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APP 98~2
TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR., Mayor JOAN K ORTHWEIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH March 25, 1998 Mr. & Mrs. Thomas Murphy 6 Driftwood Landing Gulf Stream, Florida 33483 Dear Mr. & Mrs. Murphy: This is to confirm that on this date, Planning Board held a Public Hearing for a Level 2 Architectural /Site Plan Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager KRISTIN KERN GARRISON Town Clerk RITA L. TAYLOR the Architectural Review and at which your.application Review was given consideration. Your application to permit the construction'of an addition for a new kitchen, family room and guest bedroom and bath was approved as requested with the following conditions: 1) Health Department approval of the septic system shall be secured prior to issuance of a building permit. 2) Drainage Plans addressing the modified area of the site shall be submitted prior to a building permit. This approval was based on a finding that the additions are compatible with the surrounding neighborhood, and consistent with Section 66 -144 (b)(10) and other applicable review standards with the conditions stated herein. This approval shall expire on March 25, 1999 if a building permit application,including the aforementioned improvements, has not been approved. Very truVay� ours, —TC7-4—/— Rita Z. or Town Clerk cc: Mark Marsh 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING STAFF REPORT Application #: 98 -2 Owner. Thomas and Barbara Murphy Address: 6 Driftwood Landing Agent: Mark Marsh, Architect Proposed Improvement: 1,092 square foot, one -story addition that will be connected to the SW portion of the existing home. The addition will contain a bedroom, family room and new kitchen. Approvals Requested: Special Exception(s): N/A Variances: N/A Architectural /Site Plan Review, Level 2 (ARPB approval only) Permitted Floor Area: 7,227 S.F. Proposed Floor Area: 4,084 S.F. Zoning District: RS -F /Fringe Proposed Height: 16 feet (< 20' preferred) Existing Architectural Style: Gulf Stream Bermuda, one -story Adjacent Residences: Heilakka Residence /G.S. Bermuda style home under construction to the West; Across Street: to North and West are "other various style" homes; to South is a G.S. Bermuda Style residence. Potential Issues Considered During Review: No significant issues arose during review Staff Recommendation: A motion to approve, based on a finding that the additions are compatible with the surrounding neighborhood, and consistent with Section 66- 144(b)(10) and other applicable review standards, with the following conditions: 1. Health Department approval of the septic system shall be secured prior to issuance of a building permit. 2. Drainage Plans addressing the modified area of the site shall be submitted prior to building permit 1 Fd tL 14-D D 177DA4 s 11. ADDITIONS AND REHABILITATIONS Additions and rehabilitations should be designed to match the design of the remainder of the existing structure so that when finished, the addition or rehabilitated portion appears to be an `original" part of the structure. Wherever possible, existing discouraged or prohibited design elements should be removed or replaced and preferred elements incorporated. Very large additions or significant rehabilitations will be treated as completely new structures. Required ■ for existing homes identified as having one of the styles.of.architecture described in Article VII Of this Manual, the design of the addition or rehabilitated portion shall conform with all standards found in that article for the particular architectural style, unless the style of the entire structure is to be changed ■ the design of the addition or rehabilitated portion shall match the design of the rest of the existing structure as closely as possible, unless the overall design of the entire structure is to be changed ■ the design of the addition shall represent a logical extension of the existing structure in terms of location, form, mass, design and use of design elements ■ the design of the rehabilitated portion shall not create a significant inconsistency of design between the rehabilitated structure and other structures on the property that are not to be rehabilitated ■ additions and/or rehabilitated projects which exceed 75% of the value of the existing structure shall be considered to be "new" structures and shall be subject to the standards found in Articles V and VI and VII of this Manual Preferred • replacement/removal of existing discouraged and prohibited design elements throughout the structure wherever possible. • use of preferred design elements wherever possible Discouraged ■ use of discouraged design elements not present on the existing structure Prohibited • use of prohibited design elements not present on the existing structure • use of prohibited design elements present on the existing structure without approval of a Special Exception (see Article, Section B.1.) 0 Gulf Stream Design Manual January 30, 1995 Areawide Standards V-22 "Revised "July 18, 1997 TOWN OF GULF STREAM r RECEIVED FEB 15 r:= APPLICATION FOR DEVELOPMENT APPROik" `'.f Gulf Stream, FL FORM ADA.592 '"j Department 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 ADA.592. Failure to complete this form properly will delay Its consideration. ARPB File # P -;Z PART I. GENERAL INFORMATION To be completed by all applicants prior to pre - application conference with Town staff. A. Project Information I.A.1. Project /Owner Name: Thomas & Barbara Mur I.A.2. Project Location: 6 Driftwood Landing, Gulf Stream, Fl. 33483 I.A.3. Project Description: I.A.4. Project Property Legal Description: "SEE ATTACHED" I.A.5. Project Property Size in Acres and Square F B. Owner Information I.B.1. Owner Name & Signature: Thomas N. Murphy 1.B.2. Owner Address: 6 Driftwood Landing, Gulf Stream, Fl. 33483 I.B.3. Owner Phone Number: 561-274-4260 C. Agent Information M. Mar}- Marsh I.C.1, Agent Name, Signature and Firm: Digby Bridges, Marsh & A arc- , p A I.C.2. Agent Address:__ 124 NE 5th Ave. Delray Beach F1 3348 I.C.3. Agent Phone Number: 561-278-1388 - rC(;-J (CT AA/3-0 3 -1- rS_ Pre -App Date App Date /4' Com Date Official Use Only ARPB Date Rec. iii Application for Development Approval Form ADA.592 Page 1 Town of Gulf Stream PART II. APPLICATION REQUIREMENTS To be completed by Town staff during pre - application conference. A. Review and Approval Processes ❑ ❑ 1. Al Vegetative Disturbance Permit 2. Administrative Appeal ❑ 9. Sign Review 11 ❑ 3. Annexation Review 4. Comprehensive Plan Text Amendment Review ©'{0• Site Plan Review ❑ 5. Demolition Permit 11 12. Special Ec eption Review ❑ 6. Future Land Use Map Change Review ❑ 13. Subdivision Review ❑ 14. Variance Review ❑ ❑ 7. Land Clearing Permit 8. Rezoning Review ❑ 15. Zoning Code Text Amendment Review ❑ 16. (other) B. Application Materials ul Required/ q re d e R c 0 m me n de d Number be ro of I Copies* P es atlo n Application Ilc Material rla I Re q• Re c. ..................:...... 1. Completed Development Application 2. Fee of $ 3. General Location Map 13 f% ` 4. Site Plan 3 5. Building Elevations ;�_. ` 6. Floor Plans 7. Roof Plan 8. Perspective 9. Color Rendering 10. Drainage Plan 11. Landscape Plan 12. Septic Tank Permit 13. DOT Driveway Permit 14. DOT Landscape Permit 15. Survey �3 16. Subdivision Plat - 17. Concurrency Documents 18. Proof of Ownership 19. Agent Affidavit 20. Adjacent Property Owners 21. Property Owners within 25' 22. Property Owners within 300' 23. 24. 25. *NOTE: Where multiple copies of a drawing are required, one copy shall be an original full -size drawing which is signed and sealed. All other copies shall be reduced to 11 "x17" or as specified by Town staff. Please refer to the Instruction manual for more detailed information. Application for Development Approval Form ADA.592 Page 2 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. Describe the exact nature of the project. To build an addition for a new kitchen, family room and guest bedroom and bath. This will recapture a garage and dining room and a bedroom for guests, both of which now does not exist. III.A.2. In what zoning district is the project site located? RS III.A.3. Is the project compatible with the intent of the zoning district? ID Yes ❑ No Explain.This addition matches existing structures in style and massing and is compatible with neighboring structures in zoning district. III.A.4. What is the Future Land Use designation of the project site? RS III.A.5. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? :0 Yes ❑ No Explain. Reflects residential charcter desired. III.A.6. How are ingress and egress to the property to be provided? No change III.A.7. How are the following utilities to be provided to the property? a. Stormwater Drainage On site b. Sanitary Sewer_ 0Pnt; r tank c. Potable Water ('; t y d. Irrigation Water_ __Thy e. Electricity FP &L f. Telephone Bell South g. Gas N / A h. Cable Television Actelphia III.A.8. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria provided in Ordinance 91/12 Section B.2.b. Same as 111.A.3 III.A.9. 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 Application for Development Approval Form ADA.592 Page 3 Town of Gulf Stream 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 Requirements IV.A.1. Does the project involy nd area within fifty feet (50') of the Al A (North Ocean Boulevard) right - of -way? ❑ Yes o (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 (If "Yes ", section C of this part must be completed.) IV.A.3. Does the project involve the clearing or filling of any portion of an existing vacant t or more than fifty percent (50 %) of the landscaped area of a developed lot? ❑ Yes o (If "Yes ", section D of this part must be completed.) IV.A.4. Does the project involve non - residential uses or more than two (2) residential units? ❑ Yes 0-N6 (If "Yes", section E of this part must be completed.) IV.A.5. Does the project require approval of a Special Exception? ❑ Yes &No (If "Yes ", section F of this part must be completed.) IV.A.6. Is the project at variance with any regulations contained in the Zoning Code? ❑ Yes CS'fgo (If "Yes ", section G of this part must be completed.) B. Projects Requiring an Al A (North Ocean Boulevard) Vegetative Disturbance Permit IV.B.1. What significant landscape features are to be disturbed or added and to what extent? IV.B.2. Describe the need and justification for the disturbance /addition. IV.B.3. Will the disturbance /addition destroy or seriously impair desirable visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroy or impair significant views or vistas within the North Ocean Boulevard Overlay District? ❑ Yes ❑ No Explain. IV. B.4. 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? Application for Development Approval Form ADA.592 Page 4 Town of Gulf Stream C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? N /.A IV.C.2. When are the proposed structures to be constructed? 6 if 98 IV.C.3. What is the landmark status of the structures to be demolished? N/A D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 4 inches in diameter and greater to be removed /relocated. N/A IV.D.2. Describe the need and justification for the removal /relocation. some minor disturbance to existing vegetation will be required to locate new structure. IV.D.3. How is the removal from the project site of vegetation to be mitigated? whatever vegetation is removed - there will be equal or greater replace- ment as part of this improvement IV.D.4. How are remaining and relocated vegetative materials to be protected and preserved during the land clearing and construction activities and thereafter? Barriers /Protective sdreens will be used to protect existing vegetation. E. Non - Residential Projects and Residential Projects of Greater than 2 Units IV.E.1. If common area facilities are to be provided, describe them and how they are to be maintained. IV.E.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding properties. IV.E.3. For each of the following, list the number provided and their dimensions. Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces:_ Handicapped Parking Spaces: Driveways /Aisles: Application for Development Approval Form ADA.592 Page 5 Town of Gulf Stream . F. Projects Requiring a Special Exception. IV.F.1. Is the proposed use a permitted special exception use? ❑ Yes ❑ No IV.F.2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? IV.F.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. IV.F.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? IV.F.5. What landscaping and screening are provided? IV.F.6. Are adequate off - street parking and loading space provided? ❑ Yes ❑ No Explain. IV.F.7. How are ingress and egress designed so as to cause minimum interference with traffic on abutting streets? IV.F.8. Does the use conform with all applicable regulations governing the District wherein it is to be located? ❑ Yes ❑ No Explain. Application for Development Approval Form ADA.592 Page 6 Towr. of Gulf Stream ,G. Projects Requiring a Variance IV.G.1. From what specific Zoning Code regulation is a variance requested? IV-G.2. What does the Zoning Code require for this specific site? IV.G.3. What is proposed? IV.G.4. What is the total variance requested ?, IV.G.5. What special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? IV.G.6. Did the special conditions and circumstances result from the actions of the applicant? ❑ Yes ❑No Explain. IV.G.7. Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? ❑ Yes ❑ No Explain. IV.G.8. How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? IV.G.9. Is the variance requested the minimum variance that will make possible the reasonable use of land, building, or structure? ❑ Yes ❑No Explain. IV.G.10. Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? ❑ Yes ❑ No Explain. Application for Development Approval Form ADA.592 Page 7 Town of Gulf Stream PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any additional relevant information regarding the project that was not covered elsewhere on this form or on any of the other materials submitted with the application. Application for Development Approval Form ADA.592 Page 8 0 a O Q 0 2 0 2 a J A O O 3 I- LL. v , , of , EXISTING ASPHALT ORIle- MLIUAIV LAMM 164.8' EXISTING PC". �PRENQIYY APPROTEp ADdM1N 45' -Y F I 1 L- -- DRIFTWOOD LANDING LANDING ROAD SITE PLAN SITE TABULATION LOT SIZE AREA ACRES 7 LOT SIZE 23,137 sq.11. .53 Acres EFFECmE LOT AREA 23,137 sq.fl. .53 Acres 1007 DESCRIPTION EXISTING ADDITIONS GROSS RESIDENCE 2.92 •i IL 733 w.1,. 3.725 w.11. 167 TOTAL ;992 .q.IL 733 w.ft 3.725 w.N. 167 HARDSCAPE 1.645 w.ft. 158 •0.I1 . 1.843 w.fl. 77 DMVEWAYS 2.231 Wt. - 2.231 ft. 107 LANDSCAPE 1 15.177 w.N. 677 FAR: FIRST 20,000 4W It. M .33 - 6,600 w.11 NEXT 3.131 "ll. it .20 - 627 w.11. TOTAL 23.137 7,227 .qJL NANNLW FLOOR AREA LOCATION MAP nw, LEGAL DESCRIPTION LOT 0 DRIFTWOOD LANDING ,SM -. PAW BEACH COUNTY FLA ADDRESS 6 DRIFTWOOD LANDING OULFSTNEAN.FL 33483 bKiE Y LT '--S R3'r u ASSOOIATFS 11.70. P.A. AIRCMTECTB L PLANNERS. 124 N.E. 6TH A VEN 1E DELRAY BEACH, Ft. 32441 407 - ere -uea LMURPHY MR3. R •IT[ SLAM s 9097 s i d 2 9 iD . 4 1 ` 4 13 14 TJ( 917 +176 a NN �Iry-o- Y KVLStKI r. tit_ASLYK & ASSOCIATES, INC. V 1s] w t` M U z 0 w I > z H (ij > O O a W U U w V L 0 T 4 D R I F T W O S) D 1, A N D I N G FOUND CUT NA1 N 89 -59 -53 W 185. 00' - -- - -�--- -- 179.00' 17' ASPHALT 40' (PRIVATE) EASEMENT INLET - -- _ - — - - -- _ 164.97' I e Mn C11DV9:Vnnc . or A klklrnr FOUND PK N.AI FOUND 5 /8" IRON RO - -- -- - — „ - -- rn w t` M U z 0 w a r~ w > O O a W U U w o CG n 0 -T I � 0 o 0 I 0 z U FOUND 518 IRON ROD 015.1' OFFSET 11.4' 10.0' w b.i' _• ASPHALT o 0 P L A T FOUND 5 /B" IRON ROD - L I M I T S 6' UTILITY EASEMENT FOUND 5/8" IRON N 89 -59 -53 W 164.74' — P E L I C A N L A N E CENTERLINE — — - - -- -- -- — - - -- - -- - 17' ASPHALT 20' RIGHT -OF -WAY x �a. Ln Cr\I I In 0 I of v: I °I w INLET w I D m w Q a N 10.00' FOUND P.C.P: Ln O Cr F F- a. J N (► K 'f H DESCRIPTION: LOT 6 OF "DRIFTWOOD LANDING ". ACCORDING TO THE PLAT TIIFREOF. AS RECORDED IN PLAT BOOK 30. PAGES 231 & 232 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE, LYING AND BEING IN PALM BEACH COUNTY, FLORIDA. SUBJECT TO ALL EASEMENTS, RESERVATIONS AND RIGHTS -OF -WAY OF RECORD. (AKA: SIX DRIFTWOOD LANDING, TOWN OF GULFSTREAM, FLORIDA 33483) CERTIFIED TO: THOMAS N. MURPHY, JR., A SINGLE MAN; JOHN ROSS ADAMS, P.A.; ATTORNEYS' TITLE INSURANCE FUND, INC.; PATCH REEF TITLE COMPANY, INC.; AND BARNETT BANK OF-PALM BEACH, AND /OR IT'S ASSIGNS. We hereby certify that this Sketch of Boundary Survey conforms to the Minimum Technical Standards For Land Sun eying in the State of Florida as establis! 'd by the Department of Professional Regulation, Board of Land Surveyors, Rule 21 HH -6, as amended, and it is a true and correct to the best of our knowle - 4e and belief as surveyed in the field under our direction on _ JULY 31, 1993 _ This instrument is not valid unless it bears an original signature and an embossed surveyor seal. NOTES: 1. All directions and distances shown hereon are per recorded Instrument(s) unless otherwise noted. 2. Elevations shown hereon, if applicable, are based on Mean Sea Level datum unless otherwise noted. 3. The lands depicted hereon were surveyed per the above description and no claims as to ownership or matters of title are made or implied hereon. kf BER'l P. BLA.SZI K & ASSOC* I A'I*FS . I NU . REVISIONS IAND SURVEYORS & PLANNERS P.O. BOX 63 -4195 1905 N.W. 55Lh AVENLIF PIAR(;ATE. FLORIDA 33063 I 11) , 1 970 -11800 I FAX ( 305) 970-0S411 Robert P. Rlaszyk & Associates, Inc. Certificate Registration No. 4477 State of Florida 01 01 Robert P. Blaszyk, PLS Certificate Reg. No. 4133 State of Floridi DATF I Ity I C:K'D FB /PG w U z 4 w a r~ w > O O a W U U w Z BRICK WAL CG n in w o U -7 8,0' , 9.1' 0 a .n E- to lU.i' 9.0' :° d w OFF T Z 0 10. A/C CV 24.2' CV ASPHALT o 0 P L A T FOUND 5 /B" IRON ROD - L I M I T S 6' UTILITY EASEMENT FOUND 5/8" IRON N 89 -59 -53 W 164.74' — P E L I C A N L A N E CENTERLINE — — - - -- -- -- — - - -- - -- - 17' ASPHALT 20' RIGHT -OF -WAY x �a. Ln Cr\I I In 0 I of v: I °I w INLET w I D m w Q a N 10.00' FOUND P.C.P: Ln O Cr F F- a. J N (► K 'f H DESCRIPTION: LOT 6 OF "DRIFTWOOD LANDING ". ACCORDING TO THE PLAT TIIFREOF. AS RECORDED IN PLAT BOOK 30. PAGES 231 & 232 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE, LYING AND BEING IN PALM BEACH COUNTY, FLORIDA. SUBJECT TO ALL EASEMENTS, RESERVATIONS AND RIGHTS -OF -WAY OF RECORD. (AKA: SIX DRIFTWOOD LANDING, TOWN OF GULFSTREAM, FLORIDA 33483) CERTIFIED TO: THOMAS N. MURPHY, JR., A SINGLE MAN; JOHN ROSS ADAMS, P.A.; ATTORNEYS' TITLE INSURANCE FUND, INC.; PATCH REEF TITLE COMPANY, INC.; AND BARNETT BANK OF-PALM BEACH, AND /OR IT'S ASSIGNS. We hereby certify that this Sketch of Boundary Survey conforms to the Minimum Technical Standards For Land Sun eying in the State of Florida as establis! 'd by the Department of Professional Regulation, Board of Land Surveyors, Rule 21 HH -6, as amended, and it is a true and correct to the best of our knowle - 4e and belief as surveyed in the field under our direction on _ JULY 31, 1993 _ This instrument is not valid unless it bears an original signature and an embossed surveyor seal. NOTES: 1. All directions and distances shown hereon are per recorded Instrument(s) unless otherwise noted. 2. Elevations shown hereon, if applicable, are based on Mean Sea Level datum unless otherwise noted. 3. The lands depicted hereon were surveyed per the above description and no claims as to ownership or matters of title are made or implied hereon. kf BER'l P. BLA.SZI K & ASSOC* I A'I*FS . I NU . REVISIONS IAND SURVEYORS & PLANNERS P.O. BOX 63 -4195 1905 N.W. 55Lh AVENLIF PIAR(;ATE. FLORIDA 33063 I 11) , 1 970 -11800 I FAX ( 305) 970-0S411 Robert P. Rlaszyk & Associates, Inc. Certificate Registration No. 4477 State of Florida 01 01 Robert P. Blaszyk, PLS Certificate Reg. No. 4133 State of Floridi DATF I Ity I C:K'D FB /PG SCALE: I" = 30' FB /PG: 55/34 DRAWN BY: rP DATE: 8 /1/93 CHECKED BY: P13 108 NO: 93 -020 a fic 0 z io z a J 0 0 0 3 r u- cc 0 1 1 1 oI EXISTING ASPHALT DRIVEWAY 50 CO' 1 ^-------- - - - - -- SITE PLAN PELICAN LANE 64 8' E ASPHALT DRIVEWAY r . , NEW ADDITION 8 i -_ ,848--------- - - - - -- DRIFTWOOD LANDING ROAD J � EXISTING POOL 1 N11RTN NEW i.LIN0. SLAB I I <I dl fl 1 1 .AVON SITE TABULATION LOT SIZE AREA ACRES % LOT SIZE 23,137 sq.ft. .53 Acres EFFECTIVE LOT AREA 23,137 sq.ft. .53 Acres 100% DESCRIPTION EXISTING ADDITIONS GROSS RESIDENCE 2.992 eq.fl. 1,092 N.R. 4,084 sq.lt. 17% TOTAL 2,992 sq.ft. 1,092 sq.It. 4,084 11.11. 17% HARDSCAPE 1.645 aq.ft. ISS n". 1849f VL 7% DRIVEWAYS 2,231 q.ft - 2.231 1q ft. 10% LANDSCAPE %#70 11,1}- fib% FAR: FIRST 20.000 q.ft. X .33 . 6,600 1q,ft. NEXT 3,137 sq.il. X 20 - 627 K.ft TOTAL 23,137 7,227 sq,ft, MAXIMUM FLOOR AREA LOCATION REAP NTS LEGAL DESCRIPTION LOT ,/6 DRIFTWOOD LANDING GULFSTREAM, PALM BEACH CWNTY FLA. ADDRESS 6 DRIFTW000 LANDING GULFSTREAM.FL 33453 S' liNi[7Ci�5, MARSH a ASS15CIATES INC. P.A- AHCI9TECT'8 d. PIANNERS. 124 N.E. STH AVENLIC DELRAY BEACK FL 83444 407- 278 -1388 i MR. to MRS. TOM MURPHY oLILFSTREAK FL. SITE PLAN 3' 9097 �ma.np, Ix pabct m �w�4n<t in... n S.�mm�9 HIMCIwd��G..l «�� d. Sp.caly . �u.aq�dm4 1rbiln Sp.s- aM InanyJyl mJ Jm .naJ eY ,.nrAllul b Y� B IU a It -- 5 42 13 4 TJK 2/5/98 MM 701.1 FLOOR PLAN NON'M NO STRUCTURE TO REMAIN AASONRY WALL 1AOD STUD WALL NG STRUCTURE TO BE 9'.16' CONCRETE COLUMN W/ IT AND p TIES O I2. O.C. 9 %24' CONCRETE COLUMN W/ iT. AND /3 TES • 12' D.C. LtIr�L+ r BRIp�ES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS L PLANNERS. 124 NE 5TH AVENUE DELRAY SEACH. FL. 33444 euT -27a -1666 MR. & MRS. TOM MURPHY OULFSTREAN, FL.`_ ARCHITECTURAL FLOOR PLAN i 9097 ..ti Ni a,e,.v, 1w va. w,M .• ncnm aN n`.a, inw "r.aua. w1 .w xnxl.a I¢ •.WI «iwa. iholbn. «NUp NM /mlmt �ma� tlYn.�Wn. m9ti.e gmcln w aa.hp,. M as 4 wa /ate •IUrm,nN . Ob1 i R O y i0 YI _ t2 t3 TP 2/5/98 « PM (,v4"-l'—O. A2.1 ROOOF PLAN @ �Yr.tia BRIDGES, MARSH 8 ASSOCIATE° INC. P.A. ARCHITECTS 6 PLANNERS. 124 N.E. 6TH AVENUE DELRAY BEACH, FL. 33444 —7 -278 -1388 7 s MR. & MRS. TOM MURPHY OULFSTREAM, FL-' ROOF PLAN 909TH rwl 1M«N la 4 «wa, Nx «w w�su «a�w. y«w„e a.Fa...a ►w.. sw =- �,� na wadi «r �: 1 11 n E 12 13 1P /TJKv 2/5/98 « (1/4"-V-0 PM A3.1 NEW CEMENT TX.E TO MATCH EXIST, 8' - B A5' M V.I. NEW DOUBLE HUNG WINDOW TO MATCH EXIST. - NEW %' STUCCO KNISH TO MATCH EXIST. NEW SHUTTERS TO TO MATCH EXIST. N- III. EAST ELEVATION EXISTING NEW ADDITION NEW CEMENT TILE TO MATCH EXIST. 7 INERT ELEVATION DIQBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS A PLANNERS. 124 IN E. 6TH AVENUE DELRAV BEACH, FL. 33444 407.278 -1388 a s MR. & MRS. TOM MURPHY OULFBTBEAY, FL-. ELEVATIOND 3 9097 .on cm4nnlm .1 a. so•c �n�atwu �n1.MM Xy ,M p�. •ra�X.n N let • Nm�w.e a U 1 iu iY _ 6 m B 1J 7 0/21/970 (Vo 4"-l'-O TJK MM A4.1 NEW STUCCO KNISH TO MATAI CH EXIST O -O ® INERT ELEVATION DIQBY BRIDGES, MARSH & ASSOCIATES INC. P.A. ARCHITECTS A PLANNERS. 124 IN E. 6TH AVENUE DELRAV BEACH, FL. 33444 407.278 -1388 a s MR. & MRS. TOM MURPHY OULFBTBEAY, FL-. ELEVATIOND 3 9097 .on cm4nnlm .1 a. so•c �n�atwu �n1.MM Xy ,M p�. •ra�X.n N let • Nm�w.e a U 1 iu iY _ 6 m B 1J 7 0/21/970 (Vo 4"-l'-O TJK MM A4.1 EXISTING NEW ADDITION HE CEMENT TILE TO MATCH EXIST. 7 = SEEN son NINE _ loss = logo — loom SON! 1-0 = NNEi NN■■ _ ■■11= — Nom— ��.� �� ��'� �� Iii III oil I� ��� 1� �� ��� milli I. NORTH ELEVATION NEW ADDITION _ EXISTING NEW CEMENT ' 1Z - TO MATCH EXIST. -IT- --...-............. .,._.........." ..........:..... _.. ...W.......",.,..».,.._......r...-.- 7 HE DOUBLE HUNG WINDOW n _ — ■■N■■■■■■■s■■ ■ ■ ■ _ _ _ - - = =_ _— NINE ■E■■■■ ■ ■ ■ Lpollm, ■■ N INE _ I■■ To MATCH EXIST on NEW %' STUCCO FINISH TO MATCH EXIST. ■■■■ __ - - II� CCI I IICCCI I IIImCCI I I�ICCI � I loom NEW SHUT RS TO Mill I EXIST. _ _ ■■■ TO MATCHTE ■■■ ■■g■ SOUTH ELEVATION VJ F) REMOVE EXIST DOOR Jt FRAME BLOCK UP, APPLY NEW STUCCO FINISH TO MATCH EXIST. 0 6a1u6 "f BRIDGES, MARSH & AJSOCIA'TUD INC.. P A. ARCHITECTS L PLANNERS. 124 N E. STH AVENUE DELRAY BEACH, FL. 33444 4117 276 -9398 i I QMR. & MR3. TOM MURPHY ULF$TREAN, FL' ELEVATION$ t 9097 H. gol,ct •. oaln aetnM «I'o� au w nd�e. at �wynp~SW clwayG.i, ctur d. Swcbl,d• Ilkol un: C M19r� Sp,c- rllllrorwy� ^Mpdn- .e1�.,,Vh,a 1 9 B J ;D 1I i? 11 7 I: TJK 0/21/97° MM 1/4••1' -0• — A4.2 _ ALTERNATION PROJECT PROCEDURES PREPARATION: ' 1. CUT, MOVE OR REMOVE ITEMS AS NECESSARY FOR ACCESS TO ALTERNATIONS AND RENOVATIONS WORK; REPLACE AND RESTORE AT COMPLETION 2. REMOVE UNSUTABLE MATERIAL NOT MARKED FOR SALVAGE. SUCH AS ROTTED WOOD. RUSTED METALS DETERIORATED MASONRY AND CONCRETE; REPLACE MATERIALS AS SPECIFIED FOR FINISHED WORK. REMOVE DEBRIS AND ABANDONED ITEMS FROM AREA AND FROM CONCEALED SPACES 3. PREPARE SURFACES AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION OF NEW WORK AND NEW FINISHES. 4. CLOSE OPENINGS NI EXTERIOR SURFACES TO PROTECT EXISTING WORK FROM WEATHER AND EXTREMES OF TEMPERATURE. HUMIDITY. INSTALLATION 1. COORDINATE WORK OF ALTERATIONS AND RENOVATIONS TO EXPEDITE COMPLETION 2. REMOVE, CUT, AND PATCH WORK IN A MATTER TO MINIMIZE DAMAGE AND TO PROVIDE MEANS OF RESTORING PRODUCTS AND FINISHES TO SPECIFIED CONDITION. REFINISH VISIBLE EXISTING SURFACES TO REMAIN IN RENOVATED ROOMS AND SPACES. TO SPECIFIED CONDITION FOR EACH MATERIAL, WITH A NEAT TRANSITION TO ADJACENT NEW FINISHES 3. IN ADDITION TO SPECIFIED REPLACEMENT OF EQUIPMENT AND FEATURES, RESTORE EXISTING PLUMBING. HEATING, ELECTRICAL, AIR CONDITIONING SYSTEMS TO FULL OPERATIONAL CONDITION. 4. INSTALL PRODUCTS AS SPECIFIED IN INDIVIDUAL SECTIONS TRANSITIONS: 1. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING. MAKE A SMOOTH AND EVEN TRANSITION. PATCHED WORK SHALL MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. 2. WHEN FINISHED SURFACES ARE CUT 50 THAT A SMOOTH TRANSITION WITH NEW HONK WORK IS NOT POSSIBLE. TERMINATE EXISTING SURFACE ALONG A STRAIGHT LINE AT A NATURAL LINE OF DIVISION AND MAKE RECOMMENDATIONS TO ARCHITECT. ADJUSTMENTS 1. WHERE REMOVAL OF PARTITIONS RESULTS IN ADJACENT SPACES BECOMING ONE, REWORK FLOORS,WALLS.ANO CEILINGS TO A SMOOTH PLANE WITHOUT BREAKS, STEPS, OR BULKHEADS. WHERE A CHANGE OF PLANE OF Vi- (6 MM) OR MORE OCCURS, REQUEST INSTRUCTIONS FROM ARCHITECT. TRIM EXISTING DOOR AS NECESSARY TO CLEAR NEW FLOOR FINISHES. REFINISH TRIMMED AREAS. REPAIR OF DAMAGED SURFACES 1. PATCH OR REPLACE PORTIONS OF EXISTING SURFACES WHICH ARE DAMAGED, LIFTED, DISCOLORED, SHOWING DINER IMPERFECTIONS REPAIR SUBSTRATE PRIOR TO PATCHING RWSH. I FI SURFACES AS SPECIFIED IN INDIVIDUAL SECTIONS. FINISH PATCHES TO PRODUCE UNIFORM FINISH AND TEXTURE OVER ENTIRE AREA WHEN FINISH CANNOT BE MATCHED. REFINISH ENTIRE SURFACE TO NEAREST INTERSECTION. CLEANING 1. IN ADDITION TO CLEANING SPECIFIED IN OTHER SECTIONS, CLEAN OWNER- OCCUPIED AREAS OF WORK DAILY, 2. AT COMPLETION OF WORK IN EACH AREA. CLEAN AND RETURN SPACE TO A CONDITION SUITABLE FOR USE BY OWNER. DEMOLITH)N NOTES FOR REMODELING REQUIREMENTS 1, WORK INCLUDED: A. REMOVE DESIGNATED BUILDING EQUIPMENT AND FIXTURES. M REMOVE DESIGNATED PARTITIONS AND COMPONENTS. C. CAP AND IDENTIFY EXPOSED UTILITIES. D. PROVIDE TEMPORARY PARTITIONS TO ALLOW CONTINUED BUILDING OCCUPANCY BY OWNER, PROTECTION 1. DO NOT INTERFERE NTH USE OF ADJACENT BUILDINGS. MAINTAIN FREE AND SAFE PASSAGE TO AND FROM. 2. PREVENT MOVEMENT AND SETTLEMENT OF STRUCTURES. PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME UADNITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, OR INJURY. 3. CEASE OPERATIONS AND NOTIFY ARCHITECT IMMEDIATELY, IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 4. PROVIDE, ERECT, AND MAINTAIN BARRICADES. LIGHTING, AND GUARD RAILS AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING AND WORKERS EXISTING SERVICES L ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UnUTY SERVICES WITHIN AREAS OF DEMOJTION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UnUTY COMPANY IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 2. PLACE MARKERS 70 INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. PRODUCTS 1. EXCEPT WHERE NOTED OTHERWISE. MAINTAIN POSSESION OF MATERIALS BEING DEMOLISHED. IMMEDIATELY REMOVE FROM SITE. 2. CAREFULLY REMOVE, STORE AND PROTECT FOR RE- NSTLLATION MATERIALS TO BE REUSED ExecunoN 1. ERECT WEATHERPROOF CLOSURES FOR EXTERIOR OPENINGS. MAINTAIN EXIT REOUIREMENTS 2. ERECT AND MAINTAIN DUSTPROOF PARRTIdNS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE BUILDING. ON COMPLEnON, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES 3. PROVIDE PROPER PROTECTION FROM FALLING OBJECTS OVER ENTRANCES WHICH ARE TO BE KEPT OPEN DURING NORMAL WORKING HOURS. 4. CARRY OUT DEMOU71ON WORK TO CAUSE AS LITTLE INCONVENIENCE TO ADJACENT OCCUPIED BUILDING AREAS AS POSSIBLE. DEMOLITION I. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQURED TO ACCOMOOATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING, PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS. 2. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST. 7. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 4. REMOVE FROM SITE, CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED AND DISPOSE OF BY SAFE MEANS 50 AS NOT TO ENDANGER HEALTH OF WORKERS AND PUBLIC 5. REMOVE DEMOJSHED MATERIALS. TOOLS AND EQUIPMENT FROM STE UPON COMPLETION OF WORK. LEAVE SITE IN A CONDITION ACCEPTABLE TO THE OWNER. FLAT CEMENT TILE (MATCH EXISTING) OVER 906. FELT HOT MOPPED OVER 300. FELT TIN TAGGED TO CODE PREENGINEERED WOW TRUSSES LATERAL BRACING • 8'0' O.C. MAX. BATT INSULATION- (R -3D) HURRICANE STRAP 12 ANCHOR (SEE STRUC- TURAL DWG'S) h ±B'_�(MATCH EXIST.) OB -. VI 1.2 P.T. DRIP EDGE - (MATCH EXISTING) NEW FASCIA 70 MATCH EXISTING 2.4 SUB FASCIA ZINC. COATED HI- RIBBED LATH 6.12 WOOD SOFFIT VENT • 6' O.C. MAX. N' STUCCO SOFFIT - (MATCH EXIST) 2.4 P.T. LEDGER RAISED STUCCO BAND - 1%3 P.T. NAILER - N' DRYWALL 8' BLOCK WORK - 1.2 P.T. FURRING STRIPS • 16' D.C. MAX. N' RIDGIO INSULATION - N' DRYWALL BASE (SEE FINISH SCH.) 1x3 P.T. NAILER - 0. CONIC. FOOTER - (SEE STRUCTURAL OWG'S) (I CONC. PILING (SEE STRUCTURAI OWL'S)= e' CONCRETE SLAB (SEE STRUCTURAL OWG'S) WELL COMPACTED FILL , HI sum, r TYP. WALL DETAIL 1 11 IN Ili 1_ 11 oil I'll 11 11,111 milli 11 oil 111111 FRENCH W/ SIDE LIGHTS n e SOLID WOW RAISED PANEL 11 OD C SOLID COLE WOOD FULL LOUVER I Dk'B Y BRIDGES, MARSH 3 A93T;t1..1AT'Ev INC. P.A. ARCHITECT$ 8 PLANNERS. 124 N.E. 6TH AVENUE DELRAY BEACH. FL. $9444 407 -278 -1308 MR. & MRS. TOM MURPHY 6ULFSTREAM, FL'�I 3CHEOULE3 AND DOOR ELEVATIONS 9097 tr .� I« IOM P.Ic1 0, r M .mW,e11« .xn Koi. sT:.w n«ara+, n Nl�up e t r �ulw 9 9 7 li? TP 2/5/98 PM - AS NOTED - A9.1 ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS REMARKS r �.I SDI IN t1 i i V ggggCEILING UUq z I� w u 100 FAMILY ROOM • • • • 8'5' 101 BEDROOM 03 • • • • 8'5- 102 BATH /J • • • • 6'5- 103 KITCHEN • • • • 8'5- 104 LIBRARY • • • • ARIE 2' TRAY CEILING 105 HALL • • • • 8'S" -- -- -_- 106 GUEST BEDROOM • • • • 85- 107 GUEST BATH • • • ttt • B'S' DOOR SCHEDULE SIZE MATERIAL FRAME REMARKS 100A _L3'0- 6'8' IN' • 1 1 1 1 • A 6068 FRENCH W/ 1'T SIDE IGHTS 1008 2 J'0' 6'8' 1N' • • • A 8 6068 FRENCH W/ 1'7' SIDE IGHTS RAISED PANEL IOTA 1 2'8' 6'8' 1N' • 1010 1 2b' 6'8' IM' • • C 81 -FOLD (FULL LOUVER) 102 1 2'6' We 1N' • • B RAISED PANEL 105 1 3'0' 6'B' 1N' • • D INSULATED IDEA 1 2'8' 6'B' 1N' • B RAISED PANEL 106B 2 2'0- 6'8- 1N' • • B RAISED PANEL 106C 2 2'0' 6'8' IN' • • B RAISED PANEL 107 1 2'1' 6b' IN' • • B RAISED PANEL WINDOW SCHEDULE S1ZE FRAME TYPE GLASS REMARKS � +2'�r2'2' ALUM. SINGLE HUNG TINTED (MATCH EXISTING) PGT 26 ALUM. SINGLE HUNG TINTED OBSCURE GLASS PGT H32 C ALUM. SINGLE HUNG TINTED (MATCH EXISTING) PGT 23 1 11 IN Ili 1_ 11 oil I'll 11 11,111 milli 11 oil 111111 FRENCH W/ SIDE LIGHTS n e SOLID WOW RAISED PANEL 11 OD C SOLID COLE WOOD FULL LOUVER I Dk'B Y BRIDGES, MARSH 3 A93T;t1..1AT'Ev INC. P.A. ARCHITECT$ 8 PLANNERS. 124 N.E. 6TH AVENUE DELRAY BEACH. FL. $9444 407 -278 -1308 MR. & MRS. TOM MURPHY 6ULFSTREAM, FL'�I 3CHEOULE3 AND DOOR ELEVATIONS 9097 tr .� I« IOM P.Ic1 0, r M .mW,e11« .xn Koi. sT:.w n«ara+, n Nl�up e t r �ulw 9 9 7 li? TP 2/5/98 PM - AS NOTED - A9.1 t 25' -4' 3' 6' TYP, 3' 36' -7' 6'-2' 8' -8' -i r------ - - - - -� I I I 1 I I 1 1 B I I B I I I I 1 I I I I 4' -2' I A u1 A 7' -4' L 7' -4' 1 2' -4' W I , I 1= I I= I- 1: I 13' -6' I F,RATIF RFAM Cr NF nl II F MARK SIZE REINFORCING STIRRUPS B -BARS T -BARS C -BARS E -BARS SIZE SPACING 01 12' X 22' 2 -7 2 -7 MARK 1 -7 3 36' O.C. 0 DO. 3 -7 2 -7 1 -7 1 -7 3 3@ 10' THEN 36' O.C. 03 DO. 3 -7 2 -7 2 -7 1 -7 3 DO. 04 DO. 4 -7 2 -7 2 -7 1 -7 3 DO. 05 DO. 4 -8 2 -7 --� 1 -7 3 DO, © DO. 3 -7 2 -7 ALL SLABS TO BE 6' MIN. THICKNESS WITH TEMPERATURE BARS 44 @ 18' O.C. 1 -7 3 DO, 07 12' X 22' 4-7 2 -7 1 -7 3 3@ 10' THEN 36' O.C. 0.25A 0.2513 0.25B 0,25B STIRRUPS @ 6' O.C. �I rE -BARS E -BARS }I I IN CANTILEVER /-T -BARS IC-BARS I I / 4 STIRRUPS @ 10' O.C. STIRRUPS I B -BARS *il 3'3' 12' -3" I I SPAN A SPAN B CANTILEVER I � GRADE BEAM DETAIL & NOTES 15 i ALL 'T' & 'B' BAPS TO BE CONTINUOUS WITH NECESSARY SPLICES IN 'T' BARS. (36' DIA LAP) AT MID -SPAN AND AT SUPPORT WITH 6' LAP FOR 'B' BARS. j STIRRUPS TO BE SPACED BEGINNING AT 3' FROM FACE OF SUPPORT, THEN AS SCHEDULED. pROVIDE 2' COVER -1 I SIDES & TOP TOP AND 3' AT BOTTOM, O EXISTING PILES 1 j TOPS OF ALL GRADE BEAMS TO BE 8' BELOW FINISHED FLOOR. PROPOSED PILE LOCATION _ L ^___________________ __^ J - . 0.2513 • 0.25B 0.251 v #4 DOWELS @ M � 18' O.C. TYPICAL TOP BARS 61�1�1�1� W C) a W O U EE- W v ti �F—w -MOO aQN � t0 � I w F-: U � oM.t Lj ww �� ul c w � o °Az 01 -03 -98 scxe 1 4. -T. -O' °RA" EMB 'LE 9705002 SHEET N0. 1 of 1 12' -7' I U BOTTOM BARS TEMPERATURE BARS I I I I I i i I I SPAN A I SPAN B (B> A) SPAN C (B > C) I --� GRADE BEAM DETAIL & WIT ES - ALL SLABS TO BE 6' MIN. THICKNESS WITH TEMPERATURE BARS 44 @ 18' O.C. _- _.--- ____._.__ r_____________._ - -� I I I I I I I PROVIDE DOWELS IN GRADE BEAMS AT ALL NON- CONTACT SLAB EDGES. I I I I I I I I L_____- .__- __._- _________J I O I I STRUCTURAL NOTES i ill i 1. ALL PILES TO BE 10' SQUARE PRESTRESSED CONCRETE AND SHALL BE DRIVEN TO A MIN. BEARING l CAPACITY OF 20 TONS. 2. ALL CONCRETE MATERIALS AND CONSTRUCTION REQUIREMENTS SHALL CONFORM TO THE AC131877 BLDG. CODE FOR CONCRETE WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 1 -615, GRADE 60, EXCEPT 03 BARS. MAY BE OI I I I GRADE 40, WITH DETAILS OF REINFORCING IN ACCORD WITH THE ABOVE ACI STANDARDS, I I I I 1 I I I I I I I 1 I 0 Q I Ol j Y MIN. BRG. 4' r--------------- - - - - -- 0 I REMAINING zo l I I I j EXISTING RESIDENCE I I I I I 8' TYP. L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J ----------------- J I I I I i I _ A4 @ 18' O.C. TYPICAL ALL SLAB EDGES. I I (NOT SHOWN ON PLAN) t I II • • I I L - -- -------- - - - --J ALL PILES CUT OFF 2' ABOVE a GR. BM, SOFFIT WITH ALL PILE I FOUNDATION PLAN - - - - - - - - - REINFORCING EXTENDING 6' BEYOND CUT -OFF, - - - - - - -- — SECTION A -A (TYPICAL) SECTION B -B FOR ADDITION N.T.S. N.T.S. 61�1�1�1� W C) a W O U EE- W v ti �F—w -MOO aQN � t0 � I w F-: U � oM.t Lj ww �� ul c w � o °Az 01 -03 -98 scxe 1 4. -T. -O' °RA" EMB 'LE 9705002 SHEET N0. 1 of /, - - -,\ EXISTING TREE LIST EXISTING 1' HT. FICUS PELICAN LANE / \ EXISTING 5' HT. FICUS $YM TREE NAME DESCRIPTION T8 ATUS / / \ A Malaiauca Tree 50' ht. x 40' spr., 4' cal, to ramaln _ B Phoenix racl Ina to 20' ht. x 20' spr., 6 trunks to rama In - -- - - - - -- - - - - -- ------ - - - - -- - - - - -- - - - - - - - - - - - -� - -+r - - -1 164/' - -_v -- %- � � - - -�_ C Malalsuca Tree 55' ht. x 40' spr., 5' cal. to remain �_- __ -_J L___ __ _____�__ __ _____�___ _______-- __.JL_ D Melalauca Treo 50' ht. x 40' spr., 4' cal. to remain - - - - - -- -- - - -� -- _ - -- / —� � E Phoenix recllnate 20' ht. x 20' spr., 5 trunks to ramaln IT / \/ — \ 3 — — F Fishtail Palm 6' ht. - 20' ht., 3 trunks to ramaln 1 / G 5oagrape Tree 40' ht. x 50' spr., 30" cal. to remain N LL / H Saba[ Palm 12' ht. to remain I I_ O I I -I 52 LI \ 1 Flcus Tres 60' ht. x 10' 6pr., t18' cal., 8 trunks to remain �I F, I I VIB / \ �\ I J Flcus Tree 40' ht, x 60' 6pr., 15' cal. to remain K Citrus Tres 10' ht. x 10' spr. to remain I \ / L I \ I L Sabal Palm ht. to remain L\YISRNG ASPHALT DRIVEWAY I I M Phoenix raclinata 20' ht. x 25' spr., 4 trunks to remain / N Citrus Trea 5" cal. to remain EXISTING / I O Phoenix rec[inata 25' ht. x 25' spr., 5 trunks to ramaln PODOCAR 5 — i P Melalauca Tres 40' ht. x 40' spr., 42" cal. to ramaln Q O CL (9 Z 0 Z J 0 O O 3 F- IG. CO N In M HEDGE TO BE / REMOVED / EXISTING \ / VIBURNUM WEDGE TO REMAIN _4 Lim o / NEW ADDITI?N I � I EXISTING ASPHALT DRIVEWAY EXISTING 9 STORY HOUSE �✓ %%�v���/vi PLANTER \ Q Citrus Tree 8' ht. x 10' spr. to remain R Kumquat 10' ht. x 10' spr. to be removed x�K 1 0 EXISTING DWARF 1 PHILODENDRON TO BE REMOVED I -- I 10 H - -� / \ Wr4 NaLA.. N.ww r]•wt a)P. lr.• W ]•ul I / Trees EXISTING SAGO PALM TO REMAIN / EXISTING DWARF I PHLODENDRON OEMA /� I PLANT LIST YM BOTANICAL /COMMON NAME f � � LL Llgustrum lucldum Liguetrum Tree �( LIR Llrlope 'evergreen giant' f Giant Llrlope PLANTING DETAILS P� Groundcovers r...rwn e... Shrubs SPECIFICATIONS QTY 6' ht. x 4' spr. 3 I �qa1., 12" spr., 120 S I ! PHO Phoenix roebelinll 6' ht., triple I Plgmy Date Palm ( I I PLi!♦ . LL NAAOLrMHt0. u N uL Y N r X tu■uaYN wn' OrWc cn0 lreYLLoafi"N LL vn rNM1eL a ' c nPPTocrIaKc «oY 1 Iw HhW •rt M1w"N eM WuD i lAlsW "o.Ra, "lLe rt pJ m LadL cT[MwO TN u Da "A e IOaeil" l n. gj. ACro T"CY»dNDN LL�OONTN.e r[ rtr.eD [ I o "wr A pv A wlM in l°s i[D a.w ■ xntiA[° t rtnlR N eecKu ". n axD I ° lwndNrOeouB'vu cAlWn TLMXBx® "w YN ILJ O ° c[ a OrnM a Y I"L Yw M1. D A e r O D Y 3 M rcM Ll nteaCg■ u u teAM1s! eL oN aT Aa1 arNNNvo e.l.D , 0 en LL rt rA [AD 16" 8" M ht. t ® . Aw N ro wrL O.x ae uL M1 ! N [WL A rrtY a Y Y 1wLT 8Ma OO A aouNN" uYN + N. n r LwM : Iisa M aN ! LNpM[Y [ r D LM [D rrmA a LL[A .ID , O oM G N ! o " lsrw ap cQNM1w raAU[■ t n OCA NAo q t .Hr U ■NiAriM [W lOiYfDcY OY l. R wA rIM MAlIPn 10 EXISTING E %ISTINC PLANTER Dwarr Philodendron 24" cc. FVIB Viburnum suspansum 3 gal., 24" ht. x 24" spr., 5 rAM+ A l a 2 Viburnum Hedge 24" oz, — EXISTING SAOP M PLANTING NOTES TO EXISTING DWARF — �HLOJLENDRON T�R MA IN HA EXISTING SWORD G f FERN TO REMA IN i! CTro .D■MM 1a AT Xs rtN » Te. M a lYa r lCs ar aa w MTeI eY oYan ow L.YIOp .Y[ / \ / \ \ \ / . cwrwacrw a lue+or■L! raa M1.Nr r,Aa,re+ANC! !. CONTIYOTpn a ll[MOIN[L[ rCw I.00AIq LLL 1.ObtlICVO INiL M its or WNter AOCNarANa. / / \ / \ 1 / UTLrtIiN i0 AvOp DYLN. M. A10lCAIIM N PAR D ■TAN4 NAIWL!!li1LLL N r1YRWD TO [. CCN11pAGtpl n 1■11"C1111K[ h MYWY ALL HAi[IDLLL r•IL�NW WCOY■ICIe] vll 11 Ar A L[NL NIXeN T AND •' / / �— \ \ \ RANAipYLLL 1N[ Yi[■[WN.WCMA. •IC MY• Y rwMfO bYD[. EXISTING OLEANDER TO REMAIN � N[+WI ON U.orcAr[Alcwr[crl M1ANTW M1aNl. e.LLL'wwlwr[o M1aM lr[GlN ru ai■Irrr®eY Til crtY. \ \ \ /1 F WNR. [iAnl YYLL N [RblGAreJ nLa+ M en. iW! / � I I � 1 . � ~ [re. w •A n� is r �A■tNL ptlDNi loeu.lxl. � A�u!•lu°'ir I�'ai [plea ro MLL[ICJ� eeA:Lw ATn 164.8 I A C D B E N \ �I I •AUTw[lae.AUaroNlr.xm.o��m. n.LLL sal aD.sLroN'e■rrt ®uwaloeYMCm I / I / I f LLM1AN� VY.! Yt ro tLUeOW H aY ■N V P M1 LLL [xllTND a 0 N■LY o ■AHD M1AMttl ND! TON 0.[WaD t*-** — •� • I t- I NTTe! W A Denb w v. ro rrw o Wnu .ro D[ew! uo uuv no u w[aim To vl M.4L Rwlt rui■YAL TO N RJDOMLLW Yru Mi C1WI NC[ YD IWRL rLlNietl rqt IwaReM! Cr M M1YIiW gTAI! M WO aND N RntLl AIO rRAK[. / v V v V V �. �y ^ ✓ �/ V � -- y ^ �/ V �/ V "^ V �/ �'�./ V I / M rµy MOL!! WfR lxaT1101R!! On'LYO rtAl■[LL NAN Nei I C CI C C �� J C7C 71� I �- � / bD� i.'YDVU[ LN WIAU Wo NeNKYD® M[A AND DRIFTWOOD LANDING ROAD �\ \ \ / / �\ /\ \ / / / _ _ _ _LEGEND z \ \ / \ / + 1 EXISTING TREE TO REMAIN PLANTING PLAIN � — — / / / � EXISTING TREE TO BE REMOVED Z) EXISTING SHRUBS TO BE REMOVED L NORTH � ]L�y landscape architecture /planning,inc. 75 northeast 8th avenue suite 216 delray beach, llorida 33483 561 -276 -6311 - I DIGBY BRIDGE8, MARSH L A880CIATES INC. P.A. ARCHITECTS 3 PLANNERS. 124 N.E. 6TH AVENUE DELRAY BEACH, PL. $6444 407 -276 -1366 i� ,y MR. & MRS. TOM MURPHY GUOSTREAY, PL PLANTING PLAN 9097 � Ld_� Ia b ao! b ,. rn I+nNN d. FJNUk.. Spatldlr e, W a. v w alana ..alienrannlb wa apwcb. . Nal uw a.bw. l�rlde wM�nN JAG 4 2/13/98 a DJ6 L -1 b EXISTING POOL DECK S DRIFTWOOD LANDING ROAD �\ \ \ / / �\ /\ \ / / / _ _ _ _LEGEND z \ \ / \ / + 1 EXISTING TREE TO REMAIN PLANTING PLAIN � — — / / / � EXISTING TREE TO BE REMOVED Z) EXISTING SHRUBS TO BE REMOVED L NORTH � ]L�y landscape architecture /planning,inc. 75 northeast 8th avenue suite 216 delray beach, llorida 33483 561 -276 -6311 - I DIGBY BRIDGE8, MARSH L A880CIATES INC. P.A. ARCHITECTS 3 PLANNERS. 124 N.E. 6TH AVENUE DELRAY BEACH, PL. $6444 407 -276 -1366 i� ,y MR. & MRS. TOM MURPHY GUOSTREAY, PL PLANTING PLAN 9097 � Ld_� Ia b ao! b ,. rn I+nNN d. FJNUk.. Spatldlr e, W a. v w alana ..alienrannlb wa apwcb. . Nal uw a.bw. l�rlde wM�nN JAG 4 2/13/98 a DJ6 L -1 b 10 r Ail AbW..+ �. � I °t Y 1 4 r � R ■ 01 m j% 1• I • A " l a I L I I L L IIAMISSIONERS .LLIAM F KOCH. JR , Meyot .EL HUNTER. Vice Mayor AN I ARMOUR BERT J DI %SON IIAN PFEIFLER STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM BEFORE ME THIS DAY PERSONALLY APPEARED M. Mark Marsh WHO BEING DULY SWORN, DEPOSES AND SAYS: T11AT THE ACCOMPANYING LIST OF PROPERTY OWNERS, WAILING .1 ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY WITHIN .369 ot- FEET OF, THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS RVdLE:DGE, COMPLETE AND ACCURATL AS RECORDED IN gTiE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY FURTHER AFFIANT SAYETH NOT. SWORN TO AND SUBSCRIBED BEFORE ME THIS SUZETTE A. HUGGINS MY COMMISSION k CC 435534 '* EXPIRES: ,kBUary 26,1999 ,k pF wpF' Bonded ThN No1nlY Public UndennnlOere MY COMMISSION EXPIRES: �X (NOTARY PUBLIC) PALM BEACH COUNTY, FLORIDA ... _ .__ fir° .� ,. _ .._. R .... `� MAIL ADDhe'E 216 SEA ROAD F E' ` 1 GULF STREAM, FLORID, ❑� ICJ '` TEL: GULF STREAM 276.5116 Town Manager AFFIDAVIT Town of Gulf Stream, FL WILLIAM E. GWYNN ' Building Department Town Clark BARBARA GWYNN Chlef of Police , JAMES GREER BEFORE ME THIS DAY PERSONALLY APPEARED M. Mark Marsh WHO BEING DULY SWORN, DEPOSES AND SAYS: T11AT THE ACCOMPANYING LIST OF PROPERTY OWNERS, WAILING .1 ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY WITHIN .369 ot- FEET OF, THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS RVdLE:DGE, COMPLETE AND ACCURATL AS RECORDED IN gTiE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY FURTHER AFFIANT SAYETH NOT. SWORN TO AND SUBSCRIBED BEFORE ME THIS SUZETTE A. HUGGINS MY COMMISSION k CC 435534 '* EXPIRES: ,kBUary 26,1999 ,k pF wpF' Bonded ThN No1nlY Public UndennnlOere MY COMMISSION EXPIRES: �X (NOTARY PUBLIC) REGULAR REAL PROPERTY TAX ROLL PALM BEACH COUNTY YEAR 97 PAGE NO. 88,11 43 46 09 39 000 0241 SUNUNU CHARLES SUB 9 -46 -43 M98LAND 225000 7.2266GEN TAX 2323.8' 1302 PELICAN LN PT OF LT 24 AS IN DB1014P440 D BUILDGS 121563 9.5570SCH TAX 3073.1' -_. GULFSTREAM FL SALE YR 92 ORB 7093 P 0409 XHXMARKET 346563 -- - - - - -- - 332+83 -- ---- - - - - -- -- -- ASSESS 346563 Pi� 001 ACRES C20 HMSTD 25000 4.0856MUN 1313.71 GEN- VAL32I563 3- 187 -497 -5 SCH VAL 321563 SWA 151.01 TOTAL 6861.71 43 46 09 39 000 0251 MOORE EDITH C EDITH C MOORE TR TITL +. SUB HLDR' WLY 9 -46 -43 94.5 FT M98LAND 200000 7.2266GEN TAX 1843.4; NON EX TAX 10837.20 EAA /DD DDEBT 996 PELICAN LN PO BOX 1466 OF OF ELY 227.5 FT NLY 109 FT OF LT 25 D BUILDGS XHXMARKET 80096 9.5570SCH TAX 2437.9! 656.00 .00 pp 19687.82 DELRAY- BEACH -FL 334 -2 7SALE -YR- 92- ORB -- 7423 - -P- 184+0 -- ASSESS 280096 28009 .00 .00 P/r 001 ACRES C20 -- -- HMSTD -VAE- 25000 4.0856MUN 1042.2 3- 187 -503 -3 GEN X55096 SCH VAL 255096 SWA 151.01 TOTAL 5474.69 43 46 09 39 000 0252 OVERTON WENDY A WENDY A OVERTON TR TI L i SUB HLDR WLY 9 -46 -43 95 FT M98LAND 200000 7.2266GEN TAX 2813.0 - 2525 PELICAN LN -GULF - -FC - 107 OF E 322.5 FT OF NLYD FT OF LT 25 BUILDGS XHXMARKET 215534 415534 9.5570SCH TAX 3720.1! P/C 001 STREAM 33493SALE-Y1T-- 93- -DRB -- 8021- P-1697_- ASSESS 414259 ACRES 3- 187 -509 -2 C20 HMSTD 25000 4.0856MUN 1590.3 GEN -VAL -38925 SCH VAL 389259 SWA 151.01 TOTAL 8274.51 43 46 09 39 000 0253 SPEER SYDNOR M 6 SUZANNE B VSUB 9 -46 -43 M98LAND 121000 7.2266GEN TAX 1214.3; 998 PELICAN LN N 79.4 FT OF E 133 FT OF LT 25D BUILDGS 86708 9.5570SCH TAX 1605.9: PO DRAWER 1000 /LESS RD R /W/ XHXMARKET 207708 MUK -F72 DELRAY - -BEACH -F 3447SALE- YR-76- ORB - 23445- P--n6i - - -- ASSESS 193035 P/C 001 3- 187 -515 -7 43 46 09 43 ACRES C20 DRIFTWOOD LANDING AS IN ORB - 0003 P - 0231 HMSTD 25000 4.0856MUN 686.5 GEN - VAL 17,803 SCH VAL 168035 SWA 203.01 TOTAL 3709.7! _ ------------------------------------------ - -------- -- --------------------------- --- ITEMS TOT- SCHOOL 4 NONN -EX -VAL 0 NON EX TAX 10837.20 EAA /DD DDEBT SWAA %DD MAINT CSWAA B SW /TOT CO OIiVi N TAX EAAPT /TOT TA) TOT- GENERAL 4 1133953 8194.62 .00 .00 656.00 .00 pp 19687.82 00 01 .00 .00 4632.88 24320.71 REGULAR REAL PROPERTY TAX ROLL PALM BEACH COUNTY YEAR 97 PAGE NO. 88,1' 43 46 09 04 004 0391 GULF STREAM BATH & REV PL OF BLKS D & E P B SHOREM98LAND 425030 7.2266GEN TAX 3842.4 TENNIS CLUB INC ACRES, S 75 FT OF LT 15A & LTSD BUILDGS 106672 9.5570SCH TAX 5081.4 925 N OCEAN BLVD 16A & 17A BLK D XOOMARKET 531702 P/C 097 - GULFSTREAM_ -FL -_ - - - 3T03SALE- YR-74 -- ORB - 2265- P--YD6 - ASSESS- 53170 ACRES C20 - - GEN��3 AL5TT 4.0856MUN 2172.3 3- 187 -466 -5 SCH VAL 531702 SWA 206.11 TOTAL 11302.31 43 46 09 04 004 0420 MULLIN M M III & SUSAN S 1010 N OCEAN BLVD REV PL OF BLKS D & E P B SHOREM98LAND 330000 7.2266GEN TAX 3376.5! GULFSTREAM FL ACRES, LT B /LESS W 20 FT STRIP LYG E OF 16.5 FT/ &D BUILDGS 184920 9.5570SCH TAX 4465.4: LT B MORT- t a NON -EX -VAL 0 3W3BLK -D - -- - - - - -- XHXMARKET 514920 ASSESS 492240 P/r 001 SW /TOT CO SALE YR 73 ORB 2152 P 0566 TOT- GENERAL 4 ACRES 14207.27 C20 659.10 .00 .00 33655.15 00 HMSTD 25000 4.0856MUN 1908.91 -VAIN 3- 187 -473 -8 GEN _6 724+ .00 .00 8032.18 SCH VAL 467240 SWA 151.01 TOTAL 9901.9; 43 46 09 04 004 0430 COOK ELIZABETH S REV PL OF BLKS D & E P B SHOREM98LAND 357500 7.2266GEN TAX 3954.3; GREAT RD BOX 581 ACRES, LT C /LESS W 16.5 FT/ D BUILDGS 189689 9.5570SCH TAX 5229.41 PRINCETON NJ BLK D XOOMARKET 547189 P/C 001 5�0SAL 5T54___P T4 "6a--ASSES5 54718 ACRES C20 EN 4.0856MUN 2235.61 3- 187 -479 -7 SCH VAL 547189 SWA 151.01 TOTAL 11570.4 43 46 09 39 S/D OF 9-46 -43 IN ORB - 0000 P - 0004 43 09 39 000 0222 HARVEY JOYCE v SUB 9-46 -43 M98LAND 192500 7.2266GEN TAX 3034.01 12- DRIFTWOODZAN LY-1b0 7- FT- OFMLY320 7- - -If - BUILDGS -- 274157- 9-.-S57OSCR -TAX 40I2�i GULFSTREAM FL FT OF ELY 129.92 FT OF LT 22 XHXMARKET 466657 MORT IPP 33483SALE YR 90 ORB 6377 P 0670 ASSESS 444840 P/C 001 ACR 3- 187 -491-6 HMSTD 25000 4.0856MUN 1715.31 GEN VAL 419840 SCH VAL 419840 TOTAL 8912.71 ------------------------------------------------------------------------------------ ITEMS TOT-SCHOOL 4 NON -EX -VAL 0 NON EX TAX 18788.78 EAA /DD DEBT SWA- MAINT CSWA /LIB SW /TOT CO ONAV /MUN TAX EAAPT /TOT TA) TOT- GENERAL 4 1965971 14207.27 .00 .00 659.10 .00 .00 33655.15 00 01 .00 .00 8032.18 41687.3; REGULAR REAL PROPERTY TAX ROLL PALM BEACH COUNTY YEAR 97 PAGE NO. 88,1: 43 46 09 43 000 0010 MELLON HENRY S 4 DRIFTWOOD LNDG DRIFTWOOD LANDING M98LAND 550000 7.2266GEN TAX 5068.61 2299406 16616.90 GULFSTREAM FL -- - - - - -_ LT 1 SALE YR 94 ORB 8331 D BUILDGS P 0593 XOOMARKET 151385 701385 9.5570SCH TAX 6703.11 MORT P/C 03 001 .00 .00 ASSESS 701385 ACRES C20 - 4.0856MUN 2865.51 3- 187 -527 -0 E SCH VAL B 701385 SWA 151.01 _ - -- r TOTAL 14788.31 43 46 09 43 000 0020 BROWN SARA S ASHBOURNE t, DRIFTWOOD LANDING M98LAND 247500 7.2266GEN TAX 1788.5! HARRODS CREEK KY LOT 2 SALE YR 79 ORB 3154 D BUILDGS P 1672 XOOMARKET 247500 9.5570SCH TAX 2365.31 P/' 000 ASSESS- M5D ACRES C20 4.0856MUN 1011.1! 3- 187 -533 -5 GEN VAL SCH VAL 247500 247500 TOTAL 5165.19 43 46 09 43 000 0030 EKBERG JOHN P & MARGARET L DRIFTWOOD LANDING M98LAND 525000 7.2266GEN TAX 5359.71 5 DRIFTWOOD LANDING RD LOT 3 D BUILDGS 272694 93570SCH TAX 7088.0! GULFSTREAM FL SALE YR 85 ORB 4681 P 0603 XHXMARKET 797694 P/C 001 - -- - ASSESS - 766665 ACRES C20 HMSTD 25000 4.0856MUN 3030.1! 3 -187 -539 -4 Efl- VAL - 74173 SCH VAL 741665 SWA 151.01 - TOTAL 15628.9! 43 46 09 43 000 0040 TEMPLETON MARK B 6 YVONNE S DRIFTWOOD LANDING M98LAND 247500 7.2266GEN TAX 7 DRIFTWOOD LANDING RD LOT 4 D BUILDGS 361356 9.5570SCH TAX GULFSTREAM FL SALE YR 96 ORB 9505 P 1788 XOOMARKET 608856 - - -- - 33_M_- -- - ASSESS 608856 P/C 001 ACRES C20 4399.91 5818.81 4.0856MUN 2487.51 3- 187-545 -9 �EFI��AL�DB85 SCH VAL 608856 SWA 151.01 TOTAL 12857.31 ITEMS TOT-SCHOOL 4 NON -EX -VAL 0 NON EX TAX 21975.43 EAA /DD DEBT SWA%DD MAINT CSWA /LIB SW /TOT CO ONAV /MUN TAX EAAPT /TOT TA) TOT- GENERAL 4 2299406 16616.90 .00 .00 453.00 .00 .00 39045.33 00 01 .00 .00 9394.46 48439.7! .-1 co cc O Z W C7 Q IL O% IY a W } } F- Z 0 U S U Q W m J Q CL J J O X Q F- } F- W o- 0 Y a:. 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