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APP 004~15 (Large Plan In File)
TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Report Prepared by Urban Design Studio (UDS) 1 .21.05 Updated 02.04.05 Application #: 004 -15 Owner: Michael & Sandra Maier Address: 2554 Avenue Au Soleil Agent: John G. Baccari, Architect Proposed Improvement: One -story additions consisting of 1,166 sf to an existing Gulf Stream Bermuda style dwelling. Recommendations: 01.21.05 1. Based on the information received and reviewed, the additions conform to the pool and are more in keeping with the extension of the existing structure. 2. UDS still recommends that the applicant add louvered shutters for all windows on "outer" elevations to coincide with existing shutters. Shutters are not necessary on "inner" pool side elevations. 3. Landscape should be installed in a manner that will help transition the existing building with the new additions as visible from the street and adjacent properties. Additional Recommendations: 02.4.05 To determine if the plans represent a "logical extension" of the existing structure. After detailed review of the existing house, site context, and proposed additions "A," `B," and "C," Urban Design Studio offers the following independent evaluation. Although the proposed plans do not represent preferred or ideal additions, they do represent a logical approach to extending the building within its context. Points of consideration as a "logical addition ": 1. There would be minimal impact as visible from the street. 2. The existing floor plan is not symmetric and would not be compromised by the proposed additions. 3. The proposed east and west elevation jogs offer abetter alternative than the entire side elevations being flush. GACOMMONUobs \Gulf Stream Town of Architecture Review\ Maier \PlanningReportMaier.012105.wpd LCC35 G C TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Report Prepared by Urban Design Studio (UDS) 1 .21.05 Updated 02.04.05 4. The roof plans are designed in a way that allow the eave lines to be at the same height, as well as the roof pitches to be the same. This helps to simplify the overall roof. Trying to change some of the existing and proposed ridge lines could complicate the roof and present incongruent elements. UDS felt that keeping the eave heights and roof pitch constant was more important than trying to reduce the number of ridge heights. (See Exhibit 1). 5. Given the existing floor plan and site constraints (septic tank, limited side expansion possibilities on existing walls /rooms), the proposed additions keep within the setbacks and do not create a negative impact on the neighbors or view from the street. It is important to focus on the impact of the elevations and not so much on the actual plan. The Design Manual encourages jobs to break up long, flat elevations. Often we may see the jogs in the front, especially in Gulf Stream Bermuda styles to help transition a one -story into a two -story structure. (See Exhibit I1B). In the applicant's case, it does not make sense to add to the front because it is very limited on usable space. The existing structure does not exhibit strong symmetry and the additions located in the back would not adversely impact the existing architectural style. Conclusion With the removal of the angled wall and given all the context of the site, the existing structure, and the characteristics of the Place Au Soleil neighborhood, UDS finds the proposed additions to represent a "logical extension," provided all building materials, colors, and techniques match the existing house and are characteristic of the Gulf Stream Bermuda style. In addition, UDS still recommends: 1. That the applicant add louvered shutters for all windows on "outer" elevations to coincide with existing shutters. Shutters are not necessary on "inner" pool side elevations. 2. That landscape should be installed in a manner that will help transition the existing building with the new additions as visible from the street and adjacent properties. GACOMMONVobs \Gulf stream Town oAArchitecture Review\ Maier \PlanningReportMaier.012105.wpd LCC35 C C TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Report Prepared by Urban Design Studio (UDS) 1 .21.05 Updated 02.04.05 Should the applicant still require a variance or special exception, UDS agrees with staff recommendations as follows: 1. The determination to recommend approval of this variance is to be based upon whether all eight (8) standards, as defined in Section 66 -154 of the Code, have been met. UDS does not feel applicant meets standards 1 -5 for a variance. 2. The determination to recommend approval of the Special Exception is based on the review of the variance request. Because the variance is not justified, the special exception can not be granted. 3. The determination to recommend approval of Level III Architectural/Site Plan is based on the review of the variance request. Without the variance, the Level III application is not recommended. GACOMMONVobs \Gulf Stream Town of\Architecture Review\ Maier \PlanningReportMaier.012105.wpd LCC35 AS REVI U _ CL nn ( i W 61 w:r:rG'Ut}i ELEVATi Gtv— C3 — a Cl) ARE EIVE tn r FL _ t! Lu _._.� E i WEST ELEVATIO N _�' ^4 cn 4. V02f AS T. 1 . , x Ks� Ir 1% r _ Easr EtEvATIGr•� _____ — � — - . - -- -�— = iry.. — .._.._. —..._ rte MOw ___�_.._." "'_.'__....• —•—�.� _ u 1 tl f :III !—t i�Tr— i m 1� 1 i:.. ��p n E Y , t 4 i D 4 T a TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Report Prepared by Urban Design Studio (UDS) 1 .21.05 Updated 02.04.05 Application #: 004 -15 Owner: Michael & Sandra Maier Address: 2554 Avenue Au Soleil Agent: John G. Baccari, Architect Proposed Improvement: One -story additions consisting of 1,166 sf to an existing Gulf Stream Bermuda style dwelling. Recommendations: 01.21.05 1. Based on the information received and reviewed, the additions conform to the pool and are more in keeping with the extension of the existing structure. 2. UDS still recommends that the applicant add louvered shutters for all windows on "outer" elevations to coincide with existing shutters. Shutters are not necessary on "inner" pool side elevations. 3. Landscape should be installed in a manner that will help transition the existing building with the new additions as visible from the street and adjacent properties. Additional Recommendations: 02.4.05 To determine if the plans represent a "logical extension" of the existing structure. After detailed review of the existing house, site context, and proposed additions "A," "B," and "C," Urban Design Studio offers the following independent evaluation. Although the proposed plans do not represent preferred or ideal additions, they do represent a logical approach to extending the building within its context. Points of consideration as a• "logical addition ": 1. There would be minimal impact as visible from the street. 2. The existing floor plan is not symmetric and would not be compromised by the proposed additions. 3. The proposed east and west elevation jogs offer abetter alternative than the entire side elevations being flush. GACOMMON\Jobs \Gulf Stream Town of Architecture Review\ Ntaier \PlanningReportMaier.012105.wpd LCC35 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Report Prepared by Urban Design Studio (UDS) 1 .21.05 Updated 02.04.05 4. The roof plans are designed in a way that allow the eave lines to be at the same height, as well as the roof pitches to be the same. This helps to simplify the overall roof. Trying to change some of the existing and proposed ridge lines could complicate the roof and present incongruent elements. UDS felt that keeping the eave heights and roof pitch constant was more important than trying to reduce the number of ridge heights. (See Exhibit I). Given the existing floor plan and site constraints (septic tank, limited side expansion possibilities on existing walls /rooms), the proposed additions keep within the setbacks and do not create a negative impact on the neighbors or view from the street. It is important to focus on the impact of the elevations and not so much on the actual plan. The Design Manual encourages jobs to break up long, flat elevations. Often we may see the jogs in the front, especially in Gulf Stream Bermuda styles to help transition a one -story into a two -story structure. (See Exhibit IIB). In the applicant's case, it does not make sense to add to the front because it is very limited on usable space. The existing structure does not exhibit strong symmetry and the additions located in the back would not adversely impact the existing architectural style. Conclusion With the removal of the angled wall and given all the context of the site, the existing structure, and the characteristics of the Place Au Soleil neighborhood, UDS finds the proposed additions to represent a "logical extension," provided all building materials, colors, and techniques match the existing house and are characteristic of the Gulf Stream Bermuda style. In addition, UDS still recommends: 1. That the applicant add louvered shutters for all windows on "outer" elevations to coincide with existing shutters. Shutters are not necessary on "inner" pool side elevations. 2. That landscape should be installed in a manner that will help transition the existing building with the new additions as visible from the street and adjacent properties. GACOMMONUobs \Gulf Stream Town oRArchitecture Review\ Maier \PlanningReportMaier.012105.wpd LCC35 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Report Prepared by Urban Design Studio (UDS) 1 .21.05 Updated 02.04.05 Should the applicant still require a variance or special exception, UDS agrees with staff recommendations as follows: The determination to recommend approval of this variance is to be based upon whether all eight (8) standards, as defined in Section 66 -154 of the Code, have been met. UDS does not feel applicant meets standards 1 -5 for a variance. 2. The determination to recommend approval of the Special Exception is based on the review of the variance request. Because the variance is not justified, the special exception can not be granted. The determination to recommend approval of Level III Architectural /Site Plan is based on the review of the variance request. 6Vithout the variance, the Level 111 application is not recommended. GACOMMONVobs \Gulf Stream Town of Architecture Review\ Maier \PlanningReportMaier.012105.wpd LCC35 P IL 0 t~ c iV) t7 h U) in 77— AS REV, -1, it � ' .. —. .. E T is u. L N tR��1 0 3 a L,,, Pj 0 In 0 a n u LL ��.,� - �' 77MT :J saw ;i —r _.�1 �,_ - - -- _ __11 �1L! EL�v>lTiCt: i A) LQ ..... . . .... - O � F : J L,-4 r i ,_-,W I Pf T TU_ AS kEVL.SED M a ie r - --------- Residence C3 I! 0 IT Ji'.r R e n c e XITALr ul Lil -7 J4 P. VI T ♦ < srxr. IM 14?�:_ LL f I IV - - - - -- - - - - - 1-7 RM PLA?4/ "OOF PLAN 10 ty Town of Gulf Stream TOWN OF GULF STREAM NOV 15 2W4 Town of Gulf Stream, FL APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment, and /or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information ARPB File # D O W' ► I.A.1. Project/Owner Name: MrRAa, �O _04U)PA M^IeJ:2, I.A.2. Project Address: s 4- MENOE AV I.A.3. Project Property Legal Description: L,,CT 4-+ R.AC E AV GOBI IL, Rl A-r Z7.) Pr46f=- 6q, PAL-H MACH 6A)Nt"'.) ft7jN12A I.A.4. Project Description (describe in detail, including # of stories, etc.) A'PD I Ne A QyE OTMY /IrMTtoN qNA M►NppS Ryon -np - MI5 p� -INC RESIN I.A.5. Square Footage of New Structure or Addition: I11(C42 '0-t". Architectural Style: I, 60LF *A MeNMUPA 1.A.6. Check all that apply: XArchitectural /Site Plan Review ❑ Land Clearing ❑ North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures ❑ Non - residential uses X Variance (complete section G) ❑ Special Exception (complete section E) 1.A.7. (a) Proposed F.F.E.: 0XIOTI-* I • ee I Type of Foundation: MlOrtvWH tG aA0 B. Owner Information I.B.1. Owner Address: W5* AVeNUM AU . 6L-FL_ . 1.B.2. Owner Phone Number:_ %I— 243:,(cAM 4 Fax: I.B.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Firm Name: (e� • f5ACCr4fN1 ^PC)H I Te;CT I.C.2. Agent Address: 112- N • E • � T AVENC955 I MLAAY I56ACH I FL. 3 M44 I.C.3. Agent Phone Number: (o) 5 [ . % 5. 005-9 cell 1.C.4. Agent Si Pre -App Date: App Date: Com Date: _ Decision: It Fax 56pi- 832•88h 6. Official Use Only ARPB Date: % —/ 6, 6 !- 2, � -Cj.�i— Recommendation: Ae I, TC Date: f o — 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? RAC;F,- RU 4X-161- I I I.A.2. Is the project compatible with the intent of the zoning district? X Yes ❑ No Explain. FP 1E 19 A 43,0 9111!D ` G VL4--5VnK&,W B�1uAA 07%,t�E v)(KI f7N6 ReR 14NPQT1Vt`E 11� IM A4C40OR7AKKC— III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? Yes ❑ No Explain. III.A.4. How are ingress and egress to the property to be provided? RV EXIrvT116 ViDe YAW PZAA OF Y III.A.5. How are the following utilities to be provided to the property? a. Stormwater Drainage F-X1QT N9 FkN-CFF _p AIAL,e b. Sanitary SewerNF c. Potable Water Gily d. Irrigation Water CITY 1,c4 e. Electricity f. Telephone,[_ C.�Ol1'Tif g. Gas h. Cable Television III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66 -144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre- application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals /Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right -of- way? ❑ Yes XNo (If "Yes ", section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? ❑ Yes ;KNo (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 ,�' to (If "Yes ", section D of this part must be completed.) IV-A-5. Does the project require approval of a Special Exception? )(Yes .-'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? AYes ❑ No (If "Yes ", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.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. How is the design consistent with the Al A Landscape Enhancement Project? IV.B.5. What mitigation is proposed so that the disturbance /addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District? C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? IV.C.2. When are the proposed structures to be constructed? IV.C.3. What is the landmark status of the structures to be demolished? D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be removed /relocated. 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 remaining and relocated vegetative materials to be protected and preserved during the land clearing and construction activities and thereafter? IV.D.5. What replacement materials are proposed? Application for Development Approval Form ADA.32000 Page 4 ui uuirStream E• Projects Requiring a Special Exception. IV.E.1. Is the proposed use a permitted special exception use? Wyss ❑ No Code IV.E.2. How is the use designed, located and proposed to be operated so that Section: 70 7� welfare, and morals will be protected? the public health, safety, `CONF9R 1 6: IV-E.3. Will the use cause substantial injury to file value of other property in the nei be located? ❑ Yes XNo ghborhoo d where it is to Explain. d n . A R IV-E-4. How will the use be compatible with character adjoining development and the ch is to be located? er of the District where it LAND ✓ET6A—'KF R IV.E.5. What landscaping and screening are provided? � T �lpE SG'RELj�j �D(7lC�y -eXt5q- IL& F[ H hGer ct"I � ►BEET Vlew, WES-r IV.E.6. Does the use conform with all applicable regulations governing the District wherein located? XYes El No it is to be Explain. TH'e 10 A �ZESIDmJG �s�L E ADDITi(ON W/� F. Non - Residential Projects and Residential Projects of Greater than 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained. IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding properties. IV.F.3. For each of the following, list the number provided and their dimensions. Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces; Driveways /Aisles: Application for Development Approval Form ADA.32000 Page 5 r: , w Town of Gulf Stream G. Projects Requiring a Variance (code Section 66 -150 through 157) IV.G.1. From what specific Zoning Code regulation is a variance requested? �15=07 ION 70 -107 t APPITMON PE51&NeD To IV.G.2. What does the Zoning Code require for this specific site? MAZt:!J+ I ►+E DESIGN ©F bCI9- rtKJry DEe1&N Ar DPMOt-I Pf4ALL Refger_ -.T[' L©r(CAL EX"1�Nc✓1G�1 (OF T( +E 5(VN ©F ADD('TION CONMRMS ID EX1S ?l/J6 l R E 10M-, f A45 CE -47101 MASS Dcs (e--5N IV.G.3. What is proposed? MA6TEfZ 5'R . wLW6 EAGT CA( )E Rac'R fmcw AMIT(Ol'l UEe�- IV.G.4. What is the total variance requested? IV.G.5. The following 8 mandatory variance findings from Section 66 -154, must be addressed: (Attach additional sheet if necessary.) (1) What specific 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? BV(t-PING 01DC— `(ARD gF_TZ2ACKS ARE G—XGEO�t1E LIMrT'1� TF fE LUa OF: iie R E:07 10 EK*e APP 4 G- XT6t-45 ION IN PLAQ (2) Did the special conditions and circumstances result from the actions of the applicant? Yes No (3) 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 (vim Explain: t -X1G 1t► 36 4r-70 I-IDi (5MFTot!�/) -ro REQ01tQ'Fj AR0H 173%GTC9 RAL_ e l `t1 (4) 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? 17- U)Out.D RKOI-ti IF THE:- APF LI OAS' Fr4<-M A ki AP(D ITION TIfA-t' WOUP FGF.t iT HIM � t V f1 TL H �<FAi,3DIlMe�; FAtM1L�/ (5) Is the Variance requese minimum variance that makes possible the reasonable use of the land, building or structure? Yes No Explain: `rHe .40QIT(Ol-�5 WILI. Gfl}C -rfE AFPLI KT UGi5 8F T1tE -RE �In�IVG E (6) Will granting the variance permit any prohibited use to be established or re- established: Yes No (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? S No (8) 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? es No Explain: TWS ADDITION !a ribT PETRIM,aUTAL "ID T66 tb}?5CC Application for Development Approval, Form ADA.32000 Page February 2002 Town of Gulf Stream H. Projects Requiring Rezoning IV.H.1. What is the Future Land Use designation of the project site? IV.H.2. If the project involves a rezoning, Zoning Code text change, Future Land Use Comprehensive Plan text change, or any combination thereof, please describe theaneed change, and justification for the request. and PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required to r additional relevant information regarding the project that was not covered elsewhere on this form or on an of the other materials submitted with the application. P Y ov�de any Application for Development Approval Form ADA.2000 revised 6/8/00 Page 7 Town of Gulf Stream Yy\,r-L Agie✓ Address: a S�q P, ft s, PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre- application conference. � M r hOv 13 ?004 A. Review and Approval Processes Town of Gulf Stream, FL ❑ 1. N. Ocean Overlay Permit ❑ 2. Land Clearing Permit ❑ 3. Annexation Review ❑ 4. Comprehensive Plan Text Amendment Review ❑ 5. Demolition Permit ❑ 6. Future Land Use Map Change Review ❑ 7. Administrative Appeal ❑ 8. Zoning code Text Amendment Review B. Application Materials 0 9. Sign Review 10. Site Plan Review, Level III 0 11. Site Plan Revision ,X, 12. Special Exception Review 0 13. Subdivision Review X14. Variance Review ❑ 15. Rezoning Review ❑ 16. (Other) NUMBER OF COPIES REQUIRED APPLICATION MATERIAL 1 1. Completed Development Application 2, Fee of 6�_40 + 2---10 + 3S_b �l ?-o 0 v? I 1 As- (1 7 3. General Location Map (on site Plan) e t S (17.2 4. Site Plan (2 full size, 15 reduced to 11x 17 *) 17 5. Building Elevations (2 full size, 15 reduced *) I S 6. Floor Plans (2 full size, 15 reduced *) 7. Roof Plans (2 full size, 15 reduced *) 8. Perspective and /or Color rendering (Recommended for meeting) 1 9. Drainage Plan (if altered) MIS GD10. Landscape Plan (2 full size, 15 reduced *) ( 5 11. Septic Tank Permit l 12. DOT Driveway Permit (if on Al A, for any alterations to drive) 13. DOT Landscape Permit (Al A) - 17 14. Survey (11" x 17 ") N 15. Subdivision Plat r` 16. Concurrency Documents 1 17. Proof of Ownership (warranty deed) ✓ 1 18. Agent Affidavit 19. List of Adjacent Property Owners nvelopes 20. Property owners within 25'/ 00 stamped addressed envelop re urn address) 1 21. Property Owners Affidavit 1 1A 3, 1 Se 22. Photos of Existing Home (if applicable) 1 23. Construction Traffic Management Plan 24. J�.,j 4 say r. -Nr rvu 1 c:: vvnere multiple copies or a arawing are requires, two copies snali lie an original tull 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 November 2001 ie f GENERAL NOTES: ` WRI N DIDNS ON THESE DRAWINGS SHALL HAVE PRECEDENCE MENS GYPSUM DRYWALL CONSTRUCTION OJ ER SCALE DMENSIONS. CONTRACTOR SHALL VERIFY AND BE DRAWINGS ARE DVCEANWTC. DO NOT SCALE FOR EXACT LOCATION OF AWINGS ARIND, RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATION FROM THE ALL WOK INDICATED ON THE DRAWINGS SHALL BE N ACCORDAN E WITH GYPSUM ASSOCIATION SPECIFICATIONS FOR THE APPLICATION AND FIXTURES. EQUIPMENT DC. DWENSIONS AND CONDITIONS SHOWN BY THE DRAWINGS. FINISHING OF GYPSUM WALLBOARD" AS APPROVED BY THE WATER PING TO BE IYFE "L" COPPER. SOIL WASTE AND VENT PIPING SHALL BE ANY CHANGES. REVISIONS. ALIERATIONS. MODIFICATIONS. DEVN7IONS, AMERICAN STANp4OS ASSOCIATION. LATEST EDITION. APPLICABLE PARTS HE ARE HEREBY MADE A PART OF 11N5 SPECIFICATION EXCEPT WHERE PVC SCHEDULE 40 . ETC. THAT ARE REQUIRED ON THESE PLANS SHALL BE REQUESTED N STRINGENT T REQUIREMENTS ARE CALLED FOR IN THIS SPECIFICATIONS. N ALL FIXTURES SHALL HAVE READILY ACCESSIBLE STOPS ON ALL SUPPLY LINES. WRITING BY THE CONTRACTOR DR OWNER AND MOOFlCANONS DC. NOT LOCH CODES OR BY THE MANUFACTURERS OF THE GYPSUM WALLBOARD, LOCAL MADE BY JOHN G BACCAB WILL RELEASE FROM ANY AND ALL CLAWS WHOSE REOLRELIFNTS SHALL BE FOLLOWED. NRNSH AND INSTALL APPROVED AN CHAMBERS AT EACH PLUMBING FCUURE. YHE AN CHOECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE GYPSUM WALLBOARD SHALL MEET AST11 -36, MTN RECESSED LORMTUDIIYK SHOWERS TO HAVE FLOW CONTROL DEVICES TO GIVE A MAXIMUM OF 3 CONTROL OR CHANCE OF CONSTRUCTION MEANS, MDIDCS, iECWNKKIES EDGES. THICKNESS SHALL FE AR CALLED FOAL ON THE DRAWINGS. PROVIDE 1 HR GALLONS PER MNUIE EACH. SEQUENCES OR PROCEDURES, OR FOR 111E SAFETY PRECAUTION AND FEE RESISTIVE LWSIRUCIDN AT THE CODING BETWEEN 111E 2ND FLOOR PROGRAMS N CONNECTION WITH THE WORK, AND HE WILL NOT BE AND THE GARAGE Hal GARREE AD ROOF TRUSSES AND GARAGE AND NR SHOWERS TO PAVE ANTI SCVLONG DEWCE RESPONSBLF FOR THE CON FAILURE TO CARRY OUT THE WORK N THEW CONDITIONED SPACE. I IE FIFE RATING: 2 LAYERS OF 5/8" TYPE X' FIFE CODE WATER LINES SHALL BE INSULATED WHEN PASSING THROUGH UN-MR- ACCORDANCE WITH THE CONTRACT DOCUMENTS' TALE ARCHITECT NOT ACCORDANCE THE ACTS AND SINGLE LAYER FACM SHE OF STUD PARTITION. ALL SEM94G WAll S CONDITIONED SPICE. IdD ARILS WITH "1" AUFLEX INSULATION. BE FESPONSX3IE FOR OR HAVE CONTROL OR CWAGE OVER OMISSIONS OF THE CONTRACTOR, SIIBCONIFMCTOR, OR ANY Of HER AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK SHALL BE I HR FRE RATED WITH 5/8" TYPE "X" FEE CODE EACH SIDE ALL NON - BEARING PARTITIONS SHALL BE META. SILOS 25 GAUGE 24' O.C. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS OR VALLEYS. AL CEKNCS TO HAVE SMOOTH FINISH PLUMBING FIXTURES AND TRIM SHALL BE SELECTED BY THE OWNER AND AL CODES HAVING TH WROIE'T. N SHALL OBSERVED STRICTLY N THE CONSRDCITY. OF THE PROTECT, INCLUDING ALL APPLICABLE STATE, SCREWS BE AS PER MANUFACTURES RECOMMENDATION, 13 /B" OR I7/2" INSTALLED BY THE PLUMBING CONTRACTOR. MECHANICAL, CRY, TONING ELECTRICAL, AE LIFE SAFETY EWlA LONG SCREW 9IA11 DE NSPECIED AND APPROVED BY THE ALL CLEAN OURS, SIZE AND LOCATION SHALL CONFORM TO AL APPLICABLE "'AL AND FIR Bin ALL CODE RE NRE AND AND FIRE WOES. CONTRACTOR SHALL VEMTI A11 CODE FEOICTS DOPOA110N LOLL BMONC DEPARTYEN7. CODES AS NDSFY THE ARCHITECT IMMEDIATELY N WRITING OF ANT CONFLICTS AS iHLY ALL 13AINROOMS ARE TO BE FINISHED IN MOISTURE RE51STANT DRYWALL UST' USE VINYL COATED GYPSUM LAY IN PANELS AS MANUFACTURED BY U.S. AL HOT & COLD WATER SUPPLY LINES TO BE RUN ABOVE CEILING, BOTH CON SHALL COORDINATE AL TRIES N All ASPECTS GYPSUM CO. (OR APPROVED ALTERNATE) HOT & COLD TO BE INSULATED W I- MMAFLEX WORK PER CT RS ALL RI AND OF WORK PERFORMED. CONTRACTOR SHALL VERIFY THE T E WORK THE AT IHE ,TDB SITE PRIOR TO ALL DISCREPANCIES THE WORK IRO NOTIFY TE ARCHTIECi N WRITING OF /NT AND ALL OSCREPANCES Ofl THE PANTING CONTACTOR SHALL ACCEPT FULL RESPONSBKRY FOR ANY ERRORS AND PANT SHALL BE BENJAMIN MOTOE OR APPROVED EQUAL COLOR AS SELECTED OMISSIONS. DO NOT SCALE DRAWINGS, DW,ENSCHS AND NOTES TAKE BY THE OWNERANIERKR DESIGNER. APPLICATION OF PAM SHALL BE PRECEDENCE OVER SCALE. ACCORDANCE WTH MADFACTLRERS DIRECTION. B" MIXED PAW SAL CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY 140T BE THINNED, EXCEPT AS PERMITTED N TIE APPLICATION NSTRUC IONS THE CITY OF GULFSTREAA FLORA AS APPUCABIE, FOR RESIDENTIAL CONSTRUCTION. AL SO FACES TO BE PANTED SHALL BE CLEAN AND FREE OF ALL FOREIGN CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING THE MATERIAL, DIRT GREASE. ASPHALT, RUST AND ALL OTHER MATERIAL THAT COSTS Of ALL REQUIRED BUILDING PERMITS, IMPACT FEES, AND TRADE PERMITS WOULD EFFECT THE DESIRED FNRSH. NOTES ON FIXTURES, FINISHES & APPLIANCES THE CONTRACTOR SHALL OBTAIN ALL REQUIRED INSURANCE CERTIFICATES FROM HIS SUBCONFUCIORS , MANEAN DIEM UP TO DATE, AND DELIVER APPLICATION SHALL BE W A WORKMANLIKE MAKER PROVIDING A SMOOTH SURFACE. MPLIAIION RATE SHALL BE AS RECOMMENDED BY THE I. TO BE SUPPLIED BY PLUMBER & INSTALLED UNDER THIS CONTRACT. COPIES TO THE OWNER. MANUfACTURER. APPLICATION MAY BE BRUSH, ROLLER AD, DR SPRAY IF H IS THE INTENT AND PURPOSE OF THESE PAS AND SPECIFICATIONS TO PANT HAS BEEN FORMULATED FOR SPRAY APPLICATION. — WATER CLOSETS, SINKS, INCLUDING LAVATORY (AMERICAN STANDARD), BE A COMPLETE AND TOTAL PROJECT OTHER THAN HEMS MARKED N.I.C. (NOT NO ONE COAT SYSTEMS OR APPLICATION IS PERMITTED. BATHTUBS, FAUCETS (H&C), S110WOR VALVES (H&C), LIGHTING IN CONTRACT) FIXTURES, HARDWARE (SCHLAGE LEVER HANDLE FINISHED 70 DUTCH APPLICATION AS FOLLOWS: EXISTING) 711E CONTRACTOR SHALL MAINTAIN THE WORK SHE CLEAN AND FREE OF ALL (RASH, DEBRIS AN D SHALL PROTECT ALL MWENT WORK FROM EXTERIOR METAL ONE COAT METAL PALER AND RUST INHIBITOR, ONE CART SEMI -GLOSS ENAMEL. ANY ALTERNATES PROPOSED BY THE CONTRACTOR ARE TO HE SUBMITTED DAMAGE. SWING. PLANT OVER PAINT MA ETC. AL AND READ EQUIPMENT, M/FE ACT READY OCCUPANCY NIERIOfl FWISES ONE COAT OF PRIMER DALE COAT FLAT ON DUALS i0 THE ARCHITECT FOR APPROVAL. SUBMITTALS TO INCLUDE COST GUZNC BOORS SHALL RE CLEAN FOR E UPON COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL UPON ONE COAT OF PRIMER ONE COAT SOIL GLOSS ON ALL WOOD COLOR AS SELECTED BY THE OWNER /MFRIOR DESIGNER. NJFORIMTION, LITERATURE OR SAMPLES AS NECESSARY, COLOR SELECTIONS COMPLETION OF THE WOW(, DELIVER 10 THE OWNER AL WARRANTIES. MANUALS, ETC., DOXD IN 3 FNG BIDER OF ALL .PPUMCES, EOUPMENT CONTACTOR TO DIVAN FINISH PAM COLOR FROM INTERIOR DESIGNER AND ALL RELEVANT CODE COMPLIANCE INFORMATION. X40 OTHER HEMS AS REQUIRED. PRIOR TO COMMENCING WORK. CONCRETE MECHANICAL SPECIFICATIONS AL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AD ALL WORK UNDER THIS DIVISION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 LATEST EDITION " SPECIFICATIONS FOR SOUTH FLORIDA BONDING CODE LATEST ADDITION AND AMENDMENTS, SIRUCILRN. CONCRETE FOR BUILDINGS'. CONCRETE FOR SUBS ON GRADE. FLORAA MODEL ENERGY CODE, LATEST EDITIN. THE LATEST EFFECTIVE 2500 PSI AT 28 CLAYS, ALL ELSE 3,000 PSI. PORTLAND CEMENT: ASTM C -150 TYPE I PUBLICATIONS OD THE FOLLOWING ESUBLISHED STANDARDS, CODES, ETC. OR 1. WATER: FROM DOMESTIC SOLACES. CLEAN POTABLE, AND FREE FROM ALL INSOFAR AS THEY ABLY, FORM A PART OF THESE SPECIFICATIONS, THE SAME ORGANIC OR OKI DELETERIOUS MATERIAL ACGREGATE: A51M C -33 FOR SLABS ON GRADE. SAD: ASTM C -33 FOR SLABS ON GRADE. FOUNW110NS, AS IF THEY WERE WRITTEN FULLY HEREIN; AND 9*1 NOT RELIEVE THE CONTRACTOR FROM FURNISHNG AND INSTALLING A HIGHER GRADE OF INSTALL AS INDICATED ON DRAWINGS OR AS MODIFIED BY THE FINAL SOIL REPORT. MATERIALS AND WORKMANSHIP AS HEREIN SPECIFIED. REINFORCING STEEL GENERAL 1. LOCAL G043"G REWLATDHS. CODES AND ORDINANCES. " 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AL WORK SHALL COMPLY WITH THE REWFORCEAIENTS SD FORTH TE lRff 3 APPROVED STM RDS OF THE AMERICAN SOCIETY OF MECHAKCAL MAIAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE ", ENGINEERS (ASME) STRUCTURES LATEST EDITION PUBLISHED BY THE AMERICAN CONCRETE LA S (UL) q UNOEflYNIIEAS UBORAi0RL5 (UL) INSTITUTE EXCEPT WHERE MORE EXAQWG REQUIREMENTS ARE SPECIFIED IN 11E CONTRACT DOCUMENTS. 5. ANC- CONDIERS AND REFRIGERATION NSTITJIE (TAI) 6. NR MOVING AND CONDITIONING AS50LUTNW ((AMC) REINFORCING STEEL FOR SLABS ON GRADE: 8: AMEmX NATIONAL FOR T DS N6fi TE (ND))u) 9. AMERICAN SOCIETY OF HEATING. REFRICERAPON AND AIR CONDITIONING FOOTINGS LAID FOUNDATIONS MN. CDNCRETE COVER, OVER REINFORCING ENGINEERS (ASHRAE) STEEL SHALL BE 3' N FOUNDATIONS WHERE THE CONCRE1E IS CAST AGAINST 10. SHEET METAL AND AIR CONDITIONING CONTRACTORS SMACNA) AND PERMANENTLY IN CONTACT WITH RE EARTH. OR 11/ 2" FOR 15 BARS AND 11. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEMA) SMALLER BARB , AND 2' FOR 16 AND LARGER BARS WHERE CONCRETE IS FORMED AND WILL BE EXPOSED TO THE EARTH OR WEATHER NARROW FIXI WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMMODATE DUCTWORK STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CONCRETE COVER, ERECT ALL OUCIWORK N FIRST CLASS AND WORKMANLIKE MAHNER, TRUE TO THE HOOK SHALL BE ROTATED IN THE HORIZONTAL DEECHON UNTIL THE DIMENSIONS INDICATED, STRAIGHT AND SMOOTH ON INSIDE, WITH FEATLY REWIRED CCNCRETE COVER IS ACHIEVED. FINISHED .HINTS UPPED IN THE DIRECTION OF MR TRAVEL. PROPERLY BRACE FOR CAST -IN- PLACE CONCRETE DEANS WHERE WKRDE IS EXPOSED TO AND RDWORCE ALL DUCTS AS REONRED FABRICATE CHANGES IN DIRECTION, WEATHER MIN COVERAGE SHALL BE 1 1/2" REGARDLESS Of SIZE BOTH HORIZONTAL AD VERTICAL. i0 PERMIT EASY AIR FLOW,. ALL DUCTWORK INSTAIATION DONE IN ACCORDANCE WITH LATEST REINFORCING MESH: ON (MADE BUILDING DABS SHALL BE ELECIRCLLLY SMAC.NA STANDARDS, WELDED NEE FABRIC. SIZES AND CADGE AS SHOWN ON PLANS. SPLIT SYSTEM AIR CONDITIONING ROUGH CARPENTRY AR HADUNO UNITS SHALL BE EQUIPPED DIRECT DRIVE MULII-SPEED TIMBER DESIGN IS BASED ON USE OF DOUGLAS FIR -LARCH OR HEM -FIR 12 MOTORS IT ELECTRICAL CONNECTIOS STALL BE AT A SNRGLE POINT. AN SURFACED DRY OR GREEN, USED AT MAXIMUM PERMISSIBLE MOISTURE INTEGRAL ELECTRICAL RESSIANCE HEATER SHALL BE NNERIOCKED WITH THE CONTENT BY CODE. GRACING PER AMERXAH SOFT WOOD LUMBER, LATEST EDITION AS RECOMMENDED BY THE "NATIONAL FOREST PRODUCTS CODEISM UNIT COMPRESSOR 70 INSURE NDN- SIMULTANEOUS OPERATION. UNIT SHALL BE FURNISHED IN ACCOROdICE WITH ARI STANDARDS. UNITS ASSOCIATION STANDARD " LATEST EDITION. PLYWOOD PROWLTS SHALL SHALL RE TRA E OR EQUAL, CONFORM TO REDWED GROW OF THE 'AMERICAN PLYWOOD ASSOCIATION" WOOD AND LUMBER SHALL BE MARKED VAIN ITS GRADE AND PLYWO VATII ITS GRAPE TRADEMARK IN ACCORDANCE WITH TIE REFERENCED STMDAfDS. AR CCOIID CIPING. A UNITS SHALL . FACTORY ICES AND COMPLETE WI7H INTERNAL PRNC, WNRIG CONTROLS, SAFETY DEDUCES AND ANY PIECE WITH DEFECTS RENDERING IT UNSUITABLE FOR IT'S INTENDED USE REFRIGERANT CHARGE. UNITS SHALL BE OF THE SAME MANUFACTURE AS THE SHALL NOT BE USED REGARDLESS OF GRADING. ALL STRUCTURAL LUMBER AE HANDUNG LADS. CONDENSING COL SHALL CONSTRUCTED OF SEAMLESS SHAT HAVE A MINIMUM FIBER STRESS OF 1,100 PSI, A MNIMUM'E' 1,400,000 PSI. COPPER OR ALUMINUM TUBES WITH COPPER OR ALUMINUM FINS. FNS SHALL AND A MINIMUM F1- 75 PSI UNLESS OTHERWISE NOTED ON THE PLANS. SOLDERED OR BDNOED TO TIE TUBES, CONDENSER FAR SAL BE PROPELLER TYPE VAIN TOTALLY ENCLOSED FLOOR JOLT. HOVERS, LINTELS, SECONDARY FRAMING MEMBERS SHALL RE DI RECT DRIVE MOTOR. THE MOTOR STARTER SHALL BE INSTILLED IN A S45 SEASONED 1 2 GRADE DR BETTER, DOUGLAS -FR OR HIM41R ULESS OTHERWISE NOT ON THE DRAWINGS. WEATHER RESISTANT ENCLOSURE. AL FRAMING MEMBERS AND SECONDARY FURRING MEMBERS SHALL BE COMPRESSOR SHALL ANNE A 5 YEAR FACTORY WARRANTY. PROPERLY SEPARATED FROM CONTACT WITH WNCRELE ALL WOOD N CONTROLS THERM09ATS SHALL RE WALL MOUNTED, SHALL BE PROVIDED SSU CONTACT WITH CONCRETE SHALL BE PREFE TREATED. AND INSTALLED ONE REQUIRED FOR EACH ZONE. TERM09ATS SHALL BE HANGERS, FRAMING ANCHORS AND FASTENERS SHALL RE MANNACTUBED BY WEED IN AC(:OflNlICE WITH THE ELECTRICAL SPE[NICAIOS FOR THE DNPSON OR APPROVED EQUAL AND DESIGNATED FOR TEN INTENDED USE BY THE MANUFACTURER SUPPORTING LOADS AS RECLINED. SPECIFIED SYSTEM ALL MILS IN HOLES UNLESS SPECIFICALLY HOEDD OTHERWISE BY IE�MAUFFACTTURER, NR DEVICES ALL WOW FRAMING MEMBERS SHALL BE WELL HAND) N ACCORDANCE WITH NAILING SCHEDULE IN THE LATEST APPLICABLE CODE. ALL EXTERIOR NALS GRILLES, REGISTERS, DIFFUSES AND 20NE DAMPERS SHALL % OF SIZES AN0 SHALL BE HOT IN ppED GALVANIZED, TYPE AS REWRED TO PRONDE AN OPERATING SYSTEM IN ACCORDANCE WITH POWER DRIVEN STUDS MAY HE USED FOR ANCHORING NW- DURING WOOD SYSTEM MANUfACIORER'S REQUIREMENTS. ARCHITECT PLATES FOR INTEROR PARTITIONS IN LIEU OF ANCHOR BOLTS AND WASHERS THIS AND ASSUMES NO RESPONSIBILITY FOR THE OPERATION OF THIS SYSTEM AND IS PLACED AT 24" CCANO NOT MORE THAW 9' FROM ENT OF MEMBER. AT A JOWT SOLELY THE DECISION OF TIE OWNER TO PURCHASE THE AR OR CORNER FOR PUNS AND SILLS. STUDS SHALL BE DRIVEN CCNDMONNG CONTRACTOR SUPPLYING AND NSTALUNG THIS SYSTEM AR TO PENETRATION OF NOT LESS THAN 1" NOR MORE MW AN 1 1/2" USING A DEDUCES SITYL BE SUPPLED WITH FACTORY -APPLIED BAKED EHNMEL POWER ACTUATED TOOL MEETING THE REQUIREMENTS, FU -OSHA, AND SHOT FINISH UNLESS OTHERWISE SPECIFIED, OF COLOR AS SELECTED BY THE PIS AS ACCEPTED BY SF.B.G ARCHITECT, OR THE OWNERS REPRESENTATIVE, INCLUOI G PROTECTIVE COVERING FOR SHIPMENT AND INS ION. INTERIOR OF ALL REGISTERS. , WOO SRO WALLS , ZX4 AT 16" TIC., UNLESS OTHERWISE NOTED, PLUMB TO CRUCES AND DIFFUSES 14CLUNG VISIBLE PORTIONS OF DUCTS. SHALL BE 1/8" IN 8' -0 ". ALL S1UD WEDS OVER B -0" HIGH MUST BE FRAMED WITH 2 % 6 PANTED RAT BUCK. ALL DEVICES SHALL BE O STEEL CCNSRUCUDN. STUDS 16" O.C. UP 10 A MAXIMUM OF 10' -0". HEADERS AND BEAUS SHAT HAVE A MINIMUM REARING O' Y' AND SHALL BE PLUMBING SPECIFICATIONS SIZED ON PLANT Rlt BFAl15 INSTALLED WITH CROWN UP, CANTIEVERED ALL WORKMANSHIP AND WTERW.S SMALL BE IN STRICT ACCORDANCE WITH BEANS SHALL BE INSTALLED WIN CROWN DOWN. ALL WOOD COLUMNS B ALL APPLICABLE CODES, OROHANCES, STATE LOCAL NEOUNEMENTS AS ILLCEATED SHALL BE SOLID 4 X 4 P.T. UNDER ALL BEAMS. 2 -2 X 4 UNDER ALL DOOR HEADERS ALL SUB -S1LL5 P.T. 8 -'0" IN LENGTH SHALL BE DOUBLE 2 XI REWIRED. (PT. IN CONTACT WITH CONCRETE). PLUILBW CONTRACTOR SIWl GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE ( 1) YEAR FROM PROADE ALL REWIRED FRE - STOPPING, MAXWUM CONCEALED SPACE - B' -B' DATE OF OC CUPANCY AND USE CORRECDON OF ANY DEFECTS SHALL BE IN HEIGHLAD AT M I -HEWN, CEILING COMES, BOXED EAVES, FLOORS, AS COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REWIRED BY ORDINANCES. BLOCK AT ALL EXTERIOR WALLS TO RECEIVE STUCCO AT MB- HEIGHT. REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED DUE TO POOR WORKMANSHIP AND / OR FAULTY MATERA.. PRESSURE TREATED LUMBER PLUMBER SHALL PAY FOR PERMITS, FEES INSPECTIONS AND TESTS SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT. OWNER. OR INTERIM ALL LUMBER IN DIRECT CONTACT WITH SID. OR CONCRETE SHALL BE DESIGNER IN WALING PRIOR TO IRE INSTALLATION OF ANY SUBSTIUIES. PRESSURE TREATED, HAVE AN APPROVED SEPARATION MATERIAL. OR HAVE A ALL WORK SHALL BE PERFORMED BIT A PLUNGING CONTRACTOR LICENSED BY GALVANIZED ANCHOR SEAT. THE LOCAL JURI;AICTION. AND SHALL MAMAIN AL NSUWICE REQUIRED BY LAW AND PROVIDE SUCH AGAINST PUBIC LUBWUY AND PROPERTY DAAAE FOR THE DURATION OF THE WORK. AN ALTERATION TO MAIER 1 i IIII` , , .. .I F .. 2554 AVENUE SOLEIL GULFSTREAM, FLORIDA M ,A - I.. t Ig j SHEET INDEX: AVE MLLW JW y;.' - ®m q' A -1 SITE PLAIIVGENERAL NOTES -- -•1_.... +1 rB3 N pd A -1.1 MOUTIONPLAFPLAN PP��r ED SET ll A -2 DEMOLITION PLAN A " � 1-0 . A -3 FOUNDATIONAPLAUMBING PLAN A7 L]i c kRView 1. FLOOR PLAN I rn INiFIG Li�WI d,p 'o Df A -5 REFLECTED CEILINGALECTRIUL PLAN LT � � ' ; A -6 ROOF FRAMING PLAN FEB I 120M b jI yA -7 ELEVATIONS Rabbis RL � A -F, 1 L�r } TOWNOF H ' .5r, FOOTAGE ULCS. GULF STR RE FOOTAGE ULCS. ' RESIDENCE -2,454 S.F. ADDITION -1,166 S.F. IF h+d I RESIDENCE UNDER NC -2,010 ST.(LESS GARAGE) OVERHANG OVER 30'- 219 S.F L(jx all C�1 LOT AREA= 14,398.33 -4,751 S.F.(PERMISSABLE BUILDING AREA) (R INdi E ADDITION PERMITTED -4,751 -3155 -1,596 S.F. 1vir � Y� r , LOT AREA= 14,399x.33 -4,751 ERIIr ! VILLA F > A Ow .LEGAL DESCRIPTION ZINECLASIEICIDQN; s , L� LOT 44. PLACE AU SOLEIL ACCORDING TO THE �: J A LIC ' PLAT THEREOF AS RECORDED IN PLAT SETBACKS: T BOOK 27 SUBDIVISION: PLACE AU SOL EIL �fAW P I AT PAGE 69 OF THE PUB RECORDS OF PALM j' -'--' O EST Y CB REACH COUNTY, FLORIDA FRRONT YARD: M +,� , y I40TES: 11.) FLOOD ZONE: A -5 1 � � SIDE YARD: TOTAL SIDE YARD 30 %z WIDI _ _ _. _ _ _. -... t'a'12.) &5E ROOD ELEVATION: B.0 FEET EAST SIDE YARD IB' -0• }.) MAP DATE: 9 -15 -1977 WEST SIDE YARD I S' -1' 4.) LOWEST FLOOR ELEVATKNN: 9.12 FEET 5.) AVERAGE SITE ELEVATION: 7.55 FEET FAR L �� Ti �a TC '' 6.) ELEVATION ARE WED ON NGVD 1ST 20,000 S.F.0 33% REMAINDER ® 20% 41 P4IIN .4 13IV 1 ('1.L)11 E& IVIWW i .W FMk 1 VICINITY PLAN " I �__ �_- L - NIS EXISTING VACANT LOT i__ 1-d SITE PLAN AVE AUSOLEIL 11 O.0' AROUTECT PLANNER ti ExlstxNc 33444 P. FSAn a.Amss r. twn�4Aw, CONCRETE — r� - E7LISTRTG - WALK TO RL4kALPH w -�- D I I� I E ISTINO TANK j!PTIC DRAINAGE I I5-1' S.B SIDE YARD POOL TO OF SWIMMING REMAIN / I I I I I I I I I 25' -0' IB' -O S.B. SIDE YAW AREA OF RENOVATION Maier Residence RECEIVED® NOV 15 2004 7bwn of Gulf Stream, FL ME 1HErCOPTRIW,i PROPERTY OF THE ARCHITECT AET' IAE REDDE`T. R DHANWIDS. SPEGHCATTONS AND RELATEDPDDCUUENTS N vn1IlE11 E IE rO .—. M T PLAAI t LED oUTRACTDR Musr TALC« AA AmRY NL DlMxvas ER nc i RRas-..unrA A AADDDDE.s: -T N O R T H Oren S,W A. S. AS NOTED - JGB 12- FEB -04 SITE PLAN/ GENERAL NOTES ,alr:I Ho I'—' No A -1 JOHN G. BACCARI A.I.A. AROUTECT PLANNER 112 N.E 1st AVE DEIRAY REARM FLORIDA 33444 P. FSAn a.Amss r. twn�4Aw, �dvj-fv. M RRas-..unrA A AADDDDE.s: -T N O R T H Oren S,W A. S. AS NOTED - JGB 12- FEB -04 SITE PLAN/ GENERAL NOTES ,alr:I Ho I'—' No A -1 DECK 10 B ro BE EWORKED L r0 ALLOW - g R NEW (O _ ONSTRUCTION. - IS E. - - - - 7____ WOOD. FENCE RRas-..unrA A AADDDDE.s: -T N O R T H Oren S,W A. S. AS NOTED - JGB 12- FEB -04 SITE PLAN/ GENERAL NOTES ,alr:I Ho I'—' No A -1 C - AVE. AU S 0 L E I L AVE. A U S 0 L E I L Maier o Residence N PROVED SEA` FEB o 110.0' EXISTING suaLE. _ — TO J'G S NN OF TREAM, Fl. U I z O Y o _ z -< b N I� EXISTING CD Cl' I / CONCRETE ORNEWAY EXISTING C WALX REMAIN. TO E Ili O TO REMAIN M / � I I II 1 1 I W o E cu 1 a� I �..� �. >• , I I I EXISTING I I SEPTIC 1 1 t s.!•.... ' I cu-.e -4 I I & DRAINAGE 1 1 ' I 1 U Z 1 I 11y)) 2- • I I � � I 1 1 I i I/ o i \ I \ N 125' -0)/2" r7 I ��� 1 —1 1 15' " S.B a 18' -0" S.B. 1 ••� °•yc SIDE YARD SIDE YARD " \� &� 1 PST K NENXMEO uvW MEW[ST. —uc- was. sPEOIne111 B' EN xuTT DowuEN15 M1101E F BIWFN x.LLTgUO ME •Mpuifl \ L PMT 1E11 PEPWSSOM.' \ � il— / 1 EXISTING \ \ / SWIMMING / I EXISTING SWIMMING I / JOHN G. BACCARt A.13 REMAIN T \ R / REMAIN O / ARCHITECT PLANNE FIL N.E. 1s1. AVE. DELRAY BEAC FLORIDA 33444 / \ / P ( %1) 3a] -0055 F (5,)) ]I] -1W / d L. — - — - — - — - — - Sm� 100wn E0 IxWrt ior. 1 M mM15) IU / \ — — L V Z �L.I..I -- —�— I Ill \ . —. —. —_ I I Cn = w Q I I \ I O R T - - -- T- ------------ - - - - -- I --�— _.� —_ —_ -- _-------- X�o I ___ - - - - -- L,L, I¢ _ - - - - - -- - - - -- ----- - - -� -- "J� EXISTING SUARE. WQOD. FENC A S AS NOTED JGB D °2- FEB -04 — .. TROOF PLAN/ AREA INDICATES EXISTING ROOF. GFNFRAl NOTES: �— —ARROW INDICATES DIRECTION OF DRAINAGE. DRAINAGE PLAN ARROW INDICATES k— DIRECTION OF ROOF DRAINAGE. ROOF PLAN DRAINAGE PLAN Ne ��` EXISTING 1 I 1 1 9'-10' t i � C I I t I< 1 I ME IA CENTER 1 � . 1 I C2 I I 14•_p. I I In ry I 1 I 1 I C2 ARE/ II I I I c 6 I 11 - I 1 sT EXI NG ... ' -- 'Q OOM NO. EXIST NO •� 3 ROOF LINEABOVE . . ' EXISTING 2 -. - :. - •. .CAR .GARAGE. ...,:. -'.. _ -.- -.. . -... .. ... .. .'.. - is .. .: ..' .. ':. - .. EXISTING .... - .- ... --.: . -.. .FOYER'. G CLOSET _ EXIS INC BATH NO. 2 .:.: '. P.TTIC. ACCESS:.. .. .: .'.. .. . _._ .. ... .. __ STAIRS .. ... DTLITY RM. . -... .,. "EXISTIN BATHRO M} .: H GIf'}' DRVER'WASHER� ." X.T i y I E O O ' ._ .' LIVING. ROOM I - Be 14EOR M NO'� .. .. - -:... 2 .. .' .. .. . -.. -.. .. .. ':t I I P 4Y Epx ROOM t NrNG 1 , I . -. .'. - { r' -J NEW KITCHEN nEr. .... - '. - .. .... .. . :. J 6� r. -� C4 8 4. C4 ., .. i j 1 BREAKFAST AREA 1 ' c I 84 ' �:r' 1 o 8 .. .. iEXI NG BA i I o NG , . WALK i e IN- CLOSET t I ___J I 1 1 -- I I I NT OF NEW CONCRETE POOL 40' -1}'2' EXISTING POOL TO REMAIN 6r I I 1 I •I 1 :r L' o n � 1 I 1 I •i 1 1 2' -6' EXISTING , NER APPROVE D HANG. i 1 1 i I , 0I R -1 A2 3 20,_2, I 23 -10' I 1 Al I 1 I I I pVERHANG 2--l' AREA rrArr �i 1 I I° I � 1 . A2 I 1 Ii I ATTIC I Y I I I O •I 1 I •I 1 1 A4 1 3672 2--0- V-6- i 5--o. 4• -0' i 4' p• 4 A2 i I A4 I i 1 I Im 1 -- — — — - - - - - - J 1 17' -10' 8' — 26' -2' FEB t 1 2005 TOWN OF 4ULF STREAM, IFk ORECEiVED• SAN 0 7 2005 Town of Gulf Stream, FL sT EXI NG ... ' -- 'Q OOM NO. EXIST NO •� 3 ROOF LINEABOVE . . ' EXISTING 2 -. - :. - •. .CAR .GARAGE. ...,:. -'.. _ -.- -.. . -... .. ... .. .'.. - is .. .: ..' .. ':. - .. EXISTING .... - .- ... --.: . -.. .FOYER'. G CLOSET _ EXIS INC BATH NO. 2 .:.: '. P.TTIC. ACCESS:.. .. .: .'.. .. . _._ .. ... .. __ STAIRS .. ... DTLITY RM. . -... .,. "EXISTIN BATHRO M} .: H GIf'}' DRVER'WASHER� ." X.T i y I E O O ' ._ .' LIVING. ROOM I - Be 14EOR M NO'� .. .. - -:... 2 .. .' .. .. . -.. -.. .. .. ':t I I P 4Y Epx ROOM t NrNG 1 , I . -. .'. - { r' -J NEW KITCHEN nEr. .... - '. - .. .... .. . :. J 6� r. -� C4 8 4. C4 ., .. i j 1 BREAKFAST AREA 1 ' c I 84 ' �:r' 1 o 8 .. .. iEXI NG BA i I o NG , . WALK i e IN- CLOSET t I ___J I 1 1 -- I I I NT OF NEW CONCRETE POOL 40' -1}'2' EXISTING POOL TO REMAIN 6r I I 1 I •I 1 :r L' o n � 1 I 1 I •i 1 1 2' -6' EXISTING , NER APPROVE D HANG. i 1 1 i I , 0I R -1 A2 3 20,_2, I 23 -10' I 1 Al I 1 I I I pVERHANG 2--l' AREA rrArr �i 1 I I° I � 1 . A2 I 1 Ii I ATTIC I Y I I I O •I 1 I •I 1 1 A4 1 3672 2--0- V-6- i 5--o. 4• -0' i 4' p• 4 A2 i I A4 I i 1 I Im 1 -- — — — - - - - - - J 1 17' -10' 8' — 26' -2' FEB t 1 2005 TOWN OF 4ULF STREAM, IFk ORECEiVED• SAN 0 7 2005 Town of Gulf Stream, FL I ___J I 1 1 -- I I I NT OF NEW CONCRETE POOL 40' -1}'2' EXISTING POOL TO REMAIN 6r I I 1 I •I 1 :r L' o n � 1 I 1 I •i 1 1 2' -6' EXISTING , NER APPROVE D HANG. i 1 1 i I , 0I R -1 A2 3 20,_2, I 23 -10' I 1 Al I 1 I I I pVERHANG 2--l' AREA rrArr �i 1 I I° I � 1 . A2 I 1 Ii I ATTIC I Y I I I O •I 1 I •I 1 1 A4 1 3672 2--0- V-6- i 5--o. 4• -0' i 4' p• 4 A2 i I A4 I i 1 I Im 1 -- — — — - - - - - - J 1 17' -10' 8' — 26' -2' FEB t 1 2005 TOWN OF 4ULF STREAM, IFk ORECEiVED• SAN 0 7 2005 Town of Gulf Stream, FL SOUTH ELEVATION Q. + B'-4't T.B. BOTT. WEST ELEVATION lowO EXIST. .__ . ... . _ . -. .. . COMP:.' : .. NEW ADDITION NEW MASTER BEDROOM ADDITION ,2 5-3/4- 2• -6• �•, i OVERHANG TO REMAIN c 1. APPROI E ` c% —T FEB 1 12005 TOW 4 or- GULF STJ WEAM. F►. *R EIVED• JANJ 0 7 2005 Town of Oulf Stream, FL FINISH GRADE 2 EAST ELEVATION EXISTING TO REMAIN NEW ADDITION $ EL. ±"&-4' T.B BpTT, EX51, 001ON MATERIAL SCHEDULE IX 5f QEEV PA MS(3) Qty. Key Botanical/ Common Name Size F j 1 Mt -r Mango tree, relocated 18- 2DRoa- relocated a-.,•laa 1 Y,1-r Yucca elephantipes/ Spheless yucca, relocated 12Raa.,mlti.,relocated r ereep ors B Ch Croon, spp. 15'3g.�2'oc. 'a 5o Ba-t Brassia arb.,Tdneg Trinet HNC) H = a 30 Cl - Chrysobalanus Icacol Cocoplum 24.3g.®2'oc. Q U o 45 Mf' Myrdanthes fragrans/ Simpson stopper ^ 06< Planting calls, see space. & details e,s4 trN Mulc h, see specs. 8 details > WQ Sod,'Floratari as requited r•MMI «� NOTE: • Denotes native, or highly drought tolerant plant materials, per SFWMD. a ptle. W anrll•d. mot ri •Xedscape Manual Z UJ� Irrigation system to be modified to provide 100% coverage, to all landscape area's. Rain sensing }''{{}0)� V/ device to be installed. as required. w « else as s o sit ..« EgSf 4tOfW J O a) SL m.s .Mean aura 2- EX15'. P0OGCPkFL5 fichm. ). N plant -t dd Thal be FIr e,1, oe belbr. at per ine oleo addaYOn d FI. Grodas i doodads. N'fpedmen•,IUhYIy matarba afal be F. Fancy, and anal be proapproved OF the LOnd cope Mcnilad. 2- E(6t CW5f FM PA.M (1)tP.) 7. N proN materials own be two to name, i dim, m per FT. Grades i Slandcds. Pont motenob v4ich d0 rot nre•t. or a—i Tress, d to CN standards ova cwt be accaplad. f. Guar no" amt, and wartbre d plants ova be determned by IN plain and maledd swed,se. Was d Me wecired pbnr -1 2- EXIST GIEEN PPIM (*4' ) take aec.aHm. over he cwtoner Lim, flooding of Me pound coven v ii be dolor ined by We matedd whedi Q,,-Win Mown pn ere Maori., lchedWo as to be used m a guldoik- The bndtcupe coneacwr Mos ba nalowsbb la IN a.k d is. Wlos dawn pn Me plan. The daft a cdece ow Me motedd ddW. Deaepondas wl be rogM to ahanlbn d Me m landscape Arai eg. ar i d. No w,1AUare,h lbe- cepled wThout Me Ladfcope Architect, wM1en Olwwwl.Nsubfltlulbn fequelh That be madeM 4 asW ee 1r«• W « ads... a P« n... car •• ss- sow ova r Gal. py PW avesP •, tYdtre�•f•�. a t�We YW. rlwevrr se ,e•e-mN.«eNW •Wd•I• wrhg. 5. Plarri g loss shot be dean dare. and free of dabs. Sol Inol comitt of 50 %R. rn k It X% clam and. Trees awl W iretalad SAM a minl— OI IT -sides i two nn Of roof bass !ihmi s. plants i around coven Mal be Imfdbtl whin a mirem rn of Pon Maas i bottom of -I bass. cooled cvhkgs foal be installed wIM a mnmtan of P d planning loss waked i the lop d• of IN abshng soft. load pakre oral Ptwank weds moll be butaled won o aeon wet drded sad. d. MiagaNte, Gaged. lens« mph be, ppplad to d pkasirgf, per mandacNros recommendoBW.ln addition. "Agrartr' IoW d (2R165)1ho1 ado be opphd tO d dash I gd..tmd above. lour mondacNres recomm«,dakore. 7. AI hep18 pdmt ftwl be, mulched vat 3t,. danatar a P marrum depth. M bade 3' depth, co. mulch upon cornpbeon of pkwBrg aocast. MuIdiI Mol'EUCalyPha ". ar opprovad equal. NO CYP -ESS MIkCH SHALL BE gtilg® ON s a uV. !LS ACC$ ffE Vn THE PBlants JECT. s of col Islets wtet they were sown. Strube and hedge are to be pbMar 7t,. hood kom any e.1, plash moves. To, ngs "Ifry was a flNplaN. Materkll vdM h W seater Itwn ovarhongf fhWl as P6Matl 10 m not to kmpatla hM naiad sOMhlwbil d ins Jomr, 9. N m 9. mink. f as b be woharedM ImmadloteM hher pooling, w as to remove OI ark pocked. BIB rrwhdaa aorta as han6watered 'as. miNmum of I week ones WroWtkut and Ineroaher at requked. Conkocha Md ativite IM awrcr d soy addlbnal h- 6 -tedng ..qkem uanb. m. N lea's NI., a miw, are to be stoked, a guyed. so aoAde ampb appal cud, that mabrlah rennin shdghl i Two n an up+ighl oosiaon though the guarantee period. Slakng i gVtng Thad be performed Of Me Oplim of IN landscape Oanhai ¢ad when, mquked by code. Hit— the landscape conhacfar shot are responsible fa d bee's i Pakn1 remaining do sight i 4lr-v-\ slue Ia li the g -ontea period. 0 the Gant hat a material tins char II hm Omen proper, sided, a guyed. me bndscap s .- Iraclar Mal not be held reworoble. I I. N sad and be "Fkealanr, ,nos$ oMervde wedged. Sod awl be done, seen. vastooted. and bee d debrit. ,each. dieae. a wecd. A compote blob fore ver Md be appW at a rate d 1061. per 1400lq H.. Sod it Io be war «eat to a depth d 3' immediately .her wici olan. Grades as It, be roked smooth. and d debrh removed, prior to kelalokan. 12 N hee'f. pant, i gro.4 ovars sal be li—nfeed la is period at 120 day,, and d par. as far is period of we "a, ohs, ft dale oat subhOnlld complelkM. Phoer+k cana/ereb i daclyNaw ppkN ore to be, mOlnlolnad. per Bowen /ssnPPlen ' �.A� 2Nn aanondhllom. by a gwiffed person. or fkm. Said maintenance pwgrom slot be Me rewondbity of the loaner. The landscape Invoke .11 be deemed m rejection of Me plant motedds. IN landscape conhocta Md remove any. a at Of Me r ledad mmviob Fu-4,T]. -N'l.. MA.+t• Iran Ma she as tiles discretion 14. Thu remand rib ri Is not hwbded b the landscape O -socl. {all.(.lmrpf _— I6. N sodef as to be wihin 7 of fi.fed sods. lob to the bndscape camactur commencing work. W sed" nNah•d ands a• mi. al.alall call a nor. Shrubs 2-fir PT! .sass alewev blm"d ogle teem lest j saxesl .1 "" WN. st ser tMNS:a- bast a tda.aW r pis --ri 1e1 a"aa•ar ftrar• lee aseeklea .W.— army -yelp lye a" ese. e1sass car Y ups -of- ifelitp' else A Ilgt- My caw hold Mi.- me. a• . I all are mesa at, wan arods.•aae olird as one. Straight Trunk Palms sx FEB i y 2005 .RECEIVED• TOM OF GULF STWEAM, FL NOV 15 2004 TW'n of Gulf Stream, F EX5' PIlAMM7A -Obl'• JANd. 4i"r' ' EXISf P(Rp.E 5.OAER Lee, oLlkAaipa,c'TBheL ryri• Pis EXISf QUEEN PkM (f-) — — • - -- - - - - — - — - — - I _ I EXIST. SW I 9-:451. QtgE5E FAV PRM (TT.) I SCE l2- EXI5f. QEEN PN.M('MI.) C-1 ` V 5- EICS'. R(AELIEN P/1M5 C iWJ I F. :X15' VKIA X- E'F•EVA EXbS NGaA 1 l 1 EX15f W' 5✓T Ross, - flow . !s1'Y ram. -1 r.%. t'vler :Willa... ' NRAr ';Attti- f eM ' TYP. EXI51. PIC1.5 �0'm EW woo FENCE OH POMIZ LFE5 WCA PA-M5 (1yP ) REVISIONS (4 I� car' ar F j I� a-.,•laa r ereep ors LL- 'a Groundo"ars HNC) H = a L O Q U o ttool rack« tae to P«..l 06< r o° e,s4 trN { d•« Irert > WQ ;L NY elr•a ltd•• -earl" N r•MMI «� _ I a ptle. W anrll•d. mot ri 1r•ar ITI eras Z UJ� v .. Usa- N rveaer Ira• }''{{}0)� V/ ry w « else as s o sit ..« ry J O a) SL m.s .Mean aura •: :dr.s.. e•n•1 V) n sre.d Maas son— ride a -. ads. Mr• woo. asap era d to CN cal No- arse. I as aa•- r. . N i 4 asW ee 1r«• W « ads... a P« n... car •• ss- sow ova r Gal. py PW avesP •, tYdtre�•f•�. a t�We YW. rlwevrr se ,e•e-mN.«eNW •Wd•I• Trees sx FEB i y 2005 .RECEIVED• TOM OF GULF STWEAM, FL NOV 15 2004 TW'n of Gulf Stream, F EX5' PIlAMM7A -Obl'• JANd. 4i"r' ' EXISf P(Rp.E 5.OAER Lee, oLlkAaipa,c'TBheL ryri• Pis EXISf QUEEN PkM (f-) — — • - -- - - - - — - — - — - I _ I EXIST. SW I 9-:451. QtgE5E FAV PRM (TT.) I SCE l2- EXI5f. QEEN PN.M('MI.) C-1 ` V 5- EICS'. R(AELIEN P/1M5 C iWJ I F. :X15' VKIA X- E'F•EVA EXbS NGaA 1 l 1 EX15f W' 5✓T Ross, - flow . !s1'Y ram. -1 r.%. t'vler :Willa... ' NRAr ';Attti- f eM ' TYP. EXI51. PIC1.5 �0'm EW woo FENCE OH POMIZ LFE5 WCA PA-M5 (1yP ) REVISIONS aurm OA 11/04/04 I- 111 =10" 101,v0. fret" OF 1 SHEETS (4 Q W Lou c) aU M Z Cl) LL- U V J (li ' 0 U HNC) H = a L O Q U o N 06< r o° a Lj LU > WQ Z 'n to _ I 0 lL l LN C Z UJ� aurm OA 11/04/04 I- 111 =10" 101,v0. fret" OF 1 SHEETS Q Lou O UJ LL- G Q 11J L O Lou N N C: a Q LL- -J! (fi v _ I O W }''{{}0)� V/ ry w -x ry J O a) SL Lu I.0 Z V) LU Q C d to CN J N aurm OA 11/04/04 I- 111 =10" 101,v0. fret" OF 1 SHEETS ti N m Q �m O O U') cp �� u� }ikSSSSSi ,r co f v L c�'o m r 1 � 1 N-3 � T� co ' t N N N N a -�•,,. N M M co N chi iii O 3yF 04 CI) N VC in CO a ti L N N 9 O � � M M N M U') 0 7 / rn LO a Q I fn / a N N N N V' p pM O p O O N 00 O N AMH .3rxiQ Q a u4i 0 uQi o 0 ° O 0 O Z s. •.eLr FA MM' JM;A! . DIM� mK 1i11��� i'v: 311�:t t{11� ������ •111�� � As • �� tAllil� • CN CL yi.au�l' lA�� AM • LJ Lij �filr�J�>• LL �® , o 11� UJ CO 1 ® Jes of + . . - F �` •7' SE 26 AVE 27 �E H MPSHIR FLOOD ZONE A -5, EL. 7 7 AVE BecneSaa N ate N' 2 AVE Memorlel sF v e ARDEN. Hospital 27 AVE SE27p= Tayc d COMMUNITY PANEL PL 3 e y a SE 27 GT WAY /V SE 27 jjam�` �f( �r [�� j e(�'� (� f NO. 125109- 0001 —D i27 TERy O1 �� GTy SE 27 WAY ¢c it 4t I �S LJ C-. PI L) �) t.l rC. F_..._ V) �� J - '� C 9 / 3 0 / 8 2) 28 A n .Wei " SE t 28 Sr 28 CT Vic O- o - — — \ •� t� ---f/ - , _ °; .�o �• SE 29m F c w 110 -D Ui Lf E �� a '\ t. �.9� �1 C-i Lg.3� G /yo AD2 0-'1 Alc ILK �� iye «•mil J �L ,S9 F DUNJO CORICRL7E' FEIJL.E FUS, Ri r CC1RP1 w . . L `ol.y�'.. 44� u� I87DRY CBS RE3I1)EIJCE FI -DISH FLOOR EL.E/.= 9.Io1 GRRRGE ELEV. = 9.12 &I r- PaD ELC5V. = 9'_35_ ADJ&r_FEJT Or— O't0tI CV, =g•Z 21.8 a3 `SCR t` PA i EENED IC) POOL L ` .l n� 'Z 14, 53 ue' c 01 v 88 0 _ 1r vQ 110.03 BENCH MRRK: RR SPIKE @ T IkERSECTIDU CA1�lIP1:�' 4 AVi<WEAU SIDLE 1 L ELEV.= —7 5 I C� 14J7� /Yas� 2pd b i/7 g1v c v a c hizperin Pi SE 30' SE 31y w AV6\ y AVE ,Mill I5 I � sRd' ` Hillcresq° - I ,� RdHil .c Rd sea i "a tlhooi' e m i3 —PN J57 ; SE 3 A E WAVE' H ti Li akeview v Church � y ua dl, Or 35A 3 _ . .. r' ' 4 ,TI R E A M 367AV y SSE y 36 .!; 1 AVE 6 m ¢Gulistr e I - _° ij vL r yy T ipnnievi A Dr + W 25 ST coanu d De Ca ie ci eacrest� angerme tN 24 C , St vRocad MSt .' s i 862 rT'v� 3 1_.. I. Y'IaYI Ta 'Brine Tr9 v r I 4r•er EDEN E I r 2 Hd 'N 2 �o 2 a' SST o' = . _. Sea E 21 Ss : _. N - - . r ADDRESS: w 18 ° 2- > C ST 17 St t NE 8712i Alle Ave E T 16 CT St rO al Palm ~ 'l 2554 AVENUE AU SOLEIL ; ST NEr a; 16 ST 2 tastview Ave GULFSTREAM, FLORIDA 33483 ° Re NE 75 St � flake Ave IN LOCRT l0 N CERTIFIED TO: MICHAEL A. & SANDRA L. MAIER DELRAY TITLE & ABSTRACT.' COMPANY NORTH AMERICAN MORTGAGE, ITS SUCCESSORS AND /OR ASSINGS AS THEIR INTREST MAY APPEAR. STEWART TITLE & GUARANTY COMPANY IT UTILITY EASEMENT C, 14::O C, 1-7 M6 c ,� GOLF CLUB .title Club Rd - 4 Met Rd -' , 5 ve 5 East Ave %h. v Coral ream ° - St Par 3 Andrews AlA Club sea T 45 S "a tlhooi' e m 7 ao.. n Rd akeview v a ua dl, Or C� 3 _ . .. r' vrew r ,TI R E A M I is r tF r •. M+ s c z MRP I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY DIRECTION, AND THAT SAID SURVEY IS ACCURATE AND CORRECT TO TPE BEST OF MY KNOWLEDGE AND BELIEF. THERE ARE NO APPARENT GROUND ENCROACHMENTS, UNLESS OTHERWISE OWN. DATE oI— 14-OILL uaacrc 8//3104 - /- 1 -- 0 -1ELD� REGISTERED RVEYGR NO. z SS PROPERTY SHOWN HEREON HAS NOT BEEN ABSTRACTED FOR RIGHTS -OF -WAY, AND /OR EASEMENTS OF RECORD; SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEY RULE 21 HH -6.03; ELEVATIONS SHOWN HEREON ARE BASED ON N.O.S. DATUM UNLESS OTHERWISE NOTED; ALL PROPERTY CORNERS ARE IRON ROD WITH CAPS, UNLESS OTHERWISE NOTED; FOUNDATION OF EXISTING BUILDINGS LYING BELOW SURFACE NOT LOCATED, BEARING AND /OR ANGLES SHOWN HEREON ARE BASED ON RECORD PLAT OR DEED CALLS UNLESS OTHERWISE NOTED. THIS SKETCH NOT VALID UNLESS SEALED WITH THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. MEASURE- MENTS MADE IN ACCORDANCE WITH UNITED STATES STANDARD. LB 2102 Joe Tucker LOT 44 ".Dt SURVEYORS PLACE AU S O E I L PLAT BOOK 27 PAGE 69 RICHARD ' '' ' r PALM BEACH COUNTY, FLORIDA Phone: 310 SOUTH FEDERAL HIGHWAY Boca (561) 391 -4388 .1 t P.O. BOX 759 Scale = 7ZD By Drawing No. Boynton (561) 737 -654& I r- BOYNTON BEACH, FLORIDA 33435 n d V l / - € ' - -7 1 FAX (561) 734 -7546 Date 12 -22- g9 FB J�C� Pg 2� ( L LEGEND OF SURVEY ABBREVIATIONS A ARC LENGTH M MEASURED A/C AIR CONDITIONER MAINT MAINTENANCE ADD ADDITION MH MANHOLE ADJ ADJACENT OR ADJOINING NO. NUMBER AE ANCHOR EASEMENT N.T.S. NOT TO SCALE ALUM ALUMINUM O/H OVERHANG ASPH. ASPHALT O.P. OPEN PORCH B/C BUILDING CORNER O.R.B. OFFICIAL RECORDS BOOK BCR BROWARD COUNTY RECORDS O/S OFFSET BLDG BUILDING ON OVERHEAD WIRES BLK. BLOCK P PLAT BM BENCHMARK PAR PARCEL BNDY. BOUNDARY PB PLAT BOOK B/W BACK OF WALK PBCR PALM BEACH COUNTY RECORDS C CALCULATED PC POINT OF CURVATURE CB CATCH BASIN PCC POINT OF COMPOUND CURVATURE CBS CONCRETE BLOCK STUCCO PCP PERMANENT CONTROL POINT CD CHORD DIRECTION PG PAGE CJB CABLE JUNCTION BOX PI POINT OF INTERSECTION CLF CHAIN LINK FENCE PK PARKER KALON CM CONCRETE MONUMENT POB POINT OF BEGINNING CMP CORRUGATED METAL PIPE POC POINT OF COMMENCEMENT CONC. CONCRETE PP POWER POLE COR. CORNER PRM PERMANENT REFERENCE MONUMENT COV. COVERED PRC POINT OF REVERSE CURVE D DEED PT POINT OF TANGENCY DB DEED BOOK PVMT PAVEMENT D.E. DRAINAGE EASEMENT R RADIUS OR RECORD DOT DEPARTMENT OF TRANSPORTATION REC RECORD E/F END OF FENCE RES RESIDENCE E/P EDGE OF PAVEMENT RET RETENTION / RETAINING E/W EDGE OF WATER RNG RANGE ELEC. ELECTRIC R/W RIGHT -OF -WAY ELEV ELEVATION SAN SANITARY ENCL ENCLOSURE SBT SOUTHERN BELL TELEPHONE EM ELECTRIC METER SCN SCREEN ESMT EASEMENT SE SOUTHEAST F/C FENCE CORNER SEC SECTION F/L FENCE LINE SEW SEWER FF FINISHED FLOOR SN &D SET NAIL & DISK LD #2102 FH FIRE HYDRANT SP SCREEN PORCH FIP FOUND IRON PIPE SR &C SET 5/8 ROD & CAP LB #2102 FIR FOUND IRON ROD SR STATE ROAD FN FOUND NAIL SRC SET REFERENCE CORNER FND FOUND STA STATION FN &D FOUND NAIL & DISK STM STORM FN &T FOUND NAIL & TAB STY STORY FP &L FLORIDA POWER & LIGHT SUBD SUBDIVISION GAR GARAGE T TANGENT G/W GUY WIRE TB TOP OF BANK HW HEAD WALL TBM TEMPORARY BENCH MARK ID IDENTIFY, IDENTITY TRANS TRANSFORMER INV INVERT TWP TOWNSHIP IR IRON ROD TYP TYPICAL IP IRON PIPE UE UTILITY EASEMENT L LENGTH UGD UNDERGROUND LB LICENSED BUSINESS WD WOOD LC CHORD DISTANCE WM WATER METER LD LEGAL DESCRIPTION WV WATER VALVE LFF LOWEST FINISHED FLOOR LP LIGHT POLE LS LAND SURVEYOR CENTERLINE CENTER ANGLE x x METAL FENCE WOOD FENCE ❑ ❑ CONCRETE FENCE LANE SURVEYORS Established in 1975 PALM BEACH COUNTY (561) 737 -6546 BROWARD COUNTY: (561) 391 -4388 FAX: (561) 734 -7546 219 S.E. 23rd AVENUE (GOLF ROAD) POST OFFICE BOX 759 BOYNTON BEACH, FLORIDA 33435 AFFILIATE MEMBER FLORIDA SURVEYING AND MAPPERS SOCIETY 404,1 � � / ƒ: � \d 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 February 14, 2005 Mr. and Mrs. Michael Maier 2554 Avenue Au Soleil Gulf Stream, FL 33483 Dear Mr. and Mrs. Maier: 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 regular meeting held by the Town Commission on February 11, 2005, your application for a Variance to permit additions to an existing Gulf Stream Bermuda style structure that do not conform with all standards for this architectural style and do not represent a logical extension of the existing structure, a Special Exception to permit additions which will not encroach into any setback areas to a structure with an existing non - conforming front setback and a Level 3 Architectural/Site Plan Review to permit one -story additions consisting of 1,166 square feet to an existing Gulf Stream Bermuda style dwelling at the above address were considered. A variance was not necessary based on a finding that the addition represents a logical extension of the structure. The Level 3 Architectural Site Plan Review and Special Exception were approved as requested. Enclosed is a copy of the legal ad and the invoice from Palm Beach Newspaper showing the charges for the legal ad to be $810.00. Please make your check payable in this amount to the Town of Gulf Stream, as we have already paid Palm Beach Newspapers. If a building permit including aforementioned improvements is not applied for by February 11, 2006, these approvals shall expire. Sincerely, Y nne E. Eckert, CMC Deputy Town Clerk cc: Mr. Baccari, Architect 100 SETA ROAD, GULF STREAM, FLORIDA 33483 ��P O p w m e m �% i ��r " a . : . ` I t I N A k2 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 STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM Telephone (561) 276-5116 \ / , " Fax (561) 737 -0188 +, r Town Manager KRISTIN KERN GARRISON - " Town Clerk '. - - -f•: '; RITA L. TAYLOR AFFIDAVIT NOV 15 2004 Town of Gulf Stream, FL BEFORE ME THIS DAY PERSONALLY APPEARED k c-t, A .r_ )I / Mai e r- 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. *streets and waterways are excluded from this distance THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: I'T 44r, PL.Aoa AU ocE PLAT 8acr, a7) FAQ 61 , PALM 1�)FACH QDUkn4,r FURTHER AFFIANT SAYETH NOT. SWORN TO AN DESCRIBED BEFORE ME THIS (SIGNATURE) S DAY OF / k20 I . , (1 i% (NOTAR PUBLIC) MY COMMISSION EXPIRES: F" BLANCHE M.JACOBS z, Notary Pubic - State of Florida ms/ yyvonne /appforms /affidavid6 /l3 /00 MyCalTi- -io,bpi,- Feb19,20D5 <. Cr.nmr-m ion # ODD02425 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR., Mayor JOAN K. ORTHW EIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) ,1 AGENT AFFIDAVIT Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager KRISTIN KERN GARRISON Town Clerk RITA L TAYLOR BEFORE ME THIS DAY PERSONALLY, APPEARED (Owner) O 1 ,� Ae— t A , tA46. nv— , 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: (_t Y4 ?(,A C- LF- ALA S o L O�:- / C_ � 1>LA-t— Z7, PACT E- (� , >m 1 AA Sea c� AGENT'S /(S) NAME: T> LE 9?,A PJ C, COMPANY OR FIRM NAME: eD (g LA, \j A!GcH /7-EC7T AGENT'S ADDRESS: it Z S �-- i.A & W s, IrC. 1314-el D AGENT'S PHONE: SZ -- ';-'z 5- - 3 4 0 3 FURTHER AFFIANT SAYETH NOT (OWNER SIGNATURE) �� SWORN TO AND SUBSCRIBED BEFORE ME THIS I I DAY OF �J D y- -, 20 ri �F , �C (NOTARY PUBLIC) MY COMMISSION EXPIRES: YVONNE E. ECKERT ms/ yvonne /appforms /affidavitowner /8/2 �:�= EXPIRES: October 2U, 2007 f;oF �,•' Bonded Thru Notary Public Underwriters 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Co 14w4 y TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR., Mayor JOAN K ORTHW EIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) AGENT AFFIDAVIT Telephone (561) 276 -5116 Fax (561) 737 -018B Town Manager KRISTIN KERN GARRISON Town Clerk RITA L TAYLOR e RE r_ -WEU� NOV 15 2004 Town of Gulf Stream, 1- I- BEFORE WE THIS DAY PERSONALLY APPEARED (Owner) A__ ► C-11 A� I A . 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: LT 44, PL.60 ,kJ 16091 L.- , PLAri EMK Z-71 PAee &!9, PALM 13E40H CCUk1TY, AGENT'S /(S) NAME: %.JOh J G . E�Ac(ZA q COMPANY OR FIRM NAME: .JOHN G • E4GQAFRl . AFOH17-17---r AGENT'S ADDRESS: 112 N •E E. FlM5T AVE, P51-N T 1354Cftl FtONpA AGENT'S PHONE: f... (, 1-4,3 , act FURTHER AFFIANT SAYETH NOT. (OWNER SIGNATURE) 424' SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF Na V. , 20 0 y MY COMMISSION EXPIRES: ms /yvonne /appforms /affidav ito caner /8/2/00 100 SEA ROAD, GULF STREAM, FLORI WBLANCHE M. JACOBS Notary Public - State of Florida �' A4yCaTrr�rrxt 6cpies Feb 19,2005 CoTmWon # DD002425 JOHN G. BACCARI AR 006457 ARCHITECT PLANNER email atect @bellsouth.net 112 N.E. FIRST AVENUE DELRAY BEACH,FL. 33444 FAX 561.243.1055 TELEPHONE 561.243.0055 December 3, 2004 Mr. William Thrasher Town Manager Town Of Gulf Stream 100 Sea Road Gulf Stream, Florida 33483 Dear Mr. Thrasher 112 N.E FIRST AVENUE DELRAY BEACH, FL.33444 As our discussion by telephone today I am submitting a clarification and correction to Area Calculations on sheet A -1. The following are the revisions; EXISTING SQUARE FOOTAGE CALCS, RESIDENCE = 2,454 S,F. RESIDENCE UNDER A/C = 2,010 S.F. LESS GARAGE LOT AREA = 14,398 S.F. PERMISSABLE BUILDABLE AREA = 14,398 X .33 = 4,751 S.F. ADDITION PERMITTED = 4,751 — 2,454 = 2,297 S.F, TOTAL ADDITION INCLUDING ROOF OVERHANGS = 1,385 S.F. TOTAL RESIDENCE SQUARE FOOTAGE INCLUDING ADDITION = 3,839 S.F. I believe this will clarify and satisfy your questions. Thank you for your assistance in these matters. TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 14, 396 5lf Effective Lot Area 14,E 346 0'r FAR Calculations EXISTING DEMO NEW NET 1St Floor Living 2,010 rarw Ceilings over 15' (double) �. r 2 "d Floor Living 1St Floor Covered (porches, overhangs > 2 %) 2nd Floor Covered Awnings > 3' and screen enclosure (at 50 %) Garage 444 g-C Gross Floor Area 21 415+ 5.F 3�v2>DS1r Out Buildings Total Floor Area Proposed First 20,000 X.33 4- ?51 O.P. Over 20,000 X.20 -- Total Allowable FAR Per Manual *M51 5F Total Hardscape Area •RECEIVED• NOV 15 2W4 Town of Gulf Stream, FL Required Landscape Area (lot size x 40 %) Actual % Landscape Open Space Area 68 o /b. Deputy /Constitems /Sitedata /11 /01 To Whom It May Concern: I hereby list Mr.John Baccari as my agent/ architect actin on my behalf pertaining to the design and implementation of plans and drawings with regard to the proposed site addition residence at 2554 Avenue AuSoleil, Gulfstream Fl 33483. Signed and notarized on November 12, 2004. Michael Maier Nota witnessed) MARY F. CARAWAY 4:= MY COMMISSION # DD 052067 -�' EXPIRES: August 22,2005 Bonded Thru Notary Public Underwriters g in all matters architectural to my primary •RECEIVE®o Nov 15 211 Town of Gulf Stream, FL On Account Purchase PBC PROPERTY APPRAISER 301 NORTH OLIVE WEST PALM BEACH, FL 33401 10/7/2004 9:36:18 AMInvoice # 10830 Cashier ID: CP Station ID: CP # of items: 3 BACCARI DL: A JOHN G BACCARI 112 N E FIRST AVE DELRAY BEACH FL 33444 561.832.9110 ------------------------------------------------ ------------------------------------------------ Description Item # Print Lines Per Thousand 502 Labels Per Thousand 504 Variance - 8 1/2 x 11 520 ------------------------ ------------------------ Sub Total Grand Total Old balance: $0.00 New Sign: MAP #844 THANK YOU HAVE A GREAT DAY $3.36 $3.36 ------------------------------- ------------------------------- Quantity Price 0.21 @ $1.01 $0.21 0.021 @ $7.25 $0.15 1 @ $3.00 $3.00 ------------------------------- ------------------------------- 1017/2004 8:41:12 AM 20.43.46.04 -22. 000 -0440 MAIER MICHAEL A & 2554 AVENUE AU SOLEIL DELRAY BEACH FL 33483 - 6102 12.43.46.04.28. 000 -0020 SHEFFER PROPERTIES 2201 N FEDERAL HWY DELRAY BEACH FL 33483 - 6013 12- 43.46.04.31. 000.0020 BORTON MOTORS INC 2201 N FEDERAL HWY DELRAY BEACH FL 33483 - 6013 20.43.46.04.00. 000.5120 FINDMSA641A 1314 MARCHINSKI RD JUPITER FL 33477 - 9427 20.43 -46- 04.22- 000 -0310 BIANCHINI JASON F & 2576 AVE AU SOLEIL DELRAY BEACH FL 33483 - 6102 20- 43- 46.04.22. 000.0320 AURI ROCCO & 2570 AVENUE AU SOLEIL DELRAY BEACH FL 33483 - 6102 20- 43- 46- 04 -22- 000 -0330 CAPRIO CARL R 128 MURRAY AVE YONKERS NY 10704 -1147 20- 43- 46.04 -22- 000 -0340 WOOD JAMES M & JOHN E STEIGER J M WOOD & J E STEIGER TR HLDR 2588 AVENUE AU SOLEIL DELRAY BEACH FL 33483 -6102 20.43.46.04.22. 000.0350 PARPARIAN PASQUALINE A PASQUALINE A PARPARIAN TR HLDR 2516 AVENUE AU SOLEIL DELRAY BEACH FL 33483 - 6102 Property Appraiser GIS Parcel List by Parcel Control Number Radius: 0 - 300 ACRES- 0 SALE INST- WD MTG- N18 VALUE - 313198 PRICE - 227000 PUSE -0100 TAXBL- 172689 DATE - 1/20/1998 TAXDIST -20984 BLDG - 143198 BOOK -10193 NAV -00300 LAND - 170000 PAGE -236 EXC -HX,HX ACRES- 4.8 SALE INST- WD MTG - VALUE-0 PRICE -0000000 PUSE -2700 TAXBL- 2590957 DATE - 9/20/2001 TAXDIST -12984 BLDG - 1128538 BOOK -12921 NAV- 00300,00412 LAND- 1462419 PAGE -64 EXC - ACRES- 3.17 SALE INST- MTG - VALUE-0 PRICE- PUSE -2700 TAXBL- 3030054 DATE- TAXDIST -12984 BLDG- 2062836 BOOK- NAV- 00300,00412 LAND- 967218 PAGE- EXC - ACRES- 11.48 SALE INST- MTG - VALUE-0 PRICE- PUSE -8000 TAXBL -0 DATE- TAXDIST -20984 BLDG -3060 BOOK- NAV - LAND- 1653120 PAGE- EXC -02 ACRES- 0 SALE INST- QC MTG - VALUE- 513868 PRICE -10 PUSE -0100 TAXBL - 406490 DATE - 5/11/2001 TAXDIST -20984 BLDG - 353868 BOOK -12547 NAV -00300 LAND - 160000 PAGEA87 EXC -HX,HX ACRES- 0 SALE INST- WD MTG - VALUE- 513894 PRICE -55000 PUSE -0100 TAXBL- 335210 DATE - 8/111985 TAXDIST -20984 BLDG - 363894 BOOK -04633 NAV -00300 LAND - 150000 PAGE -0140 EXC -HX ACRES- 0 SALEINST- QC MTG- G24 VALUE -0 PRICE -100 PUSE -0100 TAXBL- 360704 DATE - 10/1/1995 TAXDIST -20984 BLDG - 185704 BOOK -08993 NAV -00300 LAND - 175000 PAGE -0973 EXC - ACRES- 0 SALE INST- WD MTG - VALUE- 281366 PRICE -100 PUSE -0100 TAXBL- 130776 DATE - 81111994 TAXDIST -20984 BLDG - 126366 BOOK -08382 NAV -00300 LAND - 155000 PAGE -1551 EXC -HX ACRES- 0 SALE INST- QC MTG- C29 VALUE - 295791 PRICE -1 PUSE -0100 TAXBL- 194106 DATE - 2/18/2002 TAXDIST -20984 BLDG - 140791 BOOK -13438 NAV -00300 LAND - 155000 PAGE -566 EXC -HX Page 1 OF 3 PLACE AU SOLEIL LT 44 BORTON MOTORS LT 2 BORTON MOTORS PL 2 LT 2 4- 46-43, SE 1/4 OF SW 1/4 OF SE 1/4 & SW 1/4 OF SE 1/4 OF SE 114 LYG W OF CNL IN DB642P14 BEING MSA 641A PLACE AU SOLEIL LT 31 PLACE AU SOLEIL LT 32 PLACE AU SOLEIL LT 33 PLACE AU SOLEIL LT 34 PLACE AU SOLEIL LT 35 1017/2004 8:41:12 AM Property Appraiser GIS Parcel List by Parcel Control Number Radius: 0 - 300 20- 43- 46- 04 -22- 000 -0360 ACRES- 0 SALE INST- WD MTG- H38 PLACE AU SOLEIL LT 36 GLASS BILLY L & VALUE - 394060 PRICE - 280000 PUSE -0100 2520 AVENUE AU SOLEIL TAXBL- 242582 DATE - 11/1/1983 TAXDIST -20984 DELRAY BEACH FL 33483 - 6102 BLDG - 204060 BOOK -04098 NAV -00300 LAND- 190000 PAGE -1464 EXC -HX 20- 43.46.04.22. 000.0370 ACRES- 0 SALE INST- QC MTG- PLACE AU SOLEIL LT 37 DENTON ROBERT J & VALUE -0 PRICE -10 PUSE -0100 479 FOX RIVER DR TAXBL411536 DATE - 6/21/2004 TAXDIST -20984 BLOOMFIELD HILLS MI 48304 -1009 BLDG - 226536 BOOK -17296 NAV -00300 LAND - 185000 PAGE -125 EXC - 20.43.46.04.22. 000.0380 ACRES- 0 SALE INST- QC MTG- R30 PLACE AU SOLEIL LT 38 SMITH MARILYN J VALUE -0 PRICE -10 PUSE -0000 479 FOX RIVER DR TAXBL -77760 DATE - 6/21/2004 TAXDIST -20984 BLOOMFIELD HILLS MI 48304 -1009 BLDG -0 BOOK -17296 NAV - LAND -77760 PAGE -123 EXC - 20.43.46-04-22- 000 -0390 ACRES- 0 SALE INST- 00 MTG- PLACE AU SOLEIL LT 39 WOOD JAMES M & VALUE -0 PRICE -9000 PUSE -0000 2588 AVENUE AU SOLEIL TAXBL- 139500 DATE - 1/1/1969 TAXDIST -20984 DELRAY BEACH FL 33483 - 6102 BLDG -0 BOOK -01696 NAV - LAND- 139500 PAGE -0000 EXC - 20- 43.46.04 -22- 000 -0400 ACRES- 0 SALE INST- WD MTG- PLACE AU SOLEIL LT 40 MARTINEZ JULIO M & VALUE - 478309 PRICE - 555000 PUSE -0100 2564 AVENUE AU SOLEIL TAXBL453309 DATE - 8/28/2003 TAXDIST -20984 GULFSTREAM FL 33483 - 6102 BLDG - 303309 BOOK -15899 NAV -00300 LAND- 175000 PAGE -411 EXC -HX,HX 20- 43- 46.04 -22- 000.0410 ACRES- 0 SALE INST- QC MTG- N12 PLACE AU SOLEIL LT 41 CROSSEN SHERRIE L & VALUE - 344295 PRICE -100 PUSE -0100 2566 AVENUE AU SOLEIL TAXBL- 172638 DATE - 4/12/2001 TAXDIST -20984 GULFSTREAM FL 33483 - 6102 BLDG - 184295 BOOK -12455 NAV -00300 LAND - 160000 PAGE -137 EXC -JX 20.43.46.04.22- 000.0420 ACRES- 0 SALE INST- WD MTG- PLACE AU SOLEIL LT 42 SWIFT CONSTANCE J M VALUE -0 PRICE425000 PUSE -0100 2562 AVENUE AU SOLEIL TAXBL492690 DATE - 3/15/1999 TAXDIST -20984 DELRAY BEACH FL 33483 - 6102 BLDG - 302690 BOOK -10996 NAV -00300 LAND - 190000 PAGE -1067 EXC - 20.43.46.04.22. 000.0430 ACRES- 0 SALE INST- WD MTG- PLACE AU SOLEIL LT 43 SWIFT CONSTANCE J M VALUE -0 PRICE - 125000 PUSE -0000 2562 AVENUE AU SOLEIL TAXBL- 180000 DATE - 5/1/1999 TAXDIST -20984 DELRAY BEACH FL 33483 - 6102 BLDG -0 BOOK -11123 NAV - LAND- 180000 PAGE -0584 EXC - 20.43.46.04.22.000 -0450 ACRES- 0 SALE INST- WD MTG- PLACE AU SOLEIL LT 45 MALONE JAMES M & VALUE - 343455 PRICE - 240000 PUSE -0100 2550 AVENUE AU SOLEIL TAXBL- 194972 DATE - 9/1/1993 TAXDIST -20984 DELRAY BEACH FL 33483 - 6102 BLDG - 173455 BOOK -07895 NAV -00300 LAND - 170000 PAGE -0531 EXC -HX Page 2 OF 3 10/7/2004 8:41:12 AM 20- 43- 46- 04 -22- 000 -0460 GUNTHER JANE D JANE D GUNTHER ET AL TR HLDR 2546 AVENUE AU SOLEIL DELRAY BEACH FL 33483 -6102 20.43- 46- 04 -22- 000 -0470 KOLEA JAMES J & 2542 AVE AU SOLEIL DELRAY BEACH FL 33483 - 6102 20.43.46.04 -22. 000.0480 MCDONALD E F JR & 2538 AVENUE AU SOLEIL DELRAY BEACH FL 33483 - 6102 Property Appraiser GIS Parcel List by Parcel Control Number Radius: 0 - 300 ACRES- 0 SALE INST- WD MTG- PLACE AU SOLEIL LT 46 VALUE - 363760 PRICE -100 PUSE -0100 TAXBL- 219721 DATE- 10/1/1997 TAXDIST -20984 BLDG - 193760 BOOK -10056 NAV -00300 LAND- 170000 PAGE -1032 EXC -HX ACRES- 0 SALE INST- WD MTG- PLACE AU SOLEIL LT 47 VALUE - 648292 PRICE - 1170000 PUSE -0100 TAXBL- 452061 DATE - 8/10/2004 TAXDIST -20984 BLDG - 448292 BOOK -17385 NAV -00300 LAND - 200000 PAGE -1312 EXC -HX ACRES- 0 SALE INST- WD MTG- PLACE AU SOLEIL LT 48 VALUE - 822667 PRICE440000 PUSE -0100 TAXBL- 411487 DATE - 5/1/1996 TAXDIST -20984 BLDG -47667 BOOK -09292 NAV -00300 LAND - 775000 PAGE -1873 EXC -HX,HX Page 3 OF 3 10 -07 -2004 C = Condo Flag S 20- 43- 46- 04 -22- 000 -0440 12- 43- 46- 04 -28- 000 -0020 12- 43- 46- 04 -31- 000 -0020 2043- 46- 04 -00- 000 -5120 20- 43- 46 -04 -22- 000 -0310 20- 43- 46- 04 -22- 000 -0320 20- 43- 46- 04 -22- 000 -0330 20- 43- 46- 04 -22- 000 -0340 20- 43- 46- 04 -22- 000 -0350 20- 43- 46- 04 -22- 000 -0360 2043- 46- 04 -22- 000 -0370 20- 43- 46- 04 -22- 000 -0380 20- 43- 46- 04 -22- 000 -0390 20- 4346- 04 -22- 000 -0400 20- 4346- 04 -22- 000 -0410 20- 43- 46- 04 -22- 000 -0420 20- 43- 46 -04 -22- 000 -0430 2043- 46- 04 -22- 000 -0450 2043- 46- 04 -22- 000 -0460 20- 43- 46- 04 -22- 000 -0470 20- 43- 46- 04 -22- 000 -0480 Property Appraiser GIS PCN List by Parcel Control Number f Page 1 of 1 Radius 0 - 300 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 February 4, 2005 Mr. & Mrs. Michael Maier 2554 Avenue Au Soleil Gulf Stream, Florida 33483 Dear Mr. & Mrs. Maier: Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR We received a detailed Planning Report from Urban Design Studios and are enclosing a copy herewith along with a copy of the agenda for the Commission Meeting on February 11, 2005. I forwarded these same copies to Mr. Baccari via FAX. He -should have received them by now. If you have any question, please call. Regards, Rita L. Taylor Town Clerk Encl. 100 SEA ROAD, GULF STREAM, FLORIDA 33483 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 February 4, 2005 Mr. & Mrs. Michael Maier 2554 Avenue Au Soleil Gulf Stream, Florida 33483 Dear Mr. & Mrs. Maier: Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR We received a detailed Planning Report from Urban Design Studios and are enclosing a copy herewith along with a copy of the agenda for the Commission Meeting on February 11, 2005. I forwarded these same copies to Mr. Baccari via FAX. He -should have received them by now. If you have any question, please call. Regards, Rita L. Taylor Town Clerk Encl. 100 SETA ROAD, GULF STREAM, FLORIDA 33483 PALM BEACH NEWSPAPERS, INC. The Palm Beach Post 2751 S. Dixie Hwy., West Palm Beach, FL 33405 Phone: (561) 820 -3106 Fax: (561) 820 -4340 FED ID # 58- 1633719 legals @ pbpost.com Legal Advertising Invoice Account #: 291125 Advertising Deadlines Ad # 2204775 Publish Deadline Monday Friday 3PM Description: Not: Development Approval Tuesday Friday 3PM Wednesday Monday 3PM Size: 101, Thursday Monday 3PM Friday Wednesday 'VM Amount: $810.00 Saturday Thursday 3PM Sunday Thursday 3PM Published: December 5, 29, 2004 & January 8, 2005 Town of Gulf Stream 100 Sea Road Gulf Stream, FL 33483 Page 1 of 1 Bill Thrasher To: Aircraftem @aol.com Subject: RE: Jan. 27 Meeting on Maier House Addition Michael, I am in receipt of your email requests and will give a "hard copy" of them to the Town Clerk. The tape is ready and when you pick it up you can verify that the Clerk has a copy of your email. At this time the Town has not received the revised roof plan as requested. Bill Thrasher Town Manager - - - -- Original Message---- - From: Aircraftem @aol.com [mailto:Aircraftem @aol.com] Sent: Wednesday, January 12, 2005 1:13 AM To: Bill Thrasher Subject: Jan. 27 Meeting on Maier House Addition Bill, As a follow up to our review of audio tape of the ARB meeting on Dec. 16, you announced that a resolution could not be reached, with respect to the changes presented. As a result, review of the modifications to drawings will be required by the board on Jan. 27 ( 8:30 am). I am asking at this time that a re- review of pertinent discussion on the Dec. 16 audio tape be played for the board members, in order to refresh what was finally determined by the board to be the discouraging element with respect to the family room addition, and what I was tasked to change. Also, I would like to obtain a copy of this audio tape for my file. Thank you for your time today. Regards, Michael Maier 1/12/2005 C Bill Thrasher From: Aircraftem @aol.com Sent: Friday, January 28, 2005 10:48 AM To: Bill Thrasher (� Page 1 of 1 Subject: Request for Copy of Audio Tape and Urban Design Studio Review L311 At your earliest convenience, I would like to receive a audio tape copy of yesterday's ARB meeting pertaining to the proposed changes of architectual plans and the Boards Denial. I would also like to receive a copy of the latest letter from Urban Design Studio's comments pertaining to the changes made to section C in the drawings. Please let me know when, and I will be happy to pickup these items at the Town Hall. Thank you for your help. Regards, Michael Maier 1/28/2005 Page 1 of 1 l Bill Thrasher To: Aircraftem @aol.com Subject: RE: Jan. 27 Meeting on Maier House Addition Michael, I am in receipt of your email requests and will give a "hard copy" of them to the Town Clerk. The tape is ready and when you pick it up you can verify that the Clerk has a copy of your email. At this time the Town has not received the revised roof plan as requested. Bill Thrasher Town Manager - - - -- Original Message---- - From: Aircraftem @aol.com [mailto:Aircraftem @aol.com] Sent: Wednesday, January 12, 2005 1:13 AM To: Bill Thrasher Subject: Jan. 27 Meeting on Maier House Addition Bill, As a follow up to our review of audio tape of the ARB meeting on Dec. 16, you announced that a resolution could not be reached, with respect to the changes presented. As a result, review of the modifications to drawings will be required by the board on Jan. 27 ( 8:30 am). I am asking at this time that a re- review of pertinent discussion on the Dec. 16 audio tape be played for the board members, in order to refresh what was finally_ deter_ mined by the board to be the discouraging element with respect to the family room addition, and what I was tasked to change. Also, I would like to obtain a copy of this audio tape for my file. Thank you for your time today. Regards, Michael Maier 1/12/2005 FAXCover Sheet HC93 Jon Carleen Urban Design Phone: Fax Phone: 366 -1111 Date 1 -15 -05 Number of pages including cover sheet From: RITA Town of Gulf Stream 100 Sea Rd Gulf Stream, FL 3348' 561-276-5116 Fax Phone: 561- 737 -0188 REMARKS: ❑ As Requested ❑ Urgent ❑ FYI ❑ For Your Review ❑ Reply 3 Enclosed is a copy of the original proposed plan that you reviewed for us a few weeks ago. Also enclosed is a copy of the revised plan Mr. Maier submitted to address( ?) yours and our concerns. I faxed this because I know the mail will be delayed due to the Monday Holiday. Give us a call on Tuesday to discuss with Bill in detail. Thanks. Originals to Follow by Mail: Yes I CC: Fax Phone: No _X C FAXCover Sheet Jon Carleen Urban Design (Date 1- •16 -05 Number of pages including cover sheet: 5 From: RITA Town of Gulf Stream 100 Sea Rd Gulf Stream, FL 33483 Phone: 561- 276 -5116 Fax Phone: 561- 737 -0188 REMARKS: ❑ As Requested ❑ Urgent ❑ FYI ❑ For Your Review ❑ Reply Enclosed are more of the "Maier" saga; a copy of the floor plan and elevations as originally considered and a copy of the revised floor plan and elevations. Please include them with the original and revised roof plan I sent to you yesterday. Thanks much. Originals to Follow by Mail: Yes I CC: Fax Phone: INTER - OFFICE MEMORANDUM TOWN OF GULF S'T'REAM, FLORIDA OFFICE OF THE TOWN CLERK RITA TAYLOR 12 -15 -04 DATE: Members of the ARPB TO: RE: Additional Material for Meeting on Dec. 16, 2004 Staff asked Urban Design to review the application for 2554 Ave. Au Soliel. The Urban Design recommendations are attached for your reference. Please include this with the application packet you have. Also attached are copies of the landscape plan that was submitted with the application for the new home being constructed on the corner of Lakeview and Gulf Stream Road for Mr. Souaid. This plan has been changed, in fact he has changed Landscape Contractors. The new plan is also enclosed. This matter will be requested to be added to the agenda. t-ILL I140.C4'i U4 lU -00 II)-UKbHN VtJlhN JIUUJU F'HX ;5h1 501D 1111 F'Hbt 1/ fadransmittal TO: � � I Ri �0, FROM: ae. �SWb�eam FFrc4�: �evw� DATE: FAX #: PAGES: x e-NA e-i.o i CcM Ab `CFh(k Urban Design Urban Planning Land Planning Landscape Architecture 477 S. Rosemary Avenue G \ F. mpluycce \MULINDA \FxxTnnammel.2DO4 wjKI Suite 225 - The Lofts at City Place ""s West Palm Beach. FL 33401 561.366.1100 561.369.1111 fax LCC35 r-1Lt Ivo.C4z:i 1U1J v4 1U -Do 10- UKDHIN UtJIUIV -,IUUIU 1'Hn -.501 SOU 1111 F'Hbt L' / TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT (Report Prepared by Urban Design Studio) Application #: 004 -15 Address: 2554 Avenue Au Soleil Proposed Improvement: Owner: Michael & Sandra Maier Agent: John G. Baccari, Architect One -story additions consisting of 1,166 sf to an existing Gulf Stream Bermuda style dwelling. Recommendation: Urban Design Studio agrees with staff recommendations as follows: 1. The determination to recommend approval of this variance is to be based upon whether all eight (8) standards, as defined in Section 66 -154 of the Code, have been met. UDS does not feel applicant meets standards 1 -S far a variance. 2. The determination to recommend approval of the Special Exception is based on the review of the variance request. Because the variance is not justified, the special exception can not be granted. 3. The determination to recommend approval of Level III Architectural /Site Plan is based on the review of the vari ance request. Without the variance, the level 111 application is not recommended. Based on the information received and reviewed, the additions conforms to the pool but does not represent a logical extenaiorrof tim-existing structure: If the applicant wishes to revise the plans to reduce the impact of Discouraged elements such as the angled wall, and add design elements such as shutters, the additions would be more appropriate to the existing-structure. UDS also recommends that the Town seek interpretation by the Town Attorney as to clarification as to whether an addition can be added to an existing, non - conforming structure (front setback). G:Uob.KiulfSircam Town ulUreAiloom ReviewW1AnninV"MMuer.121SO4.wpd Ulch 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 December 16, 2004 at 8:30 A.M., and the Town Commission will hold a Public Hearing on January 14, 2005 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 John Baccari, agent for Michael & Sandra Maier, owners of the property located at 2554 Avenue Au Soleil, Gulf Stream, Florida, legally described as Lot 44, Place Au Soleil Subdivision, for the following: 1. VARIANCE from the provisions in Section 70 -107 (b) (1) and (3) to permit additions to an existing Gulf Stream Bermuda style structure that do not conform with all standards for this architectural style and does not represent a logical extension of the existing structure. 2. SPECIAL EXCEPTION as provided for in Section 70 -75 (c) to permit additions, which will not encroach into any setback areas, to a structure with an existing non - conforming front setback. 3. LEVEL 3 ARCHITECTURAL /SITE PLAN REVIEW to permit one story additions consisting of 1,166 square feet to an existing Gulf Stream Bermuda style dwelling. 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: December 1, 2004 Publish: Palm Beach Post December 5, 2004 December 29, 2004 January 8, 2005 TOWN OF GULF STREAM, FLORIDA T/' )- Rita L. Taylor, Town Clerk TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 004 -15 Owner: Michael & Sandra Maier Address: 2554 Avenue Au Soleil Agent: John G. Baccari, Architect Proposed Improvement: One -story additions consisting of 1,166 SF to an existing Gulf Stream Bermuda style dwelling. Approvals Requested: Variance: To permit additions to an existing Gulf Stream Bermuda style structure that do not conform with all review standards for this architectural style and does not represent a logical extension of the existing structure as provided in Section 70 -107 (b) (1) and (3). Special Exception: To permit additions to a structure with an existing non- conforming front setback as provided in Section 70 -75 (c). Level III Architectural/Site Plan: To permit one story additions consisting of 1,166 SF to an- existing Gulf Stream Bermuda style dwelling. Gross Lot Size: 14,398 SF Effective Lot Area: 14,398 SF Proposed Total Floor Area: 3,620 SF Allowable: 4,751 SF Zoning District: RS -P Height: 16' (roof height 520' Preferred) Staff Recommendation: The determination to recommend approval of this variance is to be based upon whether all eight (8) standards, as defined in Section 66 -154 of the Code, have been met. The determination to recommend approval of the Special Exception is based on the review of the variance request. The determination to recommend approval of Level III Architectural / Site Plan is based on the review of the variance request. Considered During Review: Division 3: Variances, Section 66 -154 Standards (8) The 8 standards and Agent's explanation are on pages 6 & 7 of the application. Note: All eight (8) standards must be met to approve a variance. Section 70 -74 Setbacks. Section 70 -75 Special Exception setbacks (c) Additions to structures with existing nonconforming setbacks. (1) Minimum setback. The minimum setback (all setbacks) is the extent of existing minimum setback. (2) Specific standards for review_ (c) The exterior design of the addition sliall represent a logical extension of the existing structure and sliall be consistent with all applicable design standards in this cliapter. Architectural Review and Planning Board ARPB File #004 -15 December 16, 2004 Page 2 Note: The application has an angular wall on the south elevation that is a discouraged item in Section 70 -237 (Building Form) and does not meet specific standard (c). Note: The proposed additions "A" & "C" to the existing structure do not represent a logical extension of the existing structure as provided in Section 70 -107 (b) (1) and (3) and does not meet specific standard (c) is not met. Section 70-107 Additions and rehabilitations, and replacement of existing features. (a) Additions and rehabilitations should be designed to match the design of the remainder of the existing structure so that zMen 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 nezty structures. (b) Required. (1) For existing homes identified as having one of the styles of architecture described in article VII of this chapter, the design of the addition or rehabilitated portion shall . conform to all standards found in that article for the particular architectural style,f unless the style of the entire structure is to be changed. (3) 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. Note: The addition "C" introduces a discouraged element into the design and does not meet the review standards of this section. Note: The additions "A" & "C" do not give the appearance that they are an original part of the existing structure. Note: The additions "A" & "C" do not represent a logical extension of the existing structure in terms of location and design and use of design elements. ARPB Date: December 16, 2004 Action: Variance: Deferred to the 1/27/2005 meeting Action: Special Exception Action: Level 3 Architectural/ Site Plan Review: ARPB Date: January 27, 2005 Action: Variance: Recommend Denial (5 -0) Action: Special Exception: Recommend Denial (5 -0) Action: Level 3 Architectural/ Site Plan Review: Recommend Denial (5 -0) Town Commission Date: February 11, 2005 Action: Variance: A variance was not necessary based on a finding that the addition represents a logical extension of the structure (3 -0) Action: Special Exception: Approved as requested (3 -0) Action: Level 3 Architectural/ Site Plan Review: Approved as requested (3 -0)