITH 48 HIGH ABOVE GRADE FENCE TO COMPLY WITH POOL ENCLOSURE REQUIREMENTS V-0' HIGH ABOVE GRADE MASONRY WALL WITH SMOOTH STUCCO FINISH. REFER TO STRUCTURAL DRAWINGS SITO PLAN NOTIM I. LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM W ABOVE CROWN OF ROAD, 2 LOT DRAINAGE SHALL BE AS ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 3 LANDSCAPING, IRRIGATION, SERMING, ETC., SHALL BE AS ALL LOCAL CODE5, REGULATIONS, RESTRICTIONS PAVING JURISDICTION, AND FURTHER, AS SELECTED AND DIRECTED BY BUILDER, DRIVEWAYS, WALKWAYS, SLAB ON GRADE, POOL DECKS, SWIMMING POOL ARE BY OTHERS AND PERMITTED SEPARATELY 4. SWIMMING POOL, DECK, SPA, ETC., BY OTHERS, SEE POOL SUBCONTRACTORS ENGINEERED 5HOP DRAWINGS. PERMITTED SEPARATELY. SEE OWNER, 5 LAND SURVEYOR SHALL VERIFY LOCATION OF HOUSE ON SITE AND ANY OCCURRING SETBACK ENCROACHMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ANY WORK BEING DONE. 6 517E PLAN AS DRAWN REFLECTS ARCHITECTS CONCEPTION OF OVERALL SITE LAYOUT AND FEATURES, AND MAY NOT NECESSARILY BE AN AC{URATE REPRESENTATION OF THE BUILDERS STANDARD INCLUDED FEATURES OR LAYOUT AND DESIGN. N88'4709 W NEW DOCK 72.0V(L) (BY OTHERS U.S.P.) -__ PROPERTY LINE (0" s --' - SEAWALL BELOW PROVIDE DECK ABODE I-„_-'-'- I FIRE PIT I PLANTER R F' - - - ! s h 12' l R If POOL DECK I 1 ( Oa PAVERS ON CONC. F (BY OTHERS) REFER TO O_ LANDSCAPE I I $ DRAWINGS I I ie' % 1'4}"pOOL, SUNSHEL(BY OTHERS U.S.P ffIlAl 1 � ' REAR SETBACK -- ------------ w g S a�a SIPROVIDED DE SETBACK Z-O I 7rRETAINING WALL. REFER TO CIVIL DRAWINGS GAS GRILL i I IIL_J POSED TY(O' K` ___STORY ¢,�•'IU i � 11ESIDEN6E ` `•F1N.FLR ll I i ❑ 15,_7j„ 16ROVIDED / I REAR SETBACK II �y-�- a—�uuuuui mCONCRETE O 5TEPPING SEPTIC SYSTEM STONES. I`+ AREA REFER TO REFER TO LAND m CIVIL DRAWING5ORAWSNGSE � 0 \ a I __•�__-__-__-J_ P EL I C A N L A N E IS' ASPHALT ROADWAY 20' RIGHT OF WAY (PER PLAT) CONCRETE STEPPING STONES. REFER TO LANDSCAPE DRAWINGS OUTDOOR SHOWER GA5 TANK -LESS WATER HEATER C2 48' HIGH ABOVE GRADE ALUMINUM FENCE TO COMPLY WITH POOL ENCLOSURE ✓Y REOU I REMENT5 TRASH BINS (2)3'0"x48' ALUMINUM GATES WITH 46" HIGH ABOVE GRADE FENCE TO COMPLY WITH POOL ENCLOSURE REQUIREMENTS �I j---ELECTRICAL SERVICE. — — — — — — — CONTRACTOR TO 1 COORDINATE SIZE AND LOCATION WITH FPL PRIOR TO INSTALLATION 1 I 7-_Q.. _ TOWN OF GULF STREAM SITE DATA TABLE _ LOT AREA IOQ14 5.F. FAR AI ATION EXISTING DEMO NEW NET let FLOOR LIVING CEILING OVER IS' 2,Id FLOOR LIVING S.F. 5.F. S.F. S.F. S.F. S.F. S F S.F. SF 1989 S.F. 31 S.F. 934 S.F. TOTAL LIVING S.F. S.F. 5.F. 2954 5.F, 1s1 FLOOR COVERED S.F. S.F. 5 F ♦ 291 S.F. 2d FLOOR COVERED 5.F. 1 5.F. S.F. 0 S.F. TOTAL COVERED 5, F. S.F. S.F. 2915. F, GARAGE 5,F. 5.F. S.F. 453 5.F. GROSS FLOOR AREA OUT BUILDING S.F. 5.F. S.F. 5.F. 5.F. 5.F. 3698 S,F, 0 5.F. COVERED AREA SPECIAL EXCEPTION REDUCTION SECTION 70-72(b) -97 S.F. TOTAL F.A.R. PROPOSED UOI S.F. FIRST 20,000 x 33 3602 S.F. OVER 20,000 x .20 0 S.F. TOTAL ALLOWABLE F A.R. PER MANUAL 3602 S. F. 51TE NOTE5: • ALL LANDSCAPE TO BE COORDINATE BETWEEN OWNER AND GO • COORDINATE LANDSCAPE FOR EQUIPMENT BUFFER. • FENCE/GATE AT PROPERTY LINE TO COMPLY WITH POOL BARRIER CODE REQUI REMENT5. • G.G. TO COORDINATE ALL EQUIPMENT PADS TO BE V ABOVE FEMA BASE FLOOD ELEVATION + I FOOT. • SEPTIC SYSTEM DESIGN BY OTHERS. G.G. TO COORDINATE LOCATION WITH DRIVEWAY AND LANDSCAPE. REFER TO CIVIL DRAWINGS. Proposed Site Plan Scale: TOTAL HARDSCAPE AREA - 6184 5.1. INCLUDING BUILDING 57 X REQUIRED LANDSCAPE AREA (40X) 43" 5.F. ACTUAL % OPEN SPACE LANDSCAPE AREA 4730 S.F. MAX. 2W FLOOR AREA ALLOWED 50 % 2733 x 0.50 . 1347 i367 S.F. MAX. 2M FLOOR AREA PROVIDED 934 S.F. ARCHITECTURAL STYLE A14GLO CARIBBEAN ZONING DISTRICT RS N/5 RESIDENTIAL SINGLE FAMILY - NORTH/SOUTH DISTRICT BUILDING HEIGHT EL,20-9 I/4" 2ND FLOOR MAX. BEAM HEIGHT EL.+21'-0" GROUND FLOOR FINISH FLOOR ELEVATION e.00- N.A. V.D. SECOND FLOOR FINISH FLOOR ELEVATION 2000' N.A.V,D. LE&AL DESCRIPTION: PARCEL 1: A PARCEL OF LAND IN SECTION 9, TOWNSHIP 46 SOUTH, RANGE 43 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE NORTH LINE OF LOT 2S OF THE 51JBDIVISION OF SAID SECTION 9, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 8, PAGE 40, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, AT A DISTANCE OF 133 WESTERLY, MEASURED ALONG THE NORTH LINE OF SAID LOT 25, FROM THE NORTHEAST CORNER THEREOF; THENCE WESTERLY, ALONG THE NORTH LINE OF SAID LOT 25, BEING ALSO THE SOUTH LINE OF A 20 FOOT ROAD AS SHOWN ON SAID PLAT, A DISTANCE OF 94.50 FEET; THENCE SOUTHERLY, PARALLEL TO THE EAST LINE OF SAID LOT 25, A DISTANCE OF 107 FEET, MORE OR LESS, TO THE WATERS EDGE ALONG THE NORTH LINE OF A YACHT BASIN; THENCE EASTERLY, ALONG THE WATERS OF SAID YACHT BASIN, A DISTANCE OF 94.52 FEE, MORE OR LESS, TO A POINT IN A LINE RUNNING SOUTHERLY FROM THE POINT OF BEGINNING PARALLEL TO THE EAST LINE OF SAID LOT 25; THENCE NORTHERLY ALONG SAID PARALLEL LINE, A DISTANCE OF 109 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. PARCEL 2 AREA LYING BETWEEN THE PROPERTY LINE AND THE EXISTING SEAWALL A PARCEL OF LAND LYING IN SECTION 9, TOWNSHIP 46 SOUTH, RANGE 43 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 25 OF THE SUBDIVISION OF SAID SECTION 9, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 8, PAGE 40, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORDA, AT A DISTANCE OF 133 FEET WESTERLY, MEASURED ALONG THE NORTH LINE OF SAID LOT 25, FROM THE NORTHEAST CORNER THEREOF; THENCE WESTERLY, ALONG THE NORTH LINE OF SAID LOT 25, BEING AL50 THE SOUTH LINE OF A 20. DO FOOT ROAD AS. SHOWN ON SAID PLAT, A DISTANCE OF 94.50 TO A POINT, THENCE SOUTH 0'10'IB' EAST, A DISTANCE OF 107.00 FEET TO A POINT; SAID POINT BEING TO THE POINT OF BEGINNING, THENCE WITH A BEARING OF S. 58'47'08' E., A DISTANCE OF 94.52 FEET TO A POINT; THENCE 5. 00-10'(B° E, A DISTANCE OF I.5 FEET MORE OR LESS TO THE SOUTHERLY EDGE OF THE EXISTING CONCRETE SEAWALL; THENCE WITH A BEARING OF 5. 74'18'19' W. ALONG THE SOUTHERLY EDGE OF THE SEAWALL A DISTANCE OF 23.37 FEET; THENCE WITH A BEARING OF N. 88'47'08' A , ALONG THE SOUTHERLY EDGE OF THE SEAWALL, A DISTANCE OF 72.00 FEET TO A POINT; THENCE N. DO'IO'IB' W., A DISTANCE 8.3 FEET MORE OR LESS TO THE POINT OF BEGINNING. PROPERTY ADDRE55: 996 PELICAN LANE GULF STREAM, FL 33483 FLOOD ZONE: AE FLOOD MAP: 12099C PANEL. 0"181 SUFFIX" F PANEL DATE: 70/06/2017 BASE FLOOD ELEVATION OR DEPTH: 6 NAVD 1985 COMMUNITY NUMBER. 125109 )ROOF PROJECTIONS. UP TO 300 SQUARE FEET OF ROOF PROJECTIONS OVERED, UNENCLOSED FLOOR AREAS) MAY EXCEED THE MAXIMUM RMIS51BLE FAR SUBJECT TO THE FOLLOWING: ()MAXIMUM FLOOR AREA. THE MAXIMUM FLOOR AREA IN EXCESS OF FAR 15 300 SQUARE FEET. ONE OR MORE ROOF PROJECTIONS MAY BE APPROVED UNDER THI5 SPECIAL EXCEPTION PROVIDED THE TOTAL FLOOR AREA OF ALL PROJECTIONS DOES NOT EXCEED THE MAXIMUM PERMITTED FAR, BY MORE THAN 300 SQUARE FEET. 2)SPECIFIC STANDARDS FOR REVIEW. THE ROOF PROJECTIONS) SHALL BE COMPATIBLE AND COMPLEMENTARY TO THE ARCHITECTURE OF THE STRUCTURE AND SHALL ADD APPROPRIATE ARCHITECTURAL DETAIL AND RELIEF TO A FACADE. THE ROOF PROJECTION(5) SHALL NOT MAKE THE STRUCTURE LOOK MORE MASSIVE. THE TOTAL FLOOR AREA OF THE ROOF PROJECTIONS SHALL NOT EXCEED THE MAXIMUM PERMISSIBLE FAR BY MORE THAN 300 SQUARE FEET . FOR EACH ONE SQUARE FOOT OF ROOF PROJECTION OVER THE MAXIML PERMISSIBLE FAR, TWO SQUARE FEET OF ROOF PROJECTION MUST SE PROVIDED THAT ARE WITHIN THE MAXIMUM PERMISSIBLE FAR, AND AL SHALL REMAIN FOREVER UNENCL05ED. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION, THE OWNER OF THE PROPERTY SHALL PREPARE AND RECORD A DEED RESTRICTION WHICH, AT A MINIMUM, SHALL PROVIDE THAT ALL ROOF PROJECTION AREAS REQUIRED TO REMAIN UNENCLOSED AS PER APPROVAL OF THIS SPECIAL EXCEPTION SHALL REMAIN 50 FOR AS LONG AS THE STRUCTURE 15 IN EXISTENCE OPUS HOMES W O Z z LL 0 Jy tu _va.nn V/ U- W 0 � V tL 0 13 �r�/ISIONS. SUBMITTALS: ARPB 09.30.22 SUBMISSION: PROJECT sl 21-1010 DESIGNER: RB DRAWN BY. RB/KR PLAN RS REVIEW SITE PLAN P-1 / / I i SPA SPILL ®, ovER POOL 25,x12,4„ Iih15ED SP,� POOL POOL IMCK I I I -- ---------------L— SUIdSI1eLP I MCK I / — — — — — — — — — — — — — J- ------ - - - - - - - - - - - - - - - - - - - - -t / I / / I ROOWN SCREEN ENCLOSURE, OD LINE INDICATED Ili COORDINATE ©Q / EDGE OF V / / I BALCONY ABOVE p W"IA ---- �o - DWI I I _LJ LJ— _________ __ _---____ __ 1 MAVER -------- ------ -------------- 5EE CABINET SHOP z j _ SEDR,OOM DRAWING5 FOR FINAL a, CABINET DI -ENSIGNS LLI IOA CLG. AND DE51GN KITCHEN DININ6 100 CLG. N 2 00) cSS I 10• CLG. 10° CLG. L-------------J �36°j AFF I- I 10° CLG. &BEAT 15LA�'O I 1ROOM w I N I Rt5 Rt5 O OHO r_EE a _ZIP OUEis SINK OU Fi U I K W/DISP - a a I HIS, �W/ 42'REF _ __ ________ a rc ;+ CLOSE}' -------t-/ 1 --- HCR 10°CLGI WI _ o a CLOSET - E'w h, I 100CLG. ROE ______�_\/ 9°CLG. L90CLGY G u a F LINE INDICATES IG^y Gq CLGw 8 p g N I EDGE OF SECOND u.3 F J I TEMP FLOOR ABOVE GLA55 a u rd L---- - LINEN DOOR UP WC SINK WASH DRY WATER NEATER. I 3 LA GAS TANK -LESS CONTRACTOR �n COORDINATE SI1 E ZE I _ FOYER C LOCATION 22°CLG. - r G.C. TO COORDINATE o II Om E'ATHR SAFETY ! w ________ P MASTER - ______ 21°VUTT}�gM RAF LLF IO CLG. GLA55 4" 9°CLG N a----------------� PROVIDER -II �`\ ��ATTIC 0° O �1 INSULATION AT L _ — JACCESS LAV lAV III SHOWER N ENTRY STORA6E GARAGE WAILS TTP. ELEC PANEL B 'GAR ELEC f q PANEL L1-------- 6AR468IIo• cLG. _L�--------- b' — _ r — — — — _ _ _ — — — , I I I I I I PROVIDE 5/8" TYPE 'W LVENT R GARAGE FLO D DRYWALL ! R-II 36'v46° CONCRETE CALCULATIONS ROOMINSULATION AT STOOP. REFER TO IO°CLG. F. / 200 SF. ER GARAGECEILING STRUCTURAL - 3VENTSDRAWING5 DVENTSRUCTURAL MNS PROVIDE FLOOD VENT ----—_-------_------�— —.— —R€FSR TO _--_-- — DETAIL 2' GA L--__--_--------_.----_---J_----2—''GARAGE RAGE --_J q�pRRAIN �,. DOOR RAIN ______ OUTDOOR SHOWER GAS TANK -LESS WATER HEATER. CONTRACTOR TO COORDINATE SIZE 4 LOCATION I' I W."" CONCRETE STOOP. REFER TO STRUCTURAL DRAWINGS i II ❑ sJ I N I a Hi � I m Z -3m imp I PROVIDE FLOOD VENT. REFER TO DETAIL PROVIDE FLOOD VENT REFER TO DETAIL ELECTRICAL ' SERV ICE. CONTRACTOR TO COORDINATE I WITH FPL SIZE ! LOCATION PRIOR TO INSTALLATION Proposed Ground Fig'ar Plan Scala: 14=1- I I I I I I I OPUS HOMES REVISION5: SUBMITTALS. ARPB O?.30.22 SUBMISSION. PROJECT 21-1010 DESIGNER: RB DRAWN BY: RB/KR PLAN RB REVIEW: GROUND FLOOR PLAN P-2 Proposed Second Floor Plan Scale: TFV=1'-w OPUS HOMES U � w W a - W } - Z am Q; F Q 0 W z Z U-- Q�� Q to Lu U � �JI WL Ci YL � 0 Z 0 REV 1510N5: SUBMITTALS ARPS 09.30.22 SUBMISSION. PROJECT ' 21-IOIOI DESIGNER. RB DRAWN BY: R5/KR PLAN R8 REVIEW: SECOND FLOOR PLAN P-3 OPUS HOMES z ° I —I g W r71 Z a° z w>,= o to a i� w O z Z LL a�Q Lu v� w u- O .o O z� Iw L z K O REVISIONS: SUBMITTALS. ARPS 09.30.22 SUBI" I15SION. PROJECT tt. 21-1010 DESIGNER: RB DRAWN BY. RB/KR PLAN Re REVIEN. Roof Plan Scale: 4'=1 -0 ROOF PLAN P-4 FFM I LIGHT FIXTURE HARBOR HINKLEY ELEVATION NOTES IA FLAT CEMENT ROOF TLE. INSTALLED PER MANUFACTURER 5PEOFICATIONS L I DECORATIVE ALUMINUM SHUTTERS -E-1 I SMOOTH STUCCO FINISH. M1 1 2" OVER 4° SMOOTH STUCCO BAND C 1 2" SMOOTH. STUCCO BAND N 1 6'-0" HIGH ABOVE GRADE MASONRY GARDEN WALL WITH SMOOTH STUCCO FINISH D I STUCCO FINISH TO SIMULATE 6" 51DING PAINTED P IMPACT RESISTANT WINCOW AND DOOR (WHITE FINISH) REFER TO SCHEDULE E 1 4° STUCCO BAND WITH I" EXTRUSION O INSULATED METAL GARAGE DOOR WITH APPLIED PAINTED CYPRESS VENEER F I 3" SMOOTH STUCCO BAND AROUND WINDOWS R 4" SMOOTH 57UCCO WINDOW SILL C HIGH DENSITY WITH HARD COAT PAINTED OUTRIGGERS S I' SMOOTH STUCCO FRIEZE BOARD AT SOFFIT - TYPICAL H 39" HIGH ALUMINUM/GLASS RAILING WHITE COATED FINISH; T HIGH DENSITY WITH HARD COAT DECO BRACKET U 33" HIGH ALUMINUM RAILING WHITE COATED FINISH U 45' HIGH ABOVE FINISH GRADE ALUMINUM FENCE WHITE COATED FINISH I K DECORATIVE LIGHT FIXTURES. REFER TO OWNER FOR SELECTION V DECORATIVE BRACKETS Proposed North Elevation Scale: 1 /4"=1-0" Proposed South Elevation Scale: 1/4"=1'-7 T.O.BEAM ,. EL.+2.'-0' T.O.TRU550 EL.+I2'-0-0 T O.BEAM T O.S AB EL.+O -0"v OPUS HOMES v z REVISIONS: SUBYITTALSi ARPB 09.30.22 5UBYISSION: PROJECT u: 21-I0I0 DESIGNER: RB DRAWN BY: RB/KR PLAN RB REV EN: NORTH SOUTH LEVATION`✓ P-5 T O.BEAM _ _ T.O.+12'TRU55 EL.-0'� T.O.BEAM ,. -77 LLJ ,t P \ E \ __—_ __—_.____ ______— I LIGHT FIXTURE I HARBOR HINKLEY ELEVATION NOTES A FLAT CEMENT ROOF TILE, INSTALLED PER MANUFACTURER SPEGIFiCATIONS I L I DECORATIVE ALUMINUM SHUTTERS B SMOOTH STUCCO FINISH, 2" OVER A° SMOOTH STUCCO BAND i 2" SMOOTH STUCCO BAND 6'-O" HIGH ABOVE GRADE MASONRY GARDEN WALL WITH SMOOTH STUCCO FINISH D STUCCO FINISH TO SIMULATE 6' SIDING PAINTED IMPACT RESISTANT WINDOW AND DOOR (WHITE FINISH) REFER TO SCHEDULE E 4" STUCCO BAND WITH I' EXTRUSION JU' INSULATED METAL GARAGE DOOR WITH APPLIED PAINTEC CYPRESS VENEER �F 3" SMOOTH STUCCO BAND AROUND .WINDOWS 4" SMOOTH STUCCO WINDOW SILL OHIGH DENSITY WITH HARD COAT PAINTED OUTRIGGERS SMOOTH STUCCO FRIEZE BOARD AT SOFFIT - TYPICAL 3R' HIGH ALUMINUM/GLASS RAILING WHITE COATED FINISH HIGH DENSITY WITH HARD COAT DECO BRACKET 35' HIGH ALUMINUM RAILING WHITE COATED FINISH 45" HIGH ABOVE FINISH GRADE ALUMINUM FENCE WHITE COATED FINISH K! DECORATIVE LIGHT FiXTURES. REFER TO OWNER FOR 5ZLECTIOd V DECORATIVE BRACKETS L` �JJ �I IL LJ Proposed East Elevation Scale: 1 /4"=1'-0" Proposed West Elevation tale: 1i4171'-7 T O.SLAB T O.aE n 0 EL.' E D TRUSS, EL.+I— -0 T.O.BEAM o EL.+10'-0-0 5 I Garage Front Finish Details OUTRIGGER --- -- -.. FRIEZE BOARD 3" STUCCO _ BAND I I', aTL UIGUT FIXTURE ALUMINUM SHUTTERS - 4" STUCCO I'5TUG BAND F— I I L SMOOTH iII_ - STUCCO -� 4 1 Baonus Room Front Finish Details 31 Front -Eantry Features OPUS HOMES OUTRIGGER `Z 3" S, TP STUCCO �I BAND ALUFIINUn _ SHUTTERS �J } STUCCO TOn- SIMVLSDNG 1 till 4° SMOOTH CC � — � STUCCO < � VJ WINDOW SILL W aJ 7 Br w . a E II III E- s� 2 Second Floor Wall Finishes Scale:12 TOT EAI'I -- - - - - - -- ---- - — - - ------ - - --- - "-- TOSLA_B_ I 1 Enlarged Wall Section Scale. 112 - 1 -0 C3 z z Z IL in Q w�lu Id �JIL OL D. x�� Q s O REVISIONS SUBMITTALS. ARPS 0a.30.2'. SUBMISSION. PROJECT u. 21-i0'� DE51GNER- RI N DRAWBY. RB/KI PLAN RI REVIEW,, ' ENLARGED DETAILS P-7 O m QF L pL O K O 8 m R MATERIAL SCHEDULE Rvsd 1D.1.21 (s-5.522 Per Owner R—Pad De k) (R—B 2022 Par T— Cmm- CetBVmPo (Nall 9.28.n Px—Site Plan, Va—Ron) Oty Key Botanical m /Comon Name St.. 4 Cat Cellophyllum antllenuml Beauty leaf tree 14reR.,6%.ct. 2 Cat Cwlorap.. emdual Green bult.nwwod tree 14s811,6%.pI. 2 Cno Cocoa nucilera/Coconutpalls 451L.Iaw Wood, 18-2lYt- 3Cmp Caryote mlda/Fishtall Pan, 16x8ft„hvy.mlti. 1 Am", Adonldia menllll / Chmumas palm, dbla, 14ft.dble. 1 CM Calliantlra heemetocephellaPo filer pu%tree ]-B%XJR.SId. 2 Vmp_t Vellhcll monlgomerlanal Veitchil palm, trple 16floetrPle 1 Pq h Phoenix rot hale/Hybrid date palm 1418%.oa., 5 main stems, em l9mwlh hab%, specimen 1 Prµlo Phoenix robel"ll/Pygmy data palm 1 D-12ft.oa. Triple atamapedman 2 Pap" Ptychospenne sp./King Alexander palms 16%.oa. Hvy alip.,mlchg. 3 Bg-sl Bougai—nes, etd red 4s2ft. 114 Cg CWas gutdfere/Sm. Leaf Cluala 39 70 PN PiBosPorum 1. vengatedNengeed PM 39 67 M61 • Myrdenmes frgmns /Slmpaon stopper 39. 16 P-rc Phild— rad congo 3g , 15D OfOphlopogon nlaa/ japoMond. grass 1g 55 Mg' Muhlly grew, pink 3g, 90 Gil Green island flcua 39, 211, Jasmine, asiatic Is mine 3g, WP-bm Phill i.mor, Burt Marx 3g, 45 Pm-7 Podocamua maklV Yew 7g. 3 Bi Bromlllad, Imp.n.l.na. 7g. 36 As-m Asparagus may. fern 3g, 3 Ct-ra Cordyllne temVHewailen ti, red all 7g. B Leg Linop evergreen giang Giant knope 3g. 1 Gj Gardem, lasmi-Idea/ Miami Supreme Gardenia 3x ft.atd. Planting soils, ase specs 8 details Mulch, see specs & details Sod, sold floretam SITE DATA. RESIDENTIAL (Road 620.22) A. Total lot area 10,207 Sq.Ft B. Structures, Parking, walks, drives, etc... 5,848 Sq.FL C. Total pervious areauC=A-B) 4,814 Sq.Ft. D. Area of tree's & gr ndcover (REQUIRED) 962.80 SQ.FL D=C x 20) E. Area of tress, shrubs, & grounstmvers pmvideo 1,278.76 Sq.Ft F. Native Vegetation REQUIRED (F= D x.25) 240.7 Sq.Ft. G. Native vegetal PROVIDED 889.5 Sq.Ft. H. Total number of existing trees 4 Trees I. Total number of REQUIRED tree. 4 Trees (I = A — 2600 aq ft) J. Total number of trees PROVIDED 13 Trees (J = H + I +any ii trees) K. Total number of native tree. REQUIRED 2 Trees L. Total number of native trees PROVIDED 4 Trees T e �� �'i—a��Y.aY�- as-aaaaa��� Jy MW \ a Jam) Y \\ *OF,/e 1:�II � ��► L�'' lid. - - - f�i�1��iJ:7 J 1"•rM sr �'pi, �l�J+ �� �f,: P���i::icicS., i%��4�C �r w. �► �I�N�'�r�11 w�I'!G !!�.� I I II�I ��,.{I�• • �s �� Ones W go y �.L�i :/r 1..w� I ` �r•R� � � J� u © �� v�gi��bb�b�i�tii.�b�$ e�i: 0 0 isi�i�al+�ibhi►�;iS�i1� REVISIONS BY 101.211 Par OWnar Rqst 5.3.22 Per Owner Rvsn, Pod D..k, Or veway 6.20.22 Per Town Cmmnts (CatVmp-D r928.22 Per Ra lasd SAe Plan (Rear Sat -back Variance Request) I" Q VV OE2 M WWI U) U U Q CO T Uj 2- m W Q 0 W LLJC� W - a � N V u.i N n h 0 LL Z g Z _0 ~ ¢U' J W U- � V 06 Z . 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RVbblen anb b dDoer SCHio PVCM1asat Ib dlbpont fidled 0�. l� RokibM COMOrr BPseMYWdCakfbhSena TNevmhrwuree bMir Mfem Na blM akkw wmlerrrulsr Rea srafl• 1b mmlx AxhoM valve riaAbocNaW vblb aubnwlO coneala, mtllHo•b PM ward Dhow pabblMboNAox asmMx NolbsCH 4a GdwdadFb. NOaapahpAbb wCib Mdn lJne jtyp.)dwIb9CHpwC.bMmb Cad AISCH eawC rben anabpomad Tcrulprn',ahambbw cwpk CRY McNr laanMaatabRrb vedry Ar uudbdspieoab Ma mne MltMrn Rgiysambrwt apaaRaxi SfM'H. CIntlW.aal btodl Cltl hom l'byffweb30R Tl, Rohbw l7 poptpsakNra NolbhAWdhpaexkwaono atttr ):BelRrw Cbr 2J0 P1'Cppe, pk",-,bawHrMwoMrew. aaauMcal btotlaY atlermeNdh RM Reldbf NOTEM h ur fWp)Lvdvs 4waeav am NOVm fapgAic C'k-'terdtolo*0 lb hlpaAatwbn road onlbpbaaradW RIB cordlby. and Awl hlhdlMr lysMn hamoNawe VAh SOWHfbbo hlaaRori eaeUUll-..0 Awl bwRmle nialrrid, beof meb. Wtic arils debd Mtol codtl dana9r aompwyrpatbh�On ryalan ft.laxbcap AlaH�had At Mah�ikro (TIP.). L I.,-onb b kfwad whit SedetvsarwaO aM gegM Ron etc. d.4:k-W a CRoml tlw oN-.r.MoaMDpino. loOd>coPe ands orriNe. to wve IJroPa apemeondMil Srstern.- Ar,lwr.. nWed.Cbawwer SprJlabeoNaa ve scherrialle a'lY• and IIW b a[11e1M bwa0. bndcaW awtutak tyawcppe MaiwnK alc.bprml<a IWF w1a cwaape Papup tPdnbea Awl binitded Chan Mwedpe.adreW JISRWsnMb SiR16AtgN NO16; Cm. sphNerlppce�p, hAabMan ANON. arNfpecRweon NOSbbbwed aewwn on ere Ovwkp and h tb sPedecaeaa no NwRew ado paved fwlaCn,abWigarndei. wialed lC ham fM adpe.Sh+b LjrnotbbMalodotw,*- hiareeora awba►wr a'h411? Iwaad aloYowx. NaeA. FWHJPSPIaYMsodl Ma Qjc df is -A poIipePe, wNPH Rabb Merced an ROADM sxkp1eY50MMetrAedPa/pipe vMht?wwtaaowt Aa)whrrnthuhxe aiamlMaipeOSled NdlWvl�sdbhPw atPa /'+'I°a'°SO R'Noem SHleni WadwrwM/mrr M 1il9aRon rYslem Atal Pawlde 1oa75 OOve'a9r. wMMa aDlSavabp nNhrm, vRWtp Tay-hee'worrlaRce.Mo wall epanp ryibmta U14OG be mrkaoar Nay odd We P'eMded hjeebon l/Aem'IO hMbpnAteloen RweMlanpY leefV THEN S141L NNOC--UP HPADR W= IOR 1HE PROJECt. aw'amW, Wtie adrioas waMwv. Conhacbr Noy pncaipanhbcaM1w,atleetlh9 Rrbilr'headeh 1 adpalkq rpocn tomY#rW lM danope bipdifw ^eKw-q a Pal sidmtel tlwl MereMbheFeld'iwhan MrwM wmb. b AS' 141644 ABOVE GRADE ALUMINUM FENCE TO COMPLY NVne WITH POOL ENCLOSURE Sees Rao REOUIREMENT9� M EewsTobtatar (i'vms p P.d R.aFF.ltle Rvlu] G 1w 3e-x48' ALUMINUM GATE WITH 4W HIGH ABOVE GRADE FENCE TO COMPLY WITH POOL ENCLOSURE REQUIREMENTS — Qom_ 6'-0' HIGH ABOVE GRADE MASONRY WALL WITH SMOOiH STVCGO FINISH. REFER TO AL STRUCTURAL DRAWINGS — SP3�9if (CONIT) POFW xMh :lov wyr^roWr OA W h*"damidmanofbl Alms. bbw aM WoMw, CaMiaebslblinpOlJpeilrs maPth.,n bmAan fatM mOd rRrdkr cower. Rahbhl aonnal sviany wo1 b ward, parrviAackxa nsmraryrgaan as V herovwn, arrow masrAwL i ft CopsW1- rOmbe MNMb by f4bIMeaAmH Canholaboorn Aql b apseoVed by Rte IOTdCaPr McNIId, rand iepletl O ba I,W bVotloacanYOClatIha1 gt11M 01IdV , be DY tln ptpycd wlabtlOn Mlered, ori0 Mn e4ahkd IwabsO Mb W aeon VRM Lor oapmwd Oq" OIDC* Voku M be ktbd pr—kwhm nmrm rdob atd W Per deba. N Vdrn ere b b 1,0 Aha 17 AmeNxvakebm. dekJt RA1i SE160R Mlrr nyn i nAd lb h;Wd. Pa U..%kxampnnerwpbe. Roh bcdlalehalb aplMWed bylb loibaape Amlllyd. Nss 4T 0e-W NEW DOCK 72 (L) (BY OTHERS U S P.) PROPERTY LINE - 5EAWALL BELOW__ _.._ PROM------- ABOVE _.;...-'" o :J FIRE PIT 1 -- _ --014 �.__— I a,. 12'-W 12'-01' R a POOL DECK- - '' O PAVERS ON CONC. Ia iR H (BREFERHEFTO) b LANDSCAPE E I -RETAINING WALL. DRAW `� REFER TO CIVIL LL �--------------W DRAWINGS 25, x I14•" L SUNS7EL - ° POOL SETBAC I1�ROPOO (Br � 28i_0- SPA n R€outg�Q—— —— —.. REAR SETBACK - - - - - - - - - --- - I ��\\ PRoroseD o 'C `V'.`p \ �SIDCpc�/ _ T�LR /(k/L NA-O- /VID 44) ______� O 46' HIGH ABOVE ✓' GRADALUMINUM FENCEE TO COMPLY WITH FOOL REQUIREMEN RE TS � � l I % ' ExALUMINUM GATSWI `\ GATES WITH 40- HIGH I l ABOVE GRADE FENCE TO -_211 1 COMPLY WITH POOL ENCLOSURE REQUIREMENTS iij I I If 4 I I I i II\ .' IRRIGATION PLAN ::i�k�YJfl° (ItJt�.4%FSA'1C wD REVISIONS BY 3.22 per Owner RIM. Pool Deck, Drtie-Y H.2R.22 Per Revised elte Plan (Rear SNbeck Venence R,a ) W Z V W 0 �- <L V♦ V U aim W �Wv> Lu Z i 10 s N V � a � (V � uj Z (V ++ 1.6 O ILL Z O U LL Z .. w W U W 0 c� c N LJCn. LL Z CL D CHEG[FD Dan Carter JAV 921.21 Joe No. 41321 sHEEt 2 OF 3 SHEETS