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HomeMy Public PortalAboutAPP 21-16 (Large Plans in File)T own of Gulf Stream Pre -Application Checklist: Level 111 Owner's N am e: WeekeJ Address: -2-61 ' /4 ve. PART 1. APPLICATI ON REQUIREMENTS To be c ompleted by T own St aff d uri ng pre -applic ation conference . A. Revi ew and Approval Proc ess es B 1. N. Ocean Overlay Permit 2. Land Clearing Permit 3. Annexation Review 4. Comprehensive Plan Text Amendment Review 5. Demolition P ermit . Future Land Use Map Chang e Review 7. Appeal 8. Zoning code Text Amendment R eview 9. Sign Review PSite Plan Review, Level III Site Plan Revision 12 . Speci al Exception Re vi ew 13 . Subdivision R eview 14 . Variance Review 15. Rezoning Review 16. ( Oth er) # p,pnma uon Inar.rW►ldIs t` APPLICATION MATERIAL 1. Completed Development Application �.�` r i k r k '� ; } NUMBERY OF COPIES 2. Fee of1i74+ + + /.(2d--' 7 7 3. Generation Location Map (on site Plan) r/ 17 4. Site Plan (2 full size, 15 reduced to 11x17*) 17 5. Building Elevations (2 full size, 15 reduced*) ✓ 17 6. Floor Plans (2 full size, 15 reduced*) \✓ 17 7. Roof Plans (2 full size, 15 reduced*) 0 8. Perspective and/or Co lor rendering (Re commended for meeting) 1 9. Drainage Plan (if site is altered) 17 1 10. Landscape Plan (2 full size, 15 re duce d* ) 10a. Certification that Landscape Plan conforms to GS Code Section 66-1 " Ope n Front Lawn". See definition 11. Septic Tank Permit 12. DOT Driveway Permit (if on A1A, for any alteratio ns to drive) 13. DOT Landscape Permit (A1A) C1)7 14. Surve y (11" x 17") 15. Subdivision Plat 16. Concurrency Documents Q17. Proof of Ownership (warranty deed) V O 18. Agent Affidavit V. 19. List of Ad'acent Pro.ert ,wne rs Enve opes 20. Property ownersy/300' stam.ed addr- sed envelo es, no return a ddress 1 21. roperty Owners Affidavit 0 e 22. Photos of Existing Home (if applicable) �1 23. Construction Traffic Ma na gemen t Pia.'_ Prior to Pe rmit `/ Prio r to Permit 1) 24. Damage Bond ,_ ._do .J •..... ....,...:....hall ha an nriaina l full * NO TE: Where mu ltiple cop s ize (24" x 36") drawing which is signed an d sealed. All o ther copies sha ll be reduc ed to 11" x 17". Please refer to the instructio n for mo re detailed in formation. X:\DEPUTY SHARED\Fo rms\BIdg & Occ Reg Dept Forms\Level 3 Pre-Appl. Cklst.docx Page 1 T OW N OF GULF STREAM PALM BE ACH C OUNT Y, FLORI DA COMMISSI ONERS SCOTT W. MORGAN, M ayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR . JOAN K. OR THWEI N DONNA S. WHITE June 11, 2021 M r. & Mrs . Ryan Weekes 2520 Avenue Au Soleil Gulf Stream, Florida 33483 Dear M r. & M rs. W eeks: Telephone (561)276-5116 Fax (561)448-1009 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLO R This is to c onfirm that at the Public H earing held by the Town Commissio n on June 11, 2021, your appli cati on f or a Level 3 Architectur al/Site Plan R eview to permit the c onversion of the sunro om to added living space and the additions of a mast er bedroom and a pavilion, which inc lude s an outdoor kitchen at 2520 Avenue Au Soleil was co nsidere d. The application was approved and this approval shall expire on June 11, 2022 if a Building Permit Application, including the afor emention ed improvements, has not been applied for . V ery truly your s, Rita L. Taylor Town Clerk c c: R us sell Ros icki, Architect 100 SEA ROA D, GULF STREA M, FLORID A 33483 TOWN OF GULF STRE AM TOWN C OMMISSION REPO RT Applicati on #: 21-16 Address: 2520 Ave . Au Soleil Proposed Improvement: Approvals R equested: Demolition Permit: Specia l Exception: Owners: Ryan & Nic ole Weekes Agent: Russell Rosicki, Design R Architects The applicant is seeking a Level III Architectural/Site Plan Review to permit the conversi on of the sunr oom to added living space and the additi ons of a master bedroom and a pavilion, which includes an outdoor kitchen. A Demolition Permit to permit the rem odeling of the n orth side of the building which includes raising the e xisting ro of to all ow higher ceilings and the addition of a master bedro om. A Special Excepti on to permit the e ave height to be constructed at 10' 9" which is 3" over the m aximum permitted but which will match the e ave height of the ex isting porti on. Level III Architectural/Site Plan: A Level III Architectural/Site Plan Review to permit the conversion of the sunro om to added living ro om space a nd the additions of a m aster bedroom and a pavilio n, which includes an outdo or kitchen. Gross Lo t size: 18,992.16 sq. ft. Effe ctive Lot Area: 18,992.16 sq. ft. Proposed To tal Floo r Area: 5,542 sq. ft. Allo wable: 6,267 sq. ft. Zoning District: RS -C Finished Floo r: 10.73' (garage) Permeable Pro po sed: 42.38 % Height: 14' 9" Eave Height: 10' 9" Permeable Required: 40% Issues Considered During R eview: Sectio n 66-144 Standards: Regarding Level III architectural/ site plan review Section 70-70: Floo r area calculation Section 70-71: Flo or area ratio s Sectio n 70-74: Setbacks Section 70-126: Special Ex ception A rchitectural Standards Se ction 70-148: General La ndscape Standards Principles ARPB File #21-16 TOWN COMMISSION meeting: June 11, 2021 Page 2 Moti ons: Moti on to appr ove a Dem oliti on Permit to rem odel the n orth side of the building which includes raising the existing ro of to all ow higher ceilings and the addition of a master bedr oom. Motion to appr ove a Special Exception to permit the eave height to be c onstructed at 10' 9" which is 3" over the ma ximum permitted but which will match the e ave height of the e xisting po rtio n. Motion to approve a Level III Architectural/Site Plan Review to permit the conversion of the sunroom to added living r oom space and the additi ons of a master bedro om and a p avilion, which includes an o utdoor kitchen. ARPB Date: June 03, 2021 Actio n - Demo litio n permit: Approved, 5-0 Special exception: A ppro ved, 5-0 Level III architectural/site plan review: Approved, 5-0 To wn Co mmissio n Date: June 11, 2021 Actio n - Demo litio n permit: Special ex ceptio n: Level III architectural/site plan review: TOWN OF GULF ST REAM AR CHITECTURAL REVIEW AND PLANNING REPOR T Application #: 21-16 Owners: Ryan & Nic ole Weekes Address: 2520 Ave . Au S ol eil Agent: Russell R osicki, Design R Architects Proposed Improvement: The applicant is seeking a Le vel III Architectural/Site Plan Revi ew to permit th e conversion of the sunroom to added living sp ace and the additions of a m aster bedroom and a pavili on, which includes an outd oor kitchen . Appro vals Requested: Demolition Permit: A Demolition Permit to p ermit the remodeling of the • n orth side of the building which includes raising the existing roof to allow higher ceilings and the addition of a master bedr oom . Special Exceptio n: A Special Excepti on to permit the eave height to be constructed at 10' 9" which is 3" over the maximum permitted but which will match the eave h eight of the ex isting portion. Level III Architectural/Site Plan: A Level III Architectural/Site Plan Review to permit the conversion of the sunr oom to added living r oom space and the additions of a master bedr oom and a pavilio n, which includes an outd oor kitchen. Gro ss Lot siz e: 18,992.16 sq. ft. Effective Lot Area: 18,992.16 sq. ft . Propo sed Tota l Floor Area: 5,542 sq. ft. Allowable: 6,267 sq. ft. Zoning District: RS -C Finishe d Floor: 10.73' (ga ra ge) Permeable Proposed: 42.38 % Height: 14' 9" Ea ve Height: 10' 9" Permeable Re quired: 40% Issues Considered D uring Review: Section 66-144 Standards: Rega rding Leve l III architectural/ site plan review Section 70-70: Floo r area calculation Sectio n 70-71: Floor area ratios Section 70-74: Setbacks Section 70-126: Special Exceptio n A rchitectu ral Standards Section 70-148: General Landscape Standards Principles ARPB File #21-16 ARPB meeting: June 03, 2021 P age 2 Moti ons: Motion to recomm end appr ov al of a D emolition Permit to remodel the north side of th e building which includes raising the e xisting roof to allow higher ceilings and th e additi on of a m aster bedroom. Mo tion to recommend approval of a Speci al Exception to permit the eave height to be co nstructed at 10' 9" which is 3" over the ma ximum permitted but which will match the ea ve height of the existing porti on. Motion to recommend approval of a Lev el III Architectural/Site Plan Review to permit the co nversion of the sunr oom to added living room space and the additi ons of a master bedroom and a pavilion, which includes an outdoor kitchen . ARPB Da te: June 03, 2021 Action - D emolitio n permit: Special exception: Level III architectural/ site plan review: To wn Commissio n Date: June 11, 2021 Action - Demolition permit: Specia l ex ceptio n: Level III architectural/ site plan review: Town of Gulf Str eam T OWN OF GULF STRE AM, FLORIDA APPLICATION F OR DEVEL OP MENT APPROVAL This fo rm is to be used for all dev elopment re view applications to be h eard by th e Town of Gulf Stream Archite ctural Re view and Planning Board, Board Adjustmentof of Gulf Stream Instructi on Ma nu al f or Applicationn Commissi on. To compl ete th e fo rm properly, please r eview the acc omp anying Town or Deve lopmen t Review Form. Fail ur e to c omplet e thi s form properly will delay its consid eratio'n./ ARPB File # 2 �/ 1 PART II. GENERAL INFOR MATION To be completed by all applicants. A. Pro ject Info rmatio n I �' I. A.1. Project/O wner Name: Rkaar' 1. A_2. Proje ct Address: .—' W PrVe,V) V1t- A1/4 so t.e:( \ I.A. 3. Pro ject Property Lega l Desc riptio n: L c+'6 6 , ?1, ex. Gt_ 14, j at fT -40 t Pck0e %q, or e- ?obi.' c �C� L3. .c Le, :;,n ,'Fl.rc3`„* y Z fb, r�-C'v (-0-7 �detail, including # of stories, etc.) i ci,4"'\'^5 `'ee`, LA.4. Project De scription (describe in r 1� fq6ex) `tS5 s"° A- . S" i5k-04 Jai \-- pr. , (,kikl I Set -rt arei tdd renev44-f0A, Coov air 6651-i% ivi nro /N iv VtAb,=i-a sPctct 640 nay de thd ,�at�(�on . d '155 y4/t. vii w ' oC, 90 I.A.5. Square Footage o New Structu Additio n Arc hitec tural style : I.A.6. Check all that a• •ly: w� rchite ctural/Site Plan Revie No rth aO ce an Bouring (compOte section p)(c ompl ete section B) P emo ition of Structures (complete L• • Special Exceptio n (co mplete section E) Variance (complete section G) Non-residential uses (co mplete Section F) I.A.7. Propose d F. F.E: *Zrit - (Type of Foundation: IMcflo -y la 7 //Uq-n-' 4 1+ tw Owne r Informa tion 1. 6.1. Owner Address: 2- -zO�� Fax: 1.8, 2. Owner Phone Number: I. B.3. Owner Signature: C. A ge nt Information I.C.1. Agent Na me and Firm Name: f• I.C. 2. Agent Address: I. C.3. Age nt Phone Nu mber (0 ) I.C.4. Age nt Signature: Offic ia l Use Only Pre -App Date: App Date: Com Date: Decision: 4.5e-1 1 1'os;cici 1-rch;+t -J Disk. R arc- h;t 4-S F; a a , Mt,I bc4rne.- 5Z4' qv Ce ll 15'3;/ 7r1BFax ARPB Date: Recommendation: TC Da te : Application fo r D eve lo pmen t Approval, Form ADA.32000 September 2004 Pa ge 2 Town of Gulf Str eam TOWN OF GULF STREAM. FL ORIDA APPLICATION F OR DEVEL OPMENT APPR OVAL This form is to be used for all development review applications to be h eard by the T own of Gulf Stream architectural R eview and Pla nnino Board. Bo ard of Adj ustme nt a nd/ or Town Commission Tn c mm nlpte th e f orm pr op erly , please revi ew the a ccomp anyi ng Town of Guff Stream I nstructi on Man ual for Appli cati on for Devel opment R eview Form. Fail ur e to complet e thi s form properly will d elay its con sider ation . AR PB Fil e # PART It. GENERAL INFO RMATION To be completed by all applic ants. A. Project Inform ation I. A. 1. Project/Owner N am e: I.A.2. Pro ject Address: I.A.3. Projec t Pro pe rty Legal D es cription: L C i c t .P t a GQr r vi Scs % (' dI'i fi{-d • aj % ht 1 .� — /3 d r" 1 ,iI F � � sr •i�t� try +ice t� l tier. ial/ Li• r -_ co d1 «-\ v ti c (cam .s1 'Ftut�6,J I.A.4. Proje ct De scription (desc ribe in detail, i ncludi ng # of st ones, ete .) •. 4,35 2., sf�Fs. sy- % S';ry:O SF�,,\ } Fha^n , (,1/4-1 Li sq d I r crze4v�a1, 4 (owed -Y ex tbh'y 114 S!(,`i'�r� 9ctnCC 0.11 + 6+ S�eCt_ ) Aukr fctvr{;O n. I_A.5. Square Foo tage o Ne w Structure Addition, 155 9CA_ w/ ►1C ;ct) .tE}{C SQ(2 4 io 5 'f - A rc hitec tu ra l style: Speo n�S b�. b' \J2) •-4"46 .S RuCr can NLc - WCLi'Ce •S 2-1-) PN t?toMt- /tit I.A.6. Check alt that ly: O rchitectura WS ite Pla n Re vie4 North Ocean B oulevard Overlay ( compl ete cc+ rtinn PI Ctlamnlitinn nf Cfrt trh.!r pc /rnrnn loto cortrowrr. ! an ri rrino rinn b-nrnntotn onrfinn ri+ Specia l Exce ption (complete section E) Va riance (complete secti on G) Non-residential uses (comple te Section F) I. A 7 Propo sed F.F. E: _ }ct1_Ep;iLr L:R_'t:A.Type of Foundation: V)irnc•-'(n % u,1,h-,V ,„t (4tt.n<.1. S. Owne r In forma tion 1.8.1. Owner Address: 2520 Ain C -13(-e- `' 1.8. 2. O wner Pho ne Number: 5 ( t 1 ; t9 , 1 L Fax: �y 1.8.3. Owner Signature:' �% � 1 1 tL W pi.Ll7 C. A gent Information 5e t�0C1(,)•‘i ,�-(&Ifc r, C4l Dc u ,�rnnt iAririrecc$k l g archtt 5 F� (. I. C.I. Age nt Name and Firm N ame : P. � (� i_I J) i1w%n') I, 119c-4rr'e �L- ""2. ?9 ; ' (itV _ // I.C. 3. Agent Phone Nu mbe r (0) Ce lli Y.3// 514 Fax I 4 Age nt Signa ture: 1 T 1 r n Official Use Only Pre -App Date: App Date: Decision: ARPB Da te : Recommendation: Tf� r `-t tn Applica tion for D evelopme nt Approval. Fo rm ADA. 32000 September 201. 14 Pa ge 2 Town of Gulf Str eam PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be c omplet ed by all applicants after pre -applicati on confere nce with T own Staff . Please be co ncise but brief. Attach additional sheets only when n ecessary and be s ur e to incl ud e the appropriate a nd c omplete questio n number for each respo nse. A. Proj ect De scription and Ju stification III.A.1. In what zoning district is the project site located? III.A.2. Is the project compatible with the intent of the zoning district ? es No ,eXiS1ih5 S1✓►e t` Av i�c.l P�I n�S � ,�'erc%n'��1� Explain: Ncr1n';� dd ac add h' o' dt - .ke 3 (Iavi l 0.1 III.A.3. Is the project consistent wittt the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? es No Explain: cy\cAY\It- Al) land i n5{- Cr OCC.le6' � 9 III. A. 4. How are ingress and egress to the property to be provided? 2 vC A--vantit,e- A -LA 14 A D ads 'j'-(4+1/v4A145 eiZede--d) III. A.5. a. b. c. d. e. f. 9. h. Rs —r How are the following utilities being provided to the property? Stormwater Drainage . e,51 -1‘`'l,5 Sanitary Sewer .tX 1 St ► n Potable water-ex;s' �1` Irrigation Water Electricity Te le phone Gas Cable Televisio n <x 1Sfii' n_) 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 To wn of Gulf Stream Code. (Attach additional sheet if necessary. ) �,i St�bV-k-51 I t sc .� 4 arc and ar- � eel �, ,Mctkti1-cklns Ch�trc-�.� rove jeAn1STk- � is m PART IV. ADDITIONA L INFO RMATION Section A is to be completed by all applican ts after pre -application conference with Town staff. Answering "Yes" to any questio n in Section A requires the completion of additional Section s as indicated. A. Additional Approv als /Re quirements area within fifty feet (50') of the Al A (North Ocean Boulevard) (If "Yes", Se ction B of this part mu st be complete d. ) IV.A.1. Does the project involve I right-of-way? Yes IV.A. 2. Does the pro je ct involve the demolition of one or more structures? Ye No (If "Yes", Section C of this part must be co mpleted.) IV.A.3. Does the project inv olve the clearing or the filling of any portion of an exis g vacant lot or mo re than fifty percent (50%) of the landscape area of a developed lot? Yes No (If "Yes" , Section D of this part must be completed.) IV .A.4. Do es the project require approval of a Special Exce ption? Yes No (If "Yes", Section E of this part must be comple ted.) IV.A.5. Is the proj ct at variance with any regula tions co ntaine d in the Zo ning Code? Yes lo j (If "Yes", Se ctio n G of this part must be completed. ) Application for Development Approval, Form ADA.32000 Septe mbe r 2004 Page 3 Town of Gulf Stream B. Projects Requiring North O cean Bo ulevard O verlay Permit Af/At IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what ext ent? b- ore-¢4SL 1 i ✓ ►� h �1 C� IV. B.2. Describe the n eed and justificati on for the disturbance/addition: J om a; v 5, , r1.c. ► \ y IV.B. 3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible la ndscape f eatures or plant mat erial that de stroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Ye s Explain: iV IV. B. 4. How is the design consistent with the Al A La ndscape Enhanc ement Proj ect? IV.B.5. What mitigation is proposed so that the disturbance/additi on has the least impact possible to the visual and aesthetic quality of the No rth Ocean Boulevard Overlay District: C. Projec ts Requ iring 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? ZA21. „, t I 139 IV.C.3. What is the landmark status of the structures to be demolished? Ne 0. (Q (L 5 � io Z2 tr57 D. Projects Requirin g a Land Cle aring Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Ove rlay District: IV.D. 2. Describe the need and justificatio n for the remov al/relocatio n: IV.D.3. How is the removal from the project site of vegetation to be mitigate d: IV. D.4. How are the remaining and relo cated and vegetative taterials to be protected and preserved during the land clearing and constriction activities IV.D.5. What replace ment materials are propo sed? Application for Develo pme nt Approval, Form ADA.32000 Septembe r 2004 Page 4 Town of Gulf Str eam E. Projects Requiring Sp ecial Exceptions IV .E.1. Is the proposed use a permitt ed Special Ex cepti on use? Yes No Code Section: IV .E.2. How is the use designed, located and proposed to be operated so that the public h ealth, saf ety, w elfare, and morals will be protected? IV.E. 3. Will the use cause substantial injury to the value of other pr operty in the neighb orhood where it is to be lo cated? Y es No Explain: IV.E.4. How will the use be compatible with adjoining development and the character of the District wh ere it is to be located? IV.E. 5. What landscaping and screening are provid ed? IV.E.6. Doe s the use conform with all applicable re gula tions governing the District wherein it is to be located? Yes No Explain: F. No n -Residential Projects of Greater than 2 Units IV.F. 1. If co mmo n area facilities are to be provided, describ them and how they are to be maintain ed: A IV .F.2. If recre atio n facilitie s are to be prov ided, de scribe them and their potential impacts on surro unding Properties. IV. F.3. For each of the following, list the number pro vided and the ir dimensio ns: Loading Spaces: Standard Parking Spaces: Sma ll Car Parking Spa ces: — Handicapped Parking Space s: Driveways/Aisles: Applica tio n fo r Developmen t A pproval, Fo rm ADA.32000 September 2004 Page 5 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? IV.G.2. What does the Zoning Code require for this specific site? IV.G.3. What is proposed? IV.G.4. What is the total variance requested? IV.G.5. The following 8 mandatory variance fi ndings from S ection 66-154, must be addressed: (Attach additional sheet if necessary .) (1) What specific conditions and circumstances to othert which are ands, structures, or the eld land, structure, the rsamebzoning ing involved and which are no t pp district? (2) Did the special conditions and circumstan ces result fr om the acti ons 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 sa me zoning district? Yes No Explain: the Ordinance ive he li cant of (4) How would a lite rallye njoyed other the properties innthefsame zo ning district under rthetsam epterms of the rights commonly e) y by and work unnecessary and undue hardship on the applicant? (5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? Yes No Explain: (6) Will granting the variance permit a ny pro hibited use to be established or re-establishe d: Yes No (7) Is the requeste d variance co nsistent with tthe he go als, No po licies, and objectives of the future Land Use M ap . of the adopted Comprehensive Plan? f the ce (8) Will the variance be in harmony with the rdetrimentalal intent antlo the pubpurposeic we lfare ? Zoning Oye s an No and no t be injurious to the are a involved or otherwise Explain: Application for Development Approval, Form ADA. 32000 Page 6 Se pte mber 2004 Town of Gulf Stream H. Projects requiring Rez oning /4 IV.H.1 . What is the Future Land Use designatio of the project site? IV.H.2. If the project involves a Rez oning, Zoning Code text change, Future Land Use Map change, Comprehensive Plan text chang e, or any combination thereof, please describe the need and justification for the request. PART V. OPTIONAL INFORMATI ON This entire Part is optiona l for all applicants . Applicants are encouraged, but not required, to provid e any a dditio nal releva nt information re garding the project that was not c overed elsewhere on this form or on any of the other , materia lsmasubmitted with the applicatio n. - 'Ike ' -e X t5VIA ii‘n 01t' 'EN N cr co SS A l'�ln 16 -Se-c-(- \ nf T t e_ VI 0 .ne- LAA \ c-e.V\-'c,1 A - tA)t__ VoNie_ \AA -en -Hon-) (1-E- voc\k-th iv() `\ '\(\ic._ -e--)6\--1 (1,D 1 CONCSC `'--.J -- U3 o c (D 06 r - Mot: le)) -I ' 's-�--i it7 r i3 VV c k s(n1Me_ S 1o`QeiS k'2,- - - `R-{' -1-za 1 1 S `c•r- cxr ; -k--i0 A (VIC) t,3 Le We-- are . (e -V0, J e Qra9e_ srbfi.. er-cfosek In`y) - '� robfl (; d Go (1 nb-rt- -A V\ e -IA) 111/4.5A0c-A) C\+- 01' 'CM caein3 tAdtki, 41) V1/0 -Ch bakiat_e_ ,e ,, 0 `is H & eiaS-� - ► ' G AW- Page 7 -CIA `1 Applic ation for Deve lopme nt Approval, Form ADA. 32000 Se pte mber 2004 SCALE:1 "=40' 2520 A VENUE AU SOLEIL, DELR AY BEACH, FL.33483 CURVE TABLE CHORD LENGTH LENGTH RADIUS DELTA C1 39 .27' 25 .00' 90°00'00" 35 .36' FOUND NAILo AVENUE AU SOLEIL AND DISC 1 23' ASPHALT ROADWAY 50' RIGHT-OF-WAY FOUND 1/2" IRON ROD LOT 35 FENCE 7. 8'W i O 16 IN 12.0' U.E. /D. E. (PLAT) CO FENCE 2.6' S 9.1' W LOT 38 72.12' 90°00'00" 'FENCE 0.8' E 52.4' FENCE 6.9' S 5. 4' E 90°00'00" _x --- x ---- x - SET 1/2" IRON ROD AND CAP "NEXGEN 8111" LO CV WM. 78.76, 166°51'40" LOT 37 POINT OF CURVATURE AND pNAIL CSC 103°08'20" zo SET 1/2" IRON FENCE ROD AND CAP 1.4' S "NEXGEN 8111" POINT OF CURVATURE FOUND NAIL AND DISC AERIAL PHOTOGRAPH (NOT -TO -SCALE) 0 O 't19°1-7 D*17(54` pO �O�d'� p9A2 o zC O L ago Q J O Q oco - ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND M EASURED UNLESS OTHERWISE NOTED SHEET 1 OF 2 (SKETCH OF SURVEY) - SEE SHEET 2 OF 2 FOR LEGAL DESCRIPTION, AND OTHER SURVEY RELATED DATA. SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS The survey map Sc report or the copies thereof are not and seal of a F lorida licensed surveyor and mapper Date of Field Work : 06-26 -2020 Drawn By: Oleg Order #: 93653 Last Revision Date: 06-26 -2020 B oundary Sur vey prepared by: LB8 111 NexGen Surveying , LLC 5601 Corp orate Way, Suite #103 West Palm Beach, FL 33 40 7 561-508-6272 valid without the digital signat ure .HIS SEAL APPEA RING ON THIS DO CUP J WA S AUT HO RIZED 8Y .* C LYDE 0, MC NEA L *. P5M 18 83 ON 06-30,2020 STATE OF 3 FLORIDA SHEET 2 OF 2 (CERTIFICATIONS) SEE SHEET 1 OF 2 FOR SKETCH OF SURVEY. File #: SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS Order #: 93653 LEGAL DESCRIPTION OF: 2520 AVENUE AU SOLEIL, DELRAY BEACH, FL, 33483 LOT 36, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 27, PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. CERTIFIED TO: RYAN WEEKES AND NICO LE WEEKES, HUSBAND AND WIFE BLADE TITLE COM PANY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FLOOD ZONE: 12099C0981F ZONE: X500 EFF: 10/05/2017 SURVEY NOTES: - DRIVEWAY CROSSES THE BOUNDARY LINE ON EASTERLY AND NORTHERLY SIDE OF LOT AS SHOWN. - FENCES LIE NEAR BOUNDARY LINES AS SHOWN, OWNERSHIP NOT DETERMINED. - FENCES EXTEND THROUGH UTILITY AND DRAINAGE EASEMENT ALONG SOUTHERN BOUNDARY LINE AS SHOWN. - FENCES CROSS THE BOUNDARY LINES ON SOUTHERLY AND WESTERLY SIDES OF LOT AS SHOWN. - CONCRETE WALL EXTENDS THROUGH UTILITY AND DRAINAGE EASEMENT ALONG SOUTHERN BOUNDARY LINE AS SHOWN. LEGEND A/C WM AL (C) (M) P.O.B. P .O .C. P.B. PG U.E. D .E. P. U .E. L.A.E. C .M.E . O .H .E R (R) O .R .B. Sq . Fr. Ac . DB (0) (P) EOW TOB OHL C/0 ELEV FF LS LB PSM —x" t -AIR CONDITIONER -WATER METER -ARC LENGTH -CALCULATED - MEASURED -POINT OF BEGINNING -POINT OF COMMENCE MENT -AND -PLAT BOOK - PAGE -UTILITY EASEMENT - DRAINAGE EASEMENT - PUBLIC UTILITY EASE MENT -LIMITED ACCESS EASEMENT -LAKE MAINTENANCE EASEMENT -OVERHEAD EASE MENT -RADIUS -RECORD -OFFICIAL RECORDS BOOK -SQUARE FEET -ACRES -DEED BOOK -DEED -PLAT -EDGE OF WATER -TOP OF BANK -OVERHEAD LINE -CLEAN OUT -ELEVATION -FINISHED FLOOR -LICENSED SURVEYOR -LICENSED BUSINESS -PROFESSIONAL SURVEYOR & MAPPER -FENCE -NUMBER -PLUS OR MINUS -ASPHALT -CONCRETE -PAVER/BRINCK -WOOD -LIGHT POLE -WELL -WATER VALVE -CENTER LINE -CATCH BASIN -FIRE HYDRANT -UTILITY POLE -MANHOLE -ELEVATION SOM E ITEMS IN LEGEND M AY NOT APPEAR ON DRAW ING. GENERAL NOTES: 1) THIS SURVEY I5 BASED UPON RECORD INFORMATION BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERW ISE NOTED. 2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM NEXGEN SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT 8E RESPONSIBLE FOR DAMAGES RESULTING SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 4) GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS • DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6) ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 1929) OR NORTH AMERICAN VERTICAL DATUM (N.A. V.D. 1988). 7) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 8) CORNERS SHOWN AS "SET" ARE 5/8" IRON RODS IDENTIFIED WITH A PLASTIC CAP MARKED LS (LICENSED SURVEYOR) NEx,N Re al Estate Sev ic es, LLC www. NexGenSurveying.com 561.508.6272 Fax: 561.508. 6309 LB 8111 5601 Corporate Way 1 Suite 103 West Palm Beach, FL 33407 PL AAL RIIBCI' CIL EMI Rpm =NA TU RE: WEEKES RESIDENCE ALTERATION LEVEL III 2520 AVENUE AU SOLEIL TOWN OF GULF STREAM MATCH IXISTING RAFTER TAILS (TYP) EXIST. LANDSCAPING (Tr) MST. RIDGE FRONT VIEW NORTHWEST MATCH EXISTING RARER TAILS (TYP) REAR VIEW SOUTHEAST REAR VIEW NORTHEAST PROPOSED OUTDOOR KITCHEN FRONT VIEW SOUTHWEST NEW RIDGE MEET W/ COST. ELEVATE WALL AND ROOF AT EXISTING GARAGE NEW WINDOW AT GARAGE (MATCH OPPOSITE WNDOW) EXISTING WINDOWS, STUCCO & BARREL ELEVATE WALL AND ROOF AT EXISTING GARAGE TILE ROOF TO REMAIN (UON AS NEW) EXIST. LANDSCAPING (TYP) PROPOSED OUTDOOR KITCHEN UNDER NEW PAVILION CONVERT FORMER SUNROON TO LM NG RM UNDER NEW PAVILION OUNl3 112. IRON RO LOT 55 NT±VctRIY g 72 12' 60(0 �NCE 6.9' S S'V "FENC 0.8' E 52A POINT OF CURVATURC- �..(3? FOUNDNAIL ANb WM_ 78.76 160'51 491- .- a w FENCE I4,2 3 r° \N 54'S I iy 8n rttc ky 70. 2' - 9.0▪ ' ALL -L__ ' LOT 36 RESIDENCE ✓ # 2520 2 a 1\'42' A _A4g50' AVICk -- M40 CA P ROO N 111• O ,N E L0151 49.0 8.0' 0 3, 4' 34 amp POOL - _ _ N -aiwti ENT , to _ -p �D C' NEX"EN 11Y FENCE 8 125 42.6' 42.6' 50 .5 DRIVEWAY m 103"'20 " 25,0' PO1N1 OF CURVATURE Foust) AND SC a' 8 NORTH CF) EXISTING PROPERTY SURVEY (BY OTHERS) SCALE:1/32"=1'-0" CODE NOTES CONSIBUCIION P PE HYPE III OCCUPANCY TYPE R-3 LEVEL OF k70RATICI: III WOES: FLORIDA BUILDING COOS: 2020 E0. RES04404I/DOST. ASCE 7-10. NEC 2017 DESIGN PARAMETERS 1) BA SIC RND SPEED (W IND O ELCITV) DESIGNED FOR = 7 139.4 MPH RED. (VA SD) 2) RISK CATEGORY II 3) BUILDING DE9GN: ENCLOSED 4) NAND IMPORTANCE FACTOR 1. 0 5) INTERNAL PRESSURE COEFFICIENT = 9. 18 6) EXPOSURE _ ' D' 7) NAND LOAD AS PER 1603.1.4 F. B.0 EXISTING LANDSC. TO REMAIN (TYP) LINE OF NEW ROOF OVERHANG (ROAM FORMER AWNING). 12X12 COLUMN W/ 20X20 STONE BASE EXISTING GARDEN KNEE -WALL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE GR OUND SNOW L OAD WIND SEIS MIC DESI GN CATEGORY SUBJECT TO DA MAGE FROM WINTER DESI GN TE MP FLOOD HAZ ARDS SPEED ( MPH) WEATHERING FROST LINE DEPTH TERMITES N/A 170 N/A NEGLIGABLE N/A VERY HEAVY 54 X - 6 NOTES: 1. SUBJECT PROPERTY IS LOCATED IN FEMA FLOOD ZONE X: +6 FT FLOOD ELEV . 2. SUB ECT PROPERTY IS LOCATED WITHIN A WINDBORNE DEBRIS REGION, LMI IMPACT RATED WINDO WS AND DOORS ARE REQUIRED.. 3. SUBJECT PROPERTY I5 LOCATED WITHIN A HIGH VELOCITY HURRICANE ZONE (HVHZ). ALLOWED/MINIMUM LOT AREA CROSS FLOOR PRFA HAADSCAPED AREA LANDSCAPED AREA = 406 FLOOR AREA RA0O = 33 FRONT YARD SETBACK = 30 FT REM YARD SETBACK = 20 FT STREET SIDE YARD SETBACK = 20 FT SOUTH SIDE YARD SETBACK = 15 FT/306 OF LOT MAX ROOF HEIGHT = 20 '-0' RS -P PLACE AU SOLEIL ZONING CRITERIA SITE DEVELOPMENT REGULATIONS FOR THE RS -P DISTRICT . EXISTING LOT AREA = 18,992.16 50 F1 GROSS FLOOR AREA = 4,616.17 SO FT 10,495 S0 F1 8,823 S0 FT (46.456) FLOOR AREA RATIO = 243 FROM YARD SETBACK = 42.6 FT REAR YARD SETBACK = 52.4' 510E YAR0 SETBACK = 24 .9' SIDE YARD SETBACK = 11.9' ROOF HEIGHT 14'-10 ' PROPOSED NO CHANCE 5,542.44 SO FT 11,268 S0 FT 8,049.56 (42.386) .292 NO CHANGE HOME: 31.8 FT, PANUON: 21 .75 FT 20 .1 FT 17.65 FF/30 .25 NO CHANCE PROPOSED ADDITION = 435 SF PROPOSED PAVILION = 306 SF ROOF OVERHANGS = 24' 008 REAR MAO OVERHANG: 185.27 GSF (370.54/2) AVENUE AU SOLEIL 50' RIGHT-OF-WAY 23' ASPHALT PAVEMENT RE MOVE EXISTING HOT WATER HEATER & CONC. PAD N .90'00'00"E . 1,441 SF PROPOSED RENOVATION 72 .12_ OUTDOOR KITCHEN AREA 3'-O' ROOF OVERHANG EXISTING FENCE 306 S0 FT OF NEW PAVILION STRUCTURE PROPOSED SEATING AREA EXISTING - ONE STORY SINGLE FA MILY 3.4' RESIDENCE #2520 3 .4 CONVERT 729SF"QF EXISTING NEW UNDERGROUND NATURAL GAS TANK BY OTHERS UNDER SEPARATE PERMIT. EXISTING NON -CONFORMING SETBACK NE W AC CONDENSING UNITS RELOCATED ELECTRIC SERACE METER & PANEL RELOCATED POOL EQUIPMENT NEW NATURAL GAS GENERATOR BY OTHERS DATE LICENSE NU MBE R: AR97227 Ts • I Dr, Russell Rosicki, Architect AI& NCARB , DARCH, 7 EED AP (SOLE PRO PRIETO R) 278 NEWPORT R DE.E.RFIE7 D BEACH FL 33442 VOICE ' 954-371-59448 INFO @DERGERARCHITECTECOM EINGINE1311, NQ DATE S UBMISSI ON 04.29.21 ISSUED FOR ARPB KE Y PL AN N EB ALTERATION LEVEL 111 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 1711E TITLE SHEET, PLOT/SITE PLAN & EXTERIOR RENDERINGS DATE' 4/15/21 PROJECT NO.. 2101 SCALE AS NOTED DRAWN R YT DRAWING NO., I RENDERINGS SCALE: NTS dr-) NORTH 3 LOCATION MAP SCALE: NTS ARCHITECTURAL PLOT/SITE PLAN O' 2' 4' B' 1/16 " = 1'-0" NORTH ALS CHBC1® 886 RRR SHEET NO.: 1 OF 2 T-1 FL AY®BCP DR R1L RMm SICEN KIUR E, REMOVE ENTIRE EXISTING TRUSS AND ROOF ON THE NORTH PORTION OF THE RESIDENCE rL 1 r L \ 13'-9" EXISTING W.I.C. • EXISTING MASTER BATH Dal 1 r T----.�` /�1 ,1 H. j 1 \ Ij 1 1,-) 1 1 n i ter- —__ [—] jj L 15' 6" REMOVE EXISTING WINDOWS REMOVE CLOSET & MASTER BATH EXISTING MASTER BED LIM REMOVE CLOSET & MASTER BATH REMOVE & DISCARD DOORS AND ASSOCIATED WAD S AS INDICATED BY DASHED ONES REMOVE WINDOWS REMOVE DOOR DEMO FLOOR PLAN SCALE 1/4"=1'-0 / • REMOVE DOORS INTO SUNR00M REMOVE @ DISCARD OUSTING CEIUNG A: ROOF IN THIS AREA EXISTING SUNROOM DEMO CEILING UCHIS THROUGHOUT REMOVE DOORS INTO SUNROOM� iM M I 1 � J I 11 i .5. i \\ EXISTING _I Oic r EXISTING LAUNDRY I it --- r I \ I I Il as _ ____ L3 A EXISTING a r .// BATH d" -T • L {' a `�O REMOVE BATH AND LAUNDRY 4' / • 16'-3 YI 11 11 \ Y� X2_8. REMOVE AND REPLACE ALL FIXTURES IN BATHROOMS 108 AND 106 —_ I r J _1 / <7 EXISTING NURSERY REMOVE 91011N0 WINDOWS 13'-9" ]Co---¢--¢_--0� 2-10"I REMOVE PORTION OF EXISTING BLOCK WAIL FOR NEW WINDOWS f T 15' 8" EXISTING UVI :GOM 1GA1 PROVIDE TEMP. SHORING & REMOVE DOSIN G WALLS PROVIDE TEMP. SHORING & REM OVE CMU BLS WALLS REMOVE EXISTING APPUW CES AND SINK IN THIS AREA REMOVE CABINETS AND COUNTER r [FT - r T - Ir---1 11 ow I :1MICRO I LL=-=JJ L JI REMOVE EXISTING APPLIANCES EXISTING AND SINK IN THIS AREA. KITCHEN REMOVE CABINETS AND r �$� COUNTER / \\ rc i ly., \)i r — J.1__ ��\ EXISTN 1 �O \PANTf `_:��I II i. C_J ibat EXISTING / n M n\ \ E70S11NG EXISTING GARAGE 17.-9" • 10' 5" EXISTING SITTINGAREA Erfn REMOVE FROM ENTRY DOORS REMOVE EXISTING PARTITIONS l 1 LJ I---r±' zl 1 1 1 o1 1 1 01 1 \ / L_J • \ / i- \ / 1` I 0 STING .1 // \\\ B�I> i oM / EXISTING NI 72 1 1 I T • EXISTING STUDY EB • REMOVE COSTING MILLWORK, WALLS & OBJECTS AS INDICATED BY DASHED LINES EXISTING Ba•RTOM 11.1.1 14'-0" • 1 I MEM LJ • DEMOLITION LEGEND ,,, AI ExISONG WALL / OBJECT TO BE REMOVED EXISTING WALL TO REMAIN 0' 2' 4' 8' 1/4" = 1'-0 " NORTH DA TE LICE NSE NUMBER: AIi 97JZ7 • aTisor—R_ Dr. Russell Rosicki, Architect ALA. NCARB , DARCH , TEED AP (.SOLE P RO PRIEL'OLi) 278 NEWPORT R DEERFIEL D BEACH P11. 33442 VOICE : n rm- 848 u4FvcDESIG NRARCH lE C1S M N O. DATE SUBA OSSIO N 04.29 .21 ISSUED FOR ARPB BEY DAN N EB ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 DEMO PLAN D AM 4/15/21 WORM NW 2101 SCALE DR AWIN G T. AS NOTED DRAW N Mr RLS CiB(K ED Mr A-1 RRR SHEN N O.: FL A18i IIBCD FA RU1L RC 9(II SI GNATURE, WILL PORTION OF EX INRLL PORTION OF EX CIAO OPN'G BELOW NEW CMU OPN'G BELOW NEW WINDOW— WINDOW--� 21'-6" ADDITION �l1 MALL PORTION OF EX CMU OPN'G BELOW NEW WINDOW 8'-7 REBUILD 1615 SIDE OF HOME FOR TALLER CEIUNGS & ADDITION 8 _7" 0.1 O 0) ■ 6060 22'-6 8020 ( 10'-2 16• 3" 6060 O 7' - 10._0" MASTER 10 1141 VAULIFD CLG 1 HER FIAT CLO 2680 L MASTER mFLAT CLG 2680 2680 2'- - I144 I ' F 640 G)f 3060 31'-1 H 3060 661 ALL FLAT CEIUNGS TO • BE 10F' HEIGHT j 18'-1" 30'-6" 21068 2680 Wife CHI S 2680 44 } NEW Pa PATIO PATIO NEW CANTILEVERED ROOF ABOVE —. POOL NEW SS DBL W ALL FLU UP TO CHIMNEY THRU ROOF PER GAS APPLIANCE SPECIFICATIONS FIREPLAC f ROOF CANT. ABV. 'l` NEW SLIDING GLA SS DOORS COVERED PATIO O INRLL OPENING FROM DOOR 16 5" C 4 -2 3680 16' 8" O EXISTING SUNROOM UNDER CABINETS RSERY 14' 11" ♦ii �!Mi� .�.�ii' i♦K Ii. ,♦ FIAT CIO x`o s, i� PWDR40 t_7= U 2 MUD ROOM 268 EW$WL_ 6080 1" 6' 6" / 2' 5' 9" Y • • •� ♦41 141 1 EXISTING.001,1 51 04 15' 10" O rh 16'-3" SEE PLOT PUN & S1U SHEET FOR NEW PAVILION IN THIS AREA PROPOSED FLOOR PLAN INRLL FORMER WINDOW OPNG INFlLL FORMER WINDOW OPNG DIRECT REPLACEMENT 0 ALL FIXTURES IN BATHROOMS 108 AND 106 EXISTING NURSERY REP E SHOWER WIIO B rc NEW EXTENSION OF BASE CABINETS & COUNTERTOP • 9 0" • 4'-5" iV i• 3680 16 / V---7' 4" EXISTING GARAGE NEW CMU BLOCK WALL OVER EXISTING (ELEVATE WALL & ROOF OVER GARAGE) 8 17'-9" EXISTING SITTING020 1 X COSTING WINDOWS B (, -11-11-11-1 RENOV. 81 . EN PT 1- r1 13 1 LL .L . _J CROSS HATCHED AREA 1601 AREA ABOVE RANGE TO BE CEILING p—_8"-. TES AULTED 4' 0"—j EXISTING FO ,a- 8Gb1 NEW NEW PMY" n m 3 9' 3" n 1L==7 e L1 J O 6' 5' EXISTING BA®OM EXISTING GLO I I EXISTING I BA®OM '^ EXISTING TIDY/1 9 IXISRNC WINOOWS- EXISTING B 9.1.OM I UI.1 14'-0" 9 10" 3050 9'-9 (K) 3050 CJ NEW C/U'S, SEE MECHANICAL PLAN NEW SOLID DOOR WM1 1FT SIDE LIGHTS EXISTING WINDOWS DESK CENTERED ON EXISTING WINDOWS ♦♦ • • • • • • • • • • • • • NEW TRIPLE WINDOW TO MATCH OPPOSITE SIDE OF HOME AT BEDROOM %105 0' 2' 4' 8' 1/4" _ ,•-0' NORTH DA TE' LICENSE RUNES, AR97127 • Dr, Russell Rosicki, Architect AI& NCARB. 13 -ARCH, T .EELS AP (SOL E PROPRIETOR) 278 NEWPORT R DEER FIE D BEACFT FL 3344 2 VOICE 954371-9911 INFO@DESKINRARCHITEEISCOM ENGIN EER: NO. DAT E SUffiMIS MON 04.27 .21 ISSUED FOR ARPB K EY RAM ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 IDLE PROPOSED FLOOR PLAN DATE 4/15/21 PR OJE CT NO' 2101 S CALD AS NOTED DRAW N 88' RLS CIE®® BP RRR 1711AWING NEU A-2 SHEEP NO? 20F 2 FL AILETIBLT DA RUSSELL FORCE SBON ATU R& T.O. RIDGE ELEV = 14'-9" NEW BARREL TILE ROOF TO MATCH EXISTING 45. 0. FASCIA ELEV= 10'-9" 4 B. O. FASCIA ELEV= 6'-0" DEMO EXISTING ROOF NEW CMU BLK WALL W/ STUCCO FINISH TO MATCH EXISTING FINISHED FLOOR OUGN NEW HIP RIDGE WITH EXISTING MAIN HOME GABLE RIDGE. 12" 20'-4" ADDITION PROPOSED WEST ELEVATION SCAL E:1 /4"=1' T.O. RIDGE ELEV= 14'-9" 46.0. FASCIA ELEV= 10'-9" 48. 0. FASCIA LEV= 6'-0" NEW CMU BLK W ALL W/ STUCCO FINISH TO MATCH EXISTING 4 FINISHED FLOOR 21'-6" ADDITION .13.5" 12" NEW CHIMNEY NEW BARREL TILE ROOF TO MATCH EXISTING NEW LOW SLOPE EPOM ROOF CANTILEVERED OVER DIMING POOL PATIO Si. WINDOWS AND .:. DEMO EXIST. REPLACE WITH NEW S5DING GLASS PANEL DOOR 57'-4" DEMO IXISRNG ROOF GABLE ENO FOR NEW HIP ROOF MERGE CONDITION NEW STUCCO OVER NEW BEAM SPANNING ACROSS ENLARGED OPENING 0 SLIDING GL ASS DOORS REMOVE EXIST. WINDOWS-' 8 INR LL W/ CMU 5LK WALL NEW CHIMNEY BEYOND 3. "L DEMO EXISTING ROOF • .,.1141$1,11114 'Ajl'I A 011011011011,1A1SIIIII01jAAj01j011�j.iijljA iiaj!ii1j01j01j01j,j01j01j� A41111,j,1,1Aj01j,j,jAA1A1A1011,1, 011,1,4'Aj,1A1,1A1,1A,A A 011,1011,1,1! 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U . U ,. U . ,L.. . .LI u. U. : ._U .;, .. U. 'U . ,.U.'. U LI .. .11 ....'U U UUUU ; U '.:'14: : LI U .: U. .. . U, L ,..L, '- ,1J • .. U : V '.U" 'AA , U .. U. L' . td . .L .U. »U `. ,1. . .0 UUUU PROPOSED NORTH ELEVATION T.O. RIDGE ELEV= 14' -9" 45.0. FASCIA ELEV= 10'-9" 45.0. FASCIA ELEV= 6'-0" NEW CMU BLK W ALL - W/ STUCCO FINISH TO MA TCH EXISTING #FINISHED FLOOR ELEV= 0•-6• PROPOSED SOUTH ELEVATION SCALL1/4"=1' 41.0. RIDGE ELEV. . 14'-9" 45.0. FASCIA ELEV= 10'-9" 4FlNISHED FLOOR V- 0-6 EXISTING GARAGE DOOR EXISTING DOOR NEW CHIMNEY NEW BARREL TILE ROOF TO MATCH EXISTING — 01<05 :SNGC61 TO REMAIN, DEMO IXI511NG ROOF REMOVE EXIST. WINDO & INRLL 8/ CMU BLK WALL REMOVE EXIST. WIND & INFlLL W/ CMU BLK WALL EXISTING BARREL TILE ROOF TO REMAIN NEW CHIMNEY BEYOND ALIGN NEW HIP RIDGE WITH _13.5" YIX101140 MAIN HOME GABLE 12" RIDGE . IA nnnr',nrw".rnne r",,,,,,,,, ,,,n..rn, ,,,r, , rnrr,r,r, nr,r. r r.nr,nnnr^,.r .r, . -" nnrer7 ,.. rar, ,,,,, 5', ,, ,,,, er' ,.f+r'u ^rrnf?, . r. r,,,,,,�. rr '.r,P`�r' ,. .Y,f +r'`v r,' , ,,,,,, , , !-. . ,, ry nr r,r> >rer 'ter -. nnr,r,,,, ,,,it s^,.nr,r,.rv. ,,,, rr•.rrr,. -•..nn.-,r. r?.,, ,,nr, ,,,,, , ,, . •,-:r,n,-snrinr.r.rrrnr.r r. ,,,,,,,..-,,,, ,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,a ,,,,,, /,r.r ,.r, -V,,,,,,, ,,,,,,,,,,,,,, ,,,,,,,,,,,./v'v-w,`,.r" ',r✓ti',,,,,, ,, ,lv,rvv-,: , J3.5" ^:ry r.r.,. ,. u.rv,rrv,r, r✓� �r v,.r .r - ..-v- v .rv,r, ,,' v . -,-s ,.^ ^;r vrnr,.r✓w'u , r.rv-, 12' r ,,,,,,,, ,,,,,,,,,,,,,,,,,-,,,,,,,,, ,,-.1 -, r'x,, rr,.^:.r r'rr n .r,r, nnr-.{�,nnr nr.,c //h...r, rvrSr, r, .r. 'r, rr, a"u..nnr`.r, 5'. r --r, r, , :r^. r,r,r r,,,.,,,,,, r,r. • r,. ,5n-r.n,, . F'./`,r,.r,r, r }(,r ,✓+ 5,,,,, ,fr^, h r, r'. e". ..U . u. ALIGN NEW HIP RIDGE WITH EXISTING MAIN HOME GABLE RIDGE. NEW 1311 WINDOWS TO MATCH 0TH R SIDE OF HOME EXISTING GABLE -END OF MAIN ROOF TO REMAIN 3 .5"1 12 " NEW BARREL TILE ROOF TO MATCH 12" EXISTING r? 0 L \ DEMO EXISTING ROOF NE W EXTENSION OF WALL WITH NE W STUCCO NE W CMU BLK WALL W/ STUCCO FINISH TO MATCH EXISTING DATE LIC EMB N UMB ER, AR97 227 • O I R Dr, Russell Rosicki, Architect AAA. NCARB, ID -ARCH LBRO AP (SO LE P ROPRI ETOR) 278 NEWPORT R DFRRFIE L 7 BRACH FL 3344 2 VOICE 95F371-AN8 I NP O@ DESKINEARCHEE CISCOM EN GIN EER NO . DATE SUBMISSIO N 04 .27.21 ISSUED FOR ARM KEY MAN: N ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 PROPOSED EXT. ELEVATIONS D AIS 4/15/21 PROOE CF NO' 2101 SCATS AS NOTED DRAW N BP RLS CHECKE D BY RRR DRAWING N ' A-3 14 EXISTING EAST ELEVATION SCALE:1 /4"-1' MEW IW O) FL AISIOI9C1' >a PIESELL BOOID SI ONATURIY CROSS SECTION @ MASTER BEDROOM ADDITION SCALE:1/4"=1'-0" 4,7.0. RIDGE ELEV= 14'-10" �8.0. FASCIA LEV= 8'-0" +FINISHED FLOOR ELEV= 0'-6" KEEP EXISTING MAIN ROOF W/ BARREL TILES _J3.5" 12" NEW STEEL FUTCH PLATE BEAM NEW 6X6%)6 STEEL TUBE POST EMBEDDED IN W ALLS BEYOND KEEP EXISTING COLLAR TIES ACROSS MAIN GABLE EXISRNG SIT11JytC [R EA EXISTING LIVING ROOM 11031 NEW LOW SLOPE EPDM ROOF REPAINT CEILING TO MATCH EXISTING DEMO EXISTING W ALL NEW 5/8" APA RATED EXTERIOR PLYW OOD SHEATHING SHALL BE FASTENED PER R-4409.2. 3 & HAVE A PANEL SPAN RATING OF 32/16 OR GREATER. PLYWOOD SHEATHING SHALL BE NAILED TO SUPPORTS WITH BD RING SHANK NAILS- HAVING A SPACING MIN. OF 6" 0.C. AT PANEL EDGES & AT INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4" O.C. AT ENDS WITH EITHER an RING SHANK NAILS OR 10D COMMON NAILS.) 4-) CROSS SECTION @ MIDPOINT OF HOME SCALE:1 /4"=1'-0" T.O. RIDGE ELEV= 14'-9" (6.0. FASCIA ELEV= 10'-9" NEW R-30 BATT INSULATION NU-VUE STRAP NVTA 16 FLORIDA APPROVAL 16294-R2 1136# UPLIFT W/ (7) 10D NAILS. USE AT EA SIDE OF TRUSSES NEW STUCCO OVER CONCRETE BLOCK TO M ATCH EXISTING/ ADJACENT HOME IN ALL ASPECTS VENTED RIDGE CAP 12 4->o-13 .5 EX/y7NG AULTED CEILING/ SCISSOR TRUSSES BY TRUSS ENGINEER CROSS SECTION @ MASTER BEDROOM ADDITION SCALE:1 /4"=1'-0" KEEP EXISTING ROOF BEAMS 0 8'-0" OC VIF DEMO EXISTING ROOF 1/4" SLOPE NEW BEAM HANGERS 0 EXISTING RAFTERS SUN ROOM #5 BARS 0 8" 00 W/ MIN 48" SPLICE & HOOK DOWN INTO FOOTING NEW 5/8" APA RATED EXTERIOR PLYW OOD SHEATHING SHALL BE FASTENED PER R-4409. 2. 3 & HAVE A PANEL SPAN RATING OF 32/16 OR GREATER. PLYWOOD SHEATHING SHALL BE NAILED TO SUPPORTS WITH 80 RING SHANK NAILS- HAVING A SPACING M IN. OF 6" 0.C. AT PANEL EDGES & AT INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4" O.C. AT ENOS WITH EITHER 80 RING SHANK NAILS OR 100 COMMON NAILS.) NEW BARREL TILE ROOF TO MATCH EXISTING B.O. FASCIA ELEV= 10'-9" NEW 8212 LINTEL WITH 2 #5 BARS NEW STUCCO OVER CONCRETE BLOCK TO MATCH EXISTING/ ADJACENT HOME IN ALL ASPECTS EXISTING MASONRY BLOCK W ALL EXISTING FOUNDATIO N AND CONCRETE SLAB FINISHED FLOOR NEW R-30 BAIT INSULATION NU-VUE STRAP NVTA 16 FLORIDA APPROVAL 16294-R2 1136# UPLIFT W/ (7) 100 NAILS. USE AT EA SIDE OF TRUSSES 48.0. FASCIA ELEV= 10'-9" DEMO EXISTING ROOF MIN R-30 CLOSED CELL SPRAY FOAM APPLIED IN CONFORMANCE WITH ASTM C 1029 0 UNDERSIDE OF ROOF SHEATHING MP/ENCAPSULATED ASSEMBLY). NE W (2)1.75014 LVL BEAMS 0 48 " OC (CLAD - WRAP W/ WOOD VENEER ON INTERIOR) 2 1/2" TONGUE AND GROVE WOOD /DECK, SPANS 48" OVER LVL BEAMS PT WO 2X4 STRIPS 0 12" OC W/ WOVEN WIRE MESH & STUCCO FINISH 0 UNDERSIDE OF SOFFIT 2"X42" STRIP SCREEN FOR VENTING 0 48 " ON CENTER 801607-5/8 MASONRY BLOCK POURED SOLID 0 48" OC W/ 3500 PSI MORTAR W/ #5 VERTICAL BARS �E%ISTING CONCRETE SLAB GROUTED CELL 8" C. M.U. (TYPICAL ALL WALLS) CBAR SPLICE DTL SCALE NTS VENTED RIDGE CAP 12 l IN GARAGE 1 0120 B' CMU WALL FOR RDNF. SEE PLANS & SECTIONS r D MASONRY CORNER: 3 C MIN. RDNF . WRR /5 BARS IN FULLY GROUTED CELLS (Ir . ALL AROUND) PLAN VIEW /5 VERTICAL BARS 0 48' 0.C. CMU PARTIALLY GROUTED . 6' DUR-0-WAL MIN. 9G HORIZONTAL REINFORCING 0 16" O.C. 1 PLAN VIEW L J /5 VERRCAL BARS F0 49" O.C. B' CMU PARTIALLY GROUTED. A 8" DUR-O-VIAL 9CA HORIZONTAL RFINFORC.ING. 0 16 ' 0 C MASONRY REINFORCING DETAILS SCAL E NTS NEW ROOF TRUSS ENGINEERED BY OTHERS CONC. 11EBM W/ 95 BARS TOP/BOTT 93 STIRRUPS 0 12" OC, UON ON TIEBM SCHED. NEW HOLD-DO WN PER ROOF PLAN 3500 PSI 8" CONC. BLOCK VATH MINIMUM (1) 95 EACH CELL 048" OC DOWN TIE -BM DETAIL SCAL E NTS FOR REINF. OFFSET SEE PLANS & SECTIONS 0• L #5 IN CELLS ADJACENT TO OPENING PLAN DTL @ OPENING SCAL E NTS NEW 5/8" APA RATED EXTERIOR PLYWOOD SHEATHING SHALL BE FASTENED PER R-4409.2.3 & HAVE A PANEL SPAN RATING OF 32/16 OR GREATER . PLYWOOD SHEATHING SHALL BE NAILED TO SUPPORTS WITH 8D RING SHANK NAILS- HAVING A SPACING MIN . OF 6" 0 .C. AT PANEL EDGES & AT INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4" 0 .C . AT ENDS WITH EITHER BD RING SHANK NAILS OR 10D COMMON NAILS.) NEW STUCCO O VER CO NCRETE BLOCK TO MATCH EXISTING/ ADJACENT HOME IN ALL ASPECTS 208 PRESSURE TREATED WOOD MOUNTED TO WALL WITH 1/2" ANCHOR BOLT 0 16" O.C. STAGGERED. CROSS SECTION @ MASTER BEDROOM ADDITION SCALE:1/4" =1'-0" OPEN END UNIT ALSO ACCEPTABLE X BARS (KEEP, VIF) ALF UNIT NOTE: EXISTING FILLED CMU CELLS TO BE VERIFIED BY CONTRACTOR . IF UNGROUTED CELLS ARE FOUND ADJACENT TO NE W CMU WALLS, MORTAR FILL W/ TYPE -S, MIN 3500PSI (SEE FLOOR PLAN FOR LOC .) FILL CELL DETAIL SCAL E NTS NEW 1/2" TYPE -X GYP BD NEW FILLED CELLS TYP AT JAMBS 18 P .T. BLOCKING ALL SIDES WHERE SH OWN 1X4 P .T. BUCK (MIN. WIDTH OF FRAME), FASTEN TO MASONRY W/ 1/4" z 3 1/4" TAPCONS, 3" FROM ENDS & 8" 0.C. & USE PL ADHESIVE UOUID SEAL MEMBRANE FLASHING BY GPC APPUED TECHNOLOGIES: PERM -A -BARRIER, AAMA 714-12: APPUED PER MANUF . SPECS. (OR APPROVED EQU AL O.K .) NEW ALUM DOOR SEE PLAN FRAME SHALL FULLY BEAR ON BUCK ANCHOR DOOR PER PRODUCT APPROVAL WHITE FINISH, COORD W/ O WNER PROVIDE SILICONE SEALANT BOTH SIDES STUCCO REVEAL (MATCH EXISTING HOME) 10 DOOR BUCK DETAIL SCALE: NTS DATE, UCENSE NU MBER, AR97277 VSI.JJ� Dr, Russell Rosicki, Architect ALA , N(".ARB . DARCH , TEED AP (SOLE PRO PRIETOR) 278 NEWPORT R D EERFIE ID BEACH FL 33442 VOICE : 954-3)1-5948 INFO@ DE IE4RAAC}IIEE CTSCOM ND DAT E S UBMISSION K EY PLAN N ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 CROSS SECTIONS & DETAILS IM71P 4/15/21 PR OJE CT NO7 2101 SCALD AS NOTED DRAWN NV RLS Q>114 RRR DR AWI NG NO7 A-4 SHEET NO7 1 OF 2 FL AR OIDHCB 0& RIM L MAUI BKRN AT URB& TERMITE TREATMENT OF S011S 15 REQUIRED SEE GFNFRAL NOTES & PROVIDE CERTIFICATION TO CITY AND ARCHITECT TO DOCUMENT COMPLIANCE NEW 5" THK 3000 PSI PC SLAB ON GRADE W/ 1.401.406 WAN. USE 10 MIL MOISTURE BARRIER OVER CRUSHED/COMPACTED GRAVEL 21'-6" ADDITION #6 BARS DOWELED 0 40" OC OR AS SHOWN W/ 5" OF EMBEDMENT EA W AY (TYP FOR THIS SYMBOL). USE EPDXY COATED BARS W HEN DOWELING BTW N NEW SLA BS & EXIS TING STEM WALLS. USE REGULAR UNCOATED BARS W HERE FOOTERS MEET & AT NEW EXTERIOR STEM WALL A DJACENCY TO NEW SLABS ON GRADE. 9. - NEW 4" THK. CONC. SLAB ELEVATED OVER EXISTING CONCRETE SLAB. SEE CROSS SECTION FOR MORE INFO 0' 2' 4' 8' EXISTING PERIMETER CMU FOUNDATION WALL W/ 24" WIDE R.C . CONTINUOUS FOOTING ..L4EV(' 4':.•TH41G' ° ,. C()Pig FtE1'E !•,1 OVER•E XISTING;' W/ 6X6: „ '•,50./10. 04.,ME FR d EXISTING FOUNDATION FOR EXISTING RESIDENCE EXISTING FOUNDATION FOR EXISTING GARAGE SEE -- FOR BASE SEE -- FOR BA SE PLATE SPECS PLATE SPECS #6 BARS DOWELED 0 40" OC OR AS SHOWN W/ 5" OF EMBEDMENT EA WAY (TYP FOR THIS SYMBOL). USE EPDXY COATED BARS WHEN DOWELING BTWN NEW SLABS & EXISTING STEM WALLS. USE REGULAR UNCOATED BARS W HERE FOOTERS MEET & AT NEW LXILRIOR STE M W ALL ADJACENCY TO NEW SLABS ON GRADE . 4 EXISTING HO ME (SLAB ON GRADE) 1.3 H OR 25' WHICHEVER 1S LESS 1/2 R SPACING PUN LAYOUT 006418OL 301N0 SPICING RAKE 3/4" W�3/8 BACKER ROD DETAIL l B l AND SEALANT EXTERIOR FACE 3/8" 30# FELT AS SAME SIZE VERTICAL WALL WALL REINFORCED MORTAR FULL NOTE: THE USE OF STAN D AND HALF UNITS WITH 30 FELT OR SASH BLOCK UNITS KEY IS A CONTRACTOR'S OPTION. GROUT FULL INTERIOR FACE RACE 1/4' DETAIL %A\ DETAIL STOP LONGITUDINAL WIRES AT ALL C .J. S INTERIOR FACE CMU CONTROL JOINT DETAILS SCALE: NTS 7B • OPEN END UNIT THIS DETAIL SIMILAR FOR 48" O.C. NOTE: SEE PLANS & ELEVATIONS FOR INFlLL CMU LOCATIONS . CELL -FILL DETAIL SCALE: NTS UNIT DATE' LICENSE NUMBBE AR572 Y7 • Dr. Russell Rosicki, Architect NCARB, D ARCM I EED AP (SOLE PROPRI ETOR) 278 NEWPORT R DEERFIELD BEACH FL 334 42 V OICE 954-3714348 B NPD@DESIGNRAMMTIKTS OM E NGINEER NO . DAT E SUBMISSI ON 04 .27.21 ISSUED FOR ARPB KEY PLAN N ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 FOUNDATION PLAN & DETAILS D ATE 4/15/21 EROECr N O? 2101 SCALD AS NOTED DRAW N BY RLS IINAWTR8 N D; A-5 FOUNDATION PLAN SCALE:1/4"=1'-0" NORTH CHBCXE D B' RRR S HEET Na. 1 OF 2 FL A80IIIBC0 DR RLBRII L wRm NU-VUE STRAP NVTA 16 FLORIDA APPROVAL 16294-R2 1514# UPLIFT W/ (5) 10D NAILS. USE DBL STRAPS 95,-8" / 7 I I 11 1 1 1 1 1 1 I. 1 1 I I I - I --TT--r- --r-TTTTTI 11 ^I I II I 1 I I I 1! 1 I ' -rI- -- I I I I I I 1 I -f �r IL JI 1 I I I I I I I 11 I 1 1 I 1 1 1 1 - 9L E:3. 5:121 I I I I I I I 1 1 II I I I I I I 1 -f 11 1 I I I I I I 1 1 1 - -l' t.-. II I I I I I t o I - - i L_LL_LLLI I I___1 I 11 —f —r 1 I .. 1 1 i 1 1 1 _.4. I_. 23'-6" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ---i 44 - --1- 1— i—i ii—i- 1—i—t4 1 I 1 1 1 1 I 1 I I I I I I 1 J I I 1 1 1 1 I I I 1 1 1 1 I 1 3OUOld{i CHORb or ItRUSS 11 1 ! 1 I 1 1 1 1 1 REATEb E2,4 !FURRINGI STRI♦'S 01 1 1 I 1 1 1 1j6 0 . TO ECUREI NEW /2" 'YPE 11 GYP. �BD. UNDERNEATH I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 i• i i i i I. 1 1 1 N914 801'16 R. C. iCONTI UOUS TIH BEAI4 W/ (1) #5 Ai5 1 NEW 8014 R. C. CONTINUOUS TIE BEAM W/ (4) #5 BARS T/B, #3 STIRRUPS O 12"OC NEW DRIP EDGE AT PRESSURE TREATED FASCIA BOARD NOTE: INSTALL CROSS -BRACING & RUNNER 2% BRACING W HERE INDICATED ON TRUSS DRAWINGS. 0' 2' 4' 8' 1/4" = 1'-0" NORTH ROOF PLAN SCALE:1 /4"=1' 1 1 QQ1 T/8, #3 iSTIRRL(PS ® i12" 0C ICKERNADRO EI1 1/2" DENSELASMGNTRIOI 1 W/1 1 Q 7 GC,�� q �� IIEATHXIIIjOOc w JAIL�L-LISTEQD SSUFLUE T01-MIN.E3 CFT TE M INATB)NO 1 1 CQM BUST�LE RIDGE. KE€P FLJI. 1 MINEi1 FROj.1 ANY' L ■..I■Lt1 TUBE SR COLUMNS, SEE DETAIL A-6/3 1 _.1 _ NEW 2-1.75X14 LVL ROOF BEAMS O 48" OC L 1 / 1/4" SLOPE N, PER FOOT }III . _ . _ . _ . _ . TUBE 511. COLUMNS, SEE DETAIL A-6/3 1 / ROOF OVHG/CANTILVER _.J __ _ 1 1 ! I I I LI_� I 1 -I-- 1 1 I 1 I 1 I-I�� TUBE STL COLUMNS SEE DETAIL A-6/3 CROSS HATCHED AREA INDICATES AREA ABOVE RANGE TO BE VAULTED CEIUNG 27'-1 • 10'-6" VERIFY 1 1 1 I I I I I 1 f�=- EXISTING ROOF FRAMING TO -- REMAIN (TIMBER BEAMS) EXISTING CMU BLK WALL & TIE -BEAM BELOW TO REMAIN U.O.N. / EXISTING TRUSSES TO REMAIN —I -r- w 2 4 1- z I I 11 8 NOTE: NOA APPROVALS TO BE SUBMITTED BY CONTRACTOR #6 BAR UP O 40" OC IF COURSES FORM ABOVE (PARAPET & SLOPING GABLE ENDS) COURSES MAY ALSO BE ABOVE, VARIES, SEE ELEVATIONS NE W REINF . CONC. TIEBEAM PER SCHEDULE . SEE PLAN FOR LOC . (2)9514.502501/2 TOP CAP (TO RECEIVE TIEBEAM O OUTSIDE CORNER) NEW 3/4" THROUGH -BOLTS TOP CAP PT 156/8 WD BUCK SECURED W/ HILT1 XU -P8 POWDER ACTUATED FASTENERS O 6" OC STAGGERED ALL SIDES OF TUBE STL & AT HEAD UNDER TOP CAP (NOT SHOWN FOR CLARITY) ) HSS6X6X3/8 STL COL. TOP SADDLE CAP DTL TIEBM COLUMN SECTION DETAIL SCALE: NTS HSS 6X6X3/8 PER PLAN. BX 2' 3 3/8 r(P) t 10-• ` \U 15X3/4 BO1T PL Co 0 0 SET DO WN 3/4" 1,1 , 0 J 0/ © © 3/4" RECESS T #6 THREADED ROD STUB DOWN W/ 12" EMBED. INTO GB ® CTR (UNDER BOTT PL) STRAIGHT STEEL TUBE DETAIL SCALE: NTS 8018%1/2 STL BASEPL BOTH WAYS (OR USE 852501/2 IF STRAIGHT) 3/81 LEVELING 5" COVER O EXT BOLTS HSS 60653/8 TUBE STEEL COL (PAINT W/ RUST INHIBITING PAINT, TYP) (4) 3/4" DIA. ASTM F3125 ANCHOR BOLTS W/ 8" EMBEDMENT & HIT-HY 200-A INJECTED EPDXY MORTA 1.5 " MIN. COVER NEW POURED CONCRETE ELEVATED SLAB ON GRADE WITH TURN DOWN EDGE TUBE STL COL . BASEPL. DTL . STEEL TUBE/BASEPL DETAIL SCALE: NTS SwN AT URE, DA TE, LICENSE NUMB ER, AR9?227 • Dr, Russell Rosicki, Architect ALA , NCARB , DARCH, LEF T] AP (SO LE PROPRIETOR) 278 NEWPORT R DEERFJET n BEACH FL 334 42 VOICE 954-371-9918 RIFD@D CI0NRARCHIIECT SCOM EN GINE ER, NO. DAT E SUB NIDERON 04.27.21 ISSUED FOR ARPB LEY R AM N EB ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TILE ROOF PLAN & DETAILS PR OJECT NO .: 4/15/21 2101 SCALD AS NOTED DRAWN Br RLS CHECKE D BY, RRR DR AWIN G N O.: A-6 SKEIN NO.: 1 OF 2 FL AR OOBCP CIL RUM/ RO® 1/2" DRYWALL FURRING SPACE INTERIOR PRESSURE TR EATED 1 1" X 96 W8/OUP. TAPCON SCREWS MIN. 1 3/4" EMBEDMENT. EN D SCREWS MUST NOT BE MORE THAN 3" FROM ENO AND NOT MORE THAN 8" O.C. ALL AROUND (TIP). ACRYLIC s8 -AI ANT. INTERIOR MARBLE SLL SET IN MASTIC 1141N -SET CCMPWND P.T. WOOD FILLER PIECE P.T. 1' X2" FURRI 1/2' G. NOTE PROVIDE WINDOW ATTACHMENT TO PRESSURE TREATED W000 BUCK AS PER PRODUCT APPROVAL CONCRETE UNTEL 5/8" 510000. EXTERIOR VC CORNER BEAD. SEALANT ANCHOR ENDOW UNIT TO P.T. 1.5 BUCK AS PER MANUFACT. APPROVA L # SPE0Fl CATIONS USE UQUIO SEA L MEMBRANE FLASHING BY GPC APPUED TECHNOLOGIES PERM -A -BARRIER, AAMA 714-12: APPUED PER MANUF. SPECS. (OR APPROVED EQUAL O.K.) EXTERIOR ANCHOR WINDOW UNIT TO P.T. 1"X BUCK AS PER MANUFACT. AP PRO VAL 6 SPECIFICATIONS SHIM cAI ANT 1/2" P.T. 1'X BUCK ANCHORED w/ 1/4" TAPCONS (1 3/4" EMBED ) 3" FROM ENDS & B" 0. C. ALL AROUND. 6" DEEP CONC. SILL W/ HORIZ. 1#5 RENF. STL CONCRETE SILL 5/B" STUCCO. Er CONCRETE 8L WINDOW HEAD & SILL BUCK DETAIL SCALE: NTS DETAIL OCCURS @ NEW OPENING IN EX WALLS (NEW DOOR OPNG'S SIM ILAR) 11 4" MAX. OPENINC_SIZE / MIDDLE CMU CELLS ARE NOT REO. ® DOOR OPENINGS ENSURE TRUSS HOLD-DOW NS PROVIDED WHERE NOTED ON ROOF PLA N EXIST/NEW 8014 PC BOND BM W/ (2) #5 BARS TOP & BOTTOM (LOCALLY REMOVE CONCRETE AS REQ. FOR #6 BAR W/ 6" EMBEDMENT & HILTI HY150 EPDXY) 8"58" BLOCK FULLY GROUTED REMOVE EXISTING CONCRETE BLOCK IN THIS AREA ONLY AS REQUIRED FOR NEW WINDOW/DOOR INSTALL SAW CUT INTERIOR FACE, SHELL & W EBS, PROVIDE AN UNOBSTRUCTED OPENING & FULLY GROUT BLOCK UPON INSERTING BARS #6 VERT REINF. & CELL FILLED W/ MIN. 3,000 PSI GROUT #6 HORIZ. BAR DOWELED 6" EMBEDMENT, HILTI HY 150 EPDXY W/ SCREEN TUBE (NOT REQ. 0 DOOR) REINFORCED CONCRETE HAUNCH FTG W/ MONOLITHIC CONC FLOOR SLAB #6 DOW ELS EMBEDDED INTO EXISTING FO OTING W/ HILTI HY 150 EPDXY & 6" EMBEDMENT UNLESS OTHERWISE NOTED ON DRAWINGS NEW FILL CELL/TIE-BM DETAIL @ OPENING SCALE: NTS METAL DUCT ROOF VENT WITH BACK DRAFT DAMPER NEW 100CFM EXHAUST FAN PER PLAN UNLESS OTHERW ISE NOTED CEIUNG LINE DTL @ EXHAUST FAN/ROOF VENT DIRECT TO EXT. BAROM ETRIC VENT W/ LOUVER WD FRAMING 1/2" TYPE X GYP BD. SECURED TO 2X4 W OOD NAILERS 0 16" 0,C. 26 GA. STEEL VENT FROM DRYER FILL GAP AROUND VENT WITH CP-25 BY MINNESOTA MINING & MFG . TO OVERFLOWING. 3M APPROVED EQUAL ALSO ACCEPTABLE. DRYER VENT DETAIL SCALE: NTS 42. OR SEE PLAN IF DIFFERENT DWENSON (2) #3 K CONT. 4" CONCRETE PAD. SLOPE/ CROSS SLOPE 1:50 AWAY FROM STRUCTURE 6x6 W1.4860.4 W.W.F. EXPANSION JOINT AT ADJACENT GARAGE J" `CRUSHED AGGREGATE SECTION @ CONC PAD SCALE 1/4" =1'-0" 5/8" EXTERIOR GRADE PLYW OOD SHEATHING SEE PLYWOOD NAILING SPECIFICATION ON PLANS AINTAIN EXISTING ROOF SHEATHING UNDER VALLEY SET TRUSSES, ANCHOR VALLEY SET TRUSSES TO THE EXISTING 2X8 ROOF RAFTERS PAST THE ROOF SHEATHING AS SHOWN ROVIDE B "XB " HOLE 0 24 " 0 .C . TO ALLOW FOR VENTING OF PIGGY BACK TRUSSES EW CARRIER BEAM UNDER RIDGE NE W TRUSS, SEE DETAIL 5 THIS SHEET REFAB. ENGINEERED WD. TRUSSES & 24" 0 .C . (AS PER TRUSS ENGINEER'S DRAWINGS) PROVIDE 6" WEDGE FOR SOLID BEARING. ATTACH W/2-165 NAILS (TYP) NU VUE NV RT-16 TWISTED STRAP W/1-160 NAILS EACH END CAPACTIY=1132# (MIAMI-DADE NOA #20-0519.13) SECTION @ CONC PAD SCALE 1/4"=1'-0" (2) 16D NAILS EACH MEMBER 2"04" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAX. SPACING REFER TO TRUSS NOTES & TRUSS LAYOUT FOR LOCATION (OVERLAP SPUCES) PRE-ENGINEERED WOOD TRUSS LATERAL BRACE SPLICE DTL SCALE: NTS 2X4 SOUTHERN YELLOW PINE #2 CROSS BRACING MEMBERS FASTENED TO TRUSSES W/(2) 16D NAILS EA . END (REFERS TO TRUSS NOTES & TRUSS BY OTHERS FOR LOCATION) 2X4 CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAX. 10'-0 " SPACING (REFER TO TRUSS NOTES & TRUSS L AYOUT FOR LOCATION) TYP. X -BRACING DETAIL SCALE: NTS 5/8" EXTERIOR GRADE PLY WOOD SHEATHING OR USE 1X6 T &G BD'S INTAIN EXISTING ROOF SHEATHING UNDER VALLEY SET TRUSSES, ANCHOR VALLEY SET TRUSSES TO THE EXISTING ROOF TRUSSES, PAST THE ROOF SHEATHING AS SHO WN ROVIDE 8"X8" HOLE 0 24" O.C. TO ALLO W FOR VENTING OF PIGGY BACK TRUSSES REFAB. ENGINEERED WD . TRUSSES & 24 " 0 .C. (A5 PER TRUSS ENGINEER'S DRA WINGS) ROVIDE 6" WEDGE FOR SOLID BEARING. ATTACH W/2-160 NAILS (TYP) NU VUE NVRT-16 TWISTED STRAP w/ (7) 16D NAILS EACH END CAPACTIY=1132# FLORIDA APPROVAL 16294-R2 TRUSS ROOF PIGGY BACK DTL SCALE: NTS ANCHOR D OOR UNIT TO P.T. 1"X BUCK A5 PER MANUFACT. APPROVAL # SPECIFICATIONS NEW 1/2" TYPE-% GYP BD UOUID SEAL MEMBRANE FL ASHING BY GPC APPUED TECHNOL OGIES; PERM -A -BARRIER. AAMA 714-12: APPUED PER MANUF . SPECS. (OR APPROVED EQUAL O.K.) NEW FILLED CELLS TYP AT JAMBS 18 P.T . BLOCKING ALL SIDES WHERE SHOWN 1X4 P .T. BUCK (MIN . WIDTH OF FRAME), FASTEN TO MASONRY W/ 1/4" K 3 1/4" TAPCONS, 3" FROM ENDS & 8" O.C. & USE PL ADHESIVE NE W ALUM DOOR SEE PLAN FRAME SHALL FULLY BEAR ON BUCK ANCHOR DOOR PER PRODUCT APPROVAL WHITE FINISH, COORD W/ O WNER PROVIDE SIUCONE SEALANT BOTH SIDES STUCCO REVEAL (MATCH EXISTING HOME) DOOR BUCK DETAIL SCALE: NTS SI ONATUR& DATE; LICENSE NUMBER .AR97227 • Dr. Russell Rosicki, Architect AIR, NCARB, 123 -ARCH LEER AP (SO LE PROPRIETOR) 278 NEWPORT R DEERFIE D BEACH FL. 33442 VOCE ' 954-B1494R INF O@DEMBEA RCHEECISC OM EN GIN EER DAT E SUBMISSION 04 .27.21 ISSUED FOR ARPB HEY PL AN: N ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TITLE DETAILS DUD 4/15/21 PROJECT NW 2101 SCALD AS NOTED DRAW N Br RLS DR AWI NG Na: A-7 C HE CKED BY, RRR BEE T NQ: 1 OF 2 FL ARCIOBCT, 00. RUSSELL ROHM SICRi ATURE 47.0. RIDGE ELEV= 13' -10" B.O. FASCIA ELE V= 9'-1" FINISHED FLOOR ELEV= 0'-0" z 4, _A1111440 r xu n l�j�l 8'-11" d r / NORTH ELEVATION SCALE1/4"=1' 49.0 . FASCIA ELEV= 9'-1 FINISHED FLOOR ELEV= 0'-0" A 14' 4" 9.-7" �f1 J EAST ELEVATION SCALE:1 /4" =1' 0 6' 0" 18' 0" \� C -5 - PAVILION FLOOR PLAN J SCALE:1 /4"=1' T. 0. RIDGE ELEV= 13'-10" B. O. FASCIA ELEV= 9'-1" +FlNISHEO FLOOR ELEV= 0'-0" 12" 4" IA A A Iry. . A �� 0A11����� �j�I1n A Aft .,* I*,$,$,$ A A $ $ a $$ A,AIAjAIA 1jAjAI►,. X 17'-2" X SOUTH ELEVATION SCALE:1 /4"=1' 47.0. RIDGE ELEV= 13'-10" 4 B.O. FASCIA ELEV= 9'-1" +FNISHED FLOOR ELEV= 0'-0" 1-1 WEST ELEVATION SCALE:1 /4"=1' USE NU VUE NVFA-12 TWISTED STRAPS • 24" OC W/ (12) 16D NAILS CAPA CTIY=1132# FLORIDA APPROVAL # 16294-R2 47.0. RIDGE ELEV= 13'-10" B.O. FASCIA ELEV= 9'-1" EXPOSED TRUSS RAFTER USE (2)#6 BARS CONT. IN FOOTER PROVIDE EXP JT PERIMETER OF PAVILLION WHERE MEETING POOL PATIO CONC SLAB +FINISHED FLOOR ELEV. . MIN. 12" BELOW ADJ. GRADE USE 3,000 PSI CONC. _14" 12" NOTE: USE 60KSI REBARS, 3,000 PSI CMU BLOCK, 3,000 PSI MORTAR FOR ALL CELLS PAVILION CROSS SECTION SCALE:1/4"=1' SCISSOR TRUSS ROOF BY TRUSS ENGINEER. PROVIDE TRUSS DWGS TO ARCHITECT FOR REVIEW/APPROVAL WWM W/ STUCCO FINISH AROUND LVL BEAM (4) #7 BARS VERTICAL W/ #3 STIRRUPS AT 12" OC & 2.5" COVER 1601657-5/8 MASONRY BLOCK C OLUMNS POURED SOUD W/ 3,000 PSI GROUT. QUANTITIES AND LOCATION PER PLAN D TEXTURED STUCCO FINISH COLUMN PERIMETER (MATCH HOME) USE WWM 1.401.4X4 SET 0 CENTER & TURNDOWN INTO HAUNCH FTG PERIMETER DA TE= IK'IINSE NUMBE R' AR97127 • O I k Dr, Russell Rosicki, Architect AIA, NCARB " DARCH . LEES) AP (SOLE PROPRIETOR) 278 NEWPORT R DEERFIEL D BEACH PE 3 3442 VOICE : 5154-371-554 IN R3@DESKINEARC HITECTSCOM ENGINEER, I NEER, NO . DA TE SI7ffi( 04.27.21 ISSUED FOR ARPB SHY IAN: N ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TILE' PAVILION PLAN & ELEVATIONS PR OJECT Na' 4/15/21 2101 SCALD AS NOTED DRAWN HIP RLS DRAWIN G N O.: A-8 aioncE D Br RRR SHEET 8 ' 1 OF 2 TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area /e, r5,. .. i6 Effective L ot Area FAR Calculations EXISTING DEMO NEW NET 1St Floor Living hc-icAde` S dnroely 3 8J--- 6 Ceilings over 15' (double) 2nd Floor Living 1st Floor Co vered (po rches, ov erhangs > 2 %') I S : 4. J 1,A--.5—, 2 2nd Floor Co vered Awnings > 3' and screen enclosure (at 50%) ,�; 2 �� , Garage `/76, 6 7 .z, --i-, -i Gross Floor Area r -1 11r. (7 1, .2o , 2 7 S 7l , g Out Buildings ,- , , ?will 1 ).0 ic, ,` L i, Total Floor Area Proposed ( :. ? h3 --L/?. 4' First 20,000 X . 33 tie A- > 7, Over 20,000 X .20 Total Allo wable FAR Per Manu al ). 2. (407, hl,% Total Hardscape A rea /0 ;-,s - Required Landscape Area (lot s ize x 40%) ;f' Actual % Landscape Open Space Area 41.2 r jcy'j,r Si, g 2-3 X:\DEPUTY SHARED\Bldg & O cc Reg Dept Forms\SITEDATA .DOC Pt' . ared b and return to: B de Title Company 5 5 S. Federal Highway D erfield Beach, FL 33441 (9.4) 429-1200 Fi e Number: 200605L [Space Above This Line For Recording Data] Warranty Deed T is Warranty Deed made this te day of July, 2020 betwee n Christopher Gentile, a married man, joined b his spouse Gary Schw artz, whose post office address is 125 Lily Lane, Delray Beach, FL 33444 of the C ounty o Palm Beach, grantor, and Ryan W eekes and Nicole Weekes, h usband and wife, as Tenants by the E ntirety, w ose post office address is 2520 A venue Au Soleil, Delray Beach, FL 33483, gra ntee: ( henever used herein the terms "grantor" and "grantee " include all the parties to this instrument and the heirs, legal representati ves, and asigns of individuals, and the successors and assigns of corporations, trusts and trustees) itnesseth, that said granto r, for and in consideration of the sum of TEN AND N O/100 DOLLARS ($10 .00) and of er good and v aluable con siderations to said grantor in ha nd p aid by said grantee, the receipt whereof is hereby ac owledged, has granted, bargain ed, and sold to the said grantee, a nd grantee's heirs and assigns fore ver, the fo lowing described land, situate, lyin g and being in Palm Beach to -wit: Lot 36, Place Au Soleil, a ccording to the Plat thereof as recorded in Plat Book 27, Page 69, Public Records of Palm Beach County, Florida . S T Parcel Identification Number: 20-43-46-04-22-000-0360 bject to conditions, restrictions, limitations, and easements of record, if any. gether with all the tenements, hereditaments and appurten ances thereto belongi ng or in anywise appertai ning . T Have an d to Hold, the same in fee simple forev er. A d the grantor hereby co venants with said grantee that the grantor is lawfully seized of said land in fee simple; th t the gran tor has good right and lawful authority to sell and convey said land; that the grantor hereby fully w rrants the title to said lan d and will defend the same against the lawful claims of all persons whomsoever; and th t said land is free of all encu mbrances, ex cept taxes accruing subsequen t to December 31, 2019 . Ir Witness Whereof, gran tor has hereunto set grantor's hand and seal the day an d year first above writte n. WARRA NT Y DEED File No.: 200605L Page 1 of 2 Si sealed and delivered in our presence: tness Name: (/J i'1 e -P63.6'1 tness Name: Silly M. Espinoza Christopher Ge ntile S A TE OF FLORIDA C UN TY OF P*LA+M FA€41 T e foregoing in strument was acknowledged before me by means of ()) physical presence or () online n otarization this day of July, 2020, by Christ opher Gentile a nd Gary Schwartz. Si:n atu a 4f N otary Public P t, Type/Stamp Na me of Notary P:rsonally Known: Type of Identification Produced: t(„ M \ / 1(. 011.7 File N o.: 200605L OR Produced Identification: ERIN REGEN Co mmission # GG 297777 Expires June 1, 2023 Bonded Thr Budget Notary Undoes WARRA NTY DEED Page 2 of 2 T OWN OF GULF J►T REAM PALM BE ACH COUNTY, FLORIDA COMMISSIO NERS SCOTT MORGAN, Mayor THOMAS M. STANLEY , Vice -M ayor JOAN x. ORTHWEIN DONNA S. WHITE ST ATE OF FLORIDA C OU NT Y OF PALM BEA CH ) T OWN OF GULF ST REAM AGENT AFFID AVIT Telephon e (561) 276-5116 Fax (561) 737-0188 Tow n Manager GREG ORY L. DUNHAM Tow n Cl erk RITA L. TAYLOR BEFORE ME T HIS D AY PERSON ALLY APPE ARED ( Owner) TA `r" 1\110,1t o $ . W HO BEING D ULY SWOR N, DEPOSES AND SAYS: THAT THE PERSON(S) OR COMPA NY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED B ELOW TO REPRESENT THE OWNER OF SAID PROPERT Y AS .-IV C,I�Il t'UK JJIk FLAW t it,VIL WiI 1-ltlN 1 E1 (UWl ' Ut UULF Jltf1-111,1W. THE SUBJECT PROPERTY IS LEG ALL Y DESCRIBE D AS FOLL OWS: ucL ArtA 1e li < AGENT' S(S) NAME: Dr. gia4 e. On r,rt�'1i ;A:- �1;;: � i f l_ •H- .-� { . ; t.7 f AGENT'S ADD RESS: 6,1W !V !�"�'Gt�11t' i�'1�haUr �=L '2 7'/t) AG ENT'S PHO NE: Lf 311 S ` 1 V FR 11-1F12 AF'F)ANT SAYFTM NOT (O wn er Signature) C.1 SWO RN AND SU BSCRIBED BEFORE ME THIS 3` DAY OF '►►y LORI FISCHER I ';P i T* ; Notary Public - State of Florida I L Commission # GG 928328I of.. My Comm. Expires Feb 29, 2024 I bonded through National Notary Assn. p 100 SEA ROA D. GULF STREA M, FLORIDA 33483 A OWN OF LiULF �T RI AM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT MOR GAN, May or THOMAS M. STA NLEY, Vice -May or P AUL A. LYONS, JR. J OAN K. ORTHWEIN D ONNA S. WHITE STATE OF FLORIDA CO UNT Y OF PALM BEACH TOWN OF GULF STREAM AFFIDAVIT Telepho ne (561) 276- 5116 Fax (561) 737-0188 Town Manager GREGORY L DUNH AM Tow n Clerk RITA L TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED 1 lhQll aft? klt &- " - WH O BEING DUL Y SWORN , DEPOSES AND SAYS TH AT THE ACCOMPANYING LIST OF PR OPERTY OWNERS, MAILING AD ESSES AND LE GAL DES CRIPTIO NS OF ALL PROPERTY (circle one): within 25 feet, '(for N. Ocean Overlay, Demoliti on, La nd Cle aring, Signs and Sit e Pla n Review (2) within 300 feet, *(for Variances or App eals) (3) adjacent to *(fo r Special E xceptions) THE BELOW D ESCRIBED PARCEL OF L AND IS, TO THE BEST OF HIS K NO WLEDGE, COMPLETE AND ACCU RATE AS RECORDE D IN T HE LATEST OFFICIAL TAX R OLLS IN THE PALM BEACH C OU NTY COURTHOUSE. ` street an d waterwa ys are exc luded from this dista nc e THE SUBJECT PROPERT IS LEGALLY D ESCRIBED AS FOLL OWS: 'lcktc L -T FURTHER AFFIANT SAYETH N OT: ,;WORN AND St HS('RIRFD BEFORE MP THIS � Ibrabribelftwa bilholhallimaboalt 1 �� I \ k Notary Public State of Florida 'a Commission # GG 928328 1 -. of ryo«' My Comm. Expires Feb 29, 2024 1 Bonded through National Notary Assn. irmimgmalmm amlowymmsmfb (SIGNATURE) DAY OF 100 SEA ROAD, GULF STREAM , FLORIDA 33483 Z2 `J 20 2x TOWN OF GULF STREAM TO WN OF GULF STREA M SITE DATA TABLE Gross Lot Area Effectiv e Lot Area FAR Calculatio ns 1st Flo or Living nt.iu 1S S+.cnrverr-3 Ceilings over 15' (do uble) 2^d Floor Living 1s t Floo r Co vered o rches , ove rhan • s > 2 %' 2nd Floor Covered Awnings > 3' and scre en enclosure at 50% Garage Gross Floor Area O ut Buildings p l i1i ur\ Total Floor Area Proposed First 20,000 X .33XIMM Ov er 20,000 X .20 Total Allo wable FAR Per Manual Total HardscaPe Area Ioc 1 Lel (/ r .. .. .... ... ..... .... EXISTING `N' 4 N CIA Z 0 = I85, -7 DEMO • NEW N35 NIA L -176C -i7 4,(016.11 1D49 S Required Landscape Area �' f lot size x 40% 7 r.l 130 A ctua l % Lan dscape O pen S ace Area ask • NET 1 `s5 g21I r V20,2-7 5 5`1214 �x�FJ 3 t�lW�li � ► r X:\DEPUTY SHARED\Forms\Bldg & Oc c Re g Dept Forms\SITEDATA. DOC t. . • it 2(o,y2 en" OHqSB g Page 1 of 1 4/29/2021 Proper ty Appraiser GIS - Property Detail list by parcel control number Buffer: 20434604220000360 WEEKES NICOLE & 2520 AVENUE AU SOLEIL DELRAY BEACH FL 33483 6102 Buffer: 25 Acres 0.44 Sales instr WD MTG Value $ 845,136.00 Price $ 1,445,000.00 PUSE SINGLE FAMILY Taxbl $ 228,998.00 Date 7/6/2020 1 TaxDist 20984 Bldg $ 440,136.00 Book 31563 Land $ 405,000.00 Page 594 NAV PLACE AU SOLEIL LT 36 20434604220000350 Acres 0.30 Sales instr WD MTG PLACE AU SOLEIL LT 35 FREEMAN WESLEY E Value $ 622,751.00 Price $ 683,000.00 PUSE SINGLE FAMILY 2516 AVENUE AU SOLEIL Taxbl $ 514,499.00 Date 4/27/2018 TaxDist 20984 Bldg $ 217,751.00 Book 29826 GULF STREAM FL 33483 6102 Land $ 405,000.00 Page 976 NAV 20434604220000370 Acres 0.38 Sales instr WD MTG PLACE AU SOLEIL LT 37 NEUMANN MIGUEL & Value $ 679,604.00 Price $ 370,000.00 PUSE SINGLE FAMILY 2540 AVENUE AU SOLEIL Taxbl $ 338,270.00 Date 6/16/2011 TaxDist 20984 Bldg $ 274,604.00 Book 24624 GULF STREAM FL 33483 6102 Land $ 405,000.00 Page 1286 NAV 20434604220000380 Acres 0.30 Sales instr QC MTG PLACE AU SOLEIL LT 38 SMITH MARILYN J Value $ 405,000.00 Price $10.00 PUSE VACANT 479 FOX RIVER DR Taxbl $ 382,110.00 Date 6/21/2004 TaxDist 20984 Bldg $ 0.00 Book 17296 BLOOMFIELD HILLS MI 48304 1009 Land $ 405,000.00 Page 123 NAV 0260 0290 0270 0280 0330 0340 0400 0390 [420 0440 0550 0350 0380 0531 0360 0370 Avenue Au Soleil 0450 0460 0470 0510 0500 0490 0480 22 5120 Dorothy Jacks, CFA Palm B each County Pr operty Appraiser Notes: Location: D owntown Service Center 0 15 30 60 90 120 IMEWS Feet Map Scale Prod uced on: 4/29/2021 Key Select ed Parcels 100 1300 1111 500 Others _j 200 - 400 NOTICE OF APPLICATIO N FOR DEVELOP ME NT APPROVAL NOTICE IS HEREBY GIVEN that the Ar chit ectural Review and Planning Board of th e Town of Gulf Stream will hold a Publi c H earing on THURSDAY, JUNE 3, 2021 AT 8:30 A.M. and the Town Commis sion will hold a Public Hearing on FRI DAY, JUNE 11 , 2021 AT 9:00 A.M., both in the William F. Koch, Jr . Commission Chambers of the Town Hall, 100 Sea Road, Gulf Str eam, Florida, at which the following will be con sider ed: An application submitted by Russell Rosicki of Design R Architects as ag ent for Ryan and Nicole Weekes, owners of property lo cated at 2520 Av enue Au Soleil, Gulf Stream, Florida, legally described as Lot 36, Plac e Au Soleil, for the following: De molition Permit to permit th e remodeling of the north side of the building which includes raising the existing roof to allow higher ceiling s and the addition of a master bedroom . Level 3 Archite ctural/Site Plan Review to permit the c onversion of th e sun room to added living room space and the additions of the master bedroom and a pavilion which include s an outdoor kit chen . The Architectural Review and Planning Board shall make a recommendation to the Town Commiss ion, and the Town Commission s hall make a final dec is ion regarding the subject application at the meetings notice d above. Th es e meetings may be adjourned from time to time and place to place as may be necessary to hear all partie s and e videnc e. The complete applic ation mate rials are on file in th e Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be revie wed during regular busine ss hour s, which generally inc lude non -holiday wee kdays from 9:00 A.M . to 4:00 P.M . ALL PARTIES INTER ESTED IN THESE M ATTER S may appear before the Architec tural Review and Planning Board and the Town Commission of the Town of Gulf Stre am at the times and place aforesaid and be heard. SHOU LD AN Y IN TERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTU RAL REVIEW AND PLANNIN G BOA RD OR TH E TOWN COM MISSION WITH RESPECT TO ANY MA TTER CON SIDERED AT THESE PUBLIC HEARINGS, SAID PA RTY W ILL NEED A R ECORD OF THE PROCEEDINGS, AN D FOR SU CH PU RPOSE, M AY NEED TO INSUR E THA T A VERBATIM RECORD OF THE PROCEED INGS IS MA DE, W HICH RECORD INCLU DES THE TESTIMONY AND EVIDEN CE U PON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: May 19, 2021 TOWN OF GULF STR EAM 7‘2 - Rita L. Taylor) Town Clerk NOTICE OF APPLICATIO N FOR DEVELOPMENT AP PROVAL NOTICE IS HERE BY GIVE N that the Ar chite ctural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDA Y, J UNE 3, 2021 AT 8:30 A.M . and the Town Commissi on will hold a Public Hearing on FRI DAY, JU NE 11, 2021 AT 9:00 A.M., both in the William F. Koch, Jr . Commis sion Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which th e following will be considered: An appli cation submitted by Ru ssell Ro sicki of Design R Arc hitect s as agent for Ryan and Ni cole Weeke s, owners of property located at 2520 Avenue Au Soleil, Gulf Stream, Florida, legally de scribed as Lot 36, Place Au Soleil, for the following: Demolition Permit to permit the remodeling of the north side of the building whi ch includ es raising the existing roof to allow higher c eilings and the addition of a ma ster bedroom. Leve l 3 Architectural/Site Plan Review to permit the co nve rsion of the sun room to added living room space and the additions of the master bedroom and a pavilion which includes an outdoor kitchen. The Architectural Review and Planning Board shall make a recommendation to th e Town Commission, and the Town Commission shall make a final dec is ion regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and plac e to place as may be necessary to h ear all partie s and evidence . The complete application materials are on file in the Office of the Town Clerk locate d at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which ge ne rally inc lude non -holiday weekdays from 9:00 A.M . to 4:00 P .M. ALL PARTIE S INTERESTED IN THESE M ATTERS may appear before the Architectural R eview and Planning Board and the Town Commission of the Town of Gulf Stream at the times and plac e afores aid and be heard. SHOULD ANY INT ERESTED PARTY SEEK TO APPEAL A NY DECISION MADE BY THE AR CHITECTURAL R EV IEW AND PL ANNING BOARD OR TH E TOWN COMM ISSION WITH RESPECT TO AN Y MA TTER CON SIDERED AT THESE PUBLIC HEA RINGS, SA ID PARTY WILL N EED A RECORD OF THE PROCEEDIN GS, AN D FOR SUCH PUR POSE, MA Y NEED TO INSURE THAT A VERBATIM R ECORD OF THE PR OCEEDINGS IS MADE, W HICH RECORD INCLU DES THE TESTIM ON Y A ND EVIDENCE U PON W HICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: May 19, 2021 TOWN OF GULF STREAM Rita L. Taylor Town Clerk