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05 28 2020 Agenda with back-up
May 18, 2020 CHAIRMAN: Thomas Smith VICE CHAIRMAN: Malcolm Murphy BOARD MEMBER: Robert Dockerty S. Curtiss Roach Jorgette Smith ALTERNATE MEMBER: Amanda Jones Caroline Delafield REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, MAY 28, 2020, AT 8:30 A.M. THIS ARCHITECTURAL REVIEW AND PLANNING BOARD MEETING AND PUBLIC HEARING WILL BE CONDUCTED USING COMMUNICATIONS MEDIA TECHNOLOGY. THE MEETING CAN BE ACCESSED ONLINE VIA WWW.GOTOWEBINAR.COM INCLUDING ALLOWING FOR PUBLIC COMMENT. PLEASE SEE BELOW FOR DETAILS. AGENDA I. Call to Order. II. Roll Call. III. Minutes of the Regular Meeting and Public Hearing of 3-26-20. IV. Additions, withdrawals, deferrals, arrangement of agenda items. V. Announcements. A. Meeting Dates 1.Regular Meeting & Public Hearing a.June 25, 2020 at 8:30 A.M. b.July 23, 2020 at 8:30 A.M. c.No August Meeting d.September 24, 2020 at 8:30 A.M. e.October 22, 2020 at 8:30 A.M. VI. PUBLIC HEARING. A.Applications for Development Approval 1.3377 N. Ocean Blvd. a. Declaration of Ex-Parte Communication b. Administer Oaths c. An application submitted by Mark Marsh, Bridges, Marsh & Assoc., as Agent for East Bluff Trust, the owner of property located at 3377 N. Ocean Blvd., Gulf Stream, Florida, which is legally described in metes & bounds, portions of Lots 5 and 6 of Gulfstream Ocean Tracts. (1)LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW for improvements to hardscape structures (gates, walls, trellises, walkways, etc.) & landscape improvements. 2.2943 Polo Drive a.Declaration of Ex-Parte Communication b.Administer Oaths c.An application submitted by Seaside Builders as agent for 2943 Polo LLC, the owner of property located at 2943 Polo Drive, Gulf Stream, Florida, which is legally described as Lot 13, Plat of Gulfstream Properties. (1)DEMOLITION PERMIT to demolish existing buildings. (2)LAND CLEARING PERMIT to clear area for new construction. (3) LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to construct a one-story, single family, Gulf Stream Bermuda style, 4,314 sq. ft. dwelling with 2 one car garages, 300 sq. ft. guest cottage and swimming pool. AGENDA CONTINUED 3.2775 Ave. Au Soleil a.Declaration of Ex-Parte Communication b.Administer Oaths c.Application submitted by Chester C. Snavely, Jr. & Therese P. Snavely, owners and agent of property located at 2775 Ave. Au Soleil, Gulf Stream, Florida, legally described as Parcel 1, Lot 93 and Parcel 2, 110’x70’ described in metes & bounds, both located in Place Au Soleil Subdivision. (1)LAND CLEARING PERMIT to demolish all buildings and pavement on the property and remove non- native and diseased trees. (2)LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to demolish all bui8ldings and pavement on the property, remove some non-native trees and plants, grade, irrigate, sod and seed property. 4.1555 N. Ocean Blvd. a.Declaration of Ex-Parte Communication b.Administer Oaths c.Application submitted by Cynthia C. Spray, CCS Architectural Enterprises, Inc. as Agent for the owners, Rene & Ubrada Lavigne, legally described in metes and bounds in Government Lot 1, lying east of State Road A1A, palm Beach County, Florida. (1)DEMOLITION PERMIT to demolish pool house & 2 concrete balcony railings. (2)LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW to construct an amended loggia and circular stairway on the east end of the loggia, replace the balcony railings with metal pickets and finish the interior changes that were demolished. VII. Items by Staff. VIII. Items by Board Members. IX. Public. X. Adjournment. Interested persons may attend the Architectural Review and Planning Board Meeting online via the Town of Gulf Stream GoToStage Channel at https://gotostage.com/channel/048c213aeb944472ab203904e30ccbdd from their computer, tablet, or smartphone. Interested persons may register as an attendee to participate in the meeting by going to https://attendee.gotowebinar.com/register/4385450912735979787, or directly to www.joinwebinar.com and enter the meeting code 283-031-347. To receive additional information about this meeting, contact Renee Basel at (561)276-5ll6 or rbasel@gulf-stream.org. Written or other physical evidence must be submitted via email to rbasel@gulf-stream.org or faxed to (56l)737-0188 no later than five (5) working days prior to the meeting. Public comments can also be emailed to rbasel@gulf- stream.org; faxed to (56l)737-0188; or called in to (56l)276-5ll6 no later than 8:00 the day of the meeting. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORFD 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, MARCH 26, 2020 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 Chairman Smith called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Thomas Smith Chairman Participating: Malcolm Murphy Vice Chairman (via conference call) Robert Dockerty Board Member Curtiss Roach Board Member Also Present & Gregory Dunham Town Manager Participating: Edward Nazzaro Staff Attorney Rita Taylor Town Clerk Absent w/notice: Jorgette Smith Board Member III. MINUTES OF THE SPECIAL MEETING AND PUBLIC HEARING 03-05-2020 Board Member Roach moved and Board Member Dockerty seconded the motion to approve the minutes of March 5, 2020 and all voted AYE at roll call. IV. ADDITIONS, WITHDRAWALS, DEFERRALS, ARRANGEMENT OF AGENDA ITEMS There were none. V. ANNOUNCEMENTS A. Meeting Dates 1. Regular Meeting & Public Hearing a. April 23, 2020 at 8:30 A.M. b. May 28, 2020 at 8:30 A.M. c. June 25, 2020 at 8:30 A.M. d. July 23, 2020 at 8:30 A.M. e. No August Meeting VI. PUBLIC HEARING A. Declaration of Ex -Parte Communication There was none. B.Administer Oaths Town Clerk Taylor swore in Harold Smith and Chris Simon. C. Applications for Development Approval 1. An application submitted by Harold J. Smith, Smith & Moore Architects Inc. as Agent for the owners of property located at 3545 N. Ocean Blvd., Gulf Stream, Florida, which is legally described in metes and bounds in Gulf Stream Ocean Tracts, a portion of Lots 6 & 7. Minutes of ARPB Regular Meeting & Public Hearing Held 3-26-2020 @ 8:30 A.M. a. DEMOLITION PERMIT to demolish the existing breezeway, reconfigure pool and terrace area and the roof on the pool house. b. N. OCEAN OVERLAY PERMIT to alter the driveway and add additional landscaping. c. LEVEL 2 ARCHITECTURAL/SITE PLAN REVIEW to permit the addition of a pergola and an elevator, and various renovations to house and pool house roof. Mr. Harold Smith from Smith & Moore Architects Inc., and representing the Oberndorf's who own the property, described that most of the work being done would be on the northwest entry fagade and around and in the pool area. Mr. Smith then gave a PowerPoint presentation pointing out the demolition of the existing breezeway, certain areas of the pool and terrace as well as the roof of the existing pool house. Mr. Smith also pointed out alterations to the driveway and the addition of a free-standing wood pergola as well as various renovations to the house. They would like to re -shape the roof on the pool house, he added, which would soften the look. Board Member Dockerty asked what the current roof was comprised of to which Mr. Smith answered it was a gray flat concrete tile with a tint of blue in it and they would be matching that. Chairman Smith asked how the building was able to be built on the property line to begin with. Town Clerk Taylor explained that it was originally one large piece of property and the present buildings were built when it was one large piece. When part of it was sold off, that is how the roof ended up with a flat side, she added. Town Clerk Taylor went on to say that it was a non -conforming building, but you could add to a non -conforming wall so changing the roof wouldn't matter. Chairman Smith asked if height restrictions were within the Town Code, to which Town Manager Dunham stated that they were. Mr. Chris Simon, landscape architect with Nievera Williams Design, continued the PowerPoint presentation regarding the pool area, pointing out the style was dated. Mr. Simon stated they would be enhancing the overall area bringing it to a more current style. He added there would be a dining area under the pergola with an outdoor grill and small kitchen with no plumbing. Mr. Simon stated they would be adding a little height to the wall at the rear of the pergola along with a water feature on the pool side to try and mitigate some of the vehicular sound coming from AlA. He added they would be adding some landscaping to soften the appearance of the wall. Chairman Smith asked about the patio to the east to which Mr. Simon stated they were only resurfacing those. Mr. Simon stated that a spa would be replacing a putting area that was currently east of the pool house. Vice Chairman Murphy asked if there had been any communication from the neighbors to which Town Clerk Taylor said there had been none. Chairman Smith asked if they would be putting windows on the south side of the pool house to which Mr. Smith said they were not. Mr. Simon added the only thing they were touching on the pool house was the roof and interior walls. Board Member Roach pointed out 2 Minutes of ARPB Regular Meeting & Public Hearing Held 3-26-2020 @ 8:30 A.M. the drawings had windows and it was decided there were windows there that would not be changed. Chairman Smith added he thought it was a beautiful home and all the changes were terrific improvements. Vice Chairman Murphy made a motion to approve a demolition permit to demolish an existing breezeway, certain areas of the pool and terrace area and the roof of the existing pool house. The motion was seconded by Board Member Roach with all voting AYE at roll call. Vice Chairman Murphy made a motion to approve a North Ocean Overlay permit to alter the driveway and add additional landscaping. Board Member Roach seconded the motion with all voting AYE at roll call. Vice Chairman Murphy made a motion to approve a Level II Architectural/Site Plan based on a finding that the proposed addition of a pergola and an elevator, various renovations to the house as presented in the presentation and a variation to the roof on the pool house meet the minimum intent of the Design Manual and applicable review standards with the following condition: 1. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. Board Member Roach seconded the motion with all voting AYE at roll call. VII. ITEMS BY STAFF Town Manager Dunham gave un update on how Town Hall was dealing with COVIDI9. He stated it was an ever-changing, day by day process and the Town of Gulf Stream was following protocol on what was being asked by Palm Beach County. VIII. ITEMS BY BOARD MEMBERS Board Member Dockerty asked where the Pickleball application process was at to which Town Manager Dunham told him that it had been withdrawn. Chairman Smith asked about the Glickstein project and if it would come before the ARPB to which Town Manager Dunham stated it would come before the ARPB, but it was at a stall right now due to COVIDI9. IX. PUBLIC There was none. X. 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RJARCHITECTTIRE.COM 111/ U GENERAL LOCATION MAP BLACK CHAIN LINK FENCE TO MEET w MEET POOL ENCLOSURE Q 10'-0" POOL SETBACK �J n n POOLE NC POOL ENCLOSURE REOUIRMENTSN � -�REQUIRMENTS ca NW¢ 15'-0' REQV, REAR ACCESSORY m Q a n STRUCTURE SETBACK (4.A.V.D.) N 5' va O LEGAL DESCRIPTION . 20'0' READREAR SETBACK e -7. CMU RETAINING WALL (BY OTHERS) O u CMU ANCHOR ARCHITECTURAL STYLE GULF STREAM BERMUDA SME -^-�^ m LOT COVERAGE 5,240 SQ— ITIUM SQ. FT.=31.2% AA26001617 IB26001056 CMU ANCHOR BLOCK IMPERVIOUS AREA 8, 449 116.712 SQ.FT. =504% COMMISSION # 20-005 STEPPING DESIGNER: Rl DRAWN BY: Gsl SETBACKS BLOCK SETBACKS REQUIRED PROVIDED SUBMITTALS: PADS (65'N.A.V.O.) FRONT SETBACK 30'-0' 31-1 GULF STREAM 03_'0.20 REAR SETBACK 2— SUBMITTAL SIDE SETBACKS 15'-O'(MIN. 30%0%OF LOT WIDTH) 15'-0"115'4' FOUNTAIN IT MAXIMUM HT. 30' TO RIDGE 25-9" TO RIDGE TOWN OF�G�ULF SB REAM POOL SHOP P DWG DWGS.) GROSS LOT AREA CRES 10 EFFECTIVE LOT AREA ISMS MET, 10.358 ACRES 1 1 FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING DSO. FT OSQ.FT 4.000 SOFT 4,000 SQ.FT j o 11 - - --. 2ND FLOOR LIVING 0 Sp FT 0 SQ FT 0 SOFT 0 SQ.FT LANDSCAPE�T'�{{ 0 0 1$T FLOOR COVERED 0 SQ.FT 0 SQ.FT 314 SQ.FT 314 SQ.FT (PORCHES, OVERHANGS � 2112') 2ND FLOOR COVERED 0SGET 0 S FT OSQ.FT OSQ FT AWNINGS>TANDSCREEN OSQFT 0 S FT OSQ.FT OSQ.ET ENCLOSURE (AT SU%) PROVIDED -' SIDE GARAGE 0SQTT SSQ.FT 626. SOFT 626 SOFT OUTBUILDING 0SQET aSQ- 300 SQYT 300 SOFT SETBACK FLOOR AREA OSQ. FT OSQ.FT 5,240SQET 5,240 SQ. FT 15 x 34 sd• TOTAL GROSS FLOOR AREA 0 BO FT 0 SQ.FT 5.240 SOFT 5.240 SQTT SITE PLAN — FIRST 20,000 >; 3J16772 %.33 = 5.534 POOL PROVIDED SIDE OVER 20,000 x W NIA O — SETBACK w � e TOTAL HARDSCAPE AREA 3.523 SQTT. y /`y� S REQUIRED LANDSCAPE AREA 6.]08 SO.FT. (LOT SIZE • Q%) ACTUAL %LANDSCAPE AREA ]-051 SQ. -'15 2%) W —LANDSCAPES jl I -gipQ O � j O 'Q -- POOLDECK e o ANCHOR BLOCKS - �—ANCHOR BLOCK RETAINING WALL (BY OTHERS) W1 TOP MOUNTED o o w O LANDSCAPE �� - - RETAINING WALL 10.4.. (BY OTHERS) WI -,' TOP MOUNTED BLACK CHAIN LINK �' BLACK CHAIN LINK FENCE TO MEET Q -- -- — FENCE TO MEET POOL ENCLOSURE _ Q POOL ENCLOSURE REQUIRMENTS ' REQUIRMENTS N n U I 1 NEW 1 STORY CMU — STRUCTURE I T -S �I� Q FIN. FLR. - (6.F N.AV.D.) ISA V D.) - I I j I � f 0 5 HIGH GARDEN - 5' HIGH GARDEN WALL WI GATES $��EQUIRED 'WALL WI GATES 6 WOOD ARBOR SETBACK - — -- — __ 8 WOOD ARBOR - I n DRIVEWAY _2¢ Opm a LL y N � DRIVEWAY PAVERS PAVERS 12 0 Site Plan Scale: 1"=10' RICHARD JONES ARCHITECTURE i IF 1 t� i U S.1_A , ; SUITE )LRAYBEA1, FLORIDA 33444 V 56l174.9186 I F 5612749196 AA26001617 [ IB26001056 II W. RJARCHITECTTIRE.COM 111/ GENERAL LOCATION MAP Q �J n n 1 O w V Vl rA ca NW¢ L PROPERTY LOCATION LEGAL DESCRIPTION LOT 13. REFI -AT OF PART OF GULF STREAM PROPERTIES, TOWN OF GULF STREAM. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18, PAGE 98, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY. FLORIDA. IC FLORIDA LFNSL IRIS. ADDITIONAL SITE DATA SITE LOCATION GULF STREAM CORE DISTRICT ARCHITECTURAL STYLE GULF STREAM BERMUDA SME LOT COVERAGE 5,240 SQ— ITIUM SQ. FT.=31.2% AA26001617 IB26001056 PERVIOUS AREA 8.324116.712 SQFT.=49.6% IMPERVIOUS AREA 8, 449 116.712 SQ.FT. =504% COMMISSION # 20-005 DESIGNER: Rl DRAWN BY: Gsl SETBACKS PLAN REVIEW: RJ SETBACKS REQUIRED PROVIDED SUBMITTALS: FRONT SETBACK 30'-0' 31-1 GULF STREAM 03_'0.20 REAR SETBACK 2— SUBMITTAL SIDE SETBACKS 15'-O'(MIN. 30%0%OF LOT WIDTH) 15'-0"115'4' MAXIMUM HT. 30' TO RIDGE 25-9" TO RIDGE TOWN OF�G�ULF SB REAM GROSS LOT AREA CRES 10 EFFECTIVE LOT AREA ISMS MET, 10.358 ACRES 1 1 FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING DSO. FT OSQ.FT 4.000 SOFT 4,000 SQ.FT REVISIONS'. CEILING OVER 15' (DOUBLE) 0 SOFT 0 SQ.ET 0 SQFT 0 SOFT 2ND FLOOR LIVING 0 Sp FT 0 SQ FT 0 SOFT 0 SQ.FT 1$T FLOOR COVERED 0 SQ.FT 0 SQ.FT 314 SQ.FT 314 SQ.FT (PORCHES, OVERHANGS � 2112') 2ND FLOOR COVERED 0SGET 0 S FT OSQ.FT OSQ FT AWNINGS>TANDSCREEN OSQFT 0 S FT OSQ.FT OSQ.ET ENCLOSURE (AT SU%) GARAGE 0SQTT SSQ.FT 626. SOFT 626 SOFT OUTBUILDING 0SQET aSQ- 300 SQYT 300 SOFT FLOOR AREA OSQ. FT OSQ.FT 5,240SQET 5,240 SQ. FT TOTAL GROSS FLOOR AREA 0 BO FT 0 SQ.FT 5.240 SOFT 5.240 SQTT SITE PLAN FIRST 20,000 >; 3J16772 %.33 = 5.534 OVER 20,000 x W NIA TOTAL ALLOWABLE FAR PER MANUAL 5.534 TOTAL HARDSCAPE AREA 3.523 SQTT. /`y� S REQUIRED LANDSCAPE AREA 6.]08 SO.FT. (LOT SIZE • Q%) ACTUAL %LANDSCAPE AREA ]-051 SQ. -'15 2%) 5' HIGH GARDEN WALL WI GATES & WOOD ARBOR T fl C =1T ,'-1t� YA 1_ I` STEPPING PADS O O O1 rc 'qo 0 6' AC #4- - i LLwa Cottt�e JRECrF ERTExHIPCINVERTED HIP CLG . Bath Z O;CLO 6871-0"x W Arbor SUMMER KITCHEN —PAVERS FOUNTAIN (REFER TO 15 X 34 Pool LANDSCAPE O O SHOWER 6'TUB I- Master Bath 14'1'x 6' 10'• CLG. HT: 11'-0' F 4 8 Master F-` Suite 0 18'-10" x 1T-9•• INVERTED HIP CLG, POOL EOUP. -- - Pool Deck Bath 6' A 6 Dressing - A.6 `-1 6' 6• x 8'"6' O C 4 LE. HT. 11' 0' Hers �1 Bedroom 76'x17 7' 1 His CLG. HT 1 SHWR. CLE. HT: 11'-0" g g - g a 6'-6" .8-8, CLG. HT. AHU AC#3 WI C. W.I.C.HDR. #31N C. YY C ATTIC 7'-0• x 5'6'--, fi'-11' z 5'E" - 1" CLG. HT: CLG. HT: Loggia CLE. HT: 13'-1' — AC #2 O Powder Pantry 6,8". 5'-6" ]'-6" x 5'-6" CLG. HT: 11•-0•• CLG. HT: 11'-D" 10'-6' FLAT AC #1 Bedroom HDR. - - - 14'4.,13'-B* I/ _-- - --- CLG. HT: 11'-0• O �'- Kitchen _ 19'-2' z 21'A' OCLG _HT: 11 •-0• _ _ C o 4 I Great Room _ 29'6'x NVERTED HIP HIPC - ICLE. " Bathroom�J1o'6"FLAT i a Qa 4p _ - 11.3•x5'3' HDR >� 12 12 CLG. 11'-0' N ail _ I W D J I O Laundry 14.3^ 6 x 6'-2• 10'• FLAT 10'8" FLAT _ CLG HT: 11'-0' r HDR. HER. - 65 N.A.V.D.10'-6•FLAT HDR. 10'-641ATHDR=FF 10•-6'FLAT HDR.65 N.A.V.D. AHU 6 r� LL < 6' O �� #1 IN O CLG. HT: 11'-6" Gallery CLG. HT: 11'-6' I� J ATTIC o CLG. HT: 11'-6" -0 10'-6• FLAT HDR. _ 10FLAT HDR o 6' _ 3 CLG. HT 11'-0• f CLG HT: 11 -0" 10'8" FLAT -- CLE. HT' 11'6" CLG-,HT 11 '6" HER. 1 -Car 1 -Car Garage GaGolf Den FoyeZ pining Butler 13'-0.x22'-0" CLG. HT: 13'6'¢ ¢ 5'-11"x CLG. HT: 13'-6' Cart 1 116"x14-2" NVERTEDHIP g CLG. HT: 13'-0' " CLG. Room LL 12'-6" 6'-0" x 22'-0' 14 W H'8' x 14'-2" '4 CLG. HT: Q4 4r-- 11•-0" 6• 12 12 1� 5' HIGH GARDEN WALL WI GATES & WOOD ARBOR - __- 6.3'N.A.V. D. _ '' 6.3'N.A.V.D. 6.3'NA.V.D. Terrace 61- "�p Floor Plan A :/@5.5'NA.V.D. Scale: 3/16"=1'-0 A5 RICHARD JONES _ ■■ W ME ARCHITECTURE D I F F1RAYR EACH, FLORIDASHITE 44 L DEI.RAY REACH, FLO11434 V 561174.9186 F 561.274.9196 :026001617 1 IB26001056 1/1 W'WW. RJARCHITECTLiRE.COM V Q w y.c.i 3t M ti ¢ Q mwy 0 LL] OQQ m F-' wad N Lr Z w1 FLORIDA LI( FNS11RL AA26001617 1 IB26001056 COMMISSION # 20-005 DESIGNER: RJ DRAWN BY: GO PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 03'_11.'_0 SUBMRTAL REVISIONS: FLOOR PLAN U H A-1 1'd' O.H. 1'-6' O.H. �p? &v? �d �d Roof Plan V 4d v U"G': 1tlFL Scale: 3/16"=1'-0" RICHARD JONES ARCHITECTURE IO S.F.. 1.3) 4 I .4DEAY BEACH, FWRDA 33444 VS""19, 91RE IF5613 AA61617 B26001056 WWW.RJARCHITECTURE.COM vf W C� s M >_ O~o W � TWO F N a Z a xw a _o C7 FLORIDA LICENSURE M26001617 IB26001056 COMMISSION # 20-005 DESIGNFR: RJ DRAWN BY: Gsl PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 03.20.20 SUBMITTAL REVISIONS: U ROOF PLAN H A-2 Lj K F� R \ c m P l I o 7�. H B --' —G M ROOF FEATURE HEIGHT h ELEV: 24'-0' ROOF RIDGE HEIGHT h ELEV: 20'-0' Q. A_ C T.O. BEAM h ELEV 12 3 --- - - F.D. BEAM ELEV: 11'-0' u F P l ��I VIII II T.O. FIN.FLR. SLAB -- ELEV: 0'-0' (7.0' NGVD) E F — B T.O. FIN. FLR. SLAB h ELEV: West Elevation l A' East Elevation Scale: 3/16"=1'-0" Scale: 3/16-1'-0" .O. BEAM Mh EEV: 11'-0' T.O. FIN, ELF. SLAB h ELEV: 0'-0' 17.0' NAVD) T.O. FIN. FLR. SLAB h ELEV: -7'-0" RICHARD JONES BUILDING COLOR 004 ELEVATION NOTES BUILDING COLOR- SHERWIN WILLIAMS 7005 PURE WHITE A INTERGRA TMEDIUM GRAY CEMENT TILE W/ MITERED EDGES AND RIDGES J LIGHT FIXTURE ARCHITECTURE SHUTTER/RAILING/GATE COLOR/LOWER - BENJAMIN MOORE HC115 GEORGIAN GREEN 8 SMOOTH STUCCO FINISH K 2" OVER 4" SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SILL FRONT DOOR - STAINED WOOD C CROWN MOLDING WITH SMOOTH STUCCO FINISH L 12'. 12" MASONRY PIER WITH PRE -CAST CAP CROWN MOLDINGIFASCIA/SOFFIT/BANDING/GARAGE?RIM - SHERWIN WILLIAMS 7005 PURE WHITE D STEPPED CHIMNEY M 1'$' H. z 1'-2"W. ALUM. LOWER w/ 2" STUCCO BAND @ TOP 8 BOTTOM (4' RECESS INTO BLOCK) F Q E F G H 2- SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL WOOD ARBOR DECORATIVE ALUMINUM LOWERED SHUTTER FLUSH PANEL METAL DOOR w1 AZEK TRIM (STAINED) N P O R 12' x 12' MASONRY COLUMN WITH 1- PROUD BASE WITH SMOOTH STUCCO FINISH ALUMINUM GATES DECORATIVE FINIAL B". B" WOOD POST WRAPPED WITH AZEK TRIM WITH 1"CHAMFERED CORNERS & 1" PROUD BASE RICHARD JONES _ 004 ■■ ARCHITECTURE 10 S.E. FIRB , FE 1 DELABEACH. FLOR— 14 r� u V561274,9196 I F561274,9196 AA26001617 1 [B26001056 W W W.RJARCHITECTU'RE.CO. o� O F Q O Q � Wiz" LLJz O L �>C) �¢L¢G xm H w LCI � p FLORIDA LICENSURE AA26001617 I IB26001056 COMMISSION # 20-005 DESIGNER: RJ DRAWN BY: GO PLAN REVIEW: RJ SUBMITTALS- GULF STREAM 0320.20 SUBMITTAL RF:I'ISIONS: r 1 WEST AND EAST V ELEVATIONS A-3 D A A A u 2 T T.O. FIN. FLR. SLAB h ELEV: P-0' (9.0' NAVD) J E L K B G IK T.O. FIN. FLR. SLAB ,l ELEV (0.0' NGVD) South Elevation Scale: 3/16"=1'-0" I A D I CJ A A - 'C Iii m r m - J L L I� n l L, � R I. -F C B K G K J F i E O North Elevation T.O. BEAM ELEVV: 1U _ T.O. FIN. FLR. SLAB h ELEV: D'0' (9.0' NAVO) T.O. FIN. FLR. SLAB h E (0.0' NGVD) Scale: 3/16"=1'-0" RICHARD JONES BUILDING COLOR ELEVATION NOTES ■■ BUILDING COLOR -SHERWIN WILLIAMS 7005 PURE WHITE I] INTERGRA 9" MEDIUM GRAY CEMENT TILE W/ MITERED EDGES AND RIDGES J LIGHT FIXTURE ■ SHUTTER/RAILING/GATE COLOR/LOUVER- BENJAMIN MOORE HC115 GEORGIAN GREEN 8 SMOOTH STUCCO FINISH K 2' OVER 4' SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SILL ARCHITECTURE FRONT DOOR - STAINED WOOD LC_. CROWN MOLDING WITH SMOOTH STUCCO FINISH L 12"x 12' MASONRY PIER WITH PRE -CAST CAP CROWN MOLDINGIFASCIA/SOFFIT/BANDINGIGARAGE(TRIM - SHERWIN WILLIAMS 7005 PURE WHITE 7� STEPPED CHIMNEY M V-15" H. x 1'.2"W. ALUM. LOUVER w/ 2' STUCCO BAND @ TOP 8 BOTTOM (4' RECESS INTO BLOCK) 2' SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL N 12' x 12' MASONRY COLUMN WITH 1' PROUD BASE WITH SMOOTH STUCCO FINISH r�E WOOD ARBOR IIP., ALUMINUM GATES l �F I G DECORATIVE ALUMINUM LOUVERED SHUTTER EQ] DECORATIVE FINIAL - I JFLUSH PANEL METAL DOOR w/ Al -EK TRIM (STAINED) ® B' x R' WOOD POST WRAPPED WITH AZEK TRIM WITH 1' CHAMFERED CORNERS 81PROUD BASE RICHARD JONES _ ■■ W ■ ARCHITECTURE D S.RAYB TAVACH, FLORIDATE10'_ DELRAY BEACH, FLRIDA IlSii V 561.274.9186 F 561.2']49196 AA26001617 I IB26001056 WA W RJARCHITECFURE.COM l O V I I J O Q n O w S W 7 U qzv¢ Mm 7 � viWY J, V FLORIDA LICENSURE AA2600161711626001056 COMMISSION k 20-005 DESIGNER: Rl DRAWN BY: Gsl PLAN REVIEW: RJ SUBMITTALS: GULFSTREAM 03.20.20 SUBMITTAL RF%ISIONS'. r 1 SOUTH AND NORTH V ELEVATIONS A-4 C Ai A �-- D Pool Deck III Great Room �� II Li �I Pool (ey Others) � D 4 T.O. BEAM (l ELEV: 11'-0' LI Hall Foyer j Entry Courtyard _ T.O. FIN. FLR. SLAB � T.O. FINEL. FLR. SLAB EV. (0.0' NGVD) Building Section Scale: 3/16"=1'-0'- BUILDING /16"=1'-0" RICHARD JONES BUILDING COLOR No ELEVATION NOTES BUILDING COLOR - SHERWIN WILLIAMS 7005 PURE WHITE A INTERGRA 9' MEDIUM GRAY CEMENT TILE W/ MITERED EDGES AND RIDGES J LIGHT FIXTURE AA26001617 I IB26001056 WWW RJARCHITECTURECOM SHUTTER/RAILING/GATE COLORILOUVER - BENJAMIN MOORE HC115 GEORGIAN GREEN B SMOOTH STUCCO FINISH K 2" OVER 4" SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SILL FRONT DOOR - STAINED WOODLC CROWN MOLDING WITH SMOOTH STUCCO FINISH L 12". 12' MASONRY PIER WITH PRE -CAST CAP CROWN MOLDINGIFASCIA/SOFFIT/BANDING/GARAGErrRIM -SHERWIN WILLIAMS 7005 PURE WHITE D STEPPED CHIMNEY M V-6" H. x V-2" W. ALUM, LOUVER w/ 2" STUCCO BAND Q TOP 8 BOTTOM (4' RECESS INTO BLOCK) I I E 2" SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL N 12"x 12" MASONRY COLUMN WITH 1' PROUD BASE WITH SMOOTH STUCCO FINISH x=o F WOOD ARBOR P ALUMINUM GATES DECORATIVE ALUMINUM LOWERED SHUTTER O DECORATIVE FI NIAL L- � —G_ H FLUSH PANEL METAL DOOR w/ AZEK TRIM (STAINED) R 8' x B' WOOD POST WRAPPED WITH AZEK TRIM WITH 1' CHAMFERED CORNERS 8 1' PROUD BASE — RICHARD JONES No Em ARCHITECTURE D SE FIRSTBEACH. FLORIDAAVENUE 31 4'_ DELRAY BEACH. FIDA i�J4J V 561.274.9186 , F 561274 9196 AA26001617 I IB26001056 WWW RJARCHITECTURECOM v Lu n I I > O x=o O Q O W 2 7 U << � v z Q FLORIDA LICENSURF AA26001617 I IB26001056 COMMISSION # 275 DESIGNER: RJ DRAWN BY: GQ PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 03.20.20 SUBMITTAL ' 1 RFV ISIONS. U SECTIONS H A-5 WINDOW SCHEDULE O WINDOW SIZE WIDTH HEIGHT WINDOW TYPE FRAME FRAME COLOR ROUGH OPENING RE A (2)2'-6" 6'-0' CASEMENT ALUM. BRONZE PER MANUF. SPECS PAIR OF V B 1'-10' T-0" FIXED ALUM. BRONZE FIXED ELII C2'-6' 4'-6' CASEMENT ALUM. BRONZE a n D 2'-6" 6'-0' CASEMENT ALUM. BRONZE E T-0" T-0' CASEMENT ALUM. BRONZE O QW F T-2" 8'-0" FIXED ALUM. BRONZE SINGLE A: G 2'-8" B'-0" FIXED ALUM. BRONZE SINGLE A; H 2'-6" 5'-0' CASEMENT ALUM. BRONZE MEETS EC 1 2'-0' T -O" CASEMENT ALUM. BRONZE K 2'-3" 4'-11- CASEMENT ALUM. BRONZE RFV ISIONS: WINDOW TYPES: WINDOW DOOR SCHEDULE: (' DOORS �% nn—RI]F NOTES: FRAMES STYLE MATERIAL FINISH 1 SWINGMTL. ■ BRONZE 'ERHEAD MTL. BRONZE SWING MTL BRONZE 'WING MTL BRONZE REMARKS FINISH TRIM 1. ALL EXTERIOR WINDOW / DOOR UNITS SHALL BE IMPACT RESISTANT WITH FLORIDA PRODUCT APPROVAL (SHADING COEFFICIENT OF GLAZING SHALL COMPLY WITH FLORIDA ENERGY CALCULATIONS). 2. COORDINATE ALL ROUGH OPENINGS WITH WINDOW / DOOR MANUFACTURER -ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH OPENING) DIMENSIONS, 3. ALL WINDOWS I DOORS SHALL COMPLY WITH F.B.C. 6TH EDITION (2017). 4, PROVIDE ENGINEERED SHOP DRAWINGS FOR ALL WINDOWS / GORS FOR ARCHITECTS REVIEW AND APPROVAL PRIOR TO FABRICATION. 5. FIELD VERIFY ALL WINDOW/ DOOR OPENINGS PRIOR TO FABRICATION. 6. ALL WINDOWS NOTED AS EGRESS SHALL COMPLY WITH F.B.C. SILL HEIGHT SHALL NOT EXCEED 44" A.F.F. -MINIMUM OPENING HEIGHT SHALL BE 24' AND MINIMUM OPENING WIDTH SHALL BE 20" - MINIMUM CLEAR OPEN AREA SHALL BE 5.7 SQ. FT. (5D SQ FT. @ 1ST FLOOR). 7. APPLY ELASTOMERIC WATERPROOF SEALER AT ALL EXTERIOR MASONRY OPENINGS. SEAL ALL INFERIOR SURFACES OF THE OPENING INCLUDING BUCKS(AND EXTEND SEALER 12" BEYOND THE FACE OF THE OPENING ON EXTERIOR SIDE OF THE OPENING. 8. USE LOWERED DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED. 9. REFER TO ELEVATIONS FOR OPERABLE WINDOW SWING ORIENTATION. DOOR TYPES: (AS VIEWED FROM EXTERIOR) 5-0' 1'-1012 - 2-6, 2'-6" T_0' 4'-0" 9'-0" _ 3'-0" F-0- EQUAL EQUAL � � F7 TOP OF SLAB TOP OF SLAB Q 0° (E �U 0 CASEMENT FIXED CASEMENT CASEMENT CASEMENT 11'3' 10'3' 2'1' 2'-0' 2'-3" 3'-2" S-0' 3'-2' 2'-8" S' ' 2'-8" EQUAL EQUAL EQUAL EQUAL 3'-2' 5'-0' 3'-2" 2'1' 5'-0' 2'-8' ED. ED. EQ. EQ. � 13 II V I II p i l l II V III I� V 6 1 III I VII II 3 H II I�, III I II I� I. r i iI IIrJhl I � �_�I ISI I 4 III I '! I Imo' I I I n9ll 1 11 o 11 �, 11 o u 1 1 II i TOP OF SLAB TOP OF SLAB F G H J K 5 6 7 0 0 _. FIXED FIXED CASEMENT CASEMENT CASEMENT RICHARD JONES ■ ARCHITECTURE S.E. FIRST AVENUF DELRAYBEACIIFLORIDA 31444 V5-2749186 2749186 F561274,9196 r� u AA26001617 I LB26001056 W W W.RIARCHITEC-rURE.CO. v C.L.) ce a n I I W �F¢ w Q�a j O QW x 5� Q Q �x� M F CA Q – �] U N w z� m � v V FLORIDA LICENSURE. AA26001617 I IB26001056 COMMISSION # 20-005 DESIGNER: RJ DRAWN BY: GsJ PLAN REV IFW. RJ SUBMITTALS. GULF STREAM 0.1.20.20 SUBMITTAL L RFV ISIONS: r 1 WINDOW & DOOR V SCHEDULE A-6 a LL .._E 1 111 1 .._ _ - ---- ----- --� --- BLACK CHAIN LINK Q BLACK CHAIN LINK FENCE TO MEET Wr FENCE TO MEET POOL ENCLOSURE y PON -ENCLOSURE 10'0' - POOL SETBACK REpUIRMENTS 1 - - -- - r� � - - - -- - REDUIRMENTS 16 STT REAR ACCESSORY ogs 4 1� STRUCTURE SETBACK (4.5' N.A.V D.) 6 SI m CMU RETAINING o 2V -W REDD. REAR SETBACKWALL (BV OTHERS) CMU ANCHOR 1 - - - — - - -- - - ANCHOR BLOCK STEPPING 6 I BLOCK PADS (6.5' N.AN D.) FF - e L, l FOUNTAIN (REFER T - J POOL SHOP DWGS.) E <� - - -lI LANDSCAPE I'IJ,, do.w EG 01 PROVIDED SIOE - - - - - - - - I�.,. SETBACK 15 x 34 POOL PROVIDED SIDE SETBACK E G �LANDSCAPE-� - T- -- N ' o a I - - 0 POOL DECK ANCHOR BLOCK J 6 I ANCHOR BLOCK RETAINING WALL f LANDSCAPE O RETAINING WALL (BY OTHERS)WI w �// \^_ t U TO 4,. (BV OTHERS) W/ TOP MOUNTED I w Q �, /\� - I- TOP MOUNTED BLACK CHAIN LINK BLACK CHAIN LINK FENCE TO MEET I- - - - - - - - -- FENCE TO MEET POOL ENCLOSURE _ POOL ENCLOSURE RE, IRMENTS I _ I REQUIRMENTS IN - NEW1-STORYCMU — STRUCTURE 1 'L✓J ����.. FIN. FLR llrr ELEV. 0'-0' - Eli _ r I(6.5'N.AV.DL -- (65NAVD.) II 4"�,. S' HIGH GARDEN -- WALL WI GATES GARDES `l WALL Wf GATES I 30' REQUIRED WALL -V REQU &WOOD ARBOR L -- - - - - - - I 6WOOD ARBOR FRONT SETBACK J I - < (5.5'NA.V. D.) f O Cm n o DRIVEWAY d LL N � DRIVEWAY PAVERS PAVERS L- — - — -- — — - - - — _1 . Site Plan Scale: 1"=10' RICHARD JONES Now m 0 ARCHITECTURE IOSD LRAYRSACH. FLO DA 33 02 L DELRAY BEACH FLORIDA 31411 V 561274.9186 F 16l,174M% U 7• AA26001617 I IB26001056 I'VWWW RJARCHITECTURE.C'OM GENERAL LOCATION MAP � 1w Q Q o m n Wm a a�g p �Wo O ¢CCZ- m O LEI >< ga>a � M m N ^a z.� U L - -PROPERTY LOCADON LEGAL DESCRIPTION LOT 13. REPLAT OF PART OF GULF STREAM PROPERTIES. TOWN OF GULF STREAM, ACCORDING TO THE PLAT FLORIDA Lk FNSI IRI) THEREOF AS RECORDED IN PLAT BOOK 18. PAGE 98. OF THE PUBLIC RECORDS OF PALM BEACH COUNTY. FLORIDA. ADDITIONAL SITE DATA ` SITE LOCATION GULF STREAM CORE DISTRICT W ARCHITECTURAL STYLE GULF STREAM BERMUDA STYLE LOT COVERAGE 5,240 SO_ FT, 116.M SQ.FT.=312% PERVIOUS AREA 8.324116,r2 SO. FT. 49,6% AA26001617 I13261101056 IMPERVIOUS AREA 8,449 118.]72 SO. FT. 4% COMMISSION a '_0-005 DESIGNER: RJ SETBACKS DRAWN BY: GFJ PLAN REVIEW: RJ SETBACKS REMIRED PROVIDED SUBMITTALS: FRONT SETBACK 30-0" 35'-1 Y4' GULF STREAM 03.20,20 REAR SETBACK 2G'0 0 SUBMITTAL SIDE SETBACKS 15' 0" -(MIN. 31OF LOT WIDTH) 15',-PI NSI' MAXIMUM HIT. 30' TO RIDGE 25'-9" TO RIDGE TOWN OF GULF STREAM GROSS LOT AREA 15.589 SO. FT. 10358 ACRES ' 1 EFFECTIVE LOT AREA 15,5893Q.FT. 10358 ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING .SQ.FT 0SFT 4,000 SOFT 4,000 SO- REVISIONS'. CEILING OVER ,5 -(DOUBLE) OSOFT OSO FT 0SOFT 0SG.FT 2ND FLOOR LIVING 0SQ.FT 0SQ.FT OSOFT 0SFT 1STFLOORCOVERED OSO.FT 0SQ.FT 314 SQ. FT 314 SOFT (PORCHES, OVERHANGS >21IY) 2ND FLOOR COVERED 0SQ.FT 0SQ.FT OSQ. FT 0SO.FT AWNINGS I T AND SCREEN 050. FT 0SQ FT 0SO- 05D.FT ENCLOSURE (AT 50%) GARAGE 0SO.FT 0SO.FT 626 SO. FT 626 SOFT OUTBUILDING 0 S. FT 0SO- 300 SOFT 300 SOFT FLOOR AREA 0 SQ. FT 0 SOFT 5,240 SQ.FT 5,24. SQ. FT 1 TOTAL GROSS FLOOR AREA 0SO." 0SOFT 5,240 SOFT 5.240 SQ. FT 1 VFIRST 20.1)(K. 33 16772%.33 = 5,534 SITE PLAN OVER M'wox 20 NIA l f TOTAL ALLOWABLE FAR PER MANUAL 5534 '^I TOTAL HARDSCAPE AREA 3.523 SQ.FT. REQUIRED LANDSCAPE AREA 6.TOB SQ.FT. SP- 1 (LOT SIZE x Q%) ACTUAL %LANDSCAPE AREA 7.051 Sp. FT. (452%) O 5' HIGH GARDEN WALL W/ GATES & WOOD ARBOR - Y SFA€ -J U J OO STEPPING PADS FOUNTAIN (REFER TO E E . OI POOL SHOP DWGS) SHOWER 6'TUB E, c o POOL of AC #4 _ EQUIP. - _ - - AN L DSCAPE j[qI wz I Master Bath w 4>• .1Cottage CLG. HT.. V-0' O 13'6'. 12'-6" -_-_— IN, HIP CLG. -� CLO.-�'. i Bath : - g 6 8710.x' O A - 15 X 34 Pool - I I mil I Scale: 3/16"=1'-0" RICHARD JONES ■■ EW ARCHITECTURE III S. F.. FIRST AVENUE F.'E SA 31444 I� DELRAY BEACH. FLORIDA 1tJJJ V 561 1749186 F 561-'14.9196 AA -6001617 I IB26001056 RJARCHITECTURECO.M ^ n V n w o�� � Q mwx y vj � w z� cv w a FLORIDA LI(ENSI RE AA26001617 I IB26001056 COMMISSION # 2077 DESIGNER: RJ DRAWN BY: G,J PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 03.20.20 SUBMITTAL ' 1 REVISIONS. FLOORPLAN U M --I A-1 6" Arbor ® ® - Master -' Suite O �� PAVERS _ 16'-10" x 17'-9" SUMMER KITCHEN _ INVERTED HIP CLG. _ o a Pool Deck < Bath �S. Dressing -. A 6', 6'43• x 8.43• O 5'6' x _ O A-5 O CLG. HE i I' E. Hers Bedroom -- -I - 7'• x 17•_7" - -- _ -12'-11•x12'-0" vi rn .3rn C43LG. HE His ,1•_0• SHWR.'CLG. HT: I V-0' g g g g 66"x8' LHT: C 6 G. ----� _/_ _ A"FLAT AHU' AC #3 `�L/ /� W. 1. C. vv. I. C. HDR. 431N ATTIC T-0 56" 6}1, x5'43• - CLG HE CLG HT: Loggia 1" - 28'6" x 12' - CLG. HT: 13'-1" AC #2 Powder Pantry 66• x 5-6" T.6' x 5'43" -ri{G. HT: IVH CLG, HT: 1,'-0' Bedroom '110'6" FLAT _ AC Al HDR. CLG. HT:1 V-0" "- Kitchen - o ^ 19'-2" x 21'-8= H O i CLG. HT: 11'-0' Great Room O y 29'8",21'-8" INVERTED HIP CLG. _Bat Zd om 101-V FLAT Q4 - 4� 11'3•xs•<" HDR 12 12 iqt - Imo. ur CLG. HE. 1V-0" _ I ' - FIN. FLR. ELEV. O'-0' - I (7.0'N.A.V.D.) - W D _ Laundry Q� 14'-0" x 6' 2"10'6' FLAT 10'6" FLAT _ CLG. HT: 11'-0• HDR. HDR. 10'-6' FLAT HDR. " 10'6' FLAT HDRO 10'6' FLAT HDR. 6.5' N.A.V.D. 6 AHU 6 LL #1 1N o CLG-HT: 11'6" Gallery < CLG. HT: 116' 6 3 �� 'ATTIC o CLO. HT: 11'6" - 3 10'43• FLAT HDR. 10'6" FLAT MDR. - _ CLG. HT. 1V.0 �' CLG HT:. 11'-0" 10'-6" FLAT ) CLG. HT 11'6" CLG:HT:-41'6" HDR. 1 -Car 1 -Car Garage o Foyer R; Garage 13'-o x22'-0' Golf Den 6'-0 x14'-2 Dining Butler 3'-0 x22-0" CLG. HE 13'6'11.6•x Cart 14'-2" INVERTED HIP g 5 Loom-- 1 5'-1 • CLG. HT: 13'6" 6'-0"x22'-0" CLG. HT: 13'-0" li CLG. W W -H'6' x 14'-Z'- 14 G Hx CLG. HE Q4 4F--6- 12 12 11._0. 6• - 5'HIGH GARDEN WALL W/GATES & WOOD ARBOR O2 O A O � A OF O 2 O n 63•NA.V.D. _ 6.3'N.A.V.D. 6.3' NA.V.D. Terrace Floor Plan 5.5'NA.V.D. Scale: 3/16"=1'-0" RICHARD JONES ■■ EW ARCHITECTURE III S. F.. FIRST AVENUE F.'E SA 31444 I� DELRAY BEACH. FLORIDA 1tJJJ V 561 1749186 F 561-'14.9196 AA -6001617 I IB26001056 RJARCHITECTURECO.M ^ n V n w o�� � Q mwx y vj � w z� cv w a FLORIDA LI(ENSI RE AA26001617 I IB26001056 COMMISSION # 2077 DESIGNER: RJ DRAWN BY: G,J PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 03.20.20 SUBMITTAL ' 1 REVISIONS. FLOORPLAN U M --I A-1 F 1-6• O.H. 1.1. O.H. V-6* O.H. la Roof Plan W7�\ Scale: 3/16"=1'-0'; 4st) " R I C H A R D J O N E S R O O F F E A T U R E H E I G H T h A R C H I T E C T U R E E L E V : 2 4 ' - 0 " R O O F R I D G E H E I G H T J I , I O S . E . F I R S T . A - L i , S I B T E 1 0 ' E L E V : 2 ( Y - 0 1 D E L R A Y B E A C H , F L O R I D A 3 3 4 4 4 Q - O l V 5 1 1 1 4 ' 1 1 1 F 5 6 1 2 7 4 . 9 1 1 M - 6 0 0 1 6 1 7 1 I B 2 6 0 0 1 0 5 6 M . - - - _ ��A W W W R I A R C H I T r C T I ' R P C O . T O _ E F t i I w P - \ \ �� �� I 1 ! m T . O . F I N . F L R . S L A B h �� x n E L E V : 0 ' - 0 " W Q . �� H ' B G A _ - ' D A E L _ J L F L - - B J _ W e s t E l e v a t i o n B U I L D I N G C O L O R B U I L D I N G C O L O R - S H E R W I N W I L L I A M S 7 0 0 5 P U R E W H I T E S H U T T E R / R A I L I N G / G A T E C O L O R / L O U V E R - B E N J A M I N M O O R E H C 1 1 5 G E O R G I A N G R E E N F R O N T D O O R - S T A I N E D W O O D C R O W N M O L D I N G / F A S C I A / S O F F I T / B A N D I N G / G A R A G E / T R I M - S H E R W I N W I L L I A M S 7 0 0 5 P U R E W H I T E E a s t E l e v a t i o n A I N T E R G R A 9 " M E D I U M G R A Y C E M E N T T I L E W / M I T E R E D E D G E S A N D R I D G E S B S M O O T H S T U C C O F I N I S H C C R O W N M O L D I N G W I T H S M O O T H S T U C C O F I N I S H D S T E P P E D C H I M N E Y E 2 " S M O O T H S T U C C O B A N D I N G A T T O P O F T E R R A C E W A L L F W O O D A R B O R G D E C O R A T I V E A L U M I N U M L O W E R E D S H U T T E R H I F L U S H P A N E L M E T A L D O O R w / A Z E K T R I M ( S T A I N E D ) T . O . F I N . F L R . S L A B h ' �� Q L L > E L E V ' - l ' - 0 ' D Q Q S c a l e : 3 / 1 6 " = 1 ' - 0 " : w ) x u G C . a F L O R I D A L I C E N S U R E M 2 6 0 0 1 6 1 7 I I B 2 6 0 0 1 0 5 6 T O B E A M ' ' C O M M I S S I O N ' * 2 0 - 0 0 5 D E S I G N E R : R J D R A W N B Y : G s J P L A N R E V I E W : R J S U B M I T T A L S : G U L F S T R E A M 0 3 . 2 0 . 2 0 S U B M I T T A L _ T . O . F I N . F L R . S L A B h _ E L E V : ( 7 . 0 ' N A V D ) V D ) T . O . F I N . F L R . S L A B E L E V : R E V I S I O N S : S c a l e : 3 / 1 6 " = V - 0 - - E L E V A T I O N / 1 6 " = 1 ' - 0 " E L E V A T I O N N O T E S T 1 u L I G H T F I X T U R E W E S T T A N D r 1 2 . O V E R 4 ' S M O O T H S T U C C O B A N D A T W I N D O W A N D D O O R H E A D A N D S I L L E A S S V F L 1 2 ' z 1 2 ' M A S O N R Y P I E R W I T H P R E - C A S T C A P E L E V A T I O N S M 1 ' - 6 " H . z 1 ' - 2 ' W . A L U M . L O W E R w l 2 " S T U C C O B A N D @ T O P & B O T T O M ( 4 " R E C E S S I N T O B L O C K ) N 1 2 " z 1 2 ' M A S O N R Y C O L U M N W I T H 1 " P R O U D B A S E W I T H S M O O T H S T U C C O F I N I S H P A L U M I N U M G A T E S A 2 l Q D E C O R A T I V E F I N I A L 1 a ` - ' R 8 " . 8 " W O O D P O S T W R A P P E D W I T H A Z E K T R I M W I T H 1 ' C H A M F E R E D C O R N E R S & 1 ' P R O U D B A S E South Elevation A D —C W ILD 1 0 1 !o i L L B K G –R –F– �– B – –– – –K G B K J F North Elevation _ T.O. BEAM �► ELEV: 11'-D' T.O. FIN. FLR. SLAB h ELEV: 0'-0' (9.0' NAVD) T.O. FIN. FLR. SLAB A ELEV: -7'_7 (0.0' NGVD) Scale: 3/16"-1'-0" A C T.O. BEAM i► ELEV: 11'-0' J J —E —0 T.O. FIN. FLR. SLAB h ELEV. O'A0'A' (9.0' NAVD) T.O. FIN. FLR. SLAB E (0.0' NGVD) Scale: 3/16"=1'-0" BUILDING COLOR ELEVATION NOTES BUILDING COLOR- SHERWIN WILLIAMS 7005 PURE WHITE A INTERGRA 9- MEDIUM GRAY CEMENT TILE WI MITERED EDGES AND RIDGES J LIGHT FIXTURE SHUTTER/RAILING/GATE COLOR/LOUVER - BENJAMIN MOORE HC115 GEORGIAN GREEN B SMOOTH STUCCO FINISH K 2' OVER 4' SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SILL FRONT DOOR- STAINED WOOD C CROWN MOLDING WITH SMOOTH STUCCO FINISH ELj 12' x 12' MASONRY PIER WITH PRE -CAST CAP CROWN MOLDINGIFASCIA/SOFFIT/BANDING/GARAGE/TRIM - SHERWIN WILLIAMS 7005 PURE WHITE D STEPPED CHIMNEY 1'-6' H. x V-2' W. ALUM. LOUVER wt 2- STUCCO BAND Q TOP 8 BOTTOM (4' RECESS INTO BLOCK) � a M ' I 2' SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL [N]12' x 1Y MASONRY COLUMN WITH 1' PROUD BASE WITH SMOOTH STUCCO FINISH F WOOD ARBOR Fp ALUMINUM GATES G DECORATIVE ALUMINUM LOUVERED SHUTTER 'O DECORATIVE FINIAL v _W H FLUSH PANEL METAL DOOR wl AZEK TRIM (STAINED) _Rj W x B' WOOD POST WRAPPED WITH AZEK TRIM WITH 1- CHAMFERED CORNERS 81' PROUD BASE _ RICHARD JONES ARCHITECTURE I05_E. FIRST AVEWE, SUITF. 10>_ DELRA1"BFACII. FLORIDAFLOR33u1 V5612749186 � F56177491% AA26001617 I IB26001056 WAW . RJAR('HITF( Tl'RF ('OM LLl GG � a M ' I % Q W D C G J W O .J zml QQ CS W v _W W W zr N FLORID \ LI( 'ENSI'RE AA26001617 I IB2600L056 COMMISSION # '_0-005 DESIGNER: RJ DRAWN BY. GO PLAN REVIEW: RJ SUBMITTALS. GULF STREAM 03.30.211 SUBMITTAL L ' 1 RE% ISIONS: r 1 SOUTH AND NORTH V ELEVATIONS A-4 AI 0 Pool Deck III I (By Olhers) RICHARD JONES ■ ARCHITECTURE r� I,—,FlLRST AVBNIl RIDA E10� u BTAV FLORIDA 31444 EIC V 511 111111 1111,2111111 1A26001617 IB2600IG56 11 WW'W'.RJARCHITECTUREC'OM V Q o � v 11i � it n LL 0h � A DQ ==o d mWx _ O o'auJ ¢Ix -n M � W v a � Q M 4 4� - - 1z 4 4 12- / — B T.O. BEAM (l / J L Great Zoom I Hall _Ent ry Courtyard n owDn uceusuae I r T.O. FIN. FLR. SLAB W . �- ---�• IS 0' NAVDI AA260016171 IB26001056 T, O. FINEFR. TOB�► COMMISSION p 2075 (0.0' NGVD) DESIGNER: RJ Building Section DRAWN BY: Scale: 3/16"=1'-0" PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 03.2020 SUBMITTAL r 1 Rr%moNs BUILDING COLOR BUILDING COLOR -SHERWIN WILLIAMS 7005 PURE WHITE SHUTTER/RAILING/GATE COLOR/LOUVER - BENJAMIN MOORE HC115 GEORGIAN GREEN FRONT DOOR - STAINED WOOD CROWN MOLDINGIFASCIA/SOFFIT/BANDING/GARAGErrRIM-SHERWIN WILLIAMS 7005 PURE WHITE ELEVATION NOTES 1 1 A INrERGRA 9'MEDIUM GRAY CEMENT TILE WI MITERED EDGES AND RIDGES J LIGHT FIXTURE B SMOOTH STUCCO FINISH K 2 -OVER 4- SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SILL r 1��c Lc CTIO1VJ SECTIONS V C- CROWN MOLDING WITH SMOOTH STUCCO FINISH L 12' x 12' MASONRY PIER WITH PRE -CAST CAP D STEPPED CHIMNEY M l' -6"H. x l' -2'W. ALUM. LOUVER w/ 2" STUCCO BAND Q TOP 8 BOTTOM (4' RECESS INTO BLOCK) E] 2- SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL N 12"x 12' MASONRY COLUMN WITH 1" PROUD BASE WITH SMOOTH STUCCO FINISH F _'I WOOD ARBOR P ALUMINUM GATES A-5 G DECORATIVE ALUMINUM LOWERED SHUTTER O DECORATIVE FINIgL H FLUSH PANEL METAL DOOR w/ AZEK TRIM (STAINED) R 8" x 8' WOOD POST WRAPPED WITH AZEK TRIM WITH 1' CHAMFERED CORNERS & 1"PROUD BASE WINDOW SCHEDULE O WINDOW SIZE WIDTH HEIGHT WINDOW TYPE FRAME FRAME COLOR ROUGH OPENING REMARKS A (2)2'-6- 6'-0" CASEMENT ALUM. BRONZE PER MANUF. SPECS PAIR OF WINDOWS B1'-10" 3'-0" FIXED ALUM, BRONZE FIXED ELIPSE WINE C CASEMENT ALUM, BRONZE D 2'-6- 6'-0" CASEMENT ALUM. BRONZE E T4)' 3'1' CASEMENT ALUM. BRONZE F 3'1" 8'-0' FIXED ALUM. BRONZE SINGLE ASSEMBLY G 2'A" 8'-0" FIXED ALUM. BRONZE SINGLEASSEMBLV H 2'-6" 5'-0' CASEMENT ALUM. BRONZE MEETS EGRESS PE J 2'-0" 3'-0" CASEMENT ALUM. BRONZE - WINDOW TYPES: 5-0' EQUAL EQUAL O CASEMENT O O FIXED CASEMENT 1113° 1 T-2" T.- 3'-2" 10'3" 2'A' 6-0" -77 ■ ■ ARCHITECTURE10 h ODOORS DOOR SIZE AA26001617 1 1132 01056 WWW. RJARCHITECTURE.COM FRAMES II STYLE MATERIAL FINISH GLAZING REMARKS v II C.L1 I II 1 4'-0' 9'-0" SWING MTL. BRONZE TINTED II 2 9'-0' 9'-0" OVERHEAD MTL BRONZE TINTED FLUSH PANEL ALUMINUM DOOR W/ APPLIED STAINED AZEK FINISH TRIM =m 3 37-0" 8'-0' SWING MTL BRONZE I�IF Z rL 'S' 4 (2)2'-6" 8'-0" SWING �II Vnalat' BRONZE TINTED PAIR OF FRENCH DOORS '6' 5 (2)2'-6" 8'1' SWING MTL to I'XI I"T'II TINTED PAIR OF FRENCH DOORS W/ ADJOINING WINDOW'F FIXED GLASS LECTION R310 6 (2)2'-6' 8'-W SWING MTL BRONZE TINTED PAIR OF FRENCH DOORS W/ ADJOINING WINDOW'G' FIXED GLASS RCVISIONS. 7 18'-0" 10'-0- SLIDER MTL. BRONZE TINTED 4 PANEL (XXXX) POCKET (2 TRACK) 1 V SCHEDULE II I I I I FIXED FIXED O CASEMENT TOP OF SLAB O CASEMENT - r - ) CASDCAS NT TOP OF SLAB CASEMENT NOTES 1. ALL EXTERIOR WINDOW I DOOR UNITS SHALL BE IMPACT RESISTANT WITH FLORIDA PRODUCT APPROVAL (SHADING COEFFICIENT OF GLAZING SHALL COMPLY WITH FLORIDA ENERGY CALCULATIONS). 2. COORDINATE ALL ROUGH OPENINGS WITH WINDOW / DOOR MANUFACTURER -ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH OPENING) DIMENSIONS. 3. ALL WINDOWS / DOORS SHALL COMPLY WITH F.B.C. 6TH EDITION (2017). 4. PROVIDE ENGINEERED SHOP DRAWINGS FOR ALL WINDOWS / DOORS FOR ARCHITECTS REVIEW AND APPROVAL PRIOR TO FABRICATION. 5. FIELD VERIFY ALL WINDOW I DOOR OPENINGS PRIOR TO FABRICATION. 6. ALL WINDOWS NOTED AS EGRESS SHALL COMPLY WITH F.B.C. SILL HEIGHT SHALL NOT EXCEED 44' A.F.F. - MINIMUM OPENING HEIGHT SHALL BE 24' AND MINIMUM OPENING WIDTH SHALL BE 20" - MINIMUM CLEAR OPEN AREA SHALL BE 5.7 SQ. FT. (5.0 SQ FT. Q 1ST FLOOR). 7. APPLY ELASTOMERIC WATERPROOF SEALER AT ALL EXTERIOR MASONRY OPENINGS. SEAL ALL INTERIOR SURFACES OF THE OPENING INCLUDING BUCKS(AND EXTEND SEALER 12' BEYOND THE FACE OF THE OPENING ON EXTERIOR SIDE OF THE OPENING. 8. USE LOWERED DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED. 9. REFER TO ELEVATIONS FOR OPERABLE WINDOW SWING ORIENTATION. DOOR TYPES: (AS VIEWED FROM EXTERIOR) O 0 U TOP OF SLAB O 2'-8" 5'-0' 2'-8' EQUAL EQUAL EQUAL EQUAL EQ. 91111 4 I I I��I P i III I��11 1. II L�� 11 1 Ll ILEI L 1 0 0 TOP OF SLAB RICHARD JONES DOOR SCHEDULE: -77 ■ ■ ARCHITECTURE10 h ODOORS DOOR SIZE AA26001617 1 1132 01056 WWW. RJARCHITECTURE.COM FRAMES WIDTH HEIGHT STYLE MATERIAL FINISH GLAZING REMARKS v EXTERIOR C.L1 W 1 4'-0' 9'-0" SWING MTL. BRONZE TINTED CUSTOM STAINED WOOD NINE LITE WOOD DOOR 2 9'-0' 9'-0" OVERHEAD MTL BRONZE TINTED FLUSH PANEL ALUMINUM DOOR W/ APPLIED STAINED AZEK FINISH TRIM =m 3 37-0" 8'-0' SWING MTL BRONZE TINTED Z rL 'S' 4 (2)2'-6" 8'-0" SWING MTL BRONZE TINTED PAIR OF FRENCH DOORS '6' 5 (2)2'-6" 8'1' SWING MTL BRONZE TINTED PAIR OF FRENCH DOORS W/ ADJOINING WINDOW'F FIXED GLASS LECTION R310 6 (2)2'-6' 8'-W SWING MTL BRONZE TINTED PAIR OF FRENCH DOORS W/ ADJOINING WINDOW'G' FIXED GLASS RCVISIONS. 7 18'-0" 10'-0- SLIDER MTL. BRONZE TINTED 4 PANEL (XXXX) POCKET (2 TRACK) DOOR V SCHEDULE A-6 O CASEMENT TOP OF SLAB O CASEMENT - r - ) CASDCAS NT TOP OF SLAB CASEMENT NOTES 1. ALL EXTERIOR WINDOW I DOOR UNITS SHALL BE IMPACT RESISTANT WITH FLORIDA PRODUCT APPROVAL (SHADING COEFFICIENT OF GLAZING SHALL COMPLY WITH FLORIDA ENERGY CALCULATIONS). 2. COORDINATE ALL ROUGH OPENINGS WITH WINDOW / DOOR MANUFACTURER -ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH OPENING) DIMENSIONS. 3. ALL WINDOWS / DOORS SHALL COMPLY WITH F.B.C. 6TH EDITION (2017). 4. PROVIDE ENGINEERED SHOP DRAWINGS FOR ALL WINDOWS / DOORS FOR ARCHITECTS REVIEW AND APPROVAL PRIOR TO FABRICATION. 5. FIELD VERIFY ALL WINDOW I DOOR OPENINGS PRIOR TO FABRICATION. 6. ALL WINDOWS NOTED AS EGRESS SHALL COMPLY WITH F.B.C. SILL HEIGHT SHALL NOT EXCEED 44' A.F.F. - MINIMUM OPENING HEIGHT SHALL BE 24' AND MINIMUM OPENING WIDTH SHALL BE 20" - MINIMUM CLEAR OPEN AREA SHALL BE 5.7 SQ. FT. (5.0 SQ FT. Q 1ST FLOOR). 7. APPLY ELASTOMERIC WATERPROOF SEALER AT ALL EXTERIOR MASONRY OPENINGS. SEAL ALL INTERIOR SURFACES OF THE OPENING INCLUDING BUCKS(AND EXTEND SEALER 12' BEYOND THE FACE OF THE OPENING ON EXTERIOR SIDE OF THE OPENING. 8. USE LOWERED DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED. 9. REFER TO ELEVATIONS FOR OPERABLE WINDOW SWING ORIENTATION. DOOR TYPES: (AS VIEWED FROM EXTERIOR) O 0 U TOP OF SLAB O 2'-8" 5'-0' 2'-8' EQUAL EQUAL EQUAL EQUAL EQ. 91111 4 I I I��I P i III I��11 1. II L�� 11 1 Ll ILEI L 1 0 0 TOP OF SLAB RICHARD JONES No ■ ■ ARCHITECTURE10 h SE DELRY ST BEACH, FLORIDA334O>_ DELRAY BEACH, FLORDA 33idJ V 561.374.9186 1 F 561'749196 AA26001617 1 1132 01056 WWW. RJARCHITECTURE.COM v C.L1 W w a�=Qn Q oN18 J 61 � = LL O m R1= nCZZ =m �. v'ulQ �. N w Z rL FLORIDA LICENSURE AA26001617 I IB260O L 056 COMMISSION # 2075 DESIGNER: RJ DRAWN BY: Gsl PLAN REVIEW: RJ SUBMITTALS: GULFSTREAM 03.2030 SUBMITTAL l ' 1 RCVISIONS. r 1 WINDOW & DOOR V SCHEDULE A-6 a x i I_ I I I � I , v N I + v I+ +7 1 1s.o TRENCH I DRAIN RIM EL = 5.0 6.. SWALE - 1 OLF 12" HDPE 0.0% STM 12X6 _ INSERTA-TEE I I RETAINING WALL (PLAT 80 LOT 12 oFm ma Y OTHERS - TOP 78• PAGE 98) / EL = 5.5 MIN m�xo I <� A I - _ _ I 6.. SWALE MATCH EXIST f7 - EL 14.5 1 I m I 5.33 , 3ry 6.25 y i 1 s 1 1 OD I + I+ J 5.55 O O- f 6OLF - 12" PERF HDPE 1 ® 0.0% I qE 11IMAT4 IELI 5.33DRI STM - EL 5.00LOCATE EXISTLIFT STATION I I TO REMAIN I I I I I I I I I I NOTE: SEE LAND CAPE_ PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS FF EL = 7.0' NAVD 37 e CONCEPTUAL POOL DECK �\ .6.25 z 6.50 GRADING &DRAINAGE SHOWN. EL = t6.50 c ° 12X6 INSERTA-TEE -- ti 20LF 12®" -- -- - - - - N HDPE ... 6.17 6•' SWALE_ 5.00 � L `UnUTY EASEMENT (O.R.B. 12498 PAGE AIG - 6 SWALE RETNIN _WALL BY OTHERS - TOP EL=5.5 MIN mma OT 14 a o (PLAT BOOK 18, PAGE 98) m �z NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS NORTH RIGNT of w u AT TIME OF CONSTRUCTION AND -L- TE:- cFF rerynSCAPE GOLFVIEW DRIZNS FOR BRICK PAVER REPORT ANY DISCREPANCIES TO PATTERNS ENVIRODESIGN ASSOCIATES, INC. o I f I I I + �c m� 6.5 �i 11• I n 1 + w me n JIy - 3 -RETAINING _+ WALL _Srr----__ �� I OTHERS - TOP I 1 I EL = 6.5 MIN 1 I I - 4 I J I I II II I I to.o� Site LOCATION MAP AVN N. T. S. I FrFNn. PROPERTY LINE A SECTION IDENTIFIER i i PLAN PAGE DETAIL PAGE 16.5 PROPOSED ELEVATION - DIRECTION OF FLOW 'AT EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS PROPOSED CATCH BASIN ®DENOTES 12" PERF HDPE PIPE IN 5' WIDE X 3DEEP ROCK TRENCH (BOTTOM EL= 1.5') WNYLO-1 STRUCTURE TYPE -NUMBER 6.00 RIM ELEVATION 3.50 INVERT ELEVATION NYLO NYLOPLAST YARD DRAIN OR APPROVED EQUAL ILINLINE YARD DRAIN HDPE HIGH-DENSITY POLYETHYLENE PIPE T PROPOSED WATER METER } PROPOSED WATER METER WITH T BACKFLOW PREVENTER Da EXISTING GATE VALVE SCALE: 1" = 10' ® CALL 48 HOURS BEFORE YOU DIG. -5 0 10 20 IT'S THE LAW 5 15 1-800-432-4770 {� ® COPYRIGHT 2030 BY ENARMDED FOR IN ASSORMAATES,TIONAL INC. KOOW what's below. THIS ORANING IS PRONDED FOR INFORMATIONAL PURPOSES ONLY. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. ENGINEER SIGNED UNLESS NLNERIGNED AND SNGEALED NN BY A RN STEREDAPROFESSIONAL REPR o 5 i 3N _ ow Q'i W O Z I--1 iJ] W z� W � O W a� a � CO a U cn C,2 rn F F m r7 a I U2 oMN O oo� V Z0 mu) .I oz Nw° dao O�mzom >v) ¢6 0 LUV C) �a<3 Go _ ww I d< < a� W �.. W I DRAWN: B.A.H. CHECKED: J.A.P. DATE: 03/19/20 JOB NO. 20018 -ENG SHEET N0. 1 OF 4 5.75 I 1I 6.50 AC 44 I ml RETAINING I 6.s WALL BY I OTHERS- TOP 6.60 EL = 6.5 MIN 6.54 -' 6.DO 3I I 6.50 6.49 6.50 el I 1 r 6.75 o0 6.50 �3 4.50 u 0 N I + x r f + $m f 6.49 ° 1 � 1 I 6.50 f _ € I LOCATE EXISTING I ° WATER SERVICE. y VERIFIED SIZE & a 6.00 I :- I REPLACE IF f `UnUTY EASEMENT (O.R.B. 12498 PAGE AIG - 6 SWALE RETNIN _WALL BY OTHERS - TOP EL=5.5 MIN mma OT 14 a o (PLAT BOOK 18, PAGE 98) m �z NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS NORTH RIGNT of w u AT TIME OF CONSTRUCTION AND -L- TE:- cFF rerynSCAPE GOLFVIEW DRIZNS FOR BRICK PAVER REPORT ANY DISCREPANCIES TO PATTERNS ENVIRODESIGN ASSOCIATES, INC. o I f I I I + �c m� 6.5 �i 11• I n 1 + w me n JIy - 3 -RETAINING _+ WALL _Srr----__ �� I OTHERS - TOP I 1 I EL = 6.5 MIN 1 I I - 4 I J I I II II I I to.o� Site LOCATION MAP AVN N. T. S. I FrFNn. PROPERTY LINE A SECTION IDENTIFIER i i PLAN PAGE DETAIL PAGE 16.5 PROPOSED ELEVATION - DIRECTION OF FLOW 'AT EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS PROPOSED CATCH BASIN ®DENOTES 12" PERF HDPE PIPE IN 5' WIDE X 3DEEP ROCK TRENCH (BOTTOM EL= 1.5') WNYLO-1 STRUCTURE TYPE -NUMBER 6.00 RIM ELEVATION 3.50 INVERT ELEVATION NYLO NYLOPLAST YARD DRAIN OR APPROVED EQUAL ILINLINE YARD DRAIN HDPE HIGH-DENSITY POLYETHYLENE PIPE T PROPOSED WATER METER } PROPOSED WATER METER WITH T BACKFLOW PREVENTER Da EXISTING GATE VALVE SCALE: 1" = 10' ® CALL 48 HOURS BEFORE YOU DIG. -5 0 10 20 IT'S THE LAW 5 15 1-800-432-4770 {� ® COPYRIGHT 2030 BY ENARMDED FOR IN ASSORMAATES,TIONAL INC. KOOW what's below. THIS ORANING IS PRONDED FOR INFORMATIONAL PURPOSES ONLY. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. ENGINEER SIGNED UNLESS NLNERIGNED AND SNGEALED NN BY A RN STEREDAPROFESSIONAL REPR o 5 i 3N _ ow Q'i W O Z I--1 iJ] W z� W � O W a� a � CO a U cn C,2 rn F F m r7 a I U2 oMN O oo� V Z0 mu) .I oz Nw° dao O�mzom >v) ¢6 0 LUV C) �a<3 Go _ ww I d< < a� W �.. W I DRAWN: B.A.H. CHECKED: J.A.P. DATE: 03/19/20 JOB NO. 20018 -ENG SHEET N0. 1 OF 4 MATCH EXISTING DRIVEWAY WIDTH 01 2' MIN. WHICHEVER IS GREATER 24' MAX. WIDTH (2—WAY) R/W oI UNLESS OTHERWISE SHOWN ON PLANS EXPANSION JOINT— PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY pgyER CEMENT COLLAR SH&ELD EXTEND UNDER ONE FULL 1—t/2' MOTH OF BRICK SAND ° /\\//\ SOIL o a BEDDING o�. o' SUBGRADE a � %PER 12" COMPACTED SUBGRADE 4" LIMEROCK BASE COMPACTED TO 98 TO 98% PER AASHTO T-180 OUTSIDE RIGHT OF WAY, AASHTO T-180 6" UMEROCK BASE COMPACTED TO 98% PER AASHTO T-180 INSIDE RIGHT OF WAY. ABT, INC. P.O. Box 837/259 4" FLOW—ABLE FILL (100 P.S.I. MIN.) TRENCH DRAIN SECTION Canada and Mexico) or (704) 528-9806 PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 4.50 FT NAP TOP OF TRE CH (Tw) 3.50 FT NAP OP OF PIPE (TYP) INLET (SEE I TOP OVERLAP — 5.0' PROPOSED STRUCTURE DIAMETER H.D.P.E. 1.50 FT NAP�MIRAn 140N OR TRENCH BOTTOM APPROVED EQUIVALENT (1YR) FILTER FABRIC Irr 2.0 FT NAP a 7 CONTROL ELEVATION a • UNLESS OTHERWISE NOTED ON PLAN PERFORATED PIPE TRENCH N.T.S. 2.0 FT HAW CONTROL ELEVATION • UNLESS OTHERWISE NOTED ON PLAN PERFORATED PIPE TRENCH N.T.S. CENTER` CENTLRED EXIADESTING EXISTING EDGE 6" SOD & GR OF PAVEMENT, TOPSOIL— FILTER FABRIC 2' OF 1" WASHED STONE (REQUIRED ONLY IN AREAS OF SUBSTANDARD PERCULATION AS DETERMINED BY THE CITY ENGINEER) FILTER FABRIC � 6' 500 &TOPSOIL 24" STONE SECTION 'A'—'A' NOT TO SCALE NOTE: 1, CONTRACTOR TO REPLACE ALL IRRIGATION. TREES & SHRUBBERY IN SWALES DAMAGED DURING CONSTRUCTION. SWALE REPLACEMENT DETAIL D10.1 18" HOPE RISER WITH DROP IN GRATE -,� 712" HDPE PIPE ., •. 3/4" WASHED ROCK WRAPPED IN MIRAFI FABRIC OR APPROVED EQUAL 18" INLINE DRAIN DETAIL NOT -TO -SCALE DUCTILE IRON INLAY GRATE RED DOT GRATE NO. 502 BUILT LOCK BLOCK FOR 6.1" MIN. 4" BEDDING GRATE LOCKDOWN CONCRETE CONCRETE FLOOR SLAB CONCRETE . /" OR PAVEMENT C. FLOOR SLAB - OR PAVEMENT z ' POLYDRAIN Z CHANNEL POLOLYLOCK rn \\• //5� CK TOGGLE /\\//\ SOIL SUBGRADE a � ANCHOR RIBS PLAN VIEW CROSS SECTIONAL VIEW ABT, INC. P.O. Box 837/259 Murdock Road/Troutman. N.C. 28166 TRENCH DRAIN 800-438-6057 (U.S., Fox: (704) 528-5478 Canada and Mexico) or (704) 528-9806 CALL 48 HOURS BEFORE YOU DIG. • IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. L, ® COPYRIGHT 2020 BY ENNRODESIGN ASSOCIATES. INC. Know what's bPIOW. THIS DRAWING 15 PROMDED FOR INFORMATIONAL PURPOSES ONLY. Call before d UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL MOFC YOU Y19. ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC. s z 4 Ow ;w ow pG' W I� W W Q a � w � � Q O W ✓� I -a W Q E- > rn�T�x QI V1 � V O? E- 4 4 m N IF -I a -o V1 0 � C L) zLL 0 NE ave $ E. O�mzom O0 wF` >1B`'ao w¢oor z u3 ww a a �a W � W a I DRAWN B.A.B. CHECKED: J.A.P. 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O-1 1SZ �m��OZS=��f��IJ�Z'1�m QZ�W W� O Zti��Uu�? �O W�LO r,5 LL m QQI� W��-p'� �p0��- tO QW �Q-JW� I T� WWW J� Z Z Z� U �1 �_ Zc`1N WW�,`L JC5 �C� C� W U7 O?d=h-�ZLLj � CCJWw�I' (Z �lk- pW�0.W —J� •. J� �00 O `zLo Q- WZ�Ell Q � OWO�<t tn0-1W �OW�j cj � cQfO� : cl-- Q) Uo�WOW41Wti ����m Cl � �- �WQ O Cl) Q5 PPz Ll ��NWZWC�QQiO WZQ5 ZOO Zoe WQ� �0 -jpLj )Q::j I—Zuj ��QI_ OQQWZ J�Q �q� tiQLZ OWQWZO ~ _ ti k-���Q QW� QW� Z�-W - Z�ZWL-Li JQ��ZO CW WW >-�WO ��`O tiQZ i O�WO QZ �Z ti 10 L-2 O-l�V-� Z> WOtimm Qj� Cxj� ?�� Z �jWGi �QOr JQt�4�Z pal �� OZ S�Z �,O �_ p~OOO�ZQZj��WLQ IX 4i�� O �W Cr�-� ��� �J� �S QOQOZ v LUOQ J- �L Z ONO O O _LLJ l� JU ��C�o3�p l,a >"O �- (�Z �J�I (/JJJ S'OW O WQ OQ Of'OZJ~Z I �� �� m� W Q r�L--tj Qj�WULuiWUQ�W U vOj OQ ZZL ZZZ ZZ ZU LLJ o�ZUU 0-jZ 0UZ t-�U��' PCZ Upr� (,F)1- �Q ZOv�JO Zoo Zoo ZUZ O 40mL-LiIZ O=W�WOQ~��� Q��IOZQcnOQI—oZ�Za�oZo DESCRIPTION: THE SOUTH 100 FEET OF THE FOLLOWING DESCRIBED PARCEL PORTIONS OF LOTS 5 AND 8, OF GULFSTREAM OCEAN TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 16, PAGE 81, PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA. DESCRIBED AND BOUNDED AS FOLLOWS ON THE NORTH BY A UNE PARALLEL TO AND 245 FEET SOUTHERLY FROM MEASURED AT RIGHT ANGLES TO THE NORTHERLY UNE OF SAID LOT 6: ON THE SOUTH BY A UNE PARALLEL TO AND 275 FEET NORTHERLY FROM. MEASURED AT RIGHT ANGLES TO THE SOUTHERLY UNE OF SAID LOT 5: ON THE WEST BY THE EASTERLY RIGHT OF WAY UNE OF THE OCEAN BOULEVARD (STATE ROAD A -1-A), AND ON THE EAST BY THE WATERS OF THE ATLANTIC OCEAN. TOGETHER NTH THE FOLLOWING DESCRIBED PARCEL A PART OF LOT 6 OF GULFSTREAM OCEAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 16. PAGE 81. PUSUC RECORDS OF PALM BEACH COUNTY. FLORIDA, DESCRIBED AND BOUNDED AS FOLLOWS BEGINNING AT THE INTERSECTION OF A UNE 245.0 FEET SOUTH OF AS MEASURED AT RICHT ANGLES. AND PARALLEL NTH THE NORTH UNE OF SAD LOT 6, AND THE EASTERLY NIGHT OF WAY UNE OF OCEAN BOULEVARD (STATE ROAD A -1-A); THENCE EASTERLY, ALONG SAID PARALLEL UNE, A DISTANCE OF 36.94 FEET; THENCE SOUTHERLY, AT RIGHT ANGLES TO THE PREVIOUSLY DESCRIBED COURSE„ A DISTANCE OF 45.0 FEET TO AN INTERSECTION WITH A UNE 290.0 FEET SOUTH OF, AS MEASURED AT RIGHT ANGLES, AND PARALLEL WITH THE SAID NORTH UNE OF LAT 6; THENCE WESTERLY, ALONG SAID PARALLEL UNE, A DISTANCE OF 45.0 FEET TO AN INTERSECTION WITH THE SAID EASTERLY RIGHT OF WAY UNE OF OCEAN BOULEVARD (STATE ROAD A -1-A); THENCE NORTHERLY. ALONG SAID EASTERLY RIGHT OF WAY UNE A DISTANCE OF 45.72 FEET TO THE POINT OF BEGINNING TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 47746 Effective Lot Area 26620 FAR calculations EXISTING DEMO ! NEW NET I- Floor Uving 6270 6270 3114 3114 Ceilings over 15' (double) T402x2-804 402#=804 2n° Floor Living 2427 2427 1" Floor Covered orches oveshan s > 2 :5' 669 869 2n° Floor Covered Awnings> 3' and screen enclosure (of 50%) Garage 644 644 Gross Floor Area Out Buildings Total Floor Area Proposed 7656 First 20 ODO X.33 raw Over 20 000 X .20 1324 Total Allowable FAR Per Manual 7924 ,Total Hardscape Area St07 Requlnd Landscape Area I lot 5I e+40% 26620 U.a= 10698 Actual °/, Landscape Open 5 ce Ana 1343ed=50.54 I POOL i 1 I SITE PLAN r — w A, lu pp Town of Gulf Stream, FL (1) NORTH BRIDGES MARS ASSOCIATES, INC Eighteen Via M..... Palm Beech. Fl -id. 33480 Phone: (561) 832 1533 Fax: (561) 832 1520 MICHAEL MARK MARSH AR9030 a I ISTS PLAN a I I of 21804 of of �I SITE PLAN r — w A, lu pp Town of Gulf Stream, FL (1) NORTH BRIDGES MARS ASSOCIATES, INC Eighteen Via M..... Palm Beech. Fl -id. 33480 Phone: (561) 832 1533 Fax: (561) 832 1520 MICHAEL MARK MARSH AR9030 a I ISTS PLAN a I I of 21804 of of �I L� 30.0' EX, HEDGE TO 1 ` 36.94 S.84140'51"E. PI I I OIN Q N U 1 Qq ig pg LJ (4) SEAGRAPE t6' HT. ARCH HT F.T.B (Soil PEEN ISLAND FICl�S . FULL Ii O 0 O MAY 14 2020 I-- COASTAL CONSTRUCTION CONTROL o v �- COASTAL CONSTRUCTION CONTROL LINE (PLAT BOOK Bo, PAGE 152) RECORDED AUGUST 22, IW7 own of Gulf Stream, �(„ LINE (PLAT BOOK 36, PAGE 104) I RECORDED NOVEMBER 1978 I z TABBY DRIVEWAY U (4q) SEAGRAPE 1 (z) EX. RELOCATED SEA GRAPE TREES 6'HT FT.B (8o) GREEN ISLAND FICUS U N (2oa) GREEN ISLAND FICUS z z 1 Z 2'.1f, FULL n W 0 — i I I I OIN N U 'Sol SEAGRAPE Qq ig pg (2) NOROHNIA E GAL. 20' HT. FULL (4) SEAGRAPE t6' HT. ARCH HT F.T.B (Soil PEEN ISLAND FICl�S . FULL Ii (57)) MINIMA MAY 14 2020 I-- COASTAL CONSTRUCTION CONTROL N �- COASTAL CONSTRUCTION CONTROL LINE (PLAT BOOK Bo, PAGE 152) RECORDED AUGUST 22, IW7 own of Gulf Stream, �(„ LINE (PLAT BOOK 36, PAGE 104) I RECORDED NOVEMBER 1978 I I I J I JI U (4q) SEAGRAPE U U 6'HT FT.B (8o) GREEN ISLAND FICUS U 05) SEAPLUM TREES U I iti HT. MATCHING iz.�Y. FULL U N U 'Sol SEAGRAPE (i9) GREEN ISLAND FICUS 1 GAL. 3 HT, FULL I (2) NOROHNIA E GAL. 20' HT. FULL (4) SEAGRAPE t6' HT. ARCH HT F.T.B (Soil PEEN ISLAND FICl�S . FULL (8q) SEAGRAPE 4'.5 HT FTB (57)) MINIMA (5) SEAGRAPE N 4. POT, PULL, @9"OC (19)NOROHNIA (930 MINIMA w e'HT F.T.B Q J 6 AT. STD 4'101L FULL. @ e' OC (50) GREEN ISLAND FICU� 12'-'. FULL 407.45 S.84140'51"E. a 9- — 55IDESETBACKI (22) MONSTERA Uo) SEA PLUM VINES GAL. 3 HT, FULL 6' HT. ESP TO WALL C 1 (5) RHAPIS (3) RHAPIS 11 6HT 6 HT 'I � DRAIN FIELDS BY OTHERS ' PAGE FFE2—NAVD (2) BOUG4INVILLEA VANE (3)xGpg!NISLIAIND FICUS — SEPTIC. TANKS BY OTHERS 2 i2 t2 FFE CC �1 •I OFWIM1DOW dMIN [-TO WALL. IS TRELEVINE -I O -ate LAWN (2)COCONUT PALMS SLIGHT CURVE, ,6'GW (5) RELOCATED COCONUT PALMS FROM ONSITE, COORDINATE WITH LA h)SEAGRAPE- RELOCATED FROM ON-SITE COORDINATE WITH LA (3) EX. SEA GRAPE LAWN 0 I (5)CONFEDERATE JASMINE — ,z HT 3: (2) TRAVELER'S PALM FIE TI.2o NAVD LAWN LIMITS OF LAWN mILAWN OF NDOW 'WOODEN PICKET I FENCE ___]jj - (4) BOUGAINVILLEA VINE APPROXIMATE LOCATION oo' I 12 HT, OF E{(. DUNE VEGETATION AREA TO B Ii FILLED AND REPLANTED I 36 I 107 (30 NOROHNIA ,6' HT, PLEACHED HEDGE UN DERPLANTED W/ (50o) GREEN ISLAND FICUS (5) BOUGAINVILLEA 1, HT WALL PLANTER MIX (4) BLUE AGAVE q)AGAVE (4J SEDUM (,I) ALOE TROPICAL PLANTING MIX (TYP ) (q) PHILODENDRON GIGANTEUM (4) CHINESE PAN PALM (4) FISHTAIL FERN 11 ® WITH SAME VEGETATION FOR 12' ® CL I SEAWARD INTO DUNES OF WINDOW ApDITIONAL FILL VOLUME. FIE o APPROXIMATELY 222 CV OFSAND — — 1s SIDE SETBACK J I o o ® LAWN ® ..® _j S.84I4o'St"E.125.45 — — — — — — — — — SOUTH PROPERTY LINE OF PARCEL IN QUESTION IS ASSU MED TO BEAR S.8414o51'E. (33o)GREEN ISLAND FICUS (:)SEAGRAPE IS) COCONUT UPVE,6PALMS W '.tY, FULL e' HT F.T.B SLIGHT CURVE itiGW GAL 30 TSFU`A 2 (5o) GREEN ISLAND FICUS EX. RELOCATED U5J RAPHIS PALM ZOEA2G0RAPE TREE 2 z% PULL (q oo) SEAGRAPE 4'HT, 3c OC, FULL x (:)SEAGRAPE "5'HT F.T.B (m) SEAGRAPE Io' HT FT.B (q) ALE%ANDER. PALM— LCT (aooHTPTS ) GREEN ISLAND FICUS (so) G EEN FULL ISLAND FICUS (So) GREEN ISLAND FICUS �2 FULL tz'.iz'. FULL (")CLUSIA t2 2 (d GREEN BUTTONWOOD 6' HT FTB 8' .18' (7) NOROHNIA (5) ADONIDIA PALMS 16' HT �o CT HT Lr) VI N )V N I V � l MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 V 107 (30 NOROHNIA ,6' HT, PLEACHED HEDGE UN DERPLANTED W/ (50o) GREEN ISLAND FICUS (5) BOUGAINVILLEA 1, HT WALL PLANTER MIX (4) BLUE AGAVE q)AGAVE (4J SEDUM (,I) ALOE TROPICAL PLANTING MIX (TYP ) (q) PHILODENDRON GIGANTEUM (4) CHINESE PAN PALM (4) FISHTAIL FERN 11 ® WITH SAME VEGETATION FOR 12' ® CL I SEAWARD INTO DUNES OF WINDOW ApDITIONAL FILL VOLUME. FIE o APPROXIMATELY 222 CV OFSAND — — 1s SIDE SETBACK J I o o ® LAWN ® ..® _j S.84I4o'St"E.125.45 — — — — — — — — — SOUTH PROPERTY LINE OF PARCEL IN QUESTION IS ASSU MED TO BEAR S.8414o51'E. (33o)GREEN ISLAND FICUS (:)SEAGRAPE IS) COCONUT UPVE,6PALMS W '.tY, FULL e' HT F.T.B SLIGHT CURVE itiGW GAL 30 TSFU`A 2 (5o) GREEN ISLAND FICUS EX. RELOCATED U5J RAPHIS PALM ZOEA2G0RAPE TREE 2 z% PULL (q oo) SEAGRAPE 4'HT, 3c OC, FULL x (:)SEAGRAPE "5'HT F.T.B (m) SEAGRAPE Io' HT FT.B (q) ALE%ANDER. PALM— LCT (aooHTPTS ) GREEN ISLAND FICUS (so) G EEN FULL ISLAND FICUS (So) GREEN ISLAND FICUS �2 FULL tz'.iz'. FULL (")CLUSIA t2 2 (d GREEN BUTTONWOOD 6' HT FTB 8' .18' (7) NOROHNIA (5) ADONIDIA PALMS 16' HT �o CT HT Lr) VI N )V N I V � l MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 N W NIEVERA WILLIAMS DESIGN Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 LPi V N U Z W N z w LL Q J a w w a Z LL Q UQ L9 N M. z z Z Q n W W O o• � O O � 0 w > L Z _ Q � W � N W NIEVERA WILLIAMS DESIGN Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 LPi MARIO F. NIEVERA U State of Florida I Landscape Architect CN I V Registration No. 6666856 EX. SITE WALL a v o S.836.94 4I40'51"E. � I RECEIVED COASTAL CONSTRUCTION CONTROL COASTAL CONSTRUCTION CONTROL PLANTER LINE( PLAT BOOK eo, PAGE 152) d t? LINE (PLAT BOOK 36, PAGE too) r i! Jp! 0 RECORDED AUGUST 221997 ()�iq / RECORDED NOVEMBER 1978 IP1I 1 Z /62 a Town of Gulf Stream, FL 0 I -- I I INGLE SLIDERGATE -PU U Q I —q U U w Z I —C NTPASTING I IDE WOOD & TABBY DRIVEWAY 8 JS 11 I GRAY PAVERS (2)PLANTEPS I WALKWAY IPE WOOD Z 100 NEW RETAINING WALL STONE WALKWAY W/DRAINAGE NEW RETAINING WALL NEW RETAININ�i WALL LANDING 8'HT(MAX.) AND IRRIGATION 8'HT(MAX.) 8'HT(MAX) 1 U I LOW WALL I GRILL AREA NEW DETAINING I ALL ALUMINUM Q• X. SITE WALL AND GATE 407.45 S.84I40'51' 'HT ("AXI 5D TE 4l A If PLANTER PLANTER _ P Af♦TER — _PLANTER _ — _ — _ — R ING WALL 15 Z w u M 'HT MAX. 4'H ^: PLANTER PRIVACY GATE y 1 .16.50 a W — — — — — .10.00 O s6 Z, 14.U0 •14.W .1650— -So PLANTER a 7 LL -- _ —t5'SIDE SETBACK ( Q Q PLANTER I PLANTER PL PL I ❑ PL PLr7 N Lt/ Q/ n I .16.>0 .16. o .1671 .1687 i IF R] Q � Qj I 11 Q n Go = M �a I Q � IrJ ul Iv1 I GARAGE FFE l2 oo NAVD ( X17- -1720 FFE FFE N , Q M I LIMITS OF LAWN ' M 0 A/C 10 11 -17 -1 7.10 Q I .1150 X16.5 •1675 p W 11 11 - PLANTER PLANTER J@O TOW ® •16_n5 O Pl D PL O IS.So 15.00 13.00 v.00 m 0 . ,.. � I 20.0 TO I > U Q 1 GENERATOR FEE 17 20 NAVD -- - LA N r p O Q 3.3 LIMESTONE STONE PAVERS I OOL •15.25 .16 o N I LAWN •16.75 'tAlo OF NDOW •16.60 30' WOODEN PICKET Q a w Z 01 EQUIP ENT J.00 W -754. , FENCE 15 o•lsoo I LIMESTo E PROXIMATE LOCATION E�. DUNE VEGETATION M O ry 0 e� SETBACK gi ®• PL DL PROVERS IAREAT ,15. BEFILLED NDREPLANTEDWITHSA voo - VEC UMEAP F R SEAWARD INTO SA ADDITIONAL FILL VO UME: APP X�MATELV CVSAN LAWN 2 •3'�6' OF WINDOW 2zz .OF I LAWN � PD1 — — — _ — •1 42 17.20 CU PPE01 I o I ^ 3 SIDE SETBACK) w U ,3.00 CORTEN STONE 1n D m I LAWN O 1C O — NEW 14. RETAINING WALL w/ PLANTER I RETAINING 8' MA% MAX. 414PLANTER -15.25 16.75 - DESIGN EXISTINGNEW 107.57 I S.84I4o151 E.125.45 NEW RETAINING WALL SITE WALL RETAINING WALL B'HT(MAX) NE RETAINING ALL MAX. B'H I SOUTH PROPERTY LINE OF PARCEL IN 4 HT (MAX) EX. SITE WALL CORTEN STEEL I QUESTION IS ASSUMED TO BEAR 5.8414051'( OUTDOOR SHOWER NEW RETAINING ALL PLANK PAVER IN GRAVEL BED BHT (MAX.) LAWN STEPS (TVP) HEATED CAST STONE TUB SITE WALL - 223 Sunset Avenue 30.0' I j HT. FROM ADJACENT GRADE SVite WALL WITH DECORATIVE GATE or i Palm Beach, Florda 33480 P: 561-659-2820 F: 561-659-2113 OVERALL SITE CALCULATIONS: SITE AREA- 26,620 SQ FT I MINIM UM LANDSCAPE: j NIEVERAWILLIAMS.COM REQUIRED• 1o.648 SQ FT 40% PROPOSED • 13.436 SQ FT 5o.5% 0I V d � I LI } I N FEET O 2 4 8 16 24Lo 61 SCALE: 3/32"=i -o" `W .. � t!f � tJ ' fq��`j{ /per xy 7 {{{iy,e ♦♦ .+M ,. '�1. °ip r ! it •a' . � J t. r r :! r r Md vy A vv�.% i a _ L.}•� i .�r.�.' !t � t r, t it •r� r r�•t' r r r, •Y ' y ♦ a 1 T t t i a,�✓ '( r, f �! ! r '. ' IY .J TOW N,. to r !�+ t r j •1 f1 rr ✓' r r r t t• r 7r7 ^ f `t " .. t N tr Y t + t Z Is rf . , fri ° , r^ri -.r r •yj ,' ' ' • r '�lr t•'� ; r F r r t /relhr,nl ;} (ra.. �`: I j.'�fi tt�i • it fY�.t.+' ���l, �,"":*,'I r �'r. „r'✓!fie' r ,•,7. 1�. t .. 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NIEVERA State of Florida Landscape Architect Registration No. 6666856 TEAK WOOD DOOR STEEL HARDWARE Z 3 O S STEEL PANELS i GAP(TVP) � Q W U Z LU O H LU LL W w Z � LL O Z E U Q m � o TONE LANDING6. �- Z Z M O UJ U = RECEIVE® ® �- i \ GATE ELEVATION Q SCALE3/4"=1'-O"r) [� ,� LU LV3i Town of Gulf Stream, FL w >�aZ 0 fay, 0 0 M O O N PLANTER PLANTER w D ❑ ❑ D O O NIEVERA WILLIAMS DESIGN PLANTER PLANTER 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM GATE PLAN ENLARGEMENT D,3 �3 SCALE: 3/4'= Y- 0' : 04, Is> �a ol Mi ah x I.J Ame V EY -Am 4 r4 41t , At X4 tic -I lot' AI rot_ ii I -, A J RECEIVED AY 14 202 ikFj- TO All -to ifR lix w �44 Air 1��k Ilk 1�0 40 -el aj *14 Ski 01 O.P.2" Or jet N a . . . . . . . . . . MO 1 Al I. If-- 4V U 7i". 10- RECEIVED MAY 14 2Q,0 Town of Gulf Stream, FL 10 MAPIO F. NIEVEPA State of Florida Landscape Architect Registration No. 6666856 N W NIEVEPA WILLIAMS DESIGN Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 NIEVEPAWILLIAMS.COM Imi 0 Z w Q Va Zu. 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Cl. a) m C Q) cn U L —O Cl) E c N cn 0 U c Q) "O a) 0 U _ E CO o E O N d L.w tL tL En a) 0 O U � U) m d E O E YEn cn 0) -O (n V d) c l4 N K o_ �O J t0 a) > C a) a) co C N !n rr dcr O L 'C N L -C t Ix H U O N M 0 tL U U U a V U o u co m E a) L O C co Q1 m 0 cn U CD �O CL a) w O 4. tU O E Qa w N 3 O Cl? 0 a) L O C: Q O W N O N LLE Q N Cl? Q Q E O LL co O a O_ Q J U— CIO a> C/3 0 h— cl- a) y U a) O a a) O C O m c rn N a) a) Cl) C m J LL Cl) (D L G ai 'Cc C) m c Cc a) L � U C ao to a) � o y C a) (0 'C J O y � N OL LL O f9 w O m C a) U O U Q) � C C C Ca N o J' t J 1_l_ ® O E N LLI N w r --i L LU Q o O O 0 O N C7 Q Q E 0 LL m O CL a Q C 0) E OL 0 m 0 � ` O 0 O N C O O m U E OL _ a) 0- m Q cn 40 LL- C= - cNi E ui C= lz > C -,J <D rY LU QD LLJ C3 C, _� : __ �,�t 71 JT 46 izvz 175e I ?,! W.A `26 AVENUIE A,? 40 40 LL- C= - cNi E ui C= lz > C -,J <D rY LU QD LLJ C3 C, FA N S 20 0 10 20 GRAPHIC SCALE 1=-20' ___ N. UNE OF THE N. IO �OF S.E. 1/4 OF SECTION 4-46-43ACCURATE LAND SURVEYORS, INC. ' - --------- L.B. #3635 1.35'x1.35 damn (t)9) of PARCEL CONTROL M 1150 E. ATLANTIC BLVD. -000-5080 20-45-46-04-00TEL. (954) 782-1441 .n POMPANO BEACH s' D 5' c1.kHnk tante PowER SET IRO FLORIDA 33060 . x 11 001 jj' ] k CAP OD FAX. (954) 782-1442 SET 1/2= IRON ROD ^ — X YL- x --. x -- X _.- X L.-_ POLE LB 3635 'k CAP LB 3635 BOUNDARY & TOPOGRAPHIC SURVEY p ' ?f _p 00 x i 90Oo + 4.94'� Q o.Ofi'-E gOb000 '' t LEGEND OF ABBREVIATIONS: od DCi: NTRAL AN'GI.E -}1 - ILTO IN FEET EASED ON'N.A \'D. WSJ 0a A ARC LEnGTH SQ FT 501 AFF F- C. = CHORD BEARING PCP= PERNI:INEN�CONTROI- POINT 11 IEADIC:J I` HE II - PILII HES\CII COUNTY RECORDS E �o I - RIr HI'0F N' Y p P1 0�0\ w Ip' - PC IN'I OF(A%\Tl'RE NkD .g PARCEL 2� P- nllvl OF'r,wGFNCY Puc _ P NI oF[ >1rr:cealEn'r pal - T". MHTER PCL.:. Pl\TCF HLG RING 00 $ 10' chalnlink I -C, UI1 - UYLRHANG AC = .AIH fONDI HONER CD N - NORTH FN D FL ND S- SOUTH CHATT CIIATTAliOOCHEE r- p _ m F - EAST STA. - SAI °1 d ZaZ \I - EST FPI.. = F10 IDA PORTR i LIGHT OU IONIC - C(IN('RETE NT.S - NOT TO SC>LF Pg +d Vg Q D.B DEED BOOK PC.R - BROU ARD COL?IT1' RE CORDS C F CIIAIN LINK FENCE MUCK N H DADE COUNTY RECORDS Cl .LVD. FOL 'I.Et RD P. B. PLA F BOOK LNCH E CRO CHNIENT O.RR OFF ICI LRECORDS BOOK IP IRO PIPF FF FINISHED FLOOR I.R. = IRUNK D GAR C:\RAGE FOUND PRM a VERMAnLNI RF IR -f E'.I(l l:\ILN LLHC. - HLtllitil: valve 5/8" NG.I'.D - NiTION.II. GFODL NC I'F.'RTIC LUAt'UM SCC - SIC IDV m IRON ROD N. UNE OF LOT 93 x L F LIILITY E.4SF EN1' TOUR I(W'NSHIP k 35} OO PUT LIMITS DE DR A INAGEEASF IEN'T ROE. RANGE 0/50.99'-E g0 AF = ICHOR F-ISE\LAT CL = CL.TERLINL NIAIIT IT T - - - ♦ - - p Caly U.1 11 T1) - B\tERICIOftL An A. PI _ AS IIA' T / - Zg - - d' - - °• HSPS) nATIONEAL SOC MH - MANHOLE IAI IISIT -- -_ _ a - - - - - - - (tl) - MLASU RED SET 1 2- IRON ROD Q Q� A' _ 5.00 k CAP LB }635 ' 7-7- --' LP LIClII WLE PER P.B. 27, SITE BE vol SET 1/2' IRON ROD 115.00' DTITLE ASSOCIATION FOOT FLORIDADEPARIkIEN-OFTRAN'SPOR'I PATIO AGE 69, B.C,R. FOUND 1, CAP LB 3635 \ I IE fI'OF PROFESSIONAL SL'RVEYURS NAIL 25: 88. \` 12' UTILITY AO N.E. CORNER NO I.D. _ P.O.B. 4j20• EASEMENT qI4 I LOT 93 N.W. 9. STREET ADDRESS: .. CORNER - - - - - - - ' LOT 93 fir-- 2775 AVENUE AU SOLEIL GULFSTREAM, FL 33483 JO � I`p - TILE I '� Ao -R,� 'ems n aiK H a, 4� I LEGAL DESCRIPTION: +pp LOT 93, AND THE EASTERLY 110 FEET OF THE WESTERLY 272.58 FEET OF THE SOUTHERLY 70 FEET OF THE NORTH 100 P� /11 o0 /// dop FEET OF THE SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST LYING EAST OF THE U.S. HIGHWAY equip—t9 V �� /1, PALM BEACH COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: IA ... /-XI •dg PARCEL 1: N LOT 93, PLACE AU SOLEIL. ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 69, OF . . M% PERIMETER AREA AT: �` \ THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. w OR M GROUND ELVEL IS 2641 r,\ J N SQUARE FEET MORE OR 1 •) I PARCEL 2: U 27.32' :'LESS l` _ 5' cha'nlink fence THAT CERTAIN PER EON OF THE NORTH 100 FEET OF THE NORTH 3/4 OF THE SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP (Y S I1. I� f 46 SOUTH, RANGE 43 EAST, TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA. LYING EAST OF THE EASTERLY RIGHT v p LOT 93 4 .. _ «a 00 OF WAY LINE OF U.S. HIGHWAY NO. 1 (STATE ROAD N0.5) AND WEST OF THE WESTERLY RIGHT OF WAY ONE OF THE INTRACOASTAL WATERWAY AS SHOWN ON THE PLAT THEREOF, RECORDED IN PLAT BOOK 17, PAGE 148, PUBLIC RECORDS OF PLAM BEACH COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: `C+ .'.�.: a 2730 11108' BEGIN AT THE NORTHWEST CORNER OF LOT 93, PUCE AU SOLIEL, ACCORDING TO THE PLAT THEREOF, RECORDED IN a EN .o ':.: PLAT BOOK 27, PAGE 69, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE EASTERLY ALONG THE NORTH p I ., '� 'I STORY RESIDENCE .. I BOUNDARY LINE OF LOT 93, PLACE AU SOUEL. A DISTANCE DF 5 FEET; THENCE NORTHERLY AT A RIGHT ANGLE TO THE 2775 AT ELEVATION Q S p F.F.ELEVP♦•R .2B' -E NORTH BOUNDARY LINE 9 LOT 93, A DISTANCE OF 70 FEET; FRONT IN EASTERLY ALONG A UNE PARALLEL TO THE NORTH Yj! AT THIS ENTRANCE' U ID AT THA CE . I x _ BOUNDARY LINE OF LOT 93. A DISTANCE OF 110 FEET TO A PONT INTERSECTING A UNE DRAWN FROM THE NORTHEAST CORNER OF LOT 93 AT A RIGNT ANGLE TO THE NORTH BOUNDARY UNE OF SAID LOT 93, THENCE SOUTHERLY AT A I RIGHT ANGLE FOR A DISTANCE OF 70 FEET TO THE NORTHEAST CORNER OF SAID LOT 93; THENCE WESTERLY ALONG THE valy Ltle-" '.'FF ELEVATION I NORTH BOUNDARY UNE OF SAID LOT 93, FOR A DISTANCE OF 115 FEET TO THE POINT OF BEGINNING. a kR GARAGE AT THIS. ENT(EANCE OELEVATIONI o LOT 92 p tfie 4 ... 22.00 15,50'10 98' IRON 1ROD v.n' od ...zssoCERTIFY TO: & GAPL I 1. CHESTER C. SNAVELY LB 3635 light j �p3 O m p +g i pole g T I ISET 1/2' IRON ROD h 07fS FOUND �Oe $� I CAP LB 3635 NAIL ,`j�� 25. 0' ❑elactr, h. .. d� .. dj. I NOTES: NO D . O' box a I. UNLESS OTHERWISE NOTED FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. SITE B.M.9•�5 I EASEMENT 2. BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF N/A. p0 �r SET 1/2' 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHIP, RIGHTS-OF-WAY, EASEMENTS, OR OTHER 1 &52 7 ROAN ROD &CAP d G Ph It /4y y� ORS. INC 4A RS OF OWNERSHIP OF O FENCRDS ES AND WALLSY ACCURATE IFNYU NOT YDETERMNED, $43 LB 3635 `i V Y/ Id I� 5 THIS DRAWNG IS THE PROPERTY OF ACCURATE LAND SURVEYORS. INC AND SHALL NOT BE USED OR REPRODUCTED =g a IN WHOLE OR IN PART WTHOUT WRITTEN AUTHORIZATION B 6 THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON, TO BE VALID ONE YEAR FROM THE LAST I A-65 551271j,.. ?7 DATE OF SURVEY AS SHOWN. 7. THE FLOOD ZONE INFORMATION SHOWN HEREON IS FOR THE DWEUABLE STRUCTURE ONLY UNLESS OTHERWISE R=25.001 ' Q INDICATED. L=26.761 ItgS %? 709 Po B. THE LOCAT10N OF OVERHEAD U LITY LINES EAPPROXIMATE E TO THEIR PROXIMITY ABOVE GROUND. SIZE, TYPE A QUANTITY MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION, T=16.211 + 5 93. 2 9. PERIMETER AREA OF THE SUBJECT PROPERRY IS 21937 SQUARE FEET, OR 0.5036 ACRES, MORE OR LESS q.p� �dg �gssJ I FLOOD ZONE DATA: ELEVATIONS: far d ❑WT FLOOD ZONE:X REFERENCE BENCHMARK: FOUND 5/8' IRON ROD BASE FLOOD ELEVATION: N/A PALM BEACH COUNTY BENCHMARK \ w Nq<r CATV CAP No I.D. CONTROL PANEL NUMBER: 1 2 51 09 /1 20 9 900 9 7 7/0 981-F CLUBHOUSE ELEV: 11.288lq0 EFFECTIVE: 10/5/2017 \VFNUe 4pw4 r. 7`v,[ Ipae o REVISED: 10/5/2017 DATE OF FIELD SURVEY: 10-18-19 DRAWN BY: AL �F\<. FIELD BOOK: 19-2500 CHECKED BY: RLT REVISIONS h SURVEY UPDATES DATE OF SURVEY h BY -5.: 'q REVISIONS SITE B.M. .�.. CHANGE CERT AND ADD SQUARE FOOTAGE 05-08-2020 MLW �... .'SET NAIL UPDATE SURVEY SU -20-0807 05-01-2020 AL RLT h.olsc CERTIFICATION: �.. THIS IS TO CERTIFY THAT THIS ABOVE GROUND SKETCH OF BOUNDARY SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND IS ACCURATE - AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.I FURTHER CERTIFY THAT THIS SKETCH MEETS THE CURRENT STANDARDS OF S E A G PRACTICE, ESTABLISHED BY THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODES, NOT VALID WITHOUT PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE SIGNATURE AND THE ORIGINAL RAISED _ SEAL OF A FLORIDA Q'g ���ICENSED SURVEYCR AND MAPPER ROBERT L. THOMPSON (PRESIDENT) PROFESSIONAL SURVEYOR AND MAPPER No.3869 - STATE OF FLORIDA SHEET 1 OF 1 1 SCALE 1'1=201 SKETCH NUMBER SU -19-2500 W N E h Yyk4L S Y -I V 57. .R. AIL - NAIL � 25 NO I.D. FOUND wlw 5/8' IRON ROD 353 00 030'-S SET 1/2' IRON ROD -5.00 & CAP LB 3635 - w, SET 1/2; IRON ROD " &CAP LB 3635 P.O.B. Re4rio• H N.W. CORNER - LOT 931 3sco e� gSc a� J,na i &fts wI - JI f �I> 3 4°° m -SE 27.32' N. UNE OF THE N. 3/4 - - __ _ _ _ _ _ {{ - - - - - - - - - - - - - - - /-OF S.E. 1/4 OF SECTION 4-46-45 - C Z 1.35'x:.35' ( 1.1 (� IR CO - ,TIO ER Q ¢ 0. - FrAHUOC H[L - STATIO\ �. dNlnn y29 - PLAT ENCH ECROACHEI. ORE IP IROn PPE - OFFICIAL RECC ITS-- - H.D FLUOR (lA') PARCEL CONTROL 0 20-43-46-04-00-000-5080 t \ 12' UTILITY \l J l m 4 37.11' n SET 1/2• & DR LB 363s I }7 STREET ADDRESS: 2775 AVENUE AU SOLEIL GULFSTREAM, FL 33483 _OOr 5' donJlnk p R &CAPS fentt POLE r - TILE �j �'I SET 1/2• IRON ROD - x x -X LB 3635 \CERnFlCAnON: \ & CAP LB 3635 . -0 X - LoPERIMETER 4.94' 90��• q 0.06'-E b AREA GROUND ELVEL IS AT 2641 [7m' SQUARE FEET MORE ESS OR lNLOT 9.7Y .01 PARCEL 2 1 -- '3 0 "DENCE O °g I 1 STORY RESI / 27i5 Y F.F ELEVATION .. .0 Ai THIS ENTRANCE tO' enddmE ranee �� S Y -I V 57. .R. AIL - NAIL � 25 NO I.D. FOUND wlw 5/8' IRON ROD 353 00 030'-S SET 1/2' IRON ROD -5.00 & CAP LB 3635 - w, SET 1/2; IRON ROD " &CAP LB 3635 P.O.B. Re4rio• H N.W. CORNER - LOT 931 3sco e� gSc a� J,na i &fts wI - JI f �I> 3 4°° m -SE 27.32' L_F ATWPS P FEE 16A-01AAvD 8 {{ Q ° >i B[+C I.COIT... E',, D - PLA1 B Z 93 ( 1.1 (� IR CO - ,TIO ER Q ¢ 0. - FrAHUOC H[L - STATIO\ �. U y29 - PLAT ENCH ECROACHEI. ORE IP IROn PPE - OFFICIAL RECC ITS-- - H.D FLUOR 115.00' - G RACE - FC RIC �G\'D -'0 ICFODFT.. > OAT ..\ \ 12' UTILITY \l /�V I ° IRON ROOD D 4 37.11' 4 & DR LB 363s I }7 0, RECEIVED,' MAY 112020 Town of Gulf Stream, FL 20 0 10 2D GRAPHIC SCALE 1'-20' g0 7 4°° q 4 d qB �~ L_F ATWPS P FEE 16A-01AAvD 8 {{ K - 'TI PPI R RM' RIGHTOF`AAY >i B[+C I.COIT... E',, D - PLA1 vC - POIUTOFC:R 0 AIRF P P01\T OF 1, ni IOIC N. OF LOT PLAT ITS 93 ( 1.1 (� IR CO - ,TIO ER ORT D 5 _OITN L I E EAST ST>I 0. - FrAHUOC H[L - STATIO\ �. - T - LAI B Get - 0 1. B0 ARD CCI Tl RECORDS W D>DF TY 0.FCORDF y29 - PLAT ENCH ECROACHEI. ORE IP IROn PPE - OFFICIAL RECC ITS-- - H.D FLUOR 115.00' - G RACE - FC RIC �G\'D -'0 ICFODFT.. > OAT ..\ \ 12' UTILITY \l L k UATTL 1 5E E I DE DP,AI GEE EIE T CE L 'iHORF - i P AC- I FSMT LASF H FLF\ CEt. T ,' EASEMENT ell. RA E' ` IC 'ALT A FRC L OTITLF S il0 GJO !NCIK naT ♦>t <.OI Ir T\OFC nF[... rt�A c. tr� y\'t1� STREET ADDRESS: 2775 AVENUE AU SOLEIL GULFSTREAM, FL 33483 UPDATE SURVEY SU -20-0807 05-01-2020 AL.RLT r - TILE �j �'I 11 \CERnFlCAnON: \ THIS IS TO CERTIFY THAT THIS ABOVE GROUND SKETCH OF BOUNDARY SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND IS ACCURATE PT LoPERIMETER AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.I FURTHER CERTIFY THAT THIS SKETCH MEETS THE CURRENT STANDARDS OF S E A AREA GROUND ELVEL IS AT 2641 [7m' SQUARE FEET MORE ESS OR lNLOT 9.7Y 93 �q4_PARCEL 1 -- Ig 0 "DENCE 27.30 1108' go 1 STORY RESI / 27i5 Y F.F ELEVATION .. .0 Ai THIS ENTRANCE \ FFELE BATON - AT THIS ENTRANCE - _ C AND MAPPER F.F. ELEVATION GARAGE EELEVATIONb .AT, THIS ENTRANCE " 23.50 tile_ � 1530' 1099' !Af --�" cj1"c 1 WCOos N.E. CORNER LOT 93 ACCURATE LAND SURVEYORS, INC. IF L.B. #3635 1150 E. ATLANTIC BLVD. TEL. (954) 782-1441 POMPANO BEACH FLORIDA 33060 FAX. (954) 782-1442 BOUNDARY &TOPOGRAPHIC SURVEY LEGEND OF ABBREVIATIONS: \�\ \ A - CENTRAL ANOIF +� L_F ATWPS P FEE 16A-01AAvD ARC _EGTH SQ F- - Ca • C1,,ORD E, "I'll vcv - SOL ARE GEE_ > �G+T ccnrnnl Pnn-r K - 'TI PPI R RM' RIGHTOF`AAY >i B[+C I.COIT... E',, D - PLA1 vC - POIUTOFC:R 0 AIRF P P01\T OF 1, ni IOIC - n.VlAD6f ATE TER { 0 - OH O1'ER4 AG C ( 1.1 (� IR CO - ,TIO ER ORT D 5 _OITN L I E EAST ST>I 0. - FrAHUOC H[L - STATIO\ W 11 - L 5 DB DED BOOR R - T - LAI B Get - 0 1. B0 ARD CCI Tl RECORDS W D>DF TY 0.FCORDF HI 111 H., IJE11. B - PLAT ENCH ECROACHEI. ORE IP IROn PPE - OFFICIAL RECC ITS-- - H.D FLUOR IR - ON O G P R 1i PERNA E RE ERE. ENO -.',-T E - G RACE - FC RIC �G\'D -'0 ICFODFT.. > OAT ..\ - C O. L k UATTL 1 5E E I DE DP,AI GEE EIE T CE L 'iHORF - i P AC- I FSMT LASF H FLF\ CEt. T ,' - A HOLE - f t ell. RA E' ` IC 'ALT A FRC L OTITLF S il0 GJO !NCIK naT ♦>t <.OI Ir T\OFC nF[... rt�A c. - OR! PU.L - FI .D4 DEGAR tE�'1 :F TRA. SPORT �.':(+ STREET ADDRESS: 2775 AVENUE AU SOLEIL GULFSTREAM, FL 33483 UPDATE SURVEY SU -20-0807 li9hl -0A/ 0.I ,,SET 1/2• IRON ROD FOUND I CAP LB 3635 NAIL25. O<lectr I. ), NO .D6' SITE B.M. - 9.33 Oj 852 r+ SET 1/2- IRON ROD &CAP q43 LB 3635 O A-65'55'27 qt R=25.00'q L=28.76' q°s T=16.21' LEGAL DESCRIPTION: LOT 93, AND THE EASTERLY 110 FEET OF THE WESTERLY 272.56 FEET OF THE SOUTHERLY 70 FEET OF THE NORTH 100 \�\ \ FET OF THE SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP 46 SOUTH. RANGE 43 EAST LYING EAST OF THE U.S. HIGHWAY /1, PALM BEACH COUNTY. FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: �\� FARCE T. LOT 93, PLACE AU SOLEIL ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27PAGE 69, OF THE PUBUC RECORDS OF PALM BEACH COUNTY. FLORIDA. PRCE4 2: chaminx lance THAT CERTAIN PORTION OF THE NORTH 100 FEET OF THE NORTH 3/4 OF THE SOOTHE AST 1/4 OF SECTION 4. TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOW OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA, LYING EAST OF THE EASTERLY RIGHT ,//-5' OF WAY UNE OF U.S. HIGHWAY N0. I (STATE ROAD N0.5) AND WEST OF THE WESTERLY RIGHT OU WAY UNE OF THE INTRACOASTAL WATERWAY AS SHOWN ON THE PLAT THEREOF. RECORDED IN PUT BOOK 17, PACE 148 PUBUC RECORDS ELEVATIONS: OF PLAM BEACH COU , FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS - x - BEGIN AT THE NORTHWEST CORNER OF LOT 93, PLACE AU SOUEL, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 27, PAGE 69. PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA: THENCE EASTERLY ALONG THE NORTH BOUNORY JNE OF LOT 93. PLACE AU SOIEL A DISTANCE OF 5 FEET; THENCE NORTHERLY AT A RIGHT ANGLE r0 THE NORTH BOUNDARY UNE OF LOT 93, A DISTANCE OF 70 FEET. THENCE EASTERLY ALONG A LINE PARALLEL TO THE NORTH BOUNDARY UNE OF LOT 93, A DISTANCE OF 110 FEET TO A PONT INTERSECTING A UNE DRAWN FROM THE NORTHEAST CORNER OF LOT 93 AT A RIGHT ANGLE TO THE NORTH BOUNDARY UNE OF SAID LOT 93. THENCE SOUTHERLY AT A 4 CAGNN051 D• TION ROD E° CAW Pae a •q RIGHT ANGLE FOR A DISTANCE OF 70 FET TO THE NORTHEAST CORNER OF SAID LOT 93: THENCE WESTERLY ALONG THE REFERENCE BENCHMARK: PALM BEACH COUNTY BENCHMARK CLUBHOUSE ELEV. n.2BB'NAYD'4<7 NORTH BOUNDARY UNE OF SAID LOT 93. FOR A DISTANCE OF 115 FEET TO THE POINT OF BEGINNING. o LOT 92 rY TENSIONS h SURVEY UPDATES DATE OF SURVEY k BY REVISIONS CERTIFY TO: W ID LN�vA r o W 1. CHESTER C. SNAVELY li9hl -0A/ 0.I ,,SET 1/2• IRON ROD FOUND I CAP LB 3635 NAIL25. O<lectr I. ), NO .D6' SITE B.M. - 9.33 Oj 852 r+ SET 1/2- IRON ROD &CAP q43 LB 3635 O A-65'55'27 qt R=25.00'q L=28.76' q°s T=16.21' q 'Y e....'p� %•> q� °+UNLESSWI W1,61 q� q Or w"ey J `*j 0+ 72g 7�9 )24SIZE, 93' UTILITY EASEMENT A7 _ �q +O i 1. UNLESS OTHERWISE NOTED FILLED MEASUREMENTS RE IN AGREEMENT WTH RECORD MEASUREMENTS 2 BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF N/A. 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHIP, RIGHTS-OF-WAY, EASEMENTS, OR OTHER WNERSHIRECORDS BY ACCURATE LAND SURVEYORS. INC. MATTERS OF 4. OWNERSHIP P OF FENCES AND WALLS IF ANY NOT DETERMINED. 5. THIS DRAWING IS THE PROPERTY OF ACCURATE LAND SURVEYORS, INC. AND SHALL NOT BE USED OR REPRODUCTED 6 THIOLE OR IN PRT WITHOUT WRITERIEXCL AUTSIVE USE OF N.T 6. THISSURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON, TO BE VALID ONE YEAR FROM THE LAST TE OWN D]^TH� 000 ONE ISURVEY ASNFORMATION SHOWN HEREON IS FOR THE OWEEABE STRUCTURE ONLY UNLESS OTHERWISE ID THE LOCATION OF OVERHEAD UTILITY UNES RE APPROXIMATE IN NATURE DUE TO THEIR PROXIMITY ABOVE GROUND S VERIFIED0DESIGN F T,U 9OR 0.5036 ACRES MORE OR ESS PERIMETER AREA OF'HESUBJEPROPERRYY IS 219SQUREOET, qB° °J�s q wl e FLOOD ZONE DATA: ELEVATIONS: 4 fJ \�fN RD4pw4r &o�QF qU Ghr,aA\ SO(F/� 4r �Y_E\ - 4 CAGNN051 D• TION ROD E° CAW Pae a •q FLOOD ZONE:X BASE FLOOD ELEVATION: N/A CONTROL PANEL NUMBER: 125109/12099CO977/0981-F EFFECTIVE: 10/5/2017 REVISED: 10/5/2017 REFERENCE BENCHMARK: PALM BEACH COUNTY BENCHMARK CLUBHOUSE ELEV. n.2BB'NAYD'4<7 DATE OF FIELD SURVEY: 10-18-19 FIELD BOOK:19-2500 DRAWN BY: AL CHECKED BY: RLT TENSIONS h SURVEY UPDATES DATE OF SURVEY k BY REVISIONS \ \\ - SITE B.M SET NAIL �? & DISC CHANGE CERT AND ADD SQUARE FOOTAGE 05-08-2020 MLW UPDATE SURVEY SU -20-0807 05-01-2020 AL.RLT \CERnFlCAnON: \ THIS IS TO CERTIFY THAT THIS ABOVE GROUND SKETCH OF BOUNDARY SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.I FURTHER CERTIFY THAT THIS SKETCH MEETS THE CURRENT STANDARDS OF S E A PRACTICE, ESTABLISHED BY THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODES, NOT VALID WITHOUT PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA _ �FO�dICENSED YOR C AND MAPPER ROBERT L. THOMPSON (PRESIDENT) PROFESSIONAL SURVEYOR AND MAPPER No.3869 - STATE OF FLORIDA SHEET 1 OF 1 1 SCALE 1"=20' SKETCH NUMBER SU -19-2500 rf . V i l - `mai Hazy h y k� yy Mom - 413 ' r li r� a 47 4' dow tl iX77 J -y y NA1. 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J 'ted: .oQ.:: ':u -r_.:.:-:.:-:•:-:•:• .. •• .. :3� � tL ti£ oo t °ryi_if J - �..�- 1.�JJJ x EiC• N-.O6't I I ry �• _SJJJ £4'Ztt v JJJJJJ. + 8 n in 0k A Zn I o I co s ^ �i•f °d . . - . c +099'£ a° �'�'� M MN •°°_ N m M +�• n +Cb• + N N +�• �O I N� N I QV F=MI Yip 0 1 *6 10 as _ c� O C5 Ui `° +Q� o +e� to O tD � <. v y .. . 1 AYMOVQV 11YHd$V ^, Ory cD N N 5319VA AdM d01Howcb -� 3102!10 1bN102ld0 - - - uj krt MIXZ Q Fit sti-O TOWN OF GULF STREAM LEVEL II SUBMTTAL JANUARY 31, 2020 LAVIGNE RESIDENCE LOGGIA ADDITION AND INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 CCS PROJECT NUMBER: 1915 APR 3 ©10 Town of gulf Stream, FL CCS1Architectural Enterprises, Inc. ARCHITECT: CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suite221 Boca Raton, EL 33432 Tel Office 561-479-9884 W w�rwecsarch.com E espray(ccsarchenter.coin Architecture Business AA26001852 Interior Design Business 1826001782 CONSULTANTS: MEP ENGINEERING AMERICAN UNITED ENGINEERS 5130 N Federal Huy kl, Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEIRING: STRUCTURES INTERNATIONAL. INC. 1501WILES ROAD CORAL SPRINGS, FL 330(17 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIAADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31T2020 DRAWN BY: CC S PROJECT PHASE'. TOWN OF GULF STREAM LEVEL II SUBMITTAL t OWNER CHANGES 4/2812020 CYNTHIA C SPRAV, AIA AR 9416] SHEET TITLE COVER SHEET CS SHEET 1 OF 14 _ 582.6 FT FROM SURVEY DATED 10131/2019 FROM PINNELL SURVEYCICS 1 Architcctuml Enterprises, Inc. � 489.52 FT FRONT OF PROPERTY TO COASTAL CONSTRUCTION LINE FROM 1978 n ARCHITECT: CYNTHIA SPRAY u DESIGN &ARCHITECTURE u 499 Cast Palmeno Park Rd u 238.80 FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY INC. Suite 221 0 I- - -- -- - --- - - _ 344.25 FT FROM SURVEY DATED 1013112019 FROM PINNELL SURVEY -INC. - Boca Raton. FL 33432 U A Tel Office 561-479-9884 145 FT FROM BENCHMARK TO COASTAL CONSTRUCTION LINE 1978chcum jE p y(a cesarchenter com j lVwtffil-ZI/pa"'Pl� Architecture Business 4 Ij Y— a �( 4 lF ! 1 11 Inter 1852 - 5 -7` - - _ - t'-r.i -0� Interior Desim Business q`�Tl-7�1�11326001782661�RY r 'L �1 GREEN 1 li 47'-2 31NGLE FAMILY . L L_ U Z HQlJ�81/4' C IQ POOL 1 II CONSULTANTS. a O U MEP ENGINEERING L O BRICK PAVERS I W DRIVEWAY -- - off' AMERICAN UNITED Z � - OQ ENGINEERS r VEGETATION ' POOL DECK DECK 0 118 9-3(4• �s - - \ o ZQ 5130 N Federal Hwy #I, i. V} - --- _. -._- . _ - �I�� Ii t=Ir, '-_ ��`"7r__-�(-_r*I`,` �'' [, V". 'i. -_-'y� �iii � 6`. /_-.-:1�' .-..'���.I.J�I yxv is y -r. l t i (v - BRIE: EZEWAY I ,_.1 S _ I7�l� j✓ I 4 y' ` '�y-`<�� I?.�� U Fort \ no¢ Z F- Lauderdale, 8 PHONE: (94) 461-4314 27 10314" 147 zs FT O�QTORY STRUCTURAL ARAE ENGINEERING: PVC DECK u STRUCTURES INTERNATIONAL. INC. r I' N /�.�� Ycz, �'' SGL'-- �,, !lam � N�k,y f ��, � - I —�i �Ijr= l�`� ��,,�1I1�}�- �' � ��'- F -��P.� :r`� • 'TSI "`' "� t IG! �=r�h�l \ 7501 WILLS ROAD J T CORAL SPRINGS, FL 33067 EXISTING ONE STORY CABl BUILDING TO BE REMOVED i PHONE: (954) 227-1515 D J n 25207 FT -FROM 10/31/19 SURVEY FROM PINNELL SURVEY INC -._ _ �, 341.55 FT FROM 10131119 SURVEY FROM PINNELL SURVEY INC i u Y 593.62 FT FROM SURVEY DATED 10/3112019 FROM PINNELL SURVEY L J J LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR 1 EXISTING SITE PLAN - DEMOLITION IMPROVEMENTS SP1 SCALE: 1' =20' 1555 N OCEAN BLVD E GULF STREAM, FL 33483 = FIRST FLOOR LIVING 4,427 SQ FT EXISTING = CABANA 351 SQ FT EXISTING PROJECT NO: 1915 i SECOND FLOOR LIVING 3,363 SQ FT EXISTING DATE: 1/31/2020 L Y DRAWN BY: C C S TOTAL LIVING 8,141 SQ FT EXISTING PROJECT PRASE L J TOWN OF GULF STREAM LEVEL II SUBMITTAL OWNER GRANGES r, m.•;. - --; 4128/2020 FIRST FLOOR COVERED PATIO 412 SQ FT COVERED ENTRY 98 SQ FT A) c� 9 r 2020 EAST GARAGE 499 SQ FT U WEST GARAGE 491 SQ FT FOlvn Of n SECOND FLOOR OPEN SPACE 563 SQ FT Uhf Stream, SECOND FLOOR COVERED PATIO 26 SQ FT TOTAL COVERED 2,089 SQ FT Y TOTAL HOUSE 10,230 SQ FT 8,141 SQ FT LIVING + 2,089 SQ FT COVERED = D Y TOWN OF GULF STREAM ALLOWED 15,070 SQ FT o SEE BELOW V n L BOUNDARY AT NORTH IS 593.62 FT, BOUNDARY AT SOUTH IS 582.6 FT, AVERAGE IS 593.62 + 582.6 / 2 = 588.11 LIN. FT. z HOW TO CALCULATE ALLOWED FLOOR AREA RATIO (FAR) IN SQ FT: `'"THIAC sAaIAll D GROSS LOT SIZE IS (100 FT X 588.11 FT) = 587,811 SQ FT n EFFECTIVE LOT SIZE IS (100FT X 489.52 FT) = 48,952 SQ FT SHEET TITLE EXISTING SITE n IST 20,000 IS 33% FAR = 20,000 SQ FT X 0.33 = 6,600 SQ FT (THIS IS THE FIRST 20,000 RULE AT 33% FAR) PLAN - E AREA OVER 1 ST 20,000 IS 20% FAR = (48,952- 6,600) X 0.2 = 8,470 SQ FT DEMOLITION 6,600 SQ FT + 8,470 SQ FT = 15,070 SQ FT N SP1 15,070 SQ FT IS THE TOTAL PERMISSABLE BUILDABLE AND COVERED AREAALLOWED FOR THIS LOT SIZE AND ZONING N N SHEET 3 OF 14 582.6 FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY CCS 1 Architectural Enterprises, Inc. 489.52 FT FRONT OF PROPERTY TO COASTAL CONSTRUCTION LINE FROM 1978 ARCHI 'C CYNTHIA SPRAY DESIGN S ARCHITECTURE i 499 Cast Palmetto Park Rd 238.80 FT FROM SURVEY DATED 10/312019 FROM PINNELL SURVEY INC. Saite221 _ - - - - 344.25 FT FROM. SURVEY DATED 10/312019 FROM PINNELL SURVEY.INC. - Buc. Ratan, EL 33432 o 145 FT FROM BENCHMARK TO COASTAL CONSTRUCTION LINE 1978 Tel Office 561-479-9894 ) W--ccsarch com n m Ecspray@ccsarchenter com I U r I I _.. Architecture Business AA26001852 Interior Design Business -- I -� - _ ^n^ rfL (�_ �47,�'' �. ��q� T. ( �i✓-h w IB26001792 47'' w]L GREEN _1/41 GREEN auirJoezn Q CONSULTANTS DRIVEWAY _ MEP L'NGINLI RI\ - c k U BOOL ! N W of AMERICAN UNITED O ��I,PO118 9 3A'OL DECK - - ENGINEERS 5130N Federal Hwy ul, i E VEGETATION / o I °'°� o ¢ Pore LauNE: (954) 1-33308 14 J ¢ 99 FT _ 1'-s' , ' 147.25 FT _ -. o �. PHONE: (954) 461-4314 z a 5 � S NGLE FAMILY- �S(I( /(�•. C J 21 �10 8/4' J - LOGGIASTOi ,HOUSE -. T+� ~ �3"I I .4�, STRUCTURAL I(,y' I �J/ "7" Y 0 m ENGINEERING GREEN Z J I y 'd <Ji I I f - - - = l ( _ I i •._,/ �IIf 1 3 ' I`! j(' w STRUCTURES 7 �p INTERNATIONAL. INC. __ _._ .__ _.._ _... .. -.._. -. .T,' ��_"T�.q ^.. 7.3� `vJ�.���^\r ^�q �T„"ip�C: ��("��-r,��I -•!h ��� �� ~ ^ I'rs. T) ^ ___. _• 7501 WILES ROAD C NEW LOGGIAADDITION Z CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 � - - 252.07 FT FROM 10!31119 SURVEY FROM PINNELL SURVEY INC .,::. _. 341.55 FT FROM 10131119 SURVEY FROM PINNELL SURVEY INC_ - C J C 593.62 FT FROM SURVEY DATED 10/3112019 FROM PINNELL SURVEY 7 J J 1 SITE PLAN NEW - PROPOSED LOGGIA ADDITION LOGGIA RESIDENCE ] -- --- ADDITION&INTERIOR IMPROVEMENTS C SP2 SCALE'. V E - 1555 N OCEAN BLVD J GULF STREAM, FL 33483 C L - PROJECT NO: 1915 DATE: 1131/2020 C GROSS LOT AREA (100 FT x 588.11FT) 53,811 SQ. FT. DRAWN BY: CC S EFFECTIVE LOT AREA (10O FTX 489.52 FT) 48,952 SQ. FT. PROJECT PHASE RE C E IVr D, TOWN OF GULF STREAM 7 FAR CALCULATIONS EXISTING DEMO NEW NET LEVEL II SUBMITTAL 15T FLOOR LIVING 4,427 0 106 4,533 U CEILINGS OVER 15 FT (DOUBLE) 563 342 0 221 AryFi 3 ^ iii' 202 1 OWNER CHANGES 4128/2020 D 2ND FLOOR LIVING 3,363 0 342 3,705 APFI) IST FLOOR COVERED, PORCHES, I�ee/�Yn1 r,} ((''I� OVERHANGS > 2 1/2 FT, THIS IS 98 SQ FT Fown of Gulf Stream, FL. COVERED ENTRY+412 COVERED AT '-' FAMILY ROOM+ 26 SE balcony 536 195 770 1,111 2ND FLOOR COVERED 0 0 0 0 AWNINGS > 3FT AND SCREEN ENC AT 50% D 0 0 0 e GARAGE 990 990 D GROSS FLOOR AREA 9,879 537 1,218 10,560 10,560 0 1rz° z' U OUT BUILDINGS 351 351 0 0 D TOTAL FLOOR AREA PROPOSED 10,230 888 1,218 10,560 SQ, FT. C L � FIRST 20,000X.33 6,600 SQ. FT. OVER 20,000 X.213 (THIS IS 48,952 - 6,600 = u 42,352) X.2 8,470 SQ, FT. CYNTHIA SPRAY, NA TOTAL ALLOWABLE FAR PER MANUAL 15,070 SQ. FT. AR 94167 D SHEET TITLE TOTAL HARDSCAPE AREA 8,404 PROPOSED SITE m REQUIRED LANDSCAPE AREA (LOT SIZE X PLAN - LOGGIA E l 19,581 ADDITION ACTel / o ACTUAL %LANDSCAPED OPEN SPACE AREA 67% 32,969 N SP2 SHEET 4 OF 14 PROJECT ADDRESS: 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT DESCRIPTION THIS IS A LOGGIAADDITION AND INTERIOR RENOVATION PROJECT FOR A TWO STORY SINGLE FAMILY HOME LOCATED IN GULF STREAM , FLORIDA. PROJECT PCN & ZONING INFO: TOWN OF GULF STREAM: RSB - BEACH FRONT RESIDENTIAL PALM BEACH COUNTY ZONING: 0100 SINGLE FAMILY PARCEL CONTROL NUMBER: 20-43-46-10-00-001-0100 LEGAL DESCRIPTION: THE NORTH 600 FEET OF THAT PORTION OF THE SOUTH 668 FEET OF GOVERNMENT LOT 1, SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST, LYING EAST OF OCEAN BOULEVARD (S.R. A -1-A), PALM BEACH COUNTY, FLORIDA. PROJECT DESCRIPTION: INTERIOR RENOVATION: 1. NEW KITCHEN CABINETS 2. RECONFIGURE BAR/MEDIA/BILLAIRD ROOM 3. RECONFIGURE MASTER BATHROOM AND CLOSETS UPSTAIRS EXTERIOR IMPROVEMENT: 1. REMOVE EXISTING FREE STANDING CABANA BUILDING ON SITE AT POOL DECK 2. CONSTRUCT NEW OUTDOOR SUMMER KITCHEN/LOGGIA ADDITION AND ADD SPIRAL STAIR 3. UPDATE SOUTH EAST AND SOPUTH WEST 2ND FLOOR BALCONIES TO MATCH THE NEW LOGGIAADDITION PROJECT PLAN REVIEW DATA OCCUPANCYTYPE: PER 2017 (6TH) EDITION OF THE FLORIDA BUILDING CODE: SECTION GROUP R - SINGLE FAMILY RESIDENTIAL PER 2017 (6TH) FLORIDA EDITION OF NFPA: CHAPTER - EXISTING RESIDENTIAL CONSTRUCTION TYPE: PER 2017 (6TH) EDITION OF THE FLORIDA BUILDING CODE: TABLE 601: TYPE II -B BUILDING FIRE PROTECTION' AREA SPRINKLERED: BUILDING IS NOT SPRINKLERED REQUIRED ASSEMBLT RATINGS: PER TABLE 601 FBC STRUCTURAL FRAME 0 HOUR BEARING WALLS INTERIOR 0 HOUR BEARING WALLS EXTERIOR 0 HOUR NON BEARING WALLS INTERIOR PARTITIONS 0 HOUR FLOOR CONSTRUCTION INCLUDING INTERIOR BEAMS AND JOISTS 0 HOUR ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS & JOISTS 0 HOUR BUILDING INFORMATION: NUMBER OF STORIES: 2 STORY BUILDING HEIGHT: 22'-5" TO TOP OF ROOF BEAM LEVEL OF ALTERATION: III PER FLORIDA BUILFING CODE - EXISTING FLORIDA BUILDING CODE PER 2017 (6TH) EDITION FLORIDA BUILDING CODE, RESIDENTIAL PER 2017 (6TH) EDITION FLORIDA BUILDING CODE, ENERGY CONSERVATION PER 2017 (6TH) EDITION FBC TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES PER 2017 (6TH) EDITION FBC MECHANICAL CODE PER 2017 (6TH) EDITION FBC PLUMBING CODE PER 2017 (6TH) EDITION FBC FUEL CAS CODE PER 2017 (6TH) EDITION FLORIDA ADMINISTRATIVE CODES (INCLUDING LIFE SAFETY CODE): CHAPTER 69A-3.012: STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND OTHER STANDARDS ADOPTED FLORIDA FIRE PREVENTION CODE (2017, 6TH EDITION) WHICH INCLUDES: FLORIDA STATUTES, CHAPTER 633: FIRE PREVENTION AND CONTROL FLORIDA ADMINISTRATIVE CODE, CHAPTER 69A FLORIDA ADMINISTRATIVE CODE, CHAPTER 69A-60: FLORIDA FIRE PREVENTION CODE NFPA 1, UNIFORM FIRE CODE (2017 FLORIDA EDITION) NFPA 1 01 , LIFE SAFETY CODE (201 7 FLORIDA EDITION) NATIONAL PEST CONTROL ASSOCIATION STANDARDS CCS DE WINDOW DOORS AND CO ,POOL NOTE:uns ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017 (6TH V EDITION) THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY ARCHITECT: REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET THE REQUIREMENTS CYNTHIA SPRAY - ' OF RESIDENTIAL POOL SAFETY ACT SECTION 84107 17.1 9. DESIGN & ARCHITECTURE " 2. ALL SCREEN DOORS ARE TO BE SELF LATCHINGAND SELF CLOSING LATCHMECHANISMSHALLBE MOUNTEDAT "AYE (MIN). 499 East Palmenq Park Rd 3. ALARMS SHALL BE INSTALLED ON SCREEN DOORS. Suite 221 4. THE G C. IS TO VERIFY THATALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT Boca Raton. FL 33432 Tel Office 561479-9894 W - esarch.com E cspray(, ccsarchenter.com ` * Architecture Business AA26001852 1555 North Interior Desi6m Business 1B26001782 Ocean Boulevard > Know below. CONSULTANTS - p aCall What's before dig. MEP ENGINEERING: you 2 AMERICAN UNITED ENGINEERS 5130 N Fcderal Hwy # I. Fort Lauderdale FL 33308 PHONE: (954) 461-4314 ,vq vu O Ad STRUCTURAL ENGINEERING: Lq N ocean Blvd N 0- Blvd 4.. N Hidden Hathour Dr sraucTuaes �. AI V INTERNATIONAL, INC'. 7501 WILES ROAD CORAL SPRINGS, FL 33067 El CoNijo Cotldornmium AssocialLs PHONE: (954) 227-1515 S H1,6d-Niatu a 0, Go gie Mapdarag2026 coned DRAWING INDEX Issued Published 1 LOCATION MAP CS COVER SHEET ❑ ® - - X1 NOT TO SCALE X1 PROJECT INFORMATION SHEET ❑ ® LAVIGNE RESIDENCE - SP1 EXISTING SITE PLAN DEMOLITION® LOGGIAADDITION&INTERIOR - IMPROVEMENTS PROJECT SP2 PROPOSED SITEPLAN LOGGIA ADDITION O ® -- GENERAL NOTES FOR - A1.0 T - - FIRST FLOOR DEMOLITION PLAN -CABANA ❑ ® 1555 N OCEAN BLVD A1.1 FIRST FLOOR DEMOUTION PLAN- INTERIOR ❑ - - ® - _- - -- GULF STREAM, FL 33483 001. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE DRAWINGS AND THE PROJECT -- A1.2 - SECOND FLOOR DEMOLITION PLAN -INTERIOR ® MANUAL (SPECIFICATIONS, SCHEDULES, ETC.). THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE PROJECT NO: 1915 THESE DRAWINGS AND THE PROJECT SPECIFICATIONS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT A2 0 FIRST FLOOR - NEW WORK PLAN - LOGGIA ADDITION ❑ _.. __- ____ ..... ........_______ iz DATE: 113112020 OF ANY INCONSISTENCIESTHATHEDISCOVERS. A2 1 FIRST FLOOR - NEW WORK PLAN - INTERIOR O .......-..-. _____ __._ __... DRAWN BY: CCS 002. PROVIDE CONTINUOUS SEALANT TO PROVIDE "WATER -TIGHT" AND "AIR -TIGHT" CONDITION AT THE PERIMETERS A2.2 SECOND FLOOR- NEW WORK PLAN - LOGGIA ADDITION ❑ ® PROJECT PHASE: OF ALL DOOR FRAMES, INTERIOR WINDOW FRAMES, EXTERIOR WINDOW FRAMES, WINDOW STOOLS, CABINETS, A23 SECOND FLOOR - NEW WORK PLAN- INTERIOR ❑ ® TOWN OF GULF STREAM CASEWORK, COUNTERTOPS, PLUMBING FIXTURES, TOILET ACCESSORIES ( BOTH RECESSED & SURFACE A2.4 ROOF PLAN ❑ ® LEVEL II SUBMITTAL MOUNTED) , FIRE EXTINGUISHER CABINETS, FIRE DEPARTMENT VALVE CABINETS, ETC. ( EVEN WHEN THE JOINT AT A5.0 EXTERIOR ELEVATIONS ❑ ® y°""""` ""°"°"' 1 THE PERIMETER IS EITHER HIDDEN OR NOT READILY VISIBLE) .-- A51 -- __- - - - -- - EXTERIOR ELEVATIONS ❑_. ® t COMER CHANGES 4/28/202 ---- --- 003. EQUIPMENT INDICATED WITH DASHED LINES SHALL BE FURNISHED BY THE TENANT/OWNER AND _ _ RECEIVED/STORED BY THE GENERAL CONTRACTOR. _ 004. THE CONTRACTOR SHALL COORDINATE WITH THE TENANT/OWNER AND LANDLORD FOR THE DELIVERY AND INSTALLATION OF ALL TENANT/OWNER FURNISHED EQUIPMENT/FURNITURE. 005. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS OF THE BUILDING THROUGHOUT ALL PHASES OF CONSTRUCTION. ALL EXISTING STAIRWAYS ( IF ANY) AND RATED EXIT PASSAGEWAYS SHALL BE MAINTAINED SO THAT THEY ARE CLEAR AND ACCESSIBLE; AND THE INTEGRITY OF THE DESIGNATED RATED ENCLOSURE AROUND THEM SHALL ALSO BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. 005. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED SO AS TO PROVIDE WATER -TIGHT, WEATHER -TIGHT AND CONDITIONED EXISTING SPACE AT ALL TIMES THROUGHOUT ALL PHASES OF CONSTRUCTION. PROVIDE TEMPORARY ENCLOSURES AS REQUIRED. PROVIDE PORTABLE HEATING UNITS AND/OR COOLING UNITS TO MAINTAIN ® RECEIVED 70 DEGREES F. ( INSIDE TEMPERATURE) IN OCCUPIED SPACES, UNLESS OTHERWISE DIRECTED BY THE TENANT -4 AND/OR OWNER. 006. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS OR RESTRICTIONS, WHETHER INDICATED OR NOT. ��, y n 3 ^ �, � ,Rc`' i0- 20k '€„3; 007. GC SHALL COORDINATE ALL THE WORK OF THE TRADES. 008. CONSTRUCTION SHALL FOLLOW THE 2017 FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES. 009. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING ANY AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY IN WRITING OR THE GENERAL CONTRACTOR Town of GG'f Stream, FL SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING IF ADDITIONAL INFORMATION IS REQUIRED TO OBTAIN A BUILDING PERMIT. CYNTHIA C. SPRAY, AIA AR B4167 010. THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE FLORIDA ENERGY CODE. CONTRACTOR SHALL BE FAMILIAR WITH THE GOVERNING CODE IN ITS ENTIRETY AND AND BUILD IN ACCORDANCE WITH THE PROVISION OF SHEET TITLE THE CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND IN THE NOTES. GENERAL PROJECT CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL ELEMENTS DURING CONSTRUCTION. INFORMATION 011. PROJECT SUBMITTALS AND SHOP DRAWINGS ARE TO BE PROVIDED TO THE ARCHITECT AS PER THE PROJECT SPECIFICATIONS SECTION 01 33 00 LISTED IN THE PLANS. SHEET 013. PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUPPLYTHE ARCHITECT WITH A COMPLETE LIST OF ITEMS REQUIRING ARCHITECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING REVIEW ALONG WITH THE DATES BY WHICH THRE REVIEW MUST BE COMPLETED. X 014. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS AND PROTECTING THEIR WORK SUFFICIENTLY FROM DAMAGE FROM POTENTIAL OTHER TRADES WORKING IN THE SPACES. 015. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELLAS ALLADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN ATALL TIMES. IF THIS REQUIREMENT IS NOT COMPLETED ON A DAILY BASIS THEN THE ARCHITECT SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE SHEET 2 OF 14 CONTRACT RETAINAGE. GENERAL NOTES FOR EXISTING AND DEMOLITION FLOOR PLANS 100. COMPLY WITH THE REQUIREMENTS OF THE NOTES ON SHEET X1 WHICH ALSO APPLY TO THE EXISTING / DEMOLITION FLOOR PLANS. 10LTHE EXISTING / DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS PROVIDED TO THE ARCHITECT AND THAT MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, THE CONTRACTOR/ OWNER / SUB CONTRACTOR SHALL VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO THE EXISTING FIELD CONDITIONS; AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT ANY INCONSISTENCIES BETWEEN THE ACTUAL CONDITIONS AND THESE DRAWINGS. 102. THE GENERAL CONTRACTOR / OWNER / SUB CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DEMOLITION OR NEW CONSTRUCTION WORK (AS INDICATED IN THE CONTRACT DOCUMENTS) CAN NOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. REMOVE EXISTING CONSTRUCTION AS INDICATED, TYPICAL WALL REMOVAL SHALL INCLUDE MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CABINETWORK, CASEWORK, WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR ATTACHMENTS AS REQUIRED. AFTER REMOVAL, REPAIR HOLES IN EXISTING TO REMAIN FLOORS, WALLS, BARRIERS AND ROOFS TO COMPLY WITH ORIGINAL FIRE, SMOKE, AND SOUND ASSEMBLIES, FIRE PROTECTION REQUIREMENTS, AND STRUCTURAL INTEGRITY. 103. PREPARE SURFACES TO RECEIVE NEW FINISHES AS SPECIFIED IN THESE DOCUMENTS OR AS SPECIFIED IN SEPARATE INTERIOR DESIGN DOCUMENTS. WHERE A NEW FINISH IS CALLED FOR ON AN EXISTING SURFACE, REMOVE THE EXISTING FINISH AND PREPARE TO RECEIVE NEW FINISH. PREPARATIONS NEED TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. 104. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND ALL STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. SEE ARCHITECTURAL AND / OR STRUCTURAL DETAILS AS PROVIDED IN THIS DRAWING SET. 105. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANACES AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION (AHJ). THE THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL NOT CUT EXISTING OR NEW STRUCTURAL WORK IN ANY MANNER THAT MAY RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD / DEFLECTION RATIO. 106. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED IN ADVANCE FROM THE ARCHITECT AND / OR STRUCTURAL ENGINEER. 107. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ANY HAZARDOUS MATERIAL, THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT IN WRITING. NOTE: REMOVAL, DISPOSAL AND REPLACEMENT OF THE HAZARDOUS MATERIAL IS THE SOLE RESPONSIBILITY OF THE OWNER AND SHALL BE IN ACCORDANCE WITH STATE, LOCAL AND FEDERAL REGULATIONS. 108. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL REPLACE ANY EXISTING -TO -REMAIN MATERIALS AND FINISHES (CEILING GRID, CEILING TILE, GYPSUM BOARD, FINISHES, DOORS, FRAMES, WALL PROTECTION ETC. WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION - 109. REMOVE ALL EXISTING CONDUIT, WIRING AND DEVICES RENDERED USELESS DUE TO CHANGES IN THE EXISTING AREA REWIRE EXISTING DEVICES NOT BEING REMOVED THAT ARE PART OF THE BRANCH CIRCUIT DEVICES BEING REMOVED AND EXTEND NEW WIRING AS NEEDED TO CONNECT TO PREVIOUS. PATCH ALL CUTS, OPENINGS AND DAMAGED AREAS THAT OCCUR DURING DEMOLITION- ALL PATCHING SHALL CONFORM TO THE ADJOINING WORK, MATCHING THE FINISH AND QUALITY OF WORKMANSHIP OF THE ADJACENT MATERIALS. 1 1 0. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL MINIMIZE CONSTRUCTION AND DUST WHEREVER POSSIBLE. 1 11 . THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL COORDINATE ANY SYSTEMS SHUT OFF FOR MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION AT ANY TIME DURING CONSTRUCTION. CCS Architectural Enterprises. Inc. ARCHITECT: E+Is CYNTHIA SPRAY EXISTING GRASS TO REMAIN ,,:_ -- DESIGN & ARCHITECTURE iI i I 499 East Palmetto Park Rd POOL .... Sulit 221 - Boca Raton. FL 33432 ry Tel Office 561-479-9884 W—cnorch com / SPA 'i E csprayki ccsarchenrercmn STEP DOWN Architecture Business •` ' ""� i AA26001852 , j _ � 6 Interior Design Business _ ! 1626001782 SWIMMING POOL PLANTERI --�--�� v-- L EXISTING ELEVATED DECK TO REMAIN CONSULTANTS. 23'-1112" l22-3 vG: 2' MEP ENGINEERIN •-i EXISTING ROOF TO - AMERICAN UNITED I I -'PLANTERII ENGINEERS !/ EXISTING PAVED DECK,_' - - -- - - 5130 N Federal Hwy ft 1. r To REMAIN - Forl Lauderdale. FL 33308 26"EXI-STINGPOOLDECK Ex,sr nc sra EMgry PHONE: (954)461-4314 ro POOL DEc 13-2 314" --- - ' STEP STRUCTURAL %" I' DOWN „�:" ENGINEERING: T -- � •, /' : '�, STRUCTURE'S 101A L__+) INTERNATIONAL, INC. rr r 1 -� 4 „ 1 0 EXISTING UPPER POOL DECK 7501 WILES ROAD 101 ,Y STEP �o c ".NE. aN. a"` c DOW CORAL SPRINGS, FL 33067 r PHONE:( 4) 227-1515 -----------J 'ru - I_______�) :CABANA BA eE REw,w111 ANO 111STnuTOILET o AT11Wcnsnru ar rn i - - - oPoo�oeck TOa ... , ' Exm rvc I.IVI ro ,� - EQUIPMENT YARD i (100) L , I ECOVERED DNG AN 23' 3 1/2" ,.' (113) 'Ir shoo : =1 To sD s EXISTING POOL DECK �`�•I ��DOWN TnnT Sorrow Nur sr „a 018 —C.SIOWER ,WNDDWDN ISEDA 11 - ExST,NDTo eE aEEocnreo Toy,'-- REUIr.aEcoulE new uelNl EnrN ERVE -- Z AreR _ _ ----------------- tNE ro TANKtEss �i fix\ 1� __ _ _ _ _ _ _-__ vE 2222—__ STEP-, '------ _ LAVIGNE RESIDENCE .. NCE, NC IT r--- - --T x%- EXISTING ; EarHA, RORA,Hs - 'U DOWN `- LOGGIA ADDITION &INTERIOR NEwuEINI ;_-- 1, - — - --�� ggUNA AND SAUNA DOOR -'_.c.=_� ALExlsl cenooR DRanEaREMAIN 1--�F----O'NEWCABANA T. I T!! F� --- IN_ISHE_D FLOOR_—__ ___—__ IMPROVEMENTS TO BE ' ____ _ _�___________________________ •\• REMOVED AND 1555 N OCEAN BLVD REINSTALLED AND RET IN,NI Wins GULF STREAM, FL 33483 RENOYE P�INrER ' PROJECT NO: 1915 I ,0020. __ .. 2200 2220. _._ 200,2_ 0220.2222 _ DATE: 1/31/2020 r oc 10 SEE DRAWN BY: CC S TINE ca 9oN N1—INc, EwcoNCR EOECNro S N FIND srRDcruRIJ ORAw,NGs�OVE. SEE PROJECT PHASE P ND As NEEceD EOR. TOWN OF GULF STREAM "'O"' 2000. 2022 - DEMa,1 oN ANo NEIN - --- - wNslRucTON. LEVEL II SUBMITTAL _ -E_ 1-1—TE , � 1 OWNER CHANGES 412812020 __- 1 FIRST FLOOR DEMOLITION PLAN - CABANA CYNTHIA SPRAY, AIA AR T SHEET SHEET TITLE FCEI E® FIRST FLOOR APR DEMOLITION PLAN APP, 3 © 2020 CABANA Town of Gulf Stream, FL N A1.0 SHEET 5 OF 14 PN L O1 STORE SLIROL—oecR°ISM -0'-0" EXISTING MAIN HOUSE FLOOR 110 -� _ f ,r -0'-0' EXISTING MAIN HOUSE FLOOR TO REMairy ro 110' j 03 REMOVE ALL CARPET CEfs':pM� —__ -----------�I BILLIARD ROOM I i --�, 110 _ T / BA 0) L ----J i `ry o O w ffi BILLIARD R00008) `, 109 tt y~ MEDIA ROOM �" 1' CLOSEt,� `=1-, Erna (111) REMOVE ALL FLOORING . (109) ��' I `w O 2 I 49-T = ; j -- Www ;STEPttzu� DOWN - au1 oR 4'-11 114" - — aEvovE Tr ssecT on of c..osE,ina.LwAv , w oaccoinoDA,efOR NEweaR cases .r - I Arvo BmMBmO weu Ano.o , il� "'------'------�1 x ' -- vnov,oEfoR owrveR'snewsTorvErEA,uaE wA. �. i' `. y, POP@bfA ROOM .... 607) cs i®y --------------- I�111 EiSTI11 GRASS To REMAIN I EMOVE STING NICHE STEP WA LS DOWN STEP _ .. .. . DOWN sc REsvory EQUIPMENT YARD (112) x.s TOR MAn � y' Ex s, NC SAsrBE BLAw - __ �' _ 01 �4./TO SIMAII ,o REMananowaLL sooncEs - ' - V VEXISTING LIVING ROOM FLOOR- �.H -i'-0EXISTING UPPER POOL DECK ei IE.OIEEREDEOR� s oc ow 1? -1 712" ; '• LIVING ROOM = TO BE REMOVED i (l Ofi) - - -- 01 No ws R CASTS Nos AT COLumns s xs O B LST-- ER,acE wTH EwfDLL �_________ ______ __ _------------ O; f w - - 22'-3 1I2' ' EXISTING ROOF TO REMAIN - T? � ' ma I i BAR , I • T„E OPENIn ' ---. �11 RE"'VID sEOB, LS SLaE rvEEDs s.. neww'O RTo BE ADDED 0.T„RAL. oR STa REMw E. ry t s T r ALL MCI IRII WI1DOI 1111 AID ILOIR 1 s sc,oaEMATOT-1-110111111111-1. YocAL \- ' i V _. -STEP 0'-0"EXISTING MAIN HOUSE FLOOR � DOWN 1� f F r OPEN AREA FAMILY ROOM i (103) [ ---- 1 711; � 1'-0" EXISTING FAMILY ROOM FLOOR .r TM `\ P(AONgBV TOREManass C ! �sEE nEwwoRK foR sraaro BE aooeD / LL'- `� ) /r s sECTron of STAR To eE REMovEo Ex sr nc rRAr CEII ano ucnTn- ` - - • I v FLATnDCELNC L ___ __ I oLAsreR EcoRaT ons _ _ j C ___ 'k _. ^' ' � TOBEaE1�oaBD ,- !z1• -10°J• ton, - l v i AT,«sLocA,gN ITCHEN DW V x , T L _:ill I ALL A1— TO 111^11 ILL' REMOIED AND FFIB- E.IEEI FLFCTF_ o. _. _. EO BNT REnSED - -- ----- ---- 3.vRrnnnEO�vry Tn ERCE TO RE inE-naLHEO VATnsof-inECEll cu I 11 1111 AND 111AIE III” E FEDODE TTWEED TTE "'I' TO R'-.- AL"`R--R V-1— ANI, FAT- IL -LIE I► RECEIVED -4 1 FIRST FLOOR DEMOLITION PLAN - INTERIOR APR 3 0 2920 A1.1 SCALE 114 = 1 r, CCS Architectural Entelpn-, Inc. ARCHITECCT: CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East I'DI—Ho Park RJ Suite 221 Boca Raton. FL 33432 Tel OtT e 561-479-98S4 N csarch cam C p y(a-.sarchenter cam Architecture Business AA26001852 Interior Desip Business 1826001792 SONSULTANTS.; MEP ENGINEERING: i AMERICAN UNITED ENGINEERS 5130 N Federal Huy ;-I. Fort Lauderdale. FL 33308 I PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 { DATE: 1 /3 112 0 2 0 1 DRAWN BY: CC S TOWN OF GULF STREAM LEVEL II SUBMITTAL 1 OWNER CHANGES 4/2812020 CYNTHIA C SPRAY. AIF. Aft AMs E] SHEET TITLE FIRST FLOOR DEMOLITION PLAN - INTERIOR A1.1 SHEET 6 OF 14 TOWN OF GULF STREAM LEVEL II SUBMTTAL JANUARY 31, 2 0 2 0 LAVIGNE RESIDENCE LOGGIA ADDITION AND INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 CCS PROJECT NUMBER: 1915 APR 3 ®1p/n Ca Town cit Gull. Stream, CCS Architectural Enterprises, htc. ARCHITECT: CYNTHIA SPRAY DESIGN S ARCHITECTURE 499 East Palmeno Park Rd SLI ne 221 B111. Raton. EL 33432 TO Office 561-479-9884 W--eesareh.eurn E espray@i:ecsarchenter.com Architecture Business AA26001852 Interior Design Business IB26001782 CONSULTANTS: MEP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Huy # I. Fon Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILL'S ROAD CORAL SPRINGS. FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIAADDITION S INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 ?ROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S PROJECT PHASE' TOWN OF GULF STREAM LEVEL II SUBMITTAL OWNERCHANGES 4/28/2020 CYNTHIA SPRAY. A:^ AR94C COVER SHEET CS SHEET 1 OF 14 i 582 .6 FT FROM SURVEY DATED 10131/2019 FROM PINNELL SURVEY _ 48952. FT FRONT OF PROPERTY TO. COASTAL CONSTRUCTION LINE FROM 1978 238.80 FT FROM SURVEY DATED 10/3112019 FROM PINNELL SURVEY INC. /45. FT FROM BENCHMARK TO COASTAL CONSTRUCTION LINE 1978 � ry Ajj �.t� v- _ GREEN (_ _ HOIJ�e 1 aIINGLE MILY ._711 4T-2 POOL 344.25 FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY INC. yrr SII(` ,1 1U I' BRICK PAVERS - _C- DRIVEWAY VEGETATION - 11 DECK > POOL DECK ,:;�. -. _ o 118 9314^ S70RY _.,. i S h �-� � I -- 27'-1031a z1 TORY r - GARAGE _. _ -_. I i 4iYijj / r,I-`ARAG� BR PVC DECK N EXISTING ONE STORY CABA1r1A BUILDING TO BE REMOVED i 25207. FT FROM. 10/31/19 SURVEY FROM PINNELL SURVEY INC I1 EXISTING SITE PLAN - DEMOLITION SP1 SCALE. 1" =20 341.55 FT FROM 10/31119 SURVEY FROM PINNELL SURVEY INC 593.62 FT FROM, SURVEY DATED 10/31/2019 FROM PINNELL SURVEY_.. FIRST FLOOR LIVING 4,427 SO FT EXISTING CABANA 351 SO FT EXISTING SECOND FLOOR LIVING 3,363 SO FT EXISTING TOTAL LIVING 8,141 SO FT EXISTING FIRST FLOOR COVERED PATIO 412 SO FT COVERED ENTRY 98 SO FT EAST GARAGE 499 SO FT WEST GARAGE 491 SO FT SECOND FLOOR OPEN SPACE 563 SO FT SECOND FLOOR COVERED PATIO 26 SO FT TOTAL COVERED 2,089 SO FT TOTAL HOUSE 10,230 SO FT 8,141 SO FT LIVING + 2,089 SO FT COVERED = TOWN OF GULF STREAM ALLOWED 15,070 SO FT SEE BELOW BOUNDARY AT NORTH IS 593.62 FT, BOUNDARY AT SOUTH IS 582.6 FT, AVERAGE IS 593.62 + 582.6 / 2 = 588.11 LIN. FT. HOW TO CALCULATE ALLOWED FLOOR AREA RATIO (FAR) IN SO FT: GROSS LOT SIZE IS (100 FT X 588.11 FT) = 587,811 SO FT EFFECTIVE LOT SIZE IS (100FT X 489.52 FT) = 48,952 SO FT 1ST 20,000 IS 33% FAR = 20,000 SO FT X 0.33 = 6,600 SO FT (THIS IS THE FIRST 20,000 RULE AT 33% FAR) AREA OVER 1 ST 20,000 IS 20% FAR = (48,952- 6,600) X 0.2 = 8,470 SO FT 6,600 SO FT + 8,470 SO FT = 15,070 SO FT 15,070 SO FT IS THE TOTAL PERMISSABLE BUILDABLE AND COVERED AREAALLOWED FOR THIS LOT SIZE AND ZONING 100- APF) 3 ,✓ 2020 1 Own Of Gulf Stream, F (p CCS Architectural Enterprises. Inc. ARCHITECT: CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suite 221 Boca Raton. PL 33432 Tel Office 561-479-9884 W --csuch.com E espmy(! ecsarchentecemn Architecture Business AA26001852 Interior Design Business IB26001782 CONSULTANTS: MEP ENGINEERING AMERICAN UNITED CNGINEERS 5130 N Federal Hwy #I, Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/3112020 DRAWN BY: C C S TOWN OF GULF STREAM LEVEL II SUBMITTAL 1 OWNER CHANGES 428'2020 CYNTHIA C. SPRAY. AIA A-16/ SHEET TITLE EXISTING SITE PLAN - DEMOLITION SP1 SHEET 3 OF 14 tc�II z O O Q J 7Q O \ \.q p 4 147.25 FT - L � �f ow I y0 '1t 6,600 SO FT + 8,470 SO FT = 15,070 SO FT 15,070 SO FT IS THE TOTAL PERMISSABLE BUILDABLE AND COVERED AREAALLOWED FOR THIS LOT SIZE AND ZONING 100- APF) 3 ,✓ 2020 1 Own Of Gulf Stream, F (p CCS Architectural Enterprises. Inc. ARCHITECT: CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suite 221 Boca Raton. PL 33432 Tel Office 561-479-9884 W --csuch.com E espmy(! ecsarchentecemn Architecture Business AA26001852 Interior Design Business IB26001782 CONSULTANTS: MEP ENGINEERING AMERICAN UNITED CNGINEERS 5130 N Federal Hwy #I, Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/3112020 DRAWN BY: C C S TOWN OF GULF STREAM LEVEL II SUBMITTAL 1 OWNER CHANGES 428'2020 CYNTHIA C. SPRAY. AIA A-16/ SHEET TITLE EXISTING SITE PLAN - DEMOLITION SP1 SHEET 3 OF 14 238.80 FT FROM SURVEY DATED 10/3112019 FROM PINNELL SURVEY INC. 145 FT FROM BENCHMARK TO COASTAL CONSTRUCTION LINE 1978 z o POOL U VEGETATION ' a Aw 582.6 FT FROM SURVEY DATED 10131/2019 FROM PINNELL SURVEY CICS Architectural Enterprises, Inc. 489.52 FT FRONT OF PROPERTY TO COASTAL CONSTRUCTION LINE FROM 1978 ARCHITECT: CYNTHIA SPRAY DESIGN S ARCHITECTURE 499 East Palmetto Park Rd 344.25 FT FROM SURVEY DATED 10/312019 FROM PINNELL SURVEY INC.Suite 221 . Boca Raton, 11 11112 Tel Office 561-479-9884 W--ce'arch.com E esprayCa cesarcheriter.coin 4 � r L4n GREEN f'- 1/4' ,- - GREEN DRIVEWAY POOLDECK - - " 118'-934 n111' ST27'-103/4"(li 1- SINGLE FAMILY HOUSE " 252.07 FT FROM 10/31/19 SURVEY FROM PINNELL SURVEY INC 1 SITE PLAN NEW - PROPOSED LOGGIAADDITION SP2 SCALE: 1" =20' 593.62 FT FROM SURVEY DATED 10/31/2019. FROM PINNELL SURVEY GROSS LOT AREA (100 FT x 538.11FT) EFFECTIVE LOT AREA (100 FT X 489.52 FT) FAR CALCULATIONS IST FLOOR LIVING CEILINGS OVER 15 FT (DOUBLE) 2ND FLOOR LIVING IST FLOOR COVERED, PORCHES, OVERHANGS > 21/2 FT, THIS IS 98 SQFT COVERED ENTRY +412 COVERED AT 341.55 FT FROM 10/31/19. SURVEY FROM PINNELL SURVEY INC. Architecture Business AA26001852 Interior Design Business IB26001782 z a CONSULTANTS I a Q o MEP ENGINEERING: I LL o- a N AMERICAN UNITED F. ENGINEERS _ ,• `` ¢ 5130 N Federal Hwy #I, N Fort Lauderdale, FL 33308 14725 FT o o PHONE: (954) 461-4314 ���(�(, STRUCTURAL -y� 1� o ENGINEERING: GREEN ',,i i1 /. w STRUCTURES O INTERNATIONAL, INC. 171. EC 7501 WILES ROAD o CORAL SPRINGS, FL 33067 z PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 FAN11LY ROOM +26 SE balcony 536 195 770 11111 2ND FLOOR COVERED PROJECT NO: 1915 58,811 SQ. FT. 0 AWNINGS> 3FT AND SCREEN ENC AT 50% 0 0 0 DATE: 1/31/2020 48,952 SQ. FT. 990 990 GROSS FLOOR AREA DRAWN BY: CC S 1,218 10,560 10,560 OUT BUILDINGS R 0 PROJECT PHASE TOTAL FLOOR AREA PROPOSED 10,230 888 1,218 F �j,'1H �y E I VE'.D FIRST 20,000 X .33 TOWN GULF STREAM EXISTING DEMO NEW NET "' - LEVEL IOI 4,427 0 106 4,533 TOTAL ALLOWABLE FAR PER MANUAL 15,070 SQ. FT. 563 342 0 221 ' 3 ® 2020 1 OWNER CHANGES 4282020 3,363 0 342 3,705 ll 1 L 1�,j' Town of Gulf Stream, FL FAN11LY ROOM +26 SE balcony 536 195 770 11111 2ND FLOOR COVERED 0 0 0 0 AWNINGS> 3FT AND SCREEN ENC AT 50% 0 0 0 0 GARAGE 990 990 GROSS FLOOR AREA 9,879 537 1,218 10,560 10,560 OUT BUILDINGS 351 351 0 0 TOTAL FLOOR AREA PROPOSED 10,230 888 1,218 10,560 SO. FT. FIRST 20,000 X .33 6,600 SQ. FT. OVER 20,000 X.20 (THIS IS 48,952 - 6,600 = 42,352) X.2 8,470 SQ FT. TOTAL ALLOWABLE FAR PER MANUAL 15,070 SQ. FT. TOTAL HARDSCAPE AREA 8,404 REQUIRED LANDSCAPE AREA (LOT SIZE X 40%) 19,581 \I/ ACTUAL% LANDSCAPED OPEN SPACE AREA 67% 32,969 �n1 CYNTHA C. SPRAY. AIA I AR 94^E% PROPOSED SITE PLAN - LOGGIA ADDITION SP2 SHEET 4 OF 14 PROJECT ADDRESS: 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT DESCRIPTION THIS IS A LOGGIA ADDITION AND INTERIOR RENOVATION PROJECT FOR ATWO STORY SINGLE FAMILY HOME LOCATED IN GULF STREAM , FLORIDA. PROJECT PCN & ZONING INFO: TOWN OF GULF STREAM: RSB - BEACH FRONT RESIDENTIAL PALM BEACH COUNTY ZONING: 0100 SINGLE FAMILY PARCEL CONTROL NUMBER: 20-43-46-10-00-001-0100 LEGAL DESCRIPTION: THE NORTH 600 FEET OF THAT PORTION OF THE SOUTH 668 FEET OF GOVERNMENT LOT 1, SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST, LYING EAST OF OCEAN BOULEVARD (S.R. A -1-A), PALM BEACH COUNTY, FLORIDA. PROJECT DESCRIPTION: INTERIOR RENOVATION: 1. NEW KITCHEN CABINETS 2. RECONFIGURE BAR/MEDIA/BILLAIRD ROOM 3. RECONFIGURE MASTER BATHROOM AND CLOSETS UPSTAIRS EXTERIOR IMPROVEMENT: 1. REMOVE EXISTING FREE STANDING CABANA BUILDING ON SITE AT POOL DECK 2. CONSTRUCT NEW OUTDOOR SUMMER KITCHEN/LOGGIA ADDITION AND ADD SPIRAL STAIR 3. UPDATE SOUTH EAST AND SOPUTH WEST 2ND FLOOR BALCONIES TO MATCH THE NEW LOGGIA ADDITION PROJECT PLAN REVIEW DATA OCCUPANCYTYPE: PER 2017 (6TH) EDITION OF THE FLORIDA BUILDING CODE: SECTION GROUP R -SINGLE FAMILY RESIDENTIAL PER 2017 (6TH) FLORIDA EDITION OF NFPA CHAPTER - EXISTING RESIDENTIAL CONSTRUCTION TYPE: PER 2017 (6TH) EDITION OF THE FLORIDA BUILDING CODE: TABLE 601: TYPE 11-B BUILDING FIRE PROTECTION: AREA SPRINKLERED: BUILDING IS NOT SPRINKLERED REQUIRED ASSEMBLT RATINGS: PER TABLE 601 FBC STRUCTURAL FRAME 0 HOUR BEARING WALLS INTERIOR 0 HOUR BEARING WALLS EXTERIOR 0 HOUR NON BEARING WALLS INTERIOR PARTITIONS 0 HOUR FLOOR CONSTRUCTION INCLUDING INTERIOR BEAMS AND JOISTS 0 HOUR ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS & JOISTS 0 HOUR BUILDING INFORMATION: NUMBER OF STORIES: 2 STORY BUILDING HEIGHT: 22'-5" TO TOP OF ROOF BEAM LEVEL OF ALTERATION: III PER FLORIDA BUILFING CODE - EXISTING FLORIDA BUILDING CODE PER 2017 (6TH) EDITION FLORIDA BUILDING CODE, RESIDENTIAL PER 2017 (6TH) EDITION FLORIDA BUILDING CODE, ENERGY CONSERVATION PER 2017 (6TH) EDITION FBC TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES PER 2017 (6TH) EDITION FBC MECHANICAL CODE PER 2017 (6TH) EDITION FBC PLUMBING CODE PER 2017 (6TH) EDITION FBC FUEL GAS CODE PER 2017 (6TH) EDITION FLORIDA ADMINISTRATIVE CODES (INCLUDING LIFE SAFETY CODE): CHAPTER 69A-3.012: STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND OTHER STANDARDS ADOPTED FLORIDA FIRE PREVENTION CODE (2017, 6TH EDITION) WHICH INCLUDES: FLORIDA STATUTES, CHAPTER 633: FIRE PREVENTION AND CONTROL FLORIDA ADMINISTRATIVE CODE, CHAPTER 69A FLORIDA ADMINISTRATIVE CODE, CHAPTER 69A-60: FLORIDA FIRE PREVENTION CODE NFPA 1, UNIFORM FIRE CODE (201 7 FLORIDA EDITION) NFPA 101, LIFE SAFETY CODE (201 7 FLORIDA EDITION) NATIONAL PEST CONTROL ASSOCIATION STANDARDS N Ocean r3I d N H.de- Hariwur Dr $ Hidden Hertboul N i LOCATION MAP X1 NOT TO SCALE 1555 tJorth Ocean Boulevard m 4 L N V,i,,,, qc, N Ocean Blvd El Corti)u Condominium Associates Go Cgie GENERAL NOTES FOR PROJECT 001. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE DRAWINGS AND THE PROJECT MANUAL (SPECIFICATIONS, SCHEDULES, ETC.). THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THESE DRAWINGS AND THE PROJECT SPECIFICATIONS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES THAT HE DISCOVERS. 002. PROVIDE CONTINUOUS SEALANT TO PROVIDE "WATER -TIGHT" AND "AIR -TIGHT" CONDITION AT THE PERIMETERS OF ALL DOOR FRAMES, INTERIOR WINDOW FRAMES, EXTERIOR WINDOW FRAMES, WINDOW STOOLS, CABINETS, CASEWORK, COUNTERTOPS, PLUMBING FIXTURES, TOILET ACCESSORIES ( BOTH RECESSED & SURFACE MOUNTED) , FIRE EXTINGUISHER CABINETS, FIRE DEPARTMENT VALVE CABINETS, ETC. ( EVEN WHEN THE JOINT AT THE PERIMETER IS EITHER HIDDEN OR NOT READILY VISIBLE) . 003. EQUIPMENT INDICATED WITH DASHED LINES SHALL BE FURNISHED BY THE TENANT/OWNER AND RECEIVED/STORED BY THE GENERAL CONTRACTOR. 004. THE CONTRACTOR SHALL COORDINATE WITH THE TENANT/OWNER AND LANDLORD FOR THE DELIVERY AND INSTALLATION OF ALL TENANT/OWNER FURNISHED EQUIPMENT/FURNITURE. 005. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS OF THE BUILDING THROUGHOUT ALL PHASES OF CONSTRUCTION. ALL EXISTING STAIRWAYS ( IF ANY) AND RATED EXIT PASSAGEWAYS SHALL BE MAINTAINED SO THAT THEY ARE CLEAR AND ACCESSIBLE; AND THE INTEGRITY OF THE DESIGNATED RATED ENCLOSURE AROUND THEM SHALL ALSO BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. 005. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED SO AS TO PROVIDE WATER -TIGHT, WEATHER -TIGHT AND CONDITIONED EXISTING SPACE AT ALL TIMES THROUGHOUT ALL PHASES OF CONSTRUCTION. PROVIDE TEMPORARY ENCLOSURES AS REQUIRED. PROVIDE PORTABLE HEATING UNITS AND/OR COOLING UNITS TO MAINTAIN 70 DEGREES F. ( INSIDE TEMPERATURE) IN OCCUPIED SPACES, UNLESS OTHERWISE DIRECTED BY THE TENANT AND/OR OWNER. 006. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS OR RESTRICTIONS, WHETHER INDICATED OR NOT. 007. GC SHALL COORDINATE ALL THE WORK OF THE TRADES. 008. CONSTRUCTION SHALL FOLLOW THE 2017 FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES. 009. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY IN WRITING OR THE GENERAL CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING IF ADDITIONAL INFORMATION IS REQUIRED TO OBTAIN A BUILDING PERMIT. 010. THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE FLORIDA ENERGY CODE. CONTRACTOR SHALL BE FAMILIAR WITH THE GOVERNING CODE IN ITS ENTIRETY AND AND BUILD IN ACCORDANCE WITH THE PROVISION OF THE CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND IN THE NOTES. GENERAL CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL ELEMENTS DURING CONSTRUCTION. 011. PROJECT SUBMITTALS AND SHOP DRAWINGS ARE TO BE PROVIDED TO THE ARCHITECT AS PER THE PROJECT SPECIFICATIONS SECTION 0133 00 LISTED IN THE PLANS. 013. PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUPPLYTHE ARCHITECT WITH A COMPLETE LIST OF ITEMS REQUIRING ARCHITECTURAL, ELECTRICAL, MECHANICALAND PLUMBING REVIEW ALONG WITH THE DATES BY WHICH THRE REVIEW MUST BE COMPLETED. 014. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS AND PROTECTING THEIR WORK SUFFICIENTLY FROM DAMAGE FROM POTENTIAL OTHER TRADES WORKING IN THE SPACES. 015. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELLAS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN ATALL TIMES. IF THIS REQUIREMENT IS NOT COMPLETED ON A DAILY BASIS THEN THE ARCHITECT SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE CODE, WINDOW, DOORS AND POOL NOTE: ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017 (fiTH EDITION) THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET THE REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4107, 71 9. 2. ALL SCREEN DOORS ARE TO BE SELF LATCH ING AND SELF CLOSING LATCH MECHANISM SHALL BE MOUNTED AT' -A. FF (MIN). 3. ALARMS SHALL BE INSTALLED ON SCREEN DOORS. A . TMEGC IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT Know what's @low. Call before you dig. N (D Map dva 012020 Unded DRAWING INDEX Issued Published CS COVER SHEET ❑ X1 PROJECT INFORMATION SHEET ❑ SP1 EXISTING SITE PLAN DEMOLITION ❑ SP2 PROPOSED SITE PLAN - LOGGIA ADDITION ❑ Z _ A1.0 FIRST FLOOR DEMOLITION PLAN -CABANA ❑ Z All FIRST FLOOR DEMOLITION PLAN - INTERIOR ❑ Z A1.2 SE.1 FLOOR DEMOLITION PLAN INTERIOR El Z 1COND A20 FIRST FLOOR - NEW WORKPLAN - LOGGIAADDITION O Z A2.1 FIRST FLOOR - NEW WORK PLAN INTERIOR ❑ Z A2.2 SECOND FLOOR - NEW WORK PLAN - LOGGIA ADDITION ❑ Z A23 SECOND FLOOR - NEW WORK PLAN - INTERIOR ❑ Z AN ROOF PLAN ❑ Z A5.0 EXTERIOR ELEVATIONS ❑ Z A51 EXTERIOR ELEVATIONS ❑ Z ►► RECEIVED APR 3 C 2020 Town of Gulf Stream, FL CCS Architcciural Lntcrpriccs. Inc. ARCHITECT: CYNTHIA SPRAT' DESIGN & ARCHITECTURE 499 East Palmeno Park Rd Suite 221 Boca Raton. FL 33432 Tel Office 561-479-9884 W eT-arch.cont E cspray( ccsarchenter-to Architecture Business AA26001852 Interior DesiSm Business 1126001782 CONSULTANTS: MGP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Hwy #1, Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S PROJECT PHASE: TOWN OF GULF STREAM LEVEL II SUBMITTAL r OWNER CHANGES 4128/202 CYNTHIA C. SPRAY. AIA AR 94' E7 .T TITLE PROJECT INFORMATION SHEET X1 SHEET 2 OF 14 GENERAL NOTES FOR EXISTING AND DEMOLITION FLOOR PLANS 100. COMPLY WITH THE REQUIREMENTS OF THE NOTES ON SHEET XI WHICH ALSO APPLY TO THE EXISTING / DEMOLITION FLOOR PLANS. l 01.THE EXISTING / DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS PROVIDED TO THE ARCHITECT AND THAT MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, THE CONTRACTOR/ OWNER / SUB CONTRACTOR SHALL VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO THE EXISTING FIELD CONDITIONS; AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT ANY INCONSISTENCIES BETWEEN THE ACTUAL CONDITIONS AND THESE DRAWINGS. 102. THE GENERAL CONTRACTOR / OWNER / SUB CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DEMOLITION OR NEW CONSTRUCTION WORK (AS INDICATED IN THE CONTRACT DOCUMENTS) CAN NOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. REMOVE EXISTING CONSTRUCTION AS INDICATED, TYPICAL WALL REMOVAL SHALL INCLUDE MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CABINETWORK, CASEWORK, WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR ATTACHMENTS AS REQUIRED. AFTER REMOVAL, REPAIR HOLES IN EXISTING TO REMAIN FLOORS, WALLS, BARRIERS AND ROOFS TO COMPLY WITH ORIGINAL FIRE, SMOKE, AND SOUND ASSEMBLIES, FIRE PROTECTION REQUIREMENTS, AND STRUCTURAL INTEGRITY. 103. PREPARE SURFACES TO RECEIVE NEW FINISHES AS SPECIFIED IN THESE DOCUMENTS OR AS SPECIFIED IN SEPARATE INTERIOR DESIGN DOCUMENTS. WHERE A NEW FINISH IS CALLED FOR ON AN EXISTING SURFACE, REMOVE THE EXISTING FINISH AND PREPARE TO RECEIVE NEW FINISH. PREPARATIONS NEED TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. 104. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND ALL STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. SEE ARCHITECTURAL AND / OR STRUCTURAL DETAILS AS PROVIDED IN THIS DRAWING SET. EXISTING GRASS TO REMAIN 105. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANACES AS tot SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION (AHJ). THE THE CONTRACTOR / OWNER / SUB __ I' - r CONTRACTOR SHALL NOT CUT EXISTING OR NEW STRUCTURAL WORK IN ANY MANNER THAT MAY RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD /DEFLECTION RATIO.=----- (too) - ICAB--- ee aeaoveo ufivµ s u°EOA1 NEW eAXANn BATH EQUIPMENT YARD (100)) LL (113) 106. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED IN ADVANCE FROM THE li BoArs ARCHITECT AND / OR STRUCTURAL ENGINEER.Es NOB ' RBMIN RELj Ii NEW CABNA BATHTE ----- -ILL 107. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ANY HAZARDOUS MATERIAL, THE LINE TO TANIESI -IN CaLING�AiTsEWCA. CONTRACTOR / OWNER / SUB CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE BAT ------ EXISTING SAUNAAND SAUNA DOOR! ARCHITECT IN WRITING. NOTE' REMOVAL, DISPOSAL AND REPLACEMENT OF THE HAZARDOUS MATERIAL IS=�--'-i; TO BE REMOVED AND THE SOLE RESPONSIBILITY OF THE OWNER AND SHALL BE IN ACCORDANCE WITH STATE, LOCAL AND REINSTALLED l I FEDERAL REGULATIONS. - 't' I I I i---------- 108. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL REPLACE ANY EXISTING -TO -REMAIN it - MATERIALS AND FINISHES (CEILING GRID, CEILING TILE, GYPSUM BOARD, FINISHES, DOORS, FRAMES, WALL PROTECTION ETC. WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION. 109. REMOVE ALL EXISTING CONDUIT, WIRING AND DEVICES RENDERED USELESS DUE TO CHANGES IN THE EXISTING AREA REWIRE EXISTING DEVICES NOT BEING REMOVED THAT ARE PART OF THE BRANCH CIRCUIT DEVICES BEING REMOVED AND EXTEND NEW WIRING AS NEEDED TO CONNECT TO PREVIOUS. PATCH ALL CUTS, OPENINGS AND DAMAGED AREAS THAT OCCUR DURING DEMOLITION. ALL PATCHING SHALL _ CONFORM TO THE ADJOINING WORK, MATCHING THE FINISH AND QUALITY OF WORKMANSHIP OF THE - ADJACENT MATERIALS. 1 10. THE CONTRACTOR I OWNER / SUB CONTRACTOR SHALL MINIMIZE CONSTRUCTION AND DUST WHEREVER POSSIBLE. 1 1 1 . THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL COORDINATE ANY SYSTEMS SHUT OFF FOR -- MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION AT ANY TIME DURING CONSTRUCTION. 1 FIRST FLOOR DEMOLITION PLAN - CABANA Al 0 - CCS .Architectural Lumpli—, Inc. / 0 EXISTING UPPER POOL DECK ¢ ¢ STEP ZONLY AuGOING' _ DONR Ca MN TO REMAIN. - '. 23'-31/2" ESPo1NGSTAIRSDa 1. EXISTING COVERED DECK `,'ETEp EXISTING POOL DECK „ 10 I—IN DOWN GCTO PBOTEIT ANDPBESEB1E Ex sT Nc aAVErsAs-s _ STEP ♦♦, DOWN �'f 1'-0" NEW CABANA ALSO "OTECT AND P"" ' EXISTING FLOOR Ow,ws F�� -- -- ----� FINISHED FLOOR--------- Ex:BT,NGrLooRaRA�NTGREMA:N : r--------------------------- L.GSCX,ET.AE.XINAG_IS Ge'. LANDS—IN. GE I.R NEW E EXISTINGTIIED door AND SEE NEW CONCRETE DECI TO TIE INAT T.IS E SSTA_1RAL DRA— SABGVE sE 0- RFCFI F Town of Gulf Stream, FIL N CONSULTANTS. MEP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Hwy k I. Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILL'S ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S PROJECT PHASE' TOWN OF GULF STREAM LEVEL II SUBMITTAL o c 1 OWNER CHANGES 4/2812020 CVNTHW C. SPRAY, AIA I AR 9016) SHEET TITLE FIRST FLOOR DEMOLITION PLAN -CABANA A1.0 SHEET 5 OF 14 ARCHITECT: ,- — - CYNTHIA SPRAY i I DESIGN & ARCHITECTURE --,- II :I L._ 499 East Palmetto Park Rd i' Suite 221 Boca Raton. FL 33432 EXISTING ROOF TO --, TO Of3ice 561-479-9884 EX I STING PAVED DECK" W www.ccs�rch.com '. 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Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILL'S ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S PROJECT PHASE' TOWN OF GULF STREAM LEVEL II SUBMITTAL o c 1 OWNER CHANGES 4/2812020 CVNTHW C. SPRAY, AIA I AR 9016) SHEET TITLE FIRST FLOOR DEMOLITION PLAN -CABANA A1.0 SHEET 5 OF 14 PLANTER i I EXISTING ELEVATED --,- II :I DECK TO REMAIN i' 22'-3 112" .I EXISTING ROOF TO II ',,'PLANTER EX I STING PAVED DECK" TO REMAIN 2 6'EXISTING POOL DECK EXISTING stuns Down TO 1001oecx To aEMu .' STEP „¢=; I^DOWN / 0 EXISTING UPPER POOL DECK ¢ ¢ STEP ZONLY AuGOING' _ DONR Ca MN TO REMAIN. - '. 23'-31/2" ESPo1NGSTAIRSDa 1. 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A I A l . 6 ] - I E E T T I T L E F I R S T F L O O R D E M O L I T I O N P L A N - I N T E R I O R A 1 . 1 S H E E T 6 O F 1 4 i i „z. N 1 SECOND FLOOR DEMOLITION PLAN - INTERIOR A1.2 SCALE 114• = 1'-0" CCS Architectural Enterprises. Inr_ ARCHITECT CYNTHIA SPRAT' DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suite221 Boca Ratnn. 11 11411 Tel Office 561-479-9884 W csarch_com E cspray(n ccsarchenter,com Architecture Business AA26001852 Interior Design Business IB26001782 SONSJI—TAN'TS;, MHP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Hwy #1. Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINLLRINC STRUCTURES INTERNATIONAL. INC. 7501 WILES ROAD CORAL SPRINGS. FL 33067 PHONE: (954) 227-151; LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33463 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S TOWN OF GULF STREAM LEVEL II SUBMITTAL UNNER CHANGES 4 2A 2020 _SHEET TITLE SECOND FLOOR DEMOLITION PLAN - INTERIOR A1.2 SHEET 7 OF 14 GENERAL NOTES FOR NEW FLOOR PLANS 300, EXISTING TO REMAIN WALLS/PARTITIONS; BARRIERS/DOORS/WINDOWS/PLUMBING ARCHITECT: FIXTURES/CASEWORK/CABINETS/EQUIPMENT ARE "SCREENED BACK" ON THE NEW CONSTRUCTION FLOOR PLANS. CYNTHIA SPRAY NEW CONSTRUCTION IS INDICATED BY SOLID BLACK LINES. REFER TO DEMOLITION PLANS FOR THE EXTENT TO BE DESIGN k ARCHITECTURE REMOVED. 499 East Palmetto Park Rd 301. SEE DIMENSIONS, NOTES, ENLARGED PLANS, INTERIOR ELEVATIONS, DETAILS ETC. FOR DIMENSIONS AND KEY - Suite 221 Boca Raton, FL 33432 NOTES WHICH APPLY TO THE NEW CONSTRUCTION FLOOR PLANS. T,10, 561-479-9884 302. ITEMS DENOTED ON THE NEW CONSTRUCTION FLOOR PLAN WITH A DASHED LINE PERTAIN TO EITHER Wtt�rn.ccsTch.coIn FURNITURE WHICH IS NOT IN CONTRACT OR OWNER SUPPLIED ITEMS WHICH ARE NOT IN CONTRACT OR ITEMS EcsprayIN—sarchenter—In WHICH ARE TO BE PROVIDED BY SUB -CONTRACTOR AND NOT DESIGNED BY THE ARCHITECT AND ARE NOT DETAILED IN THESE DOCUMENTS. CONFIRM WITH OWNER IF SHOP DRAWINGS WILL BE REQUIRED FOR THOSE ITEMS IF Architecture Business AA26001852 THEY ARE CASEWORK. THOSE SHOP DRAWINGS WILL NEED TO BE REVIEWED BY THE ARCHITECT FOR COMPLIANCE !,I oath WITH THE INTENT OF THE CONTRACT DOCUMENTS. IB26001782 303. REFER TO ARCHITECTURAL DETAILS, SCHEDULES, NOTES AND LEGENDS AS FOLLOWS:�I DOOR, FRAME AND HARDWARE SCHEDULE; NOTES AND ABBREVIATIONS CONSULTANTS:. FINISH SCHEDULES (UNLESS OTHERWISE NOTED ON THE FLOOR PLAN BY WAY OF KEY NOTES) •_ / CASEWORK AND CABINETS I 304. SEE REFLECTED CEILING PLANS FOR LOCATIONS OF ANY COFFERS OR DROP -DOWNS. ALSO SEE CONSTRUCTION I DETAILS AND NOTES IN THESE DOCUMENTS FOR CONSTRUCTION OF THOSE ITEMS IF ANY. AMERICAN UNITED 305. REGARDING ACCESS PANELS AS NEEDED: --1 A.CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF THE TYPE SPECIFIED ARE INSTALLED IN WALLS AND "NON - 13'-8' ACCESSIBLE TYPE" CEILINGS AND SOFFITS WHERE ACCESS, SERVICES OR ADJUSTMENT TO MECHANCIAL, PLUMBING, I' � FIRE, SECURITY OR ELECTRICAL AND COMMUNICATION ITEMS MAY BE REQUIRED. 1 _ Al . B.ACCESS PANELS SHALL BE THE "FIRE RATED TYPE" EQUAL TO THE FIRE RATING OF THE WALL / BARRIER TO CENTERLINE OF COLUMNS PARTITION / SOFFIT OR CEILING IN WHICH THEY OCCUR. - - C.WALL MOUNTED ACCESS PANELS LOCATED IN RATED FIRE WALLS, RATED FIRE BARRIERS, SMOKE BARRIERS ANDOR F11-1 11AI AN—AN. m NFSI$ST NON RATED PARTITIONS SHALL BE KEY LOCKED UNLESS OTHERWISE NOTED. L D.WALL MOUNTED ACCESS PANELS SHALL BE KEY LOCKED IN SPACES WHICH ARE ACCESSIBLE TO THE PUBLIC, - (p CUSTOMERS, PATIENTS AND GENERAL STAFF. 306. SEE SPECIFICATION SECTION 09 11 00 "INTERIOR METAL WALL FRAMING AND GYPSUM WALL BOARD" FOR REQUIRED LOCATIONS OF 5/8" TYPE'X' DENSARMOR PLUS FIREGUARD INTERIOR GUARD. (NOTE: THE USE OF WATER C RESISTANT GYPSUM BOARD [GREEN BOARD) IS NOT ACCEPTABLE IN WET LOCATIONS. INSTEAD USE 5/8" TYPE'X' i --N FIXED EQUIPMENT AND OR CASEWORK. i DENSARMOR PLUS FIREGUARD INTERIOR GUARD. ) r 307. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER'S EQUIPMENT VENDORS TO Ei �.Oo se oIN INSURE THAT THERE WILL BE NO OWNER FURNISHED ITEMS WITH A SURFACE AREA GREATER THAN 16 SQUARE a INCHES RECESSED INTO A RATED FIRE BARRIER OR SMOKE BARRIER. SEE CONSTRUCTION DETAILS FOR "RECESSED ADDITION &INTERIOR CCS Architectural Enterprises, Inc METAL WALL CABINET' ON HOW TO PROVIDE FOR RECESSED ITEMS IN A RATED FIRE AND / OR SMOKE BARRIER; IF f- APPLICABLE TO THIS PROJECT. ITEMS RECESSED INN NON -RATED SMOKE PARTITIONS OR ANY OTHER FULL HEIGHT \ New ens InwT oecoRAnvE I .._.-.__._-. / PwE LANTERN. evowrvsR. PARTITIONS SHALL BE "AIR TIGHT' AT ALL PENETRATIONS.NO ROWER OR ens LINES NEEDED. 308. NOT USED 2 / 309. WHERE DEMOLITION OF CERTAIN ITEMS RESULTS IN UNPROTECTED OPENINGS OR PENETRATIONS IN EXISTING A5.0 TO REMAIN WALLS / BARRIERS/ PARTITIONS, FLOORS, CEILINGS, ROOFS ETC. THEN REPAIR SUCH OPENINGS AND PENETRATIONS AS REQUIRED TO MEET ORIGINAL FIRE PROTECTION SOUND AND STRUCTURAL REQUIREMENTS. TO CENTERLINE OF INTERIOR METAL/—STUDS ARCHITECT: _ ! N NEW CABANA BAT - 1 0" NEW CABANA CYNTHIA SPRAY TO OUTSIDE FACE OF CONCRETE / CMU / MASONRY WALLS / PARTITIONS/ BARRIERS DESIGN k ARCHITECTURE 310. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR RENOVATION WORK ARE AS FOLLOWS: 499 East Palmetto Park Rd -< y„rF y 3 A,7<���' PR �g/� Suite 221 Boca Raton, FL 33432 0 V T,10, 561-479-9884 GV Wtt�rn.ccsTch.coIn oIIA' j hY� UI �_•.u/l,S Gull EcsprayIN—sarchenter—In }rnam ( t� Architecture Business AA26001852 CONSTRUCTION. Interior Design Business 315. THE CONTRACTOR SHALL TAKE INTO ACCOUNT THE THICKNESS OF THE SCHEDULED FINISH MATERIALS SUCH^ IB26001782 AS CERAMIC / STONE / PORCELAIN / GRANITE / QUARTZ / SOLID SURFACE MATERIAL PRIOR TO LAYING OUT METAL new ens 5011 DECORAr vE �. ro�A on cns�'is r+EEDeD. CONSULTANTS:. r`,o � •_ / - I I MEP ENGINEERING: I ! AMERICAN UNITED U458 AT RATED PLUMBING WALLS / BARRIERS. -1'-0' EXISTING UPPER POOL DEC ENGINEERS 13'-8' 5130 N Federal Hwy #1, � Fon Lauderdale, FL 33308 Al . PHONE: (954) 461-4314 METAL WALL CABINET' ON HOW TO PROVIDE FOR RECESSED ITEMS IN A RATED FIRE AND / OR SMOKE BARRIER; IF f- APPLICABLE TO THIS PROJECT. ITEMS RECESSED INN NON -RATED SMOKE PARTITIONS OR ANY OTHER FULL HEIGHT \ New ens InwT oecoRAnvE I .._.-.__._-. / PwE LANTERN. evowrvsR. PARTITIONS SHALL BE "AIR TIGHT' AT ALL PENETRATIONS.NO ROWER OR ens LINES NEEDED. 308. NOT USED 2 / 309. WHERE DEMOLITION OF CERTAIN ITEMS RESULTS IN UNPROTECTED OPENINGS OR PENETRATIONS IN EXISTING A5.0 TO REMAIN WALLS / BARRIERS/ PARTITIONS, FLOORS, CEILINGS, ROOFS ETC. THEN REPAIR SUCH OPENINGS AND PENETRATIONS AS REQUIRED TO MEET ORIGINAL FIRE PROTECTION SOUND AND STRUCTURAL REQUIREMENTS. TO CENTERLINE OF INTERIOR METAL/—STUDS - 7 _ ! N NEW CABANA BAT - 1 0" NEW CABANA -_ TO OUTSIDE FACE OF CONCRETE / CMU / MASONRY WALLS / PARTITIONS/ BARRIERS xE PnNETs. 310. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR RENOVATION WORK ARE AS FOLLOWS: , RENOVATION ANE NEW CONSTRUCTION PROJECTS. j 2 6EXISTING POOL DECK 1 _ A. 314. CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THEN THE CONTRACTOR an xs,oe ar sxowER SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR TO CONTINUING WITH ! {9o CONSTRUCTION. cnT ORnwncs. 315. THE CONTRACTOR SHALL TAKE INTO ACCOUNT THE THICKNESS OF THE SCHEDULED FINISH MATERIALS SUCH^ AS CERAMIC / STONE / PORCELAIN / GRANITE / QUARTZ / SOLID SURFACE MATERIAL PRIOR TO LAYING OUT METAL ---- OUTSIDE FACE OF EXISTING WALLS TO CENTERLINE OF NEW STUD FOR NEW WALL.40 - OHnxc soar OWNER. FT •_ / DIMENSIONS CAN BE MAINTAINED AFTER THE INSTALLATION OF THE FINISH MATERIALS.\-:--+- - ----- 316. INTERIOR METAL STUDS WALLS / PARTITIONS / BARRIERS SHALL BE CONSTRUCTED OF 3 5/8" MINIMUM METAL �' STUDS OR UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL ALSO COMPLY WITH U.L. DESIGN NUMBER 0444 OR X-6114' 6' 10'-1 1 U458 AT RATED PLUMBING WALLS / BARRIERS. 311. DIMENSIONS SHOWN ON THE FLOOR PLANS FORE NEW CONSTRUCTION WORK ARE AS FOLLOWS:A 13'-8' 13'-1' � 164 114" Al . 318. WHERE NEW GYPSUM WALLS ARE A CONTINUATION OF AN EXISTING WALL / PARTITION / BARRIER OR COLUMN TO CENTERLINE OF COLUMNS - - - WHERE A ONE-HOUR RATED BARRIER ORA NON -RATED PARTITION IS SHOWN ASA CONTINUATION OF A TWO HOUR F11-1 11AI AN—AN. m NFSI$ST RATED BARRIER OR COLUMN ENCASEMENT, THE OUTSIDE FACE OF THE GYPSUM BOARD SHALL BE ALIGNED, STUDS L B. - (p ALIGNMENT OF THE GYPSUM BOARD) WHILE MAINTAINING THE REQUIRED FIRE RATED INTEGRITY. 319. CABINET / CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. 320. ACCESSIBLE WALL MOUNTED SINKS SHALL BE MOUNTED TO ALLOW 1'-3" MINIMUM FACE BETWEEN THE CENTERLINE OF THE SINK / LAVATORY AND THE "FINISH FACE" OF THE ADJACENT WALL, TOILET COMPARTMENT, --N FIXED EQUIPMENT AND OR CASEWORK. i 321. IN MERCANTILE AND OFFICE WORK, EGRESS CORRIDORS SHALL BE 42" MINIMUM CLEAR WIDTH TO FINISH FACE r OF WALL / BARRIER / PARTITION. Ei �.Oo se oIN o :°E rex snry a DEFECTS OF MATERIALS AND WORKMANSHIP, AND FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, ADDITION &INTERIOR REPLACE ALL WORK ICH BECOMES AT NO REP323.COODDE2UI7WTH 1 FLOOR —NEW WORK PLAN — LOGGIA ADDITION C. - 7 _ ! N NEW CABANA BAT - 1 0" NEW CABANA -_ TO OUTSIDE FACE OF CONCRETE / CMU / MASONRY WALLS / PARTITIONS/ BARRIERS xE PnNETs. EXTREMELY CRITICAL MINIMUM DIMENSIONS ARE INDICATED AS "MINIMUM" OR "MINIMUM CLEAR" FOR BOTH ! RENOVATION ANE NEW CONSTRUCTION PROJECTS. - - NEW LOGGIA 312 NOT USED _ 313 NOT USED 314. CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THEN THE CONTRACTOR an xs,oe ar sxowER SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR TO CONTINUING WITH ! {9o CONSTRUCTION. - 315. THE CONTRACTOR SHALL TAKE INTO ACCOUNT THE THICKNESS OF THE SCHEDULED FINISH MATERIALS SUCH^ AS CERAMIC / STONE / PORCELAIN / GRANITE / QUARTZ / SOLID SURFACE MATERIAL PRIOR TO LAYING OUT METAL STUDS OR CMU WALLS / PARTITIONS /BARRIERS SINCE THE TOTAL "OUT TO OUT' WALL THICKNESS MUST BE STORE xew FIOOR DOWN To CONSIDERED SO THAT THE REQUIRED "MINIMUM FACE TO FINISH" AND "MINIMUM CLEAR FACE TO FINISH" •_ / DIMENSIONS CAN BE MAINTAINED AFTER THE INSTALLATION OF THE FINISH MATERIALS.\-:--+- - ----- 316. INTERIOR METAL STUDS WALLS / PARTITIONS / BARRIERS SHALL BE CONSTRUCTED OF 3 5/8" MINIMUM METAL �' STUDS OR UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL ALSO COMPLY WITH U.L. DESIGN NUMBER 0444 OR X-6114' 6' 10'-1 1 U458 AT RATED PLUMBING WALLS / BARRIERS. 317. THE CONTRACTOR SHALL VERIFY THAT FLOOR MOUNTED CARRIERS (USED TO SUPPORT WALL MOUNTED SINKS REsw$eao oaucr+cwoao a "cs FOR / LAVATORIES AND UNSUPPORTED COUNTER TOPS SINKS / LAVATORIES ARE THE TYPE THAT WILL FIT IN THE 3 5/8" PHONE: (954) 227-1515 METAL STUD WALLS. NOTIFY THE ARCHITECT IF THERE 15 A CONFLICT. 318. WHERE NEW GYPSUM WALLS ARE A CONTINUATION OF AN EXISTING WALL / PARTITION / BARRIER OR COLUMN aT - ENCASEMENT, THE FACE OF THE NEW GYPSUM WALL SHALL BE ALIGNED WITH THE FACE OF THE EXISTING SURFACE. - - WHERE A ONE-HOUR RATED BARRIER ORA NON -RATED PARTITION IS SHOWN ASA CONTINUATION OF A TWO HOUR F11-1 11AI AN—AN. m NFSI$ST RATED BARRIER OR COLUMN ENCASEMENT, THE OUTSIDE FACE OF THE GYPSUM BOARD SHALL BE ALIGNED, STUDS SHALL BE OFFSET AND / OR ADDITIONAL LAYERS OF GYPSUM SHALL BE PROVIDED (AS REQUIRED TO PROVIDE FACE - (p ALIGNMENT OF THE GYPSUM BOARD) WHILE MAINTAINING THE REQUIRED FIRE RATED INTEGRITY. 319. CABINET / CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. 320. ACCESSIBLE WALL MOUNTED SINKS SHALL BE MOUNTED TO ALLOW 1'-3" MINIMUM FACE BETWEEN THE CENTERLINE OF THE SINK / LAVATORY AND THE "FINISH FACE" OF THE ADJACENT WALL, TOILET COMPARTMENT, --N FIXED EQUIPMENT AND OR CASEWORK. 321. IN MERCANTILE AND OFFICE WORK, EGRESS CORRIDORS SHALL BE 42" MINIMUM CLEAR WIDTH TO FINISH FACE OF WALL / BARRIER / PARTITION. DOWN ,1-1V-21/2"LOGGIA 322. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK IS FREE FROM a DEFECTS OF MATERIALS AND WORKMANSHIP, AND FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, ADDITION &INTERIOR REPLACE ALL WORK ICH BECOMES AT NO REP323.COODDE2UI7WTH 1 FLOOR —NEW WORK PLAN — LOGGIA ADDITION CCORDANCE WITH FLIVE ALLWORK HALL BE DONE IN AND ORIDA PLUMBING EDITION) AND ALL ..FIRST - A2.0 CODES ADOPTED BY IT. SCALE: 1/4" = V-0" STEP DOWN 'n"xc DooR _' STEP _ ! 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ST NN TO IINAIN PHONE: (954) 227-1515 - -"-' AST - co aT - / F11-1 11AI AN—AN. m NFSI$ST -- D r z' - (p cE o RE A2.0 DO N --N STEP LAVIGNE RESIDENCE DOWN ,1-1V-21/2"LOGGIA a ADDITION &INTERIOR -- ' IMPROVEMENTS �,ORENANAE.S ex s, new RDecs 1555 N OCEAN BLVD GULF STREAM, FL 33483 I O" EXISTING UPPER POOL DECK PROJECT NO: 1915 sT D DATE: 1/31/2020 DRAWN BY: CCS FSA 2 PROJECT PHASE' YR d Grrl TOWN OF GULF STREAM a-5�, LEVEL II SUBMITTAL I I'-0'EXISTI NG FAI^E�xo« euF so'+w^,r I1 OWNER CHANGES _/ 4/28/2020 'n"xc DooR _' N•• _ ! N NEW CABANA BAT - 1 0" NEW CABANA -_ �_ xE PnNETs. 101, � cwsE rENPe FINISHED FLOOR ( }23' F ssPr 'ALL, 2 10' _'' F•f' ;,1 5 �`�-RENu".va=1'E 3-5" AIDE En sr ncwnoow,o cE To 11 AT- rvewcExTeRDRw TT. NETATFRAN nc Arvo4 NETAT ,raw A, 11 on cEx,ER.N of wnu F x SNEo vn,x ve'cENExr I", ETREAsoPTrwooO. AND rra r ro .' o IN � SHO an xs,oe ar sxowER __. Kn vE STORE xew FIOOR DOWN To 1_.. -.. 10. 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W nuw.ccsarch.com SHEET 9 OF 14 E espray(i;ccsarchenter.com Architecture Business AA26001812 Interior Design Business 16261101782 ('ONSULTANTS; MEP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Htty F I, Fon Lauderdale. FL 33308 PHONE: (9541 46 1-43 14 STRUCTURAL ENGINEERING: STRUCTURES ''I I INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS. FL 33067 PHONL: ( 954) 227-1515 ' LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 j DATE: 1/3112020 f DRAWN BY C C S FROJEcr PHnsE TOWN OF GULF STREAM LEVEL II SUBMITTAL 1 OWNER CHANGES 4/282020 CYNTHIA C SPRAY. AIA AR 94" 67 -` SHEET TITLE FIRST FLOOR - NEW WORK PLAN - z. INTERIOR N A2.1 SHEET 9 OF 14 EXISTING ARCH TO REMAIN. INFILL EXTERIOR WALLS WITH LIGHT METAL FRAMING AND STUCCO FINISH. +12'-3" 2 SECOND FLOOR TOP OF SLAB CCS Architectural Enterprises, Inc. ARCHITECT: CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suite 221 Boca Raton, 11 11412 Tel Office 561-479-9884 W www.ccsarch.com E espray(ur—sarchenter.com Architecture Business AA26001852 Interior Design Business IB26001782 i; CONSULTANTS: ! MEP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Hwy #1, Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 = 1 1st FLOOR TOP OF SLAB STRUCTURAL ENGINEERING: =$'LOWER POOL DECK / LOGGIA DECK TOP OF SLAB -2 GRADE BEAM STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 / 01 2 FRONT OF HOUSE ELEVATION- BALCONY REPLACEMENT -WEST SID & FRONT DOOR REPLACEMENT A5.1 r - - -- - - -- - - - - APR 3 0 2020 �r'wn Of Gulf Stream, FL +12'-3" 2 SECOND FLOOR TOP OF SLAB +On 1 1st FLOOR TOP OF SLAB -2'-6" =$LOWER POOL DECK / LOGGIA DE -2 GRADE BEAM yr 2- Ad� LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S TOWN OF GULF STREAM LEVEL It SUBMITTAL t F C"JNER CHANGES 4/282020 CYNTHIA C SPRAY, AIA AR W67 OF SLAB SHEET TITLE EXTERIOR ELEVATIONS A5.1 SHEET 14 OF 14 B.M. r. C.B. C.B.S. CLF. C.O. CONC. CLP. D E.S. ETEV. F.P.L. C.V. L.P. OF WEST UNE OF THE N.W. 1/4 OF SECTION 10, TOWNSHIP 46 SO RANGE 43 EAST LOT ( BOUNDARY & MEAN HIGH WATER LINE SURVEY P]NNELL SURVEY, INC. PROFESSIONAL SURVEYORS AND MAP PERS LI--------------------------------------------------- - — — — — — — — — — — — — — — — — -------- GENERAL NOTES: 1) TWE OF SURVEY: BOUNDARY AND MEAN MGH WATER LINE SURVEY 2)IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION BOK SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL k VOID. 3) THIS SURVEY IS NOT VAUD WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, UNLESS ELECTRONICALLY SIGNED AND SEALED. 4) THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP. RIGHTS—OF—WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY, INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPICTED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS OF THE COUNTY. FOR WHICH THE SUBJECT PROPERTY IS LOCATED IN. 5)UNLESS OTHERWISE NOTED. FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS 6) ELEVATIONS SHOWN HEREON ARE BASED ON THE NAVD '88. UNLESS OTHMINSE NOTED. 7) UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. B)FENCE AND WALL OWNERSHIP IS NOT DETERMINED. 9) THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND STALL NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT WRITTEN PERMISSION h AUTHORIZATION FROM PINNELL SURVEY. INC. 10) ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE RECORD PLAT (UNLESS OTHERWISE NOTED). 11) BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF SOUTH 01'46'34' EAST ALONG THE WEST UNE OF THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT—OF—WAY MAP SECTION 93060-2510, SHEET 9 OF 51. 12) THE COORDINATES SHOWN AS THUSa�st�ME IN U.S. SURVEY FEET AND ARE RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM BASED ON E TRANSVERSE MERCATOR PROJECTION. EAST ZONE NORTH AMERICAN DATUM OF 1983/1990 (NAD 83/90). 13) CPS OBSERVATION UTIUZING LEICA 1200 GPS UNIT REFERENCED TO HORIZONTAL STATION 'BOCA' WAS USED IN ESTABLISHING THE BEARINGS COORDINATES AND THE VERTICAL DATUM (NAVD '88) AS SHOWN HEREON. 14) BY GRAPHIC PLOTTING ONLY, THE PROPERTY SHOWN HEREON IS LOCATED WITHIN FLOOD ZONE 'YE' WITH A BAS: ROOD ELEVATION OF 10 FEET AND FLOOD ZONE 'X' WITH NO BAS: FLOOD ELEVATION DETERMINED, AS SHOWN ON FIRM, MAP 125109-0981—F. BEARING A MAP REVISION DATE OF 10/05/17. 15) THIS MEMO HIGH WATER SURVEY LINE COMPLIES NIM CHAPTER 177. PART II. FLORIDA STATUTES' 16) DAIS FIELDWORK PERFORMED: 10/29/19 (FIELD BOO( 604, PACE 10) 17) DRANK BY: J.N.P. @ O.D.I. CHECKED BY: J.H.P. CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCAIBED N THE FOREGOING TILE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON TMS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.1 FURTHER CERTIFY THAT TMS SURVEY MEETS THE STANDARDS OF PRACTICE UNDER RULE 5 17, FLORIDA ADMINISTRATIVE CODE. ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. IA ff 10/31/19 PROFESSIONAL SURVEYOR UCENSE N0. 5734 — STATE REVISIONS: LEGAL DESCRIPTION: REVISION DATE CHECKEDBY THE NORTH 100 FEET OF THE SOUTH 200 FEET OF ME NORTH 600 FEET OF THAT PORTION OF THE SOUTH 666 OF GO WENT LOT 1, SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST. LYING EAST OF OCEAN : BOULEVARD (S.R. A -1—A), PAW BEACH COUNTY, FLORIDA. HMARK N.H. — MANHOLE ULATED MEASUREMENT NAVD - NORTH AMERICAN VERTICAL DATUM ERUNE IILGVD — NATIONAL GEODETIC VERTICAL DATUMNCROACHMf-N7 BEARING O.R.B. - OFFICIAL RECORDS BOOK tJ07ESD ( l C5 --Y L D J.'� FJ R t R� , tY E i . t e.NERETE BLOCK STRUCTURE P — PLAT MEASUREMENT J , .., 5 r ,r.CY % P .;._, ,.? E .,..JThLTc c„* -LFTs \,N UNK FENCE P.B. - PLAT BOOK IFEET N OUT P.E. — POOL EOUIPMENT CRETE P.B.C.R. —PAW BEACH COUNTY RECORDSRETE UGHT POLE TYP. - TYPICAL MEASUREMENT W.M. — WATER METER TRIC SERVICE ATION P.P. A/C - POWER POLE — AIR CONDITIONING UNIT p �e e d QTc CE4Y ED -4 GRAPHIC SCALE OR POWER h UGHT o/a - OFFSET -GATE VALVE FIRE HYDRANT LIGHT POLE 'II+ — UTILITY POLE A 3 2020— (IN FE ) j -SPOT EEVATION 2 20 Tt 1 inch -0 yawn of (;uir Stream, rL. GENERAL NOTES: 1) TWE OF SURVEY: BOUNDARY AND MEAN MGH WATER LINE SURVEY 2)IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION BOK SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL k VOID. 3) THIS SURVEY IS NOT VAUD WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, UNLESS ELECTRONICALLY SIGNED AND SEALED. 4) THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP. RIGHTS—OF—WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY, INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPICTED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS OF THE COUNTY. FOR WHICH THE SUBJECT PROPERTY IS LOCATED IN. 5)UNLESS OTHERWISE NOTED. FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS 6) ELEVATIONS SHOWN HEREON ARE BASED ON THE NAVD '88. UNLESS OTHMINSE NOTED. 7) UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. B)FENCE AND WALL OWNERSHIP IS NOT DETERMINED. 9) THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND STALL NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT WRITTEN PERMISSION h AUTHORIZATION FROM PINNELL SURVEY. INC. 10) ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE RECORD PLAT (UNLESS OTHERWISE NOTED). 11) BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF SOUTH 01'46'34' EAST ALONG THE WEST UNE OF THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT—OF—WAY MAP SECTION 93060-2510, SHEET 9 OF 51. 12) THE COORDINATES SHOWN AS THUSa�st�ME IN U.S. SURVEY FEET AND ARE RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM BASED ON E TRANSVERSE MERCATOR PROJECTION. EAST ZONE NORTH AMERICAN DATUM OF 1983/1990 (NAD 83/90). 13) CPS OBSERVATION UTIUZING LEICA 1200 GPS UNIT REFERENCED TO HORIZONTAL STATION 'BOCA' WAS USED IN ESTABLISHING THE BEARINGS COORDINATES AND THE VERTICAL DATUM (NAVD '88) AS SHOWN HEREON. 14) BY GRAPHIC PLOTTING ONLY, THE PROPERTY SHOWN HEREON IS LOCATED WITHIN FLOOD ZONE 'YE' WITH A BAS: ROOD ELEVATION OF 10 FEET AND FLOOD ZONE 'X' WITH NO BAS: FLOOD ELEVATION DETERMINED, AS SHOWN ON FIRM, MAP 125109-0981—F. BEARING A MAP REVISION DATE OF 10/05/17. 15) THIS MEMO HIGH WATER SURVEY LINE COMPLIES NIM CHAPTER 177. PART II. FLORIDA STATUTES' 16) DAIS FIELDWORK PERFORMED: 10/29/19 (FIELD BOO( 604, PACE 10) 17) DRANK BY: J.N.P. @ O.D.I. CHECKED BY: J.H.P. CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCAIBED N THE FOREGOING TILE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON TMS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.1 FURTHER CERTIFY THAT TMS SURVEY MEETS THE STANDARDS OF PRACTICE UNDER RULE 5 17, FLORIDA ADMINISTRATIVE CODE. ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. IA ff 10/31/19 PROFESSIONAL SURVEYOR UCENSE N0. 5734 — STATE REVISIONS: REVISION DATE CHECKEDBY (PROJECT NAME: LAVIGNE JOB NO.: 19-2207 TOWN OF GULF STREAM LEVEL II SUBMTTAL JANUARY 31, 2020 LAVIGNE RESIDENCE LOGGIA ADDITION AND INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 CCS PROJECT NUMBER: 1915 APR 3 0 2920 °wn cit Gulr 5treem, FL CCS Architectural Enterprises, Inc. ARCHITECT. CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suite 221 Boca Raton. PL 33432 Tel Office 561-479-9884 W www.cw, "h."" E espray(u ecsarchenter.coto Architecture Business AA26001852 Interior Design Business 1826001782 CONSULTANTS: MEP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Hwy #I, Fon Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: C C S PROJECT PHASE'. TOWN OF GULF STREAM LEVEL II SUBMITTAL OWNERCHANGES ,12020 CYNTHIA C SPRAY. AIA AR -67 SHEET TITLE COVER SHEET CS SHEET 1 OF 14 C d a d N E na m N Ca Z LU W U O Z N O 238.80 FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY INC- 145 FT FROM BENCHMARK TO COASTAL CONSTRUCTION LINE 1978 582 .6 FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY 489,52 FT FRONT OF PROPERTY TO. COASTAL CONSTRUCTION LINE FROM 1978 364,25 FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY INC. ., i ." - .1 nAl"-�T�,151 -� � _- o —'.i.l T�� TA _ _ ,t). �,T 1.1 "Jn,�l, � A.�I'I ^.1'r!�•.. - - — . . GREEN LL d r= 2S` -CRY 47-2 "I -- -- SINGLE FAMILY OUCE8 114" POOL BRICK PAVERS -..., VEGETATION PVC DECK DRIVEWAY POOL DECK :,•, DECK _ `" 118'-93/4' s Fd 7 1 l4 } _ . - -� BREEZEWAY ice:. -WIN EXISTING ONE STORY CAB, BUILDING TO BE REMOVED 252.07 FT FROM 10/3119 SURVEY FROM PINNELL SURVEY INC _ __ L.. 341.55 FT FROM 10/31/19 SURVEY FROM PINNELL SURVEY INC.. 593.62 FT FROM SURVEY DATED 10131/2019 FROM PINNELL SURVEY I1 EXISTING SITE PLAN - DEMOLITION SP1 SCALE I = 20' FIRST FLOOR LIVING 4,427 SO FT EXISTING CABANA 351 SO FT EXISTING SECOND FLOOR LIVING 3,363 SO FT EXISTING TOTAL LIVING 8,141 SO FT EXISTING FIRST FLOOR COVERED PATIO 412 SO FT COVERED ENTRY 98 SO FT EAST GARAGE 499 SO FT WEST GARAGE 491 SO FT SECOND FLOOR OPEN SPACE 563 SO FT SECOND FLOOR COVERED PATIO 26 SO FT TOTALCOVERED 2,089 SO FT TOTAL HOUSE 10,230 SO FT 8,141 SQ FT LIVING + 2,089 SO FT COVERED = TOWN OF GULF STREAM ALLOWED 15,070 SOFT SEE BELOW BOUNDARY AT NORTH IS 593.62 FT, BOUNDARY AT SOUTH IS 582.6 FT, AVERAGE IS 593.62 + 582.6 / 2 = 588.11 LIN. FT. HOW TO CALCULATE ALLOWED FLOOR AREA RATIO (FAR) IN SO FT: GROSS LOT SIZE IS (100 FT X 588.11 FT) = 587,811 SO FT EFFECTIVE LOT SIZE IS (100FT X 489.52 FT) = 48,952 SO FT 1ST 20,000 IS 33% FAR = 20,000 SO FT X 0.33 = 6,600 SO FT (THIS IS THE FIRST 20,000 RULE AT 33% FAR) AREA OVER 1 ST 20,000 IS 20% FAR = (48,952- 6,600) X 0.2 = 8,470 SO FT 6,600 SO FT + 8,470 SO FT = 15,070 SO FT 15,070 SO FT IS THE TOTAL PERMISSABLE BUILDABLE AND COVERED AREAALLOWED FOR THIS LOT SIZE AND ZONING REcEIVEL APF' 3 G 2020 town of Gulf 5frea,n, FG CCS Architectural Enterprises, Inc. ARC'HITECT� CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park RJ Suite 221 Boca Raton. PL 33432 Tel Office 561-479-9884 W e w.ccsarch.coln E espray{o ecsarchenter.com Architecture Business AA26001852 Interior Design Business 1626001782 -OCTANTS: MHP ENGINEERING AMERICAN UNITED ENGINEERS 5130 N Federal Hwy #I, Fort Lauderdale, PL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S PROJECT PHASE. TOWN OF GULF STREAM LEVEL II SUBMITTAL q OWNER CHANGES 4 2812020 L -- G - ASA ARSA-6, SHEET TITLE EXISTING SITE PLAN - DEMOLITION SP1 SHEET 3 OF 14 0 mQ o Z I 1< UO Qa 147.25 FT O W w 2F - j F- tt 0� T1s l 1� 6,600 SO FT + 8,470 SO FT = 15,070 SO FT 15,070 SO FT IS THE TOTAL PERMISSABLE BUILDABLE AND COVERED AREAALLOWED FOR THIS LOT SIZE AND ZONING REcEIVEL APF' 3 G 2020 town of Gulf 5frea,n, FG CCS Architectural Enterprises, Inc. ARC'HITECT� CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park RJ Suite 221 Boca Raton. PL 33432 Tel Office 561-479-9884 W e w.ccsarch.coln E espray{o ecsarchenter.com Architecture Business AA26001852 Interior Design Business 1626001782 -OCTANTS: MHP ENGINEERING AMERICAN UNITED ENGINEERS 5130 N Federal Hwy #I, Fort Lauderdale, PL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S PROJECT PHASE. TOWN OF GULF STREAM LEVEL II SUBMITTAL q OWNER CHANGES 4 2812020 L -- G - ASA ARSA-6, SHEET TITLE EXISTING SITE PLAN - DEMOLITION SP1 SHEET 3 OF 14 238.8P FT FROM SURVEY DATED 101312019 FROM PINNELL SURVEY INC. 145 FT FROM BENCHMARK TO COASTAL CONSTRUCTION LINE 1978 i 582 6 FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY 489.52 FT FRONT OF PROPERTY TO COASTAL CONSTRUCTION LINE FROM 1978 34425 FT FROM. SURVEY DATED 10/312019 FROM PINNELL SURVEY INC. _ GREEN , 1/4^ 4T4" I I 1 — GREEN I z [@J .. I DRIVEWAYLU 1 LU r � I _ O POOL DECK – - U I 118'-9 314" — VEGETATION ` ' O Z 40 FT 2 3._. 2STORY`I F �i i LOGGIA J P SINGLE FAMILY "J 7.10 /4" 1' HOUSE!i 1 C l tHyl. Hf ��.li SIS '�. ) i� l d' ll Ilk ,, f ^^` 1 }}� Sd SI T'f�lfi� 'f 252.07 FT FROM 10131119 SURVEY FROM PINNELL SURVEY INC_- _. 341.55 FT FROM 10/31/19. SURVEY FROM PINNELL SURVEY INC 593,62 FT FROM SURVEY DATED 10/31/2019. FROM PINNELL SURVEY ArChII CILIrnl GntcrPri x•s. Inc. ARCHITECT: SITE PLAN NEW - PROPOSED LOGGIAADDITION SP2 SCALE r 20 =' CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suite 221 Boca Ramn, PL 33432 Tel Office 561-479-9884 W wow.ecsarchCcan E esprayC'cesarchenter.coin Gv til 7 ��Iv1 �11/. GROSS LOT AREA (100 FT x 538.11FT) Architecture Burmese AA26001 852 Design Business 1B26001782 DRAWN BY: cc S EFFECTIVE LOT AREA (100 FT X489.52 FT) 48,952 SQ, FT. 5F "I e- Q CONSULTANTS p MLP ENGINEERING. �g RECEIVED m FAR CALCULATIONS EXISTING DEMO X AMERICAN UNITED n �$ w' ENGINEERS 4,427 0 563 342 106 D 5130 N Federal H— = 1. r� r1� APR ( � 1 owNERcrIaNCEs 4262ozo Fort Lauderdale, FL 33308 14725 FT - '.. a ❑ PHONE: (954) 461-4314 J L+ ` IST FLOOR COVERED, PORCHES, OVERHANGS > 2 1/2 FT, THIS IS 98 SQ FT 1/Ji`IIy Ii I(4 a j � w �' j 0 m STRUCTURAL ENGINEERING: GREEN 4 STRUCTURES INTERNATIONAL, INC. { 0 7501 WILES ROAD z CORAL SPRINGS, FL 33067 536 195 770 PHONE: (954) 227-1515 LRESIDENCE SITE PLAN NEW - PROPOSED LOGGIAADDITION SP2 SCALE r 20 =' LOOGGGGIA AADDI ADDITION &INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 GROSS LOT AREA (100 FT x 538.11FT) 58,811 SQ. FT. DRAWN BY: cc S EFFECTIVE LOT AREA (100 FT X489.52 FT) 48,952 SQ, FT. PROJECT PHASE 00- �g RECEIVED TOWN OF GULF STREAM FAR CALCULATIONS EXISTING DEMO NEW NET n �$ LEVEL II SUBMITTAL 1ST FLOOR LIVING CEILINGS OVER 15FT(DOUBLE) 4,427 0 563 342 106 D 4,533 221 r� r1� APR ( � 1 owNERcrIaNCEs 4262ozo 2ND FLOOR LIVING 3,363 0 342 3,705 J L+ ` IST FLOOR COVERED, PORCHES, OVERHANGS > 2 1/2 FT, THIS IS 98 SQ FT Town of G( 1 GO Stream, I6 COVERED ENTRY+412 COVERED AT - FAMILY ROOM +26 SE balcony 536 195 770 1,111 - 2ND FLOOR COVERED 0 0 0 0 AWNINGS> 3FT AND SCREEN ENC AT 50% D 0 0 0 GARAGE 990 990 GROSS FLOOR AREA 9,879 537 1,218 10,550 10,560 0 r OUT BUILDINGS 351 351 0 0 TOTAL FLOOR AREA PROPOSED 10,230 888 1,218 10,560 SQ. FT. FIRST 20,000X.33 6,600 SQ. FT. OVER 20,000 X.20 (THIS IS 48,952 - 6,600 = 42,352) X.2 8,470 SQ- FT. TOTAL ALLOWABLE FAR PER MANUAL 15,070 SQ. FT. CYNTHIA C. SPRAY, AIA AR sa1o7 SHEET TITLE TOTAL HARDSCAPE AREA REQUIRED LANDSCAPE AREA (LOT SIZE X 8,404 PROPOSED SITE PLAN - LOGGIA 40%) 19,581 ADDITION ACTUAL %LANDSCAPED OPEN SPACE /01 AREA 67% 32,969 N SP2 SHEET 4 OF 14 rn U) 0 Z_ Q� Q L) W W a N 0 W _Z U) DO [O PROJECT ADDRESS: 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT DESCRIPTION THIS IS A LOGGIA ADDITION AND INTERIOR RENOVATION PROJECT FOR ATWO STORY SINGLE FAMILY HOME LOCATED IN GULF STREAM , FLORIDA. PROJECT PCN & ZONING INFO: TOWN OF GULF STREAM: RSB - BEACH FRONT RESIDENTIAL PALM BEACH COUNTY ZONING: 0100 SINGLE FAMILY PARCEL CONTROL NUMBER: 20-43-46-10-00-001-0100 LEGAL DESCRIPTION: THE NORTH 600 FEET OF THAT PORTION OF THE SOUTH 668 FEET OF GOVERNMENT LOT 1, SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST, LYING EAST OF OCEAN BOULEVARD (S.R. A -1-A), PALM BEACH COUNTY, FLORIDA. PROJECT DESCRIPTION: INTERIOR RENOVATION: 1. NEW KITCHEN CABINETS 2. RECONFIGURE BAR/MEDIA/BILLAIRD ROOM 3. RECONFIGURE MASTER BATHROOM AND CLOSETS UPSTAIRS EXTERIOR IMPROVEMENT: 1. REMOVE EXISTING FREE STANDING CABANA BUILDING ON SITE AT POOL DECK 2. CONSTRUCT NEW OUTDOOR SUMMER KITCHEN/LOGGIA ADDITION AND ADD SPIRAL STAIR 3. UPDATE SOUTH EAST AND SOPUTH WEST 2ND FLOOR BALCONIES TO MATCH THE NEW LOGGIAADDITION PROJECT PLAN REVIEW DATA OCCUPANCYTYPE: PER 2017 (6TH) EDITION OF THE FLORIDA BUILDING CODE: SECTION GROUP R- SINGLE FAMILY RESIDENTIAL PER 2017 (6TH) FLORIDA EDITION OF NFPA CHAPTER - EXISTING RESIDENTIAL CONSTRUCTION TYPE: PER 2017 (6TH) EDITION OF THE FLORIDA BUILDING CODE: TABLE 601: TYPE II -B BUILDING FIRE PROTECTION: AREA SPRINKLERED: BUILDING IS NOT SPRINKLERED REQUIRED ASSEMBLT RATINGS: PER TABLE 601 FBC STRUCTURAL FRAME 0 HOUR BEARING WALLS INTERIOR 0 HOUR BEARING WALLS EXTERIOR 0 HOUR NON BEARING WALLS INTERIOR PARTITIONS 0 HOUR FLOOR CONSTRUCTION INCLUDING INTERIOR BEAMS AND JOISTS 0 HOUR ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS & JOISTS 0 HOUR BUILDING INFORMATION: NUMBER OF STORIES: 2 STORY BUILDING HEIGHT: 22'-5" TO TOP OF ROOF BEAM LEVEL OF ALTERATION: III PER FLORIDA BUILFING CODE - EXISTING GOVERNING CODES AND REGULATION& FLORIDA BUILDING CODE PER 2017 (6TH) EDITION FLORIDA BUILDING CODE, RESIDENTIAL PER 2017 (6TH) EDITION FLORIDA BUILDING CODE, ENERGY CONSERVATION PER 2017 (6TH) EDITION FBC TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES PER 2017 (6TH) EDITION FBC MECHANICAL CODE PER 2017 (6TH) EDITION FBC PLUMBING CODE PER 2017 (6TH) EDITION FBC FUEL GAS CODE PER 2017 (6TH) EDITION FLORIDA ADMINISTRATIVE CODES (INCLUDING LIFE SAFETY CODE): CHAPTER 69A-3.012: STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND OTHER STANDARDS ADOPTED FLORIDA FIRE PREVENTION CODE (2017, 6TH EDITION) WHICH INCLUDES: FLORIDA STATUTES, CHAPTER 633: FIRE PREVENTION AND CONTROL FLORIDA ADMINISTRATIVE CODE, CHAPTER 69A FLORIDA ADMINISTRATIVE CODE, CHAPTER 69A-60: FLORIDA FIRE PREVENTION CODE NFPA 1, UNIFORM FIRE CODE (201 7 FLORIDA EDITION) NFPA 1 01 , LIFE SAFETY CODE (201 7 FLORIDA EDITION) NATIONAL PEST CONTROL ASSOCIATION STANDARDS 4 + 1555 14Grih Ocean boulevard m w O Z tJ Pr:v�,1;� tt.i yQciyo"r Ro W Vi N Ovean (11Vd N 0-- Blvd N Hidden Harbour Dr N Ei C0r11Ju ConUOn-1liaum S Hidden Hint,-, Dr ASSOCIa1eS GQ gie 1 LOCATION MAP X1 NOT TO SCALE GENERAL NOTES FOR PROJECT 001. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE DRAWINGS AND THE PROJECT MANUAL (SPECIFICATIONS, SCHEDULES, ETC.). THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THESE DRAWINGS AND THE PROJECT SPECIFICATIONS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES THAT HE DISCOVERS. 002. PROVIDE CONTINUOUS SEALANT TO PROVIDE "WATER -TIGHT" AND "AIR -TIGHT" CONDITION AT THE PERIMETERS OF ALL DOOR FRAMES, INTERIOR WINDOW FRAMES, EXTERIOR WINDOW FRAMES, WINDOW STOOLS, CABINETS, CASEWORK, COUNTERTOPS, PLUMBING FIXTURES, TOILET ACCESSORIES ( BOTH RECESSED & SURFACE MOUNTED) , FIRE EXTINGUISHER CABINETS, FIRE DEPARTMENT VALVE CABINETS, ETC. ( EVEN WHEN THE JOINT AT THE PERIMETER IS EITHER HIDDEN OR NOT READILY VISIBLE) . 003. EQUIPMENT INDICATED WITH DASHED LINES SHALL BE FURNISHED BY THE TENANT/OWNER AND RECEIVED/STORED BY THE GENERAL CONTRACTOR. 004. THE CONTRACTOR SHALL COORDINATE WITH THE TENANT/OWNER AND LANDLORD FOR THE DELIVERY AND INSTALLATION OF ALL TENANT/OWNER FURNISHED EQUIPMENT/FURNITURE. 005. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS OF THE BUILDING THROUGHOUT ALL PHASES OF CONSTRUCTION. ALL EXISTING STAIRWAYS ( IF ANY) AND RATED EXIT PASSAGEWAYS SHALL BE MAINTAINED SO THAT THEY ARE CLEAR AND ACCESSIBLE: AND THE INTEGRITY OF THE DESIGNATED RATED ENCLOSURE AROUND THEM SHALL ALSO BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. 005. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED SO AS TO PROVIDE WATER -TIGHT, WEATHER -TIGHT AND CONDITIONED EXISTING SPACE AT ALL TIMES THROUGHOUT ALL PHASES OF CONSTRUCTION. PROVIDE TEMPORARY ENCLOSURES AS REQUIRED. PROVIDE PORTABLE HEATING UNITS AND/OR COOLING UNITS TO MAINTAIN 70 DEGREES F. ( INSIDE TEMPERATURE) IN OCCUPIED SPACES, UNLESS OTHERWISE DIRECTED BY THE TENANT AND/OR OWNER. 006. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS OR RESTRICTIONS, WHETHER INDICATED OR NOT. 007. GC SHALL COORDINATE ALL THE WORK OF THE TRADES. 008. CONSTRUCTION SHALL FOLLOW THE 2017 FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES. 009. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY IN WRITING OR THE GENERAL CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING IF ADDITIONAL INFORMATION IS REQUIRED TO OBTAIN A BUILDING PERMIT. 010. THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE FLORIDA ENERGY CODE. CONTRACTOR SHALL BE FAMILIAR WITH THE GOVERNING CODE IN ITS ENTIRETY AND AND BUILD IN ACCORDANCE WITH THE PROVISION OF THE CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND IN THE NOTES. GENERAL CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL ELEMENTS DURING CONSTRUCTION. 011. PROJECT SUBMITTALS AND SHOP DRAWINGS ARE TO BE PROVIDED TO THE ARCHITECT AS PER THE PROJECT SPECIFICATIONS SECTION 01 33 00 LISTED IN THE PLANS. 013. PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUPPLYTHE ARCHITECT WITH ACOMPLETE LIST OF ITEMS REQUIRING ARCHITECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING REVIEW ALONG WITH THE DATES BY WHICH THRE REVIEW MUST BE COMPLETED. 014. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS AND PROTECTING THEIR WORK SUFFICIENTLY FROM DAMAGE FROM POTENTIAL OTHER TRADES WORKING IN THE SPACES. 015. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN ATALL TIMES. IF THIS REQUIREMENT IS NOT COMPLETED ON A DAILY BASIS THEN THE ARCHITECT SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE Map data 51,21720 Unrted CODE, WINDOW, DOORS AND POOL NOTE: ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017 (6TH EDITION). THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPX70. 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET THE REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION 84107.17.1.9. 2. ALLSCREENDOORS ARE TO BE SELF IATCHING AND SELF CLOSING LATCHMECHANISMSHALLBE MOUNTED AT SC' A.F.F. (MIN). 3. ALARMS SHALL BE INSTALLED ON SCREEN DOORS. 4 THEGC. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. Know what's below, 01111 before you dig. DRAWING INDEX CS COVER SHEET X1 PROJECT INFORMATION SHEET SPI EXISTING SITE PLAN -DEMOLITION SP2 PROPOSED SITE PLAN LOGGIA ADDITION Al 0 FIRST FLOOR DEMOLITION PLAN - CABANA At.t FIRST FLOOR DEMOLITION PLAN -INTERIOR _ Al 2 SECOND FLOOR DEMOLITION PLAN - INTERIOR A2 0 FIRST FLOOR - NEW WORK PLAN__- LOGGIAADDITION A21 FIRST FLOOR NEW WORK PLAN - INTERIOR A2 2 SECOND FLOOR - NEW WORK PLAN - LOGGIA ADDITION A2.3 SECOND FLOOR - NEW WORK PLAN - INTERIOR ............ A24 ROOF PLAN A5 0 EXTERIOR ELEVATIONS ........... A51 EXTERIOR ELEVATIONS Issued Published ❑ 19 ❑ Q i. L ❑ ❑ Z + 1555 14Grih Ocean boulevard m w O Z tJ Pr:v�,1;� tt.i yQciyo"r Ro W Vi N Ovean (11Vd N 0-- Blvd N Hidden Harbour Dr N Ei C0r11Ju ConUOn-1liaum S Hidden Hint,-, Dr ASSOCIa1eS GQ gie 1 LOCATION MAP X1 NOT TO SCALE GENERAL NOTES FOR PROJECT 001. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE DRAWINGS AND THE PROJECT MANUAL (SPECIFICATIONS, SCHEDULES, ETC.). THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THESE DRAWINGS AND THE PROJECT SPECIFICATIONS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES THAT HE DISCOVERS. 002. PROVIDE CONTINUOUS SEALANT TO PROVIDE "WATER -TIGHT" AND "AIR -TIGHT" CONDITION AT THE PERIMETERS OF ALL DOOR FRAMES, INTERIOR WINDOW FRAMES, EXTERIOR WINDOW FRAMES, WINDOW STOOLS, CABINETS, CASEWORK, COUNTERTOPS, PLUMBING FIXTURES, TOILET ACCESSORIES ( BOTH RECESSED & SURFACE MOUNTED) , FIRE EXTINGUISHER CABINETS, FIRE DEPARTMENT VALVE CABINETS, ETC. ( EVEN WHEN THE JOINT AT THE PERIMETER IS EITHER HIDDEN OR NOT READILY VISIBLE) . 003. EQUIPMENT INDICATED WITH DASHED LINES SHALL BE FURNISHED BY THE TENANT/OWNER AND RECEIVED/STORED BY THE GENERAL CONTRACTOR. 004. THE CONTRACTOR SHALL COORDINATE WITH THE TENANT/OWNER AND LANDLORD FOR THE DELIVERY AND INSTALLATION OF ALL TENANT/OWNER FURNISHED EQUIPMENT/FURNITURE. 005. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS OF THE BUILDING THROUGHOUT ALL PHASES OF CONSTRUCTION. ALL EXISTING STAIRWAYS ( IF ANY) AND RATED EXIT PASSAGEWAYS SHALL BE MAINTAINED SO THAT THEY ARE CLEAR AND ACCESSIBLE: AND THE INTEGRITY OF THE DESIGNATED RATED ENCLOSURE AROUND THEM SHALL ALSO BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. 005. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED SO AS TO PROVIDE WATER -TIGHT, WEATHER -TIGHT AND CONDITIONED EXISTING SPACE AT ALL TIMES THROUGHOUT ALL PHASES OF CONSTRUCTION. PROVIDE TEMPORARY ENCLOSURES AS REQUIRED. PROVIDE PORTABLE HEATING UNITS AND/OR COOLING UNITS TO MAINTAIN 70 DEGREES F. ( INSIDE TEMPERATURE) IN OCCUPIED SPACES, UNLESS OTHERWISE DIRECTED BY THE TENANT AND/OR OWNER. 006. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS OR RESTRICTIONS, WHETHER INDICATED OR NOT. 007. GC SHALL COORDINATE ALL THE WORK OF THE TRADES. 008. CONSTRUCTION SHALL FOLLOW THE 2017 FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES. 009. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY IN WRITING OR THE GENERAL CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING IF ADDITIONAL INFORMATION IS REQUIRED TO OBTAIN A BUILDING PERMIT. 010. THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE FLORIDA ENERGY CODE. CONTRACTOR SHALL BE FAMILIAR WITH THE GOVERNING CODE IN ITS ENTIRETY AND AND BUILD IN ACCORDANCE WITH THE PROVISION OF THE CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND IN THE NOTES. GENERAL CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL ELEMENTS DURING CONSTRUCTION. 011. PROJECT SUBMITTALS AND SHOP DRAWINGS ARE TO BE PROVIDED TO THE ARCHITECT AS PER THE PROJECT SPECIFICATIONS SECTION 01 33 00 LISTED IN THE PLANS. 013. PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUPPLYTHE ARCHITECT WITH ACOMPLETE LIST OF ITEMS REQUIRING ARCHITECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING REVIEW ALONG WITH THE DATES BY WHICH THRE REVIEW MUST BE COMPLETED. 014. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS AND PROTECTING THEIR WORK SUFFICIENTLY FROM DAMAGE FROM POTENTIAL OTHER TRADES WORKING IN THE SPACES. 015. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN ATALL TIMES. IF THIS REQUIREMENT IS NOT COMPLETED ON A DAILY BASIS THEN THE ARCHITECT SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE Map data 51,21720 Unrted CODE, WINDOW, DOORS AND POOL NOTE: ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017 (6TH EDITION). THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPX70. 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET THE REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION 84107.17.1.9. 2. ALLSCREENDOORS ARE TO BE SELF IATCHING AND SELF CLOSING LATCHMECHANISMSHALLBE MOUNTED AT SC' A.F.F. (MIN). 3. ALARMS SHALL BE INSTALLED ON SCREEN DOORS. 4 THEGC. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. Know what's below, 01111 before you dig. DRAWING INDEX CS COVER SHEET X1 PROJECT INFORMATION SHEET SPI EXISTING SITE PLAN -DEMOLITION SP2 PROPOSED SITE PLAN LOGGIA ADDITION Al 0 FIRST FLOOR DEMOLITION PLAN - CABANA At.t FIRST FLOOR DEMOLITION PLAN -INTERIOR _ Al 2 SECOND FLOOR DEMOLITION PLAN - INTERIOR A2 0 FIRST FLOOR - NEW WORK PLAN__- LOGGIAADDITION A21 FIRST FLOOR NEW WORK PLAN - INTERIOR A2 2 SECOND FLOOR - NEW WORK PLAN - LOGGIA ADDITION A2.3 SECOND FLOOR - NEW WORK PLAN - INTERIOR ............ A24 ROOF PLAN A5 0 EXTERIOR ELEVATIONS ........... A51 EXTERIOR ELEVATIONS Issued Published ❑ 19 ❑ El ❑ L ❑ ❑ ❑- ® RECF[1/REF D �_ APR 3 0 2020 Town of Gulf Stream, Fl Architectural Enterprises, Inc. ARCHITECT: CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suit, 221 Boca Raton, FL 33432 Tel Office 561-479-9884 W—w.ccsarch.com E cspmyIu ccsarcheH1er.com Architecture Business AA26001852 Interior Design Business IB26001782 COTS_'I ILTANTS: MBP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Hwy #1, Fort Lauderdale. FL 33308 PHONE (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURLS INTLRNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S TOWN OF GULF STREAM LEVEL II SUBMITTAL 4 wwsoN x,.,E o rE I OWNER CHANGES 4 2612020 CYNTHIA C SPRAY, AIA AR 94167 :T TITLE PROJECT INFORMATION SHEET X1 SHEET 2 OF 14 GENERAL NOTES FOR EXISTING AND DEMOLITION FLOOR PLANS 100. COMPLY WITH THE REQUIREMENTS OF THE NOTES ON SHEET X1 WHICH ALSO APPLY TO THE EXISTING / DEMOLITION FLOOR PLANS. 101.THE EXISTING / DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS PROVIDED TO THE ARCHITECT AND THAT MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, THE CONTRACTOR/ OWNER / SUB CONTRACTOR SHALL VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO THE EXISTING FIELD CONDITIONS; AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT ANY INCONSISTENCIES BETWEEN THE ACTUAL CONDITIONS AND THESE DRAWINGS. 102. THE GENERAL CONTRACTOR / OWNER / SUB CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DEMOLITION OR NEW CONSTRUCTION WORK (AS INDICATED IN THE CONTRACT DOCUMENTS) CAN NOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. REMOVE EXISTING CONSTRUCTION AS INDICATED, TYPICAL WALL REMOVAL SHALL INCLUDE MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CABINETWORK, CASEWORK, WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR ATTACHMENTS AS REQUIRED. AFTER REMOVAL, REPAIR HOLES IN EXISTING TO REMAIN FLOORS, WALLS, BARRIERS AND ROOFS TO COMPLY WITH ORIGINAL FIRE, SMOKE, AND SOUND ASSEMBLIES, FIRE PROTECTION REQUIREMENTS, AND STRUCTURAL INTEGRITY. 103. PREPARE SURFACES TO RECEIVE NEW FINISHES AS SPECIFIED IN THESE DOCUMENTS OR AS SPECIFIED IN SEPARATE INTERIOR DESIGN DOCUMENTS. WHERE A NEW FINISH IS CALLED FOR ON AN EXISTING SURFACE, REMOVE THE EXISTING FINISH AND PREPARE TO RECEIVE NEW FINISH. PREPARATIONS NEED TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS- 104. NSTRUCTIONS.104. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND ALL STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. SEE ARCHITECTURAL AND / OR STRUCTURAL DETAILS AS PROVIDED IN THIS DRAWING SET. 105. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANACES AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION (AHJ). THE THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL NOT CUT EXISTING OR NEW STRUCTURAL WORK IN ANY MANNER THAT MAY RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD / DEFLECTION RATIO. 106. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED IN ADVANCE FROM THE ARCHITECT AND / OR STRUCTURAL ENGINEER. 107. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ANY HAZARDOUS MATERIAL, THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT IN WRITING. NOTE: REMOVAL, DISPOSAL AND REPLACEMENT OF THE HAZARDOUS MATERIAL IS THE SOLE RESPONSIBILITY OF THE OWNER AND SHALL BE IN ACCORDANCE WITH STATE, LOCAL AND FEDERAL REGULATIONS. 108. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL REPLACE ANY EXISTING -TO -REMAIN MATERIALS AND FINISHES (CEILING GRID, CEILING TILE, GYPSUM BOARD, FINISHES, DOORS, FRAMES, WALL PROTECTION ETC. WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION. 109. REMOVE ALL EXISTING CONDUIT, WIRING AND DEVICES RENDERED USELESS DUE TO CHANGES IN THE EXISTING AREA REWIRE EXISTING DEVICES NOT BEING REMOVED THAT ARE PART OF THE BRANCH CIRCUIT DEVICES BEING REMOVED AND EXTEND NEW WIRING AS NEEDED TO CONNECT TO PREVIOUS. PATCH ALL CUTS, OPENINGS AND DAMAGED AREAS THAT OCCUR DURING DEMOLITION. ALL PATCHING SHALL CONFORM TO THE ADJOINING WORK, MATCHING THE FINISH AND QUALITY OF WORKMANSHIP OF THE ADJACENT MATERIALS. 1 10. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL MINIMIZE CONSTRUCTION AND DUST WHEREVER POSSIBLE. 1 1 1. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL COORDINATE ANY SYSTEMS SHUT OFF FOR MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION AT ANY TIME DURING CONSTRUCTION. CCS Architectural Enterpnses, Inc. • ARCHITECTS E,Is P 1, CYNTHIA SPRAY EXISTING GRASS - 1 .- - DESIGN & ARCHITECTURE TO REMAIN 499 East Palmetto Park Rd POOL .. _ Suite 221 I I_I..... �.� Boca Raton. FL 33432 ---- - Tel Office 561-479-9884 W w—cesarch coin 1 / SPA Y j IE cspray(i ecsarchenter n �' ,I 1 •� DSTEP OWN Architecture Business I� AA26001852 , Interlo26, Dzslgn Busulnss - I IB001782 PLANTER LI.. _ _ _... SWIMMING POOL T ....�.I J EXISTING ELEVATED -- DECK TO REMAIN CONSULTANTS: 2311/2' _.. ,.'. /' III EXISTING ROOF 22'-3112" MLP ENGINEERING: TO IIi I AMERICAN UNITED ENGINEERS -"PLANTER!_ EXISTING PAVED DECK 5130 N Federal Hwy #1, TO REMAIN ` Fort Lauderdale, FL 33309 I _____ • .2'.6- EXISTING POOL D_ECK E%STrvGSTA SOAoN PHONE:(954)461-4314 �." TO 000L DECK TO 1E111N - srEa STRUCTURAL per. -- DOWN ,r " ENGINEERING: STRUCTURES 1o1A ;�) INTERNATIONAL, INC. ' '�`. LL ` =< �� Q • f' , r 1 A E%.STING UPPER POOL DECK 7501 WILES ROAD 101; w w STEP ._.... ...-.- --- --jrr ui, `o COLDMry TO REMAry DR"`--�,.-� Dow CORAL SPRINGS. FL 330(,7 PHONE: (954) 227-1515 �-'-i- i 1,� '!CABANA BA - - So eun a _ yrs —T ' 100 ' I � i , I.----_" BE REtitOVEO ANo aE nsrnLLEonT rvEw cAeArvA enr ! 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I ArvoRETA,Hry _-'� "' ' GULF STREAM, FL 33483 REMovE PaH PROJECT NO: 1915 DATE: 1/31/2020 I I All ex sr uG ea c,c PAT= PEmavq EXISTING TILED aooE Arvo -.. i ... �AvoscAPE TO REMA,H As,s. ro SEE HEwcoucsEreoEC�ro r,E N DRAWN BY: CC S STOGINPIrvG srRDCT aA�oPAwl GsnBOVE SEE PROJECT PHASE. rvGAsrvEESTING TOWN OF GULF STREAM �ArvoscAP: - -- - -- _ =ETRDo:u'=rvew LEVEL II SUBMITTAL - � 1 OWNER CHANGES _��I 4128/2020 o yr 1. FIRST FLOOR DEMOLITION PLAN - CABANA A1.0 SCALE V4° = 1' 0" CYNTHIA C. SPRAY. AIA AR 9416) l� t't SHEET TITLE EI 0' RECED 4 FIRST FLOOR DEMOLITION PLAN APR 3 0 2020 CABANA Town of Gulf Stream, FL N A1.0 SHEET 5 OF 14 DECN r -0'-0" EXISTING MAIN HOUSE FLOOR 110 -� ' ' a.� -0'-0' EXISTING MAIN HOUSE FLOOR TO REMary m 110' }j 03 REMOVE ALL CARPET O IBM �~O �O BILLIARD ROOM --� 110 _71 (A OH BILLIARD ROOLA08)— (108) MEDIA ROOM rn¢� a REMOVE ALL FLOORING I Ci009ET�� `��I' 'YO RING a0 ooz 49 ------------ v" STEP A REwovE Tns secnory OFGIGI 411114" ' lit DOWN = .All 10 AccOMODATE FORN11 BAR=ORN ----- I AND KIIIIIG waLL INI TO ' vapviDE FOR-NER'I rvew BT -E FEATURE waL. 1 --' POWDER PO 4@6B ROOM 07) 0 1De --- ----------- 111 -------------- ;11 i i EIISnrvGGRAsSTORE—N EMOVE STING NICHE STEP WA LS j STEP DOWN DOWN CCS Architectural Enterprises, Inc �\RL-I IITECT_ 11X'THIA SPRAY DLSIGN & ARCHITECTURE 499 East Palmeno Park Rd Suite 221 Boca Rato, FL 33432 Tel Office 561-479-9884 N - arch cons E p y(_ ccsarchentel—In Architecture Business AA26001852 Interior Design Business IB36001782 COI; SIJLTANTS._ MEP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Htsy #1, Fort Lauderdale, FL 33308 PHONE: ( 954) 461-4314 NLpB rvEE s N " -� } _ TOWN OF GULF STREAM TO BE pODE �. _ _. anDTuary ovER,00wrvER � P� � � LEVEL II SUBMITTAL J pL�DDOR rw Mpry uvea 5 _ S 4282.20 ' �REvw v caL LE66 Rw sE rvo,ED � ,•STEP 0'-0" EXISTING MAIN HOUSE FLOOR---------------' � O ' 11 �� 1 WNER CHANGE ' T DOWN .. __ :• '"(� i----- ` \� / I� _. 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SHEET TITLE _ _ow Ev°pr�EKIC� DPAATSDETREc GrvBGFFT FIRST FLOOR paDVEA�osaDAREDFF� _ DEDw DETD GRDwrvMDLDrvGA�DPArGrva.Lwa.LG E GE L BAR RET. v DEMOLITION PLAN INTERIOR 1 FIRST FLOOR DEMOLITION PLAN - INTERIOR _ N N - APR 3 0 2927 1.1 SCALE: 1/4" = V -D" AlA .1 0 i I Town of Gulf Stream, FL I SHEET 6 OF 14 I L� IIIY�yyy' � '-11 - h' I STRUCTURAL ILAIT11 OREMary ... -� _ -'o, ._ a oD ENGINEERING: ' ToEEM.,rvAN. J fi -D"EXISTING LIVING ROOM FLOOR2 1 - _ STRUCTURES 0 N I INTERNATIONAL, INC. - r 1 -0" EXISTING UPPER POOL DECK i 7501 WILLS ROAD J CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 -D 'AREA xIsrnG voRc III M J 17 12" "-.rl LIVING ROOM TOBEREMOVED (106) " 7 ! D1AnoxEVLace ri.nry wFUD ws 1E DIT TSTESURROUNDSATcawMrvs Ls «ory + Ac rvG EF ATFREPLA cE LAVIGNE RESIDENCE _ LOGGIA ADDITION & INTERIOR 1 �adfr ---------- , - ' IMPROVEMENTS TO REMAIN ? '" ' _ - EXISTING ROOF _w .� 1555 N OCEAN BLVD GULF STREAM FL 33463 BAR r JN m L �� L �; ypp//�//�/T/T/�/l/T/lT 1915 JECT C 1/31/2020 DT. DT»EOPEnrvGS j//////// l�l DROWN BY: C S NLpB rvEE s N " -� } _ TOWN OF GULF STREAM TO BE pODE �. _ _. anDTuary ovER,00wrvER � P� � � LEVEL II SUBMITTAL J pL�DDOR rw Mpry uvea 5 _ S 4282.20 ' �REvw v caL LE66 Rw sE rvo,ED � ,•STEP 0'-0" EXISTING MAIN HOUSE FLOOR---------------' � O ' 11 �� 1 WNER CHANGE ' T DOWN .. __ :• '"(� i----- ` \� / I� _. L DECK .Sni"' ` F .4--• _ _- T r FAMILY ROOM OP03N AREA I r% — D - (102) 1-7 V2" ------------` L BI—E EAIETI,OR LG ` L f --1'-0' EXISTING FAMILYROOM FLOOR ,� AND TORrv—TOOwnER �'. 1 P(104B)Y m I C "'OIL �T11 EwwoR01B-ITOBEN-0110 EA.BT D r F-- GE-N.T-G,T,rvG . e LL - IOREMArvA=S PIASTEGGELrvG 1 PLASTERDDEGORaTbrvS L---- � ----- --- u ` m TO BE a1 • 21 10 • ! 1041 C T1IC -- ' �°n aT iory ITCHEN --� Jll^Rgj L - " i (104) —� OATv 0 — J - - - " - - CYNTHIA C SPRAY, AIA AN BL167 r) REtsOVE EXGTrvG CELNG GOFFIT. AL 1'R '♦ EN FL�RNGT. BEREMOVED PpTtn ArvO REPAIR CEL rvG TO MArcM. ?.ALL KTREry cABNETBTOeECAREFULLt REMovED AND 0.EDSED. - - D 3. EC N TGXEN AvvLwrvcES To eE caREvuuv REMwEo arvp REOSEO =_xcEP, - ._ - EDBOIRELSED. SHEET TITLE _ _ow Ev°pr�EKIC� DPAATSDETREc GrvBGFFT FIRST FLOOR paDVEA�osaDAREDFF� _ DEDw DETD GRDwrvMDLDrvGA�DPArGrva.Lwa.LG E GE L BAR RET. v DEMOLITION PLAN INTERIOR 1 FIRST FLOOR DEMOLITION PLAN - INTERIOR _ N N - APR 3 0 2927 1.1 SCALE: 1/4" = V -D" AlA .1 0 i I Town of Gulf Stream, FL I SHEET 6 OF 14 I rn N Z_ D H U W O a 0 N O N (n (n W Z_ rn m N 1 SECOND FLOOR DEMOLITION PLAN - INTERIOR A1.2 SCALE: 1/4" = V-0" SCS Architectural Enterprises, Inc. ARC HITEC'T: CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suite 221 Boca Ranm. PL 33432 '1 zl OfOce 561-479-9884 \V 11 w.ccsareh.conl E cspravca C- rel—ter.com Architecture Business AA26001852 Interior Design Business IB26001782 L NSULTAN_TS MEP ENGINEERING AMERICAN UNITED ENGINEERS 5130 N Federal Hwy # I. Fort Lauderdale, FL 33308 PHONE: (9541 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL, SPRINGS. FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: C C S TOWN OF GULF STREAM LEVEL II SUBMITTAL E OWNER CHANGESvsio.c _N� 1 4128/2( CYNTHIA C. SPRAY. AIA -1EET TITLE SECOND FLOOR DEMOLITION PLAN - INTERIOR A1.2 SHEET 7 OF 14 B.M. q C.B. C.B.S. C.! -F. C.O. CONC. C.LP. D E.S. ELEV. F.P.L C.V. LP. OF SOUT WEST LINE OF THE N.W. 1/4 O SECTION 10. TOWNSHIP 46 SC RANGE 43 EAST UNE OF tNMENT LOT BOUNDARY & MEAN HIGH WATER LINE SURVEY PINNELL SURVEY, INC. PROFESSIONAL SURVEYORS AND MAPPERS L1---- L -------------------------------------------------- LEGAL ___________________________ GENERAL NOTES: 1) TYPE OF SURVEY: BOUNDARY AND MEAN HIGH WATER LINE SURVEY 2) IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISON BOX SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL k VOID. 3) THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. UNLESS ELECTRONICALLY SIGNED AND SEALED. 4) THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS-OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY. INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPICTED OR THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY. FOR WHICH THE SUBJECT PROPERTY IS LOCATED W. 5) UNLESS OTHERWISE NOTED. FIELD MEASUREMENTS ME IN AGREEMENT WITH RECORD MEASUREMENTS. 6) ELEVATIONS SHOWN HEREON ME BASED ON THE NAND 'B8, UNLESS OTHERWISE NOTED. 7)UNDERGROUND IMPROVEMENTS AND UTIUMES ME NOT LOCATED. 8)FENCE AND WALL OWNERSHIP IS NOT DETERMINED. 9) THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL NOT BE USED OR REPRODUCED, WHOLE OR IN PMT WITHOUT WRITTEN PERMISSION k AUTHORIZATION FROM PINNELL SURVEY, INC 10) AU- AEASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE RECORD RAT (UNLESS OTHERWISE NOTED). 11) BEARINGS MOM HEREON ME BASED ON A BEARING OF SOUTH 0146'34' EAST ALONG THE WEST UNE OF THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MM SECTION 93060-2510. SHEET 9 OF 51. 12) THE COMONATES MOM AS THUS 1KFn.9 ME IN U.S. SURVEY FEET AND ME RELATIVE M TIE FLORIDA STATE PLANE COORDINATE SYSTEM BASED ON THE TRANSVERSE MERCATOR PROJECTION. EAST ZONE, NORTH AMERICAN DATUM OF 1983/1990 (NM 83/90). 13) GPS OBSERVATION UTILIZING LECA 1200 GPS UNIT REFERENCED M HORIZONTAL STATIN 'BOCA' WAS USED IN M USHING THE BEARINGS COORDINATES AND THE VERTICAL DATUM (NAVO '88) AS SHOWN HEREON. 14) BY GRAPHIC PLOTTING ONLY. THE PROPERTY MOM HEREON IS LOCATED W INN ROOD ZONE 'VE- WITH A BASE FLOOD ELEVATION OF 10 FEET AND FLOOD ZONE 'X' WITH NO BASE FLOODEL ATON DETERMINED, AS SHOWN ON F.I.R.M. MM 125109-0981-F. BEARING A MAP REVISION DATE OF 10/05/17. 15) THIS MEAN HIGH WATER SURVEY LME COMPLIES WITH CHAPTER 177. PART E. FLORIDA STATUTES' 16) DATE FIELDWOiRK PERFORMED: 10/29/19 (FIELD 8001( 804, PAGE 40) 17) DRAWN BY: J.H.P. h O.D.I. CHECKED BY: J.H.P. CERTIFICATION: THIS IS TO CERTIFY THATI HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAYS SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SND ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.I FURTHER CERTIFY TIRAT TIRES SURVEY MEETS TILE STANDARDS OF PRACTICE UNDER RULE 5J-17, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STALE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. JASON H. PINNELL PROFESSIONAL SURVEYOR LICENSE NO. 5734 - STATE OF A'ORI REVISIONS: LEGAL DESCRIPTION: REVISION DATE I CHECKED BY THE NORTH 100 FEET OF THE SOUTH 200 FEET OF THE NORTH 600 FEET OF THAT PORTION Of THE SOUTH 668 _ D: FEET OF GOVERNMENT LOT 1. SECTION 10, TOWNSHIP K SOUTH, RANGE 43 EAST. LYING EAST OF OCEAN BOULEVARD (S.R. A -I -A), PADA BEACH COUNTY, FLORIDA BENCHMARK M.H. - MANHOLE CALCULATED MEASUREMENT NAVD -NORTH AMERICAN VERTICAL DAVM CEN70UNE y_GVO - NATIONAL GEODETIC VERTICAL DATUM - CHORD BEARING O.R.B. - OFFICIAL RECORDS BOOK LNCRoacl-rMFNr NorFs - CONCRETE BLOCK STRUCTURE P - PLAT MEASUREMENT (wl —111,,Y h L . 1Lf,M CR ," -S ?VEE TE NO. TRIPLY F EQT( L•.E _ 7 4.JJ': S CRC,CZS -'FF t.E SM—ERI '"-ERT. .,\:. - CHAIN LINK FENCE P.B. - PLAT BOOK �. - CLEOUT P.E. - POOL EQUIPMENT - CONCRETE P.B.CR. -POLY BEACH COUNTY RECORDS O - CONCRETE UGHT POLE TIP. - TYPICAL - EEGMEASUREMENT W.N. -WATER PETER CTRIC SERVICE - AMON P.P. A/C - POWEA POLE - AIR CONDITIONING UNIT RECEIVED �e 1 r ® R 4a 1 oA GRAPHIC SCALE ORIDA POWER h LIGHT o/a - OFFSET - GATE VALVE 'RR - FIRE HYDRANT - LICIT POLE � -UTILITY POLE �_ ���� ( INpEB'E' ) j-SPOT ElEVATOH 'H!"V`+j 1 iuch - 20 It COwn Of Gulf Stream, FL GENERAL NOTES: 1) TYPE OF SURVEY: BOUNDARY AND MEAN HIGH WATER LINE SURVEY 2) IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISON BOX SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL k VOID. 3) THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. UNLESS ELECTRONICALLY SIGNED AND SEALED. 4) THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS-OF-WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY. INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPICTED OR THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY. FOR WHICH THE SUBJECT PROPERTY IS LOCATED W. 5) UNLESS OTHERWISE NOTED. FIELD MEASUREMENTS ME IN AGREEMENT WITH RECORD MEASUREMENTS. 6) ELEVATIONS SHOWN HEREON ME BASED ON THE NAND 'B8, UNLESS OTHERWISE NOTED. 7)UNDERGROUND IMPROVEMENTS AND UTIUMES ME NOT LOCATED. 8)FENCE AND WALL OWNERSHIP IS NOT DETERMINED. 9) THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL NOT BE USED OR REPRODUCED, WHOLE OR IN PMT WITHOUT WRITTEN PERMISSION k AUTHORIZATION FROM PINNELL SURVEY, INC 10) AU- AEASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE RECORD RAT (UNLESS OTHERWISE NOTED). 11) BEARINGS MOM HEREON ME BASED ON A BEARING OF SOUTH 0146'34' EAST ALONG THE WEST UNE OF THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MM SECTION 93060-2510. SHEET 9 OF 51. 12) THE COMONATES MOM AS THUS 1KFn.9 ME IN U.S. SURVEY FEET AND ME RELATIVE M TIE FLORIDA STATE PLANE COORDINATE SYSTEM BASED ON THE TRANSVERSE MERCATOR PROJECTION. EAST ZONE, NORTH AMERICAN DATUM OF 1983/1990 (NM 83/90). 13) GPS OBSERVATION UTILIZING LECA 1200 GPS UNIT REFERENCED M HORIZONTAL STATIN 'BOCA' WAS USED IN M USHING THE BEARINGS COORDINATES AND THE VERTICAL DATUM (NAVO '88) AS SHOWN HEREON. 14) BY GRAPHIC PLOTTING ONLY. THE PROPERTY MOM HEREON IS LOCATED W INN ROOD ZONE 'VE- WITH A BASE FLOOD ELEVATION OF 10 FEET AND FLOOD ZONE 'X' WITH NO BASE FLOODEL ATON DETERMINED, AS SHOWN ON F.I.R.M. MM 125109-0981-F. BEARING A MAP REVISION DATE OF 10/05/17. 15) THIS MEAN HIGH WATER SURVEY LME COMPLIES WITH CHAPTER 177. PART E. FLORIDA STATUTES' 16) DATE FIELDWOiRK PERFORMED: 10/29/19 (FIELD 8001( 804, PAGE 40) 17) DRAWN BY: J.H.P. h O.D.I. CHECKED BY: J.H.P. CERTIFICATION: THIS IS TO CERTIFY THATI HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAYS SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SND ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.I FURTHER CERTIFY TIRAT TIRES SURVEY MEETS TILE STANDARDS OF PRACTICE UNDER RULE 5J-17, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STALE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. JASON H. PINNELL PROFESSIONAL SURVEYOR LICENSE NO. 5734 - STATE OF A'ORI REVISIONS: REVISION DATE I CHECKED BY PROJECT NAME: LAVIGNE JOB NO.: 19-2207 1 46 Aft • . �.� •. .� a .9 —`tea � I e P� !L� sa • . �.� •. .� a .9 —`tea � I e P� !L� ��U H i t s _ - . . ��7 t 7 r , �� t i A loaf AII 'P I I Ii -- i � RA I 716' 40 T9 I A, log P-4 I Op. A, If 11'�Y cl�_imui��f � �" I I0 111 M. M V ........... If 1jr - vl� ILII _ lift �.��;�I�� II I'I J� 3 � Y TC , 'hP"l 111111 ■■ lolls lolls lot At AN NA 4jS *4. kp - tA �� �I�«i { # �,. �nW� '1111�IIIYI ���1I1 illy l X11 � �'""-l� I � I I'`�I 11� I II III-r,`.-�=---, t� �i - � , k � r9i �.• � ,' "±.r+,� y•� 'r Aw AL - ��i,�'i. �•I ill ,I ���� y,,. '� ► �� j � r � �� �' •' +r. ��',j�.. � 1. �� � ' ; �' R , � ►� � �,�ir' . �.... } Y 44 a 1-31-202 a KV- OF THE NIS 1/A a SECTION 10. TDWSNP 46 s0 RAH(£ 43 EAST UNE a WMENT LOT ( =—'_v----------------------------- BOUNDARY & MEAN HIGH WATER LINE SURVEY PINNELL SURVEY, INC. PROFESSIONAL SURVEYORS AND MAPPERS B.Y BENCHYMN C CNCULATD - YEPSNREM[NT E CENTERLINE C. - CHORD BEAM C.B.S. - CONCNEI[ BLOC( 5nTUCTURE C.LF. MANN lNN 1ENC[ CP. LMER wO - CONLAE IE ""T PCE MEASUNE — ES CTNC STRMQ FHEY. EVAN F.P.L. - LaDA PoMER A LIGNi C.Y. - CAR YALYE LP. - UwT ma YH. - MAN—E XA. - XORM AMCNGAN YENOCAL DATUM i(GYD - XATIMAL CEODETC MERIT- CANM 0,11) - OFTICAL RECORDS B00N P - PLAT YEAwIFMENl PH.C.N. -PALM BEACX COUNTY PECORO:i TYPICAL NM - MATEN METER A/C - NR CMCTONNC UNO oh - OFTSET - nu HYDRANT •9s - UNUTY PaC -SPOT ELEVATION LEGAL DESCRIPTION: ME NWM 100 FEET a ME SOUM ZDO FEET a ME N -M 600 FEET a THAT PORTM a ME SWM Bee FEET 6 fAYII1NYENT LOT 1, gC11011 1a TOWSW R6 SDUM. RANEE N! EAST. LYNG EAST a OCEAH BwIEVAID PAW BEACH COUNT. RONIOA. ENCROACHMENT NOTES: 1) T 1001 CO. S. -LACY WAIL AHU —.- .-- MT NORTHLRYY PROPERTY TNI 21 > FOOT CICS PRIVACY WALL CROSSES OY01 THE SOUMCe.Y FPOPFATY LME F a 2 GRAPHIC SCALE (M EEC ) 1 incA - 20 K GENERAL NOTES: 1) TYPE OF 5.1—Y, BOUNOMN AND MEM HCI WATER I -E SURVEY 2) IE THIS SURVEY HAS BEEN REWSED AS .0—TED IN ME BENSON BO[ SHOMH 1f REM, MEN ANY AND Mt 'N"m YEASOf THIS SUNVEY PHEPMEC BY PMNELL SJR Y. INC ME NCL 6 VOD. !) THIS WM£Y IS NOT VALLA MWOUT THE a9GWAL SIGMAMI E AND RAISED SEN. OF A 1lCNIDA MCENSED SUM£VCR MO M.—. WLESs EIECMQIDAUY SIGHED MD S:ALED. 61 THE PM]PERIT SHOM, —WAS NOT MSMACRO Foq OWfRSMP. RIGOUTS -O[ -WAY, GSCIENIS ON „MER MATTERS a WCOND BY PMNELL SIRVEY, INC TXERE MAY BE ADd11ENHL RESM-ONS THAT ARE NOT OEPiCTED M MIS 511MEY MAI YAY K FOUND IN THE PUBLIC RECORDS a ME COUNTY, FCR WICH ME SU 1T MWERTY IS LOCATED W. S) IIHMSS ON I MEE NOTED, MLO NFASWpLRiis ME IN AONEENDT MnH RfCCMO —EKNTS e)E ATICIS SHOW IBAE.ON ME BASED M MVA ASEE NA '% UNLESS OTNERMSE NOTED. T) WDNIAOUXD IYPNO644FNR AND UnUTICS ARE NOT tAOATED. e) MIX AND WALL OMNENSNP 15 NOT CERIINNm. 9) NIS DRAMNG IS THE PROPERTY OF RNYELL SMKY. MC. AND SHALL NOT BE USED ON IEPROOU(Fp. MNO.E OR IX PMT MTNOUI mTRN —I -ON & .W MmzAAW iAOM PI.N '3`Y. WC. IO) ALL EAS[MENTS SHOMV M ME ATTAC ED DRAMNC ME PFA ME KCO D PLAT (UNLESS 011(ERMSE NOTED). 11) BEMINGS SNOW HEREM M E BASED ON A BEARING a m1TM M'A9'St' EAST —CME PEST LNf a TXE NLRMKST 1/4 a SECTION 10. TONNSHF N6 SOUTH. ROUGE Q EAST PEN FLORDA DFPMNEM a VANE ITAiIgH NIGNT-a-MAY MM SECT. 93060.2610. SHEET 9 a 51. 12) THE wADWARS SHOW AS MUS 81E1S9tMq ME IN U.5. SWVEY [EET MO ME RELATE TO THE RDNOA STATE PLANE COONDINATE SYSTEM BASED �Mn THE MANSYERSE MERCATOR PROECTW. EAST ZONE.HMM "'CAN D.— a 1085h.Q (NAD e.T/.D)_ I]) l>'S CBSENYATON uTILIZINC MCA 1200 CPS WIT NETEHEHRD TO H=ZMTAL WATCH'BOCe 1MS USED W THE SEMINCS �I)KkTES AND THE lAj BY CRAPWt PLOTTING COLT', THE PROPERTY SHOYAN HERE. ISCAL DLMATEAIN (DA MINK TLDOO ZME W AS SHONIN MM A BASE ROOD ELEVATION a t0 FEET AND ROW Z ')r MTI NO BASE ROC) Ca"YION Of1ElIMI" AS SHOW M FA.RM. YAP 125109-0961 i, BEMWC A MAP A M ON OAR C 10/05/17. le) OAR FlFIDMORK PERFORNFDtO/29/19 (M'LD BDCN 6M. PAI-cT7. AD) MT n. vl➢RW STANTFS ITj CLAW BY. J.N.P, i D.w. —1— BY: INP. CERTIFICATION: THIS Is r0 aRTKY MAT I NAYS KmNltl w,H,EYEO TE .HE OESCNIBED IN THE [CRECO. n11E CMTIMAND HAYS SET ON FOUND MONUMENTS AS WCCAIED ON MIS SNETCH AND THAT SAID ABOVE CH— SMMMAND SKETCH ME ACCMATE AND COIWCT M THE BEST OF MY NHOMFOCF AND BELIEF. I FUNi IFRTEV THAT THIS SURVEY' MEETS TIE STADAPOS a PRACTa UWM RUE EU -12. ROBIDA AOMINSMAI t w0E ADOPTED BY THE FLONDA STAR BONG a PROFESSN)NAL SWYEYaS AND MAPPERS. to/!1/1B�^-, 41 PRSOFESSa SURVEroR �T`q�Pp�'pANM� — MCENSE N0. 57M - STAR C"FL08E�I PROJECT NAME. LAVIGNE JOB NO.: 19-2207