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APP 013~03 (Large Plan In File)
TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITT III W. GARRETT DERING MURIEL J. ANDERSON February 16, 2013 Mr. & Mrs. Ross Jones 5 Driftwood Landing Gulf Stream, FL 33483 Dear Mr. & Mrs. Jones: Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on February 8, 2013, your application for a Demolition Permit to completely remove the existing second story of the existing structure and a Level 3 Architectural /Site Plan Review to permit the addition of a bedroom wing and covered loggia on the south east corner and an addition to existing bedroom on the south west corner, along with a new entry feature, a total of 1,431 square feet, to the existing Bermuda style single family dwelling, and new landscaping and driveway at 450 Banyan Road was considered. The application was approved as recommended with the condition that prior to permitting, applicant's agent shall demonstrate and verify that the proposed additions and improvements do not exceed 50% of the market value of the structure before the "start of construction ". This approval shall expire on February 8, 2014 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours, Rita L. Taylor Town Clerk CC: George Brewer 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 013 -03 Owner: M/M Ross Jones Address: 450 Banyan Road Agent: George Brewer, Brewer Architecture, Inc Proposed Improvement: Construct addition and new entry feature to an existing Bermuda style single family dwelling. Approvals Requested: Demolition Permit: To remove entire second story of existing structure. Level III Architectural /Site Plan: To permit the addition of a bedroom wing and covered loggia on the south east corner and an addition to existing bedroom on the south west corner, along with a new entry feature, a total of 1,431 SF, to the existing Bermuda style single family dwelling and new landscaping and driveway. Gross Lot Size: 18,027 SF Effective Lot Area: 18,027 SF Proposed Total Floor Area: 5,106 SF Allowable: 5,950 SF Zoning District: RS -C Height: 177"; R/F 21'8" (Preferred <_ 20 ", R/F <_ 24') FFE: 6.0' NGVD Considered During Review: Chapter 48 Flood Prevention and Protection Note: FFE of existing structure is below the Flood Zone 100 -year storm event of 7.0' FFE. Section 70 -74 Setbacks. Section 70 -75. Special exception setbacks. Section 70 -100 Roof and eave heights Comments: Substantial Improvement Valuation and exclusion justification is required. Architectural Review and Planning Board Page 2 ARPB File #013 -03 January 24, 2013; TC February 8, 2013 Recommendations: Motion to recommend approval of Demolition Permit to remove the entire second story. Motion to recommend approval Level III Architectural /Site Plan based on a finding that the proposed addition of a bedroom wing and covered loggia on the south east corner and an addition to existing bedroom on the south west corner, along with a new entry feature, a total of 1,431 SF, to the existing Bermuda style single family dwelling and new landscaping and driveway meet the minimum intent of the Design Manual and applicable review standards with the following condition: 1. Prior to permitting, applicant's agent shall demonstrate and verify that the proposed additions and improvements do not exceed 50% of the market value of the structures before "start of construction ". ARPB Date: January 24, 2013 Action: Demolition Permit: Recommend approval as requested. (4 -0) Action: Level 3 Architectural/ Site Plan Review: Recommend approval as requested with the Condition listed above. (4 -0) Town Commission Date: February 8, 2013 Action: Demolition Permit: Approved as recommended, remove entire 2nd story. (5 -0) Action: Level 3 Architectural /Site Plan Review: Approved as recommended with the condition recommended and stated above. (5 -0) 0 Town of Gulf Stream TOWN OF GULF STREAM RECEI VEp DEC 2 8 2012 Town Of Gulfsfream, 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. ARPB File # 13-4 To be completed by all applicants. PART II. GENERAL INFORMATION A. Project Information I.A.I. Project/Owner Name: I.A.2. Project Address: 4-i5b I.A.3. Project Property Legal Description: I.A.4. Project Description (describe in detail, including # of stories etc.) y ' 1117p06 LODI�- ���LV L I.A.5. Square Footage of New Structure or Addition: Architectural Style: Z> L ?_ f10� - 1.A.6. Check all that apply: ,Architectural /Site Plan Review ❑ Land Clearing ❑ North Ocean Boulevard Overlay (complete section B) )2� Demolition of Structures ❑ Non - residential uses ❑ Variance (complete section G) ,K Special Exception (complete section E) 1.A.7. (a) Proposed F.F.E.: -t GP.Op Type of Foundation: 44v B. Owner Information I.B.I. Owner Address:_ I.B.2. Owner Phone Number: t ix o 51+ Fax: I.B.3. Owner Signature: C. Agent Information V I.C.1. Agent Name and Firm Name: L ��.��, /�j�`�'(L� v� ��• I.C.2. Agent Address: j�jh �j. L , ��Gi, Fz I.C.3. Agent Phone Num r: (o) C�� • Z7Z •7�0� cell_j?&1• 70�0 '5Z3& Fax �ls�i • 2 Z• �7Z z 1.C.4. Agent Signature: Official Use Only Pre -App Date: ARPB Date: App Date: Recommendation: Corn Date: TC Date: Decision: 91� - -i f3 - Application for Development Approval Form ADA.2000 revised 6/13/00 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. In what zoning district is the project site located? a /� /� S' III.A.2. Is the project compatible with the intent of the zoning district? K Yes ❑ No Explain. 4, lAt nt, ( L- _ 'FoAlI L III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? IIfYes ❑ No Explain, Gi J�r°: , V4_/t1.L v III.A.4. How are ingress and egress to the property to be provided? _ vun� L.lA--- L�dt ►+�- 1 c.Jp�, tL �Ot� i III.A.5. How are the following utilities to be provided to the property? a. Stormwater D b. Sanitary SewE c. Potable Water d. Irrigation WatE e. Electricity f. Telephone h &ts 1 I. --� g. Gas K5 /4. h. Cable Television r_;. _,f III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66 -144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre- application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals /Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (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? KYes ❑ No (If "Yes ", section C of this part must be completed.) IV.A.3. Does the project involve the clearing or filling of any portion of an existing vacant lot or more than fifty percent (50 %) of the landscaped area of a developed lot? ❑ Yes ;KNo (If "Yes ", section D of this part must be completed.) IV.A.5. Does the project require approval of a Special Exception? KYes ❑ No (If "Yes ", section E of this part must be completed.) IV.A.6. Is the project at variance with any regulations contained in the Zoning Code? ❑ Yes JQNo (If "Yes ", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 Town Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What signific\ant landscape features or architectural features are to be disturbed or ad d and to what extent? -f; 5Z2 z oiL 3` Z-C IV.13.2. Describe the need and justification for the disturbance /addition: L ,� PI L-J _ ^)ri G7 ►%��fh`�Y/ ���'jI`�l7 ! 1 i% '4 L) iA q 'f/�"1 IV.B.3. Will the disturbance /addition destroy or s landscape features and open space, or introdu that destroys or impairs significant views o is Yes No Explai LIADC, se impair visual relationships among buildings, incompatible landscape features or plant material tas within the North Ocean Boulevard Overlay District? 9iL��Dc9�UOl�. IV.B.4. How is the design con 'tent with the Al Landscape Enhancement Project? IV.B.5. What miti�Klon is proposed so that the disturbance /addition has the least)Vpact possible to the visual and 5,e'sthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? /!��� /T! 2Q 1-�' IV.C.2. When are the proposed structures to be constructed? �-OjI'CAT) Z21 IV.C.3. What is the landmark status of the structures to be demolished? A-99ULCI 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: W14- IV.D.2. Describe the need and justification for the removal /relocation: IV.D.3. How is the removal from the project site of vegetation to be mitigated: IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA.32000 Page 4 February 2002 E Projects Requiring a Special Exception. IV.E,1, Is the proposed use a permitted special exception use? .Yes ❑ No Code Section: IV.E,2, How is the use g desi ned, located and proposed to be operated so that the Ifare, and morals will be protected? public h h, safety, IV.E.3. a I L I C.�►0i _. nn Will the use cause sub �i�'r�, j►ok) be located? ntial injury to the value of other proper{ ❑ Yes y i he neighborhood where it is to Explain. t L 1.1 IV.E,4. How will the use be compatible with is to be located? h adjoining veto p me tit and the character of the District where it IG IV.E.5. What landscaping and scr ning are provided? W.E.B. Does the u conform with all applicable regulations located? Yes X No pp 9 governing the District herein it is to be Expla' c --, Gv�c Jam, t�- v6 f,�v � —z� �?r�• �O� ��LC %► p�' "1 /y F//Von- Residential Projects and Residential Projects of Greater than 2 U ' f IV.F.1. If common area facilities are to be provided, describe lts be them and how they are to be maintained. IV.F.2. If recreation facilities are to be provided, describe them and their pot a properties. Potential impacts cts on surrounding IV.F.3. For each of the following, list the number provided and their dimensions. Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways /Aisles: Application for Development Approval Form ADA.32000 Page 5 PROPOSED NORTH ELEVATION I/4" . 1. 0.. d Y PROPOSED SOUTH ELEVATION 1/4' • imirwr R'm..�° k 11211, NEW ROOF 5L0'E SMALL HATCH Exi5]R15. CONfRACTOR TO KR1R>' FRICNl10 Tp1M Wb11�RINCa mcm &-EWEri ■N■ ARCHITECTURE 53 TN AVENUE OEUYY SCHFL ]SM! RInNE 531.])i]bl FAx. eal.n:.vu z VQ Wo 0z Q o� y W C) }w ZAz, QN mJ O � 480013954 03 -22 -]013 PROPOSED EAST ELEVATION naanFG.rm� wruauE.rT J xm Purim aueexrfJ PROPOSED WEST ELEVATION tl� m+n ew oRauRale I /a^ I' -m" coR.w I)ECrro aPPwvaL. I A NEW ROOF ELOPE BH — 19A)CN EXI- OGNIRO- )O VERIFY F,OOR TO T ExGIrEERar. mm roll"I"ll m .RCHITECTU RE EE SC H 1KNEC EEtMY BCN, Il ]3M] PHENC Ea1.3)3.)bl IIJt. sal.xa.nu V Zw WA po JU O 0L (A Qf W w }LU Z mr- 03.73 -3013 157.38' I EXIST. POOL Ap EfSIIPFENT < I 9p I SG I I I I I I I I I 1 EXIST. OEM C ' TANK I LC TO I eE RltlovEV EXIST. SANITARY I I I SEVER FIANWOLE I TO OE IRE770VED I I I � { IS 0 FIST. SMMWOLE �O SETBACK I EXIST. POOL DEQC TO B� farloyro EXIST. PAVERS TO GE RL°I'IOY® I TO BE REMOVED I % 1� GENER NOTES: I. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED HEREWITH COMPLT WITH II. ANY CHANGES, REVISIONS, ALTERATIONS, ETC, REQUIRED TO THESE PLANS, DRAWINGS SPECIFICATIONS, ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES AT THE TIME ETC, SHALL BE REQUESTED IN WRITING ONLY BY THE BUILDER OR THE OWNER TO THE ARCHITECT. ANY OF THE PLANS PREPARATION. NO WARRANTY EITHER EXPRESSED OR IMPLIED 15 HEREWITH GIVEN. CHANGES, REVISIONS, ALTERATIONS, DEVIATIONS, ETC. NOT MADE TO THE ARCHITECT (IN WRITING ONLY) 2. CONSTRUCTION SHALL FOLLOW THE REQUIRED 7001 FLORIDA BUILDING CODES AS ADAPTED BY THE WILL FULLY, UNCONDITIONALLY AND TOTALLY RELEASE THE ARCHITECT FROM ANY AND ALL COUNTY/_ITY AND APPLICABLE TO THE AREA IN WHICH THE BUILDING 15 TO BE CCNSTRUCTED WITH ALL RESPONSIBILITY, CLAIMS, AGAINST THE ARCHITECT FOR CULPABILITY, ETC. FROM THE DATE SHOWN ON APPLICABLE AMENDMENTS. PLANS ORIGIN UNTIL THE END OF TIME. 3. NO ONE SHALL ASSUME ANY DIMENSIONS BY DIRECTLY SCALING CONSTRUCTION DOCUMENTS OR ANY 12. STUCCO NOTE, THE PORTLAND CEMENT BASED STUCCO SHALL MEET THE REQUIREMENTS OF ASTM REPRODUCTIONS OF THE 5AME. IF ANY ADDITIONAL DIMENSIONS ARE REWIRED BY CONTRACTOR AND OR RESIDENT, CONTACT THE ARCHITECT FOR VERIFICATION. OTHERWISE, THE ARCHITECT WILL NOT ASSUME C926, F A BONDING AGENT IS REQUIRED FOR EXTERIOR USE IT SHALL MEET THE REQUIREMENTS OF ANY RESPONSIBILITY FOR ANT ERRORS, ASTM C 532. ALL CONTROL JOINTS OVER WOOD FRAMING 544ALL BE WIRE TIED TO LATH ONLY CAULK ALL LATH JOINTS PRIOR TO STUCCO APPLICATIONS, LATH JOINTS OVER WOOD FRAMING SHALL BE 4. IF ANY CONFLICTS IN DRAWINGS OR QUESTIONS REGARDING CODE ISSUES ARE FOUND OR IF 10' -0. Or- MAX OR AS SHOWN ON DRAWING5. CLARIFICATIONS ARE NEEDED, CONTRACTOR AND OR OWNER SHALL CONTACT ARCHITECT PRIOR TO 13. ALL MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS SHALL BE INSTALLED TO PROCEEDIW.a WITH AREA M QUESTION. MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 6. GENERAL CONTRACTOR 514ALL COORDINATE ALL THE WOW OF ALL THE TRADES. IA. ALL NEW JAMB BUCKS SHALL BE IX4 P.T. FASTENED TO C!"" WITH 3/16" TAPCONS • 12" O.C. WITH 6. GENERAL CONTRACTOR SUBCONTRACTOR SUPPLIER ETC, SHALL VERIFY ALL DIMENSIONS, MIN I" IMBED, WHERE REQUIRED. CONDITIONS AT JOB $1 TE, PLANS SPECIFICATIONS, ETC. PRIOR TO STARTING ANY WORK AND WITHIN I6. ALL NEW WINDOWS AND DOORS SHALL MEET CURRENT IMPACT CODES, COMPLIANCE DOCUMENTS SHALL SEVEN (1) CALENDAR DAYS OF BUILDERS RECEIPT OF THE PLANS, SHALL NOTIFY (M G WRITIN ONLY) BE 5USMITTED BY CONTRACTOR OF ANY AND ALL DISCREPANCIES (WHETHER DISCREPANCIES ARE ERRORS OR OMI551CNS). OTHERWISE, THE ARCHITECT SHALL ASSUME NO RE5PON5I5ILITY FOR ANY ERRORS AND OMISSIONS. DIVA 16 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REWIRED BACKING FOR RXTUONS, THE BUILDER SUBCONTRACTOR SUPPLIER ETC. SHALL ASSUME FULL RESPONSIBILITY FOR ANY NEW CABINETS, SHELVES, MIRRORS, ART ETC. ERRORS OR CM1651ONS AT THEIR OLLN EXPENSE. 11, THE CONTRACTOR OR OWNER (IF OLLNER/BUILDERJ 15 SOLELY RESPONSIBLE FOR MEANS AND �. THESE PLANS AS AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS METHODS OF CONSTRUCTION AND FOR THE SAFETY OF ALL CONSTRUCTION WORKERS. MODEL OF THE FLORIDA MODEL ENERsY GORE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE IE. THE CONTRACTOR OR OWNER (IF OWNER/BUILDER) IS RESPONSIBLE FOR ADEQUATE BRACING GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE OF ALL 5TRICTURAL AND NONSTRUCTURAL COMPONENTS WRING CCNSTRUCTIOK WHICH MAY OR MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. IS PLUMBING CONTRACTOR SHALL VERIFY CENTERLINE DIMENSIONS CF FIXTURES PER OWNERS SELECTION. D. BUILDER SHALL PROVIDE INSULATION AS PER ENERGY CALCULATIONS AND/OR PLAN SPECIFICATIONS. 20. ALL WINDOWS AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOW AND DOOR SUPPLIER 8. ALL STRUCTURAL LUMBER TO BE 5OUT14EFN YELLCW PINE NO. 2 OR BETTER ALL LUMBER IN CONTACT 21. C'AR'L CONTRACTOR SHALL REVIEW THE GEOTECHNICAL EXPLORATION REPORT, AND COORDINATE WITH MASONRY OR CONCRETE SHALL ISE PRESSURE TREATED. ALL FOUNDATION AND SITE WORK WITH THE REPORT. 10. SHOP DRAWINGS AND DESIGN CALCULATIONS FOR ROOF TRUSSES, THEIR UPLIFT AND STRAP DESIGNS, 22. CONTRACTOR SHALL PROVIDE ALL FIREBLOCKING AND DRAFTSToPS AS REWIRED By THE BEARING THE SIGNATURE AND SEAL O A FLORIDA REGISTERED ENGINEER SHALL BE SUBMITTED TO APPROPRIATE BUILDING CODES. IN SINGLE-FAMILY DWELLINGS, DRAFT5TOP5 SHALL BE PROVIDED THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. IN BETLLEEN FLOOR TO FLOOR AREAS WITH NO AREA GREATER THEN 500 6F. BONN ..I- II, ,J��� 48" HIG44 • • •c* _ �� j----- - - - -�4 BOERNE� �S��\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\w =000r- �� v.v�ii111//ii/i/ii/ iiiii/ /iiiiiiiiiiii�ii/Iii1/i11/I/ii. - - BE����' /1 �s000�l., \\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ _lom�uv ,L- =���I■I■I■.L11 11,E �; i` i` i\ i `iiiiiiiiiiiii`i`i`i`i`i`i`i`i` iiiii` i` i`ii`ii`i`iiiiiiiiiii \ii`i`i \i: I, On Ln LOT 5 BLOCK h =� �I`i`i` ?ii`ii. L IIIIIIIIIII .VIII /VIII .IIIIII /II /I vIIIIII/I1,1 - viii I) i viii I NEW SET-IN - PAVER I. WALWALKWAYS AYS .AY9 I � I 45" HIGH POOL FENCE AND GATES NEWER PO SAND — — — — \ PROPOSED — PAVER FOOL DECK ADDRI SE I I s- ---- - - - -_ 1 I I 1 1 IIIIIIII •////i'III/ III "VIII vIIIIIIIII 00 I`N`I, V`I \II\ %IIII II`I \II \I \I \I, ,I`II \I`III`II, %%%%,%, IIIIIIII (IIII rII1 IIIIIIII vIIIII/II IIIIIIII / IIIIIIII I /IIIIII� .I/II/IIII IIII /II. VIII /II IIIIIIIA •IIIIIIII. ' ' IIIIIII IIII /II/ I /II /IIII IIIIIIII \ \ \ \ \ \ \\ \ \ \ \ \��Y \ \N \ \ \\ \ \ \ \ \ \ \ \• _V. %,%%%%%, I, rIIIIII �. II- III��� ' LOCATION MAP NTS I JI I I Ln 03 II SETBACK SIDE STREET II II II II I 11 II I I I 30' -10" I 11 it I 1 I11 I I 1 NEW SET -N -SAID PAVER DRIVEWAY 1 WALKWAYS .67' SITE DATA : OCCUPANCY: GROUP R ZONNG. GULF STEAM COIg DISTRICT TOTAL GROSS SITE AREA: ISAD21 SF. (Al ACRES) FLOOR AREA RATIO: 5,106 NET SF. / 18021 5F. " 253% EXISTING FIRST FLOOR AREA W DER A/C: 34 SF. )5 EXISTING SECOND FLOOR AREA UNDER AK: 484 SP. EXISTING SECOND FLOOR AREA UNDER A/C TO BE REMOVED: -484 SF. EXISTNG ENTRY AREAS UNDER A/C TO BE REMOVED: -93 SF. PROPOSED NEW AREAS WDER A/C: 901 SF. TOTAL (A/CX 4062 SF. PROPOSED COVERED LOGGIA: 416 Sr. EXISTING GARAGE: 514 SF. PROPOSED COVERED FRONT ENTRT: 54 SF. PROPOSED TOTAL BUILDING AREA UNDER ROOF: 5,106 SF. 5ulLDING INPORMATION : CONSTRUCTION, TYPE V -5 (UNPROTECTED). WSPRINKLERED BUILDING CODE: 7010 FDO. W/AMENOMENTS WIND OE51GN DATA, 2010 RISC. BUILDMG C441605, USING ASCE 1 -10 WIND SPEED: MO MPH (3 SEC GUST) IMPORTANCE FACTOR MID EXPOSURE CATEGORY: D BUILDING DESIGN AS. ENCLOSED I W ►F 0 0 Towr I I ApPRQVED SE FEB - 8 2013 TOWW OF GULF STREAM, FL I - __- - - - - PROPOSED SITE PLAN BANK_ - - - 1811 = I'-0U C ■■N ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 BREWERARCHITECTURE.COM W V Z)--4 W Q O W o oc oLL y z W w >-w zry, Z A m� O °D ECEIVED N 0 9 2013 A- ream, DATE: 09 -18 -2012 PERMIT NO. REVISIONS: I_ r IY 0 Z 2 EXISTING A/C COMP. TO BE RELOCATED 4 CONC. PADS TO BE REMOVED, (TYP.J I I r -1 I II II r-ir �T II� I IIII J I I iT- I L �r I I -1- I I -T- -T- I +- - -� EXISTING- STAIRS TO 9E REI'O�-=D. EXIST. SECOND FLOOR TO EE REMOVED COMPLETE ALL EXTERIOR WINDOW5 TO BE REPLACED -SEE PROPOSED FLOOR PLAN FOR EXACT LOCATION. F _ -1- -7 I I I EXISTING POOL DECK TO BE REMOVED 4 I I I I I REPLACED W/ SET IN SAND PAVERS - SEE - - - - -- PROPOSED FLOOR PLAN FOR NEW LAYOUT. I I I r------------ - - - - -- --------------------------------- 1-- L -f-II �I II EXISTING m I BEDROOM # I I 1 � II ILjI SE LAN FOR NEW ADDITION I I I I � I EXISTING POOL TO I REMAIN "AS IS".II 1 QL,-= \ ♦ / I I I IIIII I IIIII I EXISTING CLOSET ISTIN I BATH I 11 I I H r-- I-- Z-- T--- I- -� - -r- I- �-- r - -I -- � y♦ I 1� = =� = == =111 II _� I I I I I I I I I I I I I F-- F- 1-- +-- F-- I-- +-- H-- I-- + EXISTING PLANTER TO BE REMOVED- SEE PROPOSED FLOOR PLAN IIIII < I I I I I REFER TO FLOOR PLAN FOR NEW POOL FOR NEW FRENCH DOORS 4 BAY IIIII Q L - -I - I I I I I I DECK LAYOUT. WINDOW LOCATION. I r -- T - -r - -1 T - -r --1 T- -r - -1 -- I al J I I I I I I Q WALLS TO BE REMOVED ONLY IIII 1_ _L_J__1-- 1-- J__1__L- J__1__L- - -- --------- - - - --, , 2 SHOWN FOR REFERENCE OF NEW IIIII I I r -- WALLS LOCATION. II II I L -p I I - U4 Jill -i X DROOM # i BE I 4r ll T EXISTING Id - -- II MAID ,JJ I• / III / -----� t -7 -1 r"TT1 -1 i 7 I Ilxl I I I I EXISTING STAIRS TO 5E-/ - -. REMCYED. r SEE PROPOSED ELECTRICAL DRAWINGS FOR ALL NEW PANEL/LOADS. P I EXISTING I GARAGE - I I I I I I GARAGE DOORS TO BE REPLACED -SEE PROPOSED FLOOR PLAN FOR EXACT SIZE 4 1 -- LOCATION. I I I I I I 1 1 9 1 I to EXISTING I I KITCHEN I I I I I I I 1 1 1 I I I I I I I I I I I I L --- r-- r- - -r1�I II I EXISTING DI NG ROOM II I 9 1 III I I I A", I I� I II I II r�l I II I ry I � q „4 - - - - -, I I I I I ALL EXTERIOR WINDOWS TO BE REPLACED -SEE PROI-05ED FLOOR PLAN FOR EXACT LOCATION. FIRST FLOOR DEMO PLAN �" _ -0" ull I I IIIII I I IIIII rr EXISTING �#*" COVERED PATIO �-J L_ WALLS TO aE REMOVED ONLY I � -��� �� i i •LJ lIII _ I WALLS LOCATONRENCE OF NEW I ( 1 I u I EXISTING =J� EXISTING I I I STUDY / BATH 2 I I EXISTING I I ENTRY pl •♦ \ / EXISTING LIVING ROOM I 7ff= =_ I�-- I SEE PROPOSED FLCOR PLAN FOR NEIJ FIREPLACE rCONTRACTOR TO REMOVE EXTISTING DRIVEWAY. ALL EXTERIOR DOORS TO ISE REPLACED- SEE PROPOSED FLOOR PLAN FOR EXACT LOCATION. ® RECEIVED A DEC 2 8 2012 Town of Gulfstream, Fl- w4LL scHsDuLe SYMBOL DESCRIPTION: - EXISTING TO REMAIN EXISTING TO BE DEMOLISHED wrtm Bp-I ■■m ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 RREWERARCHITECTURE.COM W 0 z W ch W CA W x O M2 0 �I W^ 1--i H� C/1 0 Q OLL Q >- LU Z af Q CID LL CD v� —8 201 TOWN OF F STREAM, FL DATE: 12 -26 -2012 PERMIT NO REVISIONS: F, I I L EXIST TOP OF BEAM EL 8'-2" d- *X187. FINISH FLOOR FLOOR EL. m' Z N EXIST. SECOND FLOOR TO BE REMOVED COMPLETE ALL EXIST. ROOF TILES TO BE REMOVED 4 PREP FOR NEW ROOF, (TYP) - u� - - -- -- - - - - - - - - - - -- EXIST. GARAGE DOOR BE REMOVED COMPLETE TO BE REMOVED I ALL EXIST. SHUTTERS, WINDOWS, 4 STUCCO EXIST. LIGHT BANDS TO BE FIXTURES TO BE REMOVED,(TYR) REMOVED, lT7PJ EXIST. DOOR TO BE REMOVED, EXISTING NORTH ELEVATION 1/4" = V -m" ALL EXIST. ROOF TILES TO BE REMOVED 4 PREP EXISTING SOUTH ELEVATION 114 " = 1' -m" ----------------------------------r-- EXIST. DOOR 4 SIDE LIGHTS TO BE REMOVED,(TYP) WINDOWS, � DOORS TO BE REMOVED, (TYP) Q ALL EXIST. ROOF TILES TO BE REMOVED 4 PREP FOR NEW ROOF, (TYR) APPROVED S FEB - 8 2013 TOWN OF GULF STREAM, Fl REMOVED,(TYP) EXISTING A/C COMP. TO BE RELOCATED CONC. PADS TO BE REMOVED,(TYP) • 88 l ■■M ARCHITECTURE 85 SE 4TH AVENUE DELRAY BC H, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 BREWERARCHfTECTURE.COM W 0 Z W O cn W 19 W Z O ml w 0 w x w Q 0 Q OLL >-w z� QV) mL Ln l� RECEDED t DEC 28 �Oi7 DATE: 12 -26 -2012 PERMIT NO. REVISIONS: INI , FL. EXIST. SECOND FLOOR TO BE REMOVED COMPLETE I I REMOVED,(TYP) EXISTING A/C COMP. TO BE RELOCATED CONC. PADS TO BE REMOVED,(TYP) • 88 l ■■M ARCHITECTURE 85 SE 4TH AVENUE DELRAY BC H, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 BREWERARCHfTECTURE.COM W 0 Z W O cn W 19 W Z O ml w 0 w x w Q 0 Q OLL >-w z� QV) mL Ln l� RECEDED t DEC 28 �Oi7 DATE: 12 -26 -2012 PERMIT NO. REVISIONS: INI , FL. CUT BACK TRUSE OVERHANG TO E WITH EXIST. FASO EXIST TC EL. B' -2 XIST. FM EXIST. SECOND FLOOR TO BE REMOVED COMPLETE WINDOWS, 4 DOORS TO BE REMOVED, (TYR) EXISTING EAST ELEVATION 1/4" = 1' -0" EXIST. SECOND FLOOR TO BE REMOVED COMPLETE - - - - - CONC. PADS TO ;;S- REMOVED, (TTPJ BE REMOVED,(TYR) APPROVED SET FEB 8 2013 GULF STREAM, Fi- _PXIST EAM, Fi. 4-;TL ( WINDOWS TO BE CCO BANDS TO REMOVED, (TIP.) BE REMOVED, (TT'PJ EXISTING WEST ELEVATION 1/4" = 1' -0" EXIST TOP OF BEAM }� EXIST. FINISH FLOOR J. EL U[i`1� Zp-EvEl- OEM ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 BREW ERARCHITECTURE.COM W V a W D y W 19 W Z O ml W C Q Fil 0 Q oLL zf Q >- w z� mL LL O J Ln AR0013W4 DEC 8 2012 Town of Giilfstream, FL DATE: 12 -26 -2012 PERMIT NO. REVISIONS: EXISTING ROOF PLAN 114 " = I' - m" D l`In�i0J[i`li z ` ■ ■ ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 BREW ERARCHITECTURE.COM W V Z W O W 19 y W Z O M2 w Q 0 Q 0 Q oLL >w - z� QN LL o� 'EC 28 2011 Tow of Gulfstream DATE: 12 -26 -2012 PERMIT NO. REVISIONS: PROVED S FEB s 8 201q TOWN OF 1LF STREAM, Ff 6 lVA-91 �l NEW BET -IN -BAND NEW IMPACT RATED PAVER POOL DECK �Y WINDOWS, (TYP.) _ 3T_gx IB'_gx 14,_0« , EXIST. 22' -m" 6' -B" 2" 6" ❑ ❑ i RELOCATED G' -4" I 8' 3' -4" 10' -9,. 3,_4« 1._g., 3'_4x 1,_10" ° ❑ w3 HB L- - - -- - - - - -J g i\- - - - - -- ------ - - - - -- -�T --_!- O — O — — — — — — — — NEW PERGOLA M HB I La T I--- - - - - -- - - - - -- - - _- - - - -- u a 4D I I b a I I I I I "� �-I ___ ____ ______ { I I FINISH BLAB I IIII I I IL• o h Dn3 ELF m'_px I I I I I I I T �' 3 I I FINISH SLAB Y I 1 DI2® gLpPE Q I O m n I I O) e e NEW SPA N e I I COFFER CEILING- SEE I I I I I 1 I I O 9 REFLECTED CLG. FLAN e l 1 1 1 Al I I I BEDROOM 3 I i i o i i 4" WIDE i i= DECK DRAIN MASTER I I® BEDROOM I I I I I T y I I m - Acur, ' -- ____ -- _ _I_I_I- I_I_I_I_ :. i - - - -- D1O 1 - - - - -' \ I L__ ____ __ __________ _ IN HE ' -- - - - - -- - - - - -- - -� I ` EXISTING POOL z? ODI25 i I `:.` SLOPE 4 I 0 SLOPE 0 D,ms LOSET =s J U LAV L SET ":12" fTYP.J Ye ":12" (TYP.) in _ DIID m = s a B s 6 6.. 4 m I y> m �11-104" B" COVERED LOGGIA PANTY Y D124 8' -0" 3' -4 "� 3' -8 I ' O I m e I I SLOPE ®" D101 4- ASTER BA yy WF'I 7= 0123 _1_1_1_1_1_1_1_ �%6 ",12 "CTYP./ .0 7 DIO9 'W' �I O _ m � "� v v � JACUm NEW PAINTED GL055 WHITE R TED I I MARINE PLYWOOD COLUMN NEW IMPACT RATED `r N II 15 RENT I �q PDR. a SLOPE EPDXYMJOINTB (TYPICAL) j " 111 k=;z;=zzg 11111 DOORS, lTYP.) ? -»--- FINISH�SLAB 4" WIDE _ J Ea IP ENT m x:12" (TYP.J� LJ I 4" WIDE ELY (_� m�_b" DECK DRAM ' R.' .,. I a I DID' B" �x 4 g.. DECK DRAIN »PLANTER -_. 3_'' 5' 3'-II" 6'71-: ° LAUNDRY ° 2 DOb m a gx g-.-4'-o"-%F » 5'4" 1'2" _ O •+. - Q BEDROOM 2 -�k - - - - - "� DIIT DII6 - - - -- - - - -- ` �-- ------ - - -- -- ---71 --- -- -- --- - -- ------- ---- ----__ 4 »I�_�« 12 U.4 15' -e" — 1 4' -0" ' -B" — 5_4" 5 4" V� r I i i i i 9 I l i CJiOC ®TH Q D _ _ Al II I I X'XX" FINISH B SLA n DINING L I TABLE I III I I- m ROOM I I I B READING ROOM m - -- - - -- v 0 I I I gx ._0x I I T'I, -10" I ______ � I I n v B "I I -- --------- - - - - -- I g. - - - - - -, (C- _ 12,_4x -- - io .0 -- ----- - - - - -- -� ^,' ------------- -- - - -- - -- /L Iv FINISH SLAB I I I �0 ry --------- - - - - -- c______________ ___y a KcASE m COOKTOP - IC_ _ __ ____ ____ _____ _____ __ __7I ELEC. _ I -------------- - - - - -- I __ __ I I I I _ __ ROSS'S 1 I METER i i0 iO I H I � _ _ _ _ - _ - DIBGONNE T I I I in STUDY ELEC. VV1NE� B" I '^ I 1 B„ - - -- -- g« PANELS .B 6' -6" 3' -6' 3' -4' 5' -4" 5' -0" 11' -10" 5' -0" 2' -0" B' -0" 2' -0" e g» I Dne gx KITCHEN III I I I III I io L DI02 I I I p I I BATH s I I I 11 I� ENIRY I I I DBL. 16,_8« '^ T,"1" B" I 27' -Im" I I B" I 12' -0" B" I I I 12,_g« "� 1101' 6?g„. m I MICRO LA Dm Dw g I m DI ®I I __ -_ -- _z r- Nom- - - DESK I I I I r \ = I I I n -- -- - - - - -- 0 ROLLOUT PANTRY' Ex IXIST I LIVING OOM IIIIIIII0 FIREPL HB - } f, — — — GARAGE I _ ° O IL- - - - - -- lWKL - - - - -o r 0 NEW IMPACT I RAISED I I I RATED WINDOWS, PLANTER (TYP) in O I NEW IMPACT RATED I O 9 z GARAGE DOORS ,B I I HB I A ( � � B V DI2D DI19 A& A& 22' -0" - -- :F II' -, PROPOSED FLOOR PLAN 1/4" - 1' -0" HB I col APPROVED FEB - 8 2( TOWN OF GULF ,,TREAN WALL SCHEDULE SYMBOL DESCRIPTION: NEW CMU BLOCK WALL NEW INTERIOR PARTITION EXISTING WALL TO REMAIN ■■w ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 561.272.3722 BREWERARCHITECTURE.COM W W A y W o Q ag of y Q� W w zLr- Z mV) O UL EIVED A .09 2013 FL DATE: 09 -18 -2012 PERMIT NO. REVISIONS: SET 3 O Z TROP OF CHIME TO T� EL. 8' -2" ./- EXISTING CEMENT TILE ROOF TO BE REPLACED W/ NEW FLAT CEMENT TILE, COLOR: WHITE, (TYP.) EL. 6 -2" N- W3 O W3 iL£XIST. FINISH FLOOR IBM 0 - -- - - - - -- -- — ----------------- • NEW CROWN NEW IMPACT RATED NEW IMPACT RATED MOULDING, (TYP.) WINDOWS, (TTP.) DOORS, (TYP.) PROPOSED SOUTH ELEVATION 1/4" = I' -O" NEW CHIMNEY W/ COPPER CAP - --------- NEW IMPACT RATED — ENTRY DOORS 4 SIDELIGHTS, (TYP.) NEW BAY WINDOW NEW CHIMNEY W/ COPPER CAP EXISTING CEMENT TILE ROOF TO BE REPLACED W/ NEW FLAT CEMENT TILE, COLOR: WHITE, (TYP.) NEW FLAT CEMENT TILE ROOF, COLOR: WHITE, (TYP.) ---\ ..© II� s — --- NEW LIGHT FIXTURES (TYP.) NEW PAINTED GLO55 WHITE — MARINE PLYWOOD COLUMN WRAP, MITER JOINTS - 2 PART EPDXY JOINTS (TYPICAL) NEW FLAT CEMENT TILE ROOF, COLOR WHITE, (TYP.) •t &- ■ ■ ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 BREWERARCHITECTURE.COM 0 Q O-i ALL z� Q Q >- Lu z� QV) m LL O J v- Lj ►R NOTE NEW ROOF SLOPE SHALL MATCH EXISTING. CONTRACTOR A' O �(� 0 TO VERIFY PRIOR TO TRU55 (� ENGINEERING. Town f Gulfstream, F AR0013554 PROVE FEB — 8 2C DATE: 4*,JA& 2=, ® HIMI ® Hill W3 O ----------- - - - - -- -- — _W ADDITION ROWLOCK COUR5E BRICK SILL NEW PAINTED ALUMINUM SHUTTERS. MOUNT TO BLDG. W /5S. HARDWARE (TTP) ?X157. FINISH FLOG -- ---- -- - - -- - - - - - -- - - - ---- EL. 0'- "0 NEW IMPACT RATED NEW CROWN GARAGE DOORS MOULDING. (TYP.) ROWLOCK COURSE BRICK SILL NEW LIGHT FIXTURES (TYP.) NEW PAINTED ALUMINUM SHUTTERS. MOUNT TO BLDG. W /SS. HARDWARE (TYP) PROPOSED NORTH ELEVATION A A6 EX15TING CEMENT TILE ROOF TO BE '� TOP ROOF — REPLACED W/ NEW FLAT CEMENT ./- TILE, COLOR. WHITE, (TYP.) EL. 6 -2" N- W3 O W3 iL£XIST. FINISH FLOOR IBM 0 - -- - - - - -- -- — ----------------- • NEW CROWN NEW IMPACT RATED NEW IMPACT RATED MOULDING, (TYP.) WINDOWS, (TTP.) DOORS, (TYP.) PROPOSED SOUTH ELEVATION 1/4" = I' -O" NEW CHIMNEY W/ COPPER CAP - --------- NEW IMPACT RATED — ENTRY DOORS 4 SIDELIGHTS, (TYP.) NEW BAY WINDOW NEW CHIMNEY W/ COPPER CAP EXISTING CEMENT TILE ROOF TO BE REPLACED W/ NEW FLAT CEMENT TILE, COLOR: WHITE, (TYP.) NEW FLAT CEMENT TILE ROOF, COLOR: WHITE, (TYP.) ---\ ..© II� s — --- NEW LIGHT FIXTURES (TYP.) NEW PAINTED GLO55 WHITE — MARINE PLYWOOD COLUMN WRAP, MITER JOINTS - 2 PART EPDXY JOINTS (TYPICAL) NEW FLAT CEMENT TILE ROOF, COLOR WHITE, (TYP.) •t &- ■ ■ ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 BREWERARCHITECTURE.COM 0 Q O-i ALL z� Q Q >- Lu z� QV) m LL O J v- Lj ►R NOTE NEW ROOF SLOPE SHALL MATCH EXISTING. CONTRACTOR A' O �(� 0 TO VERIFY PRIOR TO TRU55 (� ENGINEERING. Town f Gulfstream, F AR0013554 PROVE FEB — 8 2C DATE: 4*,JA& 2=, ® HIMI ® Hill W3 O ----------- - - - - -- -- — _W ADDITION ROWLOCK COUR5E BRICK SILL NEW PAINTED ALUMINUM SHUTTERS. MOUNT TO BLDG. W /5S. HARDWARE (TTP) �%�%m A R C H I T E C T U R E C N E W F L A T C E M E N T T I L E R O O F , D E X I S T I N G C E M E N T T I L E R O O F A l C O L O R : W H I T E , ( T Y R ) A l T O B E R E P L A C E D W / N E W F L A T T O P O F C H I M N E Y �� 8 5 S E 4 T H A V E N U E C E M E N T T I L E , C O L O R : W H I T E , E L N - 2 1 ' - B " D E L R A Y B C H , F L 3 3 4 8 3 . ( T Y F . ) P H O N E 5 6 1 . 2 7 2 . 7 3 0 1 F A X . 5 6 1 . 2 7 2 . 3 7 2 2 B R E W E R A R C H I T E C T U R E . C O M T O P I O F R O O F N E W C H I M N E Y W / C O P P E R C A P 0 E X I 5 T T O P O F B E A M E L . B ' - 2 " H - T O P O F C H I M E N Y C A P E L . 2 1 ' - B " . / - T O P O F E N T R 1 E L . 1 3 ' - 1 0 " . / - i L E X I S T T O P O F B E A M O E X 1 5 T . F I N I S H F L O O R E L . " 0 �%i �� M ' i i i ��i n n n n u ��- r i E X I S T I N G C E M E N T T I L E R O O F T O B E R E P L A C E D W / N E W F L A T C E M E N T T I L E , C O L O R : W H I T E , ( T Y F . ) N E W C H I M N E Y W / �� C O P P E R G A P F _ _ _ 9 \ ��R O W L C C : < N E W P A I N T E D A L U M I N U M N E W L I G H T S H U T T E R S . M O U N T T O B L D G . F I X T U R E S W / 5 . 5 . H A R D W A R E ( T Y P ) ( T Y P . ) C O U R S E B R I C K S I L L N O T E S N E W R O O F S L O P E S H A L L M A T C H E X I S T I N G . C O N T R A C T O R T O V E R I F Y P R I O R T O T R U S S E N G I N E E R I N G . c A l N E W F L A T C E M E N T T I L E R O O F , C O L O R : W H I T E , ( T Y F W I W I W 1 9 W I N E W A D D I T I O N N E W C R O L L N M O U L D I N G , ( T Y P . ) R O W L O C K C O U R S E N E W I M P I C A C T R A T E D B R I C K 5 1 L L W I N D O W S , ( T Y P . ) N E W P A I N T E D A L U M I N U M S H U T T E R S . M O U N T T O B L D G . P R O P O S E D W E S T E L E V A T I O N W / 5 . 5 . H A R D W A R E ( T Y P ) 1 1 4 " = 1 ' - 0 " W V Z W 0 c n W 1 9 c n W Z O M 2 0 Q O L J Q i W z r y - Q �� L L C ) ; 4 - 0 A N 0 9 2 0 1 3 T o w A g W f 4 t r e a m l L A P P R O V E S E ' F E B 0 Z D A T E : O e - 1 8 - 2 0 1 2 P E R M I N T O W o P ; 1 T O . N O C. C G A6 PROPOSED EAST COURTYARD ELEVATION 114" = V -0" ■ IBM PROPOSED WEST COURTYARD ELEVATION PPRo 'Y�ED� V TOWN �%141g P °F_ SLAT $TRH ® RECEIVED 4 DEC 282012 Town of Gulfstream. F •t Zp- ■ ■ ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH. FL 33483 PHONE 561.272.7301 FAX . 561.272.3722 BREWERARCHITECTURE.004 W 0 Z� W Q LLI 0 �Q ,:r_ LL W w aw Z ry Z Q mV) O L� AR0013954 DATE 12 -26 -2012 PERMIT NO. REVISIONS: C, NOTE: REMOVE EXIST SOFFIT VENTS, LIGHT FIXTURES, SPEAKERS ETC. PATCH TO PROPOSED ROOF PLAN 1/4" = P -O" R0..t ■■M ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 BREWERARCHITECTURE.COM W Ci Z W W 19 W Z O ml w Q C Q 0 o-i Q� zry QV) m� J Ln 4-0 WRECEIVED J TA0 9 2013 own i1flWam, F vrr qE*T DATE: 09 -18 -2012 Wt_. PERMIT NO. ,y ` , OF CHIMEN7 GAP EL. ./- 21' -B" AFF. r - - - - T EL. N- 11' -2" AFF - 0 M L EXIST TOP OF BEAM EL. N -B' -2" AFF m iL EXIST. FINISH FLOOR TOP CF CHIMENT CAP _ EL. N- 21' -B" AFF. I a EXISTING TOP OF BEAM EL. . / -9' -B" AFF EXIST TOP OF BE EL. •/ -B' -2" AFF �9 LEXIST.FINISHFLOOR EL. 0'-"0 6F-:� iL EXIST TOP OF BEAM EL. ./ -B' -2" AFF EXIST. FINISH FLOOR _ EL. 0' - "0 ftwtm C PROPOSED BUILDING SECTION A —A 114" = F -0" ► RECEIVED -� 1/4" = 1' -0" 12 PROPOSED BUILDING SECTION C —C 1/4" = 1' -0" 0 ■ ■ ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 BREW ERARCHITECTURE.COM W 0 Z W Q o-, W w Qw Zz� Q m� 1D1r'1 V AR0013554 �'D SO v sa lo ATE: 12 -26 -2012 or RE`�P�� �9�O�i� LL7 N u 0 m L0 0 J 12- PODOCARPUS I - 1 HRULEFT5 F LCATA PODOCARPUS MAKI. 7 GAL. NAME COMMON NAME SPECIFICATIONS /— SOD � I ° °_) P S MULCH I I - — — - - - - - - - -- 2- BOUGAINVILLEA LOLL__ _ YES 2 10 -NEP EPIS FAL A 2- PHOENIX SYLVES IS 2 PH NIX SYLVESTRIS SYLVESTER PALM I POTS II 2 -M� CILIA 'D.D. BLA CF I 71A BIFURCATA FOXTAIL PALM B II / BEDROOM 3 21--P CHOTRIA LIG ITRIFO IA POTS 28- A NAEMONI�" II SEN MAN 11 I \ / O BED''R�'�booM II ` II EXIST. CITRUS TO E ELOCATED I ON SITE 2- EXIST. CITRUS TO j EXIST. FISHTAIL PALM TO B OCATED 13- CODIAEU NZIBA - -;� .,• �4^��b�440a1 L u■ � V.�i�:�� I 1 1 CLOSET yE� LOG�1lCD ` :W�?ii.�.��4�9, l►,.�V_ • s ��lr',�i.�'?. �Ae��4.i►.4�4�0�4�4._.'�4 �` . • ANNUALS. TYP. CLOSET MASTER BAiH I 12- PODOCARPUS I - 1 HRULEFT5 F LCATA PODOCARPUS MAKI. 7 GAL. NAME COMMON NAME SPECIFICATIONS /— SOD � I ° °_) P S MULCH I I - — — - - - - - - - -- 2- BOUGAINVILLEA LOLL__ _ YES 2 10 -NEP EPIS FAL A 2- PHOENIX SYLVES IS 2 PH NIX SYLVESTRIS SYLVESTER PALM I POTS II 2 -M� CILIA 'D.D. BLA CF I 71A BIFURCATA FOXTAIL PALM B II / BEDROOM 3 21--P CHOTRIA LIG ITRIFO IA POTS 28- A NAEMONI�" II SEN A POLYPHYLLA DESERT CASSIA I \ / O BED''R�'�booM II II EXIST. CITRUS TO E ELOCATED I ON SITE 2- EXIST. CITRUS TO j EXIST. FISHTAIL PALM TO B OCATED 13- CODIAEU NZIBA 2- GARDENIA 'STANDAR�p' 17- PODOCARPUS MAKI. / I L1 I 1 1 CLOSET yE� LOG�1lCD EXISTING POOL 3 XIST. AREAC PALMS TO BE RELO GIST. 6" ORFO K ISL T� B1= R�MOVED 1 IPINE I it BAN _LOSE_ n CL.I ANNUALS. TYP. CLOSET MASTER BAiH — SOD CITF US PANTR _____________I• SOD O 1 / 2- HXI T. 2" CIl`RUS 0 BE 7OLK ISLAND PINE LVE NO 1- FISHTAIL PALM RELOCATED FROM SITE CAL HYLLUM DWB. TRK., 18" CALIP. NO 3 2- RHAPIS EXCELSA POTS HYLLUM 6" CALIP. NO i i 0 11151 _I fi _: r, --I 40 IRACHELOSPERMUM 'M GARAGE I29- VIBURNUM SUSPENSUM L DOCAR♦'I�1�F1Jp{(I. 15 GAL. �lL�_�I I SOD BOUGAI EA STD. — RELO D FROM SITE — 48 -CLUS GU ERA.3' / r E . BOUGAINVILLEA 'STD' 1 fl 141.45' 75- PITTOSPORM VA EREADING . ROOM GATUM 2' O.C. EXIST. TRIPLE A NIDIA RELOCATE ON SITE 2 -SENNA OLYPHYLL-- -CRINUM JAGUS 24[URNUM S SPENSUM HEN 2- LIGT!$TRUM JAPO ICUM 8 - LIRIOPE ' EMERAL GODDESS'.1 O.C. UVRJC ROOM 2DENILMIAMI I VREM 28 -P OCARPIIuu``S IIMA •• 1 U BE REMOVED J i °�i►El nl ::: • .fff-ELOOtED FROM 11 VIBURNUM SUSPENSU: WA 193,SS —.. � �v.rr•c�i����� �I l NNW �d m �d �ao z 2UDF U [� M iC1rJi M � x Pw., V o � � O u CJ W �o w � z O z 0 N m N mQ Npy a 2 ®13 ► RECEIVED,, �e DEC 282012 YAN ~V 5. AN IRRIGATION SYSTEM WILL BE INSTALLED 0 PROVIDING 100% COVERAGE TO ALL LANDSCAPE Town of Gulfstream, [= AREAS, ONE MINI CLIC, OR EQUAL, MOISTURE LANDSCAPE NOTES: SENSOR SHALL BE INSTALLED WITH THE NEW IRRIGATION SYSTEM. 1. ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS 6. SEE SHEET L -2 FOR ADDITIONAL INSTALLATION GIVEN IN 'GRADES AND STANDARDS FOR NURSERY DETAILS AND SPECIFICATIONS. E y En a ti U 7. GENERAL CONTRACTOR SHALL OBTAIN TREE C> >r V) PLANTS, PART I, 1963, AND PART II, STATE OF FLORIDA REMOVAL PERMITS AS REQUIRED BY THE CITY, IF O >, DEPT. OF AGRICULTURE, TALLAHASSEE, FL. APPLICABLE. ~' I 2. IT SHALL BE THE RESPONSIBILITY OF THE LANDS.. C 8. ALL TREES AND PALMS TO BE PROPERLY STAKED o 'S CONTRACTOR TO VERIFY LOCATION OF ALL AFTER PLANTING. SEE DETAILS, SHEET L -2. p� v 0 UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. 9, PLANS TAKE PRECIDENCE OVER MATERIALS LIST. IT 3. ALL PLANT BEDS TO RECEIVE 10" OF 50/50 MIX. 50% SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE SAND 50% MUCK. O SHEET NO. 4. IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO VERIFY ALL MATERIALS ON PLANS Landscape Plan PRIOR TO SUBMITTING BID. T _ 1 CONTRACTOR TO PROVIDE A SMOOTH UNIFORM 10. ALL SHRUB AND GROUND COVER BEDS AS WELL AS GRADE PRIOR TO INSTALLING SOD. OTHER BEFORE Dccrcc OTHER AREAS TO BE MULCHED SHALL RECEIVE 1 /8" =I' -0" _� 3" OF 'FLORAMULCH' MELALEUCA MULCH. n 1-800- 432 -4770 of 2 DRAWINO f7LE NO PLANT MATERIALS LIST QUANTITY SCIENTIFIC NAME COMMON NAME SPECIFICATIONS NATIVE EW TREES AND PALMS 5 1-11 TRUM JAPONICUM JAPANESE PRIVET 8- 9'O.A. X 8- 9'SPR., MULTI- TRK.,B &S YES 2 MA CILIA 'D.D. BLANCHARD' 100 GAL, 14 -16' O.A., MATCHING NO 2 PH NIX SYLVESTRIS SYLVESTER PALM 8' C.T. B &B MATCHING NO 71A BIFURCATA FOXTAIL PALM B GREY WOOD' 18' O.A. B &B MATCHING NO 2 SEN A POLYPHYLLA DESERT CASSIA 25 GAL, 6 -7' O.A. NO TREES AND PALMS TO BE REMOVED 1 AREA PALM 18 O.A. NO 2 CITF US B' O.A. NO 1 NOF 7OLK ISLAND PINE 16 O.A. NO i CAL HYLLUM DWB. TRK., 18" CALIP. NO 3 CA HYLLUM 6" CALIP. NO TREES AND PALMS TO BE RELOCATED 4 AR A PALM 15' O.A. NO 1 CITF US B' O.A. NO 3 IADqINIDIA PALMS 16' O.A., TRIPLE TRK. NO 1 FISIJTAIL PALM 16' O.A- NO 1 B GAINVILLEA 'STD' 8' O.A. NO S RUBS, EXOTICS, VINES 42 VIB RNUM SUSPENSUM SANDANKWA 7 GAL., 36" O.A. NO 84 PI OSPORUM VARIEGATEM VARIEGATED PITTOSPORUM 3 GAL, 18 -24" SPR. NO 130 CLI SEA GUTIFERA SMALL LEAF CLUSEA 15 GAL, 5 -6' O.A. YES 2 CRI UM JAGUS 5T. CHRISTOPHER LILY 7 GAL., 24 SPR. NO 5 GA DENIA 'MIAMI SUPREME' 15 GAL, 2' C.T., STD. NO 1 JA ROPHA INTEGGERIMA 'COMPACTA' 15 GAL STD. 5' XS' NO 2 RH PIS EXCELSA LADY PALM 15 GAL, 5-6' O.A., FULL NO 20 PLI MSAGO 'IMPERIAL BLUE' LEADWORT 3 GAL. , 1B" SPR. NO 175 DU ANTA ERECTA 'GOLD MOUND' ( GOLD MOUND 3 GAL. , 1B" SPR. YES BR MILIAD 'LITTLE HARV 7 GAL- 24" SPR.. NO 34 PO OCARPUS MAKI 15 GAL., 4 -5 O.A. NO 43 PO OCARPUS MAKI 7 GAL., 3' O.A. NO 48 PS CHOTRIA LIGUSTRIFOLIA DWARF WILD COFFEE 3 GAL., 24" O.A.. YES 2 SO GAINVILLEA 'BARBARA KARST' 15 GAL. 6' TRL NO 28 TA ERNAEMONTANA PINWHEEL JASMINE 3 GAL. 18 -24" SPR. NO 29 CO IAEUM 'ZANZIBAR' ZANZIBAR CROTON 3 GAL. 12 -15" SPR. NO ROUND COVER & SOD 69 NE HR PI FA ATA (MACHO RN 265 TR CHELOSPERMUM 'MINIMA' GAL NO LI OPE 'EMERALD GODESS' GIANT ULYTURF GA NO ST AUGUSTINE 'FLORATAM' VAR. SOD FULL SOD WERE SPECIFIED MISC. 12 P TS TO BE CHOSEN BY OWNER. COORDINATE SIZES NTH LANDSCAPE ARCHITECT �d m �d �ao z 2UDF U [� M iC1rJi M � x Pw., V o � � O u CJ W �o w � z O z 0 N m N mQ Npy a 2 ®13 ► RECEIVED,, �e DEC 282012 YAN ~V 5. AN IRRIGATION SYSTEM WILL BE INSTALLED 0 PROVIDING 100% COVERAGE TO ALL LANDSCAPE Town of Gulfstream, [= AREAS, ONE MINI CLIC, OR EQUAL, MOISTURE LANDSCAPE NOTES: SENSOR SHALL BE INSTALLED WITH THE NEW IRRIGATION SYSTEM. 1. ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS 6. SEE SHEET L -2 FOR ADDITIONAL INSTALLATION GIVEN IN 'GRADES AND STANDARDS FOR NURSERY DETAILS AND SPECIFICATIONS. E y En a ti U 7. GENERAL CONTRACTOR SHALL OBTAIN TREE C> >r V) PLANTS, PART I, 1963, AND PART II, STATE OF FLORIDA REMOVAL PERMITS AS REQUIRED BY THE CITY, IF O >, DEPT. OF AGRICULTURE, TALLAHASSEE, FL. APPLICABLE. ~' I 2. IT SHALL BE THE RESPONSIBILITY OF THE LANDS.. C 8. ALL TREES AND PALMS TO BE PROPERLY STAKED o 'S CONTRACTOR TO VERIFY LOCATION OF ALL AFTER PLANTING. SEE DETAILS, SHEET L -2. p� v 0 UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. 9, PLANS TAKE PRECIDENCE OVER MATERIALS LIST. IT 3. ALL PLANT BEDS TO RECEIVE 10" OF 50/50 MIX. 50% SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE SAND 50% MUCK. O SHEET NO. 4. IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO VERIFY ALL MATERIALS ON PLANS Landscape Plan PRIOR TO SUBMITTING BID. T _ 1 CONTRACTOR TO PROVIDE A SMOOTH UNIFORM 10. ALL SHRUB AND GROUND COVER BEDS AS WELL AS GRADE PRIOR TO INSTALLING SOD. OTHER BEFORE Dccrcc OTHER AREAS TO BE MULCHED SHALL RECEIVE 1 /8" =I' -0" _� 3" OF 'FLORAMULCH' MELALEUCA MULCH. n 1-800- 432 -4770 of 2 DRAWINO f7LE NO LANDSCAPE NOTES:a �m 1. LANDSCAPE: a A GENERAL CONOITONS AND REQUIREMENTS 1) WORK TO INCLUDE FURNISHING LABOR MATERIALS, PALMS ORGANIC F�ER 17NJ� CONTAINaNG MrRFlO6EN, PHOSPHOROUS AND POTASSIUM AS MAJOR ELEMENTS AND ADDITIONAL PLANTING NOTES: TOOLS AND EQUIPMENT, OBTAINING NECESSARY PERMITS, INSTALNG ALL MATERIALS NECESSARY TO CONTAINING MINOR ELEMENTS INCLUDING IRON, MANGANESE, MAGNESIUM AND ENG APPLICATION ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER ACCORDING TO GRADES AND STANDARDS FOR NURSERY PLANTS ALL TREES THAT ARE DESIGNATED AS SINGLE -TRUNK TREES maa Q o COMPLETE IN PLACE THE LANDSCAPING AS SHOWN ON SHALL BE ACCORDING M MANUFACTURER'S SHALL HAVE A SINGLE, DOMUENT LEADER, PROPER STRUCTURAL BRANCHING AND EVEN DISTRIBUTION OF THEIR BRANCHES AND A RELATIVELY STRAIGHT TRUNK. TREES THAT ARE DESIGNATED AS MULTI -TRUNK TREES SHALL HAVE AT LEAST THREE TRUNKS WITH EQUAL CA"LTRS ORIGINATING AT THE BASE OF THE TREES, AND WITH µCIEs NO LESS THAN 45 DEGREES. S T7 THE PLANS AND AS HEREIN SPECIFIED. SPECIFICATIONS TREES WITH BARK INCLUSION AND CD- DOMINENT TRUNKS AT ANY MDGHfi WILL NOT BE ACCEPTED. TREES WITH GRDLING ROOTS WILL BE CONSIDERED CULLS AND THEREFORE REJECTED. Fm,T Ir.c4 2) THE INSTALLATION SHALL COMPLY WITH ALL AREAS TO BE SODDED SHALL RE FERTILIZED WITH A REGULATIONS OF THE COUNTY AND THE STATE OF FIFTY PERCENT ORGANIC 6 -6 -6 NITROGEN, ALL SYNTRE71C BURLAP, SYN7HE71C STRING OR CORDS SHALL BE REMOVED BEFORE ANY TREES ARE PLANTED. *RE BASKETS SHALL BE CUT BEFORE THE TREES ARE INSTALLED. FLORIDA ALL LICENSES, PERMITS AND INSPECTIONS PHOSPHOROUS AND POTASSIUM ANALYSIS FERTILIZER ALL SYNTHETIC TAPE (Ln TAGGING TAPE, NURSEY TAPE ) SHALL BE REMOVED FROM TRUNKS, BRANCHES ETC. BEFORE INSPECTION. REWIRED SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR AT COMPLETION OF THE WORK, THE WITH IRON, MAGNESIUM AND MANGANESE AS MINOR ELEMENTS. APPLICATION SHALL BE AT THE RATE OF THE TOP ( 1/3 ) OF ANY NATURAL BURLAP SHALL BE REMOVED, OR TUCKED INTO THE PLANTING HOLE BEFORE THE TREES ARE BACKFLIED, CONTRACTOR WILL TRANSMIT ALL APPLICABLE ONE POUND OF ACTUAL NITROGEN PER ONE THOUSAND N ORDER TO HELP Tiff TREES RETAIN WATER AT THEIR ROOT BALL AREAS, THE WATERING BASINS SHOULD REMAIN FOR AT LEAST THREE MONTHS ESPECIALLY CERTIFICATES OF INSPECTION TO THE OWNER, OR AUTHORIZED REPRESENTATIVE SQUARE FEET AND SHALL BE FULLY INCORPORATED INTO THE TOP TWO INCHES OF SOIL ON SPECIES SUCH AS LIVE OAKS. r 7j MULCH: ALL TREES IN 500 AREAS ARE TO HAVE A CYPRESS MULCH AND RED MULCH IS PROHIBITED. OTHER CLEAN HARDWOOD SPECIES OR CLEAN RECYCLED MULCH MAY BE USED. ALL MULCH BEDS SHOULD EXTEND V FROM THE TIPS OF ALL 3/6' 01A. SS 3) THE CONTRACTOR AND THE LANDSCAPE SUBCONTRACTOR SHALL PROVIDE A QUALIFIED FOREMAN PRESENT ON THIRTY INCH RING COVERED WRH A TWO INCH LAYER PLANT MATERIAL AN D TREES SHALL HAVE A MULCH RING OF A MINIMUM OF 2' RADIUS (4' DIAMETER). MULCH SHOULD HAVE A MINIMUM DEPTH OF 2' AND A MAXIMUM DEPTH OF T. ALL MULCH SHOULD BE KEPT 3' FROM THE BASE OF ALL PLANT MATERIAL M THE SCE AT ALL TIMES THE FOREMAN SHALL BE WELL - VERSED IN READING AND UNDERSTANDING PLANS THE LANDSCAPE FOREMAN SHALL TE KNOWLEDGEABLE OF MELALEUCA MULCH. COVER ALL SHRUB BEDS W1IH A TWO INCH LAYER OF M OURS OF MULCH. MULCH PLANTS WITHIN TWENTY-FOUR HOURS OF PLANTING. ALL TREES AND PALMS SHALL BE GUYED WITH PROPER HORTICULTURAL AND ARBORICULTURAL TECHNIQUES. WHEN APPLICABLE. TREES SHOULD BE STAKED WITH NATURAL HEMP. IN LOU ABOUT SOUTH FLORIDA PLANT MATERIAL ITS OF WERE OR 01HER SYNTHETIC MATERIAL NAILING INTO TREES AND PALMS FOR ANY REASON IS PROHIBITED. r] w BE PROPER HANDLING THE FOREMAN STALL BE A FULLY 4) NEEDED T HAND WATERING SHALL SE SOME AS NEEDED TO KEEP THE PLANT ROOT MASSES AND ALL STAKING MATERIAL SHALL BE REMOVED APPROXIMATELY SIX MONTHS AFTER PLANTING, OR AT THE TIME OF ESTABLISHMENT OF THE TREE. GEE AUTHORIZED AGENT CI THE CONTRACTOR, CAPABLE OF MAKING ON -SITE DECISIONS. PLANTING SOIL UNIFORMLY MOIST IL I MAINTAIN A HEALTHY GROWING CONDITION UNTIL FINAL JOB .. 1H��yM µX B. MATERIALS-. ACCEPTANCE BY THE OWNER. OR BY OOT U M 1) PLANT SIZES ALL SIZES SOWN FOR PLANT WITH MASSES REPRESENTATIVE. ANY PLANTS WEPT ROOT MASSES MATERIALS ON THE PLAN ARE TO U CONSIDERED AS MINIMUMS ALL PLANT MATERIAL MUST MEET OR 5) SODDING: PLACE STNAUGUSTINE 'FLOMTAM' SOLID SOD IN ALL AREAS NOT COVERED WITH PLANT MATERIAL OR 2' TOP SOIL REMOVE U C� EXCEED THESE REAMUM ANY OTHERR S FOR BOTH HEIGHT AND SPREAD. ANY OTHER FOR PAVING AS NOTED ON THE PLANS THE SCD AND SOD INSTALL MULCH 3' FR TRUNK. TYP. BURLAP AT V ED ON SPECIFIC SHAPE OR EFFECT AS NOTED ON THE PUN ALSO REQUIRED FOR ACCEPTANCE BED SHALL SE MOIST AT TIME OF INSTALLATION. App MIN. 3'M CH TOP 1/3 OF PLANTING N WILL BE THE SOD SHALL THICK, WELL- MATTED AND EVENLY PLANT OU ALL PLANT MATERIAL INSTALLED SHN1 CUT. H IT SOD SHALL BE STRONG ENOUGH FINISH GRADE 1' BELOW O W CONFORM TO THE GRADES AND STANDARDS C THE S 11 T RETAINS ITS SHAPE WHEN HANDLE HA D BY THE RUM GRASS BLADES THE SOD PIECED STALL BE A MINIMUM 12' TOP OF PAVEMENT A W � FOR FLORIDA NO. 1 D BETTER AS OVEN IN GRADES AND STANDARDS FOR NURSERY X 24' SIZE THE SOD BED IS TO BE a/ DEPART, PART I, 1998 EDITION BY TIff FLORIDA WELL - COMPACTED AND EVEN. SOD STALL SE WD PAVEMENT �y ETI �y AN O' AGRICULTURE AND CONSUMER GAPS OR VOIDS BY HANG 50 THERE ARE PS Qj &0 114 SERVICE INT SERVICE DIVISION OF THE PLANT INDUSTRY. PIECES STAGGER WS SHA PIECES BETWEEN ROW" 0 ROWS. ROPES THE ROWS SHALL RUN 90" TO THE ROPE �:. '. '. BACKFILL WITH LT4 1s DI IMM C71CN. ROLL OR HAND TAMP THE SOD IMMEDIATELY AFTER INSTALLATION AND COMMENCE . . ... . -L.f .::.. ':• 2%4'X4' -0' PLANTING SOIL STAKES- a--T- 3) PLANTS NOT LISTED IN 'CRANES AND STANDARDS FOR WATERING. THE 500 LEVEL SHALL BE SET SO ^ EQUALLY EXIST. SQL MIX NURSERY PLANTS' SNAL1 CONFORM TO THE FLORIDA STANDARDS SPECIFIED FOR PLANTS LISTED WAIER:L. FROM ADJACENT SURFACES IS NOT IMPEDED. MAINTENANCE OF THE SOD RILL BE THE SPACED AROUND SIMILAR GROWM HABITS THE PLANT STANDARDS TO DAR RESFONSBI TTY OF THE CONTRACTOR UNTIL TREE T BE MET NCLUDE FREEDOM FROM PEST AND MECHANICAL ACCEPTANCE BY THE OWNER, AUTHORIZED - U CONDITIONS TRUNK µ0 BRANCHING AL REPRESENTATIVE MOVING NONE BE GONE OFTEN ENOUGH SO NO MORE THAN ONE THE HEIGHT OF 0 HABIT. AFOLIAGE HABIT, AND ROOT CONDITION. -THIRD THE GRASS BLADE IS REMOVED. THE SOD SHALL BE CV APPED 4) BURL ( ) GUARANTEED FREE OF WEEDS µD PESTS THAT AFFECT �Y HANDLED BY THE ROOTBALL�ONLYP PfiLA 75 WITH CRACKED OR LOOSE ROOTBALLS WILL NOT BE ITS UNIFORM APPEARANCE FOR NINETY DAYS 500 SHALL AT SHRUB BEDS TREE RINGS AND PAVEMENTS SHALL BE CUT EVEN AND SHARP. SOD INSTALLATION DETAIL (TYPE) SMALL TREE PLANTING DETAIL ACCEPTED. ROOTBALLS ARE TO BE A SIZE NORMAL TD N.T.S. SOUND NURSERY PRACTICE. ROOT SYSTEMS SHALL BE WELL- BRANCHED AND FIBROUS 6 TREE GUYING: ALL SINGLE STEM TRESS SHALL BE ) SECURELY GUYED AND STAKED AT TIME OF PLANTING. NETS. 5) CONTAINER GROWN PUNTS SHALL BE WELL- ROOTED. USING THREE 3/B DIAMETER SISAL PLANTS THAT ARE ROOTBOUND OR ARE STAKES ARE TO BE SET BELOW FINISHED GRADE. DISPROPORTIONATELY LARGE FOR THE CONTAINER SZE WILL NOT BE ACCEPTED. 6) PLANTS CROWN IN ARTS SHALL BE WELL- RGOTED AND HEAVILY FOLIAGED. 7) ROOT PRUNING: PLANTS SHALL RODTNSPLAN OR TREE WITH NAILS IN THEIR TRUNKS OR TREES WITH OTHER MECHANICAL TRUNK DAMAGE WILL NOT BE ACCEPTABLE PREPARED AS NECESSARY AVOID lE NC 7) REMOVE THE EXCAVATED MALARIAL FROM 1 CAUSED OR U ION I CESS OF IN EXCESS OF THE PLANT HOLES WITH PLANTING SOIL TUE PLANT HOLES AND IEPTO SECURE BATTENS W/ 7/C FIVE PE UNLESS ATTRIBUTED TWENTY -FIVE PERCENT UNLESS S17NG T TO SEASONAL CHANGE PLANTS OVER A G THESE CHARACTQNSTICS RILL BE REMOVED AT THE REQUEST OF THE OWNER, OR AUTHORIZED REPRESENTATIVE H NU INC PLANTING AREAS ARE ro HAVE A CONTINUOUS TWO INCHES GFARE QU PLANTING TO B SOD. AHED GROUNDCOVER RANTING AREAS ARE TO BE EXCAVATED TO A DEPTH OF SIX INCHES SHRUB PUNTING AREAS ARE TO BE TO HOLD BATTENS I BAND DURING PLANING PROCESS 3-2' x 4' e' -0' WOOD OR ///��� �R ®��F�. JJJ m o EXCAVATED SIX INCHES DEEPER THAN THE ROOT DEPTH L WRAP THINK W/ S -LAYERS SPACED MART AT 12p' FOR PALMS `` 8) PALMS ALL PALMS SHALL BE FLORIDA GRADE NO. 1, OR BETTER AS SPECIFIED IN 'GRADES AND AND SIX INCHES GREATER IN RADIUS TRENCH HEDGE PLANTING STRIPS SIX INCHES DEEPER THAN THE ROOT / OF BURLAP UP TO 15' GT. (FOR PALMS 16' C.T. AND LARGER USE PQ��. �. STANDARDS FOR NURSERY PLANTS' PART I. DEPTH AN O SIX INCHES "DER ON EACH SIDE OF THE ALLY SPACE 2' % 4' TYPICAL TURNED W ENO ROOD BRACES EQUALLY STAGED / UNLESS OTHERWISE SPECIFIED. ALL NON -SASAL PALMETTO SHALL BE FREE OF FROND ROOTS PALMS PLANTS EXCAVATE ALL TREE PUNTING HOLES TWELVE INCHES 6- 2' X 4" X B' WOOD BATTENS I ( :4 .Q 3A Cy'yY N WITI7 BURNED OR IRREGULAR TRUNKS, TRUNKS WITH NAILS IN THEM. OR CABLE AND OTHER MECHANICAL DEEPER THAN THE ROOTBALL DEPTH. LOOSEN THE BOTTOM OF THE HOLE SX INCHES DEEPER Tiµ THE 4N. J' MULCH Vey J ��yj� E \'4° r Yj SCARS WIL BE UNACCEPTABLE. REMOVE ALL DEAD REQUIRED HOLE DEPTH. TREES WITH ROOTBALLS TWO yR eH LL FRONDS AND TAPER TRIM BY NO MORE THAN ONE -THIRD OF PALM HEAD. TIE ALL SABAL. PALMETTO HEADS TO FEET IN DIAMETER OR LESS SHALL SE PLANTED IN HOLES ONE FOOT GREATER IN RADI US TREES WITIH REMOVE BURLAP AT TOP 1/7 tx= PLANTING BALL �k, F tU PROTECT THE BUD N17H UNTREATED ORGANIC TWINE AS RODiBAI15 GREATER THAN 7W0 FEET AND LE55 Tiµ 0.7 U SET FORTH IN FLORIDA DEPARTMENT OF FOUR FEET IN DIAMETER SHALL BE PLANTED IN HOLES TIE VIAL TO BATTEN. NO AGRICULTURE'S 'GRADES AND STANDARDS FOR NURSERY EIGHTEEN INCHES GREATER IN RADIUS. NAILS IN TRUNK. RELOCATE SEE NOTES ON RAMS FOR PALMS 1D BE RELOCATED O4 -SITE. SET ALL PLANTS ON A TRW WFL. COMPACTED BASE IN 3 -Y • 4' X 8' -0' ROOD BRACES SPACED MART AT 120' (FOR TREES A STRAIGHT UPRIGHT POSITION AT THE SAME DEPTH INSTALL MULCH 3' FROM TRUNK. TYPE UP TO 19' QA HT FOR TREES 2C O.A. HT. ® �� �'� 9) SUBSTITUTIONS: SUBSTIIUDONS OF PLANT TYPE OR SIZE WILL NOT BE ACCEPTED UNLESS SUBSTANTIAL DOCUMENTATION IS SUBMITTED SHOWING THE AS BEFORE TRANSPLANTING 50 THE TOP OF THE RDOTBALL IS EQUAL TO THE LEVEL OF THE SURROUNDING FINISHED GRADE. WHEN BACKFIWNG AND UP USE 4- 4"%4"%8' WOOD BRACES) EQUALLY SPACED, UNAVAILABILITY OF THE PARTICULAR RANT TYPE OR SIZE. AROUND THE PUNTS. TAMP AND WATER IN THE TOP SQL TO EIJMINATED ARPOCKETS RELEVEL AND MIN. 3' MULCH ^ /W O,I IS }V4 THAT FILL ANY AREAS THAT SETTLE AFTER COMPLETION OF DEC L I L/ U 10) PUNTING SOIL.: ALL PLANT MATERIAL INSTALLED SHALL BE PUNTED WITH TOPSOIL THAT K CLEAN AND THE JOB. THE OR AUTHORIZED REPRESENTATIVE WILL REQUIRE PLANTS BE RESET IF REASONABLY FREE OF CONSTRUCTION DEBRIS, WEEDS, NOT SET PROPERLY. EXISTING SQL VIABE WEED REEDS NO %1017 PESTS. ROCKS EXSTING SOIL DISEASE, AND MATERIALS THE TOPSOIL IS 1D BE B) PRUNNC: ALL PRUNING SHALL BE DONE IN REMOVE BURLAP AT TOP Town of Gulfstream, �� AMENDED WITH FIFTY PERCENT MUCK. THE MUCK IS ACCORDANCE WITH STANDARDS SET FORTH BY THE 1/7 OF PLANTING BAIT BACKFIL WITH PLANTING TO BE FREE OF EXCESS CALCIUM AND HAVE A UGHT INTERNATIONAL 50CETY OF ABORICULTURE. LIMIT SQL MIX. Eli ACID REACTION (5.5 TO 6.5 PH). PRUNING TO BROKEN OR DAMAGE STEMS. PRUNE BACK TO THE PARENT STEM E NECESSARY TO COMPENSATE BACK " LL WITH PLANTING CLEAN SANG FILL) SOIL MIX. , V 11) MULCH: ALL MULCH SHALL BE FLORAMULCH FOR ROOTS LOST IN TRANSPLANTING NO PRUNING W APPEARANCE OF UNIFORM SIZE AND SHALL OR S�EETOF PLANSELUN� AFFECT THE NATURAL LARGE TREE PLANTING DETAIL LARGE PALM PLANTING DETAIL SPECIFIED . ROOTS THAT ARE BROKEN OR JAGGED N.T.S. Q INSTALLATION: SHALL BE CUT CLEANLY. THE OWNER OR AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT 70 REQUIRE N.T.S. 1) PLANTING BEDS THE PLANTING BEDS SHALL BE ADDITIONAL PRUNING FOR AESTHETIC OR 07FIER PREPARED TO PROVIDE ADEQUATE DRAINAGE FOR GOOD PLANT GROWTH. THE CONTRACTOR SHALL REPORT IN REASONS. WHITING ANY CONTAMINANTS DISCOVERED IN A D. FINAL COMPLETION: THE CONTRAC70R SHALL BE PLANTING BED THAT WOULD INHIBIT GOOD PUNT RESPONSIBLE FOR LEAVING THE JOB STE FREE OF ALL j`y.Q.•}jl GROWTH TO THE OWNER, OR HIS AGENT, PRIOR TO CONSTRUCTION DEBRIS AND IN AN ORDERLY STALE CLEAN MM PLANTING IN SUCH A CONTAMINATED PLANT BED. ALL WALKS, PAVING, AND SITE FEATURES OF GIRT, TFE MARKS AND OTHER DEBRIS OF PLANT BEDS, UTCHAHREDIS U L 2) FERTUZM' TEES AN D SHRUBS SHALL BE WEEDING PRUNING OF SHRUBS, CUTTING AND TRIMMING OF GRASS NOTES: C-' W FERTILIZED WITH 21 GRAM AGRIFDRM FERTILIZER TABLETS WITH A 2G -10 -5 NITROGEN, PHOSPHOROUS. WILL BE DONE UNTIL THE JOB IS COMPLETE AND ACCEPTED BY THE OWNER OR AUTHORIZED REPRESENTATIVE UNTIL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES CARE SHOULD RE TAKEN NOT TO DISTURB OR DAMAGE ILA AND POTASSIUM ANALYSIS AT THE APPLICATION RATES AS FOLLOWS: FINAL ACCEPTANCE, THE PLANT MATERIALS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY UTILITIES ANY DAMAGE ro THESE BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR IN A MANNER INSTALL MULCH 3' FROM 7RUN MIN 6' PLANTING IN GO W ATIVE. "WILL APPROVED BY THE OWNER'S REPRESENTATIVE WHERE UNDERGROUND CONSTRUCTION OR OBSTRUCTIONS WILL NOT PERMIT 114E . SOL ALL PLANT BEDS � CONTAINER SIZE: APPLICATION RATE: E. GUARANTEE: ALL PUNT MATERIAL AND WORK SHALL BE INSTALLATION PER PLANS, NEW LOCATIONS FOR TIff PLANT MATERIAL WILL BE DESGNATED BY THE LANDSCAPE ARCHITECT. GUARANTEED FOR ONE YEAR FROM DATE OF FINAL JOB h CONTAINER 1 TABLET /3 CONTAINER 2 TABLETS ACCEPTANCE. DURING THE ONE YEAR GUARANTEE. LOSE PLANT MATERIAL THAT DES OR 6 IN PA UNRffALTMY TREE LOCATION$ ARE TO BE STAKED IN THE FTF1D PRIOR TO INSTALATdM. LOCATIONS ARE SCHEMATIC AND MAY REODIRE V2 ai T�. U (k�; Y6 CONTAINER 3 TABLETS CONGO HAITI SNAIL BE REPLACED THE SAME PLANT AOJUSTAENT IN EVENT OF CONFLICTS WTH UTILITIES. EXISTING PLANT MATERIAL ETC, LANDSCAPE ARCHITECT TO APPROVE FINAL PRIOR TO PLANTING. IV (^„ !T CONTAINER 5 TABLETS THE SIZE TYPE AT LEAST EQUAL TO THE SIZE ANN QUALITY LOCATIONS (V[�Z,]J] O SHRUBS AND 1 TABLET FOR EACH ORIGINALLY LS SBE GUAR THE REPLACEMENT MATERIAL SHALL ALSO B£ QUARANI}ID FOR ONE YEAR FROM THE GATE ALL PLANT MATERIAL INSTALLED SHALL CONFORM TO THE GRADES AND STANDARDS FOR FLORIDA 40.1 OR BETTER AS GIVEN 9RU85 IN URGE ONE FOOT EF HEIGHT SHRUBS OF 175 INSTALLATION. THE GUARANTEE WILL BE NULL _ IN GRADES AND STANDARDS FOR NURSERY PLANTS PART L 1996 EDHION BY THE FLORIDA DEPARTMENT OF AGRICULTURE T: O ILA QC CONTAINERS AND VON) IF PLANT MATERIAL IS DAMAGED OR KILLED BY µD CONSUMER SERVICE DIVISION OF THE PLANT INDUSTRY. BACKFILL WITH PLANTING SOIL TREES 1 TABLET FOR EACH LIGHTNING. HURRICANE FORCE WINDS HAL OR FREEZE 1/2 NCH OF TRUNK F. EXCESS SUITABLE MATERIAL: UPON DIRECTION OF THE ALL TREES AND PALMS M BE THOROUGHLY WATERED IN AT PLANTING. TREES AND PALMS SHALL BE STAKED TO ASSURE BACKFILL WITH DIAMETER MEASURED OWNER, OR AUTHOHZED REPRESENTATIVE, ALL PROPER AIJGNMENT AND STABILITY. PLANTING SQL 18' ABOVE FINISHED GRADE VEGETATON. DEBRIS CONCRETE, OR OTHER UNSOTABLE MATERIALS SHALL BE DISPOSED IN A SUITABLE MANNER BY MIX. SnET NO. FERTILIZE GROUNDODEIt V AREAS WITH AN EQUAL ANALYSIS OF GRANULAR FERTILIZER SUCH AS 5 -6 -6 AND THE NITROGEN DERIVED FROM UREAFORM. MINOR THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES FOR MATERIAL SHOWN ON DRAWINGS PRIOR TO SUBMITTING BD. PLANTING PLAN TO TAKE PRECEDENCE OVER PLANT LIST. FINAL SOD, MULCH, AND TOPSOIL QUANTITIES ARE TO BE MADE BY THE CONTRACTOR. SHRUB AND EXISTING SOIL S B� NeGC GROUND COVER DETAIL T ' ELEMENTS SHALL INCLUDE IRON, ZINC, AND �HDII .p1G, `' MANGANESE. INCORPORATE INTO 714E TOP EIGHT (8) N.TS. 2 INCHES OF SOIL AT THE RATE RECOMMENDED BY THE MANUFACTURER FOR NEW PLANT BEDS. 1-800- 432 -a%%0 OF DRAWING FILE NO. I MARK TOP . C IN CUT OUT - ATIOIV t3.32 13.40 ARC= 28.67' )CA. = 82 °0740" PLAT ICA. = 82 00970" SURVEY ° 'RADIUS = 20,00• 1742' SE R I :v 'Q I / I ru Q �. I Q I O Q'W O , o N O I -� '�O V 14� 34.8, f5 2O �. °g BANYAN ROAD /' VA E' Q� FOCAL NAIL & WAShER- PA VED 141.45 PA VED�— P A V E D D R / V E f6,�o r��• � c� �2. 2 ST #¢S RESIDENCE s� �% f6 O �i� ... 406' � C 0 Al c — P C C L j�6TC 0 C .1 I fZACST� i1bT L oCAT' 'v0 4075 84 OCR 1 46.8• SS;MK 0 vv O SEpp 7;4w 4 07- 4 B4 OCA- 1 -PAD OW W� Q� as _"SSE AZC'°ADS O I °Q 5' I5. I)o ' I .h2 Z3.4• I as 5� >� O5 I � � I � N' o III I I I � 5' 5'1 el,.m�— I� Ig ' c-GEND.- � = CENTERLINE CONC. = CONCRETE COV'D. = COVERED DEC ��L C.A. = CENTRAL ANGLE ®�n 01 Gulfs�rea I.R. = 518" IRON ROD WITH CAP #LB 353 SSM.H. = SANITARY SEWER MANHOLE N.D. = NAIL & DISK #LB 353 X CHAIN LINK FENCE = WOOD FENCE = OVERHEAD UTILITY LINES +4.27 = ELEVA TION BASED ON NA TIONAL GEODETIC VERTICAL DA TUM 1929. SOURCE. FLORIDA GEOLOGICAL BENCHMARK '8-35" FLOOD ZONE A5 (EL 7) DESCRIPTION.• L OT 4, BLOCK 1, PLA T NO. 1 POLO FIELDS, ACCORDING TO THE PLA T THEREOF, AS RECORDED IN PLA T BOOK 26, PAGE 13, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SU4"EY 0`° I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH. RY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CH,APTE.R 5J -17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES PAUL D. ENGL E r NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MA PER 115708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. O'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION IL B353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: PAUL D. ENGLE 955 N. W. 17TH A VENUE, SO TE K -1, DEL RA Y BEACH, FL ORIDA 33445 (561) 276 -4501 732 -3279 FAX 276 -2390 DATE OF SURVEY SEPT. 17, 2012 FIELD BOOK PAGE D B. 153 71 SCALE. 1" = 20' ORDER NO.: 12 -59db �% R E C E I V E D q D E C 2 8 2 0 1 2 T o w n o f G u l f s t r e a m , F L M O I r - - i L O v i 1 M I O C O ( O J Q o l o d I ( 0 1 I ` I M i " N M I L O T I L O I J N J ) L O L - I �� I O e r a p u e a l 0 L O d M ' T - �� O O M M M I N I r I O M C O t 0 m - - l L O I O t 0 1 O O I E o / I o ) o ` a 3 i Y l I I J 0 M I r I r - O O N O TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITr 111 CHRIS 0. WHEELER MURIEL J. ANDERSON STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) AGENT AFFIDAVIT C RECEIVED �g DEC 2 8 2012 'Town of Gulfstream, R Telephone (561) 276 -5116 Fax (561) 737 -0168 Town Manager WILLIAM H. THRASHER Town Cleric RITA L. TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) _, WHO BEING DULY SWORN, DEPOSES AND SAYS: THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: L c I ft'�I loo. 1 Z�-- ow , F1q�L"-- I Z=- 4u-) AGENT'S(S) NAME: ��Or� ��cC-k��— COMPANY OR FIRM NAME: AGENT'S ADDRESS: AGENT'S PHONE: �;(K I ' Z ? Z • 7 -�t? I FURTHER AFFIANT SAYETH NOT. (Owner Signature) / I SWORN AND SUBSCRIBED BEFORE ME THIS 6 / DAY OF O_IZ-,� MY COMMISSION EXPIRES: D 11 % /o- Qke) 100 SEA ROAD, GULF STREAM, (NOTAR UBLIC) v •SMv P CINDY E. TOWNSON :�• �: *: *; MY OOMMISSION # EE 189998 EXPIRES: August 17, 2016 pdd ` Bonded 7hru Notary public Unde FLORIDA 33483 rwriters TOWN OF GULF STREAM PALM REACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITT III CHRIS D. WHEELER MURIEL J. ANDERSON STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM U' ® RECEIVE),, DEC 2 8 2012 Town of Gulfsfream, FL Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED A,/WV , WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1) within 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *street and waterways are excluded from this distance THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS: LO) 12 �L ►p(,C� FI &(.�S FURTHER AFFIANT SAYETH NOT: (SIGNATURE) SWORN AND SUBSCRIBED BEFORE ME THIS � 7 DAY OFOYOZ &El , 20 (NOT PUBLIC) MY COMMISSION EXPIRES: • CINDY E. TOMLINSON MY OOMMIS810N # EE 189998 EXPIRES: August 17, 2016 d °J'F•,pd F„g` Bonded Thru Not Public unde,mfters Deputy /forms /const/10 /15/08 100 SEA ROAD, GULF STREAM, FLORIDA 33483 .a Instrument Prepared by and Record and Return to: Louis J. Carbone, Esq. Law Offices of Louis J. Carbone, P.A. 90 SE 4 °i Avenue Suite 1 Delray Beach, Florida 33483 IIIII�I�III ►' "�glillllll�u��l��lll�l C:FN 20120'373411 CIR BX 25470 PG 163-I RECORDED 09/20/2012 13:25:45 Palm Beach County, Florida AHT 1, 485, 000.00 Doc Stamp 10,395.00 Sharon R. Bock,CLERK A COMPTROLLER Pgs 1633 - 1634; (2pgs) ► RECEIVED i DEC 2 8 2012 WARRANTY DEED Town of s ream, FL (STATUTORY FORM — SECTION 689.02 F.S.) THIS INDENTURE is made this Zday of September, 2012, by and between G. KIRK BENNETT, JR. and GEORGE O. BENNETT, SUCCESSOR TRUSTEES OF TRUST B UNDER THE GAIL KIRK BENNETT TRUST DATED SEPTEMBER 14, 1995, Grantor, whose address is c/o G. Kirk Bennett, Jr., 30 East Adams Street Chicago, IL. 60603 and ROSS JONES and KATHERINE CODY JONES, Husband and Wife, whose address is 450 Banyan Road Gulf Stream, Florida 33483, herein called Grantee *, * "Grantor" and "Grantee" are used for singular or plural as context requires. WITNESSETH, that said Grantor, for and in consideration of the sum of Ten and No /100 ($10.00) and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the Grantee and Grantee's heirs and assigns forever, the following- described land situate, lying and being in PALM BEACH County, Florida: Lot 4, Block 1, Plat No. 1 POLO FIELDS, according to the Plat thereof as recorded in Plat Book 26, Page 13, Public Records of Palm Beach County, Florida. Property Appraiser's Parcel Identification Number: 204346- 03 -03- 001 -0040 SUBJECT TO: covenants, conditions and restrictions, easements, prohibitions of record, if any and zoning or other requirements imposed by governmental authority; restrictions and matters appearing on the plat or otherwise common to the subdivision; public utility easements of record; and real estate taxes and assessments for the year 2012 and all subsequent years. AND said Grantors do hereby fully warrant the title to the land, and will defend the same against the lawful claims of all persons whomsoever. AND FURTHER, Grantors certify that the above referenced property is not the Homestead Property of the Grantors, C' C Signed sealed and delivered in our presence: r Witness #1 Signature ?��'g '�&t,) i -- L L A Print Name of Witness #1 Witness #2 Sig (a re Print Name of Witness #2 L�ft4,, Witness #1 Signature -f � ZT ETA ALA Print Name of Witness #1 Witness #2 Sign tune J. Print Name of Witness #2 STATE OF ILLINOIS COUNTY OF CSZ54Z) ) ss. GRANTOR: 7 G. KIRK BENNETT, JR., SUCCESSOR TRUSTEE OF TRUST B UNDER THE GAIL KIRK TRUST DATED SEPTEMBER 14, 1995. GEORGE OKBENNETT, SUCCESSOR TRUSTEE OF TRUST B UNDER THE GAIL KIRK BENNETT TRUST DATED SEPTEMBER 14, 1995. -th This instrument was acknowledged before me this day of September, 2012 by G. KIRK BENNETT, JR. AND GEORGE O. BENNETT, SUCCESSOR TRUSTEES OF TRUST B UNDER THE GAIL KIRK BENNETT TRUST DATED SEPTEMBER 14, 1995 who are personally known to me or who have produced l.I c as identification. (e.g. Valid Driver's License, Passport, Official Photo ID, etc.) a=MSEAL NOTARY P C Printed Name: 4 My Commission Expires: -Q 1- I QC Page 1 of 4 0.38 Sales instr DT MTG 12/20/2012 Property Appraiser GIS - Property Detail list by parcel control number Price $ 1,600,000.00 Buffer: Taxbl $ 1,279,723.00 Date 10/19/2000 TaxDist 20984 20434603030010040 Acres 0.41 Sales instr WD MTG PLAT NO 1 POLO FIELDS LT 4 BLK 1 JONES ROSS & Value $ 1,001,415.00 Price $ 1,485,000.00 PUSE SINGLE FAMILY 450 BANYAN RD Taxbl $ 1,001,415.00 Date 9/17/2012 TaxDist 20984 PUSE SINGLE FAMILY Bldg $ 188,842.00 Book 25470 TaxDist 20984 DELRAY BEACH FL 33483 7402 Land $ 812,573.00 Page 1633 NAV Buffer: 200 20434603020000080 WALTON JAMES M & 520 BANYAN RD GULFSTREAM FL 33483 7404 MCCOOL JOSEPH J 3424 POLO DR DELRAY BEACH FL 33483 7342 '34603020000100 LcSLIE JOAN W 3400 POLO DR DELRAY BEACH FL 33483 7342 20434603030010010 WHITSELL JANICE S 3420 GULFSTREAM RD DELRAY BEACH FL 33483 7318 Acres 0.38 Sales instr DT MTG Value $ 1,410,980.00 Price $ 1,600,000.00 PUSE SINGLE FAMILY Taxbl $ 1,279,723.00 Date 10/19/2000 TaxDist 20984 Bldg $ 222,386.00 Book 12093 Land $ 1,188,594.00 Page 558 NAV Acres 0.42 Sales instr MTG Value $ 987,066.00 Price $ PUSE SINGLE FAMILY Taxbl $ 684,443.00 Date TaxDist 20984 Bldg $ 174,493.00 Book Land $ 812,573.00 Page NAV Acres 0.57 Sales instr WD MTG Value $ 2,668,582.00 Price $1,200,000.00 PUSE SINGLE FAMILY Taxbl $ 1,384,882.00 Date 2/1/1993 1 TaxDist 20984 Bldg $ 394,750.00 Book 07610 Land $ 2,273,832.00 Page 1845 NAV Acres 0.36 Sales instr LE MTG Value $ 1,001,216.00 Price $10.00 PUSE SINGLE FAMILY Taxbl $ 638,909.00 Date 10/3/2006 TaxDist 20984 Bldg $ 188,643.00 Book 21092 Land $ 812,573.00 Page 1375 NAV PLAT OF POLO COVE LT 8 PLAT OF POLO COVE PLAT OF POLO COVE PL 1 POLO FIELDS LT 9 LT 10 & N 50 FT OF LT 11 LTIBLKI � RECEIVES � pEC � � 2012 `own of Gui Deam, F�- Page 2 of 4 Property Appraiser GIS - Property Detail list by parcel control number 20434603030010020 KRATZET CAROLYN E TRUST & 3450 GULFSTREAM RD DELRAY BEACH FL 33483 7318 Acres 0.37 Sales instr WD MTG Value $ 997,050.00 Price $10.00 PUSE SINGLE FAMILY Taxbl$ 997,050.00 Date 1/8/2003 1 TaxDist 20984 Bldg $ 184,477.00 Book 23029 Acres Land $ 812,573.00 Page 1464 NAV 20434603030010030 Acres 0.51 Sales instr WD MTG THWEIN JAMES B & Value $ 1,640,724.00 Price $1,100,000.00 PUSE SINGLE FAMILY .130 BANYAN RD Taxbl $ 1,640,724.00 Date 9/20/2001 TaxDist 20984 Acres Bldg $ 803,527.00 Book 13051 973,691.00 GULFSTREAM FL 33483 7429 Land $ 837,197.00 Page 1538 NAV 20434603030010050 Acres 0.36 Sales instr WD MTG DOONEY H PETER Value $ 891,667.00 Price $ 271,600.00 PUSE SINGLE FAMILY PO BOX 841 Taxbl $ 891,667.00 Date 6/6/1988 1 TaxDist 20984 Bldg $ 79,094.00 Book 05726 NORWALK CT 06856 0841 Land $ 812,573.00 Page 0216 NAV 20434603030010060 Acres 0.45 Sales instr WD MTG BROPHY THEODORE F & Value $ 997,528.00 Price $1,725,000.00 PUSE SINGLE FAMILY 3,125 POLO DR Taxbl $ 943,549.00 Date 8/25/2004 TaxDist 20984 Bldg $ 160,331.00 Book 17443 i3LJLFSTREAM FL 33483 7341 Land $ 837,197.00 Page 1541 NAV 20434603030020010 SORVAS TIMOTHY E 333 BANYAN RD GULFSTREAM FL 33483 7430 20434603030020020 LYONS PETER A & 419 WOLFE ST ALEXANDRIA VA 22314 3727 Acres 0.40 Sales instr WD Value $ 919,220.00 Price $ 425,000.00 Taxbl$ 867,773.00 Ddte 2/12/1998 Bldg $ 106,647.00 Book 10241 Land $ 812,573.00 Page 1099 Acres 0.36 Sales instr WD Value $ 973,691.00 Price $10.00 Taxbl $ 973,691.00 Date 10/20/2010 Bldg $ 161,118.00 Book 24166 Land $ 812,573.00 Page 1321 MTG PUSE SINGLE FAMILY TaxDist 2098 -} NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV PL 1 POLO FIELDS PL 1 POLO FIELDS 12/20/2012 LT2 BLK 1 LT 3 BLK 1 PLAT NO 1 POLO FIELDS LT 5 BLK 1 PLAT NO 1 POLO FIELDS LT 6 BLK 1 PL 1 POLO FIELDS LT 1 BLK 2 PLAT NO 1 POLO FIELDS LOT 2 BLK 2 `RECEIVED,q DEC 28 201j Town of Gulfstream, FL Paqe 3 of 4 Lrty ope Appraiser GIS - Property Detail list by parcel control number 20434603030020070 Acres 0.36 Sales instr WD MTG LYNCH MARY S Value $ 1,060,447.00 Price $ 1,810,000.00 PUSE SINGLE FAMILY 3541 POLO DR Taxbl $ 1,010,447.00 Date 8/1/2008 1 TaxDist 20984 Bldg $ 247,874.00 Book 22804 GULF STREAM FL 33483 7423 Land $ 812,573.00 Page 222 NAV 20434603030020080 Acres 0.46 Sales instr WD MTG RRILL BARRANT V & Value $ 962,965.00 Price $ 700,000.00 PUSE SINGLE FAMILY 3525 POLO DR Taxbl $ 479,431.00 Date 2/1/1996 1 TaxDist 20984 Bldg $ 125,768.00 Book 09149 DELRAY BEACH FL 33483 7423 Land $ 837,197.00 Page 0147 NAV 20434603030030050 Acres 0.75 Sales instr WD MTG WISTER CROMPTON INVSTMNTS LLC Value $ 2,417,522.00 Price $ 4,800,000.00 PUSE SINGLE FAMILY 222 LAKEVIEW AVE # 1600 Taxbl $ 2,417,522.00 Date 12/5/2009 TaxDist 20984 Bldg $ 1,022,216.00 Book 23655 WEST PALM BEACH FL 33401 6150 Land $ 1,395,306.00 Page 1329 NAV 20434603030030060 Acres 0.45 Sales instr WD MTG STOKES LYNDA S Value $ 1,631,505.00 Price $ 10.00 PUSE SINGLE FAMILY 3550 POLO DR Taxbl $ 858,914.00 Date 2/24/2004 TaxDist 20984 Bldg $ 184,521.00 Book 17941 I,ULFSTREAM FL 33483 7424 Land $ 1,446,984.00 Page 1838 NAV 20434603060000520 Acres 0.38 Sales instr WD MTG YOUNG GREGORY E & Value $ 1,691,422.00 Price $ 2,280,000.00 PUSE SINGLE FAMILY 3433 GULF STREAM RD Taxbl $ 1,629,591.00 Date 9/24/2004 TdxDist 20984 Bldg $ 952,719.00 Book 17575 GULFSTREAM FL 33483 7317 Land $ 738,703.00 Page 294 NAV 20434603070000441 Acres 0.42 Sales instr WD MTG MAZZEO VINCENT P JR & Value $ 986,431.00 Price $ 970,000.00 PUSE SINGLE FAMILY 3435 GULFSTREAM RD Taxbl $ 936,431.00 Date 12/28/2001 TaxDist 20984 Bldg $ 247,728.00 Book 13260 GULFSTREAM FL 33483 7317 Land $ 738,703.00 Page 600 NAV 12/20/2012 PL 1 POLO FIELDS LT 7 BLK 2 PL 1 POLO FIELDS LT 8 BLK 2 PLAT NO 1 POLO FIELDS LT 5 BLK 3 PLAT NO 1 POLO FIELDS LT 6 BLK 3 GULFSTREAM PROP NO 2 LT 52 & GULFSTREAM PROP NO 2 REPL PB20P21 LT 51A REPL OF GULF STREAM PROP NO 2 N 50 FT OF LT 44, LT 47 & S 23 FT OF LT 48 0,- RECEIVED DEC 2 8 2012 Town of Gulfstream, FL Paqe 4 of 4 12/20/2012 Property Appraiser GIS - Property Detail list by parcel control number I 20434603070000481 Acres 0.22 Sales instr WD DEAN S TURNER & Value $ 922,009.00 Price $ 353,500.00 3430 OLEANDER WAY Taxbl $ 793,252.00 Date 10/1/1991 Bldg $ 503,411.00 Book 06997 DELRAY BEACH FL 33483 7329 Land $ 418,598.00 Page 1825 MTG PUSE SINGLE FAMILY TaxDist 20984 NAV REPL OF GULF STREAM PROP NO 2 N 74.94 FT OF LT 48 Page 1 of 1 Property Appraiser GIS - PCN listing Buffer: S 20434603030010040 Buffer:200 20434603020000080 20434603020000090 20434603020000100 20434603030010010 20434603030010020 20434603030010030 20- 134603030010050 20434603030010060 20434603030020010 20434603030020020 20434603030020070 20434603030020080 20434603030030050 20434603030030060 20434603060000520 20434603070000441 20434603070000481 12/20/2012 11�' RECEIVED ,, DEC 2 8 2012 TOwn of Gulfsfream, FL 561- 737 -0188 Line r 02:24:01,p.m. 12 -31 -2012 TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area I -7 Effective Lot Area FAR Calculations EXISTING DEMO NEW NET 1St Floor Living Al L 3,25q 13 O 1 —ll 0(0 ,;2- Ceilings over 15' (double) NIA lJ JA N 1A N A 2 "d Floor Living /1 g Lf �( O 1St Floor Covered (porches, overhangs > 2 %') O O 530 S 3 O 2nd Floor Covered C I A- ' A I'J 1 N I A Awnings > 3' and screen enclosure (at 50%) N' p� N pF N I >� Garage 5 I O O 51 Gross Floor Area Out Buildings I A I r I Total Floor Area Proposed 5, loco First 20,000 X.33 5 9 4 8.9 Over 20,000 X.20 N A Total Allowable FAR Per Manual Total Hardscape Area .VNC-! -V1> CS Poo L— y ' S 5 J Required Landscape Area (lot size x 40 %) % 1 O • g Actual % Landscape Open Space Area 5 t • 3'010 Deputy /Constitems /Sitedata /11/01 ► RECEIVE®®' JAN 0 4 2013 Town of Gulfstream, FL TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area ►o,Oz1 Effective Lot Area FAR Calculations EXISTING DEMO NEW NET 151 Floor Living ,f� /� GI's 101 Ceilings over 15' (double) 2nd Floor Living 1" Floor Covered (porches, overhangs > 2 %') � 30 2nd Floor Covered A /110/� Awnings > 3' and screen enclosure (at 50%) ► N/A N /.� p`j A Garage N /�t Gross Floor Area Out Buildings Total Floor Area Proposed �'E C�Zz First 20,000 X .33 � `� • Over 20,000 X .20 N 4 Total Allowable FAR Per Manual �� `� �i'O Total Hardscape Area trys . n/ Required Landscape Area 71Z (lot size x 40 %) SA) Actual % Landscape Open I ! b Space Area ► RECEIVED t Deputy /Constitems /Sitedata /11/01 DEC 2 8 2012 Town of Gulfstream, FL r� Date /Time 02 -16 -2013 02:29:02 p,m Local ID 1 561 - 737 -0188 Transmission Report Transmit Header Text Local Name 1 This document: Confirmed (reduced sample and details below) Document size: 8.5 "x11 " TOWN OF GULF PALM BEACH COUN- S�tntw COMN ISIONERS WRLIAM F. KOCK JR M.", JOAN K.ORTHWEK Yin Mayur FRED G DEM M W. GARRETT DENNO NURIEL J. ANDERSON February 16, 2013 Mr. 6 Mrs. Ross Jones 5 Driftwood Landing Gulf Stream, FL 33483 Dear Mr. & Mrs. Jones: town of gulf stream Post -le Fax Note 7671 CoJDry% Oo. ?norxf r Phony ✓t � 7& ^ .. •� )2 -37. Fax# T.Wph- (5911276'3118 Fax (591) 717-0199 T— Managm WILLIAM R. THRASHER Town Clark RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on February 8,.2013, your application for a Demolition Permit to completely remove the existing second story of the existing structure and a Level 3 Architectural /Site Plan Review to permit the addition of a bedroom wing and covered loggia on the south east corner and an addition to existing bedroom on the south west corner, along with a new entry feature, a total of 1,431 square feet, to the existing Bermuda style single family dwelling, and new landscaping and driveway at 450 Banyan Road was considered. The application was approved as recommended with the condition that prior to permitting, applicant's agent shall demonstrate and verify that the proposed additions and improvements do not exceed 50% of the. market value of the structure before the "start of construction This approval.shall expire on February 8, 2014 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours, Rita L. Taylor Town Cleric cc: George Brewer 100 SEA ROAD, GULF STREAW, FLORIDA 33483 Total Pages Scanned : 1 Total Pages Confirmed : 1 No. Job I Remote Station Start Time I Duration Pages Llne Mode I Job Type Results 001 1652 12723722 02:27:51 p.m. 02-16-2013 00:00:32 1/1 11 JEC IHS ICP14400 Abbreviations: HS: Host send PL: Polled local MP: Mailbox print CP: Completed TS: Terminated by system HR: Host receive PR: Polled remote RP: Report FA: Fall G3: Group 3 WS: Wafting send MS: Mailbox save FF: Fax Forward TU: Terminated by user EC: Error Correct NUMBER OF COPIES REQUIRED APPLICATION MATERIAL 1. Completed Development Application Town of Gulf Stream e' Address: (i 2: Fee of + (, + oi_ PART 1. APPLICATION REQUIREMENTS Oil- ReCEIVED -4 To be completed by Town Staff during pre - application conference. DEC 2 8 2012 A. Review and Approval Processes Town of Gulfstream, 4. Site Plan (2 full size, 15 reduced to 11 x 17 ") FL ❑ 1. N. Ocean Overlay Permit 9. Sign Review E) 2. Land Clearing Permit X10. Site Plan Review, Level III ❑ 3. Annexation Review ❑ 11. Site Plan Revision ❑ 4. Comprehensive Plan Text Amendment Review 12. Special Exception Review ❑ 5. Demolition Permit ❑ 13. Subdivision Review ❑ 6. Future Land Use Map Change Review ❑ 14. Variance Review ❑ 7. Administrative Appeal ❑ 15. Rezoning Review ❑ 8. Zoning code Text Amendment Review ❑ 16. (Other) B. Application Materials 12. DOT Driveway Permit (if on A1A, for any alterations to drive) NUMBER OF COPIES REQUIRED APPLICATION MATERIAL 1. Completed Development Application 2: Fee of + (, + oi_ (17) 3. General Location Map (on site Plan) 17 4. Site Plan (2 full size, 15 reduced to 11 x 17 ") 17 5. Building Elevations (2 full size, 15 reduced') 17 6. Floor Plans (2 full size, 15 reduced`) - C7) 7. Roof Plans (2 full size, 15 reduced') 1 8. Perspective and /or Color rendering (Recommended for meeting) ri 9. Drainage Plan (if altered) 17 10. Landscape Plan (2 full size, 15 reduced`) 11. Septic Tank Permit 12. DOT Driveway Permit (if on A1A, for any alterations to drive) 13. DOT Landscape Permit (A1A) 17 14. Survey (11" x 17 ") 15. Subdivision Plat 16. Concurrency Documents 1 17. Proof of Ownership (warranty deed) 18. Agent Affidavit 1 19. List of Adjacent Proper wners Env pes 20. Property owners withi 25' 00' (stamped addressed envelopes, eturn address) 1 21. Property Owners Affidavit Set 22. Photos of Existing Horne (if applicable) 1 Construction Traffic Mar ag ment Plan _ l 2 'NOT . here multiple copies of a drawing are required, two copies shall be an original full size (24" x 36 ") drawing which is signed and sealed. All other copies shall be reduced to 11" x 17 ". Please refer to the instruction for more detailed information. Application for Development Approval, Form ADA.32000 Page 1 Novem r ,001 (I / %, '�jl o o,n \l L.( V (",I EO IN 1 1 ARCHITECTURE 85 S.E. 4TH AVENUE DELRAY BEACH, FL 33483 PHONE: 561.272.7301 FAX: 361.272.3722 LICENSE NO. AR0013954 BREWERARCHITIE TURE.COM March 22, 2013 William Thrasher Town Manager Town of Gulf Stream 100 Sea Road Gulf Stream, FL 33483 RE: Jones Residence, 450 Banyan Road Dear Bill: We would like to request a modification to an already reviewed project the reason for this request is as follows- 1 . The existing finish floor elevation needs to be raised to 7order to meet the minimum flood plan elevation. (currently it is 6.32') This will eliminate a non - conforming condition. 2. Raising the floor would require also raising the tie -beam otherwise ceiling heights would be at 7' -6" or less, we are requesting raising the tie -beam to by 16" in order to have acceptable ceiling height and 8' high exterior doors which are standard door heights in today's housing market. 3. Raising the tie -beam would also require replacing all the hand framed rafters with pre - engineered trusses which would be a significant structural improvement, as currently we've discovered that the existing rafters are very sub - standard, some are termite damaged and none meet current building codes to withstand high wind loads. In addition Home Owners insurance for the current structure would be very difficult and costly to obtain without significant changes and modifications to the current rafters. (New trusses would be a cost savings, time savings and a substantial improvement to the existing structure). 4. There are no others changes being requested including footprint. Respectfully submitted: George Brewer Project architect AR0013954, LEED AP NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDAY, JANUARY 24, 2013 AT 8:30 A.M. and the Town Commission will hold a Public Hearing on FRIDAY, FEBRUARY 8, 2013 AT 9:00 A.M. both in the Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An application submitted by George Brewer as agent for Ross and Katherine Jones, owners of property located at 450 Banyan Road, Gulf Stream, Florida, legally described as Lot 4, Blk. 1, Plat No. 1 Polo Fields Subdivision, Gulf Stream, Florida, for the following: DEMOLITION PERMIT to completely remove the existing second story of existing structure. LEVEL 3 ARCHITECTURAL /SITE PLAN REVIEW to permit the addition of a bedroom wing and covered loggia on the south east corner and an addition to existing bedroom on the south west corner, along with a new entry feature, a total of 1,431 square feet, to the existing Bermuda style single family dwelling and new landscaping and driveway. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non - holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the times and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: January 7, 2013 TOWN OF GULF STREAM, FLORIDA Rita L. Taylor, Town Clerk