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HomeMy Public PortalAbout01 25 2024 Agenda with back-up January 18, 2024 CHAIRMAN: Malcolm Murphy VICE CHAIRMAN: Robert Dockerty BOARD MEMBERS: Paul Lyons Curtiss Roach Thomas Smith ALTERNATE MEMBERS: Brian Coulter Amanda Jones Teri Power REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, JANUARY 25, 2024, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. AGENDA I. Call to Order II. Roll Call III. Minutes A. Regular Meeting of December 28, 2023 IV. Additions, withdrawals, deferrals, arrangement of agenda items V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. February 22, 2024, at 8:30 A.M. b. March 28, 2024, at 8:30 A.M. c. April 25, 2024, at 8:30 A.M. d. May 23, 2024, at 8:30 A.M. e. June 27, 2024, at 8:30 A.M. VI. Public Hearing A. Declaration of Ex-Parte Communication B. Administer Oaths C. Application for Development Approval 1. An application submitted by Adriana Finnvold, Finnvold Architecture, Inc., as agent for Chester Snavely, owner of the property located at 965 Orchid Lane, Gulf Stream, Florida, legally described as LOT 85, OF PLACE AU SOLEIL, AS RECORDED IN PLAT BOOK 27 PAGE 69 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY FL. a. Level II Architectural/Site Plan Review to permit the construction of a 920 sq. ft. one-story addition of a detached three-car garage structure with storage to match the existing house. 2. An application submitted by Gary Eliopoulos, GE Architecture, Inc., as agent for Jean Aucoin, owner of the property located at 1465. N. Ocean Blvd., Gulf Stream, Florida, legally described as PALM BEACH SHORE ACRES REV PL BLKS D & E S 32.2 FT OF LOT 1 & N 35.8 FT OF LOT 2 (LESS S 12.49 FT OF ELY 238.28 FT) BLK D. a. Special Exception per Section 70-75(c)(1) to permit construction of an elevator within a side setback of a non-conforming single-family residence. b. Demolition Permit to do a partial demolition of the existing bathroom at guest house. c. Level III Architectural/Site Plan Review to permit the partial demolition of existing bathroom at guest AGENDA CONTINUED house, convert the gym into a garage, and add an elevator to the existing three-story main residence. 3. An application submitted by Gary Eliopoulos, GE Architecture, Inc., as agent for Brian and Jennifer Coulter, owners of the property located at 3400 Polo Drive, Gulf Stream, Florida, legally described as PLAT OF POLO COVE LT 10 & N 50 FT OF LT 11. a. Level III Architectural/Site Plan Review to permit the construction of a new 7,467 sq. ft. Bermuda-style two-story, single-family dwelling with two-car garage, and pool. VII. Items by Staff VIII. Items by Board Members IX. Communication from Public (3 minute maximum) X. Adjournment SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, DECEMBER 28, 2023, 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 Murphy called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Participating: Also Present & Participating: Absent w/Notice: III. Minutes Malcolm Murphy Chairman Robert Dockerty Vice Chairman Amanda Jones Alternate Board Member Teri Power Alternate Board Member Thomas Smith Board Member Gregory Dunham Edward Nazzaro Renee Basel Michael Greene Curtiss Roach Town Manager Town Attorney Town Clerk Board Member Board Member A. Regular Meeting of November 16, 2023 Vice Chairman Dockerty made a motion to accept the minutes of the November 16, 2023, regular meeting. Alternate Board Member Power seconded the motion with four voting AYE at roll call and Alternate Board Member declining to vote as she had not read the minutes prior to the meeting. IV. Additions, withdrawals, deferrals, arrangement of agenda items There were none. V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. January 25, 2024, at 8:30 A.M. b. February 22, 2024, at 8:30 A.M. c. March 28, 2024, at 8:30 A.M. d. April 25, 2024, at 8:30 A.M. e. May 23, 2024, at 8:30 A.M. Chairman Murphy called attention meeting dates. VI. Public Hearing A. Declaration of Ex-Parte Communication There was none. B. Administer Oaths to the upcoming Minutes of ARPB Regular Meeting & Public Hearing Held 12-28-2023 @ 8:30 A.M. Town Clerk Basel swore in Mark Marsh, Dustin Mizell, Luis Rivera C. Application for Development Approval 1. An application submitted by Mark Marsh, Bridges, Marsh & Associates as agent for Bill and Pam Holding, owners of the property located at 3032 Gulfstream Road, Gulf Stream, Florida, legally described as PL OF GULF STREAM PROPERTIES LT 18. a. Level II Architectural/Site Plan Review to permit the addition of a single -car garage and driveway to an existing residence, along with minor addition foyer over front door and replacement of roof with slate tile and removal of existing asphalt shingles. Mark Marsh stated this was an application that had been unanimously approved a year ago and had expired, so he brought everyone up to speed with his presentation. Alternate Board Member Power made a motion to approve a Level II Architectural/Site Plan to permit the addition of a new single car garage and driveway to an existing residence, a 15 sq. ft. foyer of the front door and the replacement of the asphalt shingle roof with a slate tile roof. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. 2. An application submitted by Mark Marsh, Bridges, Marsh & Associates as agent for Bill and Pam Holding, owners of the property located at 3032 Gulfstream Road, Gulf Stream, Florida, legally described as PL OF GULF STREAM PROPERTIES LT 18. a. Level II Architectural/Site Plan Review to permit new pool, hardscape, and associated landscape improvements. Dustin Mizelle, Landscape Architect, went over the landscaping details and referred to the hard copies as there was no PowerPoint presentation sent prior to the meeting, which he apologized for. Alternate Board Member Power made a motion to approve a Demolition Permit to remove certain existing structures including existing pergola, pool, and deck. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. Alternate Board Member Power made a motion to approve a Land Clearing Permit to clear existing vegetation to allow for a new pool, deck, and pergola with outdoor kitchen. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. Alternate Board Member Power made a motion to approve a Level II Architectural/Site Plan to permit a new pool, new pergola, new hardscape, and associated landscape improvements. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. 3. An application submitted by Paul Courchene, Courchene Development Corporation, owner of the property located at 2 Minutes of ARPB Regular Meeting & Public Hearing Held 12-28-2023 @ 8:30 A.M. 2915 Bluewater Cove (Lot 3), Gulf Stream, Florida, legally described as PLACE AU SOLEIL ADDITION NO 2 LT 12. a. Level III Architectural/Site Plan Review to permit construction of a new one-story 5,435 sq. ft. Georgian style single family home, including new landscape and hardscape, a two -car garage and swimming pool. Mr. Luis Rivera, Architect, gave a detailed PowerPoint presentation pointing out the differences made to show dissimilarities from the other houses. Alternate Board Member Power made a motion to recommend approval of a Levell III Architectural/Site Plan Review to permit construction of a new one-story 5,435 sq. ft. Georgian style single family home, including new landscape and hardscape, a two -car garage and swimming pool meets the minimum intent of the Design Manual and applicable review standards with the following condition: 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. 4. An application submitted by Dustin Mizell, Environment Design Group, as agent for Charles and Laura Compton, owners of the property located at 4120 N. County Road, legally described as GULFSTREAM CO PL SHOWING PROPERTY OF N 100 FT OF S 1005.43 FT E 140 FT OF PT OF PL IN 34-45- 43. a. Special Exception to add a water fountain feature to be within five feet of the side yard setback. b. Special Exception to add a pergola within the 15' rear yard setback. C. Level III Architectural/Site Plan Review to permit improvements to pool garden area. Mr. Dustin Mizell, agent for Charles and Laura Compton, explained that per the ARPB at a prior meeting it was explained to him that he could come back before the Board with Special Exceptions, thus the reason they were back before the Board. He stated that the placement of the pergola was facing The Little Club and would not impact any adjacent neighbors. He added that with the water fountain feature, it would be behind a site wall with landscaping and would not be seen by the neighbors and stated the sound of the noise would be pleasant for everyone. Board Member Smith asked if there had been any comment from the neighbors to which Town Clerk Basel answered in the negative. Vice Chairman wanted to know how the time constraint was going to be enforced to which Assistant Town Attorney Nazzaro stated it was noted in the motion to be enforced. Mr. Mizell added they would also set the timer on the fountain to follow the time set in the motion. 3 Minutes of ARPB Regular Meeting & Public Hearing Held 12-28-2023 @ 8:30 A.M. Alternate Board Member Power made a motion to recommend approval of a special exception to reduce the fountain side setback from 12' to 5' pursuant to Section 70-75(b) with the condition that the fountain not operate between the hours of 11:00 p.m. and 7:00 a.m. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. Alternate Board Member Power made a motion to recommend approval of a special exception to reduce the minor accessory rear setback from 15' to 13' for a pergola pursuant to Section 70-75, Special exception setbacks. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. Alternate Board Member Power made a motion to recommend approval of a Level III Architectural/Site Plan based on a finding that minor improvements to the pool garden area with a pergola and water fountain feature meet the minimum intent of the Design Manual and applicable review standards. Vice Chairman Dockerty seconded the motion with all voting AYE at roll call. VII. Items by Staff There were none. VIII. Items by Board Members There were none. IX. Communication from Public (3 minute maximum) There was none. X. Adjournment Chairman Murphy adjourned the meeting at 9:00 A.M. Renee Basel, MMC Town Clerk W. W w a w O O 04 C) cz a no 2i cz 75 u O v cz O '.O m � v o o cz o cm V i o ;z 4� �. cz a~ u 00 � cu -1 � u N U V +-, M a.+ O cc 3 o o 4-1 , m � �, CS" bA ct O m H o w 75 w oc v o v aj ft C �+ GJ "'" GJ +m+ "-4 di Cn ~ cn 4-1 cam- Lt O O 0 o v c v o 0 a a N uu 1-4 C7 cn cn cn A V o o � O ° '� 4.1 � O 7� +� 4-1 bz �,a a cz 4- Lo by vow o m o�-Q bp ° +� V .> O 75 o (>��� ��� �Q� 4 m bbt 75 4-1 75 � � � � C)4 o � ° X w M o . u r� Lr) o ° ° � bD w p 4-1 o +, a, 34-1 bz 4-1 b�D 4-1 bt cu N m O cz V m� 4 bo V O N cn o 8b a' 4 bIJ ° .,� m< o v 3 .+� 44 u, 1:1, O � m +' O� U O c� u o o � U 7 o � O w � v a v � v N 0 � N N V N�l + v ra, PLO w O O � � o A o +, a� c G 75 ; v Town of Gulf Stream RECEIVED TOWN OF GULF STREAM, FLORIDA JAIL 10 2024 Town of Gulf Stream, FL APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. PART 11. GENERAL INFORMATION To be completed by all applicants. A. Project Information ARPB File # Z I.A.1. Project/Owner Name: CHESTER SNAVELY I.A.2. Project Address: 965 ORCHID LANE, GULF STREAM FL 33483 I.A.3. Project Property Legal Description: LOT 85, OF PLACE AU SOLEIL, AS RECORDED IN PLAT BOOK 27 PAGE 69 OF THE PUBLIC RECORDS OF PALM BCH COUNTY,FL I.A.4. Project Description (describe in detail, including # of stories, etc.) ONE STORY ADDITION, DETACHED 3 CAR GARAGE STRUCTURE WITH STORAGE TO MATCH THE EXISTING HOUSE I.A.5, Square Footage of New Structure or Addition: 940 sf Architectural style: BERMUDA TO MATCH THE EXISTING HOUSE I.A.6. Check all that apply: X Architectural/Site Plan Review North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures (complete section C) - Land Clearing (complete section D) Special Exception (complete section E) L Variance (complete section G) '- Non-residential uses (complete Section F) 35' NAVD I.A.7. Proposed F.F.E: 6.Type of Foundation: PILES B. Owner Information 1.13.1. Owner Address: 965 ORCHID LANE, GULF STREAM FL 33483 I.B.2. Owner Phone Number: 717.580.1000 Fax: I.B.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Fir Name: FINNVOLD ARCHITECTURE INC I.C.2. Agent Address: 1A4TH AVENUE BOCA RATON FL 33432 1 \, 561.306.4286 SAME I.C.3. Agent Phone Numb riO),I A Cell Fax I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 PART ill. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? RS-P SINGLE FAMPLACE AU SOLEIL III.A.2. Is the project compatible with the intent of the zoning district ? X Yes No Explain: III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? g Yes ❑ No Explain: III.A.4. How are ingress and egress to the property to be provided? III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage N/A b. Sanitary Sewer N/A c. Potable water NIA d. Irrigation Water e. Electricity FRO f. Telephone N/A g. Gas N/A h. Cable Television niiA IV.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) ADDITION IS CONSISTENT WITH THE CHARACTER AND STYLE OF THE RENOVATED HOUSE. MATCHING WINDOWS TO THE HOUSE WILL FACE THE FRONT AND REAR, GARAGE DOORS FACE NORTH AND WILL NOT BE SEEN FROM THE STREET OR THE WATER PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? OYes EE No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? []Yes IENo (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? []Yes IE No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? []Yes 1XWo (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? ❑Yes EE, No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 A c� N 0 Fl z O F— n n Q LU U z W ,C) v ! W LU Q z V) N O N W H U a 3 Z a J CL NC/4 a 7 0E 1 W 10 Lq Q N E M O � U M M U- O O 4= O O U 0-0 m� E Q r W Z N z O 0 0 Q LU U z w Q w LLJ Q 'z v J PIA t/1 X W W Z W N W w Ilum 10 Q N (n O Ni" U i �JL � C � C O O m O C E N Nl Q Nt W z O N z O F- C 0 Q w U z LLJ ) V I) W ry W z V) W a E N CL Q iJ CO 1 0 l Cy) O C,.) U M (j i U o V V O 7C) m O E Qi Q)I Q w Z 0 N z O F- n n W U z w fQ W ry J LLJ z V) U w U Q U W 0 W M w Z 0 N z O F- Q n LU U z w 0 V) w ry W Q 'z v / ua W LIM 10 Q N E O � U cn U L U C n O a m Q) Q)I Q r �r w Z Co N LEGEND P = PLAT P.B.C. = PALM BEACH COUNTY A/C AIR CONDITIONER P.B. - PUT BOOK C.B.S. = CONCRETE BLOCK STRUCTURE P.C. - POINT OF CURVATURE C = CALCULATED P.K. = PARKER KALON COMPANY CH = CHORD D= DEED CENTERUNE 0.00'x= SPOT ELEVATION CIS - CONCRETE SLAB P.R.C. = POINT OF REVERSE CURVATURE CONC. - CONCRETE PG. = PAGE D.E. = DRAINAGE EASEMENT R = RADIUS A = DELTA (CENTRAL ANCLE) R/W = RIGHT OF WAY ELEV. = ELEVATION U.E. = UTILITY EASEMENT F.F. = FINISHED FLOOR C.LF.= CHAINUNK FENCE F.I.P. = FOUND IRON PIPE SYMBOL F.I.R. = FOUND IRON ROD CATCH BASIN F.I.R.C. = FOUND IRON ROD AND CAP Fg L = ARC LENGTH ® WATER METER L.B. = LICENSED SURVEY BUSINESS `� UTILITY POLE LS = LICENSED SURVEYOR LIGHT POLE M = MEASURE — OHW— OVERHEAD WIRE LINE (OHW) NO I.D. = NO IDENTIFICATION N/A NOT APPLICABLE FIRE HYDRANT _,_,_ CHAIN LINK FENCE C.LF ( ) = P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER ❑N CABLE BOX —„— WOOD FENCE (W.F) NAVD'88 = NORTH AMERICAN VERTICAL DATUM OF 1988 ® ELECTRIC BOX b o METAL FENCE (M.F) NGVD'29 = NATIONAL GEODETIC VERTICAL DATUM OF 1929 0 TELEPHONE BOX PLASTIC FENCE (P.F) ISAOA = ITS SUCCESSORS AND/OR ASSIGNS ATIMA = AS THEIR INTEREST MAY APPEAR DC1 WATER VALVE WIRE FENCE (IF) MrAP �F�OJ��AR1Y SjR�VEJIY 1/2' F.I.R. NO I.D. ---------- O -- +v 1V89 22 08'E 49 s0, m - - - - - - - - - - - - f --+ --- 4' CLF FOUND NAIL AND DISC NO I.D. 195 00' �• , . (5.3'W, OSN) -- 12'U. E./ \N --- ---------------------------- 3.00' V CONC, lL SEAWALL �l ?0' � 11 Y \ v 4 )Y LOT 86 I inch 20 ft. 1/2' F.I.R. 1 /2' FIR. NO I.D. --- NO I.D. , rr R=50.00" L=44.92' al d=5128"14 " h; r 50.00' (CENTER OF CUL-DE-SAC) SURVEY NOTES: LOCATIONS ARE UMITED TO VISIBLE IMPROVEMENTS ONLY AS SHOWN HEREON. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR EASEMENTS, RIGHT—OF—WAYS OF RECORD, OTHER RESTRICTIONS OR RESERVATIONS. DESCRIPTIONS PROVIDED BY CLIENT, OR THEIR REPRESENTATIVE. ALL DOCUMENTS ARE RECORDED IN SAME COUNTY AS PROPERTY LOCATION UNLESS OTHERWISE NOTED. ROOF OVERHANGS NOT LOCATED. SURVEY MEETS ACCURACY STANDARD FOR SUBURBAN SURVEYS (1 FOOT IN 7500 FEET). ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88, UNLESS OTHERWISE NOTED. 10, . 1 /2' I.D. F.I.R.C. 1/2" LB 6504 4.40'X 565 21 16 � LOT 84 LEGAL DESCRIPTION: LOT 85, OF PLACEAU SOLE/L, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27 PAGE 69 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BENCHMARK OF ORIGIN: BOCA RA TON BENCHMARK NUMBER 237 ELEVA TION.• 18.622 (NA VD "88) SHEET 1 OF I E ■ architect FINNVOLD ARCHITECTURE, INC. P 561.306.4286 F 561.953.5210 adriana@finnarc.com structural WARREN J VON WERNE, PE, INC 11388 OKEECHOBEE BLVD STE B-101 ROYAL PALM BEACH FL 33411 P. 561.537.9211 warren@vonwernepe.com LOCATION MAP schedule of drawinas SURVEY ARCHITECTURAL AIAO TITLE, SITE PLAN A2.SO PROPOSED FLOOR PLAN A&W PROPOSED EXTERIOR ELEVATIONS BUILDING DESIGN DATA THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2023 FLORIDA BUILDING CODE. 8TH ED, BUILDING, PLUMBING, MECHANICAL, FUEL GAS AND OR EXISTING BUILDING 2020 FLORIDA FIRE PREVENTION CODE WHEN APPLICABLE 2020 NATIONAL ELECTRICAL CODE THE TOWN OF GULFSTREAM CODE OF ORDINANCES FLORIDA DEPARTMENT OF STATE ADMINISTRATIVE CODE 2023 FLORIDA STATUTES ASCE 7-22 17OMPH AREA CALCULATIONS NEW DETACHED GARAGE/STORAGE 920 SF EXISTING BUILDING FOOTPRINT 4,986 SF 28.253.0 S.F. LOT SIZE: (0.6486 ACRES) FRONT: 18'-1' FEET REAR: 20' FEET SETBACKS: LEFT SIDE I8'-3"FEET RIGHT SIDE: 16-8" FEET BUILDING INFORMATION FLOOD ZONE AE EXISTING FINISH FLOOR ELEVATION 6.35 (NAVD'88) TYPE VB UNPROTECTED CONSTRUCTION ZONING RS-P SINGLE FAMILY SCOPE OF WORK: ADDITION OF NEW DETACHED CAR GARAGE WITH STORAGE AREA A NEW DRIVEWAY TO BE CONNECTED WITH EXISTING DRIVEWAY (IN SEPARATE PERMIT) LEGAL DESCRIPTION LOT 85, OF PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27 PAGE 69 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY. FLORIDA. GENERAL SITE KEY NOTES I. PROTECT FL NATIVE TREES LARGER THAN 6" DIA. IN SLOPE OF PAD OUTSIDE OF THE NEW CUT BACK TREE LINE. 2. CONTRACTOR TO FIELD VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. S. MIS PROJECT HAS BEEN DESIGNED FOR THE FLORIDA HVHZ HURRICANE ZONE. d. ALL ROOF GUTTERNDOWNSPOUTS TO HAVE SPLASH GUARD TO PREVENT EROSIO. NDSCA / BUFFER SITE PLAN KEY NOTES 101 EXISTINGDRNEWAY TO REMAIN 102 EXISTING PAVED AREA FOR REMAIN 103 DENOTES EXISTING POOL EQUIPMENT. 104 EXISTING WATER CONNECTION 105 EXETNG ELECTRICAL METER. VERIFY IN FIELD COD DENOTES NEW DETACHED GARAGE ADDITION 107 EXISTING WALKWAY TO REMAIN 108 EXISTING CONDENSING UNIT ON EXIST. CONCRETE PAD 109 EXISTING PRIVACY WALL TO REMAIN 110 EXISTING POOL DECK TO REMAIN I1 I EXISTING POOL TO REMAIN 112 EXISTING FENCE TO REMAIN 1 j 3 EXISTING SEPTIC TANK j j 4 EXISTING UNDERGROUND GAS TANK 115 EXISTING COVERED PAID 116 EXISTING COVERED ENTRY 117 NEW DRNEWAY TO MATCH EXISTING FINISH AND TO BE CONNECTED WITH EXISTING TIN SEPARATE PERMIT) Ij8 NEWWAI-MAYTHATCONNECTSNEWADDITION TO EXISTING RESIDENCE / / / / / / NEW DRJV AY MOT COURT 117 Ilz i G� S/ % I Al / / / REFER TO LANDSCAPE / ARCHITECT DRAWINGS FOR GRADING AND / DETAILS / D ACHED A AGE/ O AGE $ TION . NAV 3 NAVDJ 70U"" \ \ TO AR HCTORAWING S FOR OR AND \ DETAIU / / i / / EXIST. DRIVEWAY COVERED PATIO 115 EXIST. ALKW Y Ta7 `ONNECTTOEXISTING 3j\\ ,a 101 DRNEWAY IPETtMITBYOTHERS) s��\ 9Q •\�� ` \\------------ \ l I FINNVOLD I I I I10 r I r � m CFO)1 1 POOL AND POOL 1 DECK TO REMAIN 1 1 > > I 1 EXIST. U dERGROUND ASTANK 1 COVERED •I ,IS PATIO 1 1 STEP7/5 Y////A I I �1` 2 1 r Z r 1 a: 1 a I o 113 1 EXIST. SEPTIC 1 TANK 1 1 1 1 1 I 1 1 I 1 1 1 r 1 r \ 1 I 1 1 I II 1 I\ 1 1 � 1 SITE PLAN 1 I 1 118 _ V-13 HITECTURE, INC. adriana�finnarc.com WWW.FINNARC.COM P. 561 306 4286 LICENSE # A A 26002586 SNAVELY RESIDENCE GARAGE ADDITION 965 ORCHID LANE GULFSTREAM, FL 33483 H— LLJ z LLJ 00 cc Q PHASE 1 1 DETACHED GARAGE 12.06.23 2117 REVISIONS ARPB SET CONSULTANTS SITE PLAN A10C Q N NEW FLAT CEMENT IILE ROOF DARK GRAY. COORDINATE - WIH OWNER 12 (VERIFY SLOPE' IN FIELD) -- ME A,L GN ONTCM�E TO VE 1.—RE TO TCHY SMOOTH SNCCO� EwtnNOHOUSE UYP.1 �SMOOM STUCCO EwsTWO QYR.) ro STUCCO FINISH (MATCH EXIST. M E,os,Rl`� OYPI \\ Ia TEXTURE SNCCo TEXTURE STUCCO NEW DOOR 'OLD ARCHITECTURE, INC. adriana4finnarc.com W W W.FINNARC.COM E P. 561 3064286 NEFS EU.)RAP LICENSE IF A A 26002586 WINDOW AND DOOR NOTE: - IT N THE RESPONSIBILITY OF THE WINDOW AND DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE CONTRACTOR PRIOR TO ANY WORK. THE WINDOW SUPPLIER IS RESPONSIBLE FOR CODE COMPLIANCE OF HIS PRODUCTS. "WINDOWS MUST COMPLY WITH N.F.P.A. 101 SECTION 21-2.2.3 AND SECTION U.S. CLEAR OPENING SHALL BE-V WIDE. 24"HIGH AND 5.7 SQ.FT. IN AREA. BOTTOM OF WINDOW OPENING SHALL NOT BE MORE THAN M" AFF, WIND PRESSURES AS PER ASCE-7-16 NOTES: I. WHEN THERE ARE ANY CONFLICTS IN DETAILS BETWEEN THESE ARCHITECTURAL PLANS AND THE STRUCTURAL DOCUMENTS, THE STRUCTURAL DETAILS SUPERSEDE/ PREVAIL IN ALL STRUCTURAL MATTERS. 2. PROVIDE STUCCO BPANSION JOINT AT ANY LOCATION WHERE WOOD JOINS WITH CONCRETE. SNAVELY RESIDENCE GARAGE ADDITION 965 ORCHID LANE GULFSTREAM, FL 33483 -E ION COLOR NCRETE ALES DARK GRAY (TM BY OWNER) tA5 151Ut tLtVA I TUN (HtAH) 1 /4" = 1 I-0" SOUTH SIDE ELEVATION (RIGHT) 1/4" = 1'-0" 12.06.23 2117 REVISIONS ARPB SET CONSULTANTS EXTERIOR ELEVATIONS A3.00 ROOF TILE, MAIN COLOR-. ACCENTCOLOP* 4S91 DA P K G PAY BELAIP SW 7028 INCREDIBLE WHITE SW 7023 REQUISITE GREY Al EXTERIOP - Materials & Finishes CLIENT APPROVAL: At MM copyright band gdesign inc. these documents are the property of bandgdesign inc. and any reproduction without the written consent of band gdesign inc. is prohibited. M { +.a"T r n ��� +` � � ..r ''� -* �Yldl`�'•� r =s �r s:: �.:: - �'� y � e ! -. �`` � �_ . ...:<'�._. .".�.4s,� ....`r. _ y . � .,K - ;.i�s _ i ii• � o Y� »y.�J '^..,,,F j:ry �..: 41 '4 - '�'. r.. -.i t,. — — — — _ -_— r �`�"�: •r',le : S -. s-:� } :T ��'��-ter �" - _ - �4;'1't�.,�� ;/f�J .N; J ti N O O V N O N O, m W Uf Q J W Q Z N N 0 U / n w 2 U Q F- LU N LU V) Q 2 W O O J W Q Z N J Q H Z W cl N LL / H U w 0 w w / w U w 2 U Q J O Z Z W / X Q Q Q 2 0 / Q / h N LS u ■ STORAGE AREA +/-11'4 CLG. HT. ---------------------------------- i i I I I IACC�S i I I NEW t 1 3 CAR GARAGE ADDITION +/-11'-0"CLG. HT. I ---------------------------------- GAR GE OPENER SIDE MOUNTED RE LANDSCAPE /HAR SCE DEAwINGS FOR ELECTRICAL AND LIGHTING LIGHTING SYMBOL LEGEND ® FLUORESCENT MIXTURE O RECESSED 4 LED HI -HAT �EIS EYEBALL FIXTURE/ART LIGHT 0M MINI HI HAT W/LED LAMP OVP VAPOR PROOF HI HAT I¢ WALL MOUNTED FIXTURE BY OWNER G.0 TO COOM & INSTALL ��^^tt SURFACE MOUNTED FIXTURE )...fS. PENDANT. PROVIDED BY OWNER P G.0 TO COORD. & INSTALL CHANDELIER. PROVIDED BY OWNER. CH G.0 TO COLRD. & INSTALL J-80X FOR FAN/ Y PENDANT/CHANDELIER UNDER CABINET LIGHTING U/C COVE/ROPE LIGHTING EXHAUST FAN/ LIGHT COMBO FLOOD/SECURITY LIGHTS FAN ED BY OWNER G.0 TO COOCOORO. &INSTALL GARAGEDOOROPENER 11) EXISTING G.C.TO INSTALL S/C COMBINATION SMOKE DETECTOR CARBON MONOXIDE DETECTOR 3k ALL FIXTURES MUST BE ILL LISTED REFLECTED CEILING PLAN 1 1 /4" = 11_0R ELECTRICAL SYMBOL LEGEND pLLLLp 110VRECEPTACLE 0 EXHAUSTFAN RP 110V SWITCHED RECEPTACLE TELEPHONE BOARD 'L1� QUAD-PLEX RECEPTACLE ® THERMOSTAT YPWP WATER PROOF RECEPTACLE 4 i� THERMOSTAT W/REMOTE ALARM TEST STATION 8GFI GROUND FAULT CIRCUIT INTERRUPTER MIV RECEPTACLE s SWITCH t 9 }Wqy SWITCH FLOOR RECEPTACLE O JUNCTRJN BOX $4 1d 4-WAY SWITCH DIMMER SWITCH O COLLECTION BOX FOR CONREGS ABOVE GELLING - NO ACCESSIS AREQUIRED � TIME CLOCK k, TEEPHONE/DATA PORW* �,1 -R CABLECO"TVOUTLET A TELEPHONE JAC** U.C. UNDER COUNTER 0 DATA PORT * C.M. CEILING MOUNTED AF.F. ABOVE FINISHED FLOOR OOI FUSE DISCONNECT •POLES FRAMESUE NE.0 ENCLOSURE) 30 (VA TRANSFORMER FUS SI E ® CEILING MOUNTED ELECTRICAL CIRCUIT BREAKER R POLES - BREAKER SEE INEMA ENCI Q EECIRN:AI METER 0 ELECTRICAL PANE CAT 6 COMPUTER CABLE MAIN DISTRIBUTION PANEL G.C. COORD. WITH OWNER *NOTE ALL SYMBOLS MAY NOT BE USED FOR THIS PROJECT ** PROVIDE 31W'C WITH PULL WIRE. STUB ABOVE CEILING. NOTE: RECEPTACLE ARE TO BE MOUNTED AT 15" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. SWITCHES ARE TO BE MOUNTED AT a' ABOVE FINISHED FLOOR, UNLESS OTHERW LSE NOTED. NOTE: ALL HI -HATS LIGHTS PLACED MORE THAN 12'-0" ABOVE FIN. FLOOR SHALL HAVE LED TYPE LIGHTING. PROVIDE DIMMERS ON ALL LIGHTING. COORDINATE WITH OWNER. 1 EN Dc O rtH TES COI C P D RDII IATEFIN OW 41ER S W H TI >N OC TIL I LOI SE u IC. TAI l C E & ROOF PLAN 1/4" = v_- ROOF SCHEDULE PRODUCT APPROVAL MANUFACTURER DESCRIPTION COLOR NOA 224M2.12 EAGLE ROOFING LOW PROFILE CONCRETE TILES DARK GRAY PRODUCTS FLORIDA, LLC (TES BY OWNER) FICA 1&-050203 BORAL ROOFING VUESEAL PRODUCTS FLORIDA, LLC NOAV-02D2.1 ICP ADHESNES AND POLYSET RTA-1 SEALANTS, INC ROOF PLAN NOTES: I. DO NOT SCALE DRAWINGS. LAYOUT AND VERIFY DIMENSIONS. NOTIFY ARCHITECT OF ANY DBCREPAROO MR ALTER ATE LENGTH Z! REFER TO ttPN:AL WAIL SECTIONS. SEE ROOF PLAN FOR ALTERNATE LENGTH OVERHANGS. 3. TRUSSSIGN MAN LAYOW.R DESIGN PROVIDE SIGNED AND SEALED DRAWINGS FOR THEMIAS DESIGN AND LAYOUT. DESIGN iR1ASB i0 WITHSTAND IRD MPH. WINDIOAD, SUBMIT TO ARCHITECT FOR FINAL REVIEW. R. REFER TO PLANS. SECTIONS AND REFLECTED CEILING PLANS FOR LOCATIONS OF TRAYED. RAISED OR VAULTEDCEILINGS.ME 5. PROVIDESLOPED BRREAKKMETAL FLASHING OVER IX PZ BLOCKING WHERE ROOF MEETSWALLS. 6. UIIIBSMANUFACTURERSTOPROVIDE OF LAN SPACE INROOF 1N- MR A/C EQUIPMENT VERITYLOCATIONS PO ROOF PLAN AND MEP. DRAWINGS. R. GENERAL CONTRACTOR B RESPONSIBLE FOR VERIfYING MELD DIMf}ISK]NS FOR THE TR155 DESIGN IDE OIAA NONT ANCHOR STRAP ANY DISCREPANCIES. B.PROVIDE'STO$UST ANCHOR STRAPS.DLOAD. NS. PS SHOWN HERE OR ON TRUSS PLANS AS REQUIRED TO SUSTAIN I ER FLASHING H. NG T LOAD. P. PROVIDE METALS DNERZEW FLASHING TYPICAL BE OF LOCATIONS WHERE A SLOPED ROOF ENDS AGAINST AVERTICALWALL DINMER METAL DI ERSUFFlCILEY SUE TO PREVENT RUN-0ff FROM SHNS WHERE DOWN WALL. PROVIDEMEAL DNERIER VALLEY fLISHING AT ALL LOCATIONS W HERE ROOF VALLEYS TERMINATE 0. PROVIDE ALLOWANCE FOR CURER PACKAGE G.C. i0 VERIFY GUTTER MATERIAL WITH OWNER. I I. PULL ALL ROOF PENETRATIONS TO FLAT ROOF ZONES IF POSSIBLE I2.LOW SLOPEROOF AREAS ARE FEEL AND ROOROOFING OVE MEMBRANE THAT MEETS C D.X ICAHOO FOR SECONDARY WATER PROOMINC OVER TAPERED INSULATION OVER ' 13 TRUSS PLYWOODSHEATHING. V TRUSS MANUFACTURER i0 COORDINATE BOTTOM CHORDS OF ALL TRUSSES WITH INTERIOR VAULTED CEILINGS. 14, THE STRUCTURAL ENGINEER OF RECORD HAS CONSIDERED AND COORDINATED INTO THE PLANSLAYOUT PUNS.ANCHOR DETAILS. LOAMAND REACTION LOAM AB SHOWN ONON THE TRUSS SHOP DRAWINGS BY THE TRUSSS MAN NUFACTURER. NOTE: ALL ROOF VOLUMES TO BE CONTIGUOUSLY INSULATED WITH ICYNENE SPRAY ON CELLULAR INSULATION, IF CONTIOUOUS INSULATION CANNOT BE ACHIEVED. VENTING PER FLORIDA BU LADING CODE REQUIRED NNVOLD ARCHITECTURE, INC. adrlano@ti narc.com W W W.NNNARC.COM P. 561 3064286 LICENSE # A A 26002596 SNAVELY RESIDENCE GARAGE ADDITION 965 ORCHID LANE GULFSTREAM, FL 33483 12.06.23 2117 REVISIONS ARPB SET CONSULTANTS REFLECTED CEILING PLAN AND ROOF PLAN 26 I 1 y 26 24 EXISTING BRICK PAVER h DRIVEWAY 1 23 22 19 21 ° 18 20 16 17 14 Is .-13 10 11 �12• r. i ORCHID LANE �/ s 32 33 34 35 36 37 38 99 40 EXISTING 1 STORY RESIDENCE 3 41 EXISTING TREE PLAN ' SCALE 13­4770 0 2 10 zo N U w a �} .a PROJECT *110-2 1/11 Ll EXISTING I STORY RESIDENCE or ORCHID LANE L '41 \ POOL c_rz i!!; 194s coo?� ( LANDSCAPE PLAN. SCALE mawwuwrawiouowwau - - . nww 4770 .. 0 2 10... - Z0- a+ra 0 P.09 �w U 7� -d v o � � w c� cd cc3 4 PROJECT *I102 -. I L2 TREE LIST 1. 'FoxtailPalm' (Wodyetia bifivcata)- 24' g.w.- to be removed 2. 'Foxmil Pahn' (Wedyetia bifurcata)- 24' gw: to be removed 3. 'Foxtail Pahn' (Wodyetia bihncata} 24' gw: to remain. 4. 'Ligustnam' (Ligustnenjapomctm)- 9' hgL- to be removed 5. 'Foxtad Palm' (Wodyetia bifurcata)- 20' g.w.- to be removed 6. 'Ligustmm' (Ligustum japonicum)- 9' hgL- to be removed. 7. 'Coconut Palm' (Cocos nucifera). 30' at- to remain. S. 'Cattley Guava' (Psidium littomle)- 9' hgt- to be removed. 9. 'Coconut Palm' (Cocos nucifem)- 30' at- to remain. 10.'Cattley Guava' (Psidium httorale)- 9' hgt- to be removed 11. 'Cattley Guava' (Psidium httorale)- 9' hgt- to be removed 12. 'Cattley Guava' (Psidium httomle)- 9' bgt -to be removed 13. 'Pigmy Dare Palm' (Phoenix roebeltinii)- 4 stem- to be removed. 14. 'Gumbo Limbo' (Bumem simamba)- 14" dbb.- to remain. 15. 'Gumbo Limbo' (Bmsera simamba)- 12" dbh. -to remain. 16. 'Gumbo Limbo' (Bumem simaruba)- 10" dbh. -to remain. 17. 'Gumbo Limbo' (Burma simanrba)- 10" dbb. -to remain 18. 'Gumbo Limbo' (Bmsem simenrba)- 14" dbb. -to remain. 19. 'Pigmy Date Palm' (Phoenix roebellinii)- 9 stem -to remain. 20. 'Cabbage Palm' (Sabel palmetto)- 24' c.t- to remain. 21.'Cabbage Pahn' (Saba) palmetto)- 24' c.t -to remain, 22. 'Cabbage Palm' (Sabel palmetto)- 24' at- to remain. 23. 'Brazilian Beauty Leaf (Calopbyllum bmsiliensis)- 14" dbb. -to remain. 24. 'Cocomd Palm' (Cocos nucifm). 24' at- to remain. 25. 'Pigmy Date Palm' (Phoenix roebelliaii} dbl.- to remain. 26. 'Canary Island Date Palm' (Phoenix canariensis} I6' c.t -to be removed 27. 'Small Leaf Clusia' (Clusia Bava)- 14' hgL -to remain 28. 'Cabbage Palm' (Sabel palmetto). 16' c.t -to remain. 29. 'Madagascar Olive' (Noronhia emar&mM)- 5" dbb.- to remain. 30. 'Madagascar Olive' (Nomahia emarginata)- 5" dbh. -to remain. 31, 'Madagascar Olive' (Nomahia emarginata)- 5" dbh. -m remaio. 32. 'Cabbage Palm' (Saba) palmetto)- 14' at -to remain. 33. 'Madagascar Olive- (Noronhia emarginam)- 5" dbh. -m remain. 34. 'Madagascar Olive' (Noronhia emarginam)- 5" dbb. -to remain 35. 'Madagascar Olive' (Norunhia emarginata)- 5" dbh. -to remain. 36. 'Madagascar Olive' (Noronhia amA vya)- 5" dbb. -to remain. 37. 'Madagascar Olive' (Noronhia emarginam)- 5" dbh -to remain. 38. 'Madagascar Olive' (Nomnhia emarginata)- 5" dbh. -to remain. 39. 'Madagascar Olive' (Noronhia emarginata)- 5" dbh, -to remain. 40. 'Madagascar Olive' (Nownhia emarginam)- 5" dbb. -to remain. 41. Toxmil Palm' (Wodyeha bifurcate} 24' at- to remain. 42, 'Coconut Palm' (Cocoa nucifem)- 30' c.t to remain. No 'Lita9 iR L�� �'�NY�tCtF tycfeR p ..77 Naee.b Pio.�pHifvJ W� uuctsNr+err>tp��� G��tC�ty-tk PALM PLANTING DETAILy SOB PLANTING DETAIL_ �Ffa loA11120901�M SYM BOTANICAL NAME OOMMONNAME SPECIFICATIONS QUAN PE Ptychosperma elegans 'Alexander Palm' single, 6' grey wood 5 AD Veitchm adoniddii 'Adonidia Palm' triple, stagger heights, 3' min grey wood 2 EL Elaeocarpos decipiens 'Japanese Blueberry' 5' cone. 2 SIR Strelitzia nicolii 'White Bird of Paradise' 15 gal. 5'-6' 1 BG Bouganvillea glabm 'Bouganvillea' 25 gal. std purple. 3 VAR Sche®em Arborimla'vac'Variegated DwarfScheBlem' 'Gold Cappelm'3 gal. 16"xl6" 40 ARB Scheffiera Arbonmla 'DwarfSebettlem' 7gal. 24"x24" 2 POD Podocmpus macrophyllum 'Podocarpnt' 7 gal. 30" hgt hedge. 56 POI Ficus microcarpa 'Green Island Ficus' 3 gal. 12"xl2" 803 NOTES: 1. ALL LANDSCAPING AND SPECIFICATIONS SHALL MEET OR EXCEED THIN MINIMUM REQUIRMv ENTS AS PROVIDED IN THE PLANT LIST AND THIN TOWN OF GULFSTREAM LANDSCAPE CODE 2. ALL PLANTING MATERIAL SHALL I= OR EXCEED FLORIDA GRADE Nl AS SPECIFIED IN'GRADES AND STANDARDS FOR NURSERY PLANTS', AND PART 2 'PALMS AND TREES', CURRENT EDITION. TREES TO BE INSTALLED SHALL NOT BE TIPPED, TOPPED, OR SHAPED PRIOR TO INSTALLATION. 3, PLANTING SOIL IS TO BE WEED FREE MIXTURE OF MUCK AND SAND (30/70) WITH 50 LBS OF MILORGANITE PER 6 CU. YDS. 4. APPLY 3" EUCALYPTUS MULCH AROUND ALL PLANTS WITHIN 2 DAYS. 5. ALL SODDED AREAS ARE TO BE COVERED WITH'ST. AUGUSTINE' SOD, EXCEPT WHERE NOTED, SOD TO HAVE GOOD COMPACT GROWTH AND ROOT SYSTEM LAY WITH TIGHT JOINTS. 6. GUYING/ STAKING PRACTICES SHALLNOT PERMIT NAILS, SCREWS, WIRES, ETC... TO PENETRATE OUTER SURFACES OF TREES, PALMS, OR OTHER PLANT MATERIAL. TREES, PALMS, AND PLANT MATERIAL REJECTED DUE TO THIS PRACTICE SHALL BE REPLACED WITH THE INSPECTOR ON SITE. 7. BURLAP MATERIAL, WIRE CAGES, PLASTIC CANVAS STRAPS, ETC... MUST BE CUT AND REMOVED FROM THE TOP ONE HALF DEPTH OF THE ROOT BALL. TREES AND SHRUBS GROWN IN GROW BAGS OR GROW BAG TYPE MATERIAL. MUST HAVE SUCH MATERIAL REMOVED ENTIRELY PRIOR TO PLANTING THE TREE OR SHRUB. 8. ALL PLANT MATERIAL SHALL BE FREE OF PESTS, INSECTS, DISEASE, WEEDS, ETC... 9. ALL PLANT MATERIAL SHALL BE PLANTED AT THE PROPER DEPTH AS ORIGINALLY GROWN AND/ OR SO THIN TOP OF THE ROOT BALL IS FLUSH OR SLIGHTLY ABOVE FINISHED GRADE IMMEDIATELY AFTER PLANTING. ALL TREES SHOULD PROVIDE TRUNK TAPER WHEN PROPERLY PLANTED AT THE CORRECT PLANTING DEPTH. 10. ALL PLANT MATERIAL SHALL BE WATERED IN AT TIME OF PLANTING TO ELIMINATE AIR POCKETS IN THIN ROOT ZONE AREA. 11. TREES AND PALMS ARE TO BE STAKED AS NECESSARY AND IN A GOOD WORKMANLIKE MANNER WITH NO NAIL STAKING PERMITTED. 12. SITE DISTANCE CONCERNS MUST BE MAINTAINED FOR CLEAR SITE VISIBILITYFROM THIRTY INCHES TO SEVENTY-TWO INCHES, TREE TRUNKE EXCLUDED. MEASUREMENT SHALL BE MADE FROM TOP OF ROOT BALL PLANTED AT PROPER ELEVATION. 13. LANDSCAPE CONTRACTOR TO PROVIDE AN AUTOMATIC UNDERGROUNDI2RIGATION SYSTEM, AS SHOWN ON PLANS. SYSTEM SHALL HAVE A RAIN SENSOR DEVICE AS REQUIRED. THERE SHALL BE NO OVERSPRAY ON SIDEWALKS OR ON ROADWAYS. SYSTEM TO PROVIDE 100% COVERAGE 14. ALL CONSTRUCTION MATERIAL AND FOREIGN MATTER SHALL BE REMOVED FROM THE PLANTING AREAS AND REPLACED WITH 50/50 MIX FILL SOIL OR AS PER SPECIFICATIONS. 15, ALL LANDSCAPE MATERIAL SHALL BE FERTILIZED UPON INSTALLATION. 16. THE LANDSCAPE CONTRACTOR SHALL CONTACT THE COUNTY, CITY, AND/ OR UTILITY COMPANIES TO LOCATE ALL UNDERGROUND UTILITIES OR STRUCTURES PRIOR TO DIGGING. THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO UNDERGROUND UTILITIES AND/ OR CONSTRUCTION CAUSED AT NO COST TO THE OWNER 17, ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 12 MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION. 18. IN ADDITION TO THESE REQUIREMENTS, ALL LOCAL LANDSCAPE CODES SHALL BE MET IN ORDER TO SATISFY THE REVIEW AND APPROVAL OF THIN GOVERNING MUNICPALITY. 19. CO-ORDINATE WITH ALL TRADES, ESPECIALLY THIN IRRIGATION CONTRACTOR 20. ALL TREES PLANTED WITHIN 10' OF AN UNDERGROUND UTILITY EASEMENT WILL BE PROVIDED WITH APPROVED ROOT BARRIERS. 21. ALL PLANT MATERIAL SHALL BE SUBLECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHTTECTAT PLACE OF GROWTH AND UPON DELIVERY FOR CONFORMITY TO SPECIFICATION. 22. IN AREAS WHERE PAVED SURFACES ABUT SOD OR MULCH, THIN FINAL LEVEL OF BOTH SURFACES SHOULD BE EVEN. 23. ALL SODDED AREAS TO HAVE A MINIMUM OF 2" OF PLANTING SOIL. 24. ONLY BIODEGRADABLE MATERIAL CAN BE ATTACHED TO THE TRUNKS OF TREES. 25. ALL ROAD ROCK OR ANY UNNATURAL MATERIAL SHALL BE REMOVED FROM ALL LANDSCAPE AREAS AND REPLACED WITH GOOD PLANTING SOIL. 26. PLANITNG USED AS SCREENING OF ANY GROUND MECHANICAL EQUIPMENT SHALL BE MAINTAINED AT LEAST 6" A13OVEE,QUIPMENT TO BE SCREENED, 27. THE SPECIFICATIONS OF PLANT MATERIALS ARE AS FOLLOWS: SPREAD- INDICATES THE AVERAGE SPREAD TO THE MIDPOINT OF THIN PLANT. HEIGHT- INDICATES THE OVERALL HEIGHT FROM THE TOP OF THE ROOT BALL TO THIN MIDPOINT OF THE GROWTH. CLEAR TRUNK- INDICATES THE MEASUREMENT FROM THIN TOP OF THE ROOT BALL TO THE FIRST BRANCHING. CLEAR FOOT OF WOOD - INDICATES THE MEASUREMENT ON PALMS FROM THE TOP OF THIN ROOT BALL TO THIN TOP OF SOLID TRUNK BEFORE THE START OF THE FRONDS. 28. ALL TREES 11/2" INCHES IN CALIPER AND GREATER SHALL BE PROPERLY GUYED AND STAKED AT THE TIME OF PLANTING. 29. THE LOCATIONS OF PLANTS, AS SHOWN ON THESE DOCUMENTS, ARE APPROXIMATE UNLESS DIMENSIONED SPECIFICALLY. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORSBEN FIELD LOCATIONS, TO COMPLY WITH SAFETY SETBACK CRITERIA, TO AVOID CREATING UNSAFE SIGHT CONDITIONS, OR AS OTHERWISE DIRECT M BY OR APPROVED BY THE LANDSCAPE ARCHITECT. 30. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPENCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT IMMEDIATELY. -"*now a.a.� -800_132_477U PROJECTS L3 EXISTING BRICK PAVER DRIVEWAY ORCHID LANE I STORY ADDITION POOL EXISTING 1 STORY RESIDENCE ti o IRRIGATION PLAN SCALE NJ" IN 0 2 10 2 Mu O P. Fwa= 171= 03 03 7� C) a� c 41 O 4 PROJECT 4-110-2 L4 6 O POP-UP SPRAY SPRINKLER: RUN BIND 1612-SAM-PCS W/VAN UlBE O 1/2-INCH MntE NPT ..490 INCH BARB ELBOW RAIH BIRD MODEL SBE-050 OD PIC UTERAI. PIPE (D SWINO PPE. 12-INCH LEN . RAN BIRD MODEL SP-TOO SCH !a TEE OR ELL 6 FINISH CRIDE/TOP OF MULCH 2 3 4 2 5 D POP—UP SPRAY SPRINKLER OI ROOF EDGE 22 WTOMAM RAIN SHUTOFF: I RAIN BIRD RAIN CHECK 2 NOTE: t. FOR COMPLETE INSTA MN INSTRUCRONS. SEE INSTRUCTIONS ENCLOSED WRN MN CHECK. D AUTOMATIC RAIN SHUTOFF SYMBOL RAINBIRD PART NO. TYPE PSI GPM RAD. AMOUNT A Q 18WSAM-PRS-IOF POP-UP SPRAY 30 1.57 10, 4 Q 1800-SAM-PRS-BF POP-UP SPRAY 30 1.57 8' 3 I800-SAM-PRS-8T POP-UP SPRAY 30 0.52 8' 1 (j I800-SAM-PRS-SQ POP-UP SPRAY 30 0.39 8' 5 1800-SAM-PRS8H POP-UP SPRAY 30 0.79 8' 6 1800-SAM-PRS-I5SST POP-UP SPRAY 30 1.21 4'TL30' 6 CLASS 160 PVC (LATERAL) SCH 40 PVC (SLEEVE) ■ MINI -CLICK RAINSENSOR IRRIGATION NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE REQURREMENTS OF APPENDIX F, CONSTRUCTION AND BUILDING CODES FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS, OF THE FLORIDA BUILDING CODE, AND ALL PERTINENT LOCAL CODES. 2. THIS SYSTEM HAS BEEN DESIGNED TO PROVIDE A 100%COVERAGE. ALL WATER USED FOR IRRIGATION SHALL BE RUST FREE. IF A CHEMICAL INJECTION SYSTEM IS USED IN A WELL WATER SYSTEM, THE WELL SHALL BE PROTECTED IN ACCORDANCE WITH FLORIDA STATE LAW. 3. ALL NEWLY LANDSCAPED AREAS (INCLUDING SOD) SHALL BE IRRIGATED WITH AN UNDERGROUND AUTOMATIC SPRINKLER SYSTEM PROVIDING 100%COVERAGE. NO LANDSCAPE INSTALLATION SHALL OCCUR UNTIL THE IRRIGATION SYSTEM IS OPERATIONAL, UNLESS APPROVAL IS GRANTED BY THE OWNER OR LANDSCAPE ARCHITECT. UNDERGROUND SPRINKLER SYSTEM IS TO BE BY RAINBIRD SPRINKLER MFG. CORP. OR APPROVED EQUAL. 4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC... SHOWN WITHIN PAVED AREAS OR OUTSIDE PROPERTY LINES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN LANDSCAPED AREAS. 5. THIS SYSTEM HAS BEEN DESIGNED TO CONFORM WITH ALL APPLICABLE CODES. SHOULD ANY CONFLICT EXIST OR ARISE, THE REQUIREMENTS OF THE CODE SHALL PREVAIL. 6. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIERS SHALL BE INSTALLED AS PER THE MENUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 7. ALL PIPING CROSSING UNDER PAVING, PAVERS, CONCRETE, ETC... SHALL BE SLEEVED IN SCHEDULE 160 PIPE TO BE AT LEAST TWO TAMES THE NOMINAL SIZE. S. CONTRACTOR SHALL SIZE PIPE ACCORDINGLY TO INSURE MINIMUM OF 3OPSI AT THE FARTHEST HEAD OF EACH ZONE. 9. SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR THE SENSOR IS TO BE INSTALLED AT THE CONTROLLER LOCATION AND LOCATED SO AS TO RECEIVE DIRECT RAINFALL AND NOT BE IMPEDED BY OTHER OBJECTS. 10. VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF WORK UNDE THIS CONTRACT. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE. SITE CONDITIONS PRIOR TO BIDDING. 11. ALL ELECTRICAL HOOKUPS TO THE PUMP STATIONMb CONTROLLERS SHALL BE PERFORMED BY A LISCENCED ELECTRICIAN. 12. THE CONTRACTOR SHALL BALANCE AND ADJUST THE VARIOUS COMPONENTS OF THE SPRINKLER SYSTEM SO THE OVERALL OPERATION OF THE SYSTEMS MOST EFFICIENT. 13, PIPING ON PLANS IS SCHEMATICALLY SHOWN FOR CLARITY. ROUTE PIPES TO AVOID CONTACT WITH EXISTING TREES AND SPECIMEN PLANTS. DESIGN MODIFICATIONS ACCEPTABLE TO THE LANDSCAPE ARCHITECT MAY BE MADE ONLY AS NECESSARY TO MEET SITE CONDITIONS. 14. AFTER COMPLETION OF SATISFACTORY PRESSURE TESTS OF PIPING, THE LINES SHALL BE SUBJECTED TO LEAKAGE TESTS. 15. PRIOR TO PLACEMENT OF HEADS FLUSH ALL LINES TO MAKE THEM COMPLETELY FREE OF DEBRIS. 16. ALL IRRIGATION CONTROLLERS ARE TO BE PROPERLY GROUNDED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 17. LOW VOLTAGE WIRE IS TO BE INSTALLED ALONG MAINLINE INSTALLATION. USE 2" SCH 40 PVC WITH SWEEP ELBOWS AT TURNING LOCATIONS WHEN SLEEVING IS REQUIRED. ALL SPLICES SHALL BE ENCLOSED WITHIN A VALVE SPLICE BOX I & WIRES ARE TO BE STZJID AND COLORED AS FOLLOWS: #12 WHITE FOR COMMON, #12 SPARE BLACK COMMON (I SPARE NEEDED PER 10 HOT WIRES), #14 RID HOT WIRES, #14 SPARE YELLOW HOT WIRE (I SPARE NEEDED PER 10 HOT WIRES, 3 SPARE MINIMUM). 19. WHEN HOT WIRE RUNS EXCEED 3,500 LINEAR FEET, USE #TO FOR COMMON WIRES AND #12 FOR HOLSPARE WIRES. 20. AIR RELEASE VALVES ARE TO BE USED AT THE END OF ALL MAINLINE RUNS. Ygl6o W nDlln. mmEMN I Sao -4 2 ono N PROJECT i n02 i101:24 LS I STORY ADDITION ATM i ORCHID LANE • • T� - � c�-a'�- U Loco?14i1vt�-- :r . - ,�zr ". EXISTING I STORY RESIDENCE — PulsTr� ��fr<IL �fr,Ls-tl POOL'S LANDSCAPE PLAN SCALE --- ano N 0 2 10 zo 7 3 h� CA PROJECT{ I�D L2 ELEVATION u GLL�IOIII�A/CRYgiOY M0.C10\ N W i-aoo=aa2-o10 .nic auaauoa xn PROJECT / jen/24 Ili m' PM 2i im, C N O � cA o 4.1 .Q �, > X m O • r-,q ° o Cn 61 4.1 ° J Q. ^� V u u J p V) N 41 x O V w (! 4.1 �+ V� N 0-4 ago > 4-1 o " w _ U .°: 4� v °'�' aA Cl. Z •� v � cn X N v N 0 � O 1 Q 7 O u O OJ Ul) °�' V 3 � V °J c m -, -�:. U-) o cn a. cn v ° 3 N o LO O .- a a� w a a Q cn cn cn cn UO Q -4 V� v y. n w�! � ° ° � V J v+.J CA 3 -, oM u, °'3 rh o CAInoc 3 •�� (� o� O -cs U " a) 41 " ca 1 M ° 00 (Z 4.1 V o V x oo a � ate ° ° (z +cz o ° u o US aao o v o o a (z oCZ b1J x bA Q" czu V a) 00 a) a: m ) O M p �1. "C� W O ubA cz O bA 30 M 4-1p O° puj cuC cud cn 4-1mcz a) cz 3 b.0 -0 , X ��, V ~ p c 3 V s;-CA + a) �r u an "O "O �. O m u O cn +� 'C3 p s- O, cz +, +, a) ., O '5 O 04-1 cz �O N w v aJ u '' � u v .� O .fl by O N .� +� °� 4, ng CZ 14-4 CZ LA U cn cz ca s- cn cC O a, —. X +� cz t--4 0 p O Ga 0 a � i�, .- o cn U�4-1 au 41 a) °' v ° O X X X CZ O caJ .1 4- 4 —, Z m N N~ Ou -J CA't� u a) O O O O O p W ��"• cz U �-- s-CZ.. Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA 0- RECEIVED JAIL 10 2024 APPLICATION FOR DEVELOPMENT APPROVAL Town of Gulf Stream, FL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File #-2— * 2, PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.1. Project/Owner Name: �F�' " /�� C eg / " I.A.2. Project Address: 1465 N. OCEAN BLVD., GULF STREAM, FLORIDA 33483 I.A.3. Project Property Legal Description: jW AT - ( ' t o I.A.4. Project Description (describe in detail, including # of stories, etc.) I.A.5. Square Footage of New Structure or Addition: Architectural style: 1 /JEa�r✓ J1-EA441t a--,41V I.A.6. Check all that apply:-160itectural/Site Plan Review Northpcean Bouievard Overlay (complete seccWn B) Pfbemolition of Structures (complete section C) Cl and Clearing (complete section D) 'Special Exception (complete section E) L Variance (complete section G) C Non-residential uses (complete Section F) IA.7. Proposed F.F.E: a/�. V 1i%14VQ Type of Foundation: �� 8 B. Owner Information rR I.B.1. Owner Address: 1.B.2. Owner Phone Nuke ' 51 9910 " �?Fax: I.B.3. Owner Si ature: C. Agentlnform I.C.1, Agent Name and Firm Name: I.C.2. Agent Address: 1045 E. Al LC.3. Agent LC.4. Agent Pre•App Date: App Date: _ Com Date: _ Decision: '. ELIOPOULOS, GE ARCHITECTURE, INC. ARPB Date: Recommendation: TC Date: Fax FL 33483 Application for Development Approval, Form ADA.32000 Page 2 September 2004 1465 N. OCEAN BLVD, GULF STREAM, FLORIDA DEVELOPMENT APPLICATION I.A.4 PROJECT DESCRIPTION: PARTIAL DEMOLITION OF EXISTING BATHROOM AT GUEST HOUSE AND CONVERT GYM INTO A GARAGE (REDUCING SQUARE FOOTAGE BY 51 SQ. FT.) ADDED AN ELEVATOR TO EXISTING THREE-STORY MAIN RESIDENCE, WHICH EQUALS APPROXIMATELY 36 SQ. FT. I.A.S SQUARE FOOTAGE OF NEW STRUCTURE OR ADDITION: REDUCED GUEST HOUSE BY51 SQ. FT. AND INCREASED MAIN HOUSE BY 36 SQ. FT. ARCHITECTURAL STYLE: MEDITERRANEAN Town of Gulf Stream PART Ill. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? RS-B SINGLES� FAMILY BEACHFRONT III.A.2. Is the project compatible with the intent of the zoning district? s4es ❑ No Explain: EXISTING MEDITERRANEAN SYTLE IS COMPATIBLE WITH THE GULF STREAM GUIDELINES. III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? ❑A -es ❑ No Explain: III.A.4. How are ingress and egress to the property to be provided? PROVIDED BY EXISTING ACCESS DRIVEWAY OFF A1A. III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage TOWN OF GULF STREAM b. Sanitary Sewer TOWN c. Potable water TOWN OF GULF STREAM d. Irrigation Water e. Electricity BELOW f. Telephone BELOW GROUND g. Gas LP T h. Cable Television III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PROPOSED ELEVATOR STRUCTURE IS CONSISTENT WITH THE EXISTING MEDITERRANEAN STYLE PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve In�d area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? ❑ Yes C�No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? Oes ❑ No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? ❑ Yes 140 (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? EJYes ❑ No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the prof t at variance with any regulations contained in the Zoning Code? ❑ Yes o (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? N/A IV.B.2. Describe the need and justification for the disturbance/addition: N/A IV.13.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? []Yes []No Explain: N/A IV.13.4. How is the design consistent with the A1A Landscape Enhancement Project? N/A IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: N/A C. Projects Requiring a Demolition Permit e IV.C.1. When are the existing structures to be demolished? ,TDD/U A5 WE G+FIA��/LDIl�O�o��dEit�r1' IV.C.2. When are the proposed structures to be constructed? ASSeON�W� �ET�{�i�Vl4��� IV.C.3. What is the landmark 5tatus of the structure a demolished? V 2 ��3, W<f/Gs' GUjLa NAVE,4 /9,�A� O KL b pltl�f/N /, AA-1 Ff 16dTa/L Ll/1AW-11> FI-ASAI&A- ie'PAr-LItG rtAN. D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: N/A IV.D.2. Describe the need and justification for the removal/relocation: N/A IV.D.3. How is the removal from the project site of vegetation to be mitigated? N/A IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? N/A IV.D.5. What replacement materials are proposed? N/A7 Application for Development Approval, Form ADA.32000 Page 4 September 2004 E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use? ❑ Yes ❑ No Code Section: 70-75 (C)-1 IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? SEE ATTADHFD IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? ❑ Yes ❑ No Explain: SEE ATTACHED IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? SEE ATTACHED IV.E.5. What landscaping and screening are provided? SEE ATTACHED IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? ❑ Yes ❑ No Explain: SEE ATTACHED F. Non -Residential Projects of Greaterthan 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained: N/A IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding Properties. N/A IV.F.3. For each of the following, list the number provided and their dimensions: Loading Spaces: N/A Standard Parking Spaces: N/A Small Car Parking Spaces: N/A Handicapped Parking Spaces: Driveways/Aisles: N/A N/A Application for Development Approval, Form ADA.32000 Page 5 September 2004 1465 N. OCEAN BLVD, GULF STREAM, FLORIDA DEVELOPMENT APPLICATION E. PROJECT REQUIRING SPECIAL EXCEPTIONS IV.E.1 IS THE PROPOSED USE A PERMITTED SPECIAL EXCEPTION: YES. CODE SECTION 70-75 (C ) -1, SPECIAL EXCEPTION SETBACKS. IV.E.2 HOW IS THE USE DESIGNED, LOCATED AND PROPOSED TO BE OPERATED SO THAT THE PUBLIC HEALTH, SAFETY WELFARE AND MORALS WILL BE PROTECTED?: USE WILL BE FOR AN ELEVATOR TO BE CONSTRUCTED WITHIN A SIDE STEBACK OF A NON-COMFORMING SINGLE FAMILY RESIDENCE —THIS STRUCTURE WILL NOT BE A HEALTH, SAFETY OR WELFARE ISSUE TO THE NEIGHBORS. IV.E.3 WILL THE USE CAUSE SUBSTANTIATED INJURY TO THE VALUE OF OTHER PROPERTY IN THE NEIGHBORHOOD WHERE IT IS TO BE LOCATED?: NO. THE EXISTING NON -CONFORMING HOUSE CROSSES THE PROPERTY LINE AND IS ATTACHED TO THE ADJACENT NEIGHBOR'S HOUSE —THE PROPOSED ELEVATOR IS ACTUALLY FURTHER AWAY FROM THE PROPERTY LINE. IV.E.4 HOW WILL THE USE BE COMPATIBLE WITH ADJOINING DEVELOPMENT AND THE CHARACTER OF THE DISTRICT WHERE II SI TO BE LOCATED?: BOTH NON -CONFORMING RESIDENCES ARE EXAMPLES OF MEDITERRANEAN STYLE OF ARCHITECTURE AND AT ONE TIME WERE ALL ONE RESIDENCE. PROPOSED ELEVATOR WILL COMPLEMENT EXISTING STYLE. IV.E.5 WHAT LANDSCAPING AND SCREENING ARE PROVIDED?: N/A IV.E.1 DOES THE USE CONFORM WITH ALL APPLICABLE REGULATIONS GOVERNING THE DISTRICT WHEREIN IT IS TO BE LOCATED?: YES. WE COMPLY WITH AND MEET THE STANDARDS IN LDR'S 70-75 (C) (2) a THROUGH D. UENERAL NU I ES THE ARCHITECT AND HIS AUTHORIZED REPRESENTATIVES AND AGENTS SHALL NAVE ACCESS TO AND BE PERMITTED TO INSPECT ALL WORK, MATERIALS AND OTHER RELEVANT DATA AND RECORDS WHEREVER THEY ARE IN PREPARATION AND PROGRESS. WHEN REQUESTED, THE CONTRACTOR SHALL FURNISH DUPLICATE COPIES OF THE AFOREMENTIONED DATA THE GENERAL CONTRACTOR WILL MAKE EVERY EFFORT TO EXPEDITIOUSLY COORDINATE ALL PHASES OF THE WORK TO OBTAN THE END RESULT WITHIN THE FULL PURPOSE AND INTENT OF THE DRAWINGS FOR THE PROJECT. MIT DISCREPANCIES IN THE CONSTRUCTION DOCUMENT DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECT'S / CONTRACTOR'S ATTENTION PRIOR TO COM TEW-EMENT OF WORK OR CONSTRUCTION, 50 THAT CORRECTIVE MEASURES MAY BE TAKEN. ANY UNFORESEEN CONDITIONS IN FIELD AFFECTING THE DESIGN CONCEPT OF THE BUILDING, OR THAT ARE INCONFLICT WITH THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH THE FLORIDA BUILDING CODE 2023 EDITION AND ALL APPLICABLE NATIONAL, STATE. AND LOCAL RULES, REGULATIONS AND ORDINANCES. ALL WORK DONE WIDER THE SUPERVISION OF THE GENERAL CONTRACTOR IS TO BE DONE IN A NEAT AND WORKMANLIKE MANNER THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND SHALL COORDINATE WORK OR CCNSTRIUCTION BETWEEN TRADES THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE ARCHITECT SIX (6) PRINTS (PDF'n) OF DETAIL SHOP DRAWINGS OF ALL APPLICABLE CONSTRUCTION. SUCH DRAWINGS SHALL SHOW THE DESIGN, DIMENSIONS, CONNECTICN9 AND OTHER DETAILS NECE55ARY TO INSURE THAT THEY ACCURATELY NMRPRET THE DRAWINGS. THE CONTRACTOR WILL RETAIN RESPONSIBILITY FOR FURNISHING THE MATERIALS, APPARATUS, DEVICES, ETC. OFPROPER DIMENSION, SIZE, QWANTITY, AND QUALITY AS SHOWN ON THE DRAWINGS, AND THE RESPONSIBILITY FOR ANY ERRORS OF THE SHOP DRAWINGS. ALLOW TWO WEEKS FOR REVIEW TIME. THE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR 19 EXPECTED TO FURNISH ALL ITEMS FOR A COMPLETE ELECTRICAL, MECHANICAL, PLUMBING AND TELEPHONE SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER N CONFORMANCE WITH LOCAL STANDARDS AND APPLICABLE CODES HAVING JURISDICTION. DIMENSIONS INDICATED ON THE PLANS ARE FROM FACE OF FINISH WALL. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO BEGINNING WORK USE FIGURED DIM. ONLY. DO NOT SCALE DRAWINGS. DO NOT DEVIATE FROM THE WRITTEN DIM. MORE THAN I' WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. DEVIATION IS NOT PERMITTED WHERE 'CLEAR' OR'HOLD' DIMENSIONS ARE INDICATED NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES IN THE PLANS OR SPECS. THE INTERPRETATION OF DRAWINGS, SPECIFICATIONS, OR OTHER BIDDING DOCUMENTS SHALL NOT BE MADE YER33ALLT TO THE BIDDER IF THE BIDDER 19 IN DOUBT AS TO THE MEANING OF MIT DISCREPANCIES OR CONFLICT HERE IN, THE BIDDER SHALL TELEPHONE OR SUBMIT IN WRITING TO THE ARCHITECT A REQUEST FOR INTERPRETATION. IN THE EVENT THAT THE BIDDER IB DEMANDED TO HAVE ESTIMATED, THEN THE MOST EXPENSIVE WAY OF PERFORMING THE WORK SHALL TAKE PRECEDENCE. THESE DOCUMENTS, AS INSTRUMENTS OF BERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF ALL SYSTEMS SO THAT THEY ARE COMPLETE AND FULLY FUNCTIONING (EXCEPT AS NOTED HER:M). DO NOT SCALE THE DRAWINGS. ALL AREA CALCULATIONS ARE APPROXIMATE. FIELD VERIFY ALL DIMENSIONS. ALL INTERIOR FINISHES TO BE SUPPLIED BY CONTRACTOR AND APPROVED BY OWNER UNO_ THE CONTRACTOR SHALL PROVIDE THE OWNER/ ARCHITECT WITH A WOW SCHEDULE AND ANT ANTICIPATED CHANGES THAT MAT OCCUR IN IT. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OIINERARCHITECT FOR THE ACTS AND CM155IONS OF ITS COMPLETION OF THE WORC. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/OUNER DETAILS MARKED AS TYPICAL APPLY TO SIMILAR CONDITIONS INCLUDING CONDITIONS NOT MARKED AS SIMILAR, UNO. TYPICAL DETAILS NOT SHOWN BUT NECESSARY FOR CONFORMANCE WITH APPLICATION PROVIDE A WEATHER -RESISTIVE BARRIER AT ALL OPENINGS AND PENETRATIONS OF THIE BUILDING ENVELOPE WATERPROOF ALL LEATHER -EXPOSED SURFACES AND INSTALL ALL THERMAL BARRIERS AS TO FORM A COMPLETE INSULATING BLANKET AROUND THE HEATED AREAS OF THE BUILDING. INSULATE ALL HEAT- BEARNG PIPES, DUCTS, OR OTHER FIXTURES THAT PENETRATE THE INSULATED BLANKET. INSTALL ALL OTHER WATER PIPES N A MANNER TO PREVENT FREEZING. ALL WOOD N CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ALL METAL FASTENERS, NAILS, AND BOLTS TO BE HOT DIPPED GALVANIZED. FLASHING, CRICKETS, DRIPS, ETG TO BE ALUMINUM, OR SIMILAR MATERIAL TO ROOFING, SYSTEM -MATCH EXISTING. PROVIDE 3-1/2' GATT BOUND INSULATION AT INTERIOR UTALLS - BATHROOMS, BEDROOMS, ETC. PROVIDE FIRE STOPPING AT ROOF, WALLS, AND CEILMb AS REQUIRED. ELEVATIONS ARE TAKEN FROM AN ASSUMED DATUM OF 0'-0' TOP OF CONCRETE SLAB (16ID0' NAVD. FOR GROUND LEVEL). - MATCH EXISTING. THESE PLANS AS DRAIN AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY CODE REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE N ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. - NOTE ALL CEILING PENETRATIONS - LIGHTS, VENTS, ETC. TO BE SEALED • EDGES AS PER FLORIDA BUILDING CODE 2023 EDITION. WOOD STUD, (METAL STUDS) WALLS TO RECEIVE R-II BATT. R-19 FOR 6' AND S' WALLS NSULATION ROO F OF TO BE 'CLOSED SYSTEM' USING BLOWN ON R-30 'ICYNENE' INSULATION BY 'GALE INSULATION' OR EQUAL TO THE UNDERSIDE OF ROOF DECK (TYPA NOTE: ALL 'ICYNENE FOAM' TO BE PROTECTED WITH DC-315 COATMG AS PER MANUFACTURE'S SPECIFICATIONS N THE FLORIDA BUILDING CODE 2023-ONLY F MECHANICAL EQUIP. IS INSTALLED IN ROOF ATTIC, NSTALL PVC PLASTER STOPS AROUND PERIMETER OF ALL AREAS WHERE PLASTER ABUTS OTHER MATERIAL. STOPS SHALL BE CAREFULLY MITERED AT CORNERS. ALL EXTERIOR CORNERS AND WINDOW AND DOOR OPENING TO RECEIVE PVC CORER BEADS. ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GYPSUM CONSTRICTION HANDBOOK, LATEST EDITION. HEPTACHLOR TECHNICAL CHLORDANE, OR OTHER APPROVED CHEMICALS SHALL BE USED IN CONCENTRATIONS AS PER MANUFACTURER'S PUBLISHED INSTRUCTIONS IN COMPLIANCE WITH EPA REGULATIONS. (ALL PRODUCTS TO BE NON-VOC). DRYWALL PRODUCTS BY GOLD BOND, USG. OELOTEK GEORGIA PACIFIC, MILCOR PRODUCTS ARE ACCEPTABLE ALL EXTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND OWNER COLORS ON PLANS FOR PRICING FURP09ES ONLY. (PANTING SUBCONTRACTOR TO PROVIDE PAINT SAMPLES -MATCH EXISTING). ALL WORD MATERIAL, AND EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM O ONE YEAR FROM THE CLOSING DATE. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES AND DAILY OPERATIONS. DISPOSAL. CONTRACTOR 1S RESPONSIBLE FOR REMOVAL FROM SITE ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR SUBSTITUTIONS MADE IN SPECIFIED EQUIPMENT, MATERIALS AND COLORS. APPLICABLE CODES 2023 FLORIDA BUILDING CODE 2023 FLORIDA PLUMBING CODE 2023 FLORIDA ELECTRICAL CODE 2023 FLORIDA MECHANICAL CODE SINGLE FAMILY RESIDENCE ADDITION/RENOVATION 1465N. OCEAN BLVD. GULF STREAM LEVEL 3 ALTERATION PALM BEACH COUNTY, FL SCOPE OF WORK 1. MODIFY EXISTING GUEST HOUSE -PARTIAL DEMOLITION OF BATHROOM TO CREATE A GARAGE DOOR ENTRANCE TO CONVERT EXISTING GYM INTO A GARAGE. 2. AN ADDITIONAL TO THE EXISTING MAIN 3 STORY HOUSE WITH AN ELEVATOR. 514EET SCHEDULE SHEET NO. SHEET TITLE SURVEY SCALE: I' . 25'-0' ARCHITECTURAL AIIDOE EXISTING SITE PLAN SCALE: I/16'•I'-O' (FOR REFERENCE ONLY) AIIDO PROPOSED SITE PLAN SCALE: I/16'•I'-0' A200E EXISTNG GROUND FLOOR PLAN SCALE: 1/S'•I'-0' (FOR R PEF2E14CE ONLY) A2ID0 PPROPOSED GROUND FLOOR SCALE: I/S'•i'-0' A1IDE EXISTING SECOND FLOOR PLAN SCALE: (FOR REFERENCE ONLY) A2ID1 PROROPOSED SECOND FLOOR SCALE: I/B••I'-0' ARIDRE EXISTING THIRD FLOOR PLAN SCALE: 1/0'•I'-0' (FOR REFER? ONLY) ARID]PROPOSED THIRD FLOOR I/B'•I'-0' SCALE:PLAN A2ID3E EXISTING ROOF PLAN SCALE: 1/8-4-0- (FOR REFERENCE ONLY) A203 PROPOSED ROOF PLAN SCALE: 1/B'•I'-0' A3IDOE EXISTING ELEVATION SCALE: 3A6'•I'-O' (FOR REFERENCE ONLY1 A3ID0 PROPOSED ELEVATION SCALE: 3/16'•I'-0' A3DIE EXISTING ELEVATION$ SCALE, 3/16'•I'-0' (FOR REFERENCE ONLY) A3ID1 PROPOSED ELEVATIONS SCALE: 3/16'•I'-0' OCCUPANCY CLASSIFICATION GROUP R3 - SINGLE FAMILY TYPE OF CONSTRUCTION TYPE VB UNPROTECTED / UNSPRINKLERED `Y'LOOD ZONE "VE, BFE=10 NAVD" SURVEYOR ARCHITECTS TARGET SURVEYING, LLC ge architecture, inc. 6250 N MILITARY TRAM„ 1045 e. atlantic ave. SUITE 102 defray beach, fl. 33483 REST PALM BEACH, FL. 33407 fl. lic. AA-26002044 PH. (561) 640-4800 PH. (561) 276-6011 FAX (561) 276-6129 ► RECIFIVE® JAN 10 2024 Town of Gulf Stream, FL THE CONTRACTOR SHALL PROVIDE THE OWER WITH A WRITTEN GUARANTEE FOR ALL LLOFAC TINDER T1419 CONTRACT FOR A MMIMd1 PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PORTION OF THE WORK WHICH HAS BEEN DAMAGED. REPLACE ANY WOW THAT FAILS TO CONFORM TO THE DRAWINGS AND DETAILS. CORRECT MIT DEFECTS DUE TO FAULTY MATERIALS AND UOROMANSWIP WHICH APPEAR WITHN ONE YEAR OF OWNER ACCEPTANCE OF CONSTRICTION. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED I' THICK FIBERGLASS PIPE INSULATION. CONTRACTOR TO PROVIDE DRAWINGS TO TRUSS MANUFACTURER MECHANICAL 5UBCCNTRACTOR TO COORDINATE ALL REQUIRED AC -DUCT WORK PENETRATIONS THROUGH THE ENTIRE STRUCTURE ALL TRUSSES, A GIRDERS SHALL BE ANCHORED TO BEARING PARTITIONS, WALLS, AND TIE BEAMS WITH APPROVED ANCHORS. - SEE STRUCTURAL DWG.$. ALL INTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND OWNER. COLORS ON PLANS FOR PRICING PURPOSES ONLY. (NOTE: ALL PRODUCTS TO BE 'NON-VOC') NOTE: PRODUCTS BY ANY O THESE MANUFACTURERS ARE ACCEPTABLE: WAT04G OF BENJAMN MOORE, SHER IN WILLIAMS, PITTSBURGH. DEVOE, DUPONT, A PORTER ARE CONSIDERED EQUAL. ALL FINISH APPLICATIONS TO BE FREE OF ALL IMPERFECTIONS, UNLESS OTHERWISE STATED IN THE SPECIFICATIONS. ALL PANTED SURFACES ARE TO RECEIVE ONE COAT PRIME (KILTZ ALKTD') - APPLIED AT 4 MILS LET AND DRY FILM THICKNESS OF 12 MILS (ALL PRODUCTS TO BE 'NON-VOC') - A MIX OF TWO FINISH COATS - THE NUMBER OF COATS SPECIFIED 19 THE MINIMUM NUMBER REQUIRED. APPLY ADDITIONAL WHEN Y. UNDERCOAT, STAINS, OR OTHER CONDITIONS SHOW THROUGH THE FINAL COAT OF PAINT UNTIL PANT FILM 19 OF UNIFORM FINISH, COLOR AND APPEARANCE. CONTRACTOR SHALL DELIVER TO DINER PRIOR TO FINAL PAYMENT ALL APPLICABLE GUARANTEES, WARRANTIES YIID OPERATING MANUALS. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD 'MOLD TOUGH' IN BATHROOM. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS. VERIFY EXIST'. CONDITIONS COMPLY WITH CURRENT CODE REQUIREMENTS. NOTIFY ARCHITECT IN WRITING IF CHANGES ARE NECESSARY. NO EXTRAS WILL BE GIVEN REPORT ANY DISCREPANCIES IN THE DOCUMENTS TO THE ARCHITECT PRIOR TO SUBMITTING PROPOSAL. - NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING MIT AND ALL ABANDEN TINDER GROUND UTILITIES, PIPES, WIRES TREE ROOTS SEPTIC TANK ETC - PRIOR TO COMPACTING SITE. IT 19 THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND OBTAIN ACCESS TO THE SITE WITH DINNER THE CONTRACTOR SHALL OBTAIN AND BEAR THE C0ST OF ALL REQUIRED PERMITS, LICENSES AND APPROVALS NECESSARY FOR THE COMPLETION OF THE WDRG ALL REQUIRED NSURANCE SHALL BE PROVIDED FOR PROTECTION OF CLEAR AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK - THE CONTRACTOR AND SUBCONTRACTORS SHALL COORDNATE WITH EACH OTHER TO PREVENT OVERSTEPPING EACH OTHER THE CONTRACTOR SHALL PROVIDE LABOR I MATERIALS NECE56ARY TO MAINTAIN CONSTRUCTION SCWDULING. THE SUM - CCNTRACTOR SHALL BE RESPONSIBLE TO MEET THE SCHEDULE AS PROVIDED AND AGREED TO WITH THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL WORK SHALL BE PERZFOR"ED BT A LICENSED CONTRACTOR IN A FIRST CLASS WORgMANLIKE MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ACCEPTANCE BY THE ENGINEER /ARCHITECT MUST BE A CONDITION OF THE CONTRACT BETWEEN THE GEM CONTRACTOR AND OWNER THE CONTRACTOR 15 RESPONSIBLE FOR THE FOLLOWING WORK: MAKE-WAT/HOORK UP SCHEDULING, OF ALL TRADES AND WORK (INCLUDING WOW OF OTHERS WHERE NO CONTRACTUAL RELATIONSHIP EXIST). - PROVIDING BARRICADES, TEMPORARY POWER LIGHTING TELEPHONE SERVICES, ETC. AS REQ'D. TO COMPLETE WORK. - TEMPORARY UTILITIES, CONNECTIONS AND PAYMENT OF ALL UTILITY CHARGES DURING CONSTRICTION. - COORDINATICN WITH OWNER OR AGENT OF DELIVERY AND REMOVAL IF MATERIALS, EQUIPMENT, AND OTHER ITEMS TO / FROM SITE - REMOVAL OF TRASH AND DEBR16. PLACE IN DESIGNATED CONTAINERS AS DIRECTED BY OWNER /AGENT. REMOVE ALL TRASH FROM PREMISES. - ISSUE ALL ADDENJUI'MS, REVISIONS AND UPDATES TO SUBCONTRACTORS IN A TIMELY MANNER - ALL DRAWINGS. SPECIFICATIONS, AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAN THE ARCHITECTS FROPERTT. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGNAL DESIGN DOCUMENTS SHALL BE NOTED AND MAINTAINED FOR THE OWNERS RECORD COPY. ALL WORK SHALL BE LAID OUT TRUE. SQUARE AND PLUMB TO EXACT AND CORRECT DIMENSIONS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER/ ARCHITECT IN WRITING PRIOR TO PROCEEDING. THE ARCHITECT WILL ISSUE A DIMENSIONAL OR LAYOUT CORRECTION NOTICE. THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT DIMENSIONAL ERRORS. ALL MATERIALS USED IN THE PERMANENT C=TRUCTION OF TFE WORdK MST BE NEW AND UNUSED fUNDJ, FIRST QUALITY, FREE FRdM DEFECTS AND INSTALLED PER THE MANUFACTURERS RECOM eeATION9 FOR THE APPLICATION AT HAND. ALL LLORKIMANSHIP SHALL BE OF FIRST CLASS QUALITY. CONTRACTOR SHALL PROVIDE CUT -SWEETS AND SPECIFICATIONS OF ALL ITEMS FOR SUBMISSION TO ARCHITECT FOR APPROVAL PRIOR TO ORDERNG OR UNSTALLN PRODUCT MANUFACTURERS INDICATED IN SCHEDULES AND/OR ON PLANS WERE SELECTED BASED UPON QUALITY, STYLE, SIZE, COLOR ETG AND ARE NOT IN- TENDED TO RESTRICT THE COMPETITIVE BIDDING, PRODUCTS EQUAL TO OR N- TENDED TO BE USED AS SUWTI'NTES ARE SUBJECT TO ARCHITECTS APPROVAL IN WRITRG PRIOR TO PURCHASE OR INSTALLATICK ALL DOOR FRAMES TO BE LOCATED 5' TO 6' FROM ADJACENT PARTITION5, UNO. ALL DRYWALL PARTITIONS WILL BE TAPED, SPAKLED, SANDED, PRIMED AND PANTED W/ LEVEL V FINISH - (OR MATCH EXISTING - VERIFY W/ OWNER). CONCEAL ALL FASTENERS AND ATTACHMENTS FROM VIEW ALL DOORS 4 WINDOWS TO BE IMPACT RESISTANT AND COMPLY W/ ALL DADE COUNT' IMPACT AND WIND CYCLING TESTING REQUIREMENTS ('PGT' OR MATCH EXISTING). ALL INTERIOR WALLS THAT RECEIVE TILE MARBLE - TO BE BACKED W/ 5/8' 'DENS -SHIELD' OR EQUAL. ALL WALKWAYS TO BE SLOPED AWAT FROM HOUSE FOR POSITIVE DRAINAGE (MIN 2A). PROPOSED SHOWER TO NAVE 4' DEPRESSED SLAB. FOR W15TORIC STRUCTURES TWAT WERE CONSTRICTED PRIOR TO BIB, GENERAL - CONTRACTOR MUST BE 'LEAD SAFE CERTIFIED' AND MEET AND COMPLY WITH THE REQUIRED REGULATIONS OF 'EPA - RENOVATION, REPAIR AND PAINTING' WHEN RENOVATRG OR D15TURB MORE THAN 6 SQJARE FEET OF PAINTED SURFACE. CONTRACTOR TO PROVIDE PRICE FOR EXISTING HISTORIC HOUSE TO RECEIVE HURRICANE STRAPS FOR ALL WALL SILL. HEADER AND TRUSS CONNECTIONS ALONG PROPOSED WESTSIDE ADDITION. (NOTE: CONTRACTOR TO PHOTOGRAPH ALL STRAPPING AND ROGP SWEATWIWa NAILING PATTERN FOR OWNERS FUTURE INSURANCE PURPOSES). CONTRACTOR TO PROVIDE WIT C09T PRICE FOR i' APA EXT. GRADE PLYWOOD SHEATHMG AND P.T. 2 x 4 WOOD STUDS, TO REPLACE ALL EXISTING TERMITE DAMAGED IN EXISTING HISTORIC HOUSE (IF APPLICABLE ALONG EXISTING WEST91DE OF ADDITION). OWER SHALL REVIEW THESE CONSTRUCTION DOCUMENTS AND VERIFY THAT THEY ARE CORRECT AND COMPLETE PRIOR TO SIDDN6 AND START OF CONSTRUCTION. OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG+ WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TO ORDERING AND INSTALLATION. PAGE 1 OF 1 BOUNDARY SURVEY LEGAL DESCRIPTION: PARCEL ONE: PART OF LOTS 1 AND 2, BLOCK D, REVISED PLAT OF BLOCK D AND BLOCK E PALM BEACH SHORE ACRES (OCEAN BOULEVARD ESTATES), ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 38, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WEST LINE OF LOT 1, BLOCK D OF SAID PLAT, AT A DISTANCE OF 82 FEET SOUTHERLY (MEASURED AT RIGHT ANGLES) FROM THE NORTH LINE OF SAID LOT 1; THENCE SOUTHERLY ALONG THE WEST LINE OF SAID LOT 1 AND LOT 2 OF SAID BLOCK D, A DISTANCE OF 68.01 FEET, MORE OR LESS, TO A POINT IN A LINE PARALLEL TO AND 150 FEET SOUTHERLY (MEASURED AT RIGHT ANGLES) FROM THE NORTH LINE OF SAID LOT 1; THENCE EASTERLY PARALLEL TO THE NORTH LINE OF SAID LOT 1, A DISTANCE OF 208.55 FEET TO A CONCRETE MONUMENT SET IN THE GROUND; THENCE NORTHERLY AT RIGHT ANGLES TO THE PRECEDING COURSE, A DISTANCE OF 12.49 FEET TO THE CENTER OF THE WEST END OF A MASONRY WALL; THENCE EASTERLY, PARALLEL TO THE NORTH LINE OF SAID LOT 1 AND ALONG THE CENTER LINE OF SAID WALL, ALONG AND THROUGH THE PARTY WALL OF A BUILDING CONSTRUCTED NORTH AND SOUTH OF SAID LINE, A DISTANCE OF 165.38 FEET TO A CONCRETE MONUMENT; THENCE CONTINUE ALONG THE SAME COURSE, A DISTANCE OF 64 FEET, MORE OR LESS, TO THE WATERS OF THE ATLANTIC OCEAN; THENCE NORTHERLY ALONG THE WATERS OF THE ATLANTIC OCEAN TO A POINT IN SAID LINE, PARALLEL TO AND 82 FEET SOUTH OF THE NORTH LINE OF SAID LOT 1; THENCE WESTERLY ALONG SAID PARALLEL LINE, A DISTANCE OF 70 FEET, MORE OR LESS, TO A CONCRETE MONUMENT; THENCE CONTINUE ALONG THE SAME COURSE WESTERLY, A DISTANCE OF 170.38 FEET TO A CONCRETE MONUMENT; THENCE CONTINUE ALONG THE SAME COURSE WESTERLY A DISTANCE OF 202.25 FEET TO THE POINT OF BEGINNING. LESS THE FOLLOWING DESCRIBED PORTION THEREOF: BEGINNING AT A POINT ON THE WEST FACE OF THE FOOTINGS OF A MASONRY WALL IN A LINE PARALLEL TO AND 150 FEET SOUTH OF, MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF LOT 1, BLOCK D, OF SAID PLAT, SAID POINT BEING 199.65 FEET (MEASURED ALONG SAID PARALLEL LINE) EASTERLY OF THE WEST LINE OF LOT 2, BLOCK D; THENCE CONTINUING EASTERLY ALONG SAID PARALLEL LINE 8.9 FEET, MORE OR LESS, TO A CONCRETE MONUMENT, THENCE NORTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 12.49 FEET TO THE CENTER LINE OF A MASONRY WALL; THENCE WESTERLY, ALONG THE CENTER LINE OF SAID MASONRY WALL, 8.9 FEET, MORE OR LESS, TO THE WEST FACE OF THE FOOTINGS OF A MASONRY WALL; THENCE SOUTHERLY ALONG THE WEST FACE OF THE FOOTINGS OF SAID MASONRY WALL, 12.49 FEET TO THE POINT OF BEGINNING. PARCEL TWO: PARCEL LYING BETWEEN FORMER WATERS EDGE AND PRESENT WATERS EDGE. A PARCEL OF LAND IN SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 1, BLOCK D, REVISED PLAT OF BLOCKS D AND E, PALM BEACH SHORE ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 7, PAGE 38 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE SOUTH 00" 23' 19" WEST, ALONG THE WEST LINE OF LOTS 1 AND 2 OF SAID BLOCK D, 150.02 FEET TO A LINE 150.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SAID LOT 1; THENCE NORTH 89° 20' 59" EAST, ALONG SAID PARALLEL LINE, 208.55 FEET; THENCE NORTH 00" 39' 01" WEST, 12.49 FEET; THENCE NORTH 89" 20' 59" EAST, PARALLEL WITH THE NORTH LINE OF SAID LOT 1, 229.38 FEET TO THE FORMER WATERS EDGE OF THE ATLANTIC OCEAN AND THE POINT OF BEGINNING; THENCE NORTH 05° 27' 02" EAST, ALONG SAID FORMER WATERS EDGE, 55.83 FEET TO A POINT ON A LINE 82.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SAID LOT 1 (SAID POINT BEING 442.63 FEET EAST OF THE WEST LINE OF LOT 1 AS MEASURED ALONG A LINE 82.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF LOT 1); THENCE NORTH 89" 20' 59" EAST, ALONG SAID LINE 110.37 FEET TO THE PRESENT WATERS EDGE OF THE ATLANTIC OCEAN; THENCE SOUTH 14° 04' 10" WEST, ALONG SAID WATERS EDGE, 57.39 FEET TO A LINE 150.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SAID LOT 1; THENCE SOUTH 89" 20' 59" WEST ALONG SAID PARALLEL LINE, 101.72 FEET TO THE SAID POINT OF BEGINNING. PARCEL 3 EASEMENT INTEREST: NORTH LINE GF LOT BLOCK D 1 P.O.C. of c) REMAINDER OF LOT 1 Z s FOUND CONCRETE BLOCK D MONUMENT (NOTINCLUDED) NO I.D. P.O.B. PER OR.B.Mi. PG.1MI FOUND 1/2" = PARCEL 1 sXABEASEMENT S89°20'59"W 553.00'(D) 99' PER O.R B.7901, PG. tdd9 IRON ROD N89-20-59°E 230.93'(C) TO CCCL _ na BIDI _ - NO I.D. 30f 31N .., ,N I i w 0.2 48.6 1. a -- \,\y< DL �'ti'�' 5.6' BUILDING m 195 #1465 Q -GUESTHOUSE �I PARCEL T] CET 1 DUIPIaEry N 21.4 •SPA ( b �I n OPTIC i" t1i\lam 1. 1 9.9 7.Tr 109 IL I� C - H GUEST fi7��I N7.5' r' � 100. o _ �/ HOUSE d' 207 10t POOL" EOUIPPN .IJ,"N EOP M ,'- v'�i 22.3' '�-..3-'�i' I&5.98'101 227(C) � { cn 24 - L3 a 30"'� DDLZE 80.4'A ' jPPARCELIF N89°20'59'E 229.38'(D) SAUNl �M I zz.a' (NOT INCLUDED) I--1 .0' � 1 !UTILfTY ALE OF BUILDING IBx Fp O ALONG PROPERTY LINE I CORNER FALLS IN P.O.B! �, HTDPlJ9T °20'59"E 199.65'(D) CONCRETE PORTION EXCLUDED N89 Q FROt�1 PARCEL 1 489°20208.55(D) WALL OVERALL REN9AINDER OF FIRM 06 78 G061978 :4 a LOT 2 z BLOCK D j (NOT INCLLIDEDi m 1 �U "$ 8LOT; Pi W « BLOCK D 4 Q ® FOUND CONCRETE Z MONUMENT NO I.D. ./ L'i Lo poi N o m U,II m� �m RIGHTS AND BENEFITS UNDER EASEMENT AGREEMENT RECORDED SEPTEMBER 27, 1993, IN 0. R. BOOK 7901, PAGE 1448, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, PROVIDING A WALKWAY AND INGRESS AND EGRESS TO THE BEACH AREA AND ATLANTIC OCEAN. ABBREVIATION DESCRIPTION: O.R.B. OFFICIAL RECORDS BOOK SYMBOL DESCRIPTIONS: A.E. ANCHOR EASEMENT F.F. EL FINISH FLOOR ELEVATION (P) PLAT AIC AIRCONOITIONER B.M. BENCHMARK F.I.P. FOUND IRON PIPE F.I.R. FOUND IRON ROD P.B. PLAT BOOK PC. POINT OF CURVATURE Q=CATCHBASIN -o-=MISC. FENCE B.R. BEARING REFERENCE (C) CALCULATED FPK. FOUND PARKER-KALON NAIL IL LENGTH P.C.C. POINTOFCOMPOUNO CURVE =CENTERLINE ROAD O =PROPERTY CORNER A CENTRAL/DELTA ANGLE LA.E. LIMITED ACCESS EASEMENT P0.8. POINT OF BEGINNING PO.C. POINT OF COMMENCEMENT COVERED AREA g �'''" =UTILITY BOX CH CHORD (D) DEED I DESCRIPTION LM.E. LAKE MAINTENANCE EASEMENT MU MEASURED I FIELD VERIFIED P.R.C. POINT OF REVERSE CURVE ,xyy."EXISTING ELEVATION ��P `d, UTILITY POLE O.E. DRAINAGE EASEMENT O.H. DRILL HOLE O.H.DIW M.H. MANHOLE N8D NAILBDISK PT POINT OF TANGENCY RAN RIGHT-OF-WAY HYDRANT HM WATER METER DRIVEWAY E.O.W. EDGE OF N.R. NOT RADIAL N.T.S. NOT TO SCALE (RI RADIAL RADIUS S.I.R. SET IRON ROD ® =MANHOLE ® WELL WATER F.C.M. FOUND CONCRETE MONUMENT O.H.L. OVERHEAD UTILITY LINES T.O.B. TOP OF BANK U.E. UTILITY EASEMENT -,-=METAL FENCE -,.-=WOOD FENCE SURVEY NOTES PAVER-DRNMOSSING INTO RAN ON WESTERLY SIDE OF LOT. THERE ARE FENCES NEAR THE NORTHERLY SIDE OF THE PROPERTY. CCCL - COASTAL CONSTRUCTION CONTROL LINE 30 o Q � a ' FIRM 06 78 G06-B 1991 I 'o A I O 3 `O in .4. CORNER FALLS IN WATER t70'j0) I HM'W59'E 110.3T(D) PARCEL 2 ts.�,D1 sBv°2Bs9w mvrlDl P.O.B. CORNER PARCEL 2 FALLS IN WATER LINE TABLE LINE LENGTH BEARING Li 12.49' N00"39'01"W L2 8.90, N89"20'59"E L3 8.90, S89"20'59"W L4 12.49' S00"39'01"E CERTIFIED TO: THE AUCOIN FAMILY TRUST DATED MARCH 14, 2013; HOWARD B. NADEL. P.A.; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; PADULA BENNARDO LEVINE, LLP COMMUNITY NUMBER: 125102 PANEL: 12099CO981 SUFFIX: F F.I.R.M. DATE: 10/5/2017 FLOOD ZONE: X/AE FIELD WORK: 5131/2023 PROPERTY ADDRESS: 1465 NORTH OCEAN BOULEVARD DELRAY BEACH, FL33483 SURVEY NUMBER: 588571 CLIENT FILE NUMBER: 223-1074 REVISIONS SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT LB #7893 GENERAL NOTES REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID SERVING FLORIDA BY 1E LEGTHE DETERMINED. FENCE OWNENDICAT SIGNATURE AND AUTHENTICATE D,t`," WITHOUT ICAUTHEN ARAI RAISED ELECTRONIC SEAL,ORARAISEO EMBOSSED SEAL AND SIGNATURE. "� '. Nv 4"'' TARGET NW 2} ENCUMBRANCES SHOWNNTSHONONTHOT ABSTRACTED FOR EASEMENTS OROTHER RECORDED LANESCHOWN HEREONWERE NOT ENCUMBRANCES NOT SHOWN ON THE PLAT. 0 ELEVATIONS INOICATEDHEREON ARE IN FEET AND DECIMALS REFRENCEDTO NAND 1988 D THIS SURVEY HAS BEEN COMPLETED FOR A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE ENNETH -"' 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 F 3) LOCATED UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT DETERMINATION OF TITLE DEFICIENCIES. NO DESIGN OR CONSTRUCTION SHALL BE BASED UPON THISmeu"w"Y' GURVEV WITHOUT APPROVAL FROM TARGET SURVEYING PRIOR TO SUCH USE TARGET SURVEYING TM" CT T7]Z TL`�7TAT!"� i T !1 rJIJRVE Jltl G,LLC 04 PHONE (561)640d800 4) WALL TIES ARE TO THE FACE OF THE WALL AND ARE NOT TO BE USED TO RECONSTRUCT ASSUMES NO RESPONSIBILITIES FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. ;w " /SA9NEOf BORNE STATEPHONE(61) ( )2264807 STATEWIDE FACSIMILE 741-0576 BOUNDARY LINES. 5) ARE 101 IN SOME USTRATSTANCEIOGRAPHIC REPRESENTATIONS HAVE BEEN TSAGGERAT O TO MORE CLEARLY INRELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS ANDroR LOT LINES. IN ALL CASES. ,dd7�" pENNETH JOSBORNE (800) WEBSITE: ntlp:/Aargetsumong.net DCNLY IMENSIONS SHOWN PLAT AND HEED fi OIMENSIONSSNOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SNOWN. DIMENSIONS SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. ROFESSIONPl SURVEYOR ANO MAPPER-11 LEGAL DEBCFWT10N LEru OEJ•cpPTION Baer o Sara i aro ]. eiuc D. REvixD n.Ar n eLme D uo xerx a Pau eeaaa afDlr• Aa .� rccew BOWEVa1A EBTdiEN, ICLa1ARPG TO M PLAT TIEFEOF. Aa fEC4T®m N RJT BOCK 1, PILi Sa.6 M PIHI.ID IRCOTmb cP PaLN BF JI COMY, RORGA LYYG N ePL b, iCWWP 4 baaM, RMGE 4S E MID BEAD d Follae. BEGBNDGa roM M M AE9T LA.E OF LOr 4 ELOOC D 6 MD T. AT A OIBLLT EY 6 N fFET EOIlf1ER.T?Efel.?ED AT RCM ANYEv] F%x1 M NORiN LPE 6 WD LOr If TEMCE SOarAEJALT LLOAG M AEST LYE OP MID Lnl 1 AAID LOr ] OF MO BLG�c D, a pBTUYE OF aBe1 fE£I, OR LEll0. TO AIOYRN A LME PMNIEL TO MID TO BFEET MTEJir (YEAeIa AT RGNT ANOIEDJ FROM M NORaI LYE Q MID LOT la TIlAYC tAatO6T PARLLL6 TTHEAID NORM LRL C• SLOT l A DBTANCE Q ][•.Da IFFY TO d CdlCi£rE A'IClIfEYlr BET N M aKIYD. iAOCE NORaERT FT RGHr Y iE9 TO M Hd�DM3 COIA6E. A DIDTANCE Q 243 WLT TO M CEMR Q M W2T EJID Q A HABRIIei WALL. TNOJCE EADTERLT, I -TO M NORM LRE 6 BUD LOT I MO ALOIG M CENTER LRF OF MID YInSLL. ALO+G Am TI3'AYaN M PARrt YILLL OF A. CRMTRICIED NORM MID BOYtN 6 MO LRE A ObTUYE 61eaY FEET TO A COIYRETE xpNaEMf TfNCE CCNTNE µDNS M aare CCUY.SE A DBTANCl� CF YI x£Er. HMI£ OR LES>, TO M uwTEAa oP M Anwnc o�Axf norms NORRE1PLr wnrG M uuTE1e w M aTLAMIc OCF ul ro A rotor N suD LAE, PARALLEL TO MJD a FEET bOaM CF M NORM LDE W MID Lor N T43ICE AEBIERLr ALGG MID PARALLEL LNE, ♦ DISTAL OF re FEET HOIH OR LEaa, TO A CCTICRbTE YpNEQIrf Tp.A� COM-'— dWG M SUE COLASE I BTERLT, F DMTANCE CF M3e FEET TO d CONCRETE x'IClAfE]!r. LIETCE CdTYEE KCNG M BdFE COLRSE IIEarDLLY, A DUTNIC[ A Tm]a PEEL TO M roM CP BGMIIIIG LEBD M AOLLdlR1G DFJYJaBED roRTC11 rltMlfi BELYEIYG AT ♦ FOY]f au M vEDT F•^s Q M IOOTIIY.D Q A MaBWtr WALL N A LPE PMUIEL TO YID Bo FEET SWM1I6, xEAD1ItD AT RGM ANu cF TO, M NORM LAE 6 LOT J IXnCK D, 6 MJD PLAT, RAID roM EEIG MAb fEET a'FA•1!✓ED ALOG MW PARALLEL LAEJ EIDIEW.Y CP M WEST LYE OF LOt x, BLOCK D. INBYE CONTAUAY. EbiERLr ALLlG Mm P/FALLEL LRE BD FEET, tO1E oR LEBb. r0 A CPICiETE nnaYErrt. TENCE NORDEID.r AT RGM ANfiES TO M Le L DE F sAx, CPNSE oA9 FE£r M CIXIER LY! Q AnAenarr W W.f TN932 YIB,LRLr. ALCNb M CIXIR LB! OP MID MA6ttlR YW.L, 0.a FEET ACRE OIY LGY, TO M YEBT PACE O• M ITJOTYCd Q A NASOIRT WALL. TOLE SCaMRLT ILOG M AEST FACEWMFWi ob6tom11aBPRT UW1, v.H FEET rOM roM LR BFG RalAG PAR�L FOB PARCEL LTIIYa BEIYEEN TOWER WATERS EDGE AAO PI �M WATEW EASE OF LAND MaECTION b,TWNSHIPY SWaL RUY 43 EA�.T. PaIfT BEACR COWfY. FLOWDA DESCWBB➢L9 PQ1Ole. Cf]'A'EJICE AT M NORTNIEBT cO1aER OF LOT L FLOCK D, RENBED RAT 6 BLOCXD D MID E PALH eEAa eAa1� Aera£D, aurorc To ruE RAi Tr�sF RPcamm N RAr BOOK r. PACE ae pF M PInLe .Y.fl BERG COWTY, RORIOAf TIfYCE BdJIH to ]S' 9' AFbn ALOTG M AEDT LRE [i LOTb I MO x 6 MID BLOT D. Beb] IEET TO A LRL D000 xlET IXARN O •NA PPRALLCL AAiAI M NORM LIAR Q MID LOT If TFH� NORIN e3 xe' S3' Ebi, LLOG MG PAR.VJ.EL LYE. ]ea.95 i££h TOICE NORIN m SD' el' AEBr CA9 FEETf » ]C aa' EADT. PMALLEL WIII M NORM LME or MID LOT L nSBa TQT ro M IaRE1A W4TER3 F]JGE OF M AT.ANTIC OCE.W .Rb M roM OF BEORNRGf TIENCE NORM TO A M I T' W' ENT, ALCRG bAID FORER WaTER3 EDGE. DDN FEET roON A LYE 6]0D FFM BMN W MD PaRLLLEL WTI M NORTH LNE 6 MG LMT I fMb roM BERG 44L3 TEST EMT I M YESr LYE OF LOT I ID x EA T. A s A LYE a]be I BORN tom PARALLEL ANH M NORM LYE F LOT Ito TF E NORIN B4 xH fB' EAST OLOIL. bYD LRE roST Ri£r r0 M PI86BIT uldlEAD EDGE W M dTLANIIC OCEdW THFxLT aORN H- e4' b' WEbr. FLCNS MID W4lF1aA FDtB, aT3D FEET A LK Debe FEET DOUN ar dND PARW.EL WTH M NORM LRL Or DUD LOT I. T•NCL DaIIAI e3. xe' BD' uEDi BLOW MN PARdLLEL LRE, bLT] R>:1 TO M MID roM of BEGAJIAL3 P.UYEL ! EASQEM MIETE91. RGHI6 MID BEx.6rtB IIDER EABFrEM I6 IITF]Ir IffCORDED BEPIExEER T. B4A. N BDOK'lael. 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N VICINITY MAP (D 460B6 LDT AFEA DT Wn EFFECTIVE LOT AkA 2I N}rL FAA. CALCAATK= E)QSTNG DEMO NEW PET IFL FLOOR LNAG 2AT qn u qn. 2200,1 ce— or B' IDalplPl W T4 ROq! LNBG 4BA} qJL NA 1^11} Fqn Yd FLOOR qr. COVv® POwa!e H] uyt N4 H] qT.L }.n F1mR eoeReD roR0E9 AUNMG93' I BCRE@I BCL . ew Nd NA NA BTe qrL w Bse qn. ELB IBOIN GWC6T Hate} xpn px BI .qn. NA }xe qTL GRaee FLOOR Afa}A. .B]] fqn BI fyfL AT Wn ,51 q.M1 TOTAL FLOOR FLOOR AREAS exl q0 PRO LYFD . eB B ALI.lw' }pEbp n y eAeO qIL wtam a aB B}B q,L TOTAL ALLWMALE FAR k- qx TOTAL HAI®BCN'E AREA. Axe qx REa1IRm LANpBGYET40W OF lOr) BAY! qx xTIAL A LANDBCM® bpYs �qx NOTED W Ill S Q B tO U z architect, planner and w designer 1045 East Atlantic Ave. Suite 303 Delray Beach; Florida 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR IRP15IN TIRAI BIDS PERMIT BaB2m4 CONSTRUCTION PROJECT TITLE PROPOSED SINGLE FAMILY RENOVATION/ ADDITION u z a 1465 N. OCEAN BLVD w GULF STREAM, FL rc W REVISIONS N W W Q N H a u z w w V W S U Q we DRN 0 Nar FOR""WIWTEK W IT HAB SEEN'56um FLTB Golm. WAL l7 OLY. A}DrVR Ii�LMBIBRY F4BCBG y QLT. Y FILE NUMBER 103A100 w n � DRAWING TITLE W PROPOSED S SITE PLAN F- Z W V DATE DRAWN BY 11.05.23 I GE ~ JOB NUMBER 20231103 DRAWING NUMBER A1.00 nVE EXISTING GROUND FLOOR PLAN 00 SCALE: 1 /8" = 1'-0" (FOR REFERENCE ONLY) (IN NOTES: I. DO NOT SCALE DRAUINO51 2. RELD VERIFY ALL DIMENSIONS, 3. CONTRACTOR TO VERIFY ALL EXISTING CGNDITIONS, AND NOTIFY ARCHITECT IF ANY DISCREPANCY U/ DRAUIW5. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX architecture, planning and design 1045 East Atlantic Ave. Suite 303 Delray B... h, Florid. 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR ARPB&&MAL BIDS PERMIT 01 =4 CONSTRUCTION PROJECT TITLE EXISTING SINGLE FAMILY RENOVATION/ ADDITION 1465 N. OCEAN BLVD. GULF STREAM, FL REVISIONS LU U w i U K Q TW3 DRAUNS 6 NOT FOR f Tmuc RDµ SEEN R W BRUED FOR aoaFSarENTAL RE Ell ANDA PRELIM A RRICDG LL OLY. O FILE NUMBER w 103A200E D_ DRAWING TITLE W EXISTING GROUND W FLOOR PLAN (FOR REF. ONLY) 0 0 DATE DRAWN BY `D 11.05.23 I GE G ~ JOB NUMBER m 20231103 DRAWING NUMBER A2.00E N O FROP e DRIVE TO MATC 01 SCALE: 1 /8" = 1'-0" W GUEST HOUSE AREA CALCULATIONS: GROUND FLOOR A/C 685 S/F I -CAR GARAGE 318 S/F EXISTNG COVERED ENTRY 101 Si GROUND FLOOR AREA UNDER ROOF 1,114 S/F MAIN HOUSE AREA CALCULATIONS: GROUM FLOOR A/C 2.200 S/F EX15TNG COVERED ENTRY 42 Sir GROUND FLOOR AREA UNDER ROOF 2,242 Sir SECOND FLOOR A/C ]-IQ SA-- EXISTING PRIMARY BALCONY EXIBY NG ROOF DECK is S/F Ill S,F SECOND FLOOR AREA UNDER ROOF 1,342 SiF THIRD FLOOR A/C 306 S/F EXISTING ROOF DECK 324 S/F THIRD FLOOR AREA UNDER ROOF a— S/F TOTAL FLOOR AREA LDER AC 304851 TOTAL FLOOR AREA LDER ROOF 3,BW Sir SHADED AREA INDICATES EXISTING HOUSE TO REMAIN 'A9 IS, NOTES: I. DO NOT SCALE DR IJINGSI 2. FIELD VERIFY ALL DIMENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY AR6HITECT IF ANY DISCREPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX 6 w _m x O K IL U z architecture, planning w and design u W 1045 East Atlantic Ave. Suite 303 = Delmy Beach, Florida 33483 QTEL 561-276-6011 FAX: 551-276-6129 ISSUED FOR ARPBEU15V RAL BIDS PERMIT GIID20)4 CONSTRUCTION PROJECT TITLE PROPOSED SINGLE FAMILY RENOVATION/ ADDITION u z a 1465 N. OCEAN BLVD w GULF STREAM, FL W REVISIONS LU W Q N x Q U Z W u W 2 U K Q TNS DRAWN'SN7f ROR CRSIR1C11R1 W R V144 AND 85ID ROR ART F FN(AL l7 R Y. AIDNR F'f�1nN4RT PRXAY LL (M Y. O FILE NUMBER w 103A200 0 � DRAWING TITLE W PROPOSED GROUND W FLOOR PLAN U O DATE DRAWN BY `D 11.05.23 GE a JOB NUMBER �n 20231103 DRAWING NUMBER c A2.00 O mm I I 1 L------------- I -------------------------------------'---� I i -- T...---------.--- ----I --- — II II ":.--------------. _ --- — — — — — — — — — — EXISTIN A S _ I GAS FIREPLACE II 11 ..: _:II . ,.II • _. II '. -. - _ i _ .. ... ).. - T]"C, EXISTING m 9,1T i 3.00 • EXISTING. 1 j EYISTING EXW G WIC EXISTING PRIMARY BEDROOM (. PRIMARI'BALCON' rto IcnnM ae lel s I I.0 I I � -- -----------I--------_-- —-----------------------�-- --- -- _— -- — �I I K I I BEE PFOR SED PLAN FNEIV ELEVATOR iOI1.ERJ I ATHR(1O =..e 1 N EXISTING SECOND FLOOR PLAN .01 SCALE: 1 /8" = V-0" (FOR REFERENCE ONLY) NOTES: L DO NOT SCALE DRAWINGSI 2. FIELD VERIFY ALL DII'IENSIONBI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF MIT DISCREPANCY W1 DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX 5 architecture, planning and design 1045 East Atlantic Ave. Suite 303 Delray Beach, Florida 334a3 TEL. 561-276-6011 FAX: 561-276-6129 ISSUED FOR ARPSf/HMRAL BIDS PERMIT VW2W4 CONSTRUCTION PROJECT TITLE EXISTING SINGLE FAMILY RENOVATION/ ADDITION a 1465 N. OCEAN BLVD B GULF STREAM, FL W REVISIONS w Of w Q N x l7 J Q zz ie w Ux K Q TW9 DR.,46 6 wIv FOR CzNSTm O" W It W 0m LS1IID RJR COr4d1 & 0 NIVIBU ANWOR PFE HIN PR$CW. LL RLT. FILE NUMBER w 103A201E D � DRAWING TRLE W EXISTING N SECOND W FLOOR PLAN (FOR REF. ONLY) 0 DATE DRAWN BY `D 11.05.23 I GE <� Q JOB NUMBER 20231103 O DRAWING NUMBER A2.01 E O nvl AT NEEC GARAGE U I I 2 A3.01 N PROPOSED SECOND FLOOR PLAN J) A2.01 SCALE : 1 /8" = V-0" GUEST HOUSE AREA CALCULATIONS: GROUND FLOOR A/C 68s S/F I -GAR GARAGE 318 S/F EXISTING COVERED ENTRY 107 S/F GROUND FLOOR AREA UNDER ROOF 1,114 S/F MAIN HOUSE AREA CALCULATIONS: GROUND FLOOR A/C 2,200 5/F EXISTING COVERED ENTRY 42 S/F GROUND FLOOR AREA UNDER ROOF 2�242 SAF SECOND FLOOR A/C 1r342 S/F EXISTING PRIMARY BALCONY EXISTING ROOF DECK 15 S/F 112 6i1F SECOND FLOOR AREA UNDER ROOF )A42 SR THIRD FLOOR A/C 306 5/F EXI5TING ROOF DECK 324 S/F THIRD FLOOR AREA UNDER ROOF 506 S,F TOTAL FLOOR AREA UNDER AC 3g48 9iF TOTAL FLOOR AREA UNDER ROOF 3,880 S/F SHADED AREA INDICATES EXISTING HOUSE TO REMAIN 'AS IS'. NOTES: I. DO NOT SCALE DRAWINGSI 2. FIELD VERIFY ALL DIMENSIONS) 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY DI5CREPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX w m i 0 K 0 U architecture, planning and design u w 1045 East Atlantic Ave. Suite 303 = Delr.y Be.ah, Florid. 33483 U TEL 561-276-6011 FAX: 561-276-6129 W ISSUED FOR ARFS`JEt9 A- 0 BIDS Z 0 PERMIT 0DD1014 N CONSTRUCTION W n PROJECT TITLE PROPOSED SINGLE FAMILY RENOVATION/ ADDITION L] a 1465 N. OCEAN BLVD GULF STREAM, FL UD REVISIONS UD W Q N _ l7 Q U W U Q tuts DRNUlG Is uoT wR r�StRrnay W R HAS B®! L4Alm FLR fi0„EB.FIENfAL l7 livI811AW/OR FREIMNARY PRLAY GTLT. O FILE NUMBER w 103A201 D_ 0 DRAWING TITLE w PROPOSED N SECOND W FLOOR PLAN U O 0 DATE DRAWN BY c0 11.05.23 I GE Q? JOB NUMBER 0 20231103 DRAWING NUMBER O A2.01 - � I � I L-------------- I- ! I i I I I I I I 1 I 3.00 I I 7 I -- --— — — — — — — — — — — ----- '------- — — — — — — — — — — — — — — — — — — — -- a SEE PROPOS PI -MI FOR NE .I ELEVATOR T( IE3 N EXISTING THIRD FLOOR PLAN 02 SCALE: 1 /8" = V-0" (FOR REFERENCE ONLY) NOTES: I. DO NOT &GALE DRAWING51 2. FIELD VERIFY ALL DIMEN51ON51 3. CONTRACTOR TO VERIFY ALL EXIST INCa CONDITIONS, AND NOTIFY ARCHITECT IF ANY DISCREPANCY W/ DRAWWSS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATION5 ARE APPROX. architecture, planning and design 1045 East Atlantic Ave. Suite 303 Delrq Beach, Florida 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR ARPBSISt A- BIDS PERMIT VW=4 CONSTRUCTION PROJECT TITLE EXISTING SINGLE FAMILY RENOVATION/ ADDITION a 1465 N. OCEAN BLVD GULF STREAM, FL N REVISIONS w IV W Q V) F- 2 U J J Q d y U w 2 U 0_ Q iV69 DRAWLY IS NOi FOR CQ151R1aT01 W R Wl9 BEB! L991�D FQt GOVEIdfENTAL RYBII AwroR PFE1nNART PRILDG GILT. FILE NUMBER Of w 103A202E n DRAWING TITLE W EXISTING 2 N THIRD W FLOOR PLAN (FOR REF. ONLY) 0 DATE DRAWN BY `D 11.05.23 I GE 4 ~ JOB NUMBER 20231103 am DRAWING NUMBER A2.02E O am .. ---__ ---- I --------__--_----__---J ---=------------------------------------ A3.00 I A3.o0 _ .I I �r , t I — I = r---------------------------4------------------------------------------ -= ---------- II r-------1 I I I u I L--------J PR7POSEDNEW IAIil N(Y iRfI:L ELEVATOR fS ii [43 SI----------------------------- , J" I I 2 A3.01 ...,..—_—_...—__—_---_®__®__—__- N PROPOSED THIRD FLOOR PLAN A2.02 SCALE : 1/8" = 1'-0" architecture, planning and design u W 1045 East Atlantic Ave. Suite 303 = Delr_ Beach, FII 33463 U TEL 561-276-6011 QFAX: 561-276-6129 U1 ISSUED FOR AWS 101TI L BIDS Z Q PERMIT 01102014 tD Ln CONSTRUCTION i LU z Im Q I W 0 GUEST HOUSE AREA CALCULATIONS: GROUND FLOOR A/C 68S SIP I -CAR GARAGE EXISTNG COVERED ENTRY 31B Ste I0T SA' GROUND FLOOR AREA UNDER ROOF 1,114 SF MAIN HOUSE AREA CALCULATIONS: GROUND FLOOR A/C 2,2M S/F EXISTNG COVERED ENTRY 42 S/F GROUND FLOOR AREA UDDER ROOF 2,242 SA SECOND FLOOR A/C 1_42 SF EXISTRNG PRIMARY BALCONY EXISTING ROOF DECK l5 S/F n2 SA - SECOND FLOOR AREA UNDER ROOF 1,342 S,F THIRD FLOOR A/C 308 S/F EXISTNG ROOF DECK 324 8,F THIRD FLOOR AREA UNDER ROOF 3— S/F TOTAL FLOOR AREA UNDER AC 3$4B 9iF TOTAL FLOOR AREA UNDER ROOF 3,090 SiF SHADED AREA NDICATES EXISTING HOUSE TO REMAIN 'AS IS' NOTES: L DO NOT SCALE DRAWING51 2. FIELD VERIFY ALL DIMENSIONS,] 3. CONTRACTOR TO VERIFY ALL EXISTNG CONDITIONS, AND NOTIFY ARCHITECT IF ANY D15CREPANCT W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. PROJECT TITLE PROPOSED SINGLE FAMILY RENOVATION/ ADDITION a 1465 N. OCEAN BLVD w GULF STREAM, FL W RENSIONS W W Q N 2 l7 Q U Z ry U W 2 U Q 1 DRNRIY SN FOR CO51R ... w R N49 ell t9dEo FOR lOrIIMffNfAL to REY®I AN)/OR PR:LMNARr PRICSY LL ALT. Q FILE NUMBER LU w 103A202 � DRAWING TITLE W PROPOSED THIRD W FLOOR PLAN U O 0 DATE DRAWN BY `D 11.05.23 I GE Q= ~ JOB NUMBER 20231103 O DRAWING NUMBER A2.02 O RAISED PORTION ME N EXISTING ROOF PLAN 1�21Y3 SCALE: 1/8" = 1`0" (FOR REFERENCE ONLY) NOTES: I. DO NOT &GALE DRAWING91 2. FIELD VERIFY ALL DIMENSICN51 3. CGNTRACTOR TO VERIFY ALL EXISTING CGNDITIONB, AND NOTIFY ARCHITECT IF ANY DISCREPANCY W/ DRAWING&. (SEE GENERAL NOTE&) 4. ALL AREA CALCULATION& ARE APPROX architecture, planning and design 1045 East Atlantic Ave. Suite 303 Delray Beach, FloNda 334a3 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR Af3 &ZM Al - BIDS PERMIT O W2024 CONSTRUCTION PROJECT TITLE EXISTING SINGLE FAMILY RENOVATION/ ADDITION 1465 N. OCEAN BLVD. GULF STREAM, FL REVISIONS w x U Q TIE DR4LL Z NOT FOR mISMICTIOL W IT HAS B mauc) FOR f-0YER AL 3 FEYELI ADNR PRE. HK4RY FROND QLT. FILE NUMBER w 103A203E n DRAWING TITLE. W EXISTING x ROOF PLAN W (FOR REF. ONLY) 0 O DATE DRAWN BY `D 11.05.23 I GE C ~ JOB NUMBER N 20231103 DRAWING NUMBER O A2.03 E RAISED ROOF AT NEW GARAGE v1 N PROPOSED ROOF PLAN Az.03 SCALE : 1/8" = V-0" (1) NOTES: I. DO NOT SCALE DR41IING61 2. FIELD VERIFY ALL DIFIENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY 0I5CREPANCY W1 DRAWRRCaS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATION6 ARE APPROX. w m i O of d) U architecture, planning g and design 1045 E-t Atlantic Ave. Suite 303 Delray Beach, Florid, 33483 TEL- 561-276-6011 FAX: 561-276-6129 ISSUED FOR A &Jl tIITAL BIDS PERMIT O11o1ot4 CONSTRUCTION PROJECT TITLE PROPOSED SINGLE FAMILY RENOVATION/ ADDITION 1465 N. OCEAN BLVD. GULF STREAM, FL REVISIONS w x U Q nus oRwor, B RJf roR raslalcnnt W R IV.S S®1 UJED FOR ARY PRICM �7 REvel aoroR rRELnwxr FRIccG OLT. O ) FILE NUMBER w 103A203 B � DRAWING TILE 'PROPOSED x N ROOF PLAN Z w u 0 DATE DRAWN BY `D 11.05.23 I GE <� v JOB NUMBER 20231103 iD DRAWING NUMBER N A2.03 O r-------- II I I � 1 I _.. _ I TOP GF PARAPET ,� TOP OF ROOF DECK — � ELEV. • ]3'-4' A.FF. ,� TOP OF WMDOW9 -Y ELEV. • ]b'-5' AFF. — I A FIEP.N RLCF NEGMr I" I TOP CF 3RD TOP OFTOP OF BEAM ( BOOR FMIBH ELEvy tp'_I• AFF — B � I D ... I ELEV. • i0'-I' AFF. TOP OF l TOP OF hID I I Il'm-b'�AFF. 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L------------------ �21 EXISTING WEST ELEVATION A3, DOE/ SCALE: 3/16"=1'-0" (FOR REFERENCE ONLY) Ci w IL O IY tD U z architect, planner and Ie designer W 1045 East Atlantic Ave. Suite 303 = Delray Beach, Florida 33483 U TEL 561-276-6011 FAX: 561-276-6129 I ISSUED FOR ARRIII&MMAL I BIDS I PERMIT ow=4 CONSTRUCTION PROJECT TITLE :PROPOSED SINGLE FAMILY RENOVATION/ ADDITION u a 1465N. OCEAN BLVD LU GULF STREAM, FL W REVISIONS W Of w Q N I J Q U Z W F U w x U Q TNI9 DRNMtJO KNOT FOR OONBTRICTIW W 0 IT NAB BE9! Lam FOR IOrFT WAL REVO A`V/ PRIHNART Tid m LL O ALIT. FILE NUMBER w 103A300E � DRAWING TITLE W EXISTING x ELEVATIONS w (FOR REF. ONLY) U O 0 DATE DRAWN BY `N 11.05.23 I GE ~ JOB NUMBER NOTES: 20231103 �_ DRAWING NUMBER L DD N°rbuLe oanm+a+� rIELD vERPr a.L Devnlouei [iT.'IRAGroR r° vBeRr Au '' ExbrN3 raNDmoxb, AND Nmrr aNI E<T DIBC 0 PANCT Y RAYRGb. (GBC 6BETAL NblEB) . 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TOP OF WMDCUB - � ELEV. • 6'-10' AFF. -PROP09ED DECORATIVE GARAGE 2 PROPOSED WEST ELEVATION A3.00 SCALE: 3/16"=1'-0" TOP OF CheCIdJD FLOOR CONCRETE 9LAH9LAB - Y ELEV.• ELEV1.0 AFF. . • bID' AFF. z � h't t I d are ec , p anner an designer 1045 East Atlantic Ave. Suite 303 Delray Beach, Florida 33483 TEL 561-276-6011 FAX 561-276-6129 ISSUED FOR AWS&SH AL BIDS PERMIT 0102024 CONSTRUCTION PROJECT TITLE PROPOSED SINGLE FAMILY RENOVATION/ ADDITION 1465N. OCEAN BLVD. GULF STREAM, FL REVISIONS I Q T ,i LNLNIOY B Na, FOR CaNsTRICTGN W R w B®l LY91® FOR 50YETd1fNTAL l Ilml A DoR FAELHNARY P.mm ONLY. O FILE NUMBER w 103A300 D � DRAWING TITLE PROPOSED x ELEVATIONS ELEVATIONS Z w U O 0 DATE DRAWN BY `D 11.05.23 I GE a JOB NUMBER NOTES: N N 20231103 oo Nor xa.E DRAuuGel FIND vERPT ALL Dng!aioVel O DRAWING NUMBER - a. cwtRacroR ro vEwlrT Au oOeA��aren cceaman..wo N� Die T°���°�� A ALL AREA CALDll.4nONe ARE APPEO% — v � A3.00 O TOP OF GRGND 0.00R ,L COVCREtE 9LAB ELEV. WID' AFF. �SEE PROPOSED FLCOR PLAN FmR NEW GARAGE FNTRNYE. ----------- I I I I: TOP OF BEAM � - . ELEV.. A'-B' AFF. I I I I TOP cF wlNDwn I ( I I I 1 I I I I tOP OF GROMm FLOOR I I A 1x.CREtE BLAB r ELEV.. IBD' AFF. I I I L---------� r--------- I . I I I I BEE ED BOOR PLAN I IIIIIIIIII EEATI— FOR NEW ELEVATOR — OOF B'RPFT . IITOP OF ROOF DECK F ELEV. • ID'- •AFF. TOP OF BEAM ELEV. II'- 'AFF. tOPOF Wa�'-. ELEV.. 'AFF. TOP CF GROIddJ FLOOR TOP OF GROIFID ROOK A CONCRETE SLAB ONCFtlE BLd.B ELEV. so-- �AFF. 0' AFF. ELEV.. I6ID' AFF. ELE, bID'AFF. EXISTING NORTH ELEVATION A3.01 SCALE: 3/16"=1'-0" (FOR REFERENCE ONLY) ,L TOP 6 PARAPET � ELEV. • 31'-I' AFF. �� TOP OF ROOF DEIX _ ELEV.. IY 9'-4' AFF. A. TOP OF WRIDOYB — � ELEV.. ]T'-I• AFF. TOP OF 3RD A RCOR FMISH _ TOP OF lND FLOORROOR WROCIUS ELEV.Y i1'-6' AFF. — TOP OF GROWD FLOOR TOP OF GROIFJD R.COR CONDF£1E BIABd.AB A c1JNCREtE BLAB _ ELEV..Y m'-m' AFF. ELEV.. O'-m' AFF. ELEV. • YD' AFF. ELEV. IBD' 4FF. I I I I 1�J I I I L-------- 2 EXISTING SOUTH ELEVATION A3.01 SCALE: 3/16"=1'-0" (FOR REFERENCE ONLY) ELEV. II'-B' AFF. ..... A TOP CF WMDOJB TOP OF GRQlID FLOOR _ _ _ A CONCRETE BLAB ELEV. • NaID' AFF. SEE PROPOSED — FLAN , ELEVATION FOR NEVI ELEVATOR - �TOP CF RIDGE F1EV. ]B'-5' AFF. ,�T_O�P�LF SEMI — ELEv.Y ]I'-p• AFF. _ ,L TOP OF WIImWB TOP DF hID —__A FLOOR KNISH YY ELEV.. D'- 'AFF. architect, planner and designer 1045 East Atlantic Ave. Suite 3D3 Delray Beach, Florida 33403 j TEL 561-276-6011 FAX: 561-276-6129 I ISSUED FOR A SVI1117TAL BIDS I PERMIT OLIO2014 CONSTRUCTION PROJECT TITLE PROPOSED SINGLE FAMILY RENOVATION/ ADDITION 1465N. OCEAN BLVD. GULF STREAM, FL REVISIONS W U w TOP GF GROLFID FLOOR F- x V A CFJCRETE SLAB Q ELEV.. IBD' AFF. IT DRAWAG B NDf FOR I:R51RY1IW W R ILA4 EE4! Pl FOR 41er P EM l� IiVBU AIDAM REIMNNET FWCSG GILT. FILE NUMBER W 103A301E 0 � DRAWING TITLE W EXISTING ELEVATIONS W (FOR REF. ONLY) 0 DATE DRAWN BY `D 11,05.23 I GE a JOB NUMBER NOTES: m 20231103 P L SNOT •"0 �"•I f. FIELD rERPT ALL DA'NBIONBI DRAWING NUMBER — T tdtleACtge M vBeTT ALL Fx�µBt �m.D�TIONB, AIID NaTF'T — V o A3.01E TOP OF BEAM ELEV. • A'-b' AFF. ,L tOP GF WAdJOW9 TOP OF GROIFI7 FLOOR ,�� NGRETE BLAB E1Ev.Y 0'-m' AFF. ELEv.. bD' AFF. ,L TOP LF BEAU � ELEV. • 9'-D' AFF. tOP OF GRGTlID BOOR A. CONCFEfE 5LAB _ � ELEV. • 0'-0' AFF. ELEV bID' AFF. BEE ELEvan GARAGE TOP OF RIDGE _ _J - tl tl Y G tT ®_..� ....._ BE£ Neal FLHEED PLOOR RAN FOR NEW vargz 0 0� 1 P L� TPEOF IR.D OORE L-------� _ TOP OF BEAR -A ELEV. • IY I'-b' AFF. 'Y TOP OF ROGF DECK ELEV . Im'-b' AFF. L �toP of wemaw ELEV.Y T' m• AFF -- TOP OF GROUd7 RCOR TOP OF GROMW BOOR A CONCRETE BLAB ..... -... -. ....... ...- � CONCRETE BLAB � EI.EV. • 0 -m' AFF. m' AFF. ELEV.. 16ID' AFF. ELEV . b0' AFF. PPOPOs.ED BOOR R.W � CN9 FOR NEW WALK-M-CL09Ef EN}RAlCE PROPOSED NORTH ELEVATION A3.01 SCALE: 3/16"=1'-0" ,L TOP 6 PApAPEi � Fl -V. • 31'-I' AFF. TOP OF ROOF DECK ELEV. • i9'-4' AFF. -. TOP OF W,L— ELEY. TOP OF 9RD RCOR FB119N _ ElEV. ]m'-I' AFF. TOP OF ]ND ROOK WIlmOIIB _ ELEV A TOP OF PoCGE ,L TLP OF BE6 TOP OF ]ND - � ELEV. • II'• 'AFF. � RCaR FWI D ElEV. • Im'- • AFF. A TOP OF WMDOYB - � ELEV. • l'-m' AFF. DECORATIVE PARAPET TO PROP09ED ELEVATOR FROP09ED DECORATIVE ALllt FA-IIfTER9 TO MATCH EXI9reG. - \i\ \\ TOP � CrPoCIND BOOR TOP OF GRdbID RCYIR CLl1GREfE BI.ABBIf+B A CDNCF�TE BLAB JIJ—�tL ELEV. • bD' AFF ELEY. • bD' AFF. 2 PROPOSED SOUTH ELEVATION A3.01 SCALE: 3/16"=1-0- O w m O K 0_ dl V architect, planner and rc designer u W 1045 East Atlantic Ave. Suite 303 = Delray Beach, Ficuida 33493 U TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR A"B BDKRAL BIDS PERMIT OW2014 CONSTRUCTION _.AOVOF I� TEOEO1BI ,L TOP OF WRIDOLLB ....._. . -� ELEV. • T'-m' AFF. TOP OF GROIlm ROOK A ecNCRETE 9LA8 ELEv - ICID' AFF. PROJECT TITLE :PROPOSED SINGLE FAMILY I RENOVATION/ ADDITION ,L TOP OF RIDGE - � ELEV. • ]b'-B' AFF. oPCFaEw u Q 1465N. OCEAN BLVD. GULF STREAM, FL _ A TOP CF WRIDCUB 'AFF. W ELEV. • I9'- REVISIONS 0 W Of W � TW OF IMa - ROd2_�A�� FMI6N ME, • Q'-b' AFF. x 'V J Q U Z_ W U W H TOP OF GRCMm FLCOR x A CONCRETE BLAB __ ..... .... -� ELEV. • m'-m' AFF. ELEv. IA • D' AFF. Q ifl9 DRAIlEN FOR CDGTRCtI& W l� FD FOR WrIIMffNfAL R VIE BEEN mum REVBIINDAaR PFELMNARf PRCPYa O OIIT. 1- nUE NUMBER W 103A301 � DRAWING TITLE W PROPOSED x N ELEVATIONS Z W F 0 OAT' DRAWN BY `D 11.05.23 I GE a JOB NUMBER NOTES: M 0 20231103 Iri 1 DD Nor ec•u.E DRAUIRaeI 2. Fl -- VERlT AI.L DRElIBIONbI Fe- DRAWING NUMBER - �. cwnRAcroR To wRIFr AL.L oaern; r�ral�wn, a-D NDrcT RAW A. (BIE GBEI..L NOIpB) a- 4 ALL AI¢A CaLaILLATIGNe A!@ M'K x. N O N A3.01 O tl SINGLE FAMI I' Y RENOVATION -ldl- 41&�;kdk WEST ELEVATION XE architecture, inc. SINGLE FAMILY RENOVATION TH we&t 0 moor popp- '4� WEST ELEVATION M 9 9= architecture, inc. 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O u Cd O u O � w a-1 u u ,cu Lq > CA CU v 14-4 o M O 4 N c M � cow v 04 N to N z � v v Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA ►` RECEIVEp,4 JAIL 10 2024 APPLICATION FOR DEVELOPMENT APPROVAL Town of Guff Stream, FL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File # PART IL GENERAL INFORMATION To be completed by all applicants. A. Project Information LA.1. Project/Owner Name: BRUNO LAND TRUST AND THOMAS M. STANLEY, TRUSTEE I.A.2. Project Address: 3400 POLO DRIVE, GULF STREAM, FLORIDA 33483 AU Orr-°%/o A/t!O THE � r- 1./i I.A.3. Project Property Legal Description: _ t i-D GD y6 M&AO 11. 7b s f lE /124l0 PA d44-r ?W-Aor, A s 46cvx &,os v oc,4,-6ov t y, M,a� 3 47u,3416 "".5 o,- I.A.4. Project Description (describe in detail, including # of stories, etc.) 7jpp",TTD,E�Slwl�LLc i4MI -y HOWL ' WrTd d•s 644 q AZ44t. 1/DIN6 f{AS pooL,s'0,a0 CD Vr&D ,�aWAj 7&-UJS A1V1O C7A Zia . II // 7 I.A.5. Square Footage of New Structure or Addition: 717& ( SQ AT Architectural style: /4NA4 I.A.6. Check all that apply: &Architectural/Site Plan Review U North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures (complete section C) U Land Clearing (complete section D) 0 Special Exception (complete section E) ❑ Variance (complete section G) U Non-residential uses (complete Section F))A / / �r� 1.A.7. Proposed F.F.E: 0. W VL Type of Foundation: p1`El (E�✓�M B. owner information / Y �y I.B.1. Owner Address: ..33 � VL I " l�� G� 70 `3 I.B.2. Owner Phone Number: � CD 1749 _ 3 Fax: /- Z7(c a I.13.3. Owner Signature: —7 C. Agent Information LC.1. Agent Name and Firm Name: GARY E OS, GE ARCHITECTURE, INC. LC.2. Agent Address: 1045 E. E 303, DELRAY EACH, FL 33483 I.C.3. Agent Phone Number(0) 50 _ Fax P I.C.4. Agent Signature,/ Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? GULF STREAM CORE III.A.2. Is the project compatible with the intent of the zoning district? G�'1'//es No Explain: MEETS BOTH ARCHITECTURAL STYLE AND FAR REQUIREMENTS III.A.3. Is the project consistent .th the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? es []No Explain: III.A.4. How are ingress and egress to the property to be provided? A CIRCULAR DRIVEWAY IS LOCATED OFF POLO DRIVE ALONG EAST SIDE OF PROPERTY III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage TOWN OF GULF STREAM b. Sanitary Sewer PRI c. Potable water TOWN OF GULF STREAM d. Irrigation Water e. Electricity BELOW f. Telephone ABOVE GROUND g. Gas L.P. h. Cable Television SATELLITE(DIREGT TV) III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) N/A PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve�II;nd area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? ❑ Yes IZNo (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? ❑ Yes r"lo (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an exi ing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? ❑ Yes ex (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? ❑ Yes IkAQo (If "Yes", Section E of this part must be completed.) IV.A.5. Is the proje at variance with any regulations contained in the Zoning Code? [I Yes ;20 (If "Yes', Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream E. Projects Requiring Special Exceptions IV.EA. Is the proposed use a permitted Special Exception use? ❑ Yes -ao Code Section: IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? N/A IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? ❑ Yes []No Explain: N/A IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? N/A IV.E.5. What landscaping and screening are provided? N/A IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? ❑ Yes ❑ No Explain: N/A F. Non -Residential Projects of Greaterthan 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained: N/A IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding Properties. N/A IV.F.3. For each of the following, list the number provided and their dimensions: Loading Spaces: N/A Standard Parking Spaces: N/A Small Car Parking Spaces: N/A Handicapped Parking Spaces: N/A Driveways/Aisles: N/A Application for Development Approval, Form ADA.32000 Page 5 September 2004 H. Projects requiring Rezoning IV.H.1. What is the Future Land Use designation of the project site? N/A IV.H.2. If the project involves a Rezoning, Zoning Code text change, Future Land Use Map change, Comprehensive Plan text change, or any combination thereof, please describe the need and justification for the request. N/A PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any additional relevant information regarding the project that was not covered elsewhere on this form or on any of the other materials submitted with the application. THIS PROPOSED TWO-STORY BERMUDA STYLE HOME HAS BEEN DESIGNED TO BLEND INTO THE COMMUNITY AND AT THE SAME TIME MEET THE TOWN'S DESIGN CRITERIA AND FAR. THE FRONT HAS BEEN DESIGNED WITH A CIRCULAR DRIVEWAY, SIDE LOADED GARAGES, COURTYARDS AND COVERED BERMUDA STYLE ENTRY TO CREATE ADDITIONAL CURB APPEAL. Application for Development Approval, Form ADA.32000 Page 7 September 2004 GENERAL NOTES THE ARCHITECTAND HIS AUTHORIZED REPRESENTATIVES MID AGENTS SHALL HAVE ACCESS TO AND BE POWI TED TO INSPECT ALL WOW- MATERIALS AND OTHER RELEVANT DATA AND RECORDS, WHEREVER THEY ARE N PREPARATION AND PASS- W$N REOLEbTED, THE CONTRACTOR SHALL FURNISH DUPLICATE COPIES OF THE AFOREMENTIONED DATA THE GENERAL CONTRACTOR WILL MAKE EVERY EFFORT TO EXPEDITIOUSLY COORDINATE ALL FNASES OF THE WOW, TO OBTAN THE END RESULT WITHIN THE FULL PURPOSE AND INTENT OF THE CRAVINGS GS FOR THE PROJECT. ANY DISCREPANCIES IN THE CONSTRICTION DOOVIENT DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECT'S / CONTRACTOR'S ATTENTION PRIOR TO CQF¢?ICET£M OF WORK OR CONSTRUCTION, 60 THAT CORRECTIVE MEASURES MAY BE TAKEN ANY UNFORESEEN CONDITIONS IN FIELD AFFECTING THE DESIGN CONCEPT OF THE BUILDING, OR THAT ACRE IN COFLICT WITH THE DRAWINGS SHALL BE BROIUSHT TO THE ARCHITECT'S ATTENTION ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE I073 EDITION AND ALL APPLICABLE NATIONAL, STATE, MSD LOCAL RULES, SE ULATIONS AND ORDINANCES, ALL WORK DONE RIDER THE SUPERVISION OF THE GENERAL CONTRACTOR IB TO BE DONE IN A HEAT AND UJOROMANLIKE MANNER THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND SHALL COORDINATE WORK OR CO48TMJCTION BETUEE14 TRADES. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE ARCHITECT SS( (6) PRINTS OF DETAIL 81401- DRAWINGS OF ALL APPLICABLE CONSTRICTION. SUCH DR WING& SHALL SHIOW THE DESIGN, DIMENSIONS, CONECTIONS AND OTHER DETAILS NECESSARY TO INSURE THAT THEY ACCURATELY INTEW'RET THE DRAWINGS . THE CONTRACTOR WILL RETAIN RESPONSIBILITY FOR FURNISHING THE MATERIALS, APPARATUS, DEVICES, ETC. OF PROPER DIMENSION, , SIZE, OLLANTITI-, AND QUALITY AS SHOWN ON THE DRAWINGS, AND THE RESPONSIBILITY FOR ANY ERRORS OF THE SHOP DRAWINGSS. ALLOW TWO WEEKS FOR RENEW TIME PROVIDE 3-141' 15ATT BOUND INSULATION AT INTERIOR WALLS - BATHROOMS, BEDROOMS, LAUNDRY ROOMS ETC,- VERIFY W/ OWNER ON INTERIOR WALLS TO RECEIVE (U ADDITIONAL LAYER OF 1/1' BOUND BOARD - 440 HCMASOM OR EQUAL THE DRAWAWA ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION THE CONTRACTOR IS EXPECTED TO RM1514 ALL ITEMS FOR A COMPLETE ELECTRICAL, MECHANICAL, PLUMBING G AND TELEPHONE SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EaJIP'EM TO BE PLN'ED IN PROPER LLOR;RY ORDER IN WITH LOCAL STANDARDS AND APPLICACLE CODES HAVING JURISDICTION DIMENSIONS INDICATED ON THE PLANS ARE FROM FACE OF FM1844 WALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO BEGINNING WOW- USE FIGURED Ott ONLY. DO NOT SCALE DRAWINGS. DO NOT DEVIATE FROM THE WRIT(FN DIM. MORE THAN P WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. DEVIATION IS NOT PERMITTED WHERE 'CLEAR' OR 'HOLD' DIMENSIONS ARE INDICATED NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES IN THE PLANS OR SPECS. THE INTE7RPETATION OF DRAWINGS, SPECIFICATIONS, OR OTHER BIDDING DOOIMENTa SHAD. NOT BE MADE VERBALLY TO THE BIDDER IF THE BIDDER 18 IN DOUBT AS TO THE MEANING OF ANY DISCREPANCIES OR CONFLICT HEFE IN, THE BIDDER SHALL TELEPHONE OR SUBMIT IN WITTING TO THE ARCHITECT A REQUEST FOR INTERPRETATION. IN THE EVENT THAT THE BIDDER IB DEMANDED TO HAVE ESTIMATED, THEN THE MOST EXPENSIVE WAY OF PERT=OWING THE WOW, BNALL TAKE PRECEDENCE. THESE DOCUMENTS, AS INSTWNMENTS OF SERVICE- ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF ALL SYSTEMS 60 THAT THEY AFE COMPLETE AND FULLY FUNCTIONING (EXCEPT AS NOTED HEREIN.L DO NOT SCALE THE DRAWINGS. ALL AREA CALCULATIONS ARE APPROXIMATE FIELD VERIFY ALL DIMENSIONS. ALL INTERIOR FINISHER TO BE SUPPLIED BY OWIRAr TOR AND APPROVED BY OWNER UNO- THE CONTRACTOR SHALL PROVIDE THE OWNER/ ARCHITECT WITH A LOW SCHEDULE AND ANY ANTICIPATED CHANGES THAT MAY OCCUR IN IT. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OINERARCHITECT FOR THE ACTS AND OMISSIONS OP ITS COMPLETION OF THE WORK. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE A�RCHIMCT. DETAILS MAFIMO AS TYPICAL APPLY TO SIMILAR CONDITION , INCLUDING CONDITIONS NOT MARKED AS SIMILAR UNO. TYPICAL DETAILS NOT SHOWN BUT NECESSARY FOR CONFORMANCE WITH APPLICATION PROVIDE A WEATHER -RESISTIVE BARRIER AT ALL OPENIGB AND PENETRATIONS _ .TIONS OF THE BUILDING ENVELOPE WATERPROOF ALL WEATHER-EDPOBFD SURFACES AND INSTALL ALL T14EFUUL BARRIERS AS TO FORM A COMPLETE INSULATING BLANKER AROUND THE HEATED AREAS OF THE BUILDMCG. MSULATE ALL HEAT- BEA.RM PIPES, DUCTS, OR OTHER FIXTURE8 THAT PENETRATE THE INSULATED BLANKET. INSTALL ALL. OTHER WATER PIPES N A N'IAUER TO PREVENT FREEZING. (NOTE, ALL PIPES TO BE AN04ORED TO UNDERSIDE OF STRUCTURAL SLAB 4 NAVE CONT. SLEEVIG / PROMOTION THROUGHOUT UNDERGROUND). ALL WOOD N CONTACT WITH CONCRETE OR MABONRY TO BE PRESSURE TREATED. ALL METAL FASTENERS, NAILS, AND BOLTS TO BE NOT DIPPED GALVANIZED. FLASHIG, CRICKETS, DRIPS, ETC TO BE 16 OZ COPPER OR SIMILAR MATERIAL TO ROOFING SYSTEM PROVIDE FIFE STOPPIG AT ROOF, WALLS, AND CEILING AS REQUIRED. ELEVATIONS ARE TAKEN PROM AN ABSNMED DATUM OF V'-m' TOP OF CONCRETE BLAB. (RID' NAVD. FOR GROUND LEVEL). THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY CODE REQUIRETMENRB OF THE FLORIDA MODEL ENERGY CODE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVER4IG CODE IN ITS ENTIRETY AND BUILD N ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WN41CH MAY NOT BE SPECIFICALLY ADDRESSED ON THE F1ML9 AND NOTES. - NOTE ALL CEILING. POISTRATIONB - LIGHTS, VENTS, ETC, TO BE SEALED • EDGES AS PER FLORIDA BUILDING CODE 2023 EDITION. ALL CBS EXTERIOR BLOCK WALLS TO RECEIVE 'COFEFILL bM' BY TAILORED FOAM OF FLORIDA 4 APPROVED R-'HID (MIU INSULATION, WOOD STUD, (META. STUDS) WALLS TO RECEIVE R-II GATT. R-PA FOR 6' AND $' WALLS INSULATION (NOTE, RJCF TO BE 'CLOSED SYSTEM' USING BLOWN ON R-3m 'ICTHENE' INSULATION BY 'GALE INSULATION' OR EQUAL TO THE UNDERSIDE OF ROOF DECK (TYP). NOTE, ALL 'ICY ENE FOAM' TO BE PROTECTED U114 DC-315 COATING AS PER MANUFACTURE-5 SPECIFICATIONS 4 THE FLORIDA BUILDING CODE 2023, THERMAL BARRIER - IF EQUIPMENT IS INSTALLED N ATTIC SPACE INSTALL PVC PLASTER STO'S AROUND PERIMETER OF ALL AREAS WHERE PLASTER AE UTB OTHER MATERIAL STOPS SHALL BE CAREFULLY MITERED AT CORNERB. ALL EXMROR CORNERS AND WINDOW AND DOOR OPENING TO RECEIVE PK COMER BEADS. ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GYPSUM CONSTRICTION HANDBOOC LATEST EDITION APPLICABLE CODES 2023 FLORIDA BUILDING CODE 2023 FLORIDA PLUMBING CODE 2023 FLORIDA ELECTRICAL CODE 2023 FLORIDA MECHANICAL CODE SCOPE OF WORK CONSTRUCT NEW TWO STORY HOUSE —PILE FOUNDATION, CBS MASONRY WALLS, HOLLOW CORE PLANKS & WOOD ROOF TRUSSES. SINGLE FAMILY RESIDENCE 3400 POLO DRIVE GULF STREAM, FL PALM BEACH COUNTY, FL OCCUPANCY CLASSIFICATION GROUP R3 — SINGLE FAMILY TYPE OF CONSTRUCTION TYPE VB UNPROTECTED / UNSPRINKLERED ZONING GULFSTREAM CORE FLOOD ZONE AE = 6'-0" N.A.V.D. SHEET SCHEDULE SHEET NO. SHEET TITLE BEET NO. SHEET TITLE SURVEY auLe, 1• . IV-m' LANDSCAPE ARCHITECTURAL LP-1 CONCEPTUAL LANDSCAPE PLAN BCALE, AL2 EXISTING 817E PLANT (FOR REFER ONLY) SCALE, IB'•I'-m' TD-1 TREE DISPOSITION PLANT SCALE. I'.Im'-m' MIDI PROPOSED 817E RAN SCALE: VS'-V-C' IL -I ILLUSTRATIVE BITE FLAN SCALE, PAO` • AIDIC PROPOSED 817E FLAN (COORDINATION) SCALE: I`•Im'-m' IL-2 ILLUSTRATIVE ELEVATION EASTMORTH NOT TO SCALE AL02WP PROPOSED � ECAPE VS' SCALE, VB'•I'-m' IL-3 ILLUSTRATIVE ELEVATION WFRTAOUTH NOT TO SCALE A200P PROP SED ROUNDelau SCALE, CIVIL ENCsINEERING AZIDmN PROPOSED GRdND FLOOR PLAN (NOTED) SCALE+ 3M'•I'-m' 1 OF 4 CIVIL SITE IMPROVEMENTS FLAN SCAM '2ID1D PROPOSED SECOND FLDIENBIOW SCALE' 3/I6'•I'-m' Z OF 4 PAVING AND DRAINAGE DETAILS NOT TO SCALE 'I'Z,M FLOOR FERN (NOTED) SCALE. 3Na'•1'-m' 3 OF 4 GENERAL NOTES NOT TO SCALE A2,= PROPOSED ROOF PLAN SCALE, 3/16'.1'-0' 4 OF 4 POLLUTION PREVENTION PLAN SCALE, I'Gm'-m' A300 PROPOSED EXTERIORELEVATIONS SCALE, 3M'.I'-®• A301 ED EXTERIOR SCALE: 3/I6'4-m' ELEVATIONS Au u1024 Town of Gulf Stream, FL SOIL ENGINEERS SURVEYOR CIVIL ENGINEER LANDSCAPT ARCHITFr.NUTTING ARCHITECTS ENGINEERS MrIj R LAND SURVEYING ENVIRODESIGN ASSOCIATES LDS ge architecture, Inc. 1310 Neptune Drive 1121 Lake Avenue 1855 Dr. Andres Way, Unit I Landscape Design Studio 1045 e. atlantic ave. Boynton Beach, FL. 33428 Lake Worth Beach, Fl. 33480 Delray Beach, Fl. 33445 Paul Weinstein delray beach, II. 33483 9581 N.R. lath St. IT. lic. AA-2600204.4 Plantation, FL. 33322 PH. (561) 736-4900 H: (561) 586-2609 PH. (501) 274-6500 PH. (561) 254-3397 PH. (561) 276-6011 FAX (561) 737-9975 AX: (561) 582-0151 FAX (561) 274-8558 FAX (954) 846-9529 FAX (561) 276-6129 THIS DRNBNG 15 NOT FOR CONSTRICTION, IT R45 BEEN ISUED FOR GOVER41NTAL REVIEW AND/OR PRELNINARY P2ICW. I-EPfACHLOR TEC4NICAL CHLOI�ANE, OR mTFER APPImVED Q�MIG4lA SHALL BE USED IN CONCENTRATIONS AS PER MA4FACNPER'B PIJBLIBHED MBTWICTIONB M COMPLIANCE WITH EPA RGSal-ATIONB. (ALL PRODUCTS TO BE NON-VOC). ORTIWLL PRODUCTS BY GOLD BOND, USG, crLOTEX GEORGIA PACIFIC, MILCOR PRODUCTS ARE ACCEPTABLE ALL WDWC MATERIAL, AND EQUIPMENT SHALL BE GUARANTEED FOR A MINIUM OF ONE YEAR FROM THE CL06MG DATE. TRAFFIC CONDUCT DEMOLITION OPERATIONS MID REMOVAL OF DEeRiB TO ENSURE MINR IUM INTERFERENCE WITH ROADS, aT1EETe, WALKS, AND OTER ADJACENT OCCUPIED OR USED FACILITIES MID DAILY OPERATIONS. DISPOSAL, CONTRACTOR 18 RESPONSIBLE FOR REMOVAL FROM BITE ALL DEERS, RUBBISH MID OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR SUBSTITUTIONS MADE IN SPECIFIED EGUIP ENT, MATERIALS AD COLORS. THE CONTRACTOR SHALL FMCMDE THE OWNER WITH A WRITTEN GUARANTEE FOR ALL WORK UNDER THIS CONTRACT FOR A MINIMM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE TEPLACM-I NT OR REPAIR OF ANY PORTION OF THE II.OW, WHICH NAB BEEN DAMAGED. REPLACE ANY WORD THAT FAILS TO CORFOWM TO THE DKQM439 AND DETAILS. COFd¢<CT ANT DEFECTS DUE TO FAULTY MATERIALS Alm UWRTW40HIP WHICH APPEAR WITHIN OE YEAR OF OUTER ACCEPTANCE OF OONSTRIGTIORL ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED V THICK FIBERGLASS PIPE INSULATION CONTRACTOR TO PROVIDE DRAWINGS TO TFE" MANUFACTURER, MECHANICAL SUBCONTRACTOR TO COORDINATE ALL REQUIRED AC -DUCT WOW, PENETRATIONS THROUGH THE ENTIRE STRUCTURE Al TRUSSES, 4 GIRDERS SHALL BE ANCHORED TO BEARING, PARTITIONS, WALLS, AID/OR TIE BEAMS WITH APPROVED ACR3RN HO. - BEE BTCTURAL DWGB. ALL EXTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND OWNER COLORS ON PLANS FOR PRICING PURPOSES ONLY. (PAINTING SUBCONTRACTOR TO PROVIDE PAINT SAMPLES). Al INTERIOR DEPICTED PANT COLORS TO BE SELECTED BT ARCHTECT AND OWNER COLORS ON PLANS FOR PRICING PURPOSES ONLY. (NOTE, ALL PRODUCTS TO BE NON-VOC') NOTE. PRODIUCTS BY ANY OF THESE MALFACNRERS ARE ACCEPTABLE COATINGS, BE NJAMIN MOORS, SHER IN WILLIAMS, PITTBBURGGHI, DEVOE. OUPONT. 4 PORTER ARE CONSIDERED EOUA_ (ALL ARE TO BE NON -NOG). CONTRACTOR SHALL DELIVER TO OUTER PRIOR TO FINAL PAYMENT ALL APPLICABLE GUARANTEES, WARRANTIES AND OPERATIC MANUALS. p RovVE MIOISTLIRE FS81GYPSUMR GYPSWALL BOARD MOLD TOUGH' IN ALL BATHROOMS, KITCHEN 4 LAUNDRY RMB. AL CONTRACTORS AND SUBCONTRACTORS SHALL VISIT THE SITE MID VERIFY EXISTING CODITIONS PRIOR TO 6UBMITTNG PROP06ALS, VERY EXIBT'G CONDITIONS COMPLY WITH CURRENT CODE REQUIRENEHTB. NOTIFY ARCHITECT INWRITING IF CHIAPGES ARE NECESSARY. NO EXTRAS WILL BE GIVEN. REPORT ANY DISCREPANCIES IN THE DOOPiE-NTS TO THE ARROHITECT PRIOR TO SUBMITTING PROPOSAL.. - NOTE, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY AND ALL ABAIDEN UNDER GROUND UTILITIES, PIPES, WIRES TREE ROOTS SEPTIC TANK ETC - PRIOR TO COMPACTING BITE - IT 18 RES PONSIBILITY SPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND OBTAIN ACCESS TO THE 817E WITH OTHER THE CONTRACTOR SHALL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMI78, LICENSES AND APPROVALS NECESSARY FOR THE COMPLETION OF THE WOW - ALL REGEIIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION OF OWNER AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR TE DURATION OF THE W.1ORC THE CONTRACTOR AND S MC424TRACTORS SHALL COORDDNAM WITH EACH OTHER TO PREVENT OVERSTEPPING EACH OTHER THE CONTRACTOR SHALL PROVIDE LABOR 4 MATERIALS NECESSARY TO MAINTAIN CONSTRICTION 8OHEOW_ING THE SUB - CGNIRACTOR SHALL BE RESPONSIBLE TO MEET THE BGHEOULE AS PROVIDED AND AGREED TO WITH THE CONTRACTOR PRIOR TO CONSTRICTION ALL WOW SHALL BE FERK)R'1ED BY A LICENSED CONTRACTOR IN A FIRST CLASS WOR<MANLIKE MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE ACCEPTANCE BY THE ENGINEER /ARCHITECT MUST BE A CONDITION OF THE CONTRACT BETWEEN THE GM CONTRACTOR AND OWNER THE CONTRACTOR IB RESPONSIBLE FOR THE FOLLOWING WIOW- MAKE-ULAYA400K UP SCHEDULING OF ALL TRADES AND WORK (INCLUDING WOW OF OTHERS WHERE NO CONTRACTUAL RELATIONBIWP EXIST). _ PROVIDNG BARRICADES, TEMPORARY POWER LIGHTING TELEPHONE SERVICES, ETG AS REOV. TO COMPLETE WOW,. - TEMPORARY UTILITIES, CONNECTIONS AND PATFENT OF ALL UTILITY CHARGES DURING CONSTRUCTION _ COORDINATION WITH OWNER OR AGENT OF DELIVERY AND REMOVAL IF MATERIALS, EQUIPMENT, AND OTHER ITEMS TO / FROM SITE. REMOVAL OF TRASH AND DEBRIS. PLACE IN DESIGNATED CONTAINERS AS DIRECTED - BY OWNER /AGENT. F414OVE ALL TRASH FROM PZEMISES. _ ISSUE ALL ADDEND". REVISIONS MID UPDATES TO SUBCONTRACTORS IN A TIMELY MANNER - ALL DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF F W16FED BY THE ARCHITECT ARE AND SHALL RFUMM THE AJR.HTEGTB PROPERTY. THE CONTRACTOR SHALL MAINTAIN A FILL SET OF COMPLETE AND CURRENNT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSIM AT ALL TIMES ALL FIELD MODIFICATIONS TO THE ORDINAL DESIGN DOCUMENTS SHALL BE NOTED AND MAINTAINED FOR THE OWNERS RECORD COPY. ALL WORK SHALL BE LAID CUT TRUE, SQUARE AND PLLMB TO EXACT AND CORRECT DIMENSIONS. F DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OU'EW ARCHITECT IN U!"ING PRIOR TO PROCEEDING. T14E ARCHITECT WILL ISSUE A DIMENSIONAL OR LAYOUT CORRECTION NOTICE THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT DIMENSIONAL EWDRS, ALL MATERIALS USED IN THE FEWANENT CONSTRICTION OF THE WORK "JOT BE NEW AND UNUSED (UNO), FIRST QUALITY, FREE FROM DEFECTS AND INSTALLED PER THE MANUFACTURERS RISCOMIMENDATIGNS FOR THE APPLICATION AT NAND. ALL WOROMANSNIP SHALL BE OF FIRST CLABB QJALITT. CONTRACTOR SHALL PROVIDE OUR -SHEETS AND SPECIFCATIONB OF ALL ITEMS FOR SUBMISSION TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING OR INBTALLIN'.v PRODUCT MANFACTARER5 INDICATED N SCHEDULES MUD/OR ON PLANS WERE SELECTED BASED UP CH QUALITY, STYLE, SIZE, COLOR ETC, AND ARE NOT N- TENDED TO RESTRICT THE COMPETITIVE BIDDNG. PRODUCTS EQUAL. TO OR N- TENDED TO BE USED AS BUBSTITIUTES ARE SUBJECT TO ARCHITECTS APPROVAL INWRITING PRIOR TO PURCHASE OR INSTALLATION. ALL DOOR FRAMER TO BE LOCATED 5' TO 6' FROM ADJACENT PARTITIONS, UNO. ALL DRYWALL PARTITIONS WILL BE TAPED, SPAKLED, BANDED, PRIMED AND PANTED W LEVEL V FINISH CONCEAL ALL FASTENERS AND ATTACHMENTS PROM VIEW ALL DOORS 4 WNDCM TO BE IMPACT RESISTANT AND COMPLY W/ ALL DADE COUNTY IMPACT AND RIND CYCLING TESTING RECUIR meNTS (%INDOOR' OR EGUAL) ALL INTERIOR WALLS THAT RECEIVE TILE AIARBLE - TO BE BACKED W/ 5/0' DENS -SHIELD' OR EQUAL. ALL WALKWAYS TO BE SLOPED AWAY FROM BUILDING FOR POSITIVE DRAINAGE (MIL Zi - SEE CML DRAWINGS) ALL GRJIAID FLOOR SHOWERS TO NAVE MIN 4' DEPRESSED BLAB. SECOND FLOOR HOLLOW -CORE PLANKS - ELIMINATE Z' TOPPNG FOR ALL SECOND FLOOR SOWERS, OUNER SHALL RENEW THERE CONSTRICTION DOCUMENTS AND VERIFY THAT THEY ARE CORECT AND COMPLETE PRIOR TO BIDDING AND START OF CONSTRICTION OWNER SHALL APPROVE ALL MATERIAL AND FH6H SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TO ORDERING AND INSTALLATION. i SITE w P a Q.R�wmvru> � IMaM Q rti Tid �a:+ic r: LOCATION MAP N.T.S. 20 0 20 40 00 Scale 1" = 20' NOTES ON SCHEDULE B2 TTTLE EXCEPTIONS: 1-4. Standard exceptions. Not plottable. 5. All matters contained on the Plat of Polo Cove, as recorded in Plat Book 24, Page 73, Public Records of Palm Beach County, Florida. Affects the subject property. All pertinent matters are plotted hereon. 6. Master Declaration of Covenants and Restrictions containing Easements recorded in O.R. Book 6795, Page 667, Public Records of Palm Beach County, Florida. As affected by Short Form Declaration of Covenants and Restrictions recorded in O.R. Book 7329, Page 1689 adding the subject property to the Master Declaration of Covenants and Restrictions. Such Declaration establishes and provides without limitation for easements, liens, charges and assessments. Affects the subject property. Blanket conditions. Not plottable. 7. Easement Deed in favor of Gulf Stream Homeowners Improvement Association, Inc. for underground utility lines, pipes, wires and other works necessary to provide underground sewage collection and transmission facilities, and for operation, repair, replacement and maintenance of same, recorded in 0. R. Book 6727, Page 55, Public Records of Palm Beach County, Florida. Affects the subject property. Not plottable. 8. Terms and Conditions of the Easement Grant recorded in Deed Book 1038, Page 483, providing for use of water, for boating, swimming, bathing, fishing and other usual and customary recreational purposes, over private water areas, as private inlets, private boat basin, identified on the Plat of Polo Cove, as "Inlet" and Polo Cove". Document not furnished to this office. 9-11. Standard exceptions. Not plottable. LOT CORNER _. SUBMERGED (NOTHING FOUND OR SET) T WIDE - CONIC. SEAWALL NEW 2.a WIDE - CONC.SEAWALL MEAN HIGH - WATER LINE "POLO COVE" — ("PRIVATE" - PLAT) W T WIDE CONC. SEAWALL SITE SPECIFIC LEGEND: MEAN HIGH WATER LINE 0GM = GAS METER M = ELECTRICALBOX NEW2.8'WIDE TOS = TOP OF SEAWALL CONC. SEAWALL LOT CORNER SUBMERGED (NOTHING FOUNDORSET) 1.) Lands shown hereon reflect all pertinent easements and/or rights of way contained in Old Republic National Title Insurance Company, title commitment, Commitment Number: 3400-2020; Issuing Office File Number: 3400-2020/ 979735; Commitment Date: 1 1/13/2020; See "Notes on Schedule B2 title exceptions". 2.) No underground improvements located. 3.) Bearings and distances are plat and measured unless otherwise shown. 4.) This firms "Certificate of Authorization" number is "LB 6838" FOUND - - — _ SHIP SPIKE BANYAN ROAD �� — — 0.o& WASHER 5S,0.05W (30' R/W) — _ -_ (20' PAVED) LOT 8 WITNESS CORNER SET P.K. NAIL & DISK (#6838) m (OFFSET ONLINE 5.00' EAST OF LOT CORNER) 3, LOT 9 IX 4 CHAIN LINK FENCE 1 S84°54'15"E 161.11' MI LIFT STATION =^� N/� pp2 1p 9A9 .9p T0583 x/ )C 5' TOS z� LOT 10 0� 1 , / I to`i V A C A N T j SUBJECTAREA = x/ 1� 8 So ACRES) F FT (0 82570 (0.570 ACRES) AGM 4' CHAIN LINK J / FENCE J/ 5'CHAIN LINK °v3 FENCE WITNESS CORNER SET P.K. NAIL & DISK (#5838) (OFFSET ONLINE 5.00' EAST OF LOT CORNER) ALSO: FOUND DRILL HOLE (OFFSET ONLINE S.OD' EAST OF LOT CORNER, 0.06, SOUTH OF LOT LINE) x NORTH 50' OF LOT 11 >� X /9 X FOUND 518" IRON ROD (NO ID.) (0.16'S, 0.05'E) I FOUND MAG NAIL (0.14'N, 0.14W I I I. FOUND NAIL (BP.ROKEN) I ml I I X •L2 I� 6 SITE BENCHMARK #1 NAIL 8 DISK (# 3300) I EL=2.56 T19 I I I A � 1P yt/ L0 I j t1) I P > 0 a � zs9 o o i O E J L0 0 C I a ------------------------- 1 1 b� I I I I ryg6 -- 3j 20.00' FOUND 209 gp CONIC. MON. ("BROCKWAY") (0.19-W, 0.14 S) ALSO: REMAINDER FOUND OF IRON ROD I LOT 11 (NO ID.) (NOT INCLUDED) (OFFSET ONLINE 5.00'W OF LOT CORNER 0.22'N OF i LOT LINE) LOT 12 -LEND: VLC = CALCt1LATFD IP) = PLAT P.L = I-NTOFINTERSECTKJN = ASPHALT PAVEMENT caS. CCNC MIXJ. CONIC L%NKRETEBLIX](STRIRTURE WNCRETE MONUMENr cONCREfE R RAOIUS PO.c. p CENNtAL'DELTA'ANGLE Poa L ARC LENGTH RAY POINT OF CO MENCEMENT POINTOFBEG NING RIGHTOF YVA I� _ 0.YICREIE FLATNORK D.E UE = DRAIT EASEMENT = UTILRY EASEMENT CHB —BEARING — N 8 NATIONALGEOGEIIC VERTMAL PANM — CHAINLINKFENCE NWD FENCE P-El--FIATNORK PE FEEL = POOL EQUIPMENT = FINISIA FLOORELI-TK)N CR B. OFFICKL RECORG BOOK PB. = PLAT BOOK METAL PENCE CENTERLINE V,gcO—p— - —TERMETER IBR) = ELEVATION = BEARING REFERENCE P.C. = POINTOFCURVATURE ---_= PT. = POINT'TPNGENCY-----_-__= EASEMENT CP/ERED - 11E HYDRANT (D) IM) = DEED = MEASURED "'1" = POINT 6REVERBEWRVATURE P.CC. = POINTOFOOMPWNOCURJATURE-----_---= —= OVERHEAD LINES LOTTIE CATCH..N = SANITARY MANHOLE I I I I I I SCALE: 1"= 2D' DRAWN BY: PICARD FIELD WK: M.M./ B.M. DATE: 10/20/2023 CERTIFIED TO: Brian P. Coulter; MacMillan & Stanley, PLLC; Old Republic National Title Insurance Company PROPERTY ADDRESS: 3400 Polo Drive, Gulf Stream, FL 33483 FLOOD ZONE: AE (FIRM 125109-12099CO981 F 10/05/2017) BASE FLOOD ELEVATION: 6' (NAVD 88) DESCRIPTION: All of Lot 10 and the North 50 feet of Lot 11, Polo Cove, according to the map or plat thereof as recorded in Plat Book 24, Page 73, Public Records of Palm Beach County, Florida. This survey is notvalid MiMout embossed wrvayofa seal R�m�� A� a�rtnaonratea eie�lro�ic signature aoa .0;'E:y:, "aabigitallysigned by Michael J Miller s '9s Date: 2023.10.23 ORD. FILE Y231088 MILLER LAND SURVEYING REF: /12 1121 LAKE AVENUE PREY. Y201260 LAKE WORTH BEACH, FLORIDA 33460 JOB NO'S. PHONE: (561) 586-2669 - FAX: (561) 582-0151 JOB NO. Y231088 www.millersurveying.com e-mail: orders@millersurveying.com M - 4865 - A 11{N IIl11 MIFF LN .u�oan"fi,: LOT b (RAT BOOK 24, PAAE 'W I I I I I I I I I I I I I I I I I I I I I I I I I I I eORFO F4`E llF.F I I I I I I I I I I I I I I I I I I I I I LOT e (rLAT BOOK 24, PA4R W I I LOT IPA,07 � I O!b LOT AIIM '(24pb bore B.TBCTiv! LOT AAA d7't�bl boRJ I I I I I II'4r4 AIO[ I LOT 10 (PLAT BOOK M I -AM -W VACANT LOT I I I I I I I I I I I I I I I I L------------------------------------------r------------I I I I I I I I I I I I I I I I I I I LOT 1 (PLAT BOOK 24, IPAW 15) I I I I ------------------------------- ------------------------ I aFr a aAel I I wo'°mEr � I I I I I I IN -- EXISTING SITE PLAN A1.00 SCALE1/8"=1'-0" (FOR REFERENCE ONLY) LOT It (PLAT BOOK 24 PAW -W I ( I I lor■ I I I I I I I I I I I I I I 8fa•IW M1�F - rt•Iew m I�YAN wr 4 � I ULFSTHEAM PROPCOW PI%M= B LOCATED CN — TLE YE6T ME CP POLO omvE I N r VICINITY MAP I I I NOTES. L 00 NOT 6CAAM 2 PRAM 2. POLO VERPY ALL 011MOION84 1yW w� 3 CONTRACTOR TO VERlY ALL IDIATW EaYM11a/ COWMON6, ALD NOTFY AJRCHRECT F ANY DROMPAMY W ORAWNS& ' COW BE EFUL NOTEW 4. ALL AWA CA CU AT10/8M AIR' APPROX I I GENERAL NOTES: I L IT M TM WENT OP TM ARCHITECT T144T THN wow EE N0OF!'aR1AN= WRH N.L. FammoRlD 6 OF THE BYLLDM AYTHOWM W1V W JIMW CTION aAM THB T"M OP CCWTRJCUON A?0 OCCINANCY. ALL CONTRACTORD MLLLL DO T K WOW N =P C!'WYE WRN ALL A-M=M ,. =X* AID 2. TM CONTRACTOR 00" VERY ALL COFDITIOMM AND DI' Ma* AT THE " IIS PRIOR TO COPE-M CNM WOW THE CONTRAMM BNALL PRO-M. ALL DBCP PAICE6 BETYEEL THE DRAWab AND E06Tb COD174M 1O no ARCHITECT PRIOR TO co"1194cm WOIEL I s. CONTRACTOR 614" euTLYLCCATE AW M1RD Nf0 TM WOW ALL MORM, ANCHOM AN*JW PLATM OF' WI y "b M, OLAD DlPIIE6bICNe AND PITCHM AS MAY BE REOUICD TO ATTACH AND ACCCPLM ATE OTMt W-'q*L 4 ALL DETALL6 AID 8E=M* OHOM ON 7M /� ORM046 ARE WENDED TO BE TYPICAL ND &HALL Y/ BE CCWTF= TO APPLY TO ANY GMAR OrMATION 0 ELSWII eR N TM BOW EXCEPT WIRE A Dr171101f CLRALL. M SHOM O I R THBBE 000110M b MTRFENI6 CP SEIAM AM THE X-RE APEMOCT 2` MAY MDT BED 11�R000= WTF Dam SWO (� PRIOR WCTTW =MW F'IO:M THE ARCHITECT. I�TL A. ALL ow"I T T114T 6ERVIC! THE 61181 um MAT BE AT OR ABOVE 10 "YD MN I DESCRIPTION: ALL CP LOT b AND THE NORTH Be MET or LOT I, POLO COM ACCOMM TO THE Kk- OR PLAT T WROP b RECOMW N PLAT BOOK 24, PAM M, PLOLIC RCOR2b OF PALM BEACH COUNTY, FLOPWA. it LEGEND: CONCPWM POOL DECK AND PAVEM VMVEMY ' 0 TID 6taRY REeDENCt rTW.E 18CLfi SET BACKS: RROL P= "Rcw � eDE NTLaeLae TNDRrw eDE TNreIaR reourru 264-6• REAR'UnTJ ALLOWELZ M. !e'-e' (TOP OR R1DOF� rror a YIbT 98MMID L00R TO " "A'F EMERICR PONT C, RUCPJ ZONING: GULF STREAM CORE FLOOD ZONE: AE = 6'-0' N.A.V.D. I I I I I I ' I .a1w LNN ( n FIM�F1T 011/O V/ mc>7 CV O CV 0 7 m L) architecture, planning r< and design U 1W 1W F t AH-H. A- SWI. W3 OWrey 8-N FkAft 33W U TEL 881-275-8011 K FAX 881-778-8129 Q MUM FOR AMAMRAL 0 BIDS 0 Paw &Emu N PROJECT TILE SINGLE FAMILY RESIDENCE a 3400 POLO DRIVE, ° GULF STREAM, FL K Q 0 U Q wlloRrLtrwrroRLoaBIRCOat w E1W8ANIIIIpSI6LIgebOFeO"A4 'V R!vlEA1BKR F'II,IB'F1b7b/ 0 oWr. FILE NUMBER w 912A100 DRAIINO TIM W EXISTING N SITE PLAN W (FOR REFERENCE ONLY) 0 DATE N N 12.09.23 I DPAGFJJMYILiY i JOB NUMSM 20230912 DM~ NUMBER A1.00 emw r sa _ �mcT'�'ae�iaJwa aTe•w M�lellil4` w LOT 6 (PLAT DOM 24, M6M 'W LOT (PLAT BOCK 94'."M 13) .r oaa�wln• c' o na•'i.�s°�as° owerol •.wr eons aMNYRC Ieo ,w I I I I III---- 7 i I _ jo I I I I I, ■ �II►' )� � FF1- I . . El-�-�-�-���1- �ilil- r'- .—.—.—..—�.��.�.�.�.�.�.�.�a.—.—.—.—.—.tea—,—.—�.—.—.� �i�l'1 1111? �Ili� ) II N LOT 11 PROPOSED SITE PLAN (PLAT OOM 24 PAOR 13) A1.01 SCALE: 1/8"=1'-0" q) I I eeRTlf .Clew � I I I �•••CaRMGtp W I I .r.. I i I I I I I I . I I I I I I a�� ,o roe veer. Iuu nwowr Pw I I I \ k I eslRr Q� o�sR� � I I I I I I I I 'OSIM llw I MPefYI . I I 'N1f•1e c•nn•r I Y_acF.Ptg. I I I r 1Yi1n.•C.Rr I I I I I I Per THE ursT eDe OF POLO LTINYE N VICINITY MAP ri1 NOTES: L W HOT OCALE DRAmcm 2. MELD VEM" ALL OW95MOIe x CONTRACTOR TO VERTPT ALL 0WT388 COlDITTO , AID NorTPr ARa4RECT � ANY DEBCRIPAHCY ur DIbLIrIOr. (eEr �� NarT� 4. ALL ARM "'• •� 1Q16 AIM ATRWc GENERAL NOTES: L TT b THE MEHT CP THE ARCHITECT THAT THM WORK EC 1NCCNF0W44= WM4 ALL RECUMISHOM CP THE MLPM AUM01 7M HAYM JAM80ICHON OYM THk TYPE OF C"IMCTILN AND OCCLrANCY. ALL CCWMACTOM BNALL DO THEIR WOW N =MPPOWAM WM4 ALL APf•LICA!" COPM AND 2. THE CONTRACTOR BLMLL MO-Y ALL COIDfTW" *0 DPW4100 AT THE JMWM PRIOR TO CCPPO CM MOM THE CONTRACTOR 044-L R�ORI ALL VMCFWANCIS mnm!04 TI! DRA➢rtle AID EXI87N2 CCmmoN6 TO THE ARCHMCT PR1oR TO COprmw-m wows 3. CONTRACTOR 6WALL a "-LYX CATS AND EULD WO THE WW ALL MMM, ANCHOW, AN2LM MATIM, OM&U6, e.CEVM HANrtM U W DB•IRE88 ON8 AND P1ICN88 A6 MAY EC I MMM TO ATTACH AND ACCOP"WATE OTIW! ROM 4. ALL DETALI AID BECIIONB e1dIN GN THE olcue+es ARa NTEDlD To ee TTTICAL ANo rFIALL �! TIRlD TO IN THE M ANY BMM A e1LL4T1ON TiE YC111C E#►ERE AEPi UDR�Ir DETAL b eCYN. r. THM 00CLP2K s• AS NBTRFBRr OP 8CRAM AIR! THE NROPlRTT' [V THE ARCHITECT AND MAY NOr w U&M OR ItEPIt<7DLK= !THOU( D8•PC88 W P'RIOIR 93RTPTQI C011RII RROF7 THE ARCHRECT. •. ALL ECI WWff THAT 6MVICE THE BTT =M MOT W AT OR AEOVE 10 NAVD FIN DESCRIPTION: ALL Or LOT M AND THE NORM M NET OF LOT TL POLO COPE AC•COMM TO THE 1' P OR PLAT THEMOP AS R•COItpID N PLAT BOOK 24, PAME 13, MOLL RL•COIOB OP PALM MACH COUHTT, PLORDA LEGEND: CCNgRETE POOL PEf7C AND P'AVN M owym AY Tw STORY RPeD?ICL (TILE ROO') SET BACKS: IREeaeeno PROPCBm PRONT W-O' W-4' "m MERIOR MORIW y._y W-W 8DE knR ob (80UTU M'-e' 28'-e• ROAR (Wwr) 3C'-0' W". (TOP Cr PIMT "aft D TioOR TO TlRT. HIONEIT EXTERIOR POM Cr ROOP ZONING: GULF STREAM CORE FLOOD ZONE: AE = 6-0" N.A.V.D. TOWN OF GULF STREAM SITE DATA TABLE nT tiO°R cov 0 BOPi. BOPr. 447 aGPr. 447 aoPt. rPownr, ovwRwNf vr) aD PLOOR OOYEREO Pas". w". ow". a ean. AeNNr . Y AND 8O®L O 8.". . D BOPT. O BfAPT. I O BGPT. e 8a". ite GQFT. 11A•T 80Pr. 11J46160" architecture, planning and design ,ME—t,ASuft. 3a3 DWM Bw h. FWid. 33W TO, 581_278-60„ FAX: 561-275-8129 SSUED FOR AR•88QR AL BIDS PEFUT AWMN CONsmcnoN PROJECT TIRE SINGLE FAMILY RESIDENCE '4 3400 POLO DRIVE, GULF STREAM, FL Q u u w w TTlTrHEe rNRTglerrlle'.7nL w RIWB�irElflgt88N1MNAL � BNSiREIORPR/W11r Rr718 y_ pLT. FIE 0A031 w 912A101 OQ, ORAWM TITLE WPROPOSED SITE PLAN Z w 3 U O DATE DRAMH TR 12.18.23 I GE/JH ~ JOB NUMBER 20230912 DPW" NUMBER A1.01 LOT • asAT roar 24 twat 1v �i r _ -�!�II_I� ,_ I I 1111i 01 II1111 Ll I I �� ���,� IIIIII�1���11IIIIIII '�li r' iii r I.. �..n �• owl■ 111F��1► ��.� �� _I FROPOSED PROJECT M LOCA1m ON - TME UNIT SDE OF POLO Mm N VICINITY MAP L DO NOT SCALE 00AUR4 N 2. FIELD V13trY ALL DF'02NLNr A CONTRACTOR TO VI", ALL DdST►tl COIORIDIM, AND HOEFY AICNIECT F ANY PK8CFWAL^Y FV PRAII L (NEM CMEN RAL NOTES) 4 ALL MCA CALQLATIONS AM APFROX GENERAL NOTES: L rT 10 THE EVENT OF 7ME AICHM= THAT 7HIS WOW EE NCMOPOU YE WHIT ALL T102AREPNM OF THE OULDN3 AUTHORITIES WAVNa XFOOICTION O IER THr TYPE Or CONSOWTION AO OCGIPANC1'. ALL COBRAOTOM SWILL PO "It WORK N CONOSTAFCE ON ALL AFTLICAELE CODE• AND REaLLA1IQIS t nr CONTRACTOR SMALL YflIFY ALL COOff O" AND DPGtlaNS AT TC JOMMN E MOR M COM'BlCM SI01•C THE CONTRACTOR SHALL RePOII ALL DrCICPAWR& 1511TRtl9gJ 7ME PRAWNS& AND DOSTM CODRIOH& TO ne AICNn = PPOOR TO COM'BIC'►n mom 3. CONTRACTOR SMALL SUFTLYLOC AIE AND IN INTO 7ME WIOW ALL NSDRM ANCHORS, ANXIM, PL47ES, OPENNSS. SLEIVISS MM2646, SLAG PSRREetlwl6 AND MiglS AS WAY BE REOIIIIRID M ATTACH AND AGCOYIODATE OTTER WL�16C 4 ALL PETALS AID 6.DTKNe aMORN GH,4i DRA➢IN16 AR■ N1.DED ,1D E■ TTPIC'JL A� SWLL ee COlS7RIm To WOW ro ANY SMLAR MIWTKH VKTAL RS N IK YK71•f Ezcerr uFa. A DeremT TXTAL a sNouN S. THESE DOCUMEHI q AS NSTRIlS&RS OF SERVICE. AM THE PROPERTY OF THE AR=W= AND MAY NOT on USED OR I.rRODUCED WTHOUT DT.SSED PRIOR SRITMN CONSENT FROM 7ME ARCHnEW k ALL CLF78T ?MAT SOV CE THE Stm== ?' 6 EE AT OR AIDOVE,O' NAVD HIM DESCRIPTION: ALL OF LOr . AND THE WORM 60 FEET OF LOT S POLO COM ACCOMONO 70 7/0 MAP OR PLAT THMR=F A• RECOOEP N PLAT FOLK K PAGE n, PIEILC PEMCO OF PALM MA04 CCLkrr, ROEDA. LEGEND: architecture, planning rc and design u w IM E..t M.* A— sa. 7D U M- 551-27E--E011 a MSM FDR ARFORNMrAL BIDS s FERMr n•ao4 WNSTffiX.,aN rLE SINGLE FAMILY RESIDENCE u a 3400 POLO DRIVE CCNMWE POOL OSCK AND PAVERS w GULF STREAM, FL DRIAtiUAY w REWSKM 7ua STORY Fewom a (TILE ROOMol a SET BACKS: REaWR® PROPOSED FRONT s•'-r ]C-4•J_ x SDe NIt7RIOR (NORTW 2!'-Y 26'-Ier a' GmNTERIOR(SOUTW 23'-s 2W.,& � REAR (YmT) 30-V I.-,. � Q A I OUL-J W. Sd-C (TOP OR RDGU M'i' (TOP LP RMT FROMM FLOOR TO THE NISLCST EXTERIOR FONT OF ROOF) Z ZONING: GULF STREAM CORE FLOOD ZONE: AE = 6-0" N.A.V.D. TOWN OF GULF STREAM SITE DATA TABLE _ u Q ilr DM�S SNTTFgR WErEtnl W RNr6.laRamR.RSoa:RFeeAL J IN�AQRRFRNINYrRCW RLE NLWER � 912A7 01 C � DRAWNO TH E ME LOT AREA 24AM SA' e cxc.ILAT101s Donn Dena New NET NSn • SOFT. • SOltQ0 SOFT. SOFT. N ( Ll •SOFT. • SaFL 26 SOFT. 25 SQF? i FLOOR LNNs • • SaFr. 2Fn SOFT. 2" Sa" FLOOR Coy"m • Saf� r • Man. 40 SOFT. 40 SOFT . MCHW ONDSWK2 VY) S PROPOSED N SITE PLAN 'K.00R cwtNm • •Sam •SOFT. •SOFT. '6ti''' "D6C�' • •earr •eaFr •earr. 'LO•!C (AT SOU - W (COORDINATION) u0 O DATE DRAWN W um • •aa". -moo". TS•Sa". 2e6 FLOOR AREA • SOFT: • • SOFT. 1 Son , , Marc mr=m • • SOFT. O so". • SOFT. AL FLOOR AREA • SaFr;q- • Sa" w-1 San w-i Man `D 10.18.23 I GE/JH i TOTAL MA 06CArE AREA I - I JOB NUMBER 20230912 DRAWING NUMM A1.01C .............................................-..:..'...:...'..:..-...:..-...-.....'....�❑��...'...I'1r��I...�.�..IL.-'....I�iI.—.--..7 .Ii .:....iI'._...❑I_....-..�'..-....IIIII...IIIII..FIIIII ..... ..tIIIIIFIIII.I ..F.IIIII..1_..IIIII.FIIIII....IIIII ................... ......... ....... ....`.�....II ..II..II.-.....�............:..: '....-...-... ...:. ..... ..-..-...I...1..........-.........—.....-.—..................-._. -......�....� .. .................... ....... ... ...................................................... ................... ... .. ----"--"".........................- . :I[[::::::;�:::::::::::::::::.::::::::: = �..._... .....L::.....:. ::: . .........._:.: _1 11 III II I11 . ..�I-,L 1���7❑ �I I� I� ::� ❑L_ILJ. c���� ---- - - .. .. I ❑ j:-:-:-.-.-.-.-.-:-:-.-.-:-.-.-:-:- c...... . --- III I I I' . . . . . . . . . . . r LJL I-�lL�❑�'I-_ FFTI�FFF 11 -�- II II II II II II II 1DI` lLJ❑L_]L_.�r� II II II II II II II ................. FIE' I ................ ...... -� II II II L �,_J ❑L j 11 JL��J �!L❑LJ II II II II II II II II II II II II II II -1i - ,Ir 11-jr_I II I �II_i1.II I ILJ JL�L—i .� L1JJ�� -: •- II II II II II II II II II II II II •: �• .�� OO -'II II II II II II II II II- IIlfIIIIIP- If II II 11 - ...................... ................ . .. . . . . . . , . . . . , . . . . . . . . . . . . I I . ....... 1.......:::: 0: - - - - ................ u-, . . . . . . ... . . . . . P: -L� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •.'..'.-.'.'.'.-.-.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .- . . . . . . . . . . . . . . . . . .....[=] ..•.-.....•.•............... ...... •.•.•....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ':' N'.'.....'.'.'. --'--.'. . . . . . .. . . . . . .. . . . . . . .. . . . . . . . . . . . .-.--.'.'.'.'.'.-._.'.'.-._.'.'.-.'.'.'.'.'.'.'.-.-.'.'.'.'.'.-.'.-.-.'.'.'.'.'.'.'.-.'.'.-.'. ................................ ............................................... ................ ...... ......................................................................... ................. ........ ......................... - ........... ................... 11 ................. ................................................... .. . . . . . . . . . . . . . .... . . . . .. . . . .. . . . . . . . . . . . . . . . •.'.-.-.-.'.'.-.'.'.'.'.'.' ..................... ................... ................... ....... -.................... ........... PROPOSED HARDSCAPE VS. PERVIOUS PLAN SCALE: 1 /8"=V-0" NOTES: L DO NWT eaxe ORAMMIN 2. POLO V91VT ALL Dl1511NWN61 A CCNIRACYOR TO VeflT ALL DWIN* CONDITICM MD N011W AICWWT r ANY DOCI INPANCT W/ CRYA S& lees 4MAKA4. NOIe6U 4 ALL AMA CA n• ATION6 AM APPRCK aON TFO USTeDm Cr or PrL.o olwn N VICINITY MAP PERVIOUS AREA 0 6n elA. Pr. Oies as PT. OII66 eG Pr. Ozm ecl. PT. Oxe eo. PT. 0 4" eo. PT. ORB.4 ea Pr. O4,124 6d PT. Oh562 P. O m ea Pr O On eeo eo. rr. TOTAL, 4- mo era Fr. LEGEND: LANW6CAre A1lA 0 CWNCPWM Wear 4 I-AAM OPW S"Y45IRY UALIOIN7 im $TORT meow4cm TOTAL nTWOOM V6 POW" AIWLA. TOTAL &M MINA IRPKTN! LDTA 24A61 6A• TOTAL PU LANS FOO1PRm4T, 1061 60P P1nRVIWU6 APW.& 42I4 601- /DItlV01MT, floral , Poo1.TIer1LIS 6A3e0 KT J TOTAL FMRVVM AICA lLMPGCAF1 W 41W mr TOTAL WrWAOIM APIA • WAIN / 24A61 . 5S M TOTAL FMRVICUS APQA . 4160 7 24A61 . 40A TOTAL PeWv1a46 • !PURVILTM AROA. 4T60 - WNH • 24A61 . 1606 /PPaRIQ'D CPO4 $PAC! 406 - PIlWMfP 40A WPe4 BrACLU architecture, planning and design 1045 Fad AUudb A— Sit 303 DWrmy Beek Florlaa 17461 TEL 561-275-8011 FAX- 561-27"129 ISSUED FOR AIRIIANITAL BIDS PERWr ANON CONSTRUCTION PROJECT ME ' SINGLE T FAMILY RESIDENCE a 3400 POLO DRIVE, GULF STREAM, FL N INNS w d Q z w U I i w 11M6R�N6ItlI1gtC1mORC117L w RIWr1OpK11W!•OORAL *LT. 6RNamMMf/1Olm ALT. IwFU NUMER w912A102HP IL ORA6R16 7f11E WPROPOSED HARDSCAPE VS. 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Sir 303 Ddm 9-1, FWWO 334M TEL• 561-275-6011 FAX WI-27W-m120 LS.SUM FOR AIMIUMnL IDS PERMIT AN1M CONSTRUCTION PROKCT TIME SINGLE FAMILY RESIDENCE a 3400 POLO DRIVE, o GULF STREAM, FL W REVISIONS ot ot Q 1 Q w F U w u Q 11r OIIIrYIWTFLMCDIIRDTNDL w RNdWAVORmKRS'"am RNIANKIt�6H1AETPWDmU OLT. O FILE NUMBER � 912A201N � DRAY/N(L 7fRE W PROPOSED SECOND W FLOOR PLAN (NOTED) 0 MlE ORAMN R N 01.02.24 I JH/GE J()B NRI1BFIt 20230912 DR4*m46 NUMBER A2.01 N z %� mma�eTae m nwca naca � Rnw,arr a.o ru Rr r• o�-awtMnt urlR�ceRt e00NO CnrOm/FlrIMAM -(r-n "am POYArO-RAD0"m arymaYY� WGQ024./ bi i FLaOI'TKIMt}'ArrTCMRf—� MsTA ru.ow ama aa►-.n+mfOarl 0401. o,wrr TO BriE FROM ATTAC~TO MOM M ISM tWM TRArr Crib, ROR rOLM PWMAw 1 3,0 MOM m-, 00. YlA11AL WR N P . cM , ewR KL 4RM - RVNM[T 41w1 � lI.A9w1 OArL • W) .Li41f MV f1L O1H rTOCY.O AiHi rIM®. 1 3.0 architecture, planning and design i 1016 Eai AV-W An. 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TO NAVD RM LXVATI)N 1 Kim. rO/ NAVDJ 10[K IILAOnrrrar •�rIM1M TOrK MMQq•NW 11M ,O[K arNrM aa�raw rl / rn • L.. So CIA PiAitTl10! �� 1ONI.wL•QMGKN IrM 11erK A1M Oa1•MW tlM Ta[K Le•rw Cri�.er M/Ir•M ir.r. PROPOSED WEST ELEVATION A SCUP l WW - r-7 �r z PROPOSED SOUTH ELEVATION AV &`,ALE I Ww - r-w ELEVATION NOTES aoord amonnr mr�Oar •'r'M' ~ a:rLiir'ra`ri.m Araow�ilo re~e1w ■❑ G�Nw�GAI w1rrlNal►r•C\[11'rJMOIi /LL llr u~ma TaerM.rlN oTmN. / dMG YIIaID DOrL•a111-wWLtMlrtMll _NOR I4AIR#rLTar gNarl RR rONrM 21 OwYM.r • Molr.1LL eraLrto NM1M } LATrr. ri.wrnu�O1m rwe nir uw cr.IwrllwrL air+�i► D❑ lwv1aac aRRAMwmonter woa r.reRa AN.T . TTrroi�ilm�r�mo�RcaeNrwu. 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KFILE NUMBER w 912A301 DRAWMD THE WPROPOSED SOUTH & WEST W EXTERIOR ELEVATIONS DA7E DRAWN BY `9 12.13.23 I GE JOB NU\6ER 20230912 DP-~ WW*R A3.01 O w "b G Graphic Scale e3 10 0 5 10 20 40 (In Feet) .a 1" = W-0" E'd' K 9PO M A1YIMw YIR INYUrOro IADYIOE 1 alalC YMO d AN APlN20 taMM �� 11a41i� iOK WY�LEMNI�WO ANfIA IfA 60 Ydltl Nib A9MfOY llAMtwP TNIAT! � (YI IY IOM111iPJ E1 00.W ARINp AOCOaOWO ro wIYAeNAsq aCMY1b4ATYla Plant List Key Qty. ScientifictCommon Name Ht. Spr. Remarks NAdw T AY tO MUM PALM 1{' Od. wour mm SPEnmu M N AY' 1 AWRIMA MQJWLLN th16' 0A AY' 3 Ih1B' OA �(TRIA/K NEI6FII3 N H AW 3 ii-t!' O.A. MATMTTM MM M N 'dG we 2 rwpNpAOMMMty •urtt� ¢Ey' llrtlE �N YAONWA 12-i{' MY { C9J.ARFiCK • 3` DBH (MMUM) Y x C PD 2 FNOYMMC b1TEMAW .4. uwt�"N Nana sBatN N N PS 3 ppE��� 9YCyE� 1NID DA>E PAW 12' CIEM M000 IIDIb >BOY-aP1DID wr1R1N N x F RE ♦ itamom�AL FLORIDA �RYOgtED MAW" YF X M9 B (( TA 1hiR' 6.A. NA&MM MO N X Key ScientificlCommon Name Ht• S r. Remarks N d. 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N N PAi' 14 24' IV FUIl i "LLON N M ppp DpON"ApPUs yA�aTA FOYEN IODOCMltIR3 2 3-f' S-3t � To USE ' N M POD' tOBPoFO�ppOARpUS : 6aa---e6s' TO Fuaaua> Y PW u YAORppryT�U 1e2E-1eH" ' aOR�M1 oa1K3e umKPsof a1GmANAL-lAnwN R NN N POP 41 Pog MPyyA'PRNRES 1{ 1 11` RKy 10A IAA- N M R0E IOO "WCUT&M 20 1 16• FULL TO 9AY 2 OAtlON N M SC1 37 � ' 'ORFEN 1{` 1B` j"t'y' y,�e' N N SR 5 STEPIIANOT fLWNBUNDA M"I MS wwRN�NoplaiKl�-yUQy PR N H IRA ! ,,JASYJ 4 m � 2` RUXIiAS ART /Au SPEOIYEN N N TRY T46 JA KNFL &IMMI A ASIATICUM 'WM "' P e MT� Q�O• N M Sc 319 �ED BY ON'XER - - {' PM Gen"W Mining Requi/ements Ipl[II A rAurgloNu IIKIM YaUJt r/ Eoms wrAOr • >a NANa AW 1VRBICATONt /OII MtNi 111M EOai ro OIIPi d IFIIIEt ° ro s w�io°fm rr °n�. wo nAealOn 0. ,lu°°MI��'°P m9MLL2 rla roFNS�I.WP�T'N"iM°F Oa1W1 PMII IInroNR iYEASt� arAR 1Nioo -- - �sNEAS •Id Ss•P. A•.-;-11 L A N D S C A P E LDS DESIGN STUDIO 9581 NW IIth Street Plantation, Florida 33322 Phone: 561254,339T -.1 p.Wrinnd-gru'Ndionot W.Nft . I-d—gnd dio.tut ,V rmR , IT'S THE IAWI 811 W ` CBI/ C/� n /� 1^U\'9 J /Ei� 0 V •ice" O 9W.T^��jr 0 '• ry�ID1 SW�ROpWi Sf KK � � OPEIAT mMRM�II TA"�fNf tI �M (�� 0. N M flflfr M A OBaV4NLY Yalld M LNM Wt DOA 01% M PUNIIIN —I IMM P. MFPWNEfYK�M1CMM1TtFRFB MS M agtB ro YEIx PaaOtIEME ro M rNN, AMRPM AMO MAauM aWwla lAYart cptlaw.nors ro �Ip�A Nip Yvu PIIOAOS Oale<Tal N M E�BIr M PIFAD NIAO10M9 r1YJ YAY K N fAINitT 'IFM M PW1. l7V 11VL1 e/U IBE, Specidlnstructions 9 1. OOIOlK eiR TEVd10 RN11N1 f/fOM 01 A lOpfl MLL K PRC�AFD YY M ODNWL COINRfICftll rINE Ill i11141fD H1C UMdq No D�RAL.E AI01 AYPPp YWL K (a i� PN)WFD BI M lNID9`dPE RMOONaICIOR t MA WYB�D�AN�OW (W(21p1 �MFA!A�4 gtpldgGim d M PW(�IfN6 PUN f1wl. RF1LK 1 FPEWOf�LBt KMY B 10 INF 4RWNfIYm MNS ,,2 Ks fWPR11Y A@Mn. T BO slue N^,.� t,Ed 40INfi P�s2rOla�rwl'd YSRcm1Is M PPPRawN.>E 9uwnry Mr cw K M111[pgm O A ` UA 1. M PUNDK - ENML K O[idMIN K M IKE'f IaIPR IIAK M M TM -gs 11Mt. 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PaEATTA �•_, M ruui aR411a[s. r um Aivw m AA" I I(, PIp1fLr TwaN nroYnE audio. 19oY O `n`ArY.' 1p9i11 "' ot�u Ti`oaAliPNii' PI•w g uorowr PNO AT RqE. 1Ng0 rtNK1 W EwTA42 Ila A14 ro sTA41121 isK 1BMOK ws9AP T11oY T9P a' A0019ML 3 ollmiM muoc a faun 4 O4RA1Pd ro K M EMI[ A9 INYOIm MAK iy�N�vx aAK. gar wR To PK.air EwsTH lRa1a01aN M TadK lKMEm 11AllTalE Sol W sPmAtDJ ETMD] . M iTYP.,♦ yMEEi'I. E EP[dN0 NNA. Large Tree Planting; Detail PM PlanW Gmik f 0 N 4 L ro a0 r4m Not To Scale Shrub/ Grou ndcover Planting Detail Palm Planting Detail P9oPEm IEgltal0 wa. Diamond Pattern Vine Detail Not To Scale Not To Scale 3/8" =1'-0" Seal: Date: 01.11.2024 Sheet: LP-1 Of. One b Mitigation Requirements Existing Trees To Be Removed Quantity Trees Provided Quantity Tree #'a: 02, 16, and 17..................................................3 Trees 3 Total Trees Replaced With ........... ..................... ...... 2-MG, I -PS 3 Trees Removed 3 Trees Provided Existing Palms To Be Removed Quantity Palms Provided Quantity Royal Palm #'s: 03, 05, 07, 13, 14, 15, and ) 8..............7 Palms 7 Royal Palms Replaced With...,.......................,... 4-RE, 2-PD, I -PS Christmas Palm #'S: 08, 09, 10, 11, and 12.— ............... 5 Palms 5 Christmas Palm Replaced With .............. ............... 3-AM", 2-WB 12 Palms Removed 12 Palms Provided ID # ScientifTclCommon Name Ht, Spr. DBH coatitioD Disposition 01 % TKE 25-30' 45-50' 64' rAIR roN 1"llow FICIENT 07 10 " 20-W 55-30' S"/12" POOR - NOlam ItMt 03 ROYSTONLI KCNf O.A. N/A N/A PAIN/GOOD TOM i1El10VE0 ' 04 10-15' 23-30' N/A POOR RpW5�0ANLE�A SPEbCES RDYAI, ►REAR O.A. N/A N/A P00R/rAIR pR � (MyeEwNG TO al MOVED TAPER ' De TH� �MEA 12-IS' 10-14' 0.S" POOR Mwz� R 07 y C 40A N/A N/A rA*/OWD TO K REMOVED OB A�plp MAS PAW 5 O.A. N/A N/A FAIR TO K REMOVED y� 7S K ADp��Dµ Mp�tyS IMImAS PAW O.A.S N/A N/A PN11 TO K REMOVED ba 10 A�WNA�OfA1UyPElE SI & CIfRf8TMA5 PAW 30 38 M/A N/A TAM TO K REMOVED I i All= "We PALM ' —3 OA N/A N/A PNR TO K REMOVED 11 AOO % CNSR►13(7YA5 Puy �� N/A N/A PAIR TO K REIA m IS AOYANL PAIAI CIES I�1'Ai. Pµ W tom' N/A N/A rMa/0000 TO K REMOVED t4 K8 4Oy�' N/A N/A POORfI`AIR ONK /UN�D TMER I5 ApOYNIK' SP[CIES 5-W N/A N/A FA1R/0000 TO K REMOVED 1s TTAB 30-13' 8-10' 11• POOR TO K REMOVED 17 T,TAKBUTA T1REE W/TIRPIE TRUNK se -a", 15-10, Arlwt w POOR TO K REMOVED 1S RO3YITAN f W", O.A' N/A N/A rA1R/0000 TO K REMOVED ' 1B '*fAf&rW CLUSTER 10-20, 10-15" BAW POOR TO K REMOVEO ' Designates 7Ycep/Palme That Do Not Require Mitigation. POLYPROPYLENE EQUAL TO MODEL BY TENRAR EARTH 1 TO WOOD BARRIER WOOD MEMBER D MEMBER A' O.C.(MAX.) N01E5 1. RARRIERB SHALL W1R BE ERECTED AT OR BEYOND THE S Or THE CRITICAL ROOT 2011E (CR2) Of ALL E=TM TREES TO REMAIN (SEE PLAN FOR LOCATIONS). 2, THE Car IS A CIRCULAR AREA USING A RADIUS NEASMD FROM THE CENTER OF THE TREE. THE RADIUS Is CALCULATED AS ONE rOOT Or RADIUS FOR EVERY ONE INCH OF MUM AT BREAST NEWT (OBH) MEASURCO AT 4.0 FEET ABOVE ONA01. 3. BARRIERS SMALL REMAIN IN PACE UNTIL ALL PAVING AND CONSTRUCtiON IS COMPLETE AND ALL HEAVY CWPNENT IS OUT Or THE AREA, 4. ANY OAMAOE TO BARRKRS SMALL K REPAIRED IMMEWITLY. 1. CONTRACTOR RESPONSt" FOR TREE PROTECTION SMALL KCOME FAWLUA WON, AND ADHERE TO, ALL TREE PROTECTION KASURES ASOUTUNIO IN THE TOWN Or OULr STKAM COVE Or ORDNUNCEB. Tree Protection Barrier Detail Not To Scale .x A..,A• A i v I. ANIISCAPI+. LD5 "VISIGN .170ti,.170t i� 9581 mw I td, strew Yl,nrulon. H."dT 31W Phone W.:3J.3.397 F3am3 j.WjAl.W..p,wudin nG Wdn,I. Lw-pnNadl FITTH RI�lIr Date: 01,11,2024 Sheets: TD-1 Of: One C 0 v e w -P 0 o � 'mot COD 0 0 C� 0 CD CD < b o� � b � � pox CD CrD g 0 4 �. P (PD w w � 00 CD N O N QUY 0 0 0 00 Existing Existing Specimen Fig Tree Decorative Driveway Apron Decorative Decorative Driveway Apron Decorative Pilaster Pilaster Pilaster Pilaster East Facade Elevation Matched Date Palms Foxtail Palm Cluster Clusia Hedge Wood Dock Polo Drive The Coulter Residence ��0 3400 Polo Drive •Gulf Stream, Florida • 33483 January 11, 2024 Clu: Hed Foxtail Palm Cluster Clusia Hedge Wood Dock Matched Date Palms West Facade Elevation Existing Specimen Fig Tree _ „ The Coulter Residence ,= O O �o 3400 Polo Drive • Gulf Stream, Florida • 33483 1 January 11, 2024 COULTER RESIDENCE ILI Hamm gem UMI EAST ELEVATION ge irchtecture, inc. COULTER RESIDENCE k-4.77, M�F I WEST ELEVATION g e architecture, inc. COULTER RESIDENCE If Y m i A r-7.1 I ±t.- -.M 7 SOUTH ELEVATION ge architecture, Inc. I ±t.- -.M 7 SOUTH ELEVATION ge architecture, Inc. COULTER RESIDENCE X W. fA eJvd4& (Wv"40� NORTH ELEVATION ge architecture, inc.