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Home My Public Portal AboutAPP 22-7own of Gulf Stream Pre -Application Checklist: Level 111 PART 1. APPLICATION REQUIRE MENTS To be c ompleted by Town Staff during pre -application conference . A. Review and Appro val Pro ce sses B 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 Chang e Review 7. Appeal 8. Zoning code Text Amendment Review Sign Review 0 Site Plan Review, Level III . Site Plan Revision 12 Special Exception R eview 13. Subdivision R eview 14 . Variance R eview 15 . Rezoning R eview 16. (Other) Application Mat enais APPLICATION MATERIAL .. �4:,. �• .. ;. ., . ',a ^' ti NUMBER OF CO PIES REQUIRED I 1 / 1. Completed Development Application V V 2. Fee of ti. ,0'p+ moo + + = i> r%O Plan) 171 3. Ge neration Location Map (on site 17. 4 15 / D17, 5. Building Ele vations (2 full size, reduc ed*) 15 i/1 17 6. Floo r Plans (2 full size, reduced*) 15 ,� 7. Roof Plans (2 full size , reduced*) 0 8. Perspective and/or Color rendering (Recommende d for mee ting) 1- 1 9. Drainage Plan (if site is altered) 17 1 10. Landscape Plan (2 full size, 15 re duced*) 10a. Certification that Landscape Plan conforms to GS Code Section 66-1 "Open Front Lawn" . See definition t/ 11. Septic Tank Pe rmit 12. DOT Driveway Permit (if on A1A, for any alteratio ns to drive) 13. DOT Landscape Permit (A1 A) ✓ 17. 14. Survey (11" x 17") 15. Subdivision Plat 16. Concurrency Documents deed) f/ (71-7 17. Proof of Ownership (warranty ki 18. Agent Affidavit C % List of Adjacent Propert O wners 1 ,�19. Property owners withi 251300' stamped addre ssed nvelo es 1 V o return addres enve lo 21. Pro perty O wners Affidavit Set Existing Ho me (if applicable) ✓ 22. Photo s of Mana ement PI . n: Prir to Permit 1 23. Construction Traffic • a G. Prio r to Permi C9 24. Dama • e Bond: DIY: f d a win a re requ ired, two co pies shall be an o riginal full *NOTE: Where mu ltiple copies o a r g size (24" x 36") drawing whic h is signen fo r d an d seale d. detailed Allinfo ther co pies shall be reduced to 11" x 17". Please refer to the X:\DEPUTY SHARED\Forms\Bldg & Occ Reg Dept Forms\Level 3 Pre -App?. Cklst.docx Page 1 T OWN OF GULF ST REAM PALM BEACH COUNTY, FL ORIDA COMMISSI ONERS S COT T W. MORGA N, M ayor TH OM AS M. ST ANLEY, Vice -Mayor PAUL A. LYO NS, JR . JOAN K. ORTHWEIN DONNA S. W HITE Apr il 18, 2022 Mr. & Mrs. Stephen Str eit 590 Wr ight Wa y Gulf Stream, Florida 33483 Dea r Mr. & Mrs. Str eit: Telephone (561)276-5116 Fax (561)448-1009 Town Manager GRE GORY L. D UNHAM Town Cle rk RITA L. T AYL OR This is to confir m that at the P ublic Hearing held by th e Town Co mmission on April 8, 2022, your applicati on for a Speci al Exce ption to permit the a ddition of 20 sq . ft . of cove red ent ry that exceeds the ma ximum permitted FAR w as approved. Also approved w as th e application for a Level 3 Architectur al/Sit e Pl an R eview that included renovation of the exter io r of the existing two-st ory house at 590 Wright Way such as re plac ing doors, windows, ro of, the cover ed entry feature and o ther co smetic impr ovements, renov ation s to the existing swimming poo l a nd la ndsca pe re nova tions with th e foll owing conditi on: Any minor modifica tions to the appr ove d landsc aping shall be submitted to the To wn Ma na ger for r eview and approval and any m aj or modific ati ons shall be brought back to the ARPB for r eview and approv al prior to co mmencement of the la ndscaping. The se a ppro vals shall e xpire on April 8, 2023 if a Building Pe rmit Applic ation, including the a for ementio ne d impro ve ments, h as n ot bee n a pplie d for. Very tr uly your s, Ri � �— a Lam' aylor � To wn Clerk 100 SEA ROA D, GULF STR EA M, FLO RIDA 33483 PATRIC K RYA N O'C ONNELL ARC HIT ECT, LLC . 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC it: AA26003685 tel (561)-331-2048 WWW. PROARCHITECT.COM THE ST REIT RESIDENCE INDEX OF DRAWINGS ARCHITECT URE LANDS CAPE AR CHI TEC TURE 1. C OVER SHEET PROPOSED LANDS CAP E PLAN 2. SHEET INDEX 3. GENERAL LOC AT ION MAP AND PROJECT DATA T ABLE SURVEY 4. EXISTING SITE PLAN LOT , YARD AND AREA INFORMATION 5. PROPOSED SITE PLAN LOT , YARD AND AREA INFORMAT ION 6. EXISTING AND PROPOSED EAST ELEVAT ION 7. EXISTING AND PROPOSE D WEST ELE VAT ION 8. EXISTING A ND PROPOSED SOUT H ELEVAT ION 9. EXISTING AND PROPOSED NORTH ELEV ATION 10. EXIST ING MAIN FLOOR PLAN 11. EXIST ING SECOND FLOOR PLAN 12. PROPOSED MAIN FLOOR PLAN 13. PROPOSED SEC OND FLOOR PLAN 14. EXIST ING ROOF PLAN 15. PROPOSED ROOF PLAN 16. RENDER ELEVAT ION 17. RENDE R ELEVATION 18. RENDER ELEVAT ION 19. RENDER ELEVAT ION 20. PHOTOGRAPHS OF EXIST ING HOUSE 21. PHOTOGRAPHS OF EXIST ING HOUSE ARCHITECT: LANDSCAPE ARCHITECT: SURVEYOR: PATRICK RYA N O 'CONNELL ARCHITECT ENVIRONMENT DESIGN GROUP ENGLE LAND SUR VEYING 400 ROYAL PALM WAY, SUITE 206 PALM BEACH, FL 33480 561-331-2048 139 NORTH COUNTY ROAD, SUITE 20-B PALM BEACH, FL 33480 561-832-4600 955 N .W . 17TH AVE.SUITE K-1 DELRAY BEACH, FL 33445 561-276-4501 2 PATRICK RYAN PATRIC K RYAN O'CONNELL ARCHITEC T, LLC. O'CONNELL ARCHITECT 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 WWW.PROARCHITECT. COM ARCHIT ECT URAL REVIEW AND PLANNING BOARD - MAR CH 24, 2022 FL LIC #: AA26003685 tel (561)-331-2048 T HE ST REIT RESIDENCE PATRICK RYA N O'C ONN ELL ARCHITECT T own of Gulf Stream Site Data Table Gross Lot A reas 25,670 Effe ctiv e Lo t Area 25,069 FAR C alculation s EXISTING DEMO N EW NET 1st Flo or Livin g 4, 262 N/A N.C. 4,262 Ceilings o ver 15' (double ) 120 N/A N.C . 120 2nd Floor Liv ing 2, 023 N/A N.C. 2,023 1st Flo or C overed (porche s, ove rhangs > 2 1/2') 664 N/A 20 684 2n d Flo or Co vered O N/A N.C. 0 Awn ings > 3' an d screen e nclose d (@50%) 0 N /A N.C. 0 G arage 723 N /A N. C. 723 Gross Floor Are a 7, 792 N/A 7,812 Out Buildings N/A N/A N.C. N/A Total Floor A re a Propose d (7,812-300) 7,512 First 20,000 x .33 6,600 T )\ Over 20,000 x . 20 1,014 T otal Allowable FAR Per Manu al 7,614 Total Hardscape Area 7,121 Required Landscape Area (lot size x 40% ) 10,028 Actu al % Landscaped Open Space 12,159 PATRICK RYAN O'CONNE LL ARCHIT EC T, LLC . 400 RO YAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM oming In n 22>t f267; le 2 estre-It as (Villa Hum.. tf ingFactorin g Goinst ar Heart 8 Hier PA 9 )r age 0 rt 9 Surf Side Scuba D 9 Holistic He aling 9 RE/ MAX Services Susa n H orn e a fi V ug;nia Gardens Dr ynt6n Beach of lit.mboaVo City Bl essing Church B oatsetter- Boynton Bea ch Boal Rentals is rerside Gur he Ticket Clinic 4 Law Firm GENERAL LO CATION MAP NTS ARCHITECT URAL REVIEW AND PLANNING BOARD -F EBRUARY 24, 2022 2 ® Canadiar. LI,,b Cantella 8 Co gir a Bluegreen coatw�, Gulfstrearn Mang Gulf Stream City Hall a * r+.el; r SQakd 9 9 Sea Rd SUBJE CTil1 r eam 'li ce Department PROPERT Y 590 Wright Way. Delray B each, FL 334©3 Haman Rd N Ofd School Rd o` 0 or E m y takevt �3f Hotel dr _ ;i r._, PATRICK RY AN O'C ONNELL ARC HITECT , LLC. 400 ROYAL PALM WA Y, SUITE 206 PALM BEA CH FL 33480 FL LIC#: AA26003685 tel (561)-331-2048 WWW. PROARCHITECT. COM IMMEaraThrizrzIMMI ■MII■■■■ME AIMJITIRE11 PATRICK RYA N O'CONNELL ARC HITECT, LLC . 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW. PRO ARCHITECT. COM T -IE ST REIT RESIDENCE EX TERIOR SCOPE AND M ATE RIALS 30'-0' TO P OF ROO F $ 24' -0' TO P OF BEAM # SECO ND FLOO R -FINISH FLOOR $ 12' -0 -TOP OF BEAM T N NLSH ROO K FIRST FLOO R PROPOSED EAST ELEVATION 30'-0' TOP OF ROOF 21'-0' TOP OF BEAM # SECOND FLOO R -FINISH FLOOR 12'-0' TOP OF BEAM 1 6D _ 0'O" FINISH FLOO R FIRST FLOO R PA TRICK RYA N O'CONNELL ARCH 1 T E C T 1/4" = 1'-0" I7 • NEW WHITE CONCRETE ROOT 7LE - MITERED RIDGE AN? Hr CAPS • NEW CORER GUTTERS L D OWNSPOUTS • NEW SMOOTH SPONGE FINISH STUCCO WALLS • N EW MO.= CYPRESS TI' G AT E AVES ry - 1t aOCEPC S-AT-EAVE- • NE W ALUMINUM RALINGS • MAHOGANY PEDESTRIAN GATES • NE W ALUMINUM CLAD IMPACT RATED WINDO WS • FfeW ALUMINUM CLAD M1rACT RATED DOO RS • WOOD AND GL A55 *TACT RATED ENT RY -DOOR-- • NEW ALUMNUM OPERAMLE WINDOW AND POOR SHUTTERS 6 12'-0' TOP OF BEA M 10 '-0' T OP OF BEAM '-0' FINISH FLOOR IRSF FLOOR ■ ■ ■ DO DID DID DID ■ EXISTING EAST ELEV AT ION 1/4" =1'-0" PAT RIC K RYA N O'CONNELL ARCH IT ECT, LLC. 400 ROYAL PALM WAY, SUITE 206 PALM BEA CH FL 33480 FL LIC #: AA26003685 tel (561}331-2048 W W W. PROARCHITECT. COM A RCHITECT URAL REVIE W A ND PLANNING BO ARD - MARCH 24, 2022 12'-0' TOP OF BEAN 10'-0' TOP OF REAM -0" FINIS H FLOOR AST FLOOR THE ST REIT RESIDENCE EX TERIOR SCOPE AND MA TERI ALS 12'-O TOP Of REAM T 0'-0' FINISH FLOOR T FIRST FLOO R 12'-0 ' TOP OF REAM W -4 'Imo nook A_ MIST FLOOR Ix 6 U • NEW WHITE CONCRETE ROOT TILE - MRCRED RIDGE AND Hr CAPS • NEW GOITER CauTTCRS 1 P OYM OrOUT5 • NE W SMOOTH SrONGE r1NISH 57000 0 WALLS --*+NE ED T ••s-- • NEW r vc OUTLOOKERS AT CAVE • NEW ALUMINUM RNUNG4 • MAHOGANY rEPE STRUW GATES • NEW ALUMINUM CLAP IWACT RATED WINDOWS • NE W AW W WM CLAD MALT RATED POOR i wOOD-ANDY 100-wr CT RATED -ENTRY -- POOR • NEW AW W WM OrERAPL E WINDOW AND POOR 5HUTT ER5 W[11[11 n r — — — it — �. - — — II] _ it. — — - r�lii Ii�i1�J lI ! ! 11 111j I III! ,11 il, i L •I it F--- F FwW 11,_1 , i 6®sl 11" �i ILL ✓i�Hi! i! I! -T �4- I, - -1- ! ! I ii!! 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COM ARC HIT ECT URAL REVIEW AND PLANNING BOARD — MARCH 24, 2022 12'-0" TO P OF BEAM 0'-0' FINISH FLO OR FIRST FLOO R • 0 THE ST REIT RESIDENCE vs e� 0'-0^ FIN ISH FLOOR T FIRST FLO OR PROPOSED SOUTH ELEVATION 1/4" =1'-0" 0 EXISTING SOUT H ELEVATION 1/4" =1'-0" EXTERIOR SCOPE AND M ATERI ALS • NE W WHITE CONCRETE ROOT TLE - mart 'D RIDGE AND HP CAPS • NE W CORM GUTTERS k DO WNSPOUTS • NEW SMOOTH SPONGE r7 M511 STUCCO WALLS • NEW =LED CYPRESS "MG AT EAVES • NEW PVG OUTIAOKER5 AT SAVE • NE W ALUMINUM RAL1NG4 • MAHO GANY PEDESTRIAN GATES • NEW ALUMINUM CLAD IWAGT RATED WINDOWS • NEW ALUMINUM CLAD MEACT RATED DOORS • WOOD AND GLA55 YAPA CT RATED ENTRY DOOR • NEW ALUMINUM Of CRADL E WIND OW AND DOO R SHUTTERS 11 u u u u u u u u 30 '-0" TOP OF ROOF 2P-0^ TOP OF REA M 10,1 r TOP OF BEAM tO0' -0' FINISH FLO OR FIRST FLOOR 30'-0^ TOP OF R OOF 24'-0' T OP OF BEA M T 10,0- TOP OF RE AM 0'-0 ' FINISH FL OOR FIRST FL OOR PATRICK RYAN O'CONNELL ARC HITEC T PAT RIC K RYAN O'C ONNELL ARCHIT ECT, LLC . 400 ROYAL PALM WAY, SUR E 206 PALM BEACH FL 33480 FLLIC4 AA260036E5 tel (561)-331-2048 WWW.PROARCHITECT. COM ARCHIT ECT URAL REVIEW AND PLANNING BOARD - MAR CH 24, 2022 THE ST REIT RESIDENCE 30'-0" TO P OF ROOF u'-0" TOP OF REAM T 10'-0" TOP OF REAM 0 0'-0" FIN ISH FLOOR 4 FIRST FLOO R 0 0 C) PROPOSE D NORT H ELEVATION C ;� 1/4" =1'-0" 30'-O TOP OF ROOF T 04'-0" TOP OF REAM 10'-0"TOP OF REAM T 0' 0" FINISH FLOO R Mr ( Morale I J PATRICK RYAN O'CONNELL A RCH ITECT C) EXISTING NORTH ELEVATION = 1'-0" PAT RICK RYAN O'C ONNELL ARCHIT ECT , LLC . 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT. COM ARCHITECTURAL RE VIEW AND PLANNING BOARD - MAR CH 24, 2022 EXTERIOR SCOPE AND MA TERIALS • NEW WHITE CONCRETE ROOT TLC - MITCRCD EDGE AND HIr GARS _•_ w C tOR C>3(] TjRS L DOWNS rOUT B • NEW SMOOTH SrONGE rIN15H STUCCO WAL LS • NCW rICKLeD CYIRESS TX6, AT CAVES • NEW PVC OUTLOOq 2R5 AT SAVE • NEW ALUMINUM PALINGS • MAHO GANY PEOCSTRIAN GATES •-NEW -ALUMINUM CLAP ACT RATEP-WINDOWS • NEW ALUMINUM CLAP WALT RATED DOORS • WOOD A RO GLASS M ACT RAT EP ENTRY DOOR • NEW ALUMINUM CfERARLE WIN DOW AND DOOR SHUTTE RS _ 1Y-0'T OP OFREAM 0' -0" FINISH FLOOR FIRST FL OOR !11I III 0111111 NIIIIIIIII011lIn__ , ,111==: =111 I, !I!!!11111111'.111111111.,111:! 1J. , III 11 .III Illlll11-'1l'i11i1!111111111 1111 III Ilblll!Il 1;1111111111111111111_ PATRICK RY AN O'C ONNELL A RC HIT ECT, LLC . 400 ROYA L PALM WA Y, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA 26003685 tel (561)-331-2048 WWW.PROA RCHITECT.COM JJIL u�1 1�iiI10VNItll10NIIIIN81IldIIIA18189118011 - THE ST REIT RESIDENCE 0 EXIST ING SECOND FLOOR PLAN 114" = 1'-0" PATRICK RYAN O'CONNELL ARCHITECT PAT RIC K RYAN O'C ONNELL ARC HIT ECT , LLC. 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 W W W. PRO ARCHITECT. COM A RCHITECT URAL REVIEW AND PLANNING BOARD - MARCH 24, 2022 v111111111111lllli%1111111111111111121111n— -1[1h1111 11111i11111 11 1111: 1 r1'= 11IIIIII�illlll9111,-,�-_� Ill ill III1111111 JIII'. I I:I IIII NIII IIIFIII II-_-i,�illl JI1 III II ui,'.L�-ll--; �as�-�n'illl III �IV ..d:i�= 11Iu 11, y a11u1111u1 111 it Ir uu,umuwl=. !1111,1111111111 111'111'11,1 '1111 1111191111 11.1111111_ PATRICK RY AN O'CONNELL ARC HIT ECT , LLC. 400 ROYA L PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW. PROARCHITECT.COM 111 11111 1111111 11'111111111111111 111111 111 111,11 111 1111111118 011111111111,1111111111, tl1 NIII -' '; ,;%s ll =_ I 1 1 --- u11111111E1111111111111' L 1 IIft '111111111111111r111111.11 -q11111111111) @411111111111 -11 II11'1'1 II I.I1sI 0,1111IIICII41IIIIf11J111,1111,1 _I1Id!11111II11111111111111.11'IIn1uII111I1119'Ii111;:11!Ill 'I 1=1 IIII II 11411.:1III1IIIIIII.IIllldr,l 111' PAT RICK RYAN O'C ONNELL ARC HITEC T, LLC. 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC 8: A426003685 tel (561)-331-2048 W W W. PROA RCHITECT.COM PATRICK RYA N O'C ONNELL ARCH ITECT, LLC. 400 RO YAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW. PROARCHITECT. COM T HE STREIT RESI DEN CE 5� LOPE SL:12 OPE 6:12 6 CZ -y PATRICK RYAN O'CONNELL ARCHITECT SLOPE 6:12 6:12 CE SLOPE 6:12 aim SLOPE SLOE SLOPE 6:12 A A CL - SCOPE 6:12 PROPOSED ROOF PLAN 1/4" = 1'-0" PATRICK RY AN O'C ONNE LL ARCHITECT , LLC. 400 ROYAL PALM WAY, SUITE 206 PA LM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT. COM L"�lir >Z aim SOPS 6:12 SLOPE 612 SL OPE 6:12 S6:12 6:12 ARC HIT ECT URAL REVIEW AND PLANNING B OARD - MAR CH 24, 2022 GUTTER & DOWNSPO UT CALCULATIONS SIZED FOR 100 YE AR STORM, 5 MI NUTE DUR ATION: 9 .8 "/HOUR MAXIMUM AREA A LLOWA BLE F OIE A 3' DIAMETE R DOWNSPOUT: MIN. A RE A OF DOWNSPO UT = PL AN A REA x 1 .10 (FACTOR FOR 6/12 PI TCH) / 120 (S.F. PER SQ.IN. OF DOWN SPO UT) AREA OF 3' [AMMETER DOWNSPOUT = 7.07' AREA OF 4' DIAMETER DO WNSPOUT = 125 7" AREA OF ROOF SERVED = ARE A OF D.S . x 120 (S.F. PER SQ.IN. OF D.S.)/1.10 (FA CTOR FOR 6/12 PIT CH) MAXIMUM PIA' AREA FO R 3" DIAM. D OWNSPOUT : 771 S .F. MAXIMUM PLAN AREA FOR 4' RAM. D OWNSPOUT : 1,371 S.F. GU 1 I ER SIZING: G UTTERS SIZED PER COPPER DEVELOPMENT ASSO CI ATION TABLE 4.4.2 . EXPANSION JOIN T SPACING (TABL E 4.4.3): ROOF FIN/S. S MOOTH FLAT CONCRETE ROOF M STYLe, GOLARI NAVE ON WHITE WITH SL UR RY COAT. MANLrAGTIKLR$ 'tAGLE ROOFING ' *F ROVDE MIT ERED HI PS MP RDGee . ROOF MATE RIAL TO MATCH ARCHITECT'S SAW LE ROOF JAGKS.IALL ROOF JA QCS TO De GOFFR LOCATE JA CKS WITH ARGHTeGT W FED. PRIOR TO INSTAL LATION FLAT ROOF NOTE WATERPROOF ROOMS MEMORPJ✓C OVE R TAMED P4SUA/10N OVER Y G' EWOS UCE I PLYWOOD OVE R r ee-Bs.e eR® ROOF TRUSOe5 . SUONIT PROP05eD WAT 471000F 1G MEMORANE SFEG}Y ATIONS TO A RCHTFLT FOR RE VCW AND APPRO VAL THE STREIT RESIDEN CE 1 PROPOSED EAST ELEVATION PATRICK RYA N O'C ONNELL ARCHITECT , LLC. 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW. PRO ARCHITECT.CO M A RCHIT ECTURAL REVIEW AND PLANNING BOARD - M ARCH 24, 2022 r nv veIr,HT 0)7077 THE STREIT RESIDENCE sa 61 'J SCI n k2 re -a0 /AN M. if 1. 1 PROPOSED WEST ELEVATION PATRICK RYAN O 'CONN ELL A RCH ITECT PA TRIC K RYAN O'CONN ELL AR CHITEC T, LLC . 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 te l (561)-331-2048 WWW.PROARCHITECT. COM ARCH ITEC TURA L REV IEW AN D PLANNING B OARD - MAR CH 24, 2022 C OP YRI GHT rl 7A77 T HE STREIT RESIDEN CE Ci) PROPOSED SOUTH ELEVA TION PATRICK RY AN O'C ONNELL ARCHITECT, LLC, 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PROARCHITECT.COM ARC HITECTURAL REV IEW AND PLANNING BOARD - M ARCH 24, 2022 COPYRIGHT CC2022 THE STREIT RESIDEN CE 1 PROPOSED NORT H ELEVATION PATRICK RYAN O'CONNELL ARCH ITECT PATRIC K RY AN O'C ONNELL A RC HITEC T, LLC. 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC #: AA26003685 te l (561)-331-2048 WWW.PROA RCHITECT.COM ARCH ITECT URAL REVIEW AND PLANNING BOARD - MAR CH 24, 2022 C OPYRIGHT 02022 400 ROYAL PALM WAY, SUITE 206 PALM BEACH FL 33480 FL LIC 4: AA26003685 tel (561}331-2048 WWW.PROA RCHITECT.COM 400 ROYAL PA LM WAY, SUITE 206 PALM BEA CH FL 33480 FL LIC #: AA26003685 tel (561)-331-2048 WWW.PRO ARCHITECT. 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ST AND ARD RELO CATED R0YST0NE 4 R EGGIA ROYAL P ALM T RAC48ASP62MJM ASIATICUM J ASMINE MINIM A 4' LINERS, 6' 00 (1) P ODOC ARPLIS COL(l .W 14' OA HT. FTB (9) T ABERNA9.4ONT AN A DIV ARICOTA CRAPE JASMINE 3' X 3' TRA C}80SP67MUM ASIATI CLJM J ASMINE MINIMA 4' LINERS, 6' OC EXISTIN G ROY ST ONE A REGGIO, ROYAL PALM O' 8' 16' 24' liF. /AVIR0/YMC JIT D P TIG/'t G RO UP 191k A O* BoM S1dl-B Pal. Berg R SWO Raw MIRO) Nth N13114424 Londscape Architecture Land Ploaning Landscape Yanag enenl Dustin M.112d, IAA RA X6666181 11,11.1 o.inu.. lau,Aynq e.. 4 L JOB NUMBER: g 22007.00 LA DRA WN BY: La ur en Pr eeman DATE: 02.09.2022 MEET L1 .0 64 O. NW aze ,,L_O, �T�R 9,.4T4414:1 01 fT4ATBQX24 Pw^^ 642,3 / PgyT a Aro LEGEND: = co47ERLI E A/C = CONC RET E A/C PAD G0. = SANTARY SEWER CLEAN OUT +189 = ELEVATI ON BASED 174 NORT H AMMICA N VERTICAL DATUM 1988 SIXFY E.r 7 -HET GPS IETWORK- FLOCD ZONE AE (EL 6) C ON M.NTY PAN 1 N7. 125109 MAP /W_: 12099CYX98F L4FLCT1VE DATE OCTOBER 5 2017 NOTE ALL BO .IDARY LIMES AND ANXL.AR L1AE4AONS ARE PLAT AND SU RVEY LILESS STATED OTFfRW'SE ALL AAE NSONS at om HERE ON ARE BASED ON 7H E STA NDARD US FOOT . 77.15 SU RVEY H45 ACHIE VE D A MAI MEM LEVEL OF 15051145 CE 1 FOOT N 17,000 FM" AS WOWED FOR COMM RCIAL/NG4 RISK PRO PERTY 150514E WAS A474 VED BASED OYJ A /d 7X.IDAACY 41' A£A57188f)JT5 FOR VERTICAL, h 2R/Z OVTAL AI, D ANXL.AR DIMENSI ONS N7 SUBSURFACE SEARCH WAS MALE FOR UTIUTES OR LIDERORO .N7 FOOTERS DESCRIPTION A PARCEL OF LAND Al SECTION 3 AND 4, TO WN9I P 46 SOUTH RANGE 43 EAST, PALM BEACH COUNTY , FLO RI DA, BEI NG MORE PA RT70[ .LA RLY CE5CREt0 AS FOLLOWS - CCNI,E8C MD AT 718 NORTHWEST C OMER OF LOT 11 380474 3, AS SHOWN ON PLAT N7. 1 POLO FE1O5 RECORDED N PLAT BOOK 26 ON PAGE 13 PAL M BEAC H COUNTY PU BLIC RECLFIDS; 178438 NaRTEERLY ALONG ME NORTIE RLY DCIDI 8100 Or DE WEST LIE OF SAD LOT 11 SAD LIE LEAD ME EASTERLY PoCIT OF WAY LIE OF TIE ITTRAOOASTAL WATER WAY , A DISTANCE CF 2001 FEET TO DE FONT OF 8094 8G CF ME PARCEL TO BE HEREIN DESCRIBED; 77ENCE CENTIME NOR7FERL Y, ALONG 71-3 SA4 E COU RSE; A DISTANCE OE 14899 WI; NON E EASTERLY AT RIG HT ANGLES AH D PARAJ I FI TO DE NORTH LI E OF SAD LOT n 380474 A OSTAAGE a' 170.00 FEL 1; THEN CE SO UT H PA RALLEL TO TIE AFOPE L8SC REE0 EAST RIG HT OF WAY LIE OF DE NTRACOASTAL WATE RWAY, A DISTANCE OF 138.00 FEET TO A FONT N DE N ORTH F1GHT Of WAY LIE O- SCHOOL ROAD , AS SHOWN ON DE AFORE0.56RIBED PLAT AO 1 POLO FELD8 THENCE SOUTH WESTERLY ALONG SAID RIGHT OF WAY LI E, BONG A PARTIAL CURVE HAVIN G A RADI US OF 3000 FEL / AA D A CE NTRAL ANGL E OF 63'4757, A DI STA NCE OF 3 339 FEE I; THENCE NORTHWESTERLY, A DISTANCE OF 14325 FEL I TO DE POt NT OF EE01J✓YrG. MAP OF AS -BUILT SURVEY SITE ADDRESS. 590 WRIGHT WAY GULF STREAM FLORIDA 33483 PARCEL ID. NO: : 12-43-46-03-00-001-0040 / HEREBY CERTIFY THAT 945 RIMY WAS MAX MEM MY RamtsH7- CHARGE A ND MEETS SE SEAWARDS OF PRACTI CE AS SET FORM BY THE FL ORIDA BOARD OF PROFESS ON47- SIANEY475 AID MAPPERS N C HAPTER 52-17, FL ORIDA ADY M5TRA77YE OW8 P875790 T TO SECTI ON 472.027, FLCA7 DA STAT UT ES . NOT 4479 MOM! NE St 4IAT756 P E ORM& 410 S ue8i9 MO YA PPER 1 Ogiwir.q „m by P aul D. Pa ul D. Engle `w;,o„.”,T: A:TT PAUL D. ENGLE SURVEYO R & MAPPER #5708 ENGLE LAND SURVEYING LLC LAND SURVEYORS CERTI FICATE OF AUTHORIZATION 11138447 SURVEYOR AHD MAPPER IN RESPONSIBLE 01 : PAUA 0. ENGLE 955 NW. 17TH AVE N/E, SLOE K-1 , DELRAY BEACH( FU7 DA 33445 (561) 276-4501 732-3279 FAX 276-2390 64 7(( 6 51.01f/ ,74/4 37 2022 MO BOOK PAGE N1 as. o-1 26 SCAM r= D' OPOOt 22-017m T own of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVELOPMENT APPROV AL This form is to be used for all de velopment revi ew applications to be heard by the T own of Gulf Stream Architectural Revi ew and Planni ng Board, Board of Adjustment and/ or Town Commission . To compl ete the fo rm properly, pleas e review the acc ompanying Town of Gulf Stream Instruction Ma nual for Applic ati on f or Development Review Form. Failure to complete this form pr operly will delay its co nsid erati on. ARPB File # P ART 1I . GENERAL INFORM ATION To be completed by all applicants. A. Projec t Info rmation I.A.1. Project/Owner Name: 6P b f"ii./1- • _5 Mci, I.A.2. Project Address: "— D G'e4-i () Ii '► (� I.A. 3. Project Prope rty Le gal Descriptio n: ,4 fst` cf' 'I /40.4 z.46 j'�^-/ y %u .��'.r �� S�✓' Ph- h., 1.;1- t6.4c✓74c.11f• N1e7",1 lj ;cu d • gotta 'Z`1tG PAIL 1 �1 re,,,,b4 YL ,rcll 04- %� Tf/4's L Loiti kt7 t'� ../ I. A. 4. Project Description (describe in detail, including # of stories, etc.) E L .-V l Dr Uh d in%-l/i 6x( fex1OVOVI-On kb u►n tina)1-S4nvy StitViCW stops 11nehdes r lo,Con doors, wmv\dtws, an d *tt r ooC-, a mne W cove vc tiNlYkit cu' ow COsry waic.. qty &LS. I.A. 5. Square Footage of New Structure or Addition: Architectural style : KI4Av I. A.6. Check all that apply: Architectural/Site Plan Review ') No rth Oce an Boulevard Overlay (complete section 8) Demolition of Structures (co mplete section C) Land Clearing (complete section D) Special Exception _ )(complete sectio n E) Variance (complete section G) No n-residential uses (complete Section F) I. A. 7. Proposed F. F. E: 4' 5.3°1 ?41SAAtl 40‘ Type of Foundatio n: Fji. .1S-11'l1() kd r -ernes\ 11 B. Owner Information 'Lb ' . I.B. 1. Owner Address: lt,/, - ci ('T t JJ9'i 1 cvt 3'I3 I.B.2. Owner Phone Number: 901' yy3 3/9e Fax: 1.6.3. O wne r Signature: C. Agent Information I. C.1. Agent Name and Firm Name: PPvT& 1C -Rte( R'N cC.ONNeAU -- AmtiITEa l 1 I. C.2. Agent Address: y00 g,o 1Au ?ALM VJ fy -) STE- 2b(. O I.C. 3. Age nt Pho ne Number (0) SIQI'3'3i' 20148 Cell I.C.4. Agent Signature: Fax O fficial Use On ly Pre -App Date : ARPB Date: App Date: Recomme ndation: Co m Date: TC Date : Decision: Application for Development Approval, Fo rm ADA.32000 September 2004 Page 2 T own of Gulf Stream PART III . PROJECT DESCRIPTION AND JUSTIFICATION To be c ompleted 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. Proje ct Des cription and Justific ation III.A.1. In what zoning district is th e project site l ocated? III. A.2. Is th e project compatible with the intent of the zoning district ? Explain: 114 .“11 t/i 1I ? ri III.A.3. Is the pro ject consistent the Futur e Land Use Map and goals, objectives and p olicies of the Comprehensive Plan? Ye No Explain: i `u'11 f f, y.i, r eve. , c6 -4-"-S c.4- F .-1/ itt`l 6r II I.A.4. How are ingress and egress to the property to be provided? 1ri v2 wc1 ' () )kf IJt„y III.A.5. Ho w are the following utilities being provided to the property? a. Stormwater Drainage b. Sanitary Sewer c. Potable water . d. Irrigation Wate r (`�+ e. Ele ctricity f. Telephone g. Gas , h. Cable Television III. A.6. If the project invo lves the erection of one or mo re structure s, please describ e how the structures are consiste nt with the crite ria in Section 66-144 of the Town of Gulf Stream Cod e. (Attach additional sheet if necessary.) ink PART IV. A DDITIO NAL 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 requ ires the co mpletio n of additional Sectio ns as indicated. A. Additio na l Appro vals/Requ irements IV.A. 1. Does the project involve IApd area within fifty feet (50') of the A1A (North Oce an Boulevard) right-o f-way? Yes rrN (If "Yes", Section B of this part must be co mpleted. ) IV. A.2. Does the project involve the demo lition of one or more structures? Yes No (If "Yes", Section C of this part must be co mple ted.) IV.A.3. Does the project involve the clearing or the filling of any portion of an exis fifty pe rcent (50%) of the landscape area of a develo ped lo t? Yes (If "Yes", Section D of this part must be co mple ted. ) IV.A.4. Does the projec t require appro val of a Spec ial Exceptio n? (If " Yes ", Sec tion E of this pa rt must be co mpleted.) IV. A.5. Is the proa at variance with any regulations co nta ined in the Zoning Code? Yes (If "Yes" , Section G of this part must be completed.) vacant lot or more than Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream B. Pr ojects Requiring North Ocean Boule vard Overlay Permit IV.B.1 . What significant landscape features or architectural features are to be disturbed or a►.ed and to what extent? IV.B.2. Describe the need and justificati on f or the disturbance/additi on: IV. B. 3. Will the disturbance/addition destroy or seriou impair visual relationships among buildings, landscape features and open space, or introdu•- incompatible lands cape features or plant materi al that de stroys or impairs significant views o istas within the North Ocean Boulevard Overlay District? Ye s No Explain: IV.B.4. How is the design cons' : ent with the Al A Landscape Enhancement Project? IV.B.5. What mitigion is pro posed so that the disturbance/addition has the least impact possible to the visual and - sthetic quality of the North Ocean Boulevard Overlay District: C. Projects 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? IV. C. 3. Wha t is the landmark status of the structure s to be demolished? h' O pia D. Pro jects Re quiring a Lan d Clearing Permit IV.D.1. Describe those ve getative materials of 8 inches in diame ter and greater to be No rth Ocea n Boule . rd Ov erlay District: 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 b: itigated: IV. D.4. How are the remaining a nd relocated ve g- -tive materials to be protected and preserved during the land clearing and constriction activities - d the reafter? IV.D. 5. What replace - t materials are propose d? Application for Development Approval, Form ADA. 32000 Page 4 Se pte mbe r 2004 Town of Gulf Stream E. Projects Req uiring Sp ecial E xcepti ons IV.E.1 . Is the proposed use a p ermitted Special Exception use? No Code Section: 7 "'" (') IV.E.2. How is the use designed, located and proposed to be operated so that th e public health, safety, welfare, and morals will be protected? I S 17/4.4 /.:r'frfl %✓4> c f n , rn /4-7rr-2v/ ,27.e= SI "ic.!j-L 11A({i wDodi( Gil% v Ovit_T). IV. E. 3. Will the use cause tantial injury to the value of other property in the neighborh ood wh er e it is to be located? Yes No Explain: IV. E. 4. How will the use be compatible with adjoining development and the character of the District where it is to be located? Ef t'"r ltN) ( L 5c cS Q. it) r'e-IM0.1Y\ IV. E. 5. What landscaping and scree ning are provid ed? 5e . -e- l (1 r Q -P� c .)1 ay\ IV.E.6. Does the use co nform with all a pplicable regulatio ns gov erning the District wherein it is to be located? No Explain: £,`tIS`C1tJC1J Lb a c)1( k60S\4 0.Pp(OVeC • F. Non -Re side ntial Projec ts of Greater than 2 Un its IV.F. 1. If co mmon area facilities are to be provide d, describe them and how they are to be m aintai d: IV.F.2. If recreation facilities are to be pro vided, de scribe them and the' •otential impacts on surrounding Properties. IV.F. 3. For each of the following, list the • mber provided and their dimensions: Loading Spaces: Standard Parking Spac= Small Car Parki • Spaces: Handicap • -d Parking Spaces: Driv- ays/Aisle s: Application for Dev elopme nt Approval, Form ADA.32000 Pa ge 5 September 2004 T own of Gulf Str eam G. Proj ect s Requiring a V ariance (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 C ode require for this specific sit e? IV.G.3. What is proposed? IV.G.4. What is the total variance requested? IV. G.5. The following 8 mandatory variance findings from Section 66-154, ust be addressed: (Attach additional shee t if necessary.) (1) What spe cific conditions and circumstances exist which are peculiar to th e land, structure, or building involved and which are not applicable to other lands, structures or buildings in the same zoning district'? (2) Did the special conditions and circumstances result from e actions of the applicant? Yes No (3) Will granting the variance confer upon the applicant an special pri vilege that is denied by the Zoning Code to other lands, buildings, or structures in the sa e zoning district? Yes No Explain: (4) Ho w would a lite ral interpretation of the pr visions of the Zo ning O rdinance deprive the applicant of rights commonly enjoyed by other prop:rties in the same zoning district under the same terms of the o rdinance and work unnecessary and , ndue hardship on the applicant? (5) Is the Variance requested e minimum variance that makes possible the reasonable use of the land, building or structure? Y: s No Explain: (6) Will granting t - variance permit any prohibited use to be established or re-established: Yes No (7) Is the requeste d v ariance co nsistent with the goa ls, policies, and o bjectives of the future Land Use Map of the ado ed Comprehensive Plan? Yes No (8) Will the ariance be in harmony with the general intent and purpose of the Zoning O rdinance and no t be inj+rious to the area invo lve d or othe rwise de trimental to the public welfa re ? Yes No Ex lain: Application for Develo pment Appro val, Form ADA.32000 Page 6 Septembe r 2004 T own of Gulf Stream H. Projects requiring Rezoni ng 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 -xt chang e, Future Land Use Map change, Comprehensive Plan text change, or any c• • •'nation thereof, please describ e th e need and justification f or the request . PART V. OPTIONAL INFOR MATION This entire Part is optional for all applicants . Applica nts are encouraged, but not required, to provide any additio nal relevant information regarding the project that was not covered elsewhere on this f orm or on any of the o ther materials submitted with the application . €* o r (AY16 i11ic-Vi o r c - i s-1$1 c) s�vr its avtlexce. 6A-c,v i tY scc.e arc li cit.f-e.plac,Z not -fie., o v � tana o ws t arc Y(41 If\tw C.ov -eA .eat 1 Oki'OklittY CAC -HC., irn pr o v erne vyk • WittanoiL , w (c 2 )t/C) P oS'oYt Yv-w Vtoktd c -a - a I are c g -e rk.vk 0 v on -0 r\ I S w t n AS O -Cn nv 14 aF kNi s incl pbO 1. Applicatio n for Develo pment Approv al, Form ADA.32000 Page 7 Septembe r 2004 TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 22-7 Address: 590 Wright Way Prop osed Improvement: Approvals Requested: Special Ex ception: Level III Architectural/Site Plan Review: Gross Lo t siz e: 25,670 sq. ft. Proposed Total Floo r Area: 7,812 sq. ft. Zo ning District: Co re Finished Floo r: N/A Pervio us Area Require d: 10,028 sq. ft. Owner: Stephen and Jennifer Streit Agent: Patrick Ryan O'Connell, Architect The applicant is seeking to ren ovate the exterior of an e xisting two-st ory house. The exterior scope includes replacing d oors, wind ows, r oof, a new covered entry feature and other c osmetic impr ovements . Additi onally, the applicant is pr oposing landscape renovati ons and ren ovations to the existing pool . A Special E xception to all ow the additi on of 20 sq . ft . of c overed entry. A permit to ren ovate the exteri or of an e xisting two- story house. The exterior sc ope includes replacing doors, windows, a new covered entry feature and other cosmetic impr ovements. Additionally, the applicant is proposing landscape ren ovations and renovations to the existing po ol. Effective Lot Area: 25,069 sq. ft . Allowa ble Floo r Area: 7,614 sq. ft . Roo f Height: N/A Eave Height: N/A Pervious Area Provided: 12,159 sq. ft. Issues Co nsidered During Review: Section 66-144: Standards: Regarding Level III A rchitectura l/Site Plan Review Sectio n 66-367: Swimming Poo ls Sectio n 70-72: Specia l Exception FA R Sectio n 70-100: Roo f and Eave Heights Chapter 70: Gulf Strea m Design Manua l; Article VII: Predominant Architectural Styles; D ivisio n 3: Gulf Stream Bermuda Style Motions: Mo tion to a pprove a Special Ex ception to allow the addition of 20 sq. ft. of covered entry that ex ceeds the maximum permitted FA R. Motio n to approve a Level III Architectural/Site Plan to permit the reno vatio n of the ex terio r of an existing two -sto ry house including replacing doors, windows, roof, a new covered entry feature, other cosmetic impro vements, landscape reno va tio ns a nd renovations to the e xisting poo l with the fo llo wing condition: Town Commission ARPB File #22-7 ARPB March 24, 2022 TOWN COMMISSION April 8, 2022 Page 2 1. Any minor modifications to the appr oved landscaping shall be submitted to the Town Manager for review and approv al and any major modifications shall be brought back to the ARPB f or review and appr oval, prior to commencement of landscaping. ARPB Da te : March 24, 2022 Action - Special Exception to allow the additi on of 20 sq . ft. of covered entry that exceeds the max imum permitted FAR . - appr oved 5-0 Action - A rchitectural/Site Plan to permit the ren ovation of the e xteri or of an existing two-st ory ho use including replacing doors, windows, r oof, a new c overed entry feature, other cosmetic improvements, landscape renovati ons and ren ovati ons to the e xisting po ol with the foll owing conditio n: 1. A ny minor modificatio ns to the appr oved landscaping shall be submitted to the Town Manage r for review and approval and any major modificati ons shall be br ought back to the A RPB fo r review and appro val, prior to commencement of landscaping. - appr oved 5-0 TOWN COMMISSION Date: April 8, 2022 Action - Special Ex ceptio n Action - Architectural/Site Plan TOWN OF G ULF STREAM ARCHITECTURAL REVIEW & PLANNING BOARD REPO RT Application #: 22-7 Address: 590 Wright Way Proposed Improvem ent: Appro va ls Requested: Special Exception: Level III Architectural/Site Plan Review: Gross Lot size: 25,670 sq. ft. Pro po sed Total Floo r Area: 7,812 sq. ft. Zoning District: Core Finished Floor: N/A Pervious Area Required: 10,028 sq. ft. Owner: Stephen and Jennifer Streit Agent: Patrick Ryan O'Connell, Architect The applicant is seeking to renovate the exteri or of an existing two-st ory house. The e xteri or sc ope includes replacing d oors, wind ows, r oof, a new c overed entry f eature and other cosmetic improv ements . Additi onally, the applicant is proposing landscape renovations and ren ovations to the e xisting p ool. A Special E xception to allow the addition of 20 sq. ft. of covered entry. A permit to renovate the e xterior of an e xisting two- story house . The e xteri or sc ope includes replacing doors, wind ows, a new covered entry feature and other cosmetic impro vements . Additi onally, the applicant is propo sing landscap e ren ovati ons and ren ovati ons to the existing pool. Effective Lot Area: 25,069 sq. ft. Allowable Floor Area: 7,614 sq. ft . Roo f Height: N/A Eave Height: N/ A Pervio us Area Pro vided: 12,159 sq. ft. Issues Considered During Review: Sectio n 66-144: Standards: Regarding Lev el III A rchitectural/Site Plan Review Section 66-367: Swimming Pools Section 70-72: Special Ex ception FAR Sectio n 70-100: Roo f and Eave Heights Chapter 70: Gulf Stream D esign Manua l; Article VII: Predo minant A rchitectural Styles; Division 3: Gulf Stream Bermuda Style Motions: Motion to recommend a pprova l of a Special Exception to allow the additio n of 20 sq. ft. of covered entry that ex ceeds the ma ximum permitted FAR. Mo tio n to reco mmend approval of a Lev el III Architectural/Site Plan to permit the reno vatio n of the exterio r of an ex isting two -sto ry house including re placing doo rs, windo ws, roo f, a new Town Commissi on ARPB File #22-02 TOWN COMMISSION March 11, 2022 Page 2 c overed entry feature, other cosmetic impr ovements, landscape renovati ons and renovati ons to the e xisting po ol with the f ollowing c ondition: 1. Any minor modifications to the appr oved landscaping shall be submitted to the T own Manag er for review and approval and any major modificati ons shall be brought back to the ARPB for review and appr oval, pri or to commencem ent of landscaping. ARPB Date: March 24, 2022 TOW N OF GULF STREAM SITE D ATA T ABLE Gross Lot Area lb $ tp7 0 Effective Lot Area 25, 0 (pq FA R Calculations E XISTING DEMO NEW NET 1' Floor Living y,1 .tia . tJ /A, N•C. 4-1,1.t a2 Ceilings over 15' (double)12O N/A 14.C.. r2-0 2" Floor Living 2,023 N 1 A N • C,. 2, 023 1St Floor Covered (porches, overhangs > 21/2) 1PULA tqIk 2.0 19V1 2" `� floor Covered 0 WA N.C. n A wnings > 3' a nd screen encl. (@50%) 0 N 1 A 1J • C• 0 Garage 123 NI iA N .C . -123 G ross Floor Area -1 I -1 'VI N1A 13 --1,1311. Out Bu ildings ^(/A NIA nj .t . NIP% T otal Floor Area Proposed ( `�l$1'„ - 3bo) --1,5 12 First 20,000 X . 33 Les .-P 60 Over 20,000 X . 20 11 b 14 Total Allowable FAR Per Manual 1 11q Tota l Hardscape Area --1 1 -LA Required La ndsca pe A rea (lot size x 40%) 101 0/B Actual % Lan dscaped Open Space Area 11.)1S9 Mega n K ossove To: S ubject: Town of Gulf Stre am 100 Sea Road Gulf Stream, Florida 33483 Submittal Contact: Rita Ta ylor — Town Clerk 561.276.5116 PATRICK RYAN O'CON N ELL El Patrick O'Connell Town of Gulf Stream Megan Kossove j Chief Operating Officer Patrick Ryan O'C onnell Architect, LLC . -Architect ure - Design -I nteri ors Cell: (561) 723-6766 Tel: (561) 331-2048 E: Megan@ proarchitect.com J W: www .proarchitect .com A: 400 Royal Palm Way, Suite 206 Palm Beach, FL 33480 A R C N I 1 E C If you have received this email in error please notify the system manager. This message contains confidential information and is intended only for the individual named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail . Pleas e notify the s end er imm ediat ely by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. If you are not the intended recipient you are notified that disclosing. copying . distributing or taking any action in reliance on the contents of this information is strictly pro hibited. 1 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT MORGAN, May or THOMAS M. ST ANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN PC ORTHWEIN DONNA S. WHITE STA TE OF FLORID A ) COU NTY OF PALM BEAC H ) TOWN OF GULF STREAM ) AGENT AFFID AVIT Teleph one (561) 276-5116 Fax (561) 737-0188 T own Ma nager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR BEFORE ME THIS DAY PERSONALL Y APPEA RE D (Owner) rY-,4- , WHO BEING DULY SWORN, DEPOSES AND SA YS: THAT THE PERSON(S) OR COMPA NY OR FIRM LISTED BELOW HA VE THE CONSEN T OF THE OW NER OF THE PROPERTY LIS 1ED BELOW TO REPRESENT THE OWNER OF SAID PR OPE RTY AS AGENT FOR SITE PLAN REVIEW WITHIN THE TOW N OF GULF STRE AM . THE SUBJECT PROPERTY IS LEGALLY D ESCRIBE D AS FOLLOWS: A rt.-tr ` .^ 5- Leti I •"'`W . r ` � � � t y (4. 6h 6,-17 (�L /mss ��tjr„ .h r ��c�-1 dr,, 4. J. of c • i a 240.�9rum } a,:hi; � rs -.iv A-1,, AGENT'S(S) NA ME: c ' I/ COMPANY OR FIR M NAME: A, A -- 0e= 6rC�:•VvC// j /tl ritif"l- h I - AGENT'S ADD RESS: tit! "—o pt / '-4 /m 14J: Cv ` k AGEN T'S PH ONE: le, 4e4a, r 7?fo FUR TH ER AFFIA NT SAYETH NOT. (Owner Signature) JO SWORN AND SUBSCRIBED BEFORE ME THIS'\ D AY OF t , 20 1_Z Megan Kossove Notary Public State of Florida Comm# HH142384 Expires 6/14/2025 (NOTARY PUBLIC) 100 SEA ROAD, GULF STREAM, FLORIDA 33483 1-tfA-(rb-c_ T OWN OF GULF STREA M PAL M BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR . JOAN K. ORTHWEIN DONNA S. WHITE STATE OF FLORIDA COU NTY OF PALM BE ACH TOWN OF GULF STREAM AFFID AVIT Telephone (561) 276-5116 Fax (561) 737-0188 Town Manager GREGORY L DUNHAM Town Clerk RITA L. TAYL OR BEFORE ME THIS DAY PERSONALLY APPEARED \) fic r <'1-ry_4'f , WHO BEING DUL Y SWORN, DEPOSES AND S AYS THAT THE ACCOMPANY IN G LIST OF PROPE RTY OWNERS, MAILING ADD RESSES AND LEGA L D ESCRIPTIONS OF ALL PROPERT Y (circle one): (1) within 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing, Signs a nd Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCR IBED PA RCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND A CCURA TE AS RECORDE D IN THE LATEST OFFICIAL TAX ROLLS IN TH E PA LM BEACH COUN TY COURT HOUSE . * street and waterways are excluded from this distan ce THE SUBJECT PROPERT IS LEGA LLY DESCRIBED AS FO LLOWS: C;, rr.1 Z ch4 'J 3 ,J % (> y6 _, I1„ Pte, Y. 3 f J � � . , /6 tr.. c v i t, ,rG', dc --0 w : 3 a J�," rc 4''d .y, ©-)3 Z%PA -9( 11 �'-, � :Jti1 , -N„ . `J c» Al.-, rL . FURTHER AFFIANT SAYETH N OT: / n SIGNATURE SWO RN A ND SUBSCRIBED BEFOR E ME THIS `Sr DA Y OF J (). V�CV , 20 22 M ega n Kossove Notary Public State of Florida Comm# HH142384 Expires 6/14/2025 (NOTARY PLIC) 100 SEA ROA D, GULF STREAM, FLORIDA 33483 T HIS INST RUMENT P REP ARED BY AND PLE ASE RETU RN TO: EDWARD B. COHEN, ESQUIRE Cohen Kotler, P. A. 54 S .W. Boca Raton Blvd .. Boca Raton, Florida 33432 Property Appraisers Parcel Identificatio n Folio No: 20-43-46-03-00-001-0040 W ARRANTY DEED THIS WARRANTYDEED, made this .5 day of \t, t,s‘- , 2021 by R obert G. So uaid and Jane S ouaid, husband and wife, wh ose post office address is 3860 Bermuda Lane, Un it 5, Delray Beach, FL 33483, herei nafter called the Grantor, to Stephen Gifford Streit a nd Jen nifer Sarah Streit, husba nd and wife, whose post office address is 590 Wright Way, Gulf Strea m, FL 33483, hereinafter called the Gra ntee . (Wherever used herein the terms " Gra ntor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, wherever the context so admits or requires) WI T NE S S E T H, that the Grantors, for and in consideration of the sum of Ten Dollars ($10 .00), and other valu able considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, convey and confirms unto the Grantee all that certain land, situate in Palm Beach County, State of Florida, viz: A Parcel of land in Sections 3 and 4, Township 46 South, Range 43 East, Palm Beach County, Florida, being more particularly described as follows, to wit: Commencin g at the Northwest corner of Lot 11, Block 3, as shown on Plat 1, "Polo Fields", recorded in Plat Book 26, Page 13, Palm Beach County' Public Records; thence Northerly along the Northerly extension of the West lin e of said Lot 11, said lin e being the Easterly right-of-way li ne of the i ntracoastal waterway, a distance of 20.01 feet to the point of beginning of the parcel to be herein described; thence co nti nue Northerly, along the same course, a distance of 148.99 feet; thence Easterly, at right angles, parallel to the North line of said Lot 11, Block 3, a distance of 170 feet; thence South parallel to the aforedescribed East right-of-way li ne of the In tracoastal waterway, a distan ce of 138 feet to a point in the North right-of-way line of School Road, as shown on the aforedescribed Plat N o. 1, "Polo Fields"; thence Southwesterly along said right-of-way line, being a partial curve having a radius of 30 feet and a central angle of 63° 45'57" , a distance of 33.39 feet; thence Northwesterly, a distance of 143. 25 feet to the point of beginning aforedescribed. SUBJECT TO : 1) Comprehensiv e land use plans, zoning, restrictions, prohibitions and o ther requirements imposed by governmental authority without reimposing same; 2) Restrictions and matters appearing on the plat or otherwise common to the subdivision without reimposing same; 3) Public utility easements of record without reimposing same; 4) Real property taxes for 2021 and subsequent years. Together, with all the tenemen ts, hereditaments an d appurt enances thereto belonging or in anywise appertainin g. To Have and to Ho ld, the same in fee simple forever. 1 And the Grantor hereby cove nants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has g ood right and lawful authority to sell a nd convey said la nd, and hereby warrants the title to said land and will defe nd the same against the lawf ul claims of all persons whomsoever; and that said la nd is free of all enc umbrances, except ta xes accruing subsequent to December 31, 2020 . In Wit ness Whereof, the said Grantor has sig ned a nd sealed these presents the day and year first above written . Signed, sealed and delivered in the presence of: (=) c2) WitnewS#gnature Robert G. Sou. id ,,PlY/O3860 Bermuda Lane, Unit 5, Delray Beach, FL 33483 Pri--tnted Name in/'1 vZA?rt e" -C " Witness Signature 6—ezi -014)-4 Prin ted e 0 it -ED L Witness Signature (_�i wtWp r pted Name Witness Signature , YCt- a Printed Name AK) -1 Ja eouaid 3860 Bermuda Lane, Unit 5, Delray Beach, FL 33483 STATE OF FLORIDA ) )ss. COUNTY OF PA LM BEACH ) The foregoing instru ment was acknowledged before me by means ok physical presence or ❑ on lin e n otarization, this 3\ day of / 3( Ad- , 2021 by Robert G. So uaid and Ja ne Souaid, who are person ally known to me (or who has produced L -1")11— as iden tification). N otary Pu blic, State of Florida 2 (SEAL) GEORGEANN AMODEO 14 MY COMMISSION # HH 010147 ^ �-;;o' EXPIRES: July 15, 2024 •'•F OF F�°•• g0(1� Thru Notary PUNIC Underwriters Town of Gulf Stream Applicati on Fees for Le vel 2 Architecture Re view Steve & Jenny Streit 590 Wright Way Gulf Stream, Florida Architectural/Site Pla n R eview; Level 2 $1,000.00 Mailing costs for notification $1Q0 Special exception $400.00 Total Application Fees: $1,415.00 Rita Tayl or From: Trey Nazzaro Sent: Friday, January 14, 2022 4:08 PM To: Randolph, John C. Cc: Gregory Dunham; Rita Taylor Subject: Special Exception Floor Area Ratio -- remodel question Skip, I had a question about a previously approved home that was granted a special exception under GS Code Sec 70-72 Special Exception Floor Area Ratio (b) for an extra 300 square feet that exceeds the maximum permitted FAR that is covered and unenclosed. The owner/applicant wants to demolish part of the constructed covered, unenclosed area covered by the previously granted special exception and reconstruct it in a different area, covered and unenclosed and still exceeding the maximum permitted FAR — but not seeking any additional FAR that was not approved previously. The GS code reads as follows: (b) Roof projections. Up to 300 square feet of roof projections (covered, unenclosed floor areas) may exceed the maximum permissible FAR subject to the following: (1) Maximum floor area. The maximum floor area in excess of FAR is 300 square feet . One or more roof projections may be approved under this special ex ceptio n provided the total floor area of all projections does not exceed the maximum permitted FAR, by more than 300 square feet. (2) Specific standards for review. a. The roof projection(s) shall be compatible and complementary to the architecture of the structure and shall add appropriate architectural detail and relief to a facade. b. The roof projection(s) shall not make the structure look more massive. c. The total floor area of the roof projections shall not exceed the maximum permissible FAR by more than 300 square feet. d. For each one square foot of roof projection over the maximum permissible FAR, two square feet of roof projection must be provided that are within the maximum permissible FAR, and all shall remain forever unenclosed. e. Prior to the issuance of a certificate of occupancy or certificate of completion, the owner of the property shall prepare and record a deed restriction which, at a minimum, shall provide that all roof projection areas required to remain unenclosed as per approval of this special exception shall remain so for as long as the structure is in existence or exceeds the maximum permissible FAR. Because the code specifically provides for the new covered area to be "compatible and complimentary" to the architecture of the structure, and further must "not make the structure look more massive" I am of the opinion that adjusting the portions of the home that were covered by this special exception will require the same analysis to be 1 performed by its very nature, and the applicant would therefore need seek approval for this special exception again to perform this work . This question is important because if the application includes a special exception, it would be a level 3 with review done by the Town Commission as opposed to a Level 2, with review by the ARPB only . Please feel free to give me a call to discuss. It seems straightforward but I wanted to know your thoughts on the matter. Thank you, Trey Edward (Trey) C. N azzaro Assistant Town Attorney Town of Gulf Stream 100 Sea Road Gulf Stream, Fl 33483 (561) 276-5116 Notic e: Florida has a very broa d public records law . Written communications regarding Town of Gulf Stream business are public records av aila ble to the public upon request. Your e-m ail communications are therefore subject to public disclosure. Under Florida law, e-mail addresses are public records. If you do not want your e-m ail address released in response to a public records request, do not send electronic mail to this entity . Instead, cont act this office by phone or in writing. 2 Rita Taylor From: Steve S <sgstreit@gmail .com> Sent: Monday, February 14, 2022 10:51 AM To: Gregory Dunham; Rita Taylor Subj ect: Fwd: Revised Data Table Attachme nts: 2-14-22 L ocation map and data table.pdf [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe .] See attached for the data table. One small revision: the 1st Floor Covered entry addition was correctly listed at 20 square feet, however Patrick forgot to update the Gross Floor Area number. This is now fixed. So in summary we are attempting to add a 20 square foot covered entry. Nothing is being demolished. See you both at 1pm today. Forwarded message From: Patrick O'Connell <patrick@ proarchitect.com> Date: Mon, Feb 14, 2022 at 10:43 AM Subject: Revised Data Table To: Steve S <sgstreit@gmail.com> Cc: Megan Kossove <megan@ proarchitect.com>, Andry Romay <andry@proarchitect .c om>, Hung Huynh <hung@proarchitect. co m> Steve, See attached for revised data table drawing sheet. Our overall calculations were actually correct in that we used the 20sf number. So the only change was replacing the typo of 13 s. f. with 20 s. f. Thanks! -Patrick Patrick R. O'Connell, MA I Owner Patrick Ryan O'Connell Architect, LLC. I -Architecture -Design -Interiors Cell: (301) 717-7297 I Tel: (561) 331-2048 I E: Patrick@ proarchitect.co m I W: www.proarchitect.com A: 400 Royal Pa lm Way, Suite 206 I Palm Beach, FL 33480 aryl 1 Rita Tayl or Fr om: Steve S <sgstreit@gmail .com> S ent: Monday, February 14, 2022 10:51 AM T o: Gregory Dunham; Rita Taylor Subject: Fwd: Revised Data Table Attachme nts: 2-14-22 Location map and data table.pdf [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe .] See attached for the data table. One small revision: the 1st Floor Covered entry addition was correctly listed at 20 square feet, however Patrick forgot to update the Gross Floor Area number. This is now fixed . So in summary we are attempting to add a 20 square foot covered entry. Nothing is being demolished. See you both at 1pm today. Forwarded message From: Patrick O'Co nnell <patrick@proarchitect.com> Date: Mon, Feb 14, 2022 at 10:43 AM Subject: Revised Data Table To: Stev e S <sgstreit@gmail.co m> Cc: Megan Kossove <megan@ proarchitect. co m>, Andry Romay <andry @proarchitect .com>, Hung Huynh <hung@ proarchitect.com> Steve, See attached for revised data table drawing sheet. Our overall calculations were actually correct in that we used the 20sf number. So the only change was replacing the typo of 13 s.f. with 20 s.f. Thanks! -Patrick Patrick R. O'Connell, AIA owne r I Patrick Ryan O'Connell Architect, LLC. I -Architectu re -Design -Interiors I Cell: (301) 717-7297 I Te l: (561) 331-2048 I E: Patrick@proarchitect. co m I W: www. proarchitect. com I A: 400 Royal Palm Way, Suite 206 I Palm Beach, FL 33480 1 THE STREIT RESIDEN CE PATRICK RYAN O'CONNELL Tow n of Gulf Stream Site Data Table Gr oss Lot Areas 25,670 I;Itcetrv c L ot Area 25,069 F AR Cal culati on EXIS TING DEMO NEW _ NE T 1st Floor Li ving 4,262 N/A N.C. 4,262 Ceilings over 15' (do uble) 120 N/ A N.C. 120 2 nd Floor Livi ng 2,023 N/A N.C . 2,023 1st Flo or C ov ered (p orches. o verha ngs > 2 1/2') 664 N/A 20 684 2 nd Fl oor C overed 0 N/A N .C. 0 Aw nings >3' a nd scree n en cl os ed ((ip50 %) 0 N/A N.C. 0 Garage 723 N/ A N .C.723 Gross Flo or Ar ea 7,792 N/A "2(' 7,812 Out B uildings N/A N/A N �N/A 1 1 oral Moor Ar ea Proposed (7,812-300) 7,512 First 20.000 x 33 6,600 O ver 20,000 x .20 1,014 T otal All owable F AR Per Ma nual 7,614 T otal Hardscap e Arca 7,121 Req uir ed Landscape Are a (lot size x 40 %) 10,028 Actu al % La nds caped Ope n Space 12,159 PAT RICK RYAN O' CON NELL ARCHI TECT, LLC. 400 ROYAL PALM WAY, SUITE 206 PALM BEACH IL 33480 R LIE 8:6626003685 tel 1561}331.2048 009W PROARCHITECT .CO M noting Inn r 128A .1•i,4w MnaA 4ua. r 1 I •I SlingFactonn0Q4t�)R Y C Omrte19 I0 He n 8 r r Pp /rage • Ln seer •••,'' 'Cn( Bl essing Church 4 +R' ve 9 9 PE/MAX Services Susan Home 7Roelse6erry 8653153 8010680 40 R eMtNs- 9 ,.. 1e -flake! 0lini6 5 ta w Finn Canteen 8 0. Bluegreen 1Gulfslream Cwi[ Stream CtM Hall a Ann'1 •'Hn:H •�a .•n 4er© ream SU BJ ECT IN KStao aPadm<nc / PROPER TY O.Wti4h1WAX1 ;4. 0 01.85 B each, FL 35200 0 GENERAL LOCATION MAP C ;} NTS ARC HITECTU RAL RE VIEW AN D PLAN NI NG B OARD -FEB RUARY 24, 2022 8 5652 84 9 GP Stream Sc noal COrvlIGHr©2021 THE STREIT RESIDEN CE PA TRICK RYAN O'CONNELL Town of G ulf Stream Site Data Table Gross L ot Areas 25,670 Effecti ve L ot Ar ea 25,069 )-AR C al culations EXISTING DEMO NEW NET Ist Flo or Li vi ng 4.262 N/A N C. 4 ,262 Ceili ngs over 15' (d oubl e) 120 N/A N. C. 120 2nd Fl oor Living 2,023 N/ A N. C. 2.023 Isr Fl oor Cover ed (p orches, overh angs > 2 1/2') 664 N/A 20 684 2nd Flo or Co vered 0 N/A N.C. 0 Aw ni ngs >3' and s cree n enclosed (1851.1%) 0 N/A N .C. 0 Garage 723 N/A N .C . 723 Gr oss Flo or Area 7,/A N/A C0 C. N/ A N C..\\ N/ A Out Buildings N/A N/A ' oral H oot A rea Propos ed (7 812-300) 7.512 First 20.000 x .33 6,600 O ver 20.100 x 20 1,014 Tonal All ow able FA R Per Ma nual 7 .614 T otal Hardscape Ar ca 7,121 _ Requir ed Landscape Area (lot size x 40%) 10,028 A ct ual % La ndscaped Open Space 12,159 PATR ICK RYAN O'CO NNELL ARC HITECT, LLC . 400 ROYAL PALM WAY. SUITE 206 P AL M BEACH FL 3 3180 FL LIC•. AA2600368S rd (561}331-2048 WWW.PROARCHITECT .COM :Q uape mtdn Bea, CO, Blersin0 Coe teTialrel Cllnlc 5 LAN Finn 9 HOIistic,H eASo e 9 H Ser vices Sus an Sus an Norse : GENERAL LOCATI ON MAP NTS AR CHITECT URAL REVIEW AN D PL ANNIN G BOARD -FEBRUARY 24, 2022 Cal e eh R Co Gulf Sgeam CM Mall 99 BGe9reen couq, Ull9lreant M leyoy sue SUBJEC TIf Ice Departm ent PROPERTY 90 W ri01Y/0y. Delray Beach FL 33163 OH SO. Rd 900if Stream �. In Bi CI Lo cation: Downtown Service Center Dorothy Jacks, CFA Palm Beac h County Property A pprais er Notes: 0 10 20 40 60 00 Fee t Map Scale Produced on: 1/26/2022 Key Selected Parcels 11E100 ® 300 - 500 Others 200 - 400 DOROTHYJACKS CFA, AAS Palm B each C ounty Pr operty Apprais er Government al Cent er - Fifth Fl oor 301 North Olive Av enu e West P alm B each, FL 33401 t el 561.355 .3230 fax 561 .355 .3963 pbcg ov.org/p apa ORDER#: DATE RECEIVED: REQUEST F OR DATA RUN OR PROPERTY INFORMATION NAME OF COMPANY AND/ OR INDIVIDUAL: Stephen Streit (PLEASE PRINT) ADDRESS: 590 Wright Way, Gulf Stream, FL 33483 (PLEASE PRINT) TELEPHONE NUMBER(S): 917-443-3198 E-MAIL ADDRESS: sgstreit @gmail .com RADIUS - O PTIONAL - WHERE NEEDED, (INDICATE NUMBER OF FEET FR OM STARTIN G POINT): 25 feet PROPERTY CONTROL NUMBERS (PCN'S) - F OR VARIANCES: PUBLIC RECORDS - DESCRIPTION OF RUN OR AREA REQUESTED: INDICATE AMO UNT NEEDED: VARIANCE REQUEST 1 OWNERS LIST 1 RADIUS MAP SETS _CD FORMAT (CSV) 1 LABEL SETS EXCEL FORMAT I, THE UNDERSIG NED, WISH TO ORDER THE ABOVE DESCRIBED DATA RUN; (O RDER WILL BE PROCESSED ONLY AS MARKED OR AS INDICATED ABOVE). I UNDERSTAND THAT I WILL BE RESPONSIBLE FOR ANY CHARGES INCURRED FROM PROCESSING THIS ORDER . OUR OFFICE MAY CALL YOU TO REQUEST PAYMENT IN ADVANCE OR NON-REFUNDABLE DEPO SIT BEFORE THE WORK IS PR OCESSED. CO NTACT: PUBLIC SERVICE DEPARTMENT - VARIANCES PHO NE: PROPERTY APPRAISER PUBLIC RECORDS 561. 355. 2881 FAX: 561.355. 1528 EMAIL: pa-pubsvc@pbcgov. org Stephen Streit (PRIN ON SIGN URE) 01/26/2022 CT NAME) (DATE) WEST COUNTY SERVICE CENTER 2976 Sta te Roa d 15 Belle Glade, FL 33430 tel 561.996. 4890 fa x 561. 996.1661 NO RTH COUNTY SERVICE CENTER 3188 PGA Blv d. , Suite 2301 Pa lm Beach Garden s, FL 33410 te l 561. 624.6521 fax 561.624.6565 OFFICE USE ONLY Data RunReq. Re vised 06/05/2019 MID -WESTERN CO MMUNITIES SERVICE CENTER 200 Civic Center Way, Suite 200 Royal Palm Beach, FL 33411 tel 561.784.1220 fax 561. 784.1241 SOUTH COUNTY SERVICE CENTER 14925 Cumbe rla nd Driv e De lra y Bea ch, FL 33446 tel 561.276. 1250 fax 561. 276. 1278 Page 1 of 1 1/26/2022 Prope rty A ppraiser GIS - Property Detail list by parce l con trol numb er Buffer: 20434603000010040 STREIT STEPHEN G & 590 WRIGHT WAY GULF STREAM FL 33483 7400 Buffer: 25 20434603000010012 DUFFY JOHN E 600 WRIGHT WAY GULF STREAM FL 33483 7455 20434603030030111 SINBERG MITCHELL & 570 WRIGHT WAY DELRAY BEACH FL 33483 7400 Acres 0.59 Sales instr WD Value $ 3,718,003.00 Price $ 6,750,000 .00 Taxbl $ 3,187,728. 00 Date 8/31/2021 Bldg $ 1,303,003. 00 Book 32858 Land $ 2,415,000. 00 Page 477 Acres 0. 41 Value $ 3,394,684.00 Taxbl $ 3,394,684. 00 Bldg $ 1,504,684. 00 Land $ 1,890,000. 00 Acres Value $ Taxbl $ Bldg $ Land $ 0. 68 5,616,696.00 5,066,696.00 1,836,696.00 3,780,000.00 Sales instr WD Price $ 3,100,000 .00 Date 6/6/2012 1 Book 25285 Page 449 Sales instr WD Price $ 6,630,000 .00 Date 6/29/2020 Book 31547 Page 43 MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY Ta xDist 20984 NAV 3-46-43, S 175 FT OF W 170 FT OF GOV LT 1 LYG N OF & ADJ TO LT 11 BLK 3 OF PB26P13 & E OF & ADJ TO FIND CNL (LESS N 6 FT & SLY 20.01 FT) 3-46-43, N 100 FT OF S 275 FT OF W 170 FT & N 6 FT OF S 175 FT OF W 170 FT OF GOV LT 1 LYGN OF & ADJ TO LT 11 BLK 3 OF PB26P13 & E OF & ADJ TO FIND CNL POLO FIELDS PL 1 LT 11 (LESS ELY 13 FT) BLK 3 & 20.01 FT TRGLR PAR OF GOV LT 1LYG N OF & ADJ THERETO Page 1 of 1 1/26/2022 Property Appr ais er GIS - PCN listing 1 Buffer: S 20434603000010040 Buffer:25 20434603000010012 20434603030030111 NOTICE OF APPLICATION FOR DEVELOPM ENT APPROVAL NOTICE IS HE REBY GIVEN that the Architectural Revi ew and Planning Board of th e Town of Gulf Str eam will hold a Publi c H earing on THURSD AY, MARCH 24, 2022 AT 8:30 A.M. and the Town Commission will hold a Public Hearing on F RIDAY, APRIL 8, 2022 AT 9:00 A .M ., both in th e William F. Ko ch, Jr. Commi ssion Chamb ers of the Town Hall, 100 S ea Road, Gulf Str eam, Florida, at which the following will be consid ered: An application submitted by Patrick Ryan O'Connell, Architect, LLC, as agent for Steph en and T ennifer Streit, own ers of property located at 590 Wright Way, Gulf Stream, Florida, l egally d escribed in Se ction s 3 and 7, Township 46 South, Range 43 East, Palm Beach County, Florida as more particularly des cribed in Warranty Deed re corded in ORB 27602, Page 1775, Public R ecords of Palm Beach County. A. Special Exc eption to allow the addition of 20 sq . ft . of covered entry. B. Le ve l 3 Archite ctural/Site Plan R eview covering the cover ed front entry, remodeling the existing swimming pool, upgrading the hardscape, and adding new lands caping. The Architectural Review and Planning Board shall mak e a recommendation to the Town Commis sion, and the Town Commission shall make a final decision regarding the subjec t application at the me etings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all par tie s and evidence. The complete application materials are on file in the Office of the T own Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, a nd may be revie we d during re gular busine ss hours, which ge nerally include non -holiday we ekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE M ATTER S may appear before the Architectural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the time s and place afore said and be heard. SHOULD ANY IN TERESTED PARTY SEEK TO APPEA L A NY DECISION MA DE BY THE A RCHITECTURAL REVIEW AN D PLANNIN G BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY M ATTER CONSIDERED AT THESE PUBLIC HEAR INGS, SAID PAR TY W ILL NEED A RECOR D OF THE PROCEEDING S, AND FOR SUCH PURPOSE, M AY NEED TO IN SURE TH AT A VERBATIM RECOR D OF THE PROCEED INGS IS MA DE, W HICH R ECOR D INCLU DES THE TESTIMONY AND EV IDEN CE UPON W HICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: March 7, 2022 TOWN OF GU LF STREAM Rita L. T ay lor Town Clerk RENOVATIONS TO: 590 WRIGHT WAY TOWN OF GULF STREAM, FL 33480 } %IVIRJ OF --c. 'r�*iTr ABBREVIATIONS GENERAL CONDITIONS GENERAL NOTES 0 AT G. GAS R. RADIUS 1.01 INSPECTIONS 1.13 FlNALCLEANING 1. ALL CONSTRUCTION SHALL FOLLOW THE 'FLORIDA BUILDING 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ABV. ABOVE GA GAUGE R. RISER CONTRACTOR MAY ELERTO RETAIN, AT HIS EXPENSE INSPECTORS PRIOR TO ANAL INSPECTION, CLEAN ALL INTERIOR AND EXTERIOR CODE 2020" WITH AMENDMENTS, AS ADOPTED BY PALM BEACH ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF NC AIR CONDITIONER GAL. GALLON REF. REFERENCE) ACCEPTABLETOTHE TOWN COUNTY AUTHORITIES DESIRED. CONTRACTOR SURFSOFTACES EXPOSED TO VIEW. VACUUMCARPETEDFLOORS. COUNTY,LANE,FLORIDA. TRUSSES PREVENT COLLAPSE AC. ALTERNATING CURRENT G.11 GALVANRED REF. REFRIGERATOR CI ATIMELY ATE AND FACILITATE CLESAND S, MSITE, WAX TIERS, 2.THESE AS DRAWN AND COMPLY WITH THE ERDAMAGE. 16. T DRAWINGS BY OTHERS FOR ALL SECURITY SYSTEM ADD'N ADDITION G.B. GYPSUM WALLBOARD AEG. REGISTER NOT TO DELAY PROGRESS OFTHE WORN. CONTRACTOR WILL BE RESPONSIBLE NOTTO WORK. CONTRACTOR RESPONSIBLE DEBRSURF M DON-SPO S, AN DEBRIS FROM SITE FLOORS, GUTTERS, DOWN -SPORTS, AND LOOK G ENVELOPE REQUIREMENTS BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA DESIGN DESIGN AND LOCATION. AND A.F.F. ABOVE FINISHED FLOOR G.C. GENERAL CONTRACTOR REINF. REINFORCEMENT(ING) FORSCMBOLLING REQUIRED INSPECTIONS WITH GOVERNMENTAL REVIEWING DRAINAGESYSTEMS. REPLACE FILTERS OF OPERATING MODEL ENERGY CODE THE CONTRACTOR SHALL FAMILIARIZE 17. REFER TO DRAWINGS BY OTHERS FOR LIGHTNING PROTECTION, AH.U. AIR HANDLING UNIT GENT GENERAL REQ'D REQUIRED AGENCIES ANDJURISDICTIONS. EQUIPMENT. ADJUST,TEST, AND BALANCE OPERATION HIMSELFWITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD ET IF APPLICABLE. ALIT. ALTERNATE GL GLASS REV. RETURN 1.DZ SCHEDULE OF VALUES PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH, UNHINDERED INACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH 18. PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING FOR ALUM. ALUMINUM ARCHPP ARCHITECT GND GND GROUN EMPERED GROUND REV. RF. REVISION ROOF S UBMIT SCHEDULE OF VALUES ON AIR FORM G7D3,ORAPPROVED OPERATION. MAY NOT BE SPECIFICALLY ADDRESSED IN THE PLANS AND NOTES. MILLWORK LIGHT FIXTURES, ELECTRIC UNIT, A/C, PLUMBING AVG.'T. AVERAGE G.T.. GIRDER TRUSS RGH. ROUGH EQUIVALENT, WITHIN 15 DAYS OF START OF CONSTRUCTION. 1.14 MANUALS, WARRANTIES, AND SPARE PARTS 3. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF FIXTURES& EQUIPMENT, CEILING TRACKS &ALL OTHER ITEMS AVG. AVERAGE GYP. GYPSUM 1.03 APPLICATION FOR PAYMENT PRIOR TO FINAL INSPECTION, SUBMIT TWO SETS OF OPERATION STRUCTURAL OR NON STRUCTURAL MEMBERS WRING REQUIRING THE SAME PROVIDE FIRE RETARDANT S. SNE SUBMIT FOUR (4) COPIES OF EACH APPUCATION FOR PAYMENT ON ALA FORM AND MAINTENANCE DATA AND NOTARIZED WARRANTIES, CONSTRUCTION. ON ALL BLOCKING IF REQUIRED BY CODE BD. BOARD H.B. HOSE BIB SRN. SANITARY G70Z MONTHLY, USING SCHEDULE OF VALUES LISTING ITEMS. ALTERNATIVE PROJECT DOCUMENTS, AND CERTIFICATES BOUND IN BINDERS. 4. THE CONTRACTOR SUBCONTRACTOR, AND/OR SUPPUERS ARE 19. THE CONTRACTOR OR SUBCONTRACTOR SHALL BE BR. BITUMINOUS HD. HEAD SCHED. SCHEDULE FORMS OR FORMATS MAY BE USED IF ACCEPTABLE TO ARCHITECT. ALL INCLUDE DIRECTORY LISTING NAMES, ADDRESSES, AND TO PROVIDE MANUFACTURER'S SHOP DRAWINGS TO THE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS& BLDG. BUILDING HT. HEIGHT SEC. SECTION APPLICATIONS FOR PAYMENT SHALL INCLUDE RELEASE OFLIENS FOR TELEPHONE NUMBERS OFARCHRER ENGINEERS CONTRACTOR R C I R APPROVAL PRIOR TO PU CHAS FABRICATION AR HTER FOR R E LICENSESAS ASPAYMENTOF REQUIRED FEES. B.O.B. BOTTOM OF BEAM H.M. HOLLOW MEAL SEW. SEWER PAYMENT TO GENERAL CONTRACTOR AND SUBCONTRACTOR. SUB -CONTRACTORS, AND MAJOR EQUIPMENT SUPPLIERS. ANDINSTALLATION. SUPPLY PRODUCT APPROVALS TO TEWELL 20.ALL EXTERIOR WALL OPENINGS, FLASHING, CENTER FLASHING, 90T. BOTTOM HORD- HORIZONTAL S.F. SQUARE FEET 1.04 CHANGE ORDERS 1.15 EXAMINATION AND PREPARATION BLOGDEPT. AS REQUIRED. SHOP DRAWINGS SHALL BE COPING AND EXPANSION JOINTS SHALL BE WEATHERPROOFED. GROG. BRIDGING M.P. HORSEPOWER SH. SHOWER OWNER RESERVES THE RIGNTTO IMPLEMENT CHANGES VIA CHANGE ORDER VERIFY THAT SURFACE AND BUILDING COMPONENTS ARE READY PROVIDED FOR, BUT NOT LIMBED TO THE FOLLOWING: -DOORS 21. ALL THERMAL AND SOUND INSULATION SHALL BE BRG. BEARING HTG. HEATING SHT. SHEET FORM, MA G701 OR OTHER FORM SUITABLE TO ARCHITECT AND OWNER. TO RECEIVE WORK PRIORTO COMMENCEMENT. BEGINNINGOF AND WINDOWS -AIR CONDITIONING EQUIPMENT AND LAYOUT NON-COMBUSTIBLE BSMT. BASEMENT HTR HEATER SPEC. SPECIFICATION(S) 1.05 ALTERNATES AND SUBSTITUTIONS INSTALLATION CONSTITUTES ACCEPTANCE OF EXISTING _ELECTRICAL EQUIPMENT AND LIGHTING FIXTURES -ROOF AND Z2. REFER TO STRUCTURAL, M ECHANICAL, PLUMBING, AND B.T.U. BRRISHTMERMALUNIT H.W. HOTWATER SQ. SQUARE ALTERNATES AND SUBSTITUTIONS ARE TO BE CLEARLY IDENTIFIED AS SUCH CONDITIONS. FLOOR TRUSSES -STRUCTURAL STEEL -CABINETS -STRUCTURAL ELECTRICALDRAWINGS FOR APPLICABLE GENERAL NOTES AND B.UA BUILT-UP ROOTING S.S. STAINLESS STEEL WHEN PROPOSED AND SUBMITTED BY THE CONTRACTOR AND WILL BE 1.16 INSTALLATION ALUMINUM REQUIREMENTS. C COURSE(S) I.D. INTERIOR DESIGNER STAG. STAGGERED REVIEWED AND ACCEPTED OR REJECTED AT THE OWNER'S OPTION. ALLCOMPONENTSSHALL BE INSTALLED IN ACCORDANCE WITH S. ALL WINDOWS& DOORS SHALL BE CAULKED & WEATHER 23.GENERALCONTRACTORTO SUPPLY POOL SAFETY PROTECTION CAB. CABINET IN. INCL INCH :NCH STD. STO. STANDARD 1.06 COORDINATION MANUFACTURER'S INSTRUCTIONS. STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING PER APPLICABLE TOWN OR COUNTY CODES. C&G. CURB AND GUTTER INSUL INSULATION STL STORAGE STEEL CONTRACTOR SHALL COORDINATE SCHEDUU NG, SUBMITTALS, AND WORK OF 1.17 DELIVERY AND STORAGE OF MATERIALS COMPLIANCE WITH THE FBC 2020, FLORIDA ENERGY EFFICIENCY 24.G.C.ANDALLSUBCONTRACTORSTO REFER TO INTERIOR CEM. CEMENT(IOUS) TNT. INTERIOR STRUCTSTRUCTURAL VARIOUS SUBCONTRACTORS TO ASSURE THE EFFICIENT AND ORDERLY THE CONTRACTOR AND SUBCONTRACTORS SHALL CONTAIN ALL FOR BUILDING CONSTRUCTION AND RORIDA/MIAMI-DADE DESIGN DRAWINGS AND SPECIFICATIONS IN ADDITION TO THESE CGR CERAMIC STY STORY SEQUENCING INSTALLATION CONSTRUCTION MATERIALS EQUIPMENT, FIXTURES MERCHANDISE SHIPPING Q COCA PRODUCT APPROVALS. COUNTY DOCUMENTS. LID. DRAWINGS SHALL, RI REQUIREMENTS OF PERA MA PLUM ING AND ELECTRICAL CKT. CIRCUIT JST. JOIST SUSP. SUSPENDED COMPATIBLEWRHSITEUTILITIES. COORDINATE SPACE REQUIREMENTS AND SPACE DURING THE DELIVERY OF FIXTURES AND MERCHANDISE, POINTS AND TAKE ORDINARY PRECAUTIONS TO PREVENT THEIR LAYOUT ETC. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL C/L CENTERLINE IT. JOINT SYM. SYMBOL INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE SIDEWALKS, PARKING LOTS, ROADWAYS, AND THE EXTERIOR OF DISRUPTION. SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR DRAWINGS AND THE I.D. DRAWINGS SHALL BE BROUGHT TO THE CLG. CEILING SYS. SYSTEM INDICATED DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTING SHOWN THE BUILDING SHALL BE CLEAR OF TRASH AND DEBRIS AT ALL LAYOUTOFTHEIR WORK INCLUDING BUT NOT LIMITED TO, LINES, ATTENTION OF THE ARCHITECT AND INTERIOR DESIGNER PRIOR TO CUK CALL KIT. KITCHEN FOR PIPES,DUCTS, AND CONDUIT AS CLOSELY AS PRACTICABLE. INFINISHED TIMES. ELEVATIONS, MEASUREMENTS AND OTHER INFORMATION. THE COMMENCEMENT OF WORK. CLKG. CAUULING T. TILE AREAS CONCEAL PIPES,DUCTS, AND WI RING WITHIN THE CONSTRUCTION. 1.18 TRASH REMOVAL ERRORS RESULTING FROM MISINTERPRETATION OFTHE 25. GENERAL CONTRACIORTO DESTROYALL PREVIOUSLY CLO. CLOSET LAM. LAMINATE T. THERMOSTAT REVIEW ROUTING WITH ARCHITECT PRIOR TO INSTALLATION. TRASH REMOVAL WILL BE HANDLED BY THE CONTRACTOR. CONSTRUCTION DOCUMENTS SHALL BE THE RESPONSIBILITY OF RECEIV DRAWINGS SETS. GENERAL CONTRACTOR TO ENSURE CLR CLEAR LAY. LAVATORY TAG. TONGUE AND GROOVE 1.07 CUTTING AND PATCHING 1.19 MATERIAL AND WORKMANSHIP THECONTRACTORS. ALL SUBCONTRACTORS AND APPLICABLE SUPPUERS TO RECEIVE C.M.U. CONCRETE MASONRY UNIT Le. POUND TAN. TANGENT CONTRACTOR SHALL EMPLOY ORIGINAL INSTALLER TO PERFORM CUTTING ALL EQUIPMENT, MATERIAL, AND ARTICLES INCORPORATED INTO 7. ALL DESIGN LOADS NOT INDICATED ON DRAWINGS SHALL BE REVISED CONSTRUCTION SETS. CO. CLEANOUTT LT. LIGHTING T.B.D. TO BE DETERMINED AND PATCHING OFNEW WORK RESTORE WORK WITH NEW PRODUCTS. THE PROJECT SHALL BE NEW, UNLESS SPECIFIED OTHERWISE GOVERNED BY ARPLICABLE'FLORIDA BUILDING CODE 2020". 26. %- TYPE'X GYPSUM BOARD SHALL BE USED AT ALL GARAGE COL COLUMN LTG. LIGHTING TEL TELEPHONE SUBMITWRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING 1.20 CONTROL OF WORK B. DRAWING DATUM IS BASED ON NORTH AMERICAN VERTICAL WALLSAND CEILINGS ADJACENT TO HABITABLE DWELLING SPACES. EOM. CONE COMMON CONCRETE TECH. TEMP. TECHNICAL STRUCTURAL OR BUILDING ENCLOSURE ELEMENTS. FIT WORK TIGM TO THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING DATUM/REFERENCE HEIGHTS- NANO. CONFIRM ALL EXISTING 27. ALL FULL HEIGHT PARTITIONS& FURRED WALLS SHALL RECEIVE CONN. CONNECTION THK TEMPERATURE THICMNESS) ADJACENT ELEMENTS. MAINTAIN INTEGRITY OFWALL. CEILING, AND FLOOR J IMPROVEMENTS AND UTILITIES ON ALL ADJACENT AREAS. THE DANMP0.10R TO CONSTRUCTION. APPROPRIATE FIRE BLOCKINGATIO'MAK VERTICAL SPACING. CONSTR CONSTRUCTION T.O. TOP OF CONSTRUCTION;COMPLETELY SEAL VOIDS. REFINISH SURFACES TO MATCH CONTRACTOR SHALL REP AIR AND PAY FOR ALL DAMAGE TOTHE 9. DIMENSIONS FOR ARCHITECTURAL DRAWINGS ARE NOMINAL 28. USECEMENTTIOUS BACKER BOARD ON ALL TUB,SHOWER& CONT- CONTINUOUS T.O.B. TOP OF BEAM ADJACENT FINISHES. PROPERTY RESULTING FROM FAILURE TO COMPLY WITH THIS FACE OF STUD TO FACE OF SKID, AND NOMINAL MASONRY SPA AREAS. CORK CORRIDOR TOPO. TOPOGRAPHY(ICAL) 1.08 PROGRESS MEETINGS, CONFERENCES REQUIREMENT. DIMENSIONS, UNLESS OTHERWISE NOTED. ALL DIMENSIONS 29. USE MOISTURE RESISTANT GYPSUM BOARD IN ALL WET AREAS C.T. CERAMICTRE TR. TREAD CONTRACTOR WILL SCHEDULE AND CONDUCT A PRE -CONSTRUCTION 1.21 REQUESTS FOR INFORMATION(RFI'S) SHALL HAVE PREFERENCE OVER SCALE ALL DIMENSIONS SHALL BE SUCH AS BATH ROOMS, LAUNDRY ROOMS, GARAGES, ETC. CU. CONDENSING UNIT MAX MAXIMUM T.S. TUBE STEEL CONFERENCE, PERIODIC PROGRESS MEETINGS AND, WHERE REQUIRED IN ALL REQUESTS FOR INFORMATION(RFI'S) SHALL BE SUBMITTED VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE WORK. 30. INSTALL SOUND BATT OR ROCKWOOL INSULATION IN ALL CW. COLD WATER MECH. MECHANICAL TYR TYPICAL SPECIFICATIONS OR BY PRODUCT MANUFACTURER PRE -INSTALLATION TOTHE ARCHRER. 10. ALL INTERIOR PARTITIONS TO BE2" X4" OR 2' X6" WOOD BATHROOM PARTITIONS, AROUND ALL WASTE STACKS & IN TRUSS MEMEL MEMBRANE CONFERENCES. RECORD MINUTES OF MEETINGS AND DISTRIBUTE WITHIN 1.22 ENGLISH SPEAKING REPRESENTATIVE STUDS OR METAL STUDS(20 GAUGE MIN.) AT 16.O.C. INTERIOR VOIDS BELOW ALL HVAC ATTIC SPACES. SOUNDINSULATIONIS DBL DOUBLE MTL METAL U/C UNDER COUNTER TWO DAYS TO ARCHITECT, ATTENDEES, AND THOSE AFFECTED BY DECISIONS AT ALL TI MES WHEN PERFORMANCE OF THE WORK IS BEING PARTITIONS AND FURRI NG SPACES VARY. REFER TO PLANS FOR OPTIONAL IN ALL OTHER PARTITIONS, G.C. TO PROVIDE A PRICE D.0 DIRECTCURRENT MEZZ. MEZZANINE UNFIN. UNFINISHED MADE CONDUCTED BY AN EMPLOYEE OF THE CONTRACTOR OR ITS DIMENSIONS. FOR SOUND INSULATION IN ALL INTERIOR PARTITIONS FOR DEG. DEGREE MFD. MANUFACTURED It UNDERGROUND 1.095UBMITTALS SUBCONTRACTORS, THE CONTRACTOR SHALL HAVE 11. ISOLATE DISSIMILAR METALS TO PROTECT AGAINST GALVANIC OWNERS APPROVAL ASSEMBLED PARTITIONS CONSISTING OF DET. DETAIL MANUF. MIN. MANUFACTURER MINIMUM U.O.N. UNLESS OTHERWISE NOTED COVER EACH SUBMITTAL WITH ATRANSMITTAL IDENTIFYING PROJECT, S REPRESENTATIVE PRESENT WHO HAS THE CAPABILITY OF ACTION. 3-5/9- METAL FRAMING AND(1)LAYE0.0F�"GYPSUM BOARD ON DING DIAMETER M.O. MASONRY OPENING U/S UNDERSIDE CONTRACTOR, OR SUPPLIER RESPONSIBLE FOR PREPARING RECEIVING THE INSTRUCTIONS IN THE ENGLISH LANGUAGE 12.ALL WORN SHALL BE PERFORMED BY QUALIFIED EACH SIDE SHALL PROVIDE A MINIMUM SIC RATING OF 50. DIAG. DIAGONAL SUBMITTAL, AND PERTINENT CONTRACT DOCUMENT REFERENCES. EACH FLUENTLY SPEAKING THE ENGLISH LANGUAGE AND EXPLAINING CONTRACTORS AND SUBCONTRACTORS IN STRICT ACCORDANCE 31. INGRESS / EGRESS DOOR FROM GARAGE INTO RESIDENCE DIFF. DIM. DIFFUSER DIMENSION N NORTH V. VAC. VOLTS SUBMITTAL SHALL HAVE CONTRACTOR'S STAMP, SIGNED OR INITIALS, THE WORK OPERATIONS TO PERSONS PERFORMING THE WORK IN WITH MANUFACTURER'S SPECIFICATIONS. SHALL BE I-314" THICK SOLID WOOD OR A C-LABEL 20 MIN. RATED DISC DISCONNECT N.I.C. NOT IN CONTRACT VAR VACUUM VAPOR PRODUCT, FIELD DIMENSIONS, ADJACENTTHE TIIUCTION, LANGUAGE THAT THOSE PERFORMING THE WORK ARE 13. STRUCTURAL WOOD AND FRAMING SHALL CONFORM TO THE DOORPEAKO20NBC-RSECTION DIST. DISTANCE N0. NUMBER ypR- VARIABLE DCOORDINAT ANDACCORDANCE WITH ANDCOORDIWITION OFINPoRMATIONIS IN ACCORDANCE WITH THE CAPABLE OF UNDERSTANDING. THE OWNER SHALL HAVE THE TIMBER CONSTRUCTION MANUAL'A$PUBLISHED BY THE ARCHITECT, 32. PATRICK RYAN O'CONNELL ARCHRER, U.C. ALLOWS PORA2' DN. DOWN NOM. NOMINAL VAR- VARIES REQUIREMENTS OFTHE WORK AND CONTRACT DOCUMENTS. HIGHLIGHT RIGNTTO DETERMINE WHETHER THEPROPOSEDREPRESENTATIVE AMERICANINSTITUTEOFTIMBER CONSTRUCTION. THICKNESS STANDARD FOR FINISH FLOOR MATERIAL AND ALL DR DOOR V.B. yApOR BARRIER SPECIFIC ITEMS SUBMITTED ON DOCUMENTS WHICH SHOW MULTIPLE ITEMS. HAS SUFFICIENT TECHNICAL AND LINGUAL CAPABILITIES, AND 14. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR FINISH FLOOR ELEVATIONS ARE BASED ON THIS ALLOWANCE. THE D.S. DOWNSPOUT O/ OVER VR VINYL COMPOSITION TILE CLEARLY IDENTIFY ALTERNATES AND PROPOSED SUBSTITUTIONS INCLUDING ANY INDIVIDUAL NOT ACCEPTABLE TO OWNER SHALL BE STEEL SHALL BE PRESSURE TREATED. PROVIDEAN APPROVED GENERAL CONTRACTOR SHALL COORDINATE WITH THE ACTUAL D/S DOORSTOP O.C. ON CENTER VENT. VENTILATION COMPARISONS WITH ITEMS SPECIFIED AND COST ADDITION OR DEDUCTION IF REPLACED IMMEDIATELY. MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER FINISH FLOOR MATERIALS SELECTED PRIOR TO CONSTRUCTION. OPN'G OPENING VERT. VERTICAL SUBSTITU110N 15 ALLOWED. 1.23 WORKER'S CONDUCT CEMENTRIOUS MATERIALS AND THE WOOD. DPP. OPP051TE V.I.F. VERIFY IN FIELD SUBMIT COPIES OF SHOP DRAWINGS AND PRODUCT DATA TO ARCHITECT, THECONTRAROR SHALL ENFORCE STRICT DISCIPLINE AND GOOD O.H.D. OVERHEAD DOOR VOL VOLUME ENGINEER, AND OWNER PROVIDE PRODUCT SAMPLES ,MANUFACTURER'S ORDER AMONG ITS EMPLOYEES AND SUBCONTRACTORS AT THE VP VAPOR PROOF INSTRUCTIONS, AND MANUFACTURERS CERTIFICATES REQUIRED BY JOBSTTE. THE CONTRACTOR SHALL NOTEMPLOYANYUNFIT _, 4 / PER V-T- VINYL TILE SPECIFICATIONS. PERSON OR ANYONE NOT SKILLED IN THE WORK THAT THEY ARE ... D.W. DISHWASHER P.B. PH. PUSH 8UTON PHASE V.T.R VENT THRU ROOF APPROVED FI ELD SAMPLES AND MOCKUPS MAY BE INCORPORATED INTO TH E PERFORMING. - ..- DWG. DRAWING PL PLATE V-WC VINYL WALL COVERING R ALWORK. 1.24 PRECAUTIONARY MEASURES THE CONTRACTOR SHALL PROVIDE TEMPORARY DUST BARRIERS, - 0 - SUBJECT PROPERTY: EA EACH PA PLAM. PROPERTY LINE PLASTIC LAMINATE W. WASTE LINE 1.1000NSTRUCTION PROGRESS SCHEDULES SUB MR INITIAL PROGRESS SCHEDULE (HORIZONTAL BAR CHART) WITHIN 15 RODENT/PEST PROTECTION, AND SECURITY MEASURES. _ '"gip -p 590WRIGHTWAY EL ELEVATION(HEIGHT) plAS, pLgSTER W/ Wfili DAYS AFrER START OF CONSTRUCTION AND REVISED SCHEDULES WITH EACH CONTRACTOR TO PROTECT EXISTING FINISHES NOT AFFECTED BY ELEV. ELEVATION FACADE) ( E) PLYWD. PLYWOOD W/O W.C. WITHOUT APPLICATION FOR PAYMENT. INDICATE ESTIMATED PERCENTAGE OF DEMOLITION. CONTRACTOR TO PROVIDE A MINIMUM OF ONE p. EME. EMERGENT pR PAIR WATER CLOSET COMPLETION FOR EACH ITEM OF WORK AT EACH SUBMISSION. FIRE EXTI NG UISHER AT EACH LEVEL OF N EW WORK ENG" ENGINEER PREFAB. PREFABRICATED W,H. WATER HEATER 1.11 TEMPORARY UTILITIES 1.25 EXISTING CONDITIONS , EQ. EQUAL PRESS. PRESSURE WIN' WINDOW PROVIDE AND MAINTAIN TEMPORARY ELECTRICAL POWER, SITE AND BUILDING PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY - EQUIP' EXIST. EQUIPMENT EXISTING PROS. PROJECT WP WATERPROORING) LIGHTING. CONTRARORTO PROVIDE WATER CONTROL OF EXCAVATIONS, ALL E%ISTING CONDITIONS AND COORDINATE CLEARANCES WITH- EXH. EXHAUST PROP'DPROPOSED W.W.M. WELDED WIREMESH POTABLE WAI'ER,AND SANITARY FACILITIES THROUGH TO OCCUPANCY. ALL OTHER TRADES.ANVDISCRWANCIES BETWEEN THE _...p W. EXPpNSION P.S.I. POUNDS PER SQ.INCH -F WELDED WIRE FABRIC RE UTILITIES, AND RESTORE DAMAGE CAUSED BY THEM, DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT EXT. EXTERIOR P.T. PTD' POUNDS D PAINTED PRIORTO FINAL APPLICATION FOR PAYMENT. CONTRACTOR SHALL PAY COST TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION-- F.D. FLOOR DRAIN Q,T. QUARRYTILE YD. YARD OF TEMPORARY UTILITIES WHEN UTILITIES ARE NOT ALREADYAVAILABLE. 1.12 CONTRACT CLOSE-OUT PROCEDURES BEFORE PROCEEDING WITH WORK. "" -' FIN. FIX FINISH FIXTURE QTY. QUANDTY SUBMIT WRITTEN CERTIFICATION THAT THE CONTRACT DOCUMENTS HAVE BEEN REVIEWED, WORK HAS BEEN INSPECTED, AND WORK IS COMPLETE IN 1.26 WARRANTY THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR ALL NEW _ ¢ FLIT FLOOR ACCORDANCE WITH CONTRACT DOCUMENTS AND READY FOR ARCHITECT'S WORK COMMENCING AT THE TIME OF SUBSTANTIAL f ' FLUOR- F.P.M. FLUORESCENT FEET PER MINUTE INSPECTION. ARCHITECTWILLVISITTHE SITE AND PREPARE A DETAILED COMPLETION. LENGTH OF THE WARRANTY SHALL BE AGREED UPON WITH THE OWNER PRIOR TO CONSTRUCTION. -44' LOCATION MAP FT. FOOT PUNCH LIST OF ITEMS REQUIRED TO BE COMPLETED. WHEN ALL ITEMS ON THE PUNCH LIST HAVE BEEN COMPLETED, CONTRACTOR SHALL NOTIFY THE FIG. FOOTING ARCHITECT STATING SUCH AND ARCHITECT WILL MAKE FINAL INSPECTION. !!f `• 1� GULF STREAM, FL SCALE: N.T.S. INDEX OF D CS-1 COVER SHEET A-1.1 EXISTING SITE PLAN A-1.2 PROPOSED SITE PLAN A-2.1 DEMOLITION/EXISTING MAIN FLOOR PLAN A-2.2 DEMOLITION/EXISTING SECOND FLOOR PLAN A-2.3 PROPOSED MAIN FLOOR PLAN A-2.4 PROPOSED SECOND FLOOR PLAN A-2.5 PARTIAL FLOOR PLAN - GARAGE A-2.6 ROOF PLAN A-3.1 EXISTING AND PROPOSED EAST ELEVATIONS A-3.2 EXISTING AND PROPOSED WEST ELEVATIONS A-3.3 EXISTING AND PROPOSED SOUTH ELEVATIONS A-3.4 EXISTING AND PROPOSED EAST ELEVATIONS A-5.1 LOGGIA AND TERRACE ELEVATION A-5.2 FALL SECTION- PORCH AND TERRACE A-5.3 ENTRY ELEMENT A-5.4 WALL SECTIONS - ENTRY ELEMENT A-5.5 LARGE SCALE DETAILS A-5.6 LARGE SCALE DETAILS A-5.7 LOGGIA SECTIONS DETAILS A-6.1 WINDOW TYPES A-6.2 DOOR TYPES A-6.3 DOOR TYPES A-6.4 ENTRY AND SLIDING DOORS DETAILS A-6.5 GARAGE DOOR DETAILS A-6.6 DOOR DETAILS AND NOTES A-6.7 WINDOW DETAILS A-6.8 INTERIOR DOOR SCHEDULE A-7.1 FIRST FLOOR REFLECTED CEILING PLAN A-7.2 SECOND FLOOR REFLECTED CEILING PLAN S-000 STRUCTURAL NOTES, COLUMN SCHEDULE S-100 GROUND FLOOR PLAN S-200 LOW ROOF/SECOND FLOOR PLAN S-300 MODIFIED OPENINGS DETAILS S-301 MODIFIED OPENINGS DETAILS S-302 MODIFIED OPENINGS DETAILS PO.1 PLUMBING SCHEDULE, LEGEND, NOTES AND INDEX PO.2 PLUMBING DETAILS PO.3 PLUMBING RISERS PO.4 PLUMBING RISERS PS1.1 PLUMBING SITE PLAN PI.1 MAIN FLOOR SANITARY PLAN P1.2 SECOND FLOOR SANITARY PLAN P1.3 ROOF PLUMBING PLAN P2.1 MAIN FLOOR WATER AND GAS PLAN P2.2 SECOND FLOOR WATER AND GAS PLAN EO.1 ELECTRICAL NOTES, LEGEND AND DETAILS ES1.1 ELECTRICAL SITE PLAN E1.1 FIRST FLOOR ELECTRICAL PLAN E1.2 SECOND FLOOR ELECTRICAL PLAN Ell ELECTRICAL RISER AND CALCULATIONS E4.1 ELECTRICAL PANEL SCHEDULES E5.1 ELECTRICAL DETAILS CA SITE GRADING AND DRAINAGE PLAN C-2 DRAINAGE SPECIFICATIONS AND DETAILS EC-1 lCONSTRUCTICIN STAGING, CONSTRUCTION PARKING AND EROSION CONTROL PLAN SURVEY RAWINGS ARCHITECT: STRUCTURAL: LANDSCAPE ARCHITECT: SURVEYOR: PATRICK RYAN TAVERAS ENGINEERING, INC. ENVIRONMENTAL DESIGN GROUP ENGLE LAND SURVEYING, LLC. O'CONNELL ARCHITECT 2900 N UNIVERSITY DRIVE, SUITE 75 139 NORTH COUNTY RD. 955 N.W. 17TH AVE. STE. K-1 400 ROYAL PALM WAY, SUITE 206 CORAL SPRINGS, FL 33065 PALM BEACH, FL. 33480 DELRAY BEACH, DL. 33445 - - PALM BEACH, FL 33480 (561) 578-9621 561-832-4600 561-276-4501 REFERENCE #22-7 PATRICK.RYAN O'CONNELL A R C H I T E C T RAWINGS ARCHITECT: STRUCTURAL: LANDSCAPE ARCHITECT: SURVEYOR: PATRICK RYAN TAVERAS ENGINEERING, INC. ENVIRONMENTAL DESIGN GROUP ENGLE LAND SURVEYING, LLC. O'CONNELL ARCHITECT 2900 N UNIVERSITY DRIVE, SUITE 75 139 NORTH COUNTY RD. 955 N.W. 17TH AVE. STE. K-1 400 ROYAL PALM WAY, SUITE 206 CORAL SPRINGS, FL 33065 PALM BEACH, FL. 33480 DELRAY BEACH, DL. 33445 - - PALM BEACH, FL 33480 (561) 578-9621 561-832-4600 561-276-4501 REFERENCE #22-7 PATRICK.RYAN O'CONNELL A R C H I T E C T PATRICK.RYAN O'CONNELL A R C H I T E C T 0 O . 1 w I- w z N 2 U a N o0 OF- mmz a'LL�3 W S 3 ma�3 F am,* 1.4y Uu Qmu > w U d 0 m CL a m z W V F- W m O Q C w W N Q 3LL LD a O W F- a Project #: 2"35 Drawn by:WC, PRO, HH Date(s): FEB. U 20U -ARPB MAR. U 2022-ARPB REV.1 APR. B 2022-TOWN COUNCIL MAY. 62022-PERMIT - _ - 1\AUG.23 U22-REVISION SET SEu PATRICK RYAN O'CONNELL YRIGHTQC 21 170.00' a. II,��;tiinl�ll I 111111_i>I � C} W m -- -- �I BRICK DRIVEWAY I /�/�(Iu � �" z `,� *0 A U) Fri X 0 `_ W 3 CAR GARAGE III ry REFERENCE W I ' �d ReAR ARD sCTDACK - . J", .-..1 YARD eCTDAa 4 01 I I I . I (31 O` O u o ` I O<! Q rGOVCR® 8 I BRICK PATIO ICI I`� CNTR1' QD M _ 13 O I l? ISTING POOU 2 STORY - RESIDENCE - -.5.MVPNE p r 3 ' REFER f � Q H.39NAV.D. � LIVING ROOM a 'r U _ I BRICK DRIVEWAY 2 1 1 I � N 143.25' LOT 11 f EXISTING SITE PLAN BLOCK 3 REFERENCE #22-7 PAT RICK R() YAN O'CONNELL A R C H I T E C T 2 O t z � ZU N z Of- ZU u Q�oa 3=� 3: amv CLx u Y Q O W R M a N 2 u W22 m u1 O N W N LL � W ~ L {� a OL=L W r Project #: 21-035 Drawn by:WC, PRO, HH Date(s): FEB. 2d 2012-ARPB_ - MAR ZA 2022-ARPB REV.1 APR t2012 RR -COUNCIL MAY 620E PERMIT AUG 3320}2-REVISION SET SEAL PATRICK RYAN O'CONNELL w- w•wN COPYRIGHT ©2022 Town of Gulf Stream Site Data Table Gross Lot Areas 25,670 ecnve of rea 25,069 Calculations EXISTING DEMO NEW NET Ist Floor Living 4,262 N/A N.C. 4,262 Ceilings over 15' (double) 120 N/A N.C. 120 2nd Floor Living 1,903 N/A N.C. 1.903 1 st Floor Covered (porches. overhangs > 2 1/21) 664 386 499 777 2nd Floor Covcrcd 0 N/A N.C. 0 Awnings >3' and screen enclosed(Q50%) 0 N/A N.C. 0 Garage 723 N/A N.C. 723 Gross Floor Area 7.672 N/A 20 7,785 Out Buildings N/A N/A N.C:. N/A Total Floor Area Propose 7,785 (171 s.f. special exception) First 20,000 x .33 6,600 Over 20.000 x 20 1,014 Total Allowable FAR Per Manual 7.614 Total Hat scape Area 7,121 sca Required Landpe Arca pot size x 40%) 10,028 Acura % Landscape Open Space 12,159 170.00' [A to LJ bi I: _ _Z* 4e IT-e 6'-1os' BRICK DRIVEWAY GO 0 ` . El - cn ❑❑�� Ld LOGGIA 3 CAR GARAGE _+539N.AY.D t0.T6NAV.D REFER NCE REFERENCE r I i pd RLAR firm fi T LU III IIL_:J, PATIO I A I �\ POOL I SPA _ _ 2 STORY RESIDENCE .939 N." 0 / { REFERENCE I I I'll / J I I �rIr BRICK BRICK — — 143.25' N LOT I I C BLOCK 3 PROPOSED SITE PLAN 1 /s^=1'-0" REFERENCE #22-7 PATRICK RYAN O'CONNELL i z o t z j ^' U F0 Low � m& off zU aLL� 3= �W F" 2QH am# U OaLL� m D. z LU V O W o 0000 >A M W Mu ~ O W a = F, a Project #- 21-035 Drawn by:WC, PRO, HH Date(s): FEEL 212022 ARPB MARL 2022 ARPB REV. i MR 32 -TOWN COUNCIL MAY 62022-PERMIT /' 1 AUG 23 20U - R-ON SET SEAL PATWI KRY.W O'C6-- _yy IPYRIGHT © 202 DEMOLITION LEGEND EXISTING EXTERIOR WALL TO REMAIN —�- EXISTING INTERIOR PARTITION TO REMAIN EXISTING TO BE DEMOLISHED EXISTING CONDITIONS THESE DRAWINGS ARE BASED ON A VISUAL INSPECTION OF THE EXISTING BUILDING SURFACES, SOME ASSUMPTIONS ABOUT THE CONSTRUCTION, MATERIALS AND METHODS USED FOR THE ORIGINAL CONSTRUCTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, CONFLICTS OR UNFORESEEN CONDITIONS. THESE DRAWINGS ALSO ASSUME THAT ALL EXISTING MATERIALS ARE IN GOOD STRUCTURAL CONDITION, GOOD WORKING ORDER. AND MEET ALL APPLICABLE CODES. A COMPLETE INSPECTION OF THE EXISTING BUILDING SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND CLIENT OF ANY SIGNS OF POTENTIAL PROBLEMS INCLUDING. BUT NOT LIMITED TO. WOOD DECAYING ORGANISMS, WATER PENETRATION. STRUCTURAL FRACTURES. STRESSED SURFACES, AND WEAK STRUCTURAL CONNECTIONS. _O O O CD KEYNOTES OEXISTING NON-BFARING FRAME PARTITION WALL TO BE REMOVED O EXISTING INTERIOR DOOR & FRAME TO BE REMOVED AND SAVED FOR REUSE. OEXISTING EXTERIOR DOOR/ WINDOW ASSEMBLY TO BE REMOVED ® EXISTING FLOOR FINISH TO BE REMOVED FXPOSINO SLAB $O EXISTING CEILING FINISH TO BE REMOVED © FXISTING WAIL FINISH / MILLWORK TO BE REMOVED O EXISTING CABINETRY / COUNTERS TO BE REMOVED. ©EXISTING APPLIANCES TO BE REMOVED AND SAVE FOR REUSE (IF APPLICABLE) 9O REMOVE EXIST. PLUMBING FIXTURES CAP EXIST LINES 10 REMOVE EXISTING DUCTWORK / DIFFUSERS LEAVE AHU UNIT INTACT FOR USE AS TEMP AIR DURING ALTERATIONS. 1 t REMOVE EXISTING LIGHT FIXTURES, OUTLETS & SWITCH WIRING TO PANEL LOCATION 12 REMOVE PORTION OF CMU WALL BELOW EXIST. TIE BEAM 13 EXTERIOR WINDOW ASSEMBLY TO REMAIN 14 EXTERIOR DOOR ASSEMBLY TO REMAIN 15 PORTION OF INTERIOR NON -LOAD BEARING PARTITION WALL FRAMING TO REMAIN- REMOVE FINISHES DEMOLITION NOTES i. REMOVE WALLS, CEILINGS, FLOOR FINISHES. WALL FINISHES. 1 I. SEE MECHANICAL DRAWINGS FOR PROPOSED AND OTHER MATERIAL OR COMPONENTS ONLY AS MODIFICATIONS/ALTERATIONS TO EXISTING MECHANICAL REQUIRED FOR INSTALLATION OF NEW WORK AND SYSTEMS. FOR ALL MECHANICAL SYSTEM EXISTING TO CONSISTENT WITH THE INTENT OF THE CONSTRUCTION REMAIN'AS4S', NO DUCTWORK SHALL BE LEFT EXPOSED DOCUMENTS, ALTHOUGH SOME ITEMS MAY NOT BE UPON COMPLETION OF WORK. COVER EXISTING DUCT SPECIFICALLY ADDRESSED. OPENINGS AND PROPERLY TERMINATE ELECTRIC '. COMPLY WITH EPA REGULATIONS AND DISPOSAL CONNECTIONS. CLEAN MAIN TRUNK AND REPLACE FILTER (WHERE APPLICABLE) BEFORE START OF NEW REGULATION OF AUTHORITIES HAVING JURISDICTION. CONSTRUCTION. CHANGE FILTERS AT LEAST WEEKLY 3. PROMPTLY REMOVE DEMOLISHED MATERIALS FROM DURING CONSTRUCTION. OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. 12 IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE DO NOT BURN DEMOLISHED MATERIALS. INTEGRITY OF ALL EXISTING FIRE RATED ASSEMBLIES h LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND CAP OFF THROUGH ALL PHASES OF CONSTRUCTION AND DEMOLITION. UTILITY SERVICES TO BE DEMOLISHED. 4 13. EXISTING FIRE SUPPRESSION SYSTEMS, FIRE ALARM SYSTEMS 5. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN AND AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL REMAIN SERVICE BEFORE PROCEEDING WITH DEMOLITION, FUNCTIONAL DURING DEMOLITION. SEE FIRE ALARM AND PROVIDING SPRINKLER SHOP DRAWINGS FOR SCOPE OF WORK BYPASS CONNECTIONS TO OTHER PARTS OF THE BUILDING. ASSOCIATED WITH THIS PROJECT. 6. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND SITE IMPROVEMENTS. 7, PROTECT BUILDING STRUCTURE OR INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SUCH ARRANGEMENTS WITH THE LOCAL UTILITY PROVIDERS FOR THE PROPER DISCONNECTION OF THE SUPPLY OF ELECTRIC, COMMUNICATION, AND CABLE SERVICES. . n. THE PLAN IS TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF CONSTRUCTION DOCUMENTS. DO NOT REMOVE ANY ITEMS WITHOUT VERIFYING AND COORDINATING WITH ALL GENERAL TRADES AS TO HOW THEY RELATE TO THE OVERALL PROJECT.f-fx' 10. ALL EXISTING STRUCTURAL ELEMENTS TO REMAIN UNLESS SPECIFIED ON DEMOLITION OR STRUCTURAL DRAWINGS. . _---- _-------- ..---------- I 1 MAIN FLOOR EXISTING/DEMOLITION PLAN 1/4" = 1,-pll AlappoL c 2 20.22 I I _ 12 D 0 ' 0 _*Z - REFERENCE #22-7 PATRICK RYAN O'CONNELL ARCHITICT i � O z g G N = Oa U N Moc O F g-3 - U y W gQa F W x amu U CaLLN F- a y O u W mm > Z �. W O a W L N a iYi cr w m LL (7 a O oG W = ~ a Project #: 21-035 Drawn by:WC, PRO, HH Date(s): EEe. z6 Zou-ARre _- MAR 31 ]DIt-ARr6 REV. t Ar0.620)2-TOWNCWNCIL M11Y.62= IERMR AUG 2326]2-REVISION SET SEAL PATRICK Rt AN O_CONNELL COPYRIGHT C 2022 DEMOLITION LEGEND KEYNOTES EXISTING EXTERIOR WALL TO REMAIN O EXISTING NON -BEARING FRAME PARTITION WALL TO BE REMOVED EXISTING INTERIOR PARTITION TO REMAIN EXISTING INTERIOR DOOR A FRAME TO BE REMOVED _ EXISTING TO BE DEMOLISHED AND SAVED FOR REUSE. y EXISTING EXTERIOR DOOR/ WINDOW ASSEMBLY �) 1 /4" = 1 1_01, REFERENCE #22-7 1 PATRICK RYAN O'CONNELL ARCHITECT m G zU x 0-1 .a a r�9-a zU CU 3LL x aW.. SEW. Ec �aV ><� d o M cL a a vi O u W > 00 Q W V 0 o t W W L� F aR 3� " 3 C% In aI 0 W = a Project #-. 21-035 Drawn by -.WC, PRO, HH Date(s): "0,262@2-ARM NAA. z�zozz-Aws REV.I M0.6aut-TOWN COUNCIL MAY.6=-ABINO Qj AU422 Z622-REVISION SET I'll P.\TRICK RYAN O'CONNELL tvarfssb6N mmiu �«mty fT.tlFw summ��iwn�jrgvN a.w.mme.,m. m.wy COPYRIGHT ©2022 A-5.6 SCREEN fib COVERE LOGGIA ,� r-s;• I�� rw M'6 r✓ wy rr 10� _- ---- - - - I I I I IN ei MID:/A'OrGNHB - — - r s• N O05T. COlrIRN RCOU� GERH Gr rOO:CT _ I , i = wnrow aeMNB Reour� roR roacc,huG sLcac w1rN O - ..I MAMXALTURI°R5 SRCPKAiION� E 1 10] � .. COVERED TERRACE MAS, RI BEOROOM 1M 109 1DR FAMILOM L- - . I i LIVING ROOM OININGIROOM 'MRNIS [LOSET114 101 � ' HER CLOSET = - - -- d4CFMCXST i t' 1 , I I j MATTER VEST SUI a 113 a __-.__--.- -. - - - -. -- --_ 4 ' I 112 E2 �_ __ - O: — I -------- I _- - ---- - -- ---- ---'. (U14 1e ,MN4E 119 ' K E F ♦ i i i -�- - o101rnFN - --J - MOro �MTER BATiR00. e - 6 g ______ Oma ENTRY FOYER i ',, ,Ot MUO ROOM ',�• � '�� / rQ 101 i �n i O I � � of 3 MATCHLINE 7 . . . . . . . . . . . 4-I� MATCN LINE PROPOSED MAIN FLOOR PLAN i 1 /4" = 1,-0„ tr�2 REFERENCE #2 -7 PATRICK RYAN O'CONNELL ARCHITIICT 0 V � G z z U � U�) N �o xyy U � a RNA a (%i O v Lu rn O to QA 3 LL W Q W 0 Lu uj (� < � W 3 ~ Ln J a 0 a W = ~ a Project #: 21-035 Drawn by -.WC, PRO, HH Date(s): Nei . MAR 2/m23-Moe REV.1 -- MR. S 2022 -TOWN COUNCIL MAY.92022-PERMR Q AUG, 232023-REWSION SET SEAL PATRJ[ X RYAN alXl NUL mn-b -pp -waft lwm.f.,arw.we.., s RSNa uww• A2.3 COPYRIGHT © 2022 / _ o =Ea` - _ As_--_ \ TERRACE / 0 DI D2 I — I r f GUE m ' 6 ST \ ` \\ GUEST 4 D L}L/ BEDROOM BEDROGUESTOIOS LO'A7x ROQ� M 4 ---- 4• 19 is 4" ® 3 II i� I GUEST - - -- _ I S ALGN HALL r VESTIBULE M41 WITH ®O 0 TI LOAYIJi ROOM — lO GUEST BEDROOM O I E O \B® I! I I I � GUEST BEDROOM 210 1 = / i / v1 >2 PROPOSED SECOND FLOOR PLAN 1 1/4" = 1,_�., REFERENCE #22-7 0 PATRICK RYAN O_'CONNELL A R C H I T I C i O v W DO > O N > M 3J ^ O LL `A V1 J C1 O a W = ~ Project #: 21-035 Drawn by:WC, PRO, HH Date(s): KB IAWI-ARPB MAR L20i2-ARPB REV.1 - - I R.$=-TOWNCOUNCIL MAY.6 Z033-REKNIT Q AUG, M 2022- REVISION SET SE:V_ P TRICK. RY,AN (YCONNEL1. Iumry eehm. a�ryua miwWD�'"xam'� D )PYRIGHT `C0 202: MATCH LINE 8 A'-4" {� EXISTING GARAGE PLAN 1 1/4" = 1'-T 2 EXISTING GARAGE ROOF PLAN 1/4" = 1'-0" MATCH LINE *4rRVVaD SET 7 REFERENCE C PATRICK RYAN O'CONNELL A R C H I T E C T J� O u Z W .0 > O a 3� z W �LL W Q vl O u N �Q 01 LL L l7 a O rz 'L = ~ a Project #: 21-035 Drawn by:WC, PRO, HH Da[e(s): M2420u-nave MAR. z426u-nave aEv. i M0. 6 2022-TOWN COUNCIL —620U-PERMR Qi nUG. Z32DY2-REW610N $ET P:\ —K RNAN 0'1 ONNLLL .nM<w area M m� COPYRIGHT C 2022 EXISTING ROOF PLAN 1 1/4" = 11_0„ ft REFERENCE cl. PATRICK RYAN O'CONNELL A R C N, T E C T Ji 0 v 00 C W 0 tA W W N m Q,n �J " N 01 U1 J 01 O c� W = ~ a Pro ed 21-035 Drawn by:WC, PRO, NH Date(s): E 242 -MPB MRR U mu-MPR REV. , wx 62N2-TOWN COUNCR MAV.62M PERMR Q ".2S m.-RMSWN SET SETT P.1iRICK RYAN O'CONNELL wenyrmmN m,gry Nru,rylRD�' D COPYRIGHT O 2022 3--TOP OF ROOF 24'4"TOP OF BEAM FLOOR-NNISH FLOOR 12'-0"TOP OF BE" _- - J = _0'-0" FINISH FLOOR , FIRST FLOOR__— PROPOSED FRONT ELEVATION 1 /4" = V -0„ 12'-0" TOP OF BEAM 11'-0" TOP OF BEAM P)'b V _. J� 0'-0" NNISH FLOOR FIRST FLOOR 1 x t f - 12T M I iD'-0" TOP OF BEAM _ j III FffilTF r F— -I '-0" FINISH FLOOR IRST FLOOD EXISTING FRONT ELEVATION 1/4° = r-01, REFERENCE #22-7 PATRICK RYAN O'CONNE_ LL A R C H I T E C T i O w U o z N = O..� U FONK �mzQ b 7U )- >i 3= w �Q� U O OdLL m a O u W rn ¢ ` rn rn W r LL W LD< ~ Eu 0: Q Oto 0. w 2 0.1 Project #: 21-035 Drawn by:WC, PRO, HH Date(s): FE0.L2D22-ARPB MA0. 2A 2022-AIV ■ REY.1 AP0.B2ffi-TOWN COUNCIL WY. E 2022-PERMIT Q AUG 232022- REVISION SET SEAL P.ATRICK RYAN O CO ELL e OPYRIGHT(C)2022 EMT OF ROOF FEATURE - 3PA" TOP OF ROOF ROOF HEIGHT 2,r-TOP OF BEAM 0'- FINISH FLOOR FIRST FLOOR I �■ ■ =_ONE 0 ONE ■l SOon M_ ■ i 0� — ■ ■ i Smi mm -- - IIrrI ----------- - I I❑I�� ASS it O O H APOL PROPOSED REAR ELEVATION 1 /4" = 1' O" 7.*VV.IV 'Jk�'47 40 3 _ SEE ma cm Briff INTIMSE am PATRICK RYAN O'CONNELL A R C H I T E C T i O t 1 z a N m O.a E_c,ns a OE-• ¢LLryggd J � J L) zaLLN Q � M 2 a — V o u Q W co O Q W �_ to Wcn >m 3 J � W O ~ O L N Ln J n. O rz w = ~ a. Project #-. 21-035 Drawn by:WC, PRO, HH Date(s): EEL 2• mu-ARPe MAR. 2� m22-AIIPB Rw. t APL 6=-TOWN COUNCIL IMY.626E-PERMR Qj AUO. n 2022-REWSION SET SEAL PATRICK RYAN O'CONNELL ah �mrea�q� A3.2 PYRIGHT © 20; IT-0 TOPOFREAM PROPOSED SOUTH ELEVATION 1 1 /4" = 11-01, IZ-0 MPOF REAM ,REAM , 35'UF TO1.1 f ROOF FEARE "--POFROOF ROOF HEIGHT SECOND ROOR FINISH FLOOR _ _ lo'-0^roP of RE,vn vLz, 12 ? I IOOR FINISH FLOOR RRSf FLO RROOR. EXISTING SOUTH ELEVATION 1 /4" = 1'-0" REFERENCE #22-7 � PATRICK RYAN O'CONNELL A R C H I T E C T 751 i V b F 4 r ; N = O .I HOCK o zU 3LL$ x dU W Via.. F W om� CLT �U }ate to a zW o u LU O in >m 3LL W W Ot^ Lu � uQ � W Ln J a O W = a Project #: 21-035 Drawn by:WC, PRO, HH Date(Q: fER.3�1011-ARPB MAR.211Pu-ANR REV.1 IVRRa1T2-TOWNCWNOL MAY.620}2-PERMR Qj AUQ MM12-R MON SET SEAL PATRIIX RYA O'CONNFf 1 •I and tlet-wee' WM� P.M.a s.NvwrpmaW m.Ny rrana..Ye,�w.au Mrury Hla'' A3.3 RIGHT CQ: IL TOP OF ROOT FEATURE M0 TOP OF ROOF ROOF HEIGHT 24—TOP OF BEAM 10'-0" roP OF BEAM I t _ � 4j] Eoz Tn3 Ea 3D'-0" TOP OF ROOF 2<'O"TOP OF BFAM -_ - PROPOSED NORTH ELEVATION 1 1/4" = 11_0„ °T1 Off SAM, �. "TOP OF BEAM 10'-0"TOP OF BFAM �= n - 7 --- En- CAIC]L-E=l _ n��IF1M - EM M M3 Imo] m ME D'-0' FlNISH F100R �� L _ _ r�l If _ _ ___ -. - _.. FIRST FLOOR FLOOR FlRST FLOOR L��' 1� ' EXISTING NORTH ELEVATION Zia^ =11-°^ REFERENCE #22-7 u PATRICK RYAN O'CONNELL - - -- E - - A R C H I T C T - i 0 u 0 z mN = 0 U� �mM� 0 'E zU 3= 3 dw �a�3 J � J /U }aJ .Tr ,� rW✓ �tLLL N a Y O v P W m O 0_ to ¢m 3 W H " W (D to a O W = a. Project #: 21-035 Drawn by:WC, PRO, HH Date(s): fE�.2A 2022-ARPB MA0. u m2Z • ARPB REV.1 MR.l=t-TOWN COUNCR. WY. E 20u • PERMR Q AOG 2E m22-REVISION SET SEAL -TRICK RYAN O COWELL u� aiuea W 4w, ,meWSTi �wryzozJl• e )PYRIGHT ©202] T.O. HATC CON,. rROrEL O-0'DATUM 1 MODIFIED AT LOGGIA 1 /2" =1'-0" { MODIFIED AT LOGGIA 1 /2" =1'-0" caw-. ncomz r. COW. FL"Tm IRS v _w N�y� __.---- �11 �a I rx/ 12'-0'AD CONSTR7JGT70N -/✓�. // ,'//�� /... /////- /// ///./' /.. r------------- / //�/ /�// !i///// tL.-ta / .%'///// /' // /.:; //,!/j/ /!///.!�/!//;!/// �,, //// i r-------------------------r i f __..- 5 1 Au REAR TERRACE ELEVATION tie -1-0" REFERENCE PATRICK RYAN UCONNELL A R C H I T E C T i a z WV F � z Oa U ~ al 5 m l 1 �U 3LLg� W �u� ammo CCU >a� U a OcaLL'� d m a $ C a d OU.1 u > O O in to W LU 1� N m Go 'A 3 LL O1 IA IA Ln LN 0. O a W = ~ Project S: 21-035 Drawn by:WC, PRO, HH Date(s): FEB.26202Z-ARP6 _ MAR.262O22-AMBREV.1 APR.R2022-TOWN [OUNM MAY.6WU-PERM? Q Aua.2s 2ou-REYISIDN SET SC:LL PATRICK—O'CONWI PRaf¢"Mau rAlprt A5.1 COPYRIGHT © 2022 NEW ALUM. CLAP WOOD WACT RE515T. POOR 6ALGONY PIER DeYONP - METAL RAC. F05T METAL GUARDRAIL NEW TLE OR STONE — FINI5H 5Ef ON LIQUP WATERPROOF MEMMNE EXISTING FITGHEP CONCRETE TERRACE SLAG I 4" G° OECORAT WOOO D 6FJIM Ci 24- O.G. T3G WOOD CIMLING LOWERED 5EAM WRH FRORLED CORNERS. 5EE ELEVAT ON EXIST. QaJ WAIL. W/ D" LINTEL OVER OFENING5 NEW ALm 0.AP WOOF WACT RESIST. POOR 0 7n NEW ALUM. 0.AD WOW WACT RE56T. DOOR S III I l I 6 � II NEW GUILT-Lr FLOOR NEW TILE OR STONE OVER EXST. SUNFEN MN19H SET ON LIQLCD UI ROOM. WATERPROOF MEM5RANE _. _t-_ t _ - NEW EUILT-UF 6LA15 I I e' le ►ITCH I I I d EXISTING CON'G. FATIO %A6 EXIST. GRAPE 6EAM AND PCP REAR PORCH AND TERRACE SECTION 0 3/4" = V-0 REFERENCE # -7 ;s PATRICK RYAN O'CONNELL A R C H I T E C T— i W V z 0 N = pa u m.o O E--I m M K Q � p a zU dua 3=N3 �a 3 6 d N U � M Q � D. (n 0 t.i W m O v) > m rn 3 w / W Q W 0 Lu ~ LuON VI ; Q 3 H N 1A J a. O LU = a Project #: 2"35 Drawn by.WC, PRO, HH Date(s): no 262022-MVs IM& U 2W-MIPs RE— mn.s2022-TOWNCOUNM MRY.6wU-"RNR Qj AU6.23ID22-REVISION SET SEAL PATRICK RYAN O'CONNELL aPoiawC�M� �amRH. m�"nx�Nusw nNwwr�mi� a D DR ENTRY FEATURE SIDE ELEVATION 0 3/4" = 1'-01, I ENTRY FEATURE ELEVATION 3/4" = 1'-01, 2 ENTRY FEATURE PLAN 3/4" = 1'-0" r { 2 REFERENCE #22-7 PATRICK RYAN O'CONNELL A R C H I T E C T_-- 2 O h (� U z N S 0.4 --) ~��K o _U b F. ¢mo a zu 3=N <w �<3 IZ x i U t N a z O u W m O a to Q A 3 , W [i1 W F t=a a n J O (A l7 Q O W = Q, Project #: 21-035 Drawn by:WC, PRO, HH Date(s): PER. L 2=-MPR IMR.aZw-ARPRREV., MR.62=-TOVINCWNaL WY.6 WU-PERW Q AUS U IDII •REVISION SET SE - PA B—FMA 6C—QNNELL 9�MIy��j,apuN a,.p,vwehm...m m.aW �amae artNHuuM,vd" n Hw�mu� D COPYRIGHT ©2022 Z'�' 14L• ,. OTAM LANOW et II e I . a I I . MUM CONCRETE ENTRY EXTENSION, 5EE STRUCTURAL PRAWING-5 FOR MORE PETAW . ^ . _ 0'-0' FINISH FLOOR 0'-0' FINISH FLOOR e ° • • _ _ a • _ _ _ _ _ _ - _ __— _. _ _ I FLOOR FIRST BOOR a FINISH GRADE BOTTOM OF FOOTING HMXAL ME WOND ALIGN W/ EXIST. DOT. OF BEAM r-4• HELICAL Mr WONP 1 ENTRY SECTION ENTRY SECTION 3/4" = 1'-0" G 3/4" = 1'-0" REFERENCE #22-7 cj PATRICK RYAN O'CONNELL ♦IICM IT ECT i O W b z L- U N W V 0 U J .4 f Q = o 0 0 F 1 3"$"I I F-T < m ,w W /U W J � J 09J .0 ,WJ BOLL N a � m a Vl 0 u LU m 0 W � Q W O a. 0 a o (A w � W (A W = ~ 3 J l7 3 r I A mJ L� Project 111: 21-035 Drawn by:WC, PRO, HH Date(s): r Mma-ARY6 MN1.26 ]6t2-ARVD REY.1 ND.6IO=-T NCOUNOL MAY.6mm-iEB16R Qj AUG. ]3 iRTi-ampoN SET SEAL PATRICK RYAN O'CONNELL NSLww OMFKwTnN e :OPYRIGHT ©2022 TYPICAL CHIMNEY DETAIL 0 3" = 11-01, TYPICAL EAVE DETAIL 1 311=11.011 ENTRY CORNICE DETAIL G 311= 11-01, nNG ROOT TRL i5 OrEN-CML SrRAYW I PKUATION LwmemE Par CHEATHNG . Alm 51W WATER it MEMMANE OVER r.ROOT5llATHN& x 6d r.T. 5orrr RJ6 515TM ONTO ING TRUSS MDIEER W/ N. AS SHOWN r. NAL6t 5 i• F.T. %VAWA CO SOMT OVER NTIG" 6OARP EP rASC1A CO 50rmT oven r NTIQOU5 60ARP RATrVE 11 �p/t 9 RATNE OUnO*P �o SSERS iTLCOO Na.�ry{s ,.1 °n.+� 2 REFERENCE 0 PATRICK RYAN O'CONNELL AEC N IT EC T 2 O z e z N = U.-I L eo o zu ( ¢ LL a 3= �� 3 aamiti U� zaLLN M a� � v z O v w o Q W O LL J W N rmn 3 LL vi (71 Ln J � Q. O W = a Project #: 21-035 Drawn by:WC, PRO, HH Date(s): FEB. U2O22-ARPB MAR.212= ARPB REY.1 APR. B 2M -TOWN COUNCIL MAY. 62022-PER— Z'\, AUG. 232022-REVISION SET SEAL P_A_TRICK RYAN OCONNELL FRofFssloluL cuT[KAlrolt... ertlrylTw �,ep+rea >•Fv�^M'mm a,y n h�erwry IDu D COPYRIGHT © 2022 TYPICAL SILL DETAIL 1 6" = 11-01, V ATYPICAL WATER TABLE DETAIL t .3" = 11.0.1 2'- f ATYPICAL WATER TABLE DETAIL G 311= 11.0.1 COLUMN DETAIL FOR SCREEN 4 1 311= V-011 ILIL" 12 YF p REFERENCE #22-7 PATRICK RYAN O'CONNELL A R C H I T E C T i O z o N = O[- zu W 3= d 26� U� 0 a� R, O u W m > O u3 am LL w Q w W r ;Q � W O N Ln J LD :D a O W = a Project M: 21.035 Drawn by:WC, PRO, HH Date(s): FEB.IA 20T2-MPR MAR.2R 1013-AMR0.EV.1 MR.RSRll-TOWN[WNCIL NIAV. 620] "RNR All6 ]3 Z012-REVISION su sent PNTRICK RYN aCON LL erury��nc+ a..a Mme,a� m.ewy� Mwy pll�: e YRIGHTQC 21 LOGGIA SECTION 0 1„ = V-0° LOGGIA SECTION 0 11. = 1'-0" T 49 C I.OR MOTORIZE POWN IN5= N REFERENCE PATRICK RYAN O'CONNELL A R C H I T E C t i O W G ZU _ 0a F o C HR ZU W 3=� u� � H co u U >a� �F. U O a Tv m m+ 10 a vi O u W coo O in Q m 3 LL z W Q W O W Wcn VI ;Q 3 ~ In J l) a O UJI = a Project S: 21-035 Drawn by.WC, PRO, HH Date(s): PE&z�zozx•RRPE MM.2�]Ox2-I1M�REY.1 --_ RPR.R20t3-TOWN COUNCIL _- _Y.Gnn_PoMR Q N10. ]3 M2•RFASION SEf SEAL 2md e COPYRIGHT CQ 2022 HEAD HC161Q z y I L L. rR+ sae i� t rteAMe sIu - rRAMe Sae - L� r x N % C4i t� nil o"i OEM Ilk r !�,• 4 1 j� MAW Sae N NCO N m"SH®M1001K - _-- - -. _ MNW- EP FLOOR _ _ - = rINISHIMP FLOOR - _ - MNISFIeD FLOOR jr jr QUANTITY QUANTITY QUANTITY QUANTITY TYPE: � TYPE: TYPE: TYPE: OALUMINUM CLAD WOOD 3 (}� �) ALUMINUM CLAD WOOD 3 ALUMINUM CLAD WOOD © ALUMINUM CLAD WOOD DOUBLE HUNG WITH TRANSOM DOUBLE HUNG WINDOW v DOUBLE HUNG WINDOW FIXED WINDOW a PRAMS gqZEvtRY� HEAD HMC*M -_-- rRAME Sae rRAMe Sae = I I wr�e wrrwr J - Hill Q J- Hill 0 on MMC Sae rRAME Sae MNIS1iW FLOOR MNKHEP FLOOR rHSHW FLOOR = MNK-+f® M4= TYPE: QUANTITY TYPE: QUANTITY TYPE: QUANTITY TYPE: QUANTITY ALUMINUM CLAD WOOD 2 � 7 ALUMINUM CLAD WOOD 10 O PAIR OF ALUMINUM CLAD WOOD 2 SETS O ALUMINUM CLAD WOOD 2 DOUBLE HUNG WINDOW vv DOUBLE HUNG WINDOW DOUBLE HUNG WITH TRANSOM FIXED WINDOW i WINDOW ELEVATIONS 3/4" = 1'-0" REFERENCE #22-7 0 PATRICK RYAN O'CONNELL ARCH I T H C T i 0 w G z o zcj N 0--1 U`a OF aLL�3 �"F amp U a 0." d a T a Li O u W O W x 44�//•�'J��:� O tA H w N 3 l=7 Q ID a O ul = a, Project A: 21-035 Drawn by:WC, PRO, HH Date(s): EEA i�zoa-ARre _. MAR. z�mu•ANRREY./ — ArR.Ramz•Tovro couHai — MAY. H zm-YERMR Q AUG. t3 �-REVILON SET S� PAT,-K RYA-OCON U .rt�hpna, tMr mownownMwoN uMnOwYVIMw" .,ewx COPYRIGHT OC, 2022 4'-w kr 41.A• t' 2'-IW HW HBGHT_ _ MMSH® M.00rt TYPE: OG H ALUMINUM CLAD WOOD FIXED WINDOW ASSEMBLY MAME SIZM i �c MATCH 5TLE5 AND RALS WITH APJACGNT POOR5 i- ALIGN MUNTINS WITH ADJACENT POOR5 JANTITY 1 SET 4' DOOR WM D' b' HEAD HEIGHT N-I =" VERIFY WITH EXISTING OPENING Ij �I CLA55 rANGLS boo, - a i i I PINISHEP MOOR GARA&E MNK+MP MOOR J - QUANTITY TYPE: QUANTITY 101 TYPE: CUSTOM WOOD AND 102 103 104 CUSTOM WOOD CLAD SECTIONAL GLASS INSWING ENTRY DOOR 1 ALUMINUM GARAGE DOOR WITH 3 IMPACT RESISTANT GLASS PANELS 0D, m"' I WINDOW & DOOR ELEVATIONS 3/4" = 1'-0" REFERENCE #22-7 s PATRICK RYAN O'CONNELL A R C H I T E C T f u w tD N z = 0_u U'i 'WONT �^ '04 OF- aJ$LL J y.,U/ faJ U_44 0aLLN � a � a N V) O u Lu m _a 0 O 0 IA 3 LL 3 r- Ln GL 0 c� W = ~ a Pro #: 2"35 Drawn by -.WC, PRO, HP Date(s): FEL IA 20II-MAR — IAM.UaOl-AMY0.EY.1 M0.RSDl3-TOWN [OUNCII EMV. EIWS-YERMR Qj AU633 ]N2-REVISION SET SEAL PATRICK RYAN &CONNELL FEWNNl OR1RGTRH wRry�iFre o��a r�pyen.eaeymyaN Hall, w.w�am.wH A6.2 PYRIGHT ©202 4'-lo;' rRme size 4'-8• _HEW AWAIT rIN15HEA MOOR \ / HEAP HEIGHT oven ALL rRme else t'-o,- 4'40i' t' TYPE: QUANTITY TYPE: QUANTITY 107 1 10 GROUND FLOOR 108 109 GROUND FLOOR OUTSWING ALUMINUM CLAD 2 OUTSWING ALUMINUM CLAD WOOD 2 WOOD AND GLASS FRENCH DOORS AND GLASS FRENCH DOORS WITH SIDE LITES g' ; oven ALL MAW elze r�xz• ., ,,.,• , .,z• 'I HEAD F¢l6i1T _ a rMNeiIW M40R TYPE: 1 11 GROUND FLOOR OUTSWING ALUMINUM CLAD WOOD AND GLASS FRENCH DOORS WITH SIDE LITES AND TRANSOMS HEAP HEIGHT �L +V QUANTITY 201202 TYPE' QUAI 2ND FLOOR 3 203204205 OUTSWING ALUMINUM CLAD 5 WOOD AND GLASS FRENCH DOORS v * pRoV !,. AL;'j 12 1 DOOR ELEVATIONS 3/4" = 1'-0" REFERENCE #22-7 PATRICK RYAN O'CONNELL • R C N. T E C T 1 i 0 Li z z � N U .-1 .a � 0 'x'�m� OE- zU 'aLLon 3=° dW �a�3 u ao x U a O a o a L� O u ui O z o Q th w W Y 3 � r" Sn J C� LU ~ Q. Project S: 21-035 Drawn by.WC, PRO, HP Date(s): fER.2a 20t2-MPR aM.Eaam-MPR REV.1 RM.RZEII-TOWN COUNfR /MT.6 alER-PERMIT RU42i HIEt-REVISION SET SF:\L PATRICK RYAN UCON U Y �Mwu•• s•Pw••••bm,. unsay xoin�a artNnatua rtlwunsu,fW aram.x u I e 'YRIGHTQC 20 EXISTING CONG HEARER EXI57I1,1G CONCRETE HEADER ro r r G - - WATERPROOFING MEMDRANE WRAIPED L3" MIN. AROUND EXTERIOR Or MASONRYi SEE 5TRUCTURAL DETAIL rOR STEEL. OrENINGS. SUPPORT AND WOOD DUCKING HEAO HEIGHT' \ IY+' I Y2"4 t' P.T. WOOD DUCK. FASTP_NEP PER 9'33/4"AF.F. STUCCO RETURN HEAD HEwM 5'1RUCTURAL 61`EGFICAl10N5. SEE t� I'MMETER SEALANT STRUCTURAL PRAWINGS rOR MORE — INFORMATION. rA5TEN DOOR PER NOA � t- THROUGH WOOD. LI x9 LEVO-UPPER TRAGCPER MPG } z u 5TUCCO RETURN MCATTONS AND FASTENED PCR FL" gq = = NOSFEC SEALANT AT PERIMETER = II+TrACT RATED ALUM. GLAD WOOD SLIDER CUSTOM IN -SWING WOOD ENTRY DOOR, UNIT ATTACH IER ArrROVED ENGINEERED DRAWINGS. O ENTRY IN -SWING DOOR HEAD/JAMB DETAIL g0 SLIDING DOOR HEAD DETAIL SCALE 3"= 1'-0" SCALE 3"= 1'-0" CUSTOM I1,1-5WING WOOD ENTRY POOR. IMPACT RAID ALUM. CLAD WOOP SLIDER ATTACH PER ArrROVED ENGINEERED UNIT PRAWING5, INMI L DETWE.EN TRACKS W/ FLOORING MATERIAL " LEVEL AND GROUT LOWER TRACK rM MFG SrECIrICATIONS 16 OZ CCrM rAN SET IN SEALANT W/ 3 AND rA5T1_NED } LEGS Ur SIDES D EXTERIOR ON k OWN ON tiS NOA PER P�- A N OVER IM 511CK ,-; WATER PROOMNG MEM6RANC � F_INISH BOOR � �"'�=� -, Y i� 2"z5i" rVG DUCK. rASTT_N W/Y,P" X 4" PITCHED STONE SILL °TAFtON" rASTENM6 LT e" OC., 5TART 3" FINISH FLOOR l PROM CORNERS. MIN. EDGE DISTANCE TO DE 2 " 9Z" Ze YSEE STRUCTURAL rOR MORE INFORMATION. rAST EN POOR rER NAA y„ " THROUGH DUCK. 1 �' 5LA9 RCCG59 If eiLAD Pa-RE9510N AT ALL DOORS OUT MCI9TNG 9A15 TO rROWE r-9• TYPICAL. I=NCTH Or RCCcoo O IN -SWING DOORSILL DETAIL - SLIDING DOORSILL DETAIL O SCALE 3"= 1'-0" SCALE 3"= 1'-0" p z" rvc rmNTED WALL rANO.. ram}• ` 5TEZL DUCK ATTACHMENT • SEP 5TRUCTURN_ r-3<' EXTEND 4' rAOT XMING PRAMW-,9 rOR SrECIMCATIONS G A r 2 X IZ F.T. WOOD 5= ATTACHED TO STEEL _ ra" racer e COLUMN. a IG GAUGE OR HEAVIER METAL WALL FRAMING a w >L � . S� Zo WNCItm COfUM. 91m 9TKU URN. PRAWN" rOR CONLRm COLLW 9f= WOOP JAMD MOPMATION P:TAL9 p�j TMAWIN RI 9TRLIGAnm PTAIL9 rO1C o` N MOOV7CATW P-TALS S1 I WATMVKOOrNC MEA6RANG wRArrm G• MN Axoum WOOD JAMD } WATEFVROOMW MMMANe WRNTW�"EXT10R IXTEMOR Or MASONRY OrENNS o,R„ROL RATEP CLAP wooD SLIDER SnrcO RcnURN MND SUPER FANEL 5TUCL0 RLTURN IMPACT RATED ALUM CLAD WOOD SLIDER UNIT, ATTACHED PER NAA O SLIDING DOORJAMB DETAIL 10 SLIDING DOORJAMB POCKET SIDE DETAIL SCALE 3"= 1'-0" SCALE 3"= 1'-0" REFERENCE 0 PATRICK RYAN O'CONNELL A R C H I T E C T (7i z O u W GMo W > m 3LL zz 0 W Ln J a u. = Project #: 21-035 Drawn byWC, PRO, HH Date(s): FEB. 2420u ARPR MAR. L 2022-ARPEI RW 1 APR. 82022 TOWN COUNCIL. M^ 6"n-PERMIT ['\ AUG. 232W-REVISION SET SEAL _- - O PATRICK RY,W (YCONNELL •rti fr"Fr ��rtwea COPYRIGHT © 2022 r.T. 2.6 ATTACHED TO HEAP rM STRUCTURAL I. r.T WrATHER- IN5LLATED METAL GR IMPACT R OGARAGE DOOR HEAD DETAIL 2 NSUTATeP METAL GRACE POOR. IMPACT Re55TANT GARAGE DOOR MID -RAIL SCALANT rAINTED IX WOOF 5HALL MATCH WOOF USED N Re5T OF EXTPRm Or HOUSE, SM Ara TOr RAL W11H PRr CONCRETE COLUMN,5EE STRUCTURAL FOR r.T. 2.0 D= rA5TENEP TO 5TeM ANGLE, See STRUCTURAL PRAMANCa5. rASTEN RAL5 A5 rER GRACe POOR mm's ArrROVEP TESTNG CRITERIA 5EANANT 1+ r.T. mommG —I IN5LLATEP METAL GARAGE POOR. —i WACT RE515TANT O GARAGE DOORJAMB DETAIL SCALE 3"= 1'-0" 1LA5HNG. SLOrE AWAY PROM 9ARACe POOR TOr RAN, WITH PRLE SCALE Y= 1'-0" N%LAT® METAL CARKaE POOR. IMPACT RE55TANT F A5HN6. 6LO AWAY rROM / GARAGE POOR STONE 5RL/ArRON MR rNISH. SW rLOOR TRASH FLAN v / SEE IANP5CMNG PWGS. FOR TOR RMSH AND PETALS j . _ rOR FOLWATON. SW STRUCTURAL i Q r-r r1.AN5 e O GARAGE DOOR SILL DETAIL SCALE 3"= 1'-0" SARAG& MOHM FLOOR 5T0000 RETURN SeALANT rR WOOD STLe PANEL MATERIAL SHALL 6E G° MPe DEAPEP TONGUE AMP GROOVE 150ARP5 SCALE Y= 1'-0" 4 PRo vft . e-� CaLA 9 PANGl5 Jiea. r e vvry 4< w 1 I i I 102 103 104 TYPE. CUSTOM WOOD CLAD SECTIONAL QUANTITY ALUMINUM GARAGE DOOR WITH 3 IMPACT RESISTANT GLASS PANELS 1 GARAGE DOOR ELEVATION AND DETAILS REFERENCE #22-7 u PATRICK RYAN O'C_ON_N_E_L_ L T- � 0 O 1 u w u z N = 0 0[-- U aLLoa3 3=N3 �w �a�3 �x Q �� ro G U d o O a J o K LL N m [4 a d � w z O u Z W coq > O H W � W W N am �LL o ~ Ln J � O c� LLI = ~ LL Project #: 21-035 Drawn by:WC, PRO, HH Date(s): N:R.]A 2M ARPR --.- MAR263P]S-MPBREV.1 APR.6=-TOWNC—CIL MAY.6Mn-PERMR Qi AUMM W1-REVISION SET sent PATRICK RYAN dCONPIEI.L Inrtl�a uu�iaaakaa�mq YZea rora� iinme a )PYRIGHT(K)202: GYMM WARD O/ ZZ GAWE /e. " GYrSUM 6OARD O/ ZZ GPllGE FAN. METAL rRAMING it MIN. METAL rRAMNG I WATERrROOMNG MEMWANE �� WATERPROORNG M@d6RANE WRArr® O" MIN. AROIINO EXTERIOR OP MASONRY OPENING5. WRAFrED G° MIN. AR"P EXTERIOR Or MASONRY OPENINGS. µ° S iU=RNISH _ 5TUCCO KNISH C' - 6y 61 I - INS r.T. WOOD am FA5TENED p) 5%4 1 P.T. WOOD 6UCK rASTENEO _ -.- rER 5TRL'Nr 7MAL Sr=rICAT1ON5. rER 6WTLW.AL 9rEGPKATION5. �- I 1 1- ( Z oZ (0 X: VA IerJ r SEALANT AT rMMETER V IEJ ( % — 5EN.ANT AT PERmmR �� ALLFBNUA CLAD WOOD IWACT RATED = \-- ALUMINLM CLAD WOOD IWACT RATED OUT-5WING DOOR. REMW TO OUTSWW, DOOR. REI M TO - -- - EXTERIOR eCHEPtLe FOR MANURCTWER AND _ -.� — _-- EXTERIOR 5CHePt E FOR MANUrACT1.RER AND 5IZE5. IN5TALL rER M~.. 5rEC5. 1 SIZES. INSTALL rER MANW.. 6rEO5. 1 NOA NOA 1 1 OUT -SWING DOOR/JAMB DETAIL 13 TRANSOM DETAIL SCALE 3"= 1'-0" SCALE 3"= 1'-0" ALLMNLM QAD WOOD IWACT RATED M)a!P CASEMENT 6Y LOEWEN OR ALUMNUM CLAD WOOD IWACT RATED APrROVm EQUAL (REPER TO OUT-5WING DOOR REPO[ TO 601 rM 51ZE5) (INSTALL rER 5CH!PLLr FOR MANLrACTLRER AND 5IZE5. INSTALL rER MANW. 5rEC5. 1 MANUr. SrECF. 1 NOA) N.OA - LINE Or CONCRETE COLON EEHIND LINE OF 5171000 KNISH 6EYOND _ rHM -� ip I� 16 OZ COrrER rAN SET N 5EALANT - - _ EXTERIOR W/ 5" LEG5 Lr ON evmE DOWN ON 1 Imo_ EXTERIOR Z" X 4° ALJMNUM HORMONTAL MULL, T ` _ sm 55TRUGTURPL DRAW7NG5 roR NISH FLOOR - I a" X r7f rVC W= rASTEN rER Ll T.O. SLAB =I♦ _ STRLA911A I5 GPICATI0145 I \01 s 8 -..----�-- _-�- _ ----- ALLMNLM CLAD WOODIWACTRATED OUTSWNB DOOR 15Y LOEWEN OR DOOR HEAD APPROVED (REM TO 5CHEOIZ.E rOR SIZES) (IN5TALL PER OR6 t" 5LA6 DM-R�ON AT ALL DOOR5 TYPICAL MANIA. 5rwsi 1 N.OA) 12 OUT -SWING DOOR SILL DETAIL 14 TRANSOM @ DOOR HEAD DETAIL SCALE Y= 1'-0" SCALE 3"= 1'-0" DOOR AND WINDOW GENERAL NOTES 1. UNIT SIZES: FRAME SIZES AT EXISTING OPENINGS ARE ONLY APPROXIMATE AND SHALL BE VERIFY AND COORDINATED WITH BY G.C. PRIOR TO WINDOW ORDER. 2. GLASS: GLAZING SHALL BE CLEAR, INSULATED GLASS WITH A U-VALUE OF .31 AND A MINIMUM SOLAR HEAT GAIN COEFFICIENT OF 0.25. 3. HURRICANE PROTECTION: IMPACT RESISTANT GLAZING AT ALL UNITS AND INSTALLED PER APPROVED PER NOA. 4. PRODUCT APPROVAL: GC TO OBTAIN AND PROVIDE ANY ENGINEERING FOR UNITS WHICH DOES NOT HAVE A CURRENT FLORIDA NOTICE ACCEPTANCE. 4. HEIGHT OF DOOR HARDWARE: 36" A.F.F. UNLESS OTHERWISE NOTED S. BRICKMOLD: SEE DETAILED DRAWINGS. 6. BUCK(S): a. REMOVE ALL EXISTING BUCKS AND APPLY LIQUID WATERPROOFING TO MASONRY OPENING AS PRESCRIBED BELOW OR PER MANUFACTURE'S DIRECTION. b. FASTEN ALL BUCKS PER STRUCTURE PER STRUCTURAL SPECIFICATIONS. c. FASTEN BUCKS TO STRUCTURE PER STRUCTURAL SPECIFICATIONS d. ALL JOINTS AND SEAMS OF OPENINGS SHALL BE SEALED WITH PROSOCO R-GUARD JOINT & SEAM BEFORE INSTALLING ONE LAYER OF PROSOCO R-GUARD FASTFLASH MEMBRANE UNDER AND OVER BUCK. SPRAY OR ROLLER APPLY R-GUARD CATS AIR - AND WATER- RESISTIVE BARRIER OVER PREPARED WALL AND OPENINGS. (SIMILAR PRODUCTS ACCEPTABLE) 7. WATER -STOP: PROVIDE A WATER -STOP ON THE EXTERIOR FACE OF ALL CONCRETE WINDOW SILLS, MINIMUM 3/4" X 2-1/8" (ACTUAL) OR AS SHOWN ON THE DRAWINGS. 8. SILL FLASHING AT WINDOWS AND DOORS: FULL DEPTH 20 OZ. COPPER PAN W/ MULTI-STEPS/BREAKS IN THE PAN, SOLDERED SEAMS AND EXPANDED COPPER LATH. EXTEND MIN. 4" UP JAMBS AND BULL IN. THE PANS ARE NOT SIMPLE "L" FLASHING WITH THE CORNERS TURNED. a. PROVIDE PEEL AND STICK FLASHING ABOVE AND BELOW COPPER FLASHING. 9. BACKER ROD AND SEALANT: PROVIDE BACKER ROD AND SEALANT BETWEEN BUCK AND DOOR OR WINDOW FRAME TO SEAL PASSAGE OF WATER FROM EXTERIOR INTO RESIDENCE. IF THE BRICKMOLD IS PRE -APPLIED, THEN THE BACKER ROD AND SEALANT SHALL BE BETWEEN THE BRICKMOLD AND THE STUCCO OR STONE RETURN. 10. SHOP DRAWINGS REVIEW: PROVIDE DETAILED SHOW DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION AND INSTALLTION. 11. VERIFY DOOR HANDLING WITH FLOORPLAN REFERENCE PATRICK RY_AN O'CONNELL - A R C H I T E C-T- i O z o N = O U-) w �a�0 m ms O U W 3:l d Via.-3 U - A O a w a Z O Lu u Z W 0000 �_ tA Tm 0 W + O W W N LL � �< H U7 J l7 a O W = a Project #: 21-035 Drawn by:WC, PRO, HH Date(s): FEB.U2022-ARPB - MA0.212022-MPB RFV. i APR. B 2=-TOWN COUNCIL FMY.6 Z022-PERMR Q AUG 23 ]D22-REVISION SET SFAI- PATRICK RY,W OCONNELL MM�_ �...� =11 min e COPYRIGHT © 2022 mA*o M a" WooD wAcr R DOLILG HUNG WINDOW. REFER 10 kTfw SCHMPE • rOR TYrES AND SIZI S. ° INSTALL rm MANW.. SRPfi. 11 LOA C05TI NG CONCRETE HEADER n / EXISTING CONCRETE RAPER N: OZ WARM rAN SET IN W/!' LEGS u' ON ODES), D NT ON ° MIMETAL 60AIN O/ZZ GAWE MIN METH. FRAMING C%TER OK SILL HEIGHT ji, ry ARIES 'ITV WATMVROOrMG MEMERPNE WRAFrWMAW G' N. AROUND E%TT'It10R t' �. or MASONRY orENINGS. WATWrOOMW, MEMERANE �, R MIN MOUND EXITRIOR - Or MASONRY ARI t �. Of MASONRY OrEMNff. - t o ^ STLY.CO SWROIND 51vwO SURRORD III 66d I "W r.T. WooO oum rASTEN® rEt STRUCILRN- SFEOrCATIONS. `1 000} LYT3.j 1 s'vt' r.T. woOD Pum rA5Temw rER STRW'RRA. sre r1C'AroN5. I I SEALANT AT FMMEM pgQ� _ t1f Ili I �i SEALANT AT rECMETER I . HUNG WINDOW REPQZ 0 60iM Ud.E ALLUNLIN - j CA5EILNT WINDOW. � TO -- -. ,_ rOR MANLrALT1URER AND 51ZE5, EXTERIOR INSTALL FER MANUr. 5rECS ), NAA 5CHW LE FOR MAMJrAC nRVR AND EXTERIOR SIZES. INSTALL r5t MAWT, 5rW5. 1, TRANSOM @ DOUBLE HUNG WINDOW NAA 21 SILL DETAIL WITH STUCCO SURROUND HUNG WINDOW HEAD DETAIL CASEMENT WINDOW WITH STUCCO_ ODOUBLE 15 18 O SURROUND WITH STUCCO SURROUND 4 — WATPRrROOPIN6 M OUW EE WRAPM O' MIN. AROUND EXTPRIOR ° OF MASONRY OM NNGS. 4 — WATMWROOFlNG MEMMANE wO1� !1 WRArrEV 8' MIN AROUND EXTEFOOR . - — t' STUCCO SMROUND ^ t' �' j 9TUUA 5LRRR"P ^ ^ UNE Or 5LL mow we9 I ". 5rT WORP MUM rASTENEP 6pbrgj Ent I i.t' rT. wooD dKK rA51IINm w abe AyI I � LINE or slu- eE.Pw r, .. xB 5 rTRUOTURPI. 5rECTKAT ww ONS E% _Ylf_4 Cq SEALANT AT rEtMEM SEALANT AT rERMETER ALLMtkM OAD WOOD I—DOU61E HN6 WIDOW. REFHL TO 9Qi®I.Ir III rOR MANUrACTI RER AND SIZES. ALUMINUM CLAD WOOD IWACT CASEMENT WINPOV. RErBt TO SCHmuL rOR K-M rACTURER AND INSTAL FM MANW 5rers ), NAA - 51K5. INSTALL rM MANYOFECO V EXTERIOR "A EXTERIOR 16 DOUBLE HUNG WINDOW JAMB DETAIL DOUBLE HUNG WINDOW JAMB DETAIL WITH STUCCO SURROUND 19 O WITH STUCCO SURROUND AWMNUM 0.A0 WOOD WPACT KATW DOUdr HUNG WINDOW, RErEt TO SpiCDt.E.E rm TYFCS AND Wes. INSTALL rM MANY. SFFIfi. k NOA IIII ALUMINUM OM WOOD KPCT RATED P"L& NLNG WIPOW. RLRR TO VCHO LE rOK TYTES AID SIZC6 INSTALL rm MMLIF erms )r MOA II I!i OZ W-M rAN SET IN SEALANT W/ S' uYf Lr ON ODES L POWN ON E%I8tIOR V, OZ COrrM FAN SET N SEALANT W/ V LECf Lr ON sloes k POWN ON E%1flCOR ALL HEIGHT I TR.t' rT• WOOD SEE (VARIER UCnRN. rOR r" rASTENNG 91 WORMATION. l SILL-- {�y— IYj e9 �wow mm SEE T ,TAMER r"� INFORMATION. I WATHtFROPFlNS MEMBRANE WRPFrED b' MN AROUND EXTERIOR ;IV Or MASONRY OrENING5. WATEPROOMM& MEMWANE WRAPrW a MN. AR~ EXTMOR ;' t or MASONRY orENN65. t' ys a STUCCO 5LL d a I, I STUCCO SLL. I a Ie• Y HF' WATERrTOr AT 5LL a d = (VERIM1' EXISTING) d a .)l' Y _ If WATCRSTOr AT SLL a d (VEtIrY EXSTING) EXISTNG CON-5LL �„_�... _. U.T. CONE ail - - REFERENCE #22-7 ODOUBLE 1 HUNG WINDOW SILL DETAIL DOUBLE HUNG WINDOW SILL DETAIL WITH STUCCO SURROUND 20 O WITH STUCCO SURROUND PATRICK RYAN_ O_'CONNELL A A C R I T E C T- _ V) O u Lu > O 0 0 0 (A Lu W > tYl 3 Opp a O =� a Project *: 21-035 Drawn by -WC, PRO, HH Date(s): FF0.MIO}3-nova MA0. },A auz-AAPA REV.1 1 V R. R E0T2 -10 W N COUNLIL WY.RZOu•PERMR Qj AUG l3Yli•REV610N SET SHA PATRICK RYAN UCONNEIL 1��dw ��inP.m wmN a (erunIDII• COPYRIGHT ©2022 COPYRIGHT (DC 2022 'M NASTERVESTIRULF�_ II IJ�.- - MASTER R�TNIIOOY '` �2 m ELECTRICAL LEGEND O RE29•m rnnlucs.a.to TWA WAti Nawtm roAaI uBNT a VKOR/Rw R018Rm •RDWEN rNRRm __ w j RETd•!� �1N7SOgaRQr OTR//TAR LOW _- CE- PEmCTENM/APJNTARIe ReRO•m rwmm euA: ammo•m UNPMWAAWCt LLSHT 43 WALL WARREN K="W I "= ®® Itan" m eTC LOW 6RRL 4. •SUPAM/CO-HB MEWIm rx7um. -. ® AOT Drn3lE[ zz::Laa CLODer WALL MOWSm(%40 New=LOCATION zulPAce nwcxr®rAamxn.rNe C/ O �1 - ,s -- Lm TMe L161R Pro mcwATN u&wrw m �b'a�•'a�s'a�c'a — wPTo�m RJ5 T xA I III T COYER6 LOG6I. I II i I Cl PwF 13 Cl tp, 13 --- o 1 COVEREWRRACE I I �i y. -- -- ------ - ---- I I � I II I oINIH61100Y t LIVING O F I � _____ ____J L____ ____ ____-_------ _l Q ) � '+ i I I �r L f r 1! eIWYa .: Allb T7=n LAU DRY ---- -- - - ADRP REYFR WA51RR TO RGtAN MATCH LICE - - - - - - - - - �E SEE SHEET A2.5 FOR CONTINUATION FIRST FLOOR REFLECTED CEILING PLAN 7/4" = V-0" -1 z REFERENCE #22-7 PATRICK RYAN O'CONNELL A R C H I T E C T 7 O ~ W V z N z = 0 .3 a OF' aLLoa U 3=N3 W F" V Q¢�3 # a� U Ci >gJa Q � a N Q (,J W mp Q } T O cn 3 LL w l7 < a w O N l7 CL w 0 Project 4: 21.035 Drawn by -WC, PRO, HH Date(s): FER.2+2m2-ARPR - MAR.Lm23-ARPR REV.1 M0.•1022-TOWN COUNOL M11Y.62W2-PERMR IW4 231D]2-REVISION SET SEAL PATRIC RYAN O'CONNEL an. nE.au„t�iant� A7.1 COPYRIGHT © 2022 ELECTRICAL LEGEND ❑ RK2SOW rmum <Be•.4 R. WILL MOW7m Comm LbIff O VArOW-MO M%W9m OHM=rWWM W j R=9m UMGK/iORICT STRNTwe Lwa l}+ GR[CTLOHIL/AOJV/TA012 KBWOM mxln" ewc RL?Gsm UWEW--AST LJ61ff 43 WILL WAOHM R2GL'YJm MXn= ® RPLCSDm*TW LOW -. ® OR.L �� SWACT/CM.M MMMW MMXM - - MOT PRugm aw OLJOV WALL MPL*fm Q%.k Nz mC LOCATION lUPACL Mouurm rAN.ronum � Lm TAM usltt Or PECO AVM UMT MMIM SECOND FLOOR REFLECTED CEILING PLAN 0 1 /4" = V-0" n REFERENCE i t' 'r P_ATRICK RYAN O'CONNELL A A C H I T. C T vi O u W m 00 o >w W Q W O W W .A vI 1— t=7 < K w Ln J (� a O W = a Project S: 21-035 Drawn by:WC, PRO, HH Date(sY PE&242P22-A.P9 .uIL 1A 2022-AIV. REV.t.- _ AIRR2022-TOWNCWNCIL IMY.62M2-PERMR Q A116232022-REVISION PFT SEAL PA-rmC RYAN dCONNFII. 'IaNyRg.�,Pw�a aaNme. me m�vlE NwryiH1' COPYRIGHT CQ 2022