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Home My Public Portal AboutAPP 23-1T OW N OF GULF STRE AM PALM BEACH C OUNTY, FLORIDA C OMMISSIONERS SCOTT W. M OR GAN, Mayor THOMAS M. ST ANLEY, Vice -M ayor PAUL A. LY ONS, JR . JOAN K. ORT HWEI N THOMAS A. SMI TH February 16, 2023 G ina Addeo tool Rahway Road Plainfield NJ 07060 Dear Ms. Addeo: Telepho ne (561)276-5116 Fax (561)448-1009 T own M anager G REG ORY L. D UNH AM T own Clerk RENEE R. B ASEL This is to confirm that at the Public Hearing held by the T own C ommissio n on February 10, 2023, you r applicatio n for a Special Exceptio n to red uce the rear setback from 5o' to 4o' as per Sectio n 70-75(j), Rear Setbacks f or Waterfr ont L ots in the Core District and a Level III A rchitectural/Site Plan to permit the construction of a new 7,464 sq. ft. tw o- story, Bermuda -style, single-family dwelling with a 2.5 car garage, a nd swimming p ool. The application was approv ed with the following conditions: A ll windows shall have matching shutters added to the north elevati on a nd the wo oden deck is to be eliminated and a landscape plan where the w ood deck is proposed to be approved by staff in accordance with the C ode. Any minor modificatio ns to the approved landscaping shall be submitted to the Town Man ager fo r review an d appro val and any major m odifications shall be bro ught back to the A RPB fo r review and approval, prior to comme ncement of lan dscapin g. The approv al shall expire on February 10 , 20 24, if a Bu ilding Permit Applicatio n, including the afo rementioned improvements, has not been applied for. ards, Ren ee`R Basel, C To wn Clerk FA CC So utheast Directo r PBCMCA President Cc: Gary Eliopoulos, GE Architecture, Inc. 100 SEA ROAD , GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM COMMISSION MEETIN G Applic ati on #: 23-1 Address: 3400 Pol o Drive Proposed Improvement: Approvals requested: Special Exception: Level 3 Architectural/Site Plan Review: Owner: Gina Addeo Agent: Gary Eliopoulos The applicant is seeking to permit constructi on of a 7,464 sq. ft . two-story, Bermuda -style, single-family dwelling with a 2.5 car garage, and swimming p ool . To reduce the rear setback from 50' to 40' as per Section 70-75 (j), Rear Setbacks for Waterfront L ots in the C ore District . To permit the c onstructi on of a new 7,464 sq . ft . tw o- story, Bermuda -style, single-family dwelling with a 2.5 car garage, and swimming p ool. Gross Lo t size: 24,825 sq. ft. Effective Lot Area: 24,335 sq . ft. Pro posed Tota l Floor Area: 7,464 sq. ft. Allo wable: 7,467 sq. ft . Zoning District: RS - Core Height: 29' 8" Finished Flo or: 8.0 Ea ve Height: 21' Issues Considered During R eview: Section 66-141: A rchitectural/ site plan review -levels 1, 2, and 3 a pplicability Section 66-144: Standards rega rding Level II a nd Level III Architectura l/Site Pla n Review Sectio n 70-4: How to use this Manual Section 70-74: Setbacks Discussion: This a pplication includes a request fo r a specia l ex ception under To wn Code § 70-75 (j) to reduce the rear setback fro m 50' to 40'. This specia l exception provides for a potential reduction in the rear setback of up to a max imum of 30'. It reads as follows: (j) Rea r setbacks fo r waterfront lots in the Core District. (1) Minimum setback. The minimum setback for water front lo ts in the Co re District may be reduced to the lesser of the fo llowing: a. Fifty feet from the bulkhead. b. The a verage setback of the two adja cent waterfront lo ts on either side of the subject property. c. Twenty-five percent of the lot depth. d. Thirty feet. ARPB File #23-1 ARPB: January 24, 2023 TOWN COMMISSION: February 10, 2023 Page 2 (2) Specific standards for review . a. The reduced setback will n ot substanti ally alter the character of the waterfront in the immediate vicinity, incl uding any other pr operties facing ont o the same cov e or stretch of waterway; and b. Reducti on of the rear setback is necessary to ensure adequate buildable area; and c. The reduced setback all ows f or a m ore attractive architectural design and more practical h ome lay out. d. Any portion of the structure within 50 feet of the waterway (bulkhead) sh all n ot exceed one story with a maximum height of 20 feet, e xcept that for l ots less than 120 feet in depth the setback for two-story portions shall be no less than 33 percent of the lo t depth. Fo r the special ex ceptio n to be granted, the Town C ommission needs to find that all of the specific stan dards for rev iezv co ntained in the ab ove section (2) of the C ode have been met. The ARPB recommended appro val of this request during its Janu ary 2023 meeting by a vote of 5-0 . Motions: Motion to approve a Special Ex ception to reduce the rear setback from 50' to 40' as per Sectio n 70-75 (j), Rear Setbacks fo r Waterfro nt Lots in the Core District. Motion to approve a Level 3 Architectural/Site Plan Review f or constructi on of a 7,464 sq. ft. two-story, Bermuda -style, single-family dwelling with a 2.5 garage, and swimming pool. ARPB Date: January 24, 2023 Action: Special Exception - Approved 5-0 Level III Architectural/Site Plan Review - Appro ved 5-0 TOWN COMMISSION Da te: Fe bruary 10, 2023 Action: Special Exceptio n - Level III Architectural/Site Plan Review - THIS DOCUM ENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF GE ARCHITECTURE INC . 15 PROHIBITED . THIS DOCUM ENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF GE ARCHITECTURE INC. IS PROHIBITED . THIS DOCUMENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCU MENT WITHOUTTHE WRITTEN PERMISSION OF GE ARCHITECTURE INC . I5 PROHIBITED. ADDEO RESIDENCE WEST ELEVATION ADDEO RESIDENCE Wifil,,rttea4n4 f4ddw/ THIS DOCUMENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUTTHE WRITTEN PER MISSION OF GE ARCHITECTURE INC . I5 PROHIBITED. THIS DOCUMENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUTTHE WRITTEN PERMISSION OF GE ARCHITECTURE INC . IS PROHIBITED. GENERAL NOTES THE ARCH ITECT AND H IS AUTHORIZED R EPR ESENTA TIVES AND AGENTS SHALL 5144E ACCESS TO AND BE PER MITTED TO INSPECT ALL WO W. MA TER IALS AND OTHER R ELEVANT DA TA A ND RECOR DS WHERE VE R THEY ARE IN PRE PA RATION AND PROGRESS . LINEN REQUESTED, THE C ONTRA CTO R SHA LL FURN15H DUPLICATE COP IES OF THE AFOREMENTIONED DA TA THE G ENERAL CO NTR ACTOR WILL MAK E EVE RT 5FFOR7 To EXPEDITIO USLY COO RDINATE ALL PHASES OF THE WO RK To 057454 7145 END RE SULT WITH M 7145 FU LL PUR POS E AND INTEN T OF THE DRA WINGS FOR THE PROJECT. ANY DISCR EP AN CIES M THE CO NSTR UCTION DO CUMEN T DRAW IN GS OR SP EC IFICATIONS SHA LL BE BROUGH T TO TH E ARCHITECT'S / CONTRA CTOR'S ATTENTION PRIOR TO C OMMENCEMENT CF uORK OR CONSTRUC TION SO THA T CO RREC TIVE MEA SUR ES MA T BE TAKEN 4NY UNF ORE SEE N CONDITIONS M FIELD AFFECTING THE DESIGN CONCEP T OF THE BUILDING , OR THAT ARE M CO NFLIC T WITH THE DRAWINGS SHALL BE BROUGH T To 744 5 ARC HITECT'S AiTEN710N . A LL CONSTRUC TION SHALL BE N A CC ORDA NC E WITH TH E FLOR IDA B UILDING CODE 2020 EDITION AND AL L AP PLIC ABLE NATIO NAL, STA TE , A ND LOCAL RILES, REGULATIONS AND ORDIN MI055. A LL WORK DON E UNDER THE SUPER✓I51O N OF 7145 GE NER AL CONTRACTOR 16 TO 55 DONE M A NEA T AND WO RK MANLIKE MANN ER. THE GENERA L CO NTR ACTOR SHALL VER IFY A LL DIMENSIONS AND CONDITIONS N 7415 FIELD, 4 140 SHA LL COORDINA TE WORK OR C ONS TRUCTION BE TWEEN TRADES. 1145 CON TRACTOR SHA LL SUBMIT FOR APP ROVAL BY 714E AR CHITEC T 51X (6) PRINTS OF DETAIL SHO P DR AW INGS OF A LL APPLICABLE CONSTRUC TION SUCH DRAW INGS SHALL SHOW 7145 DESIGN, DIMEN SIONS, CONNECTION S AND OTH ER DETAILS N ECESSA RY TO INSURE 7H A7 THEY A CCUR ATELY INTERPRET THE DRA WINGS. THE CO NTRA CTOR W ILL RETAIN R ESPO NSIBILITY FOR FURNISHING 7445 MATERIALS, 4PP AR4 7U5, DEV ICES, ETC. OF P ROP ER DIM ENSION , 5175, 0UA4 71 rr, AND QUALITY A5 51401534 ON THE D RAW ING5, AND TH 5 RESP ONSIBILITY FOR 414Y ERRORS OF THE 5HOP DR AWING S. ALLOW 711.0 LE EKS FOR R EVIEW TIM E. PR O4 105 3-1/2' BATT SOUND N6UL4TION AT INTER IOR WALLS - BA THROOMS, B EDR OOMS LAUNDRY 50011 5 E TC: VERIFY W/ OW NER ON INTERIOR WALLS TO RE CEIVE (I) 400171ONAL LATER OF I/2' SO UND BOAR D - 440 H0 1'145OTE OR EQUAL. 7HI5 DR AWINGS A RE N OT IN TENDED TO SHOW EVE RY M540R DE TAIL OF CONSTR UCTION TH E C ONTRACTOR IS EX PECTED TO FUR NISH ALL ITE MS FOR A C OMPLETE ELEC TRICAL, M ECHANICAL, PLUM BING AN D TELEPHO NE SYSTEM AND MEET ALL R EQUIREMENTS NEC ES SARY FOR EQUIPMENT TO BE PLA CED IN PROPE R WO RKING OR DER IN CO NF ORMANCE WITH LOCA L STANDA RDS AND AP PLICAB LE CODES H 44ING JUR IS DIC TION DIMENSIONS N0 10475D ON 7445 PLANS ARE FROM FACE OF FINISH W ALL. VERIFY ALL DIMENSION S N FIELD PRIOR TO BEGINNING WORK. USE FIGURED DIM. ONLY. DO NOT SCALE DR AW INGS , DO N OT 05414 75 FROM THE WRITTEN DIM. MORE THAN 1' WITHOUT WRITTEN PERMISSION FROM THE AR CHITECT. D EV IA TION IS NO T PERMITTED WHERE 'CLEAR' OR'HI0LD' DIMENSIONS ARE INDIC ATED NOTIFY ARCHITECT OF ANY DIMENSIONAL DISC REPAN CIE S N 714E P LANS OR SPE CS. THE INTER PRE TATION OF DRAWINGS, 65 017104710545, OR OTHER BID DING DO CUMENTS SHALL NOT BE MA DE VERBALLY TO THE BIDDER IF THE BIDDER 15 N DO UBT AS TO THE MEANING OF ANY DISCREP ANCIES OR CO NFLICT HERE IN THE BIDDE R 4141 L TELEPHONE OR SUBMIT N A RITNG TO THE ARC HITECT A REQUEST FOR INTERPRETATION N TH E EV ENT THAT THE B IDD ER 15 DEMAND ED TO 444 E ESTIMATED , THEN THE MOST EXPENS IVE WAT OF 11ER FOR1NG TH E W ORK S HALL TAKE P RECEDE NCE. 7145 5E DOC UME NTS, AS INSTRUM EN TS OF SERVICE A RE THE PRO PERTY OF THE ARCH ITECT 4ND MA Y NOT BE USED OR REPROD UCED W ITHO UT EXFRE4/ FD PR IOR W RITTEN C ONSENT FROM THE ARCHITECT. THE CO NTR ACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. T145 C ONTRA CTO R SHA LL PRO4105 ALL ELEMENTS OF ALL SYSTEMS 50 n447 THEY AR E COMPLETE A ND FULLY FU NC TIONING (FYf FPT 45 NOTED HEREIN). DO NOT SCA LE 7515 DR AWINGS. ALL A REA CALCULATIONS ARE APP ROXIMA TE FIELD VERIFY ALL D IMEN51GN5. ALL NIERIOR FINISHES TO BE SUPPLIE D BT C ONTRACTOR A ND APPROV ED BY OWNER CND_ THE CONTRACTOR SHALL PR OVID E 7145 OWN ER ARCHITEC T WITH A WORK SCHED ULE AND 414Y ANTICIPATED CH ANGES 71447 MAT (x' r1IR N 17. THE CONTRA CTO R SHA LL BE R ESPONSIBLE TO 7445 OWNERARCHITEC T FO R TH5 ACTS AND OMI5510145 OF ITS COMPLETION OF THE WORK NO SUBSTITUTIONS SHALL BE MA DE WITHOUT WRITTEN AP PROVAL OF 7145 ARC HITECT. DETAILS MA RKED AS 7T P1OAL APP LY To SIM ILAR COND ITIONS INC LUDING CONDITIONS NOT MA RKED AS SIMILAR CND. TYPICAL DETA ILS N OT 5,4'411,1 BUT NECESSA RY FOR C ONFORMANCE WITH AP PLICATION PRO 410 5 A WEATHER -RESISTIV E BARRIER AT A LL OPENINGS AND PE NETRATIONS OF 7515 BUILDING ENVELOP?. WA TERPR OOF ALL WEA THER -EXP OS ED SURFACE S AN D INSTALL ALL THERMAL BARRIER S AS TO FORM A CO MPLETE IN SULATING BLANKET AR OUND T145 HEATED AR EAS of THE BUILDING. INSULATE A LL HEAT - B EAR ING PIPES, DUC TS, OR OTHER FIXTURES THA T RENE-IRATE 745 INS ULA TED BLANK ET. IN STALL A LL OTHER WATE R PIPES N A MANNER TO P REVENT FREEZING. (NOTE: ALL FIFES TO BE ANCHORED TO UND ERSID E OF STa 1CTJRAL SLAB 4 1444 E CONY. 5LE541NG / PROTECTION THRO GI4OIT UN DERG ROUND) ALL WOOD IN CONTA CT WITH CONCRETE OR MASONRY TO BE PRESS URE TREATED. ALL M ETAL FA STENER S, NA ILS, AND BOLTS TO BE Ho lt D IPPED G ALV ANIZED. FLASHIN G, 0510KET5, DR IP5, ETC. TO BE 16 OZ. COPPER OR SIMILAR MA TERIAL To ROOFING ST57E1. PROVIDE FIRE 57055)NG AT ROOF, WA LLS, AND CEILIN G A5 IMMURED. EL5 44710N S ARE TAKE N FROM AN ASSUMED DATUM OF 0-0' TOP OF CONCR ETE SLAB. (50 NAV D. FOR G ROUND LEVEL). 74455E F LA NS A5 DRA11N A ND NOTED COMPLY WITH THE B UILDING ENVELOPE ENERGY COD E R EQUIREMENTS OF THE FLORID A MOD EL ENERG Y CODE CO NTRACTOR 5HA LL FAMILIAR IZE H IM SE LF W 1714 1145 GOVERNING COD E 114 115 EN7IRE TT AND BUILD 54 4 000 D4440 5 WITH ALL FR 41510145 OF THIS CODE WH 10-1 MIRY NOT BE SP ECIFICALLY ADD RESSED ON TH5 PLANTS MID NOTES. - NOTE ALL CEILING PENETRA TIONS - LIG 1475 , VENTS, ETC. TO BE S EALED • EDGES AS PER FLORIDA BUILDING CODE 2020 EDITION. ALL C5 5 EXTER IOR BLOC K W ALLS TO RE CE1 VE 'COFEFILL 5 00' BY TAILORED FOAM OF FLORIDA 4 APP ROVED 5-7.0 (MIN) INSULATIO N, W OOD STUD, (METAL STUDS) W ALLS TO RECEIV E R-11 BA TT. R-15 FOR 6' AND e' WALLS INSULATIO N M0TE: RO OF TO BE 'CLO SED SY STEM' U5NG BLOWN ON R -30 ICA-NEI4 E' INSULATION BY ' GALE INSULATION' OR EQUAL TO 7145 UNDERSIDE OF ROOF 050K (TYP ). N OTE : ALL 'ICYN ENE FOA M' TO BE PRD7ECTED WITH DC -35 COATING A5 FER MANFA OTURE'S SPECIFIC ATIONS 4 THE FLORIDA 8114LD NG CO DE 2020, THERMA L B ARR IER - F EQUIPMENT 5 INSTALLED N ATTIC SPACE INSTA LL PVC 1 L457ER STOP5 AROMO PE RIMETER OF ALL A REAS WHERE PLASTER A BUTS OTHER M ATERIAL STOPS SHALL BE CARERULL1 MITERED AT CORER S. ALL EXTER IOR CORE RS A ND W INDO W AND DOOR OPENING TO RECEIV E PVO CO RNER B EADS. ALL GYPSUM WALLBOAR D 70 BE S CREW APPLIED A5 PER 751E GYP SU M CONSTRUCTIO N HANDB OOK , LA TEST EDITION. APPLICABLE CODES 2020 FLORIDA BU ILDIN G CODE 2020 FLORIDA PLU MBING CODE 2020 FLORIDA ELECTRICAL CODE 2020 FLORIDA M ECHANICAL COD E SINGLE FAMILY RESIDE NCE 3400 POLO DRIVE GULF STREAM, FL PALM BEACH COUNTY, FL OCCUPANCY CLASSIFICATION GROUP R3 - SIN GLE FAMILY TYPE OF CONSTRUCTION TYPE VB UNPROTECTED / U NSPRI NKLERED SI-MEET SCHEDULE SHEET NO. SHEET TITLE 5HE57 NO. SH EET TITLE SHE ET 50. 5 51357 TITLE SUR VEY SCA LE: I' = 10'-0' LANDSC APE ARCHITECTURAL LP -I C ONCEP TUAL L AND SCAPE PLAN 5-415: 1' :10'-0' 41.00 EX ISTING SITE PLAN S CALE: 45 '•1'-0' (FOR R EFER ONLY) 70-1 TREE D IS POSITIO N PL AN SCALE: 1':10'-0' 4101 PROPOS ED S ITE PLAN y'/ N 5: 55 '• 1'-0' IL -1 ILLUSTRATIVE SITE PLA N SC ALE: 1':10'-0' 41010 PROPOSED 517E PAN 50ALE: 1' •10'-0' (000 50NATION) IL -2 ILLUSTRATIVE EL59 4TION EAST4 ORTH NOT TO 50ALE 4102HP P ROPOSED HA RDSCAP E 46. SCALE: 1)5 '= 1'-0' PE RVIO US PLAN IL -3 ILLUSTRATIVE ELEVATION WEST/SOUTH N OT TO SCALE 2300D PROP OS ED GROUND 5-41 5: /16'•I'-0' FLOOR P LAN (DIME NSION) CIVIL ENGINEERING 4 2.00N PROPOSED GROUN D SCALE: 3/16'•1'-0' FLOOR PLAN (NOTED) I OF 4 C IVIL SITE PIPROVEMENT5 PL AN SCALE: 1':10'-0 ' 42IDID PROP OSED SECO ND 5741 E: 3/16 '• 1'-0' FLOOR PLA N (DIME NSION) 2 OF 4 114954 5 AND DRAIN AGE DET AILS NOT TO SCALE A2. 0N FR 110550 SEC OND SC ALE: 3/15 '•1'-0' FLOOR PLA N (NOTED ) 3 OF 4 GENERAL NOTES NOT TO SCALE A202 PR OPOSED RO OF PLAN SCA LE. 3/16 '•(-0' 4 OF 4 POLLUTION PREVENTI ON PLAN 5-41 5: 1':20-0' 4300 PRO POSED EXTERIOR SCALE: 3/16'•I'-0' ELEV ATIONS 413.01 5-41 EX TERIOR .5741 5: 3,16'•1'-0' ELEVATIONS BUILDER SOIL SU RVEYOR CIVIL ENGINEER LANDSCAPE ARCHITECTS EN GINEERS ARCHITECT SCIAME HOM ES 251A Roya l Palm Wa y Suite 300A Palm Beac h, FL. 33480 PH. (561) 736-4900 FAX (561) 737-9975 NU TTIN G EN GIN EERS 1310 Neptune Drive Boynto n Bea ch, FL. 33426 PH. (561) 736-4900 FAX (561) 737-9975 EN GLE LAND SURVEYING LLC 955 N ,W. 17th Ave Suite K-1 De lr ay Beach, FL. 33445 PH. (561) 276-4501 FAX (561) 276-2390 ENVIRODESIGN ASSOCIATES 298 Pineapple G rov e Way Delray B each, FL. 33444 PH, (561) 274-6500 FAX (561) 274-8558 LDS Lands cape Deign Studio Paul W einst ein 9581 N.W . 11t h St. Pl antation, FL. 33322 PH. (561) 254-3397 FAX (954) 846-9523 ge arc hit ectu re, in c. 1045 e. atlantic ave . d elr ay b each, fl. 33483 fl. lic. AA -26002044 PH. (561) 276-6011 FAX (561) 276-6129 11415 DRAWING 15 NOT FOR CONSTRUCTION, IT HAS BEEN ISSUED FOR GOVERNMENTAL REVIEW AND/OR PRELIMINARY PRICING. HE PTACHLOR TE CHNI CAL CHL ORDANE, OR OTHE R APPR OVED CHE MI CALS SHALL BE USED N CONCE NTRATIONS A5 PER MANUFACTURE R'S PUBLI SH ED I NSTRUCTIONS M COMP LI ANC E 51114 E.P.A. REGULATIONS. ( ALL PRODUCTS To BE NON -90C) DRY WALL PR ODUCTS BY G OLD BOND, USG, CELOTE X, GE ORGI A PACIFI C, MIL COR P RODUCTS ARE ACCEPT ABLE. ALL WORK, MATERI AL, AND EQUIPMENT SHALL BE GUA RANTEED FO R A MI NIMUM OF ONE TEAR FROM THE CL O6NL G D ATE. TRAFFIC: CONDUCT D E11 0LITI ON OPER ATIONS 4ND REM0 44L OF DEBRI S TO ENSURE MINIM UM I NT ERFE RE NCE 51114 ROAD S, 1¢ ETS, WALK5 , 411 0 OT HER ADJACENT OC CUPIED OR USED F ACILITIES AND D AILY OF ER4TION6. DI 5P05AL: CONTRACTOR 15 RE SPONSIBLE FO R REMO VAL FROM SITE ALL 0 55515, R 31 31 514 AND OTH ER MATERIALS RE SULTING FR OM DEMOLITIO N OFER4TION5 . C ONTRACTOR A.A.1 OBTAIN WRITTE N AP PRO VAL OF ARCHITECT FOR SU BSTIT UTIONS MADE M SPECIFIED 506155ENT, M AT ERIALS AND COLORS. T HE CONTRACTOR SH ALL PROV105 T HE OWNER WITH 4 WRITTEN GUARA NTEE FOR ALL WORK UN DER THIS C ONTR ACT F OR A MINIMUM PERI OD OF ONE YEA R F ROM TH E DATE OF ACCEPT ANCE BY OWNER CORR ECTION OF ANT DEFECTS SH ALL BE COMPLETE D WITHOUT ADDITION AL CHARGE AN D SHALL INCLU DE REPLACEMENT OR REPAIR CF A NT PO RTION O: THE W ORK W41C H HAS BE EN DAM AGED. REPLACE MIT WORK 71441 FAILS TO CO NFORM To T HE D RA WINGS AND D ETAILS. CORRECT AN T DEFECTS DUE TO F AULT Y MATERIALS AND WOR KMANSHI P 11 511 04 AP PE AR WITH N O4E TE AR OF OWNE R ACCE PTANCE CP CONST RUCTION ALL DOM ESTIC 1407 WATER PIPING S HALL BE NSUL ATE D I' THI CK FIB ERGL ASS PIPE INSULATION CONT RACTO R TO PROVIDE DR AWINGS TO TRUSS MANU FACTURER MECHANICAL SUB CO NT RACTO R TO COORDINATE All REQUI RED AC -DUCT W ORK PE NETRATIONS THROU GH THE ENTIRE STRU CTURE. ALL TRUSSE S, 4 GIRD ERS SH ALL BE AN CHOR ED TO B EARING PART1110N 5, WALLS, AID/OR TIE 55 4415 WITH APPROVED A NC -ORS. - SE E STRU CTURAL DUGS. ALL EXTERIO R DEPIC IND PANT COLO RS TO BE SELECTED BY AR CHITECT AND COINER COLORS 014 PLANS FOR 1141101 s FLRPO5E5 ONLY. (PANTING SUBCONTR ACTOR 70 PROVIDE PANT 5MIPLES)_ ALL INTERIOR DEPICTED PAINT COLOR S TO BE SELECT ED BY A RCHITECT AND OWN ER COLO RS ON PLANS FOR PRI CIN G PURFOSE5 ONLY. (N OTE: ALL PRODU CTS TO BE NON -9 00'). NOTE: PRO DU CTS BT ANT OF THESE M40464 0TURERE ARE ACCEPTABLE COATINGS. BENJAMIN MOO RE, 5HERWN WILLIAMS , PITTS BURGH, 05905. DUPO NT, N PORT ER AR E CONSIDERED EQUAL. (ALL ARE TO BE NON-4OC) CONT RACTOR SH ALL DELIVE R TO OWNE R PRIOR TO FIN AL PA 1I ItNT ALL APPLICABLE GUARANTEES , WA RR4447155 AN D OPER ATRG MANUALS. PROVIDE MOISTU RE RESI STA NT GYP51A1 WALL BO ARD MOLD TOUGH' IN ALL BAT HR OOMS, KITCHEN . LAUNDRY RMS. ALL CONTRACTO RS AND SUBCONT RACTORS SH ALL 41517 T HE SITE A ND VERIFY EXI STING CONDITI ONS PRIO R TO SUBMITTING PROPOS ALS . 45 R1FY EXI5T' G CONDITIONS COM PLY WITH CU RRENT CO DE REQUIR EMENTS. NOTIF Y ARCHITECT N W RITIN G IF CHANGES ARE NECESSAR Y. NO EXTRA S WILL BE G1 VEN. REPORT AN Y DI SC REP ANCIES N 7145 DOCUMENTS TO THE ARCHITECT PRIO R TO SUBMITTING PROPOSAL . - NOTE: CONTRACT OR SHALL BE RE5 PON51BLE FOR REMOVING A NT AND ALL ABAN DEN UNDE R GROU ND UTILITI ES, FIF ES, WI RES TREE ROOT S SE PTIC TANK ETC - PRIOR TO CO MPACTING SITE . IT 15 THE RESPONSIBILIT Y OF THE CONTR ACTOR TO COORDINAT E AND OBTAI N /4,56 6 TO THE SITE WITH 041555. 1145 C01NTR 4070R SHAL L OBT AIN 4.D BEA R THE CO ST OF ALL REQUIRED PERMITS, LI CE NSES AND APPROV AL S NECESSARY FOR T HE COMPLETI ON OF T HE WO RK ALL REQUIRE D INSU RA NCE SHALL BE P ROVIDED FO R F'RDTEOTION OF OI NER AGAINST PU BLIC LIABILITY OR PROPERTY DAMAGE F OR THE DURATI ON OF 1445 WORK 7 51E CONTR ACTOR AND SU BCO NTR ACTORS SH ALL COO RDIN ATE 51711 E ACH OTHER TO PREVENT OVE RS 15555 G EACH OTHER 1145 CONTRACT OR SHALL PROVI DE LA505 4 MAT ERIAL S NE CESSAR Y TO MAIN TAI N CONSTRICTION 5CU FDULI NG. 1 145 SUB - CONTRACTOR S HALL BE RE6F'ONSIBL E TO ME ET 714 E SCHEDULE AS PROVID ED AND AGREED TO 141714 751E CONTRACTO R PRIOR To 0015TRUCTION ALL WORK SH ALL BE PERFORM ED BY A LICENS ED CONTRA CTOR N A FIRST GLAS S 50501 4NLIKE MANNER TH 5 COMPLET ED SYST EM SH ALL BE FULL Y OPERATIVE. A CCEPT ANCE BY 1145 ENGINE ER / 4RCHI15 07 FIST BE A CONDITION OF THE CONTRACT BET WEEN T HE GEN. CO NTRA CTOR AND OWNER THE C ONTR ACTOR 15 RE6F' ONSIBLE FOR THE FOLLOW5 G WORK: - MAKE-W AT/HOO< Up DULING OF ALL TRADES AND W1 0RIC (NCLUDNG WORK CF OTHERS WHERE NO CONTRACTUAL REL ATI ONSHI P E XIST/ . - PROVI DING BARRICA DES, TEM POR ARY PORER LIGHTRG TELE PHONE 6E5 .410E6, ET C. AS READ. TO COM PLETE WOW . - 1577- tm'A5T UTILITIES, CONNECTIONS AND PA YM5 N7 OF ALL UTILITY 0I-14 RGE6 DURING CONSTRUCTION . - COORDINATIO N WITH OWNER OR AG ENT OF DELIVER Y AN D RE MOVAL F M ATE RIALS, EQUIPMENT, AN D OTHE R ITEMS TO / FRAM SITE. RE MOVAL of TR ASH AND DEBRI5. PLACE N DESIGN ATED C ONTAINERS 45 DIRECTED - BY OWNE R / AGENT. REMOVE ALL TRASH F ROM PREMISES . - ISSUE ALL ADDEN DUM5, REVISIONS A ND UPDATES TO SU BCONTRA CTORS IN A TIMELY MANNER - ALL DRAWNGS, S PECIFICATIO NS, AND COPI ES THEREOF FURNISHED BY TI -1 5 ARCHITECT ARE AND SHALL REM AIN 114E A RCHITECTS PRO PE RTY. THE CONTRACTO R SHALL MAINTAIN 4 PILL SET 05 C OMPLETE A ND CURRENT DR AWI NGS AVAILABLE FOR R EVI EW AT 7 445 JO B5IT E AT ALL TIME5 . ALL FI ELD MODIFI CATIONS TO THE ORI GIN AL DE SIGN DO CUMENTS SHALL BE NOTE D AND MAINTA INED FOR THE OWNERS RECORD COPY. ALL WORK SHALL BE L AI D OUT TRUE , SQUARE AN D PLUM B TO FX A1T AN D CORRECT DIMEN SI ONS. IF DIS CRE PANCIES ARE DISCO VERED, TH E CONTRACTOR MUST NOTIFY T HE OIUN ER/ ARCHITECT N WRITING PRIOR TO PROCE EDING . THE A RCHIT ECT WILL 155UE A DIMENSIO NAL OR LAY OUT COR RECTION NOTICE. 714E CONT RACTOR SHALL BE RE5F'CN5IBLE TO CO RRECT DIME NSION AL ER RO RS. ALL MATERIAL S USED IN T HE PERMANE NT CONSTRUCTION OF THE WORK MUST BE NEW AND 14415ED (CND), FI RST 1145.171', FREE FROM DEFE CTS A ND INSTALLE D PER THE MANIFAC TI RE RS RE COMMENDATIONS F OR THE APPLIC ATION AT H AND. ALL WOR: MA/4514r SHALL BE OF FIRST CLASS QUALITY. CONTRACTOR 5HALL PROVIDE CUT -SHEE TS AND S PECIFI OATI OI45 OF ALL IT EMS FOR SUBMII5610 44 TO ARC141T E01 FOR APPROVAL PRIOR TO ORDERING OR I NSTALLING. PRODUCT M ANUF ACTU RERS IN DICATE D N SCHE DULES AND/O R ON FLAN S u5RE SELECTED BASED 1PON 161 45.111', STYLE, SIZE, COLOR 51 0. AND ARE NOT 15- TEN DED TO RESTRI CT THE C OMPETITI VE BIDDING. PRODUCTS EQUAL TO OR N- TENDED TO BE USED AS SUBSTITUTES ARE SUBJECT TO ARCHI7E075 A PPROVAL 114 WRITI NG PRIO R TO PURC HASE OR I NSTALLATIO N ALL D OOR FRAMES TO BE L OCATED 5' TO 6' PR OM ADJ ACENT PARTITI ONS , CND. ALL DRY WALL P ARTITI ONS WILL BE TAPED, S PAKLED, SANDED, PRIMED A ND PAI NTE D W/ LEVEL V FI NI SH. CONrF41 ALL FASTEN ERS AND 87 1404410475 F ROM VIEW. ALL 000 RS 4 WIDO WS TO BE I MPACT RESISTANT AND COM PLY W/ ALL DAD E GOUN17Y 1MPACT AND WIND CYCLING TESTING R EQUIREMENTS COG' OR EQUAL) ALL INTE RIOR W ALLS TH AT R ECEIV E TIL E / MARBLE - TO BE BA CKED W/ 5/5' 'DENS -SHIELD' OR EQ14L. ALL WALKWAY S TO 55 SL OPED AWAY FRO11 BUIL DING FOR POSITIVE DRAINAGE. ( MIN 2x - SEE CIVIL DRAWI NGS) ALL GROUND FLOOR 5HOU. ERS To HA VE MIN 4' DEPR ESSED SLA B. SECOND FLOO R HOLLOW -CO RE PLANKS - ELIMINATE 2' TOPPING FOR ALL SECOND FLOOR 5HQU1RS. OWNE R SHALL REVIEW 71455E CONSTRUCTION DOC UMENTS AND VERIFY 7 4447 THEY ARE CORRECT AN D COMPLETE PRIO R TO BID DING AND START OF CONSTRUC TION. O1NE R S HALL APPROVE ALL MATERI AL AND FINISH SA MPLES ALONG WIT H ALL EQUIP -ENT SPECIFICATIONS PRIOR 70 ORDERING AND INST ALLATIO N. 1/5/2023 10,28,43 AM RE PRODUCTION OR OTHER USE OF T H15 DOCUME NT WITHOUT THE WRITTEN PERMISSION OF GE AR CHITE CTURE INC. 15 PROHIBITED. TI -115 DO CUMENT 15 THE PROPERTY OF GE AR CHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY P O555551 O _f BA NYAN ROAD LO T24, B (5T BUCK P AGE 73) i I LEGEIND: F= CEVTER IAE WM = WATE R A LIEN A/C = CONCRETE A/C PAD +235 = ELEVATI ON RAW) ON NO RTH AAEPoCAN VE RTICAL DATUM 588 SOURCE 1 -AL T CPS NE7 WORK FLT ZQ+E. AE ea 6) C QMlMY PA3 EL Na 125X19 MAP All_ 12099 C098F EFFECTIVE DATE. OCTO BER 5 2017 N OTE ALL B OLfDARY LIES AID AAGILAR DIMENSIONS A/3 RATAN) SU RVEY L4LESS STATED OTHE RWIS E ALL LYAET8/6 SHOWN 7E RE OV A RE BASED ON TIE STAIDA/d7 LI S FOOT 71E SURV EY HAS ACHIEV ED A UMW LEVEL OF CLOS. RE CF 1 FO OT IN 17,000 FLL l AS REQUIRED F OR CLN1,ERaAL/HO3 RISC PROPERTY CLOSURE WA S ACH EVED BASED ON A REDU DAACY OF AEAS U213.4 NTS FOR VER77CAL, HORIZONTAL AND AMELAR DI ME NSI ON S AD S.&5LfFACE SEARCH WA S MA DE FO R U77L777ES CR LWERGROUD FOOTE RS D SC RP77OAi LOT D (1,0/2) OF LOT 77 POLO C� ACC ORDIN G TO DE PLAT 776AE0F AS RECORDED IN FLAT BOCK 24, PACE 7.A R ELIC 5100 D5 OF PALM B EACH CLIAJTY, FLOFLD A MAP OF AS -BUILT SURVEY SITE ADDRES S 3400 POLO DRIVE GUY STREAM FLGI9DA 33483 PARCE L ID. NO .: 20-43-46-03-02-000-0100 I IEREBY COMFY THAT TH5 SU RVEY 045 MACE UMW MY Rt rom,16.E CHARGE A M) MEETS PC STAMAROS OF iRACRCE A5 SET FORTH BY TIE FL0 90A WARD 0` PROFE59C NAL SURVEYORS AO MAPPERS/4 CHAPTER 5/-F/ , FLORIDA ACN5TRAT7VE OWE, PU RSUANT TO SECTION 472027, FLORIN STATUTES PAUL D. ENGL E n or PAID 400s r PC 04 NAT M�� SU RV EY OR & MA PPER #5708 RE MO NK RASED S EAL OF A LICENSE D .z Rn YCR Aw YA PPER. ENGLE LAND SURVEYING LLC LAND SURVEYORS CERTIFICATE OF AUTHORIZATION AE18447 SURVE YO R AND MAPPER IN RESPONSIBL E CHA RG E PAUL 0 ENGLE 955 KW. 17TH AVEAP5 SUITE K-1, DELRAY BEACH, FLORIDA 33445 (5611) 276-4501 732-3279 FAX 276-2390 0APE Of sm[Y REVHLT 01/ /23 - AGC EO TRET-S LEA R 2022 LFT 5TAIK N /f 0 VIER ( !E FE D lar P ALE. Hz ru r Y,— XY omm 22-55,6 LOT 5 (P LA T 1500K 24, P AGE 13) EASPF Nt LOT 9 (P LAT BO0K 24, P AGE 13) SIPE eeTeacx LOT I0 (PLA T 1500K 24, PAGE 13) VACANT LOT LOT 11 (P LAT 15 00K 24, P AGE 13) E XISTING CRA M LIN K R EYE LOT 10/LOT 11 GROSS LOT AR EA =(24,525 S OFT) EFFECTIVE LOT AREA .(24,J 335 SOFT) LOT I —� 1 YYMTER To REMAIN E XISTING O PE CIXEN TR EE TO REITA M 'AB GRAIN LIN, FER OE 159.24' EXISTING SITE PLAN SCALE : 1/8"=1-0" (FOR REFERENCE O NLY) Torn rEeroerTE MOO R E XISTING 6E0 LOT 11 (P LA T 000K 24, PAGE 13) 90v 1 1 N TO P NAIL ELEV ATION R. W ATE R LIT E AS MARRE D BY CRIERS PROPOSE D PROJECT 15 LOC ATE D ON T HE LEST SIDE OF POLO D RI VE N VICINITY MAP NOTES: I. DO NOT SCAL E DRAWMG51 2. FIELD VER FI' ALL DI MEN51o N51 3. C ONTRACT OR TO VERIFY ALL EXISTING CONDITIONS, AND N OTIFY ARCHITECT IF MIT DESC RIRANCT W/ DR AWINGS. (SE E GENER AL NOTES) 4. ALL A REA C ALCULATIONS ARE APPROX. GENERAL NOTES: I. IT 15 91- B INTENT OF T HE ARC HITECT TH AT 11416 WORK BE 04 0555ORt14N CE WITH ALL RE QUIREMENTS OF THE BUILDNG AUT HORITIES HAVIN G JU RISDICTI ON O VER 1115 TYPE OF CONSTRU CTION AND rrr-I IPAN0T. ALL CONTR ACTORS SHALL DO THEI R WORK N CONFOR MANCE WITH ALL APP LICABLE CO DES A ND REGUL ATIO NS. 2. THE CONTRA CTOR SHALL VERIFY ALL CONDITIONS AND DIMENSI ONS AT THE 40 8349E PRI OR TO COMM IENCNG WOFSC THE CONTRACTOR S HALL R EPORT ALL DISCREPANCIE S BET WEEN 11-E DRAWINGS AND 50154.13 CON DITIONS TO THE A RCHITECT P RI OR TO COMMENCIN0 WORK 3. CONT RA CTOR SHALL SUP PLY,LOOATE AND BUILD INTO THE W ORK ALL INSERTS , AN CHO RS, ANGLES, PLATE S, 0115 11 '.a5• SLEEVES , HANGE RS , SLAB DEPRESSIONS AND PITCHES AS MAT BE RE QUIRED TO ATTAC H A ND ACGON'IOD ATE OTHER WORC 4. ALL DETAILS AND SE CTIONS 5H0LI N ON THE DRA WINGS ARE I NT ENDED TO BE TYPIC AL AND 0H A1 L BE CONSTRUED TO APPLY TO ANT SIMILAR SITUATION ELSEWHERE IN THE WOr d5 EXCEPT la -E RE A DIFFERENT DETAIL I5 314001 5. THESE DOQIME NTS, A5 I NSTRA'1ENT5 OF SER VICE - A RE 11.45 PROPERT Y OF 1145 ARCHIT ECT AND MAT NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR W RITTEN CONSENT F ROM THE ARCHITECT. 6. ALL EQUIPME NT 1 1.T SERVICE THE STRUCTU RE MUST BE AT OR ABOVE TD' NA VD MN DESCRIPTI ON: ALL OF LOT 10 A ND THE NORTH 50 FEET oF LOT 11 , POLO COVE, AG CORDRG TO THE MAP OR RAT THEREOF A5 RECORDED 11 PLAT 1500K 2 4, PAGE 13, PUBLIC RECORDS OF PALM BEACH COUNT Y, FLORIDA LEGEND: CONCR ETE POOL DECK AND PAVERS DRIV EWAY 111 0 5TOR T RESIDEN CE (TILE ROOF) SET BACKS: R EQUIRED FR ONT SIDE INTE RIOR (NORTH) 23'-3' SID E INT ERIOR (SOUTH) 23'-3' REA R (LEST) ALL OWABLE HT. 30'-0' (TOP OR RIDGE) (TOP OF FIRST FINISHED FLOOR TO THE H101EST E XTERIO R PONT OF ROOF) ZONING: GULF STREA M C ORE FL OOD ZONE: AE = 6'-0' N.A.V .D . THIS DO CU MENT WITHOUT THE WRITTEN PER MISSION OF GE AR CHITE CTU RE IN C. IS F archit ecture, planning and design 1045 East Atl antic Ave. Suite 303 Delray Be ach, Florida 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR ARF B RBrv11TAL BIDS PERMIT 64452023 CONSTRUCTION PROJECT TITLE SINGLE FAMILY o RESIDENCE Z O a 3400 P OLO DRIVE, GULF STREAM, FL 45 16 Q N l7 R' Q U Z 4) 45 U 1L s 4 Q 111 4 - FILE NUMBER THI5 DR AM* 5 NOT FOR CoNeTRILT QI rt was RE11681201681 30)501 ETTAL REAM AND/OR FREL MNAR( F ROM RU T. W 503A100 2 DRAWING TRLE EXISTING SITE PLAN (FOR REFERENCE ONLY) CI DATE DRAWN BY 05 .09 .22 I JE JOB NUMBER 20220503 RA T NUMBER 0 A1.00 1 HATCHE D A REA NOT NCLUDED IN EFFECTIV E LOT AREA EuuEAD OF EXIeTNu HIDER SE PA RATE NEW L TO POST. 3' POE PENNY tem occ x no DE GOER .P ARA TE RERIBT 'P OLO COVE' �NEDGE DE PO OL 6 1-101. OR RIANOS FOR AR CHITEC T RE VIEW .IIS TB. 3' W IDE C ON CR EIS P. I- law"F ARA °E PERSTE IM H ATCHE D AREA NOT INC LUDED 114 EFFEC TIV E LO T AREA // LOT 8 (PLAT BOOK 24, PAGE 13) EABETEN T BE E FET A110..1 fwarR.SETISAOL TEwuAATT FOOL (.T O -- V RIPr P EPTH )STE PS ORRR SLIP C IVIL F OR FET.ING .LL u u u u MELLIFIFF `LFF L aoxsPE am iRR CATSN DR auo-rs se e LAN DSCA SE DRA M,. FOR AL L STONE PAV ERS 1 ST EPPING STON ES GeV KVEITL N NATG ON IP C ON CRE TE MOCK R ETA IN . W AL L .' 1 0805 4 TO MA T0.1 RRE TAIN .0-1 HKCHAN.. uv IN -AOK r coa tuG ON EA" C../U STE ELOCK p .worth ST UCCO PRA TED FN. (COLOR TO IUTw.+ ISEL I61.09' LOT 9 (PLAT B OOK 24, P ARE 13) etec nx onove GEN ERATOR - ! FOR LOA D CAPA GTT. HIGH MA SONRY .. LL WI WO OD ARD OR Ae ovE aFro >E TOM ALL HAVE SE T-C LOTGA TE S LA ST H. . 0.''a u Pr vE R \ PROP OSED/ NO STO P' WOUSE —! - 5924' LOT 11 (PLA T BOOK 24, P AGE 13) LOT 10 /LOT 11 GROSS LOT AREA 424,825 SOFT) trrtCTIVE LOT AREA •(24,335 S QFT) POOL EC SIISTIER TOOTE, WITS TO ISE RA ISED TO A MR ELE V. ,. 31.1 HIGH WALL IS LL "u" 1.00 Ike. R EFER TO ▪ UN M ASTRY WALL ux woo MN E ARBOi 4L DECOORRAnr-0 E WTES S NALL B.F .-CIAO. LATCHING Lrrewr H▪ A�RO .ArE - v ERPT COLOR WI OW.. PROPOSED SITE PLAN SCALE :1/8" .1.-0" J. IV GALVANISED NIGEL IL F0-.. 4404144 444.014.0 WOO sP EVE curs mED as AR O / DENOTES SOLDiER COARSE FA STER WITS SET SI 11 LIVESTONE COMP ACT ED 0A SE M ACE OF O LD.. CIRCUL AR DF VPIIAT SLOP E wA,TT TRL Ased tg1 SITE an E NOTES: I. DO NOT SC ALE DRA4119451 2. FIELD VE RF Y ALL DIMENSI ONSI 3. CONTRA CTOR TO VERIF Y ALL EXISTING CONDITIONS, AN D NOTIFY A RCHITE CT IF ANY DE6CRIPANGY W/ DRAWR06. (SEE GENE RAL NOTES) 4. ALL A REA CALCULATIO NS ARE APPROX T OP N AIL .D EL EVATKIN ELEV ATI ONS pE01 a CON TACTOR TO PI P. V fY OD Oa 0 0_ T REE To raEiAa PROPOSED PROJE CT 15 LOCAT ED ON T HE WE ST SIDE OF POLO DRIVE N VICINITY MAP GENERAL NOTES: L IT 15 714E INTENT OF THE ARCHITECT 1144.7 7141 5 UAORC BE INC *FOR'IANCE WITH ALL REQUIRE MENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER 11416 T YP E OF CONSTRUCTION AND /v -r -I I PMIGT. ALL CONTRA CTO RS SH ALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONT RACTOR SHALL VE RIFY ALL CONDITIONS AND DI MENSIO NS AT THE JO B6ITE PRIO R TO CO MMENCING UIO RK. THE CONTRACTOR SHALL REPORT ALL DISC REPMI CIES BETWEEN THE DR AWINGS A ND EXISTING CO4 01110N5 TO TFE AR CHITECT PRI OR TO COMMENCING WOW - 3. CONTR ACT OR SH ALL 6UP PL YLOCATE AND BUILD I NTO THE WOR K ALL I NSERTS, ANCHORS ANGLES, PLATES, OPENIN GS, SL EEVES , HA NGE RS, SLAB DEPRESSIONS AND PITCHES 4S MAY BE REQUI RED TO ATTACH AND ACCOMM ODATE O1HER WORK 4. ALL DETAILS AND 88 07 logs 50401484 ON THE D RAWIN GS ARE INTENDED TO BE T YPICAL AND S HALL BE CO NSTRUED TO A PPLY TO AN T SI MILAR SIT UATI ON ELSEUB- ERE N THE WORK EX CEPT WERE A DIFE RE NT DETAIL IS 6 4408411 5. TFE5E D OCUMENTS, AS 84578318NTS OF SE RVI CE_ ARETHE PROPERTY OF TH E ARCHITECT AND MAY NOT BE USE D OR REPRODUCED WITH OUT EX PRESSED P RIOR WRITTEN C ONSENT FROM 1 04E ARCHITECT. 6. ALL EQUIPMENT THAT SERVICE 714E STRU CTURE MUST BE AT OR A BO VE TD' N AVD 1154 DESCRIPTION: ALL OF LOT 10 AND THE NORTH 50 FEET OF L OT II, POLO COVE, A CCORDING TO T HE MA P OR PLAT THEREOF A8 RECORDED IN PL AT BOCK 24, PAYE 13, PUBLIC RECORDS OF PALM BE ACH COUNTY, FLORIDA LEGEND: CONCRETE POOL D EC K AND P AVERS DRIVEW AY TILO STORY RESI DEN CE (TILE ROOF) SET BACKS: REQUIRED FRONT SIDE INTERIOR ( NORTH) 2 3-3' SIDE INTERIO R ( SOUT H) 23'-3' RE AR (WEST) ALLOW ABLE 047. 30-0' (TO P OR RI DGE) (TOP OF FIRST F INISHED FLOOR TO THE HIGHEST EXTERIO R POINT OF ROOF) PRO POSED 30'-10' 40-0. 4 0'-B 314 ' ZONING: GULF STREAM CORE FLOOD ZONE: AE = 6'-0" N.A.V .D. TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA 24925 SF EFFECTIV E L OT ARE A FA R CA LCULATIONS 24,335 5F EXISTING DEM0 NEW NET 151 FLOOR LIVING (INCLUDIN G PO OL STORAGE) 0 60FT. 0 S OFT. 3, 611 SOFT. 3,611 son '. CEILI NG OVER 5' (DOUBLE) 2ND FLOOR LIVING 0 SOFT . 0 SOFT . 0 SOFT. 0 SOFT . 0 60FT . 2, 038 SO FT . 0 SOFT . ii 2, 038 SOF T. 1ST FLOO R C OVERED (PORCHES, 0308- JG, 2 V2') 0 SOFT. 0 SOFT. 513 SOFT. 513 SOFT . IND FLOO R COVERED 0 SOFT 0 S OFT 431 SOF T 431 SOFT. AIMING , 3' AND SCREEN ENCLOSURE (AT 505) 0 SOFT . 0 SO FT. 0 SOFT. 0 SOFT . ,NP AGF 0 SOFT . 0 S OFT. 145 SOFT. 145 SOFT. GROSS FLOOR AREA 0 SOFT. 0 SO FT . 1 ,464 SOFT. 1,464 SOFT. OUT BUILDING 0 SOF T. 0 SO FT. 0 S OFT . 0 SOFT. TOTAL FLOO R AREA FR OPO5ED 0 SOP'. 0 SOFT . 1,464 60FT, 1,464 SOFT. - =P ST 20,000 x 33 6300 90 01. O VER 20,000 x 10 6 61 S OFT. TOTAL ALLOW ABLE F AR 1,461 SOFT . TOT AL H ARD6C APE AREA REQUIRED LA NDSCA PE A RE A (LOT SIZE x 40 5) ACTUAL 5 LANDSCA PE ARE A 5134 SOFT. 10326 SOFT . 0 FL' T d L) Z 0 3 Q 01 42 0 W 01 8 3 W r 0 W 0 0 N r K 3 0 0 Z 0 0 0 81 a 0 U) w 6) a } Q O 0 81 0. w8 Q l7 81 a 0 0 W Q 42 04 0 0 DATE BY � DR A 09.19.22 I GE WN = JOB NUMBER 20220503 DRA WING NUMBER architecture, planning and design 1045 East Atlantic A ve . Suite 303 D elray Be ach, Roatla 33483 TEL: 561-276-6011 F AX: 561-276-6129 ISSUED FOR ARM %WITT& BIDS PERMIT 01625 8 CONSTRUCTION PROJECT TOLE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE, GULF STREA M, FL REVISIONS 1115 DRAINS 6 NOT FOR 0061 RILM+1 1 Was B@J 15648 0 F OR 500BM F5TAL REVBII ANDIoRF843184 R( FRIGOG 04.1. FILE NUMBER 503A101 DRA WING TITLE PR OPOSED SITE PLAN A1 .01 HATCHE D A RE A NOT MCIYDED EWER,. LOT A REA 222 FIGNT Nes TF5 s ous Hass 0 0 0 0 HATCHE D AREA NOT INCLUDED IN EFFECTIVE LOT 4502 LOT e (PLA T BOC K 24, PAGE 13) sIKTI ALI TI. MINT r ase u r,„:10 m r rmeee ➢ rolwTw Hewn I610s' LOT II (PLAT BOOK 24, P AGE 13) LOT 5 (PLA T BOO K 24, PAGE 13 ) 4' LOT 10)LOT A GR308S LOT A REA .(24025 SOFT) EFFEC TIVE LOT AREA •(24335 B OPT) J PROPOSED SITE PLAN SCALE : 1"=10'-0" 2 NOTES: L DO N OT S CALE D RAWINGS 2. FI EL D VE RIFY ALL DRENSI ON91 3. CONTRACT OR TO VERIF Y ALL e ns, Y• CCE DITI CN S. A ND NOT FT AR CHITECT AN Y DESLR PAN CT W/ D RAWING S (SEE C.NER AL NOTES) 4. ALL ARE A CALCULATI ONS ARE APITRO X. 5 470. wI rose crws•osetaa PRoPoSED PRO.lEC 1 IS LOCATED ON THE ITEST SIDE OF POLO DRIVE N VICINITY MAP GENERAL NOTES: L TT 19114E straw CF THE ARCHITECT 141111419 WO RK BE N^OFORMA NCE D OH ALL REC311Fm ENT9 OF 114E BUILDS. AUT HO RITI ES HAVI NGRI ON OV ER 1 NI6 TY PE CF CON STRLCTIPI AH000, D GCO1 F'N4 C, ALL NTRACTO R6 SH ALL DO TEIR WORK M COF ORMANC E MCI ALL AP PLI CA BL E CO DE S AND R_CiA ATIONS. 2 TA E C ONTRACTOR SHALL VERFS ALL CONDITIONS AND DEE.10. AT TE 305S TE P RIOR TO CO4,0150 WOR K CONTRACTOR RE PANCIES D EM EEN R SH ALL REPORT . E XISTS. 001011I ON5 TO THE ARC HI1E0T PRIOR TO COM FEN CMG WORK 3. CONT RACTO R SH ALL &IPPL TL OCATE 4CID BUIL D INTO TEE WOW AL L INSERT S....1 , ANGL ES. PLAT ES, O PFN M S3, SLEEV ES , HAN GERS, N.. OEPf£SILT... PIT CHES AS MA T BE R:aIR:D O AND ACCOMMO DAT E OTHER W ORK. 4. ALL DETAILS A ND .CTICNS SHOW CN THE C OMPRISE DDRAWN. BE L TOAN Ta 5040 ON W ORK EX CEPT W3ERE A DEFERE NT F DErAIL I6 ^SH C.L 3. 16515E D O0l ENTS , AS M61R,1 EN19 6 SERVI CE , A T HE Nam.K. T OF THE ARC HIT ECT AND M AT NOT BE USFD OR RE PRODUCED WIT HOUT EXPRESSED FR OR EMMEN COEB.T F RO M THE ARC HITECT. 6. ALL EQUIPM ENT TH AT SE RN CE THE 9TR CIII E MW6T BE AT OR A BOVE TO ' N AVD MN DESCRIPTION: ALL OF LOT ID AND TEN ORTH SO F EET CF LOT POLO COVE ACC ORDING TO THE MAP OR PLAT 1 ERE CF .. CO RDED M PMT COO K 24. PAGE 13. PUBLIC RE CO.. OF P ALM PE ACH COM P, FL ORIDA LE GEND: C ONCRETE POOL DE CK AMID PAVE RS DRIVEM4T MO SP OR T RESIDEN CE (TILE ROOF, SET BACKS: R EQUI RED FRONT DE IN1ERIOR Nowa, 610 E I NTERI OR 11 08114) 2333. REAR TW EET) AI I niuw F HT 30 m' (T OP OR RIDGE, (T OP OF FR. FINISHED F LOO R TO TIE HI GHEST EXTERIO R POI NT OF ROO F, PRO POS ED Z ONING: GULF STREAM CORE FLOOD ZONE: AE = 6-0 " N,A .V ,D . TOWN OF GULF STREA M SITE DATA TABLE 24526 SF 2433 5 511 EFFECTI VE LOT ARE A F AR CAL CU LATIONS WI T FLOOR LIVE. TPY_l.wll. POOL STOR Arr, EKGS. DES. m SO FT. 0 9021. NE W NET 3,311 SOFT. 3,311 SOFT. MILE. OVE R B' raa ls P) DO FLO OR LIVID BT FLO OR CO VEED pnR 300., OV ERHANG, 2 VT, IN D OCR CO VERED 3' AN D S CREEN ENCL OSUR E TAT 5 06, 0 SO FT. 203 6 S OFT. 0 SOFT . 2036 SOFT. 313 SO FT. 431 SO FT . 313 SOFT . 431 SOFT. 0 60FT. 0 SOFT. 0 S OF, 0 S OFT. 0 S OFT. 0 SOFT. 0 SO FT. 0 SO FT. 0 SO FT. 0 S OFT. 0 SO FT. 34 6 S OFT. GRO SS FLOO R AREA OP DR. T OTAL FLO OR AR EA 000 005 ED FIRST 20000 n 33 OVE R 20, 000 * 10 TOT AL ALLn5uw F FAR T OTAL .RDSC APE A REA REWIRED LA2IDSc4 PE AEA -PLOT 812E s 406) A CTU AL 3 L ANDS CAPE A RE A 1,464 SOFT. 0 S OFT. 1.4 64 S OFT_ m SOFT. 1 .4 61 SO FT. 1.464 SOFT . 6,600 SOFT. .1 S OF T. 11163 SOFT. ST. Nan . 10,326 SOFT. architecture, planning and design 1045 E ast Atlantic A ve. Suite 303 Delray 83000, Florida 33483 TEL: 561-276-6011 FAX: 561-276-6129 ISSUED FOR [0B SUBMITTAL BIDS PERMIT 0(05185 CONSTRUCTION PROJECT TITLE SINGLE FA MILY RESIDENCE 3400 P OLO DRIVE GULF STREA M, FL REVISIONS 1629 01,2441.23 NOT FOR C 081 RCTION T 046B@lISBEDFCR 506055 NT41, MIEN AN0)OR MUMMY PMCF Y 01 15. OLE NUMBER 503A101C DRA WING TITLE PROPOSED SITE PLAN (COORDINATION) DATE I DRAWN BY 09 .19.21 I GE JOB NUMBER 20220503 DRA WING NUMBER A1 .01 C N NOTES: 1. DO Not N AI E DR 41UNG51 2. FIELD VERIF Y ALL DI ENSIONSI 3. C ONTR ACTOR TO VERIFY ALL EXISTING CONDIT1ON5, AND NOTIFY AR CHITECT IF A NY DISCR EPA NCY W/ DRAWI NG S. (5E3 GENERAL NOTES) 4. ALL AREA CAL CULATION S 4RE AF PROX. PROPOSED PROJECT 13 LOC AT ED ON THE 1UE5T SIDE OF POLO DRI VE N VICINITY MAP PERVI OUS AREA AO ;559 90_ Fr . OB 131 50, FT. GO 91 6 50_ FT. • 201 So. FT. • 201 50_ FT . O 258 50_ FT . O 31250_ FT. O 223 5 0. FT. O 1095 0_ FT. • 350 50_ FT . O TOTAL 226 9 50_ FT 2333 50_ FT. 10, 629 50_ FT. TOT AL IMP ERVIOUS V5 PERVIOIJ5 AREA, TOTAL SITE AREA ( EFFECTIVE LOT0 T OT AL BUILDING FOOT PRNT: I MPER VIOUS AREA, (DR VEUI4 Y. PAVE RS, POOL,TREL LIS ARE A ETOJ 24335 5/F 4,959 6/F 3,111 5/F T OTAL PERVIOUS AREA (LANDSC APING) 10,623 5/F T OTAL IM PERVIOUS AREA • 13 ,1 066/ 24335 • 563 5 T OT AL PE RVIOUS AREA • 10629 / 24335 • 43.1% TOTAL PERVI OUS • IMP ER VIOUS AREA, 13,100 • 10 ,629 • 24 335 • 100 % (REQUI RED OPEN SPACE 40 % - PR OVIDE D 43.1 % OPEN S PACE) PROPOSED HARDSCAPE VS. PERVIOUS PLAN m AtozHP SCALE : 1/8"=1-0" 44 W 3 N U z architecture, planning and design lu FL,) 3 Q W 51 3 3 0 3 W No 0 V) 3 1045 East Atl anti c A ve. S uite 303 D elr ay Bea ch . Florid a 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR A T,P95J 11114L BIDS RM3185 0 COPENs1RUC ITTIO2 8N PROJECT TITLE SINGLE = FAMILY RESIDENCE 0 0 0 0 6 N W N N 0 0 ZIr 0 a 3400 POLO DRIVE, ° GULF STREAM, FL `12 REVISIONS Q 3 Pr Q 0 z U W s Q W 4- 51 W B. 5- N r W 5- 0 0 N m 34568518 8/309300085901104 It 4 ,55E54 15 VED F1 50968 394644. REM MR599 55.MNeR6 FRIERS OIL Y. FILE NUMBER 503A102HP DRAWING TITLE PROPOSED HARDSCAPE VS. PERVIOUS PLAN DATE DRAWN BY 09.19.22 GE J OB NUMBER 20220503 DRAWING NUMBER O A1.02HP SUN SHELF (OV ERA LL G ROIND FL OOR 30'-4' l 9 4 \- 4' __1-67&,;E1,,- 1=1 7 - E1 -O' — , 6 FAMIL ROOM I1b1 9 " BREA NF' SST/ L__^__j Illir i _ -, J DIN \G 0 B 9 CO VERED IM SLOPE I/IX /FT I_- i�_'i�, \ / _J \ i _- Rn aal--1 \ i i 1_. 1, Iii- . 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BL OCK AT 60 WALLS. 6 VID E k'MR0 41 .AT ALL BAT0 485, 4IEL0'• 4 NOT E: K"DOHS-6HEL D' • ALL TILE D WALLS). (ALL MOISTURE RESISTANT G YP &H BOAR D NSTALL ATIG TI A ND LIMITATI ONS A8 PER FGL.-R 1030 . 8' CONCRETE BL OM WALL Yt/ 5/8' COAT SM OOTH STUCCO FIN PAINTED ON EX TERI OR W4 0TERI OR TO RE CEIVE K' T YP E x' cans. w1 L EVEL V PANTED FINISH O VER 0- PETAL 8401./ • 24' OL • c rok,-(SEE STRICT) 6 OR D' I NT. LOAD 1 -'T PARN TITIO WALL LL W4 ( V/1 W LA TER5I D' FINI SHTYPE-X. GAB. WY . EA. LEVEL v FINI SH PAI NTED -54 EA ODE W 4' /6009W EE b GA i PL STUDS • ACTUAL D01 RR PLANS FO R ACTUAL HALL AT HF0085) /8. IR DRYW ALL • B BEHIND ,. CONTRACTOR BEHID TILE) . NOTE: ALTERNAT E LTER AT I TO U OF ID E A' ALT2RII61 ' 0U .- 4' PETAL 8T11135 . ADJUST • 63 DIMENSIONS 00. - N® TO Fff1D ADJIIBT Do-EN51pb FOR TH1caE5e). 5' C ONCRETE PLCDC L0W WALL W/ 5/8' 3 - CO AT S MOOTH B T1 CC0 FOL PANTED ON BOTH BI DES TTP. V ARIER N M FR OM 4'-0' TO 6'-0. 4SEE STRUCTJ. ■ 6LO/ WALL NTERIOR PARTITION 39' 20 GA METAL 5105 W/ K' GYPSU M WALL BO ARD BOTH SIDES (LEV EL V FRU, MR DRYWALL 40 HIGH. 0' CO NCRETE BL OCK WALL LW 5/B' 2 - CO AT &100TH STU CCO FIN . PANTED GN EXTERIOR ( VERIF Y WITH OWNER IF NT ERIOR 15 TO BE PANT ED). EiE22EZESE HR RATED r ev er, OR SRAPT WALL PARTITION GA FILE NO. WP -10-0 WY RAI BATT MBA. MT, C �I STRUCTURAL STEP- COLITN A'a 10 CON CRETESW4 2-K' COATS SMOOTH STU CCO P ANTED FI NISH. O LOOM 6/ 0ER SEE SHEET 4 500 FO R SIZES. CONTR ACTO R TO PROVIDE 8140 P 0546540 FOR APPRO VA L O DO OR R1115E R NOTE& L ALL INTE RIO R WALLS WI/ CABINETS OR ST AIR RAILIN GS TO BE FRON DED WY 10• PL YWOOD OR WO OD B (1, e/1.r+ 2. A LL BEDR OOM. BATH RO01 L 504168 N KITCHEN 80041 ,WALLS TO RE CEIVE MATT 80041 ,NBLATI ON ITT,/ 3. AL L TILED WA LLS TO RE CEI VE 54 6'-'dlRx' K• B4/1L30 OR E QU AL 4. ALL INTE RIOR DR YWALL TO H AVE LEVEL S. ALL E XTERIO R WALL TO ME FILLED W/' CO RE FILL 500' OR E G'1WAL MOTE. TO ME I NSTALLED AFTER EXTERIO R W MILER. 18 SEA LED). 6. VERIFY W/ 0UER ON INTE RI OR WALLS TO RECEIV E (I) ADDITIONAL L ATER W 1' 440 500. S ARRER 9 01-LA50T E' OR EGAL. AREA CALCULATIONS GR' 1WWJ FLOOR A/C (INCLUDING P OOL 51204/.0/ 3, 611 8, i 2 VI - CA R GAR AGE COVER ED FR ONT ENTRY REAR COV ERED PORC H OR.° FL OOR AR EA WIDE R ROW 4, 98 5 8/F SECOND FLOOR AR EA 04DER A/C 2038 5/F REAR CO VERED PO RCH 4310/P SECON D FLO OR ARE A B •DE R R OOF 2,415 5/F TOTA L A/C 0.0 08 AREA 5 ,109 8F TOTAL FLOO R AREA 10W2ER ROOF 1,1648/ F 45 80 145 S,F 428 50 PROFIT TRELLIS TERRACE 2105,E REM T REL LIS TERRACE 21 0 50 NOTES: I. DO NOT SCALE DR/11 .0G01 2. FIELD VERIFY ALL DIPID4S1018/ 3. CONTR ACTOR TO VERIFY ALL EXI5TNG 8481' 0180 AND N OTIF Y ARCHITECT AN T D18CFEZ4 CY W/ DRA WINGS. (BEE GOER AL NOTE 9> 0. ALL AREA CAL CUL ATIONS ARE AFPPR X THIS DOCUME NT WITHOUT THE WRITTE N PERMISSION OF GE ARC HITECTURE I NC. 15 PRO HIBIT W N 3 0 0 Z O V LY LL 6 N N W N 41 0 2 4- ❑ ❑ 41 w 44 W Q m 0 ie a 13 4) 41 } OLE NUMBER 0, 503A200D d DRAWING TITLE PROPOSED GROUND L% FLOOR PLAN (DIMENSIONED) ❑ DATE DRAWN BY m 11.02.22 I GE/JH a= JOB NU MBER 20220503 IF DRAWING NUMBER A2 .00 D architecture, planning and design 1045 East Atlantic Ave. Suit e 303 Delray B each, Florida 33483 TEL 561-276-6011 FA X: 561-276-6129 155UE0 FOR 06581STIGAL BIDS PERMIT 8205250 CONSTRUCTION PROJECT TIRE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE, GULF STREAM, FL REVISIONS 91/5 DR/486G B NOT POR 80 6110481104 R HA5 BEEN 15M ED FO R OOVERTENTAL REV®4 MD/ OR FRELIVN AR1 P.1IC8G OILY. FLOOR PLAN NO TES 0 I x O CEDAR 9EELVR G AN D ROD AT 6 0' A FF . COOR DIN ATE WITH OVER (C ONTRACTOR TO F RNOE PR IC E FOR BUILT -5+5). ❑PANTRY: P ROVID E 3/4' PA NTED W OOD U/ TR IM 29•. 42•, S5•. 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Al EXTE RIOR W ALL TO BE FILLED UV COREFILL 58 0' OR EQUAL (N OTE: TO BE INSTALLED AF TER EXTERIO R O BUILDING IS SEALED). vERFY U/ OW NER OJ INTE RIOR WALE TO REC EIVE (D A DD IT ION AL LAY ER CEP 440 SC UM) B AFRIER '10 MA901E ' OR Fo EL AREA CALCULATIONS 4 TND ROOK A /C (540,10009 00 1,51402430 / 2 Ill -GA R GAR2r0 C OVER ED FRONT ENTRY REAR COVE RED PORCH GRP.. ROOK A REA WIDER RO OF .c oN D MOOR AR EA UND ER AC R EAR COVETED PORCH 9ECO TD FLOOR A REA WIDE R R OOF TOTA L A/c FLO OR AR EA TOTAL FLOOR AREA WIDE R ROC F 3.6 11 SE -Ns sp 145 SE 4. SE 4,585 6E 31030 8,5 43 1 SF 3,4 15 SF 5. 109 5/F 1,464 9/F 5011 TRELLIS TERRAC E HEM TRELLIS TERRACE 210 SF 210 SE NOTES: L DO NOT SCALE D FA4YG51 2. FIELD v ERFY ALL DIME•461LH41 3. 00+102CTOR TO VER IFY ALL EXISTING 5C OND ITIONS, AND N OTIFY AfCH RECT 4441 F A NY DISC REPANCY UV DR AWEES. (SEE GENERAL NO TES) 44 1400404 L04147104542040# 004 . AREA 1-1 bl 1.0215 VE LOCITY IM PACT 0 DUCTS'. OR EQUAL 101 SLIDING DOO RS U/ LOW E. GLA ZE - TO BE MPA CT RESIS TAN T AND COMPLY 4/ ALL DA DE CONY IMP ACT A ND ND CYC LIC TESTIN G FEOJV EIIEN TS CONTRACTOR TO P0011 105 CERTIFIC ATE OF COMP LIA NCE (TYPO. - ICOLOR - UN ITE) - OR EQUAL (V ERIFY U/ OWNER, 63 'CG S. SINGLE HIM. FIXED 4 C ASEMEN T (SEE MEANS CF EG RESS/ A LU M WINDOW* TO BE IMP ACT RSSTAM, 'La4 E. GLA SS (SEE ENER GY CALC ULA TIONS) AND C OMP LY 111/ALL DAD E C ONTT P IP 4C 1 AND W IN D CYC LING TESTNG R3Q UIR3 18415 C ONTR AC TO R TO FROND E CER TIFICA TE OF COMPLIA NCE (1)P) - COLO R UNITE (V ERFY 0, O USE5) 63 EGRESS TYPE W INDOW SHALL BE OPERA BLE FRO M 11- E INSIDE W ITHOUT THE USE O TOO LS A ND PROV ID E A 4E2R OP ENING O NO T LESS TH AN 10 ' ITV 24'41. AND 5.1 50 R. AREA THE BOTTOM OF THE O PENING SHALL BE NOT M OR E THAN 44' FR OM THE FM I6H MOO R LEVEL NOR 514)LL MIT P ART O 11E o9 ER8TMG MECHANISM BE PLACED HGI5R TH AN 54' FRO M THE FN. MOOR. OV ER HEAD 34+641 2 DOO RS ARE TO ME T DAD E 0ONTY WIND 64 C YC LIIE AD 5'IP4 0T 6665T0N1 TESTING R EQUIRE/115 415. CO NTRACTOR TO P ROV IDE CE RT.. 0 01911ACE O FFSET D OORS FOR DECO RATIVE 'O RAL' 4PPLED PANELS OR EQUAL (TO BE SELECTED BY OWNER - BEE EX TERIOR ELEVATIONS). 65 V 4' R418ED r0•v'*F 1E RA M WATER FT1r 4 INotE: PAVER S TO BE METALLED TO THE BA rvAIDE OF TIE 0404, 0 DOOM) 66 A TTAC H GA RA GE DOO R TRA CK TAU C ONT. 2 x 6 P. T. WOOD B UCK En INTO FILLED C ELLS W' 3/0 ' DIA1. A NC HOR B OLTS AS PER MANE. 5PECF IC INSTRUCTION S 4 SEE OTRUCNR8). DRAW N .4 (119 1. 61 AR OMATIC r n ov0 DOOR OP ENER W/ LIGHTS 165E ELEC T. DR AW INGS). 68 AMTLFIAT(C GMOY£ DOOR SWITCH 69 INTER IOR 6402.F DOOR TO DE 20 MN FIRE RA TED DOOR eV CL OSURE HINGES. 10 BUTLER S P AN TRY - 36..FRIG. OR EQUA L. (S TY LE AND FINISH TO BE SELECTED BY O DEW. 11 RECESS EIECIRICAL O UTLETS 410 5 1(1 4 BOXES M DE HOAR FIFE RATED P ARTITION NHA. BE META LLIC WITH A SURFACE NOT TO EXC EED 16 50 M AND THE SURFAC E AREA OF THE B OX ES SH ALL N OT EXCEE D 505001P 5010050310914444, SURF AC E BO XES LOC ATED ON THE OPPOSITE BIDE GE THE PAR TITION SHALL BE SPA CED 34' AMT. 4 M INI -SPLIT IN 1 .4 005. 141&.451041' OR EQ UAL - BE E L LI MEC HANICAL DR43NG. FOR SP EC'S 13 WILT -N N ICHE W ITH SHELV E(V S - T -6 11) x 3'-6 11 x 1'-6L. (VERIFY BM AND LOCATION WITH DUIE R/DESIG#W. l4 36' HIG H PINE RA IL 11 V2' MN DIN) U/ PA NTED UNITE FINISH - Tip. R 4T orrmoR n2Ee r5 STEP S. A OO K TO BE C LEANED AND FRE D FOR ❑ EPDXY MOOR 535101 BY EPDXY -004 T'- GRAY W ITH BLUE BLEND OR EQUAL - V ERFY MTH OILIER W' x 5' STARLE SS STEEL INSULA TED FLOOD VENT BY 'SM ART VEN T' MODEL • W40 -N 0 AT PELM EIER WALL - ESP. POL DER C OA T FINISH COLOR WHITE / (IN STA LL AS PER MAN IF. SPEW) - TYP. LF4 4T rAREA (NOTE: A MN O 1 OPE 95 HAVIG A TOTAL AREA NOT LESS THAN ONE (I) NCH P ER ONE (U BQWRE FOOT O4 DM-FwM! BIDE S O EACH ENC LOSE D A REA A LL OPEN ED. SHA LL BE ONE (U FOOT AB OV E A DJA CENT GRADE 4 B ELOW TH E BABE ROOD ELEVATIO NS). 4' RAISED C ONC RETE WH EEL STOPS._ T1P. • 0.Ar.F (1 211 -SP LIT COMPRESSOR - 11115112,101411 OR EQUAL - BEE T9 MEC HAN ICAL D R4W 10Y. FOR SPECS. ®A LL DRIV EWAY PAVERS TO BE ON I' NE SCREENINGS El' B' LITTER.< B ADE COM AOTED TO 44 14 14 A 95t 6Nan-1 - SFE CIVIL 0- 12 4. 11N MS AND vE F 1' UV TO UN OF G ULF STREAM 90 K IT00 E'0 9 5ERIE5' 'Cl. 2139 (5.115E R 015 81 4 TA IS( R E54 L•P25 F CAR EEN FILTER - W ATER SOFTENER SYS TEM OR Ea - V ERF Y U/ OIER ® DR.P M T UB R ' ERRAS0A BY VICTORIA 4 ALB ERT') - STY LE TO BE SELECTED BY OUNER. (FIELD VERIFY rl FAReurES FAUCE TS) ® LA v. (STY LE AN D COLOR TO BE SELE CTE D BY (2 0P ), 03 WATER 41095E VER IFY U/ Cu 2ER F ELECTR IC REQUIR ED - TY LE A0 C OLOR TO BE SE LECTED BY OMER/ ❑0 01154 0TOR TO 45E 1 �' BEV EL 00GE'014 030' Ca0TE RTOP5 f00 ALL B*TM0O15 AND L2 INDRT ROOM - SEE 4054 4 AreNur . F FOR EP EC' S. ❑(1= TLE SD FR AMES S GL ASS 81101ER ENC LOS URE 4 DO OR V2' 10M N THOOVESB U/ 5015100 CH ROME CLIP S. WORE: 1113 TO HAV E S IN GLE SLID.. GLASS DOOR BY '0RGMA L FR AMELESS 5401 00 D OORS ' OR 5044). ITT II II SUN SHELF 1 (BY OTHER.) II II IL 4 Al TILE PLR . TO BE NON -SLIP. ALL SILMER MRS TO BE RECESS ED ' BE LO W FMIDH RO OK 4 SLOP E TO DR AM BET M 8140 11,£R PAN - 2' TOPPIN G AT SEC OND ROOfR TO BE E L1'IMATED AT Al DH0.45 . )NO TE: G RaID FLO OR STRUCTURAL SLAB /. 2' x 2' NO N -BLIP MABLE SHO WE R RR TO E LOPE TO BR AN SE T D1 M MAS ER P AN ALL MA RBLE TO BE P LACED DS 5/16' 1D IAR OM (1191 SUBMO OR ING • AREAS To F£0EIV E TILE OR MA RBLE) ® 3O'44 x 200 TILED 5..4UV 5 /16 ' 'WRACK' OVER 355 20 GAL FE TAL STUDS • 20' OG b9 BUILT-IN 8140WER SHELF RIN I - 0' x 6' x 5' /VERIF Y AL L LO CATIONS A ND 5.5 5/ OEN EW. CEILING MOIRE , OVERH EAD RAM SHO NE, LP W ALL M0NTED ® 444 004ELD 5 40 0.ER N OBLE (MP. M ALL 5815500 15) - 511 11 4 FIN ISH TO BE SELECTED BY 00ER ® - O UT D RYWALL 6' TO D. FO R PLUI1B6G STACK ❑ EVERY B ATHR OO M DOO R LOCK BHA, BE DESIGNED TO P ERMIT THE OP ENING O THE LO DG ED D OOR Mae THE OUTSID E IN AN B,E RGBICT. ❑ TD BH0135 4 0/'0 )410 WA LL U/ 4'x 4' D OMINICAN 1 OCa0NA ACC ENT BAN. I' x I• AND 6' x 6' D ECOR ATIV E CER AM IC TILE Q' NCR WALL U/ 0HK NER HEAD , FOO T WA SH AND A- 6+•3441. - A LL MATERIALS TO BE APP ROVE D A ND INSTALLE D AS PER RI... SPECS. - FOR PR ICING CI✓LY - vER FY El' OWNER / INTER IO R D ESIGNE R 1,L1 6' x 6' AL UMNI, SCUPPE R - TYPICAL AT OUTDOOR BHW.E R P PoVA GY WA LL yT RECESSE D ART -W ALL NIDE- VER IFY LW C UTER 4 50 55O R DESIGNER O4 SIZE AND LOCATIONS. vAUILTED CEILIN G (BEE R EFLECTED CEILIG P LA N FOR NT. A ND MATERIALS). 91 5 '-0' FLA T OMNIG (BEE B UILDIG sec.. FOR ELEv8 5015). SEE ROO M FINISH ACHED FOR A LL W ALLS, C EILIN GS 4 FLUOR 0043550. 4 BUILDN G 8ECT1a6 . 99 8HE LL-CON TRA CTOR TO PROV IDE 200140141. MOCK .. IN WOOD TRUS SES FOR A LL ELECTRICA L FIXTURES - TY PICA L AT A LL VATTED C EILINGS (V ERFT UV OUM0R INTER IOR DES IGN ER ON 4L INTERIOR C EILING FIXTURES AND UEGH T). 56 62 0 Sl 63 FAMII ROO L=L -_L= a a II air It UUEU BR�AKF A311/ PINING O I -I -I=I -I -I ' COVERED PORCH V S' ET 1 OFFICE/ 1 BEDROOM C.2 ENTERTAINMENT ROOM TO P CF FLOO R ta1C RETE SL AB ELEv . • 0'-O' 4F F. EL Ev . - (L.& NAVD/ BUTLER' S BATS- -` I 111 V -O ICS` JIC'��L J F OYER PROPOSED NOTED GROUND FLOOR PLAN SCALE : 3/16" = 1'-0" S2vA RA MO DEL EC LIPS E' 5LEv4TOR - 30' x54' x96' MAC HINE ROOM LES S RESID ENTIAL ELE VAT OR U.V R UNE GEARED DRIVE '9T 1 K, or OR EQUAL- R)4 CAR U/ 0YT ONAL proKET GATE (GA TE STACK -RAIL BID E/ MA HOGA NY P4 NEL5 Yl' 404011 D MOLD5051 4 41-0 418/ 9B. HA NDRA ILS OR EQUL - V ERIF Y 0/ OWN ER / DESI GNER W A LL 0(71(005 4 P ROVIDE SHOP DUGS. FOR APPRO VAL (NOTE: L.5 1541 D OO R / DOO R 44 015 TOWA RDS EL EVATOR FO R CAR T RE'OLD(3' MAX .. 0 40 15: 50131+18r MST H4vE A (15411101 6+2 nen x B2 51 C.6 ' X 6'14 LIO'4Ac4 F ACCES S HA TCH (FRONDED BY 54v4R1 4 001 COR D0R 501A L/ LOCATED 4T THE TO P OF THE H0(51 W4Y . L OCATOR 111151 BE M AN A REA WHICH WILL P ROV IDE AC CESS TO THE ELEV ATO R DRIV E ASSEMBLY BY THE MANUAL LWER00 14220L01M40142L LOLERI G HANDLE W ILL ENAB LE USER TO OVERP0IEi BRAKE /C. '0 LOUER CAR tumour BO DILY ENTRY To THE 51+41(5+81) 41 ELEVATOR PR A5 FER MM2F ACTUfER BF'ECFICATIOIN9. ® CUSTOM BWLT-M 54EL45 5 • RA OG 00010 8L A BOVE AOVE BUILT- C ABINETS AT 36. 4 FF. (M OUSER CABINETS ITT EQUAL/ 4/ D EAD-B OARD1 OC WALL PANEL AND SHAKER STYLE DOORS OR EQUAL -VERIFY LW OIER ON 5 11LE ❑ LOUVERED P ASS-1+51STAN GR ADE 4000 . VE RIFY U/ 0WE0 0652NER F STAINED OR RANGED - PROVIDE 9!1 09 DRA AY$ PRIO R TO FA BRICATION ❑ FOR ANY 4 ALL FLOOR OUTLETS ON EITHE R FLOOR CO NTR ACTOR TO V ERIFY 51T LE A0 EXACT L OC ATIONS U/ OLER AN D OR INTERIOR MOEN.. ® FAUX OUT W INDOW ®640 51001UR 44, CONCRETE BLAB (9•W • G8P4GF) O VER 10 MIL PO LYETHYLENE VAPO R BARRIER OC DELL COMPA CTED FILL • • PER IV SF. O SLA B AREA 5 G A_ O 10'-0• LI NEN Fr 6 FOO105) A LL Fllr., SLAB S 4 COVERED PORCIE5 TO HA VE 10 MIL P OLYET HY LENE 4'4#02 BA RRIER. - VERIFY W/ 6TRCN RAL D RA WING S. D7 311' x 312' STEEL coLL1 TL SEE STRUCTU RAL DUGS . FO R 5N£c'9. 4 PROT ECTI VE 0041 50 - 401104010010 900 '4100 SHOP DR4 WM 4 FOR APPROV AL ® STAIN LES S ES S STEEL SI LK ( VERI FY El/ WIER). ® IIOE R CLUTTER WIN E REF. G VER FY LW OWNER) . ElUNDER COM ER IC E MAC HI NE ( EER FY W/ OWEW . W WIRER ER MINTER REFRI GERATOR MERR Y E/ OANEW. OUTD OOR K RONEN BY NATURHKAST• OR EW41 - bTANLE9Fi Q SOFT CLOSURES El/ MEET SHAKE R ST YLE DOOR S / CH ARCOAL GR AY 4 G RANITE CO U40ERTO3i - CONTRACT OR TO PROVIDE SHOP Dens . FOR APPROVA L Ri 36' A • 55 9+1 - LP - LLDWRY ',AI er r GRILL - BUILT -M OUT DOOR B ARB EL. GRI LL - OR E0IAL -V ERIFY LW WIER ®BEE FEC HMIIC4L 0 044ETN 505 FOR K1151 E XHAUST VEIN STACK E16 17 53 5X5' LP - O UTDO OR B ITER SYSTEM BY FI RESI DE OR E QUAL <GAS FIFE -ITT). IS OUTD OOR COVERED PATIO TO HA VE PH ANTOM ' 4450) EXEOITIV E SCREE N SOL UTION S' MOTORIZED SYSTEM 1 HIRRI CAE 6.EII4' BY MERC AN SC REE N SOLUTIONS' OR EQUAL - )STA LL ED AS PER MIM E SPECIFICATIO NS - OR +8L (CONT RACTOR TO PRO VI DE 544 09 51MOP DRA ANC. F OR APPR OV AL. A LL PORGIES TO RE CEI VE 'STONE PAVERS' M05ET BY 'ARTISTIC PAV ERS' OR EM AIL N04 -SLIP Yl / SQUAR E ED6 AT THE 01( 50 E DGE DECK TO BE 1 106 57 O VER 12 5' LIMB 61415 PR OORN0 ON COIL. DEMO SI K4YA5TC 110/1 4. OR Ea ( RE4 S AMPLE FOR OBER / INTERIOR DESIGNER 4PPI0/ 4LA CONTR ACTOR TO USE A POLYMER MOPE D NON EFFLORES CENCE MD8ET GR TH55Er GROUIT. CO BETE COLU MNS 5 .V 2N' 2-00AT5 8(100114511000 PAI RED FN5 H 4 RAISED STU CCO BAN DING AT TO P AND BOTTOM OR EQUAL - SEE TYPICAL DET AILS FOR P ROFILES 4 5100111 RAL STOR AGE I al STAIRS 84 1 ELEV.. 1660 ' NAVD) GUEST BEDRO OM 01 GARA GE E COURT YARD C OURTY4R0 „1- 0 x 0 846 CED AR TRELLIS JOIST EL' SHAR ED DFroo4510 5 TAIL (PAIRED/ - 8EE STRICT D UG S. FOR ALL HIDDEN 0000 03(045 AMP. 4/ CC NM . COP PER.43 HMG • TOP 6 ALL TR ELLIS MEMBER S) - CO NTRACT OR TO PR OVI DE ALT. PRIC E FO R 41.1111/4 .111 QB QO 2x2645 CLEAR CEDAR60 01' 26 • 0'DC. - P ANNT ED11 1P.4T ALL TR ELLIS L OCATI ON S). 2'-0. 40 14 DE CORAT VE 41151001 0 81.50 UV C41PP80 4L E Q5 Q1 PATTERN OV PONDER GOAT FNIS 4 (COL OR- 5.fl 'ER BAS KET GREEN 2040-40 BH) - LTC T OP OF LOW WA LL - 5 SHOP ORAW100 / 5221400057'40IRON ORN AMENTAL- WO RK. WO RC' OR TWA. 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(MOTE: ALL FIXTURES TO 55 , PRO VED DT OLNER 1 INTERIOR DE5EMR PRIOR TO P I. x-u44F) CO NTRACT OR TO PRI PROVIDE PIECE F OR ENTI RE HOUSE Q6 O REC EIVE 6' HALE ROM, COPPER GUTTE RS WI T! 050008TI VE LEADE R CO PA DE CT OR HE ADS -(WIC D ECORATI VE PUTTER H SRS / BRACKETS) - 4' FON D DOW NS POUT S - RAN8 4vE R GLITT ER S YSTEM INC OR EQUAL III UUUU DID - e -J 01 .I _J PRO VI DE KICK CUT FLA SIIRG TO DI VERT R OO F WATE R ROW AWAY FROM WALL SEE ROOF PLAN FOR B11LT-U P CRICKET F OR POSITI VE DRAINAGE - (N OTE ALL CROFTS TO HA VE MN 2 L 0YER5 SM OOTH MOORED /51- 11TY PLUS A CLASS 'A' NO OSE D CA P SHEET PO, FLAT PR OFILE MTE RLOCK1 C ONCH POC F TILE 5ERSIDA 9' MAT 511 'EAGLE ROOF TIM INC, COLOR UNITE 3 210 014) O VE 0 5 04 FELT HOT 1.101.1.11, ON 3041E1_1 TM -T AGG ED TON 1. 4PA RAT ED E XT . GRADE PL YWS O SHEATHE INSTAL ALB PER ROOP G. S PE CS fT1Pl )NOTE: ALL HIM TO HAVE MITERED CA PS, BLOCK Y14LL4 ALONG 280 RI OT 4 R OLE CRICKETS TO BE PROTECTED 8/ '5(104AFRC P BY 5A., OR EQUAL - METALED 45 PER MN41 SPE CS. 2 x 2 S48 CLEAR CED AR T RE LLIS BATTE NS - PAINT D n I rx 1AL • BIAR BOR DE A OR / GATE/ 60 5865 8110011! CL EAR CEDA R 1FELL1 5 GE RM - P AIRED (TYR.. • O DE ARB OR / GATE). 6 1.' ( b 545 SMOOTH rU PAR CEDAR C OLIY M POST U/ C HAF FERED CORER S- PANT ED (TYP . • SIP E ARBOR / G ATE/ . ® FREE ZER tELIf i H• x 0 CONCRETE COLUMNS TE COLS W/ 6+ i' 2- 004198110 0114 STU CCO PAIRED 9018141 4 RAISED STU CCO BADPG AT T OP AN D B OTTOM OR EQUAL - SE E TYPI CAL DE TAILS FOR PROFILES 4 5100NR AL DRAWING S. d) U architecture, planning and design 0 L) O N CONSTRUCTION 43 a W a 3 2 O 2 3 Z 3 8 0. S PROJECT TIRE SINGLE = FAMILY O RESIDENCE O 1045 E ast Atlantic Ave. Suite 303 D elr ay Be ach, Fl orida 33463 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR Mf g 5EMR1AL BIDS PERMIT 014' 620 0 (0 N 0 } a 3400 POLO DRIVE, GULF STREAM, FL 1W REVISIONS Q S 4) Q z 4) 2 TUB MEW 5NOTWR 40410011 05 6202505 900 FOR GOtER4FMA . fEV®I AND/OR P1A51NARY P3CF ( 044 11. - FILE NUMBER 111 tL DRAWING TIRE PROPOSED GROUND W FLOOR PLAN 0 (NOTED) 503A200N 0 DATE DRAWN BY < 11 .01.22 I GE/JH 2 4 JOB NUMBER 20220503 DRAWING NUMBER A2.00N WALL LEGEND PR RARRY BED COVERED PO RCH (OVERA LL OCOND 0.0 0R ) (OVERALL SECOND 0.005 / BATHE 211 11111111111!nI11111111111/11111111111111 0 PROPOSED DIMENSIONED SECOND FLOOR PLAN SCALE : 3/16" = 1'-0" 5' or 6' I NTERIOR P ARTITI ON 394' 20 GA M ETAL STUDS W/ K' GYPd II W ALL BOARD BOTH SIDES (LEVEL V F1U. (HR DRYWALL • BATRI ROPIS AND KTC4EN VER PY UAL DIMENSIONS - VARIES TRN2Y RY N4 ' rr HO BE/ 2 6•• 2 -COAT SM OO TH STU CCO FINISH LE EXTE RI OR IS/ I NTERIO R TO RECEIVE k' T YPE X' GOB. W/ LEV EL V PANTE D FI NISH O VER f ry' METAL PARR. • 24' OL..YY R10 PI -F OIL 048 BETS/ ar64 GWB . 4 S' CONS BLOC K AT XT WALLS. PROVIDE K' MYR Chia 01 ALL dMH R18, 4 K1,0' • 4 N OTE: ...D ENS -SHIELD' • ALL TILE D WALLS,. /ALL MOISTURE RESISTA NT GY PSUM BO ARD INST ALLATI ON AND LIMI TATION S 48 PER FBC.-R 2020. 3 B' C ONCRETE BL OC K WA LL UY 5/8• 2-0041 810 044 STUC CO FIN PANTE D ON EXT ERI OR NY I NTERIOR TO RE CEI VE y' T YPE 'X' GLIB. ILY LEVEL V P ANTED FINISH O VER I k' METAL KIRK. • 24' O. C. • KN./RIF_IEEE STRICT ., 132223286248 6' OR 12' NT . LOA D BE ARD a PAFttR100 WALL W/ (U LA YER OF 5/ 8' T YPE -' X' GLIB . UY SM OOTH LE VEL V FINI SH - PANTED ON EA SIDE OF 4' (40081 62-64)16 GATT, STUDS • Y'PC. (SEE DINT PLR PLANS FO R ACTUAL WALL 5( 8' TH14 5S) D RYVYLL • BATI ER OO15. 52' DENS -SHIEL D BEHIND TILE/ . ( NOTE: CONT RACTOR TO F RONDE ALTERNATE N LIEU 68 CF 4' 4' METAL SIDS. P. T. 2 x 66.1 6. OC. - NEE D TO FIELD ADJUST DPT2•LSIONS FO R THIC KNESS). S' CON CRETE BLPX LOU WALL I S/ E DI 1 - COAT 01WTH STU CCO FN PANTED ON BOT H SIDES TYP. VARI ES IN HT FROM 4'-0' TO 6'- 0' 43,EE STRICT). 6LOW W ALL INT ERIOR PARTITI ON 396' 20 GA M ETAL ST UD S W/ 4'i' GYP5181 W ALL BO ARD BOTH SI DES (LEVEL V FOOL. MR DRYWALL 42' NIGH S' COCFETE BL OCK WALL W 6/8 ' I E AT 44-100 STUCCO FIN P AINTED H EX TERIOR_ ( VERIFY WI H PRIER IF INTERIO R IS TO BE PAI NTED). I HR R ATED GAR1KE OR SHAFT WALL PARTITION GA FILE NO . N.P-b R W R-11 BAIT POLE MGT .. • CI STRUCTURAL STEEL 001 1254 E 14' x IF C ON CRETE COLUR ?15 IV/ 2-49' C OAT S SMOOT H STU CCO PAINTED FINIS H. WI NDOW RNN 'I BER - SE£ , FFT 4900 FO R SIZ ES. C ONT RACT OR TO PROVIDE S HO P DRA WN. FO R APP RO VAL O1 DOOR NMGE R N OTE& L ALL I NTERIOR WALLS NY C ABEETS OR ST AIR R AILIN GS, TO GE FR ONDED IS/ N' PL YWOOD OR WO OD BLODCI 1. ALL BEDROOM BATHRO OM'( LAGDRY 4 KIT CH EN W ALLS TO RE CEIVE GAT T SOUND INSUL ATIO N G YP, 3. ALL TILED WA LLS TO RECEI VE SAS'-'O.9KC K' B ACKING OR 8 0.1_ 4. ALL I NTE RI OR D RYUMLL TO N AVE LEVEL -FINIS 5. ALL EXTERIOR W ALL TO GE FI LLED W 0 AFTER 511 OR EDU AL MOTE: TO BE INSTALLE D AFTER EXTERIOR OF BURDUY a Ib PPG Ern 6. VE RIFY UY OWEN ON !TREMO R WALL S TO RE CEIVE (U AD D0OIAL LA TER P =1' 440 SONJ G AME R'HOFI ASOTE' OR EQUAL. AREA CALCULATIONS GR OWL, FL0 0R A/C (IN CLUDING P OOL ST(n400) 3611 8F 2 10 -C AR G AP4r< CO VERED FRONT E NTR Y REA R COVERED POR CH GR OW . FL 002 AREA RID ER R OOF 4 .985 SF SECOJ. FLOO R A RE A UNDE R A/C 2,03 8 SF REAR COVE RED PORCH 431 5/F SECON D FLOOR AR EA RID ER ROOF 2, 415 5/F TOTAL AC FL OOR ARE A 5,109 SF TOTAL FLOO R AREA RI DE R ROOF 1.464 SF 14 5 5F 145 5F 425 SIP FRONT 1FEI-LI8 TERRAC E 210 SF REA R T RELLIS TERRACE 210 SF NOTES: L DO N OT 8x'41 F DRAL111. 51 2. FIELD VERFY ALL D4@L51OL51 CORR ECTOR TO VERIFY ALL EXISTI NG C ONDITIO NS, 150 214 NOTIFY ARCHIT EC T /SE GENERAL DI SC RE PA NCY 1 .1.11 DRAWI NGS . 4. ALL AREA CALCUL ATIO NS ARE APPROX . architecture, planning and design 1045 East Atlantic A ve . Suite 303 Delray Bea ch, Florida 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR NEB S. BRIITT4 81D5 PERMIT 01 552022 CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE, GULF STREA M, FL REVISIONS T14151314 .81115. 15 NOT F OR 005151011011 IT 448 GEN L9BUED FOR GC NERWE .T4 FERO )50CR PRELn5AR1 PROM ONLY. FILE NUMBER 503A201D D RAWING TITLE PROPOSED SECOND FLOOR PLAN (DIMENSI ONED) DATE I DRAWN BY 11 .02 .22 1 GE/JH JOB NUMBER 20220503 DRAWING NUMBER A2.01 D FLOOR PLAN NOTES WALL LEGEND ® I, D CE DAR ME LVID RO D G AAT 66 ' APE, COO RDIN ATE W ITH OLD ER (C ONTRACTOR TO PROV IDE PR ICE FOR BOLT -54'51. ® PA NTRY: PR OV IDE 3/4' PANTED WOOD U/ TR IM 25', 42', 55 ', AND 68' A FF. LIAM W/ 5 EQUALLY SPACED 3/4' PAN TED SH ELV ES UY TR IM EL CON TRACTOR TO PROVIDE BACK ING • 4L WA LLS LW MELvING 4 G ARRETS (TYP). ❑ 24'x • H ING ED D OWN ATTIC RILL D OATTIC ACCE SS. SEE ROOF FRAMS. 36 PLAN F MEC H EQUIP. 19 LOCA TED INSIDE THE A TTIC, IT S HALL BE IN STA LLED A PER FB.G -R 2020. ❑0B 22'x 54' A TTIC AC CESS L/ FULL D OW N LA DDER BY RA INBOW A TTIC ACC ESS - F -SER IE S'- OR EOJAL, SEE ROC. FRAIIG P LAN (FIELD C OORDINATE EXA CT LO CATION FOR PR OP ER C LEARANCES). , SINSULATION BA TTS. (MP. AT ALL BE DROOMS 4 SLIM 641H R)OM E.. NOTE - V ERIFY W/ WJER F BA1ML 41 WALLS ARE TO RECEIVE 11) AD DIn 'O4AL LAT ER cF S' 42014601E 440 801AI0 B ARRIER B OARD. - V ERIFY ALL LOCATIONS W/ OVER ESHELL -C ONTRAC TOR TO V ERIF Y LW QA IE R ALL REWIRED HT'S 4 B6 OKIG FOR A LL PLA 9+IAPLAI SCREEN N LOCAT IONS (MP). ESTORAGE SHELVE.. SEE PANTRY NO TE NO . 2. ❑LP GAS - TAUQE86 WA TER HEATER S CAPAC ITY 48 DETER MOED BY P LUM.. ENG INEER 589 PLUME. D RAWINGS ST' P. OF 3). ,5 -1, AIR HANDLING WIT, CAPACITY A6 DETERMINED BY MECHANIC.- E .R EER SE E 14VAC P LAN. AL WR9 TO BE EQUIPPED LL/ B OTH 'REYE HALO ' RIPPLY 4 UV LIGE 1430 0 -SINGLE BULB) AT CO IL 4 D RAM PAN (MEM E QUIPMENT ADM. AS P ER MC . - R 2020 ). I NC COMP80 0R ON 61R UCT 2L SLAB, CAPACIT Y AS RENR DET ER 004 155 ME M. EW4REER SEE HVA C P LAN 4 S ITE PLAN (NOTE, A LL EXTER IOR EQUIP. TO BE A MM 10' N AVD. 4 IN STALLE D ON ISOLA TION PADS). LP GAS VALVE - SEE M EP. DR2WRGS FOR EVA''T LOCATION 4 SP EC - BEE SITE P LAN FO R INDE+ID /00 0 GAL LP TANK D❑ MA IN DI9COFECT. ® ELECTRIC AL SERV ICE PA NEL • 6 0. ABOVE 0.00 8 © ELECTRIC AL ME 1ER ® 0 00858U- []G OLF -CART CHA RGER - VERI FY W/ O'LIER 0+ S PEC . - SE E ELEOIRI0A L DR 2411IYS. E PROVIDE 2500 ELEC TRIC CA R r44 o-RG 6T4TEN M r - -A0-F - VERFY LL/ C UTE R OI BR IO 4 TT. - SEE EECTR IC 44. DR4G9. ® 1RIG 41/ 0N P G. - SEE 611E PLA N 4 LA NDSCAPE FLAN S FOR SPEC. E0 POOL PUMP (B T OTHERSY SITE PLAN FOR EXACT LO CATION GA O GRILLE 00 E-GrICN BEE 3 LU10 MG 384 146. n PROV IDE N OSE BIB SEE DETAIL CR 114MM MT. - .014T 1B AD LOC ATIONS TO BE CO ORDIN ATED LA OI ER ((018 ' SE CON D FLO OR PORC H TO REC EIV E H088 B IB ). FTI 06 04801'4. 4191 ('4D T' OR EQUAL), TELEPHONE CA BLE PANEL • 6 0' A YE . E4 DOOR BE LL IM E 130ORRM' OR EQUA L) - VERI FY W/ C URER ON LOC ATIO NS OF CH 5 / COORDINA TEN W/ LOW-vLTA GE. 15 LP GAS GEERA 108 d STRUCT URAL SLAB 2 ISOLATION P AD S - CON TRAOTOR TO V ERIFY CAPA CITY / 0 5' 42001 W/ OLER ) UTILITY COMPAN Y. E6 ALL EQUIP. LOCA TED WITHIN THE C' ^• Cr. SHA LL BE R AISED TO M ATO1 FINISH FLOO R LEV EL OR MN 10' RAVD. LP GAS POOL HEATER BY OTHERS. V ERFT W/ OIWER Z& 00 0 W169HN G STATION TO BE FRILLY TILED ON ALL WALLS MID R0 0K (VE Na21 WV C URER AND INTERIOR DEBKf*W. 3' DI4 FLOOR DR AM • LANDR Y RO OK - SEE P LUMB ED F LAN RJR ITAL IFCT08 EP REFAB LALARY CONNECTION B OX FOR 11462618 AND DR YER GA ,. METAL DRYER VENT MK, APRO M W ALL DRYE R V ENT SHALL 31 NOT EXC EED MMIFAC8 FER•9 . RECOMMEN DATION, 4 40/ OR 25 1. - PROV IDE RECESSE D WALL M OANED DRYER V ENT HO SE RECE PTACLE D RYER BOX •48 0 M -O -V ATS TECH NOLOG IES' OR EQUAL (TYP IC AL AT MOM FLOOR fi). E ELEH.MOLUX 43,66 2115 WASHER (C OLOR LLH ITE RIERFY LS 33 ELEOTRO LUX £AK.6 21JIW GAS DRYER (CO LO R WM) (V ERIFY U4 C LLNEW. ® LAMDRY 6245 (TO BE SELECTED BT O WNER). 35 WOLF 60 ' LP GA5 RANG E - 6 B URNERS W/ RFRARED 0 426 65 OILER AN0 FAR MED G RID DLE • 636 06500G /S P 44 66' PFD G ALL HOO D (21' D EPT4) OR EQU AL. N OTE: PLI21ER TO INSTA LL 'POT FILLER ALONG BAC KS IDE O RAN GE - V ERIFY W/ OMER ON STYLE 4 LO0ATIL N TROUGH' Ell S TAMLE58 STEEL SNC W1,. DISP. 4 4ND ER/0NT -V ERIFY 5x1 2.8 S TYLE 4 CO LOR WW/ WEER 4 INTER IO R D ESIG NER 311 24' OVER LA Y D ISHWA SHER 8844100514306 BY B OSO N OR EQUA L (V ERIFY U/ OWER). F.T. 42' SUMER, R EFRIGERATOR (CO NTRACTO R TO C OO RDINA TE PRO PER n FAN W/ C ABINET MK . FOR DOORS ). ❑39 30' DROP D OD OOR M IC A A 03 VE - WIO LP - 0I'00TE4TH D C. OR E41AL - (V ERIFY U44 OJ.NEW. (CON TRA CTOR TO C OORDINA TE P ROPER CLFAc4 186 Wy CA RNE T HMUF . FOR DOO RS). 40 30' SIN GLE ELECTRIC WAL L OV EN - WOLF - U16030TE6 TH OR EC LIAL - (V ER IFY 0 OWN ER ). (CO NTRACTOR TO COO RDINATE PROPER C LE4R KM S/ C ARNE HANF. FOR DO OR S). 41 30' W AFT ING DRIER - WOLF - 41151030 4.26543 OR EQUAL (V ERIFY 161/ C AMER A. 5. T1 C ON TRA CTOR TO V ERF T W/ OWNER ON ALL ...C OUNTER AP PLIANC ES 4 6PEC'S 01HM KTCEN ISLAN D. 43 GRANITE KITORED4 COUNTERTO PS W/ 2 STRAIGHT (5466 4 BACK SP LASH TO UNDER SIDE CF UPPER CABMET6 NV EATER FALL' BIDES (V ER FY C OLOR 114100£56 400 EDG E W/ 0 WW5R). ❑db ZIPP ER AND LOWER WOOD R AISED PA NEL G ANN ETS U/ CROWN MOLDING CONTRACTOR TO PROV IDE SHOP DR AUNG S. (C ABIN ETS TO PROV ID E LIP FOR HIDDEN OP TIO NAL L01 V OLTAGE LGNT8. - TO E K ICK S). ® 6' x 6' SM OOTH CLEAR C EDAR ME -148 OR EA - 8EE STRIC T. DR 421186 FO R HIDDEN COMECTION6. CONTRAC TO R TO S UBMIT 5HOP DR 41WMG 5 FOR APP ROVAL 4B A LL IN TERIOR 3-P 44 EL 5'-0 ' NIL D OORS B '1 Y 1818TILE' OR EQUAL. P RO FLE 4 (872(542 TO MA TC H 1R6TLLE SRGLE P ANEL RECESSED D OO R (1830 00 - ONE S TEP S TIC KS. P ROFILE ). - NOTE : V ERF T WTI0 FELL ENGIN EER / D RA WS.6 W LO UVE RED LV R3000 D OORS AT ALL MC C LOSETS) 41 3'-0' x e '-1' RIDE (1DF' BN44 D OOR. 863000 BY ' IRA -STILE' OR EGA - INTERIOR P/VKFT RREN.N SLID ER BY COASTAL SUPPLY OR EOIY 4- 49 STAIRS TO HA VE STAINED LA0M G8 240 TRE ADS, A LL RISERS 4 B ALUSTRAD ES TO ISE P AIR (mem 30 AR (BA LUSTRADES TO C OM'EC1 DIRECTLY TO TREAD S, SEE D ET AIL). Gi 0 5 45 NEWEL POS T W/ 42' MM 8MEET 1. GUARDRAIL - SEE A400 FOR DETA ILS. (NOTE, TOP OF HA NDRA ILS TO BE 36' ABOV E 11. 40 MID 6TA5ED TO MATC H WOO D 11,0 0RING). C ON TRA CTOR TO SUBMIT SHOP DRA WM..8 FOR APP ROV AL C ONTRAC TOR TO PROVIDE ELECT. FOR HOIST !LOVER AND 51 RISING LIGHT 5XTFE AT STAIRWELL) - Y1,. CONTR OL 5410 1 PER , U/ OV ER ON LOCA TION). SE ((0KF"T R ECE SS • C EILIN G FOR FOR LIT 6NADIN G SYSTEM ' / OR CLEA R C OVE LIGH TIN G - V ERFY U/ OWER / DE 90068 - OC NIR4CTOR TO PROV IDE SHO P DRAWINGS FOR FAA_ APPROVAL_ 53 CONY 11/4' M. x 4' COPPE8 D RIP 33410 • ALL PO RC4E5 . 54 ALL 4U'5 EDT. DOOR TFES0LD9 4 W IDOW BILLS TO BE SET M 'BKAFLD( PRO' OR 50 124,1 4 CO NC. TH RESHOLD / CON C. S ILL E A1. DEER.. DOO RS 4 AMMO TO N 5. AV E 5KAEX ISO ' OR EQUAL CA2 KIG • B UCK/CH / AUIL FRA M C0)0ITIONS (TY P). ® ALL 44940048 TO HAV E 1 x P. T. WO BUCK S ANC HORED TO C OLIC AS P ER PROD UCT A PP ROVAL Sl 4L DOOR 4 W IDOW CO RER&. HMS. 4 JA MB TO BE WRAPPED u/ 51K4 TOP SEAL 01' OR EC. THEN - AP PLY 5 1KARE( 102 EVEFLA 54 MEIBRANE' OR E48 OV ER ALL W OOD BUCKS 11' A HN 8' AT 1648 INTE RIOR SIDE 0 ALL O PENINGS A ND Q' ON THE FA CE OF ALL THE OFFNR0 - INSTALLED AS PER MAR;. SPECS BY 'SIKH ' OR EO - NOTE, CON TR ACTOR TO FM -0E01 'ADHESION TEST' BY SRA AND OR MU,NIF. . 1-71,L MMT DOOR TO B E' SMARM DOOR NC.'- 81486 0 MA1O./NIY (VERI FY W/ O WNER) 4 INSTALLED BY ' COASTA L SUPP LE OR E0 P RO VIDE 0+03 0 A TE 14OM CO MPLIANCE W/ QUID LT E 4 MALT - PROVIDE SHOP DRAWING 008 O WER APP ROVA L ® (PR) 6 PA ML-RBER GL ASS DOOR -IMPACT ESISTANT W/ C ERT. I Rc19 A-101' CR E4 FOR TE P OO L STOR AGE - P AN TED. 60 'CGI' BENIIEL SER IE S 411-1 ES1C H DOOR S (COLOR WHITE) - UW EL LOUT E GLASS OR EQUAL TO BE IMPA CT RE SISTANT MD CO'IPLT W/ ALL DADE C OMP 0134 01 4)0 LURE CYCL IN G TE STIN G REQUIREMENTS. CO NTLY.TCR TO PROVIDE C ERTF IC8 TE COMPLIANCE (TTPz - SEE DOOR 9CHEOLL E. 8' or b' INTERIOR PAR TITIO N 39V 20 GA FET AL SIDS WAS h' GM.. WALL BOARD BOTH SIDES (L EVE L V 1)(MR DR YW ALL • BA THROOMS AND KIT.., VERIFY W/ D IMEN51ON5-05-VARIES THRO GOUT HOUSED. 2 ts. t• 2 -COA T SMOOTH STUC CO PEI. EXTER IOR IL/ INTERIO R TO R ECEIVE h ''TM 'X' GSM. U/ LEVEL P ANTED FINISH OVE R RV PETA L R.R. • 24' OC. U/ 010 FI-FOIL SE UL BETA ERR. 4 GLIB. 4 0• C ON C. BLOCK AT EXT W ALLS PROV ID E h' 110GW B. AT AL L BATHFMS 4 KITCHENS NOTE: 5 .081. -SHIED' • ALL TILED WALLS). (ALL M019Tk£ RESISTAN T GYP S. B ONA INSTALLATION AND LIMITA TIO NS AS PER FIN.. -R 2020 . -.0 0• C ONCRETE BLO CK WALL W/ 5/8' COA T 8+0 0142 STUCC O FN PA IN TED ON E(1ERIOR LW INTERIOR TO RECE VE h' 5+4 00 5' GLI B W/ LEV EL V PA NTED PMIS4 OVER R s' ME TAL RURR. • 24 ' 0.C) GARA GE -(SEE ER UCT) 320325 331120 6' OR U' NT. LOAD BEARS . PARTITION GALL 416 (I) L AT ER OF 5/5' TYP E -'X ' GW)H. LW SMO OTH LE VEL V FIN ISH - PA NTED ON EA SIDE OF 4' (4 00 .162-54 2 16 G4 FMM. STUDS • WOO . (SEE DIM RR FLANS FOR A CTUAL (WALL THICKNESS) MR DRYWALL • BAIHROO 1) 5/9' 1.1161+ 1ED BEH IND TILE). MOTE: CO NTRAC TO R TO P ROV IDE A LTE RNA TE M LIEU O 4' META L 51106, P.T. 2 x 6 's•16'OL-N OM TO FIELD AD.UST DIA6IO NS FOR THICKNESS). 2,CO NCRETE OLOOC LOW WALL LW GE COA1410 004 STUC CO FN PANTED ON BOTH SID ES TYP . VARIES M NT FD114 '-0 ' TO 6 '-0' -(SEE 6TRRICTA 6' LOW WALL INTERIOR PARTITION 396' 20 GA 841814= 611,06 W/ h' GYPSUM WALL BOAR D B OTH BIDES (LEVEL v FIN)- MR DRY WALL 42' HUGS. MEHLEM I 13' C ONCRE TE BLOCK WA LL IS 5/9' 510 0TH STUCC O FM PANTED d EXTERIOR (V ERIFY WITH OWER F INTERIOR IS TO BE PA NTED ). I HR RATED PARA . OR SHAFT WALL 3 400111 0)1 GA FILE N LLMET12 W/ 8 -1I BATT N SA. (TYP). • E 9 TRUC LMAL S TEEL 0 0+41-84 ❑a A' x 14' C ONC RETE C OLI2419 W/ 2-h ' COA TS 6510019 STUCCO PA INE D FINISH OLY DON NL' IDER SEE MEET 4900 FOR SI.S. CONTRACT OR TO PROVIDE MOP DRA WIGS FOR A PP RO VE.. ODOOR RRYER NOTES: L ALL INTERIOR WAL LS W/ CABINETS OR STAIR RAILING S TO BE P ROVID ED OAS I0 PLY 0 1000 OR WOO D B LOCKNG. 2. A LL BE DROOM BATIM0 1 L (14648 Y 4 KITCHEN 6 WAL LS TO REC EIV E B ATT 920 5SWATION Y PE 3. A LL T ILED W ALLS TO RE CEIVE 54 W 6'-'RO0K' BA CKI NG OR MIA - 4. AL L INTER IOR DRYWA LL TO HAVE LEVEL V - FNI9H. 5. ALL EXTER IOR W ALL TO BE FILLED LW ' CO REF ILL 509' OR REAL MOTE: TO BE NSTALLED AFTER EXTERIOR OP BIIIDING is SEA LED). VE RIFY W/ OWER W INTERIOR WA LLS TO RECE IV E 1-U ADD I0ONA L LAYER . 462,13041. S' 44ID BARRIER 'HO MIA .60 1E' OR EQUAL AREA CALCULATIONS GRO G. FLOOR A/C (NCLI0918 POOL 8122 6.636) 2 I/2 CAR r.A 11(-F C OVERED MONT E NTRY RE M C OV ET ED POR CH G ROUND FLOOR A REA UNDER ROO F SECO ND 0.0 00 AREA RIDER A/0 REAR COVERED POR CH 6EC O0 ROOK AMA DOER R OO F TOTAL AC FLOO R A REA TOTAL FLOO R A REA ENDER RO OF 3.11 SF 145 SP H5 SP GP SP 4.959 SP 2035 MF 431 662 6 SP 5,109 6/F 1,464 6/F FR OM 1R ELL1 TERRACE 20 6.F FEAR TRE LLIS TERRA CE 20 SF NOTES: L DO N OT SCALE DRA WS.. 2. FELD V ERIFY ALL D9IEN 910USI 3. CONTRA CTOR TO VERIFY A LL EXISTING C00RI0N9, AN D N OTIFY A RCH ITECT F ANT D I. ..F ANY 2.1)428,805186. (SEE GE NERAL NO1E0) 4. A LL AREA C 4C ULATI05 ARE A PPRO X. 61 VELOCIT Y IMP AC T PROD UCT. ', OR EOIA L SUM. S LIM. DOORS W/ LPL E. G.42G - TOBE IM PAC T RE SISTA NT AND C OMPLY to/ ALL D ADE COUNT IMA M A ND WINO CYCLING TESTE D R EQUIREMENTS. CONTRACTOR TO PROVIDE C ERTIFICA TE CP CO MPLIANCE (TIP). - /C OLOR - WHITE) - OR EWE. (V ERIFY U/ O WNER ). 63 '001' SING LE HAZYG, FIXED 4 CA SEME NT (6EE MEANS CP EGRESS) 4U01. WI0PW3 TO BE IM PAC T R ES ISTANT, 'LOW E. G LASS (SE E ENERGY C ALC ULATIONS) AND COMPLY WA LL D ADE C OUNTY IMPACT AND WR 0 CY CLING TEST,. REQUIRE.ES CO NTRA CTOR TO P ROV ID E CERTIFICA TE OF COMIPL14NC E (TIP) - COLOR WH ILE (V ERFY LLY MIER). 63 EG RESS TY PE 44 940 04 9N4LL BE OPERAB LE FR0T1 THE MICE En WITHOUT TIE WE CP TOO LS AND PROVIDE A CLEAR OPENING OF NOT LEGS THA N 20' W/ 24'42 !. 4K0 5.1, 50. FT- AREA 11E B OTTOM CP THE O3 E34MG SHALL BE NOT MOR E TH AN 44' FRO M THE FN 19H FL OO R LEV EL NO R SH ALL ANT PART CR TE OPER ATING MECHANISM BE PLACED H IGHER 14.1 S4 ' FRO M THE FN FLOOR ❑ OV ER HEAD r evers DOOR S AR E TO MEET DADE C PNTY WR0 CYC LIN G A ND MALT RESIS TANT TES TIN G R 0IRETEM5 . CONTRA CTOR TO FROND E CERT. O cor rt iame. CF 5E T D OOR`. FOR DECORA TIV E 'BOR4L' APPLIED PANELS OR EQUAL (TO BE SELECTED BT OMER - SEE EXTERIOR ELEVATION . 65 'i/ RAISED C ONC RETE R AM WATER EDG E MO TE, PAV ERS TO BE INSTALLED TO TIE 64808IDE O THE G ARAGE DO OR. ❑66 MAC H r-eoer0 DOOR TRACK 1454 CO NT. 2 x 6 P.T. WOOD BUCK INTO FILLED CELLS IL/ i/8' DI4 51 218890 8 BO LTS AS PER MAN.. 5PE CFIC IN STR UC TIONS 4 SEE 91RIC1R 8L DR4WPG6 61, A1TO-IATIC reRe rs DOOR OP ENER U/ LIGHTS (TEE ELEC T. D RAU11.6 2 86 AUTOMATIC G ARA GE DOOR BUTCH 69 IN TE RIOR C ANAGF DOOR TO BE 20 MN FIRE RATED DO OR U/ C LOSURE 164.6 TO BUTLER'S PANTRY - 36 ' REFRIG . CR EQ UA L (STY LE AN FINISH ELI TO BE SELECTED BT 0 4E RJ. R ECESS E LECTRIC AL P/1LE 16 AN D 6WH1CN B OXES M NOM HP Lu 1 FIRE RATED PA RTITION SHAL L BE M ETALLIC W ITH 4 SURFACE NOT TO EX CEED 16 9O M A ND TH E SURFAC E AREA CP THE BOXES MA N OT EXCEED 00 60 IN FER 00 SOF T OF WALL SURFA CE BOXES LOCATED ON 16E OPPOSITE BIDE 142E P ARTITIO N SHALL BE SP ACE D 24' APAR T. MINI -SPLIT M r e o2rs _ MI1S81&H1' 08 E¢4A L - SEE MEC W4N021 DR AWINGS F08 SPECS. 113 BUILT-IN NIC HE WITH SHELV ES - 2'-618 x 3' -6'24 x 1'-6D. (VER IFY 610E AN D LO CATION 63114 0W2ER/DE5K#R). 36' H M49 PIPE R AIL (l 10' MN DIA) W/ PA NTED WEE REIM - LLI . AT INTER IOR GARAGE STE PS. BB= C LE ANED TO C LEANED AND PREP FO R 17.0 F EPDXY 8.609 SY STEM 1.1 E3 0XY-0 O4 T'- GRAY 19114 B LUE B LEND CR E0AL - VERI FY 6(14 MSGR . 116 16' x e' 5TA041588 STEEL INSULA TED FLOOD VEN T BY 'SM AR T V ENT' MM. • 840 -50 AT P ERIMETER WALL - ESP. PO LLDER C OAT FIN ISH (COLOR GA TE (INSTALL AS PER MMAP. 8PEC0) - TYP . CP 4 AT ne34 r-F ARE A MOTE : A MN CF 2 OPE NINGS WSVIG A TOTAL .AREA NOT LEN3 TH AN O NE (I) INC H PE R ONE (I) SQUAR E FO OT ON PIK ERS!( SID ES CM EACH ENCLOSED AREA ALL OPIGI C.5 SHA LL BE O NE M FOOT ABOVE ADJA CENT GRA DE 4 B ELOW THE B ASE FLOOD ELEVATIONS). E4 ' RA ISED C ONC RETE WHEEL STO PS. TYP. • 08641. 8 TB 11541 -SPLIT C OFFR ESSCR - MI1S818H41' OR Eau, - SEE FE CHANIG4 DR4WNG5 FOR SPECS. 15 ALLW VEW DAT PAV ERS TO BE ON I' LRE6TO'E 64EENI GS W/ 6' L3E ROC K B ASE. C OMPA CTED TO A MN S. D ENSITY - SEE CIVIL DRAM.. AND VE RIFY W/ TO M OF G ULF STREAI ❑ 80 KNE TIC0 'CP 5ERE9' C 135 P 2(SO FTENER WITH TAW+ ESN 4 CP213F CARB ON FILTER - W ATER SOFTENER SY STEM OR E4 - ®'D ROP N 110' (TE RMS. BY VIC TORIA 4 ALBE RT') - STYLE TO BE SELECTED BY L 1UER (RECD VER IFY CL84 0440E S / FAUCE T.. ® LAV. (6TRE AND C OLOR TO BE SELEC TED BY OU EW. 83 W ATER CLOSE T vERFT 4Y OVE R F E LE CTRIC R EQUIR ED - )51T LE M0 C OLOR TO 5E SELECTED BY CREW. ® CON TR ACTOR TO USE 11' BEVEL EDGE 'WART• CMN TERTOPS FO R 411 BA T ROCMU AN D LAM , RO OM - SEE FMB H F TOR SP ECS. ,17.-d .REVERED 55 401 EN CLOSURE GLA SS SHOVER EN CLOSED4 DOOR V2' 1EL MN T 410GE56 UV B RUSHED CH ROME C LIPS . MOTE: TIE TO NAV E L A LE S L0.G Ci.A 96 DOOR, BT '0810GN AL :R A'ELE59 SOWER DOORS' OR EQUAL). / BEDR OOM ri BE K OOM N T ELEV. S R'-0' APR. PROPOSED NOTED SECOND FLOOR PLAN B1- 841 TILE PLR . TO BE N ON -SLIP. A LL M OLLER MRS TO BE REC ESSED 4' B ELO W 55119+4 FLOOR4 S LO PE TO DRA M SE T M N R PAN - 2' TOPPING AT SEC OND R.00 R TO BE 5LMMA TED AT ALL BHOLLEFE. ROTE: GR OINS, FLOO R 6 TRNCT NRAL BLA SI 2' NON -SLIP M ARB LE -.._. _9 RR TO 5 LO PE TO DRAM SET BT -.. M SH O4ER PAL ALL MAR BLE TO BE PLAC ED ON 524' 'DVDC K• (TPA 9( 4FLOOR ING • AREAS TO R ECE IVE TILE OR M ARBLE). ❑86 20 94 x 20 D TILED BENC9 W./ 646' DURDC T8.' OV ER 3h ' 20 GA META L STUDS• 10. 0. ,1471 BUILT -N SHO WER +ELF MN) - 0 x 6' x 5' (VERIFY A LL ILL LOC ATIONS AND S IZES LLl/ OWEW. ❑ CELL.. MOUNTED OVE RHEA D RAM MOILER YY WALL HONIE D HA RM. GAMER NO BL E (IYP. M ALL 9A TH ROOMI81 - STY LE 4 FM IS4 TO BE SELECTE D BY OVER ROVED OUT DRYWA LL 6' TO 5' FOR P UO'8IG STACK ❑EV ERY BATHRO OM DOO R LOCK &HALL BE DE SIGNE D TO PERM IT NG OPENIN G OF TE LOCKE D D OOR FROM THE OU TSIDE IN A N5)005) 1' . OU TDO OR 6H0 RER U11 DECORATIV E WALL WV 6'5 4' DOMIN ICAN EL C OQUINA A CC ENT 5.4173, I' x 1' A ND 6' x 6' DE CO RATIV E CER AMIC TILE SHOWER W ALL WV 941015R HEAD, ROOT 014 59 A ND 4CCE81 0RIE5 - ALL M ATERIA LS TO BE APPROVED AND INSTALLED 44 PER MANX. SPECS. - FOR PRICING O LT - 4681110 OUTER / IN TERIOR D ES IG NER % 6 x 6 ALUMNAE SCUPPER - TYPICA L AT O 44D 00 R &HO LLER P RIVACY WALL ART -1.1.1 V ERIFT® 056 0068 ON NE E LOCA TIONS. LL/ OlN@R 4 INTER IOR sy VAULTED C EILING (6EE 50.0CIED CE ILU . PLAT FO R N T. A0 EL MA TERIA LS) 91, 8 '-0' FLAT 035 45411 (5E E 51ILDIG &6011045 ROM ELEVAT IONS). ElSEE R 01001 (EN 1AISD FO R ALL WALLS. C EILIY6 4 FLOOR COVERN08 4 BUILD,. SECTION S. ❑ 9HELL-CGMOD TRA CTO8 TO PROV ID E 40 011(NA- BLOM WOO D TRU SSES FOR 4L ELECTRICAL FIXTUR ES - TYPICA L AT ALL VAL TE D C EILINGS (VERIFY LL/ OVER INTERIOR DE&04ER ON ALL IN TERIOR GEILR. FIXTURES AND MIME. SCALE : 3/16" =1'-0" ❑ BAVARIA FMnOI ECLIP'SE' ELEVATOR - 38' x 54' x S6' 11 808 0(0 5001858858505141(44, ELE VAT OR LS NONE MEWED DRIVE '9T LAN,' OR P.6 IN - RN CAR U/ OPTIONAL POCKET GATE (GA TE STACK - RAIL 61DE4 MN4G GANT P ANELS U/ AP PLIED MOLDINGS/ 4 u1 -HAT S/ 56 N 4xDRA(L5 OR EQUAL. - V ERIFY W/ 01NER / DES.NER ON A LL MIME S 4 P ROV ID E SHOP 0106 FOR APPRDv4L (NOT E, O FFSET D OO R / D ODR JAMB TOWARDS EL EVATO R FOR C AR TIMER -MD (3' MAX). (NOTE: H0(9TW47/ FILET NAVE A MNIMII 82 mm x 52 nu •46' X 6.14 LO CKAB LE AC CESS 244544 (PROVIDED OY O AVARI 4 CON CORD OR EQUAL LOCA TED AT 116E TOP OF 116E H015T14Y . L OCATION MGT BE MAN AREA 04104 W ILL PR VIDE P0 CE66 TO THE ELEV ATOR D RIVE ASSE MBLY BY THE MAMA_ 801088 G RADLE KARLA/ L0 4ER IG HANDLE WILL B140 LE USER TO O VER'PL ER BR AK E AND CUTER CAR W11 4L8 BOD ILY ETRY TO TM 9WAFW AT4 ® ELEVATOR M AS P ER HA VF 4GT URER 6 PE CFICA114N5. 02 CU STOM 016101544814 54001,456886' OC. vE RTICA A BOVE BUIL T-IN CABRETS AT 36 ' AFF . (ROUSER CABINETS OR EQUA L). BE AD -BOARD BACK GALL PANE L AND MAKER STYLE DO ORS OR EUA L-V ERIFY LW OU6ER .4 STYLE. LOUV ERED PA 60-14111 STAN GRA DE WOOD. VGW MI 1642 04'690EBK #R F /TAPED O2 PANT ED - PRO VIDE S HOP DR8 ILIYG6 P RIOR TO FAB RIC ATION. 1m FOR ANY 4 4HE L S.00 R OWLETS ON EIT HER FLOOR C ONTRACTOR TO VERIFY STY LE AND E XACT LOC ATIONS W/ OIL ER AND OR NTERIOR DESIGER FASO CUT W IDOW 6YN STR100*4L CONC RETE 9LA8 (0'* • /Ao 4 -010 8ER 10111 L. P O.TE T4YLENE VAP OR BA RRIER 0)4 WELL COMPACT ED FILL TERMITE TREA TED.10014 PREPARATION - G UF8 4: 4-1C' UH - 5 GA- PER 0 SF. O SLAB AREA 5 GA- CF 0-0 ' +REAR FT OF 7003054.. Al FTNG9, SLA BS 4 605 ERED PORx4 F5 TO N AVE 0 ML PO LYETHY LENE VAPO R 84 R21ER - 0E RFY W/ STRU CT URAL D RAWINGS. 54 8 C EDAR TRELLI S JOIST W/ SHA PE D DPrro4TNE T A. (P ANTED) - BEE STRICT, M.S . FO R ALL HID DEN rOAMF0T0 N5 (TYP. LLV COOT . CO PPER FL 4S1450 • TOP OF ALL TR ELLIS (511.1.1 - CONT RACT OR TO PRO VIDE A LT. PRIC E FOR AL..M TRELLIS - COL OR WHIM. 2x2 64S CLEAR CED AR SLEEPE RS • U• QC. - PANTED (T IP. AT 241 T REL LIS LOCATI ONS). P TI MAFT ®3K' 345' STEEL COL UO, SEE STRU CTURAL DU.6. FO R SPE C'6 . 4 PROTECTI VE CO ATING - CONTRACTOR TO P ROVI DE SHO P D RA WI NGS FO R AP PROV AL ST AMLE5 5 STEEL NW ( VERIFY IV METIER/. ® I 80E R COUNTE R one REF. (VER. 0 WH EW. 10 UNDE R CONTER ICE M 4ONIIE ( VERIFY III USER COWER REFRIGER ATOR (VERIF Y LW OWE R). OUTDOO R 0104-11a4 BN T A1+ 6KAST' OR E 0U 2L - 6T4I LE5 6 EL SOFT CL OSU RES 41/ +SET SHAKER STYLE D OORS / CH ARCO AL GRA Y 4 GRANITE 0a541 ERTOP6 - CO NTRACTOR TO PR OVIDE 940 P 0809. FOR A PP ROV AL 36 • AL FRES CO - LP - LNURY D ELUDE GRILL - BUILT- IN OUTDOOR BARBECUE GA LL - OR EQU AL -V ERIFY- U/ LOVER En SEE ME CHANI CAL D RAWRG9 FO R KITCHEN EL E XHAUST VENT STACK 16 'SPARK' LP - OUTDOOR BUR NE R 5Y6TE11 BY EL FIRESI DE OR EQU AL . .4.5 RRE- PIT0 UB OUTDO OR CO ,E RED P ATIO TO WAVE P1A 4T0M EE001145 SCREEN MOTO RIZED S YSTEM 4 NFR0AE S CREEN' BY AMERICAN SCREEN SOLUTIO NS' OR EQU AL - N5TN 1 Fn AS PER MMIF. 6PEC ;I CATION6 - OR EQUA L (CONTRACTOR TO PRO VIDE SHOP DR A4M.S FOR A PPRO VAL). N AL POR CNE9 TO RECEI VE ',ONE PAVES' M.06E1 BT 'ARTISTIC PAVERS' OR E QUAL. NON-5 LIP 18( SQUAR E FD rs AT THE OUTER EDGE DE CK TO BE HJ D0ET O VER 125' LIQUID )41 4154x3RW 4-11u ON CON .. DECK'8K ALASTIC 10/16 OR ELL MEG SAM PLE FOR OWNER / W ERE. DESIGNER AP PROV AL). CCEMATO R TO USE A POL YMER MIODIED. N ONN EHi06,x-63 r5 M'WD8ET OR T4I0Er GR OUT. IIB 14' x H'(3444 CONCRETE COL0 INS 164 h' 2 -COATS S-IOOI H 10001 PANT ED FMIOH 4 RAISED STUCCO BA NDING AT TO P AN D B OTTOM OR EQU AL - SEE T YPICA L D ETAILS F OR PROFIL ES 4 STRU CTURAL DR AUPGS . IIIIIIIIIIIIIII_ STARS 91 49 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IB Q0 Q 2'-0' HGH DP C/ TRAT VE 4U UNM R AILING IW C HI PPENDAL E ELJ P ATTERN W1,' P OWDE R COAT FM. (COL OR- AMER BASKET GEM 2040-40 551 1 - ON TOP OF LOU WALL - PROVIDE SHOP D RAWM G6 / SAM PLE . BY 'JC IRON ORNAMENTAL WW OR EQUAL. 4 )MNNN DE CO RATIVE R AILI NGS W/ CHIPPEND AL E 74115RN ESP. POLDER COAT REIM (C OLO R EIMIER BASKET GREEN 2040-40 EM) - TOP CPRAIL MN 3'-6' WIT H PICKET S 2PA. C'FD TO 9IX LOPA SSA GE O 4' S PHE RE ( BOTT OM RAIL MAX 2' AFF. - 'MP)- PROVI DE SHOP DR- AM (STYLE SIZ ES AND [MICA SAF ETY / SA MPLE). EI Y'JC ORNA MENTAL IRON WORK INC' OR EQUA L 05 005 811 452812'10 41 281' '4 0 OR44ME4T4 IR ON WORK N C.' OR E O. (C OL OR 9r t2 R BA SKET GREEN 2 040-40 B1 - ESP 304089 CO AT MIND - NOT E, GATES TO BE SELF-CL09I., SELF LAMM ING LOOM. G ATE MN 48' HE (16 LAT CH LOCATE D A MN CF 54' M. ABO VE BO1T. OF GATE) OPEN M T HE O UTW ARD DIRE CTION MP. OF 2) - PRO VI DE SHO P DRAG... F OR APPROVA L 3'-0' HIM 8' CONCRETE BLOC K C OU RT YARD ENT RANCE WALL W/ PAR OF DE CORATIVE Y -S' s 4'-0 • GATES LLV 9UY18 5 34•XFT GREEN 2040-40 PM _3V4 P E SP. P0W0ER CO AT MINX W/ SM OOTH S TU CCO F NIS4 210 STU CCO CAP ON WA LL - PANTED -PROVIDE SHO P DRAMIG S SEE STRUCTU RA L DREGS. SEE EECTRC4 DRAW'IGS FOR ALL EXT ERIOR APP ROVED ES 4 S PECS. MOTE: ALL FIXTURES TO 50 BE APP ROVED BY 4tER / NTE RIOR M GER P RIOR TO PUR CHASES. CONTRACT OR TO PROV IDE PRI CE FOR SS IM HOE TO RECEIV E 6' HALF R D)0 COPPER IEEE 54TH DE CORATI VE LEADER C ONDU CTO R HEADS TWIT' DECOR ATI VE GLITT ER HANGERS / BR ACKET S, - 4' FOND DOWNS POUTS - RAMBAVE R GETTE R SYSTEM MC OR FO G PRO VI DE KI CK OUT 5-46 +415. TO DIVERT RO OF W AT ER E LI FL OW AW AY F RO M W ALL QB SE E RO OF PLA N FO R BUILT-UP CRICKET FO R P OSITI VE DR8NA OE - (NOTE ALL C RIC KETS TO HA VE MN 2 LAYERS SMOOTH M OD1 5ED PLUS A CLASS 'A' MO DIFIE D C AP SHEE T - T IP ). Q8 RAT PR OFILE INTERLOCK. CONC. R OOF TILE BER•IIDA 9' FL AT BY 'EAr 4 F ROOF TILE, NC' (COLOR MITE 51 0019) OVE R 9 0' F ELT H OT MO PPED ON 30 • WIT TIN -TA GGED TO 1Y32' APA RATED EXT. G RADE PL YED. SHEAT H.. INST AL L AS PER R OOM SPEC' 8. RY P) ( NOTE, AL L HIPS TO H AVE MITERED CAP.. ®BLOCK WALLS HOG 2ND 0.COR 4 14YX: CRICKETS TO BE PROTE CTED WV DIK E IROOPIm' BY 8K A OR EC LAL - NSTALLED AS PE R M AR; SPECS. kiTI 2 x 2 848 CLE AR CE DA R MELLIO BATTER - :ANCA P AI NTED (TYPICAL SIDE AMOR / G ATE). BE 6 646 SM OOT H CL EAR CEDAR TR EL LI 6 6E 2M1 - (TIP. • SI DE ARB OR / GATE. 6 x 6 MS 9+1001(4 CLE AR CEDAR COL )'54 POST W/ B 3 h' CHA -IEED 0055855- PANTED (TIP. • SEE ARBOR / G ATES ® FREEZER BS H' x S• CON CRETE COLIPN 9 IW h' 2 -COATS SM OOTH STU CCO PANTED FINI SH 4 RASED STU CCO BANDING AT TOP AND OOTTCM OR EQUAL - SEE TYPICAL DETAILS FOR PROFILES 4 STRRCTURAL M AILIN GS . 1045 E ast Atlanti c A ve . Suite 303 D elray Beach, Florida 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR 403 954811344. BIDS PERMIT 0462 08 CONSTRUCTION PROJECT TITLE m d N U architecture, planning � and design 1- u 41 44 Z 0 N a 8 41- SINGLE FAMILY 0 RESIDENCE Z 0 0 W } 3 0 0 } 0 0 DATE DRAWN BY 11.01 .22 I GE/JH NU MBER 0 O DRAWING NUMBER A2.01 N 3400 POLO DRIVE, GULF STREAM, FL REVISIONS NM DRA KE 6 N OT FOR COBIROOTOL T 16 3 BEEN IM ED FOR GOv13R IEN141, FEV®8 AN/CR PR1 MNA RY PED YG QLT. FILE NUMBER 503A201N DRAWING TITLE PROPOSED SECOND FLO OR PLAN (NOTED) 20220503 RA T DECK ROO F TO REC EIVE, JOIN M ANNLLE EGG PLY - HOT M OPPED M ODIFIED BITUM EN MINER AL SURFACED ROOFING SY5 0 - AB P ER MA LFAC TIRER SPE00.CF ICATIONS . • FLA T PROFILE INTERLOCK, CONC. ROOF TILE BERMUDA 0 FLA T BY EAGLE ROOF TILE. INC' /C OLOR WHITE 9TO OTH) OV ER 900 FELT HST 9IOPP ED ON 30 0 FELT TN -TAG GED TO 7/2.4P. 4. RATED EXT. GRA DE PLTID. SHE ATH. INSTA LL AS PER R OOM SP EC S. MP/ (NOTE . ALL HIPS TO HAV E MITERED C MG ). BLOC K WALLS ALONG 290 FLOOR ROO F CR IC KETS TO BE PRO TEC TE D 18104 'B UV K4 ROO FPRO ' BT SIKH OR EQUAL - INSTALLED A9 PE R M AW , SPE CS. W OOD TRE LLIS . RE FER TO ELEVATION FOR DETAILS . n n n I `Fmnr71 11=1=I=IE1 I II�I�I�I�I ill I 11 1 1 I II_1_I_I_I 1I_1_1_I_I 11 I 11 11 11 1 I 11=1=1=11■1 I 1I 11 u u u u C ON1RAcroR TO P ROV IDE 0510E FOR 'DIME HO USE TO RECE IVE 6' HALF RCWD C OPPER G UTTERS 21914 DECOR ATIV E LEA DE R 0 0UC108 HEAD8 -(W14 CIF F-oRATIVE GUTTER H ANGER9 / BR AOCETB ) - 4' ROBED DO4840PO UT6 - R AN SAVER GUTTE R SYSTEM EQUAL CON TRACTOR TO PR OVIDE P RI CE FOR ENTI RE H OI10E TO 50 0CEIV E b' HALF ROUND CO PPER CUTTERS IU0 H DECO RATIVE LEAD ER C r5HD 0R HEADS D EC ORATIVE TINIE R H ANGERS / 5 0571 61 - 4• ROIl10 D OINSPO NTO - R4INDA VER GUTTE R SYSTE M N C. OR EQUAL RCKF ATTIC FLO ORRIG TO 5E 2302• A PA RATED STIRDI F LOOR 12 6 SHEATH!. - GLUE N NAIL U10 10 D NAIL • b' G C. * FmO Q d 1 ' 0 .0 . FIE LD O VER 2 x 8,4 • E. O. - BEE STRUC TURAL. DR AWINGS BEE MC l/ D RAWN .6 FOR 24 • 36 AT TIC ACCESS K ITC HEN EXHA UST VENT PAN EL 8E E 1,0012 PLA N N StAC IC. 9n REF LECTI VE MILT. R AN pi '' 111 ©1�C1 ' —/ I _'',_=A_,dkl, ► ,wim_ r....mw r 4, RWE ilil graffeff rAilimm- 1 _ - �r � (CND q (14) . 0a 5 LOCK WALLS ALT. SO FLOOR H ROOF CRICKE TS TO BE P RO TE CTE D W/ .8 116. 4 R OO FPPO' 01' S IKA OR EQUA L - N5 TAL LED A6 PER M INI, 8PE0'S, BUILT-UP CR ICK ET FOR P OSITIVE DR4 NA r.F - ND,. ALL C RICKETS TO HA VE MIN 2 LAY ERS SMO OTH MO OFIED PLUS A CLA SS 'A' MO DIFIED CM SHE ET - TT PJ. ROOF ATTIC FLOORIN G TO BE 2332' AEA RA1 ED 811001 FLO OR T. SFi4TH8. - GLUE 4.11_6/ 1 0D NAIL • 6. 0G EDGES N 8. 0. FIELD O VE R 2 x 8' e • I6. OG - BEE 0TR1GTlR4L 08112106 PROPOSED ROOF PLAN SCALE : 3/16"=1'-0" 9p 00 64. 000 W0LL8 ALONG 2ND 0.008 H R OOF CRI CKETS TO BE PROT ECT ED WV'8K A RI/0,RO. Y 80. 4 OR EQUAL- - I NST ALLED AS PER MG. SPEC' S FLAT PRO FILE NTERLOC K, CONC RO F TILE BER 'ID A 9' FLAT BY EAGLE ROOF TILE. INc .• ( COLOR GUM S MO OTH/ OVE R 9 00 FELT HOT MOPPED ON 30 0 FEL T TN - TA GGED TO L. APA RATED EXT . GRADE PL YU0. SHEATHE. I NSTALL AS PE R ROOF'. SPEC S. (TTP.2 MOTE, ALL HIPS TO HAVE.nIFFKD CAPS/. PA RA PET WALL UV 2 COAT S 5/ 6' SM OOT H SUNOCO FINIS H PAINTED. WOOD TRELLIS. REFE R TO ELE VATION FOR DETAILS. N OTES: L DO NOT Fe.A1 F DRAIMNCdI 2. FIELD NFIFY A LL DR£NSICN51 3. C ONTRACTO R TO VE9FY AL L EXI5T NG CON DITI ONS. AN D NOTIFY ARCHITE CT F MY DIS CRE PANCY UV D RAWINGS. SEE G3ERAL NOTES/ 4. ALL ARE A CA LCUL ATIONS 4FE AP PROX . i �•ii LEGEND: INDICATES 10' ROOF 0 0584 4'0 AT OR S. , FLOOR AND 7.- 6. RO OF O VER HANG 4T S ECOND 8.0 09, H OUSE TO HAVE 6. ROOF SLO PE NOT E, CONTR ACTOR TO PROVI DE ME CH ANIC AL . AND 1( 0198 F ABRICATO R WITH ALL THE A PPRO PRIATE DRAW N 6 FOR CC ORDNATION OF DUCT YORK PENETR41ICES . T'- 4801)THE STRICTURE (TY PIC AL/ NOTE. RO OF ATTIC SHALL COMPLY 40 FB C - 2020 ED - ATTIC SPACE. N OTE. ROO F TO BE ' C, OO, D S YSTE M. USING BLGIN ON R-70 '10YNENE' IN SULATION BY G ALE INSULATION' OR E QU AL TO THE UN DERSIDE OF THE RO OF S E41NG (11) 2 N (3 z architecture, planning and design U 1045 East Atlantic 44 56 . SHit6 303 = Delray B e561-27ach, Florida 33483 UK TEL 6-6011 R' FAX: 561-276-6129 W ISSUED FOR Avrawe 71AL BIDS Z � PERMIT 0162012 N N CONSTRUCTION 3 0 0 PROJECT TITLE SINGLE FAMILY o RESIDENCE (3 0 Z� Z /0 41 N 0 0 a 3400 POLO DRIVE, o GULF STREAM, FL DI REVISIONS '0 a 51 (3 TM MAIM 810101 0800, 61941704 It WO 04134165.1E0 FOR GDhR1E1 .TAL IEVE91 AmroR PR ELITNARY FRCI0 01.T. } � FILE NUMBER W 503A202 D_ DRAWING ROLE • PROPOSED • R OOF PLAN Z W 13 0 O DATE DRAWN 8Y `) 09 .19.22 I GE < ~ JOB NUMBER 0 20220503 (NOTE ALL '10 10010 FOAM' TO BE PR OTECTE D WITH DC -318 C OATING 46 PER M4N,AL TUPE R'S SPECIFICATIONS N THE FLORI DA BUILDING CO DE 2020 - ONLY F M ECHA NICAL EQUIP. IS INST ALLED N R OOF ATTIC/ M DRAWING NUMBER A2.02 N TOP or RIDGE ELEV. • 2.9.-0 ..P. ZIPPER RO OF PEAR . 16KMT ELEV. • 21-0A PR. TOP CE 2. 2FLOO R 00006 / D OORS ELEV . • 20 '-0' APP. TOP OF PAR APET ELEV . • I4' -O' 444. TOP F 2207 FLOOR BTR IC11400 V ELEV . • Q'-0' 4FF. .06 WEER FP MAR. HT TELE V• 20-0' AFF. `___ TOP F GROUND BO OR Y ELE F. TOP F G ROUND PLR LC Td.I¢1c S LA P Y ELE V. • 0-0' AFF. ELEV. • (.0 00' NAVDJ N SEE CIVIL DRAGS Y E A F"..n ELEV. FF LEV. • . ELEV • TOP B . TOP N AVD PENA E LE VATION TAE ZONE ) LE'2 • -2'-0• BFF. rtC N AVDJ -9- HAND PRESSURES ( PSF ) EXTERIOR D OO RS, WINDOWS, W ALLS, COM PO NENTS AND CLADDING TRIBU TAR Y AREA (t)2 ZO FE (4) ZOtE (5) TO TO PIT VE 411 2 42.7 1 21 TO 50 836 4066 SI TO GP 2686 -46. 12 GI TO 150 36.66 BI TO 260 355 2 GE R NOM REP A8 ART OR O W.2011111.124 DO'RW.2011111.124 WO FR OM A NT WIRE R OF / ALL OVER LOC ATIONS ARE DEM.. SITE LIG HT FIXTURES )BY BE VOLO LIGHTIN G OR EQ UAL) PAINT LCCCND • ALL 6I. aA CE ° TO BE CLE ANED 4 P RIMO AB PP R BEARIN PIC O. OOUTGO. w a1 M EWED G. (MA N B OB* OP ROU .0C 3TE / FASCIA / 0 STARED Owoo now.. am POOR GAR AGE, IND BT aAIE R ©5 rt E RAT n E R 0 RATETGR .EEN'N040-40 Rn L... ADJ.. O OUTDOOR LIALL er. e. H OMED GAS GLITTERS AND GA TE -1N Ha19E ENT RE, TBD 1=I SIE TE AD 4000401 O uMFMED S. Tl'P .IloOe FOnvE, tvo NOTES ALL C .D. ARE PR ICNG PU RPOSE S FOR LIGHTA LL FOO IRES APPR OVED BY BY PFRO DE SAMP LE S FOR n / APPROV AL CARER I TO EN DFd oR O RER EXTER IOR STUCCO: META L APP LIC ATIO N SCRA TCH pW IN SLEFIC.T W UYO1 SURFACE. PRESSUR E TO KE R ET LLELL RIO LA. AF TNIT.. SET AND I 2. APP LY B ROUN C OAT AFTER SC RA TC H COA T NAS BET FTSI AD HA RD A ND H AS B .1 Tp AKME IED TO TRIS SUR FACE 26140. 26140.1THE USE F A. ADD ITIO NA LW ATER LEA VE ROYN O RECEIV E F R8511 C OAT. 3 GGTIN C OA T EVEN LY PR IOR TO A PR C AT W F MINA COA T. APP LY PRA . COAT A ND B RAG PR. COA T TO A TR UE, EV EN SURFACE. PNISNED AS A PP ROV ED BY OSIER. 116 TN C OAT RC. CW!MO RE-A APPLY Tun l21 COAT BTYln TO COPCETE AN D.601.1. TOTAL ...SE EWE -E614. M. INWD+MN IN 1. 3. TREE IOC A ENS TmK THICS SEI.. R VE-EGHIEb ( TO N LA. APP LY TREE !MN NCH 32 C OAT STUC CO TO METALLATw TOT, lUN.R 6. RN DRIP GRO OVE S N WILCCO. PROVIDE IISN DR IP. .Es N E KTE RIGR DOORLLAY HEADS A ND EXTER IO R ENDOW E ADD. I A LL S/ READER S S A HD ... G O BE PR OviD mTH NA.1.. SLOPE OR PROPER NEDDNG RS AND AL CRA PE ISOARO SI.L L BE C ELLO .. 8 14.PE FORM 2614 CE LLO.. FE R 04.1211C YCN S AD 7E TE P ER °PELFIC ATKF 'D OR R OC AS EKTER IORS 'YTHrNIGH R .VALLE S. f'S' / C P' PN 1 APPLY EIERFOA4 P ROR.I.A L FOAM SEA LANT. TO FCR1 A pw 8 A BnGIS WATER RES... PPFPOAT S FA ANT A MEN Y1py GC. EFFICIENTLY. TO ALL MATERIALS F OR SPEC.... AN D ,-IT. AP PLY SPRAT.. 227010 F 6:NP COA TING UTC-S0.6- OR A TO76193 6R AE IB m. NOT 61LF S.OR WHERETER A uGw.Y DUR ABL E G. MOLD PINP""'F ..C TT M C.OfB; A ND CD "R`�' RDBIa.I`OR HES IBE Pt AP O A NT ELEVATIO N NOTES A TOP F R IDG E OPFER ROO F S EARS. 4, NEC. .. 21-B AFF OP F 2ND FLOOR LLMOOL6 /D OORS 9 5 TO P F 2ND ROO K RICTIIR E 0 ELEV. • I2,0' APP. \ LOW ER ROOF B EA RING s { HEIGHT TOP F GROUND ROOK 6.111810 0111000. T E LE V. • EP -0. AR P. TO P F G ROIASJ FLOOR CONCRETE SLAB 1' ELEV. • 0-0 ' A PR E LEV . • (1500' NAV DP• B EE CIVIL DRLC 6 1040M540100.. ELE V. • 7 B FF . V • '(42' N ELE. TID' AV D FRIA ELEVATIO N (AE NG.) (.6 0' ...VD, --9 PROPOSED NORTH ELEVATION FLAT P ROFILE NTERLOCKG COS. RCS TILE xmDA S. RAT DT CONTR ACT OR To FRCS FOR ENTR E Ha EA GLE RO DE TILE . NC : re aae PETE moon s PER 90•r HOT 10 A ,.6' HP RECORP.. CRaO GU TTERS wrtH D ECOR ATIVE MOPPED OI ...FE LT TN -TAG GED TO EMT APA RA TED EM. GRADE LEAD ER C ONDUC TOR HEADS -M TN DECOR ATIVE GUTTE R W. VGER S / INSTA LL AS PER RJFG SPEC . (TYP O MOTE . AL EP S BRA CK ETS, a' F7060d EBO DN EPaIA OYST - RA NBAVER G UTTER SE CM TO HA VE MITER ED S A WALL W PA IR F D ECO RATIVE 2'-B ' x COA T HYN C MTY AFD GTEN 0040-40 S PEP. .P -le T RD - N W WIN1H 6 FN OI A0 S TUCC O SLO PED CAP - =46RED - SEE Bi151c6ARAL ,RA W1INYYd. R ALIIG W CH IPPBOALE P ATTERN W 03 Pwov[ COAT FN . (CO LOR - ar Nf}e BA SKET G REEN 2040-40 eH , - W TOP F Lw1 W ALL - PR OVID E SHOP DRAW INGS / S AMP LE BY •K IREN ORNA MEN TAL WOK• OR PEAL EAA2IWw1DECORA TVE .1.60 W .16.0AF PATTERN W ES P. 04 P OLDER CC.T `PIC KETSN INA (CO LOR BUE40 tR P ARKE T GREE N 2060-DEa - TTOR OP .1L TIN w.PIC KETSSPA® TO B LOCK P ASSE CF a• 6P1ac re OTT. R AIL MAX 2• A PE . - 61.2- P ROV IDE 6. DR AWINGS rSSTTLE SA ND DEBK N SAFETY / SAMPLE/ DY 'X ONAhxTA IR ON WOR K LE 616. ve EndT I PLIED MEE PEA. F EG RET. A L.L RESISTANT OM GLASS (HALL DA D C TRAC T U. CYC LING T O JIR E EN . CONTRAC TOR TO FR NID E CER TIFIC ATE F RW P PxwcrnOl SMO OTH 01TYr0 400500 004 2070-051.4 1000 022 .. AT ft.. 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OTTER. 011.0 TO E +n 60 A M PL I'-m'B ELOW LLGR ADE ET... • EN TRE P ERF ETER,. 23 EGRESS STALL I NCE F LEE TOOLS OP ERA BLE FROM Twe N SA.W A _EA 3.1 86 FT. Aro F /M NOT LE06 AN 20•UY4O 24T.A THE B ORON OFhe a OMEN. SHALL eE SHA LL Arc PAR OF TIE OPERATED PEC NADIM ROCIR . RAC ED .HER THAN M• PROM THE P7 ROOK 24 RON YORK NC ' ▪ on �eCO LOR N EMER GA SKET GT LC REEN 40 ION - TO Be SE LF-aDero. SELF LATartG LOC KING G .TE lrIIK ME H Tm LATC H LOCATED A MN F PI' NT. ABOVE BO LT. F GA TE , FEN IN THE wRasso D issent• - P ROV IDE SHOP DR AWN . OR AP PROVA L EFRO NT ISE .YiNAII.R DOOR INC. • STA RED 25 MAROGL ARrr Tv ERPr W OW NER ) 4 NSTA LL. DT 'C OA STA L R7RT OR En PROVIDE CERTIFICATE F CO MM1IANCE WO 4APPR OVA L R Ea1NR.- F RO ND E SHOP D RAW. FOR 01160010005/010510110'T T 126 1 LKNTNG 1.1111.13 OTL 4 SFE03. ME. AFIX TU RES TO DE OR EC IJA NON -BLIP W/ SCIJA E EDGE . 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NOTE A LL MIAOW 0'RA DER6 TO HAV E A M IN F O• R.. aRANCE P 31 COLN. AD OR ROOF SOFFIT S POVE RwGe2 32 MOTOR IZE D PAT IO a RCAi SCRE E VELUMi •N OR B RAN TON eaA,�wSTAL-ED AS PER MA NSE SP ECR ICA TI.8 - OR MI^i rC F1TRAOIOR O PR OVIDE GIOP DR AWINGS R. APPR OVAL S OU TOOOR 33 ANLIE SS EFT CLOSURES W ome n..1• 13 ST YLE DO ER.9 / °CWT GF.T I GR AN ITE CO OVI RERTGPS - .NIRACTOR TO PROD E SHOP OY'dED . R AL PROVIDE HOLE BR SEE P ETAL W ELU•BNG S4+T. - HEIGH T AND 34 LOCA TIONS O EE C COR S.STED W C RIER MO TE AL SECO ND R OO K PORCHES / TERRACES TO REFrvE NOR : E l. ' ALFR ESCO - LP - 110.16 TwI2GP GR ILL - BUILT -N OUTDOOR 2060E GRILL - OR Ed. -TER , W/OVER °TTERS rW ESP. POIID6R COAT PNISH - COLCR 38 MOOR A-D+NrI WNDC WNU GREEN 2010-00 05, W AL CONCEALED rrW'noN Am 2 SASS. SP ACER S AT D A., F GETTER FO R :NO, I. spots PLED. OR E666 LI O. IRON ORNAMENTA L TOR. OR ECG, CONTRACTOR TO P RO TTDE SS HOP DR AM. FOR F NEER AR.. ATE. RL TO DE PROT., .14 BLA CK eu nTle a S 39 Ile• 604804 00 0TH STUC CO 6 460 TTPI02 1 ARO UN D ENTRE 8/15070= C BOTDECORATIVE oE D REC TANGULAR A IMP IT LO VE R. VENT, FEED CLOS ED 11.- -DP. PC.. O AT F NENICOO R SPIER CASKET GREEN POSIT.d0SINE (BIDE TO DE 1'-2• x 1,822 AT MAN FRONT COVE RED 6it1 I CE Imo' x <� RABE D S MO OTH B TO CO SILL ❑ SOFFI T MOL DING WON CELFOAY NIGH 41 RESIN PTC-661 URENS,THANE E ASTRFER CO A.6 O Eau OA M .4.1.022 COA TED. P01-666.26 - PNTE D - CONTRACT OR TO SU MMIT .MP LE FO R APPROVAL T YP. AT REST ROGR ROF SOFPS.. • DE COR AT E OUT R.LE RS (N OTE. KEG 0411.61.23 a•,W 42 2Q ur< M N YN D6+sITY roa n NlreD A.D W 61.6 - RAINY IlTTA64 ED E E DE CO R.. T ATNG OR" . VOL ERFOATD. - FOA1SE ALANT . - CONT RA CT OR TO A PINDE61 DE F S OFFIT TO A�1xICON R OCCO F RI. I x • TG PATT ERN P RE MEDIED CEIL NG PLAN FLOOR ROOF 60 26 . Fw ..I re OO. W k' 2 - AM mOw T OT.' =-7 43 . TaleS eTuRpDAOro ST LEAND PW. DR e= -SEE TYrvu.L MTS. 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OR EaY.L CONTRACTOR TO PRO VI DE SH OP D... FO RWER APP LYNA-TT P. AT SECOND R OCK R EAR COVE® P ORCH. CONT ... COP PE R DRIP ETxE. CONT. P.T. I x2 ON CONT . 7 x a W OO. CLEAR... PA R6 A -P ANTED . P ECK WO E O REC EGEL 201.16AMI LLE FOUR P LY OT MOPPED 49 OT R 1BPLINEP ALO.LB. A.D I G SYS TEM AS PER ;, TE PLODO PRA., ..63 WALLA -{'2- 00 4. ems. VIE D FIN.. 2'-2• HT. DECO RATIVE AL .1Nn LAVER SCREEN WI POWE R CO AT FINIS H ( COL OR 613,ER GASKET GREEN 2040-40 EMU ReOVIDE 61401• DRA1W66 / 4WIRE OR MILDE R APPRO VAL TR EE CaR£R WAR N ...1,EFE. REr1BG U P � GAB. OwFm cTIE R= W/ ER= MASC.. PAeALL eT WA STUC CO DAOro - PANTE D - BEE BTR1O1wAL DRU GS. PO URM-IN- PIACE CO... CO RBEL IP PORN - roan !, r7Y r. • FRO NTB4ile aNc EE - PR DETTAIL; 61.0 00 El 53 .1 .S45a•x B' DE COR ATIV E 6D 1RD ROTE T RUSS °TRXiwA.D RA.. AND e�.026 OV A.., Tx NT 4 G REX'. CL EA R CE DAR SCE NT r PANTED2 -SEE REE EDTIVE CEILro RAN OR LAYOUT - 1 YP. AT FECNT CO VERED ENTRANCE . CONT. T 2' C ONT. 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MIN ELEV. / ELEVL EV.• •lID' NAVD FE MA ELEVATION (AE E.E) ,L (rt0' NAVD) TDP F RDGE U PPER ROOF GEARNG NE GM ELEv. • 2P-0• AP E. Y TOP F NO FL OOR 070010/DOO RS A ELEV . • 20'- 0' APP. 1. TOP OF 21. 2FLOOR T TRI CT RE ELEv. • Q'-0' APE. ROLLE R Fro. BEA RING HEIG HT ELEV . • 1010' AFF. TOP F G ROUND FLOOR 2NDOue/DOOW ELEV . • B•- 0• APP. TOP F GROUND FLOO R CON CRETE SLAP J. ELEV. • • 010. Y ELEv. • (•000' N. 7. 4 AA 6E CINL Dm.. F .B.C. MII K ELEV. YJ. EL EV. • -I'-0' BF F. EL £V. . RID' NAVD FEMA ELE VATION ( AE Z ONED (WID' NAVDJ s8 EnDR AN L cOST o' DBR+rE = PANT ED. RENSTA T W CERT. -61.214-TIN. OR o • PANTED ERTEN - BEE BTROTURAL DR/. PIEw ° uV 2 - LOAM SM OO TH GATEL 64S CLEAR CEDA R ME LEE MATT ERS r1610. 41 - PANTED r1610. 41 • EDE ARDOR ( 6GA13 6 CL EAR ®AR 1REu.15 DE.w - PANTED TT, • BOE ARBOR 62 a rt yPXTT H• CLF-ARARDD R / ACE A L. POST WI r.' CHPv® CDRETR- 63 I Mav°4C y w6LLF °OFE R - T YRFu AT OUTDOO R CROWN 3 x SIB• STEEL c ouuM AT SE COND F LOOR R EA R COV ERE D PO RCH TO DE 64H• WRAF., AR SE E 6TRETERAL DUDE Du . FO R ,e073 I W COAT. - CO NTRACT OR TO RiiN DE SHOP DRRA.UUPOS FOR P RO TEC T. NOTEa L DO SC ? SCAL E D RAWEE,. 2. FIELD TER, ALL DTENSACIN81 3. CO NTRACTO R TO Al EXIST NG ARFETEcr D RA W.. MIS e 0 archit ecture, planning and d esign 1045 East Atlantic Ave. Suite 303 D elr ay B each, Florida 33463 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR 4088%EMRT& BIDS PERMIT 01SS20-6 CONSTRUCTION PROJECT TIRE SINGLE FAMILY RESIDENCE 3400 POL O DRIVE GULF STREAM, FL REVISIONS 1 ws D822NYa B NOT FOR COBI R0RO( IT RA6 BEB4 SEED FOR GOVE RSE 47Al. REVIEW MD/OR 000 ARF R 0040 0LT . FILE NUMBER 503A300 DRAWING TITLE PROPOSED EXTERIOR ELEVATIONS OATS I DRAWN BY 09.18.22 I GE JOB NUMBER 20220503 DRAWING NUMBER A3 .00 L AL ARE A rvna ATI ON8 ARE APPROX. WIND PRESSURES ( PSF ) EXTERIO R DOO RS, WINDOWS, WALLS, COMPONENTS AND CLADDING TRIBUTARY AfEA (ft )2 ZONE (4) ZONE (5) (. / P OSITIVE I., POS ITIVE I TO 20 -443 2 4 066 51 TO IVO 6.6 -4224 .66 BI 2S0 .3 2 .3 2 -4234 WOE 51S PEPPED AD ANY D OOR OR END OW WITH 4 •-,S' PRO M ANT CORN IER CP 7I.E G ELD IN G ORE HAALL LOC ATO RS ARE DEFILED . DOER LIGHT FIXTURES WY BEVO LO LIC�RQJO OR E-0I/AU PAIN T LEG END ALL S URFACES TO BE u.EAED e • r Aresp M PERB BLa nN NOSE DEVOLO GLACIER 11114TTE h.. 0MAN 0 P1aNTED G oa OOP Y Of LOUSE / F2 SO4 / /C OURTYARD WAI. TOP O PTPO DR o2., 4. wLO TO O -0 (r evel D OO RS 06 05 Fq i D OOR , 11,14ITE RAT TIL E © SISTER e6M2T �N R ANO-. O UTDOO R WA LL Fe aMm GA S O OUTDOO (D ECOR ATIVE FWL6 00, A LL.NP1 N APE . AND GA TES / TT, 110.E FIXTU RE. 1. OUTD OOR m eal RGUT1En (C O�IOES 060 WNOP18 0 ELEC TR IC OFIX MEH 1ED TEN 4 CO LOR S .E P. PU RPO SES A LL 4,.M PDaU ES T , wrP D 3T OVER / A RCHITEC T / NITER. DES.RER ONLY C ONTRA CT. TA LL P ROV OS SAMP LES PO R OIeER APPR OVAL EXTERIOR STUCCO: META L LA. A-P LICAnOL L AT 4D SCRATCH CO AT WIIP. SAiSURF ACEOG� to.Y WEL L INTO LA IR TFPLE L AFTER MITIA L SE I. AR TILY ORO. HAS SET MR TI HAR P ..0 HAS CEP TINA RTI EP M 4AF TER S CRATCH AT TIRE EFFA CE WTIOUTTILE ZEE OF WIDITIG NAL W ATER LEA VE Parts TO R ECEIVE FIN IN4 COA T. 3. D AMPEOR O. N COATi50 EVENLY PR IOR TO APPLICA TION CP 191.1.1 C OAT . APP LY .15/4 SAT AN D A IRE, E4EN &CEAPM IG ED AB APRa7050 ODER 4. Af EeA TOTAWORKL CI (ON FIVE-E.ITHS (5. /5/ NC H NC H FIN.1.19 TO CO NCRETE AND TMn saaxT 6. TCC OA T ubRC (W CA RT AP PLY T WEE (3/ COAT N..1v TO META L 1,714. TO TAL IV 6.OI THICK f TOTAL .100. E.. FIVE-E.IT C WINSKIN ! MN l.PL I, RN DRIP 00VE SS MCCO BT ICCO . MO ND E RN P RP GR OOVES N EXTER IO R DOOR WAY LEADS AD ONW T. H EASILLS DER S, AN D D OOM TO BE PROVIDED WITHH A nN VO S' SLOP E FO R PR OP ER A ED D.. O MM ALL SHAPE WA5 U>= CE LL4 NOR Ta SHAP EXTERIORS E .s. S HAPE FORM S OTH CE LC Fo4 M EPS P. PETR UCTlc NS 0 AAT 1 AND ADHE RED 5 RD 01-VALL 9 A PPLY INIEFF0.1 PRIE S IG NAL SEALANT, TO FORM A 'D URA BLE A IRTIGHT WA TER RESISTANT . EFFIC IENTLY, To ALL MATE RIALS FEIN SREC FlCATION S AD PP. R EP... AY .. ERFTLIGP A PPLY FOR MO LD A TP. 051)500 4547804C OATS. CAT IO4 111.0 -5 4.1.-FORTOG. ,. FO REPS ff I.0 OJT A HEN, 0 RADLE ETACT POUSTURE A ND CORROSION RESISTANT FN. IB FEOLRE". ELEVATION NOTES EPLAT LE NTBN RLOOC. CO NIC RP. 2 a RPIDR A a' AT 6Y 01 "EAGLE R OOF TILE, IIC•(C OLOR MITE 0 .0 0110 OVER BP FELT T MOPP ED . 304 PE LT TN -TAG GED •• A. TED Oa. ewer . SP ECS. 0116,140 7Es A LL HIPS TO 14AV E MITERED .PIN. TOP OF RID GE ELE V. • 29 '-8 • A FF . ZIPPER R OO F. PP.., NEYtIT ELEV. . 21-0' AFF. TO P OF 2. FLO OR 0 TOP OF WO FLOOR AE • 5 Y ELEV. . 12'-0' 4FF. ,RLOLE R lS B EAR . M ' ,ELEV. • W.' AFF. TOP OF GROLND ROO K ELEV. • B'-0 AFF. TO P OF GRO IN° FLR OCONCR ETE 40 ELEV. • 0-0'0'AFF. ELEV. • 1000 • NAVD) SEE C IVIL D RUGS OPE.. MIN E LE V. T ELEV. • -1'-0• B FF. ELEV • 20' N AVE) FEMA ELEVATION J,, (A E ZON E, (.6 0' HAVD) TOP OF R IDGE UPPER ROOF D EARING �LHE LM ELEV. • 21•-0' APR . TOP Cr 2. F LOOR WINDOWS /D OO RS T ELEV. • 20-0' AFF. 0 TOP OF WO FLO OR SEEICT1a£ TOP OF GROUP F LOOR WMD0 0/00045 ELEV. • 10 ...VD PEI. ELEVATION (AE ZONE , (.60' RAID) TOP OF GROUP FLOOR CONC RETE 54,48 Y ELE V. • 0-0' AFF. ELEV. • (48 00' N AVD-,• BEE CIVIL D RUGS • A F.D .C. M IN ELF' . CON TRACTOR TO PR ICE FOR EN T HE NODE TO REMIVEv BPD COP PER Gmvo RIT Z DECORA TIVE LEADER C OND UCTOR DHEAD e R-RA Pn C ATTIER SYSRe/ EM NC. OR E GLIAL 3• � c oNRrt eNlwvcE Wu. LrzF a',P .R F DECO/WIVE EP ea F II r WAIL C UE FL.149. TO D IVERT R OOF PL OP AI. eTUCC O . GA TE S W/ CUTER TFN.ADSTUC CO NOPEDC AP - P NTTED D FINISH SMOO TH .DR AWN. W 04PPODA E PA TIEN W 03 POLDER C OAT RN ISH (CO LOR- SUMM ER BASK ET GR EI N 2040 -40 dM 0 - TO P a, LOW uLA LL - PROV IDE SOP P rwWPrA / SA MPLE ET WC IRON ORNAMENTA L R P. OR EaeA L 04 POWDER GOATDECR N <C OLLeGe RIPPwv AGR EEN UV ESP. CIF nN X-. WITH P ICKE TS SP ACED TO D LO. P AXKf OF 0 SR.! (DO TOM MIL MA X X A PP . - Mt PROVIDE SHOP DIR.., STYLE. SIZES 060 D EN . SAFETY / SA'RE,. DY 'Jc ORRALNTA-12TI 4.1. 'P'OR EaL 04 WPODOLO 'LOO E. (SLIM 11•APE CCO LO R -- M EA NS Of me/ TO De .TACT erG Oor. eTPlcc o e ADPG /LEADER ar AO COM PLY W/ AM A LL DADE COMP PAC T AO IWO C r4PG ANT. PE SEE TAL (SP -.TED PORT.. D RRA IR . )-�N /ED REOIIREME NTS GOA RA CTOR TO P ROVID E CER TIFICAT E OF M. a 4 GOfFLR EDGEA RP ED • l TERRACES / Dd 1 /504. CO MPLIA NCE (TYPA cWr 1 V4 2ROR L IL PR OJECTION ArvNDN .-SEC OND . AT SEC OND . SHOLP B a W3IDOU SILLS TO W BET N STEP SILL 5244106= 2• HT.W 1111 ' PROJEC TION 61100 TH ONGOO 16 'B OR EaIA �L a CO. n •F•.v+ rO/c ae. SILL. O� ITT. • -(LOUR 0 1.1 a•N T., ePRA KN• 6RA C- TO t ESLOP FD POIR AP PR OVA L NII.e D MNA.aE C ONTRA CTOR TO PR OV IDE. 4. DECORATIV E .1.0 SM OO TH SNCCO Ob.. &FPO . 08 T YPIC AL AT AL L POOR ! AND WIDwe -ELOP ED FOfR P OET. MANAG E - CONTFACTCR TO P ROV DE ..POE FOR APPR OVAL EGGS• GEN TS. SER. A LUM FR OG. DOORS (CO LO R W M/ - W LOU E. G LASS OR EOLAL TO DE . FACT R ESISTANT AND C OOLY W A LL FA DE C OMP .PA CT AA WIND CT .. TEEING G FROIIFREMB. ...C TO R TO PRONPE LnRi RW' PTE O COM PLIANCE ATP). - S EE D OOR 601EDILE Y6aCITY STAO PR ODUCT, OR EQUAL ALU M SLOG BOOS W LO W OE . PACT RESIS TAN T AC OOLY W A LL DADE C ORR IMPAC T � IMP PGTED STS. R EG UIfETENT6. C ONTRAC TO R TO F RONDE .RTIFICA TEO• COT1.1.1. CFO, -(CO LOR - WOW -OR EGUAL v ERPY W auw. A LL GAR AGE DOORS A PE TO MEET DAD E CARR Y W ILD U�� ACT 1E61. ROREPB.9 P ROVDE CE RT IFICATE 1.1E L Wx RCA EITYLO. OO R MARE PROPER ri __ REWIR ED / O CONTRA CTOR 1AFPLIED MFR3r SA RA . OISTR IP D ON 5/CVVK LOR AL' ODITOS R TR. AL FOR D ECORA TIVE VE RTICAL PA PEL3 W E M. SIP E NOTE ALL IORZO NTA L CUTS TO BE M OUE • 46 D EG REE WW Ym AGLPJ. Al END O. TO NAVE RT.. BOOS ANOIO RD TO CONC PER x PROD UCT APPROVAL PROPOSED WEST ELEVATION W EST FAC ADE CALCULATIONS TOTA L ARE A CP FACADE L4S I TOTAL AR EA 6 O PEN INGS TOTAL °F IN . C O.ERA.E 410 / H9I 51 SCALE 3/16 ' = 1'-0 • EN SOUTH FACADE C ALCULATIONS TO TAL A REA OF FACADE TO TA L AREA OF OPEN 0.8 TOTAL OPEN . C OVER CE 14.6 9 SY m5 / .1% 20 OR E�xr _ IO R CA UL aoro • UNDO. BLIC K/c nuT wn rF:ag•Br4 a.Ex sm maS(T1.). - PEE F7 E FOR T -W CRI.:T FOR P OBrt 1VE 21 DRAIN AM OPP ET ALL P LUS Ta TO RIVE ems: LAY ER S SN OW C LASS FLOOR BL LIGLLe TO MOORED C AP RE ET - TTN.., C EIVE IT N. 0. 1E. EKAR OF TE o K. OR EQUA L -TOP . ALPO C RIC KET S DOEROR STUC CO TO EXTEND A MN 1'-0• B ELOW 22 GRAD E <TYP. • EN TIRE PER PETFn ,. 23 R EPS ILITI T RE PPE LASE OF TO a3 .a PRUND En Ole 1N N.Fr CLEA R .AR.AA RNG E mrta�i O F'FTI-E OR E. UY AD NO T FORE TH AN 40 FRO M TEININI ROO RLEVEL NO R SHALL ANT P ART OF TIE OPERATING M EC HAN ISM BE RO OD H .ER TH. w• FRO M THE FN FLO OR DECOR ATIVE 24 W OR K .. . (T OR OWE DAN ET G RE EN 201440-4BE Mu - BEIF -CLCB NG, SELF LA TC HING LO CK. AN ANNE O OP. P. 141. 1.04 OF GAT E, OPEN WA RE TED S OT.. D IRECT EDP. GE FRND E SHOP PRAwrR FOR A PPROVA L 25 MANC GA0 MDR111, PETALLED PETALL O.I.A TUR E DOOR 2 1155 NT ., TA. SUPPLY . OR ACT Nur . 4 ? TRACT DRAW. FO R OP COMPLIA. G WER wD SEE ELECnR UL R G Aa DR A'RGO FOe A LL EXTERIOR PA VERS• 26 L. NTN. FUGU ES • SPECS. PROS. ALL FIX TURES TO DE ORE WE - EWE-LARNE RRP REC EIVE EDGE OP EERE ED.D EO , TO DE APPR OVED BY OYER/PEER . DESIGN ER PR IOR TO CROW.TE NG . COG D EaC.6.LASTIC PJPOPbEL TOeBT EM IR'. ....LE FO R SUER /MIER. P IES.ER APP ROVA L/. CONTR ACTOR USE A PIWY PER MD.B D N. NON PLORREB OSEE MUDS. OR H SEE NEOGNIC AL DRAIN. FOR PPD.. KITCHEN OW., VEIT RAM D EC ORA TIVE D OM IN ICAN C OGLINA AC CENT x AN D CER AMIC T. BHOER' I' '•6 d1O.R HERD, POP WASH ARP AC CESSORIE S - ALL MA TER IA LS TO BE PROPOSED SOUTH ELEVATI ON SCALE 3/16 ' - 1'-0 • JA 28 ALL DOO R Re. . PES TOM w eep.. In SOC A TOP SEA L 101. GREWa TEN - . AH OR S LKAiEX m E VE RiA. SI FNEME R... OR M OYER ALL WOOD DUCKS PAM. B.' AT THE NTERO R orofCa�EST•A DA S Ealw TES T. OY MAN.F . SPE CSOKA O AR MA NE. 29 PO UR ED t1 P LA CE C OD BLAB NEE STRRCT P USS ITTP, ALL 54LCCNEe TO SLO PE L.P. 30 I14MeEuB NUN MERS oLOC ATION a N A ND ON CONTRAST ING DACKD Ra+D/ . E4 LL WIDO W LE ADERS TO O TO HAVE 4 T e• 4 0 24 04-5 001 31 NOTE AID OR RO O eaPm fOVER AN OGL OUTD OOR Gov£ DP ATIO TO HAVE '.H MTO1EX EOJTME .RIDE1 32 MIOTOR ID EL S YSTEM . (AMERICAN SCREEN SOun1OHS OR EC UAL N. A.. . PER W WF . SPEC IFICA TION S - OR EOIAL (CONTRAC TO R TO PROVIDE STOP DR AUHGS FO R APPROVA L. artoo OR KITCHEN er NA TURE., OR EQUAL - MA NE. 33 .F T C LOSURES W MET PRFI ER STY LE D OORS /.ACOAL GRAY e GR ANITE COUNTERTO PS - C ONTRACTOR TO PRO VIDE SHOP INCA FOR A PPR OVA L E D ETAIL CR PUP.EIT - IEGNT AND 34 LOCA TIONS TO 0 .n MA 0ED W MMER NOE, A LL SECO ND FLO OR P OR CH ES / TERRACES TO RECEIV E HOSE ISIO N 35 P - LLSA RT DELUX E GRILL -WILT-M O UTDOOR ISARDEOE G RILL - OR EQUAL-V' EIRIPT W Owen IN ISH (COLOR alITE, ❑ 16.• STA IN LESS STEELA t RI t Ft * FLOOD Von I B EDP P OIVER COA T •SMART VENT' MO DEL • 36 (PETAL, °PENN.wA S PE R AVN . SPEC. TOTA L TAREA NOTTGAR. A.E A REA M OTE A LEea TARN .E (I/ MaN PE R 05 (D BOGIE FO OT W DE FE RENT BIDES OF EACH ENCLOSED AREA ALL BAS E ERGS . LL DE ONE II/ FOOT AB OV E AD JACIE, GR ADE R MEL. THE 2-5 08 5 5/3 B.O. ST UCCO F.. PA NTED TYP. 38 DE COR ALVIN. wPE T RIER2 SMITE4040-402 MO ^ POWE R GO Air.I x S PA AT PACK OF NATTE R FOR PRO TECT. BUILID NG OR EGG, DT Vz R CN ORNAMENTAL WOWS . OR E QUAL CONT RACTOR TO F RONDE SHOP DRA M . F OR acme A PPR OVAL NOTE. ALL TO BO PROVIDED WINE L AM NuE rR DO GS 39 0* RASED SMOOTH MC = 524 4E TYPICA L ARa6D 24110E STRICTURE PO ET DE COR ATI VE MOD R•OTAGAM 4LIMNM LO UVela9 VENT FD® CLOSE D PO ETIOHD�- ALL . P. HR HINDER CO AT FSR ( ( COLOR 041 - PER UE TO Re I'-2••1•.3 •, AT MAN FRONT CO VE RED ENTRANCE WI : i• RASED S YDOW STOW ELL E -PAD SORT MOLDING UR N C ELLOF0A1 • Hr iH 41 DERN, F OAM SHAPE D COAT ED W POLYMER.. RSN .70-. 61 IRETIGN E ELAST ROPER COAT. OR EQUAL - PAI NT. - CONT RACT OR TO N.M. SAMPL E F OR A PP ROYAL T TP. At PRST ROOR ROM SOFFIT. 21P,CO DEC ORATIVE M OTE. KING TR'6GETS W v', 42 YEIVE W L LOW., LIE N PINE, F OAM SH APED CO AT. W P OL Ywlnla e RE SN NC -50 61 WETIWE ELASTfCTER COATE S OR EOIAL. - PANTED . - CONT RA CT F0A� Nr`-(uoERSIDE OF BBOO RT TTOTNE ED. jam ' 3 - CO ATS SMOOTH En STUCCO PIN. 1 • , TG PATTERN - PANTED -BEE Rf3 LECTED CEILING PAN FO R LAY OUT/ - TT, AT Se. ND FL OOR ROOF 50 •PIT. W h' 2 -COATS 011 00t H SN CC O P ANTE D 43 PRI. 4 441.0 STUCCO 5aDEG AT T OP AND BOTTOM OR EaWML - SEE TY PICAL AILS FO R PR OFIL ES H STIRK TU RAL DRAWS. 4R TRELLIS BEA MS AN D J OIST S HA PE" PE CCWI T• •E TAIL Mx ONE ® W HA ARIO. - SEE STROP. DUGS F OR A U- HOI DEN CaWECTIaa (RP. W CONT. C OPPER CONT RA CT To FR ON DE ALT . P RIC E ALL TRE LLI S ALU MNI. TRELLIS / - C OL OR AEI 1LbLCL EAR=) 64.055.• D• OC.- P ANT ED (PP. AT ALL TRE DE COR ATIVE •..AMR• ALM AN L OUVE R &ATTE.. S ET N A. DEGR EE 46 POW.WENT. POLDER CO AT F N1w( COL OR TO O155 PT GREEN 2 040- 40 BY W C. I R. ORNAMENTAL UEOG L ( CONTA CTOR TO PROVIDE SO P DRA W .FOR A PPROVAL, DECOR DI -FOLD POW ER COAT FN. - COLOR SP TER EA GR EEN 2040-. ALI.P.61 TRAGIC e n, W OR EP._ er 'Jr .RON ORANN AnU.TO K. OR EC/JA L 'Jr .L CONt RA CNCR TO, w.Ik SHOP FO R APPROVAL R P. AT SE COND FL OO R REAR COVER EP .4® Z NC O P ER DI ON CONT. PTAs, 2..NT 2. 4 SM OOTH C LEAR 49 FLAT BIT EIL ROOF Tne � . S YS LLE FOURT EM MOPPE D MA NUF AC TURER SP ECS. ... C ONCRETE 8. BLO CK PRVAC T S NORE R WAIL W - PI -CO ATS .11.T1 -1 .11.T1-1 5 0 ST. 00 PANTED FN. a 1 •-2' M. DE CORATIV E ALIMN. LONER BC.. W POWD ER CO AT FRI. (C OL OR OLnm 04Nar.611. 2840-40 PRO VIDE SH OP OP DRAW., / SAMPL E FO R WIL DER APPROVA L (BE E RELEVAT ORS F OR 4• • 4• C OFFER WALL BCIPPER9 5I W 2 D MxHH STuc co BADS. - PANTE REM. GA BL E CO VE RED E NTRANCE W/ TI ERED - BETE BTwDn;=L 00 53 SS D �PrI uv % eF DsTr w 510 00 i NISH -PAM(® (TY. i FR.N1 OfIFACE . W. PT. NO x 6. DE CO RATIVE S P RE-E3GNmEOE DROOF Twee (SEE CLST RU CTURAL UL DR AWN./ Axro S UPP ORT ON A RAKED x'. 6•T R GP/1_001H EAR CEDAR SO FFIT ( PANTE D/ -NEE R EFLECTIVE CEILING PLAN FO R P. AT F RON T CO VERE P . • • MO X . NT. S OTH 5111. 0 W RON G . TT A - RI P umEE OP MOOD ROO K OOP.- PANT EDD. wwTRr�ER+ 13. C OPORETE BLO CK WALL W COM NS" ,- AT S MOOTH D OCO PRI.W ry LAY ERS OF MINED SMOOT H NT ICAO BAIDP.2• HT. O VER P HT . -PANTED. 56 P50 E PDIMINDI P LACE CONCRETE S CA LLOPED WALL - PANT ED - SEE DET AIL FO R5l NUTTERS FU LL . W LOW EERS S w CL OSE D POET.. -DLL ESP. POLDER CO AT FN. IRON OR NA E TAL Wae• r OR E UW ON=TO De 1,11.1x S-2 ( COLOR/. RP. AT T RELLI S POR CH. 9 T OP OF RIDGE A EL EV. • 25'- 8• AR P. 4 U PPER RO OF BEARIN G HEI GH T / ELE V. . 21'-0' APP. T OP OF 2ND R-DOR WIDO WS / D OOR S ELEV. • 20'- 0' AFF. T OP OF IND FLO OR 6EI OTdE / EL EV. • R'-0. AFF. LOITER RP BEA RING FR, / ELEV • 10-0' AP E Y A TOP OF 0550 D FLOOR WINDO WS/ DO ORS TO P OF GROU ND RR CON CRETE SLAP i ELEY . 0'-0' 4FF. Y ELEY. • (. 600' NA VD) 8EE CIVIL DRS - FEZ. MI N. EL EV. / ELEV . • 110• AF / ELEV. • 10 RAVE FEM A ELEV ATION (AE ROE, Y ( .60' NAVD) TOP OF RID GE 4 UPPER RO OF 528 55 G• 4ffYJR 1 TOP Of RD FL OOR WMDOID / DO ORS A ELEV. • 20'- 0' AFF . TOP O. 2. FL OOR ELEV • P. L002 • 12'-0' 04 Y LOlER ROOF BE ARMG ELEV. HEI GHD' A ELEV . -0' AF F. Y TOP OF GROPED FLOOR WOpI B/ 000. TO P OF G ROU ND FLOOR CONCRETE ✓w Ae EL EV. • (4000' KAYO) SEE CIVIL PRIGS F.C. MIL ELEV. ELE V. • -('-0' BFF. ELEV . • 10' NAVI, PEN H ELEVATION OE ZON E, 1,60' NAV0) 58 �a R PA NEL - PL Ta D05401 RE SISTANT IV C ERT.-9 911.1 6-11161. -9 911.1 -9 911.1 6-11161. -T• OR (E.F DEC ORATIVE POURED CONCRETE CO .RI TL0 E NTRY FO PS W 2-00415 SMOOTH EC 59 P ANT ED . LIEN - SEE STRICTIPAL D RAWN.. GATE/ CLEAR C.A R TR ELLIS e 4TExb - PANTED 1T ( CAL • SI DE ARDOR / 61 G.a'1. NMORI C LEAR C EDAR TRELLIS 5 001 - P ANT. /11 P. • 5DE ARDOR AR CPMPN POST UY • DI AF„ED - 62 P ITT.:•SIPE ARBOR/GAT. 63 P RIVAC Y VIN r4.R - TT PL 4T O T.SHOWER 06155007,5550450007500500 4.555 0El 3h,SMOOTHE 6 4PROMOTE TOG - .NT RCL EAR ACTOR TO DAR BEE S PR OVID E . DRAW.. F OR FOR SPE CS N NOTES: L DO NOT SU4E DRA WIYAI 3. CONTRACTO R TO VE . ALL ExRTMG CONDI TIONS , MD NOTIFY A ROS TECT F ANY ENSORE PA NC Y LW . DRAWS (SEE GENE RA- N U ar chite ctur e, pl anning and design V W 3 Q 0 F�- 0 '0 6 W 0) 5) >- 0 u 0 0 0. d O N W 0. Z /1 a /nuaL 5) 5) Q S 5) Q Z W 5) W Cr) 1045 East Atl antic A ve. S uite 303 Delray Beach . Florida 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED F OR 55554061RT4L BIDS PERMIT 0106205 CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3400 P OLO DRIVE GULF STREAM, FL REVISIONS 11001542 00 210750150061700706 rt 14.4 BEEN MEP FOR WVQNBfrA. REVIEW AV/4,R PREL eleMR T FRK6 act. FILE NUMBER 503A301 DRAWING TITLE PROPOSED EXTERIOR ELEVATIONS DATE DRA WN BY 11.02.22 GE/JH JOB NUMBER 20220503 DRAWING NUMBER A3.01 4. ALL AR EA CWOJL ATIO NO AE APP ROX r�- Existing Vegetation (Off -Site) To R emain itArgr I aol'p 02 ®A ®@,i1®®.' a e' ' CFO WO ®®,,Oftiii��I�I 1 A' Clu sia Hedge .+t A' Clusia He dge ' � '" ,►+ '' t ,� / � Hn val Vn inria na '� �� - Lieu sirum Trees _ia o Magnolia Tree Graphic Scale 10 0 5 10 20 Palm Cl uster Arb or/Gate Matched R oyal Palms IExi ttil ig Vegetation (® f Site) To main 40 (In Feet) 1" = 10'-0" Graphic ate Y an The Addeo Residence 3400 P olo Dri ve • Gulf Stream, Florida • 33483 Ja nuary 5, 2023 8' Clusia Hedg e • 0 0 a 8' Clusia Hedge Matche d Ro ya l Palms Ex isting Specimen Fig Tree 1d Coconut Palm Cluster — Matched Royal Palms z` 1 0" r _ �' #✓:'' f: ad;2' ad \� ? Triple Christmas Palm Polo Drive Matched Date Palms Driveway Apron 3/16 " = 1'-0" Matched Date Palms Existin g Specimen Fig Tree Matched— = Date Palms --- Dri veway Apro n East Facade Elevation Coconut Palm - — - - --\�� Curved Cluster Coc onut Palm -Le b H H H H H HH .-, H HHHH N orth Facade Elevation Royal Poincia na The Addeo Residence 3400 Polo Drive Gu lf Stream, Florida • 33483 Matched Royal Palms Cocon ut Pahn Cl uster 3/16 " = 1'-0 Jan uary 5, 2023 W ood D ock .0 - Poll ® Cove 1[ Polo Cove %73 Coconut Pa lm Cluster Ro yal Poin ciana Coconu t Palm Clu ster Cu rved Coconut Palm J t' C xi 1 T riple Palm � - �� _— uistmas ��• i - - _ -woode n ,. , r r Arbor West Facade Elevatio n 3/16 — I -0 South Facade Elevation Coc onut Palm Cur ved Cluster Coc o, ; P alm Polio Co ve Matched Date Palms The Addeo Residence 3400 Polo Driv e Gu lf Stream, Florida • 33483 M atched Royal Palms E xisti ng Specimen Fig Tree Ja nuary 5, 2023 o0 a 8. Pol o Drive E nviroDesig n Associates inc . wv.ve .e nvd eston .t orn 298 Pineappl e Gro ve W ay - D elray Beach, FL 33444 Florida Certificate of Authorization #6506 SURFACE WATE R MAN AGEMENT CALCULATIONS FO R ADDEO RESIDENCE 3400 POLO DR GULF STREAM, FL D ECEMBER 2022 SITE AREA: 0. 57 Ac. Certified by: Joseph A. Pike, P.E. FL Registration No. 42696 EnviroDesign Associates, Inc. Certificate of Authorization #6506 O:\2022\22133 -3400 Gulf Stream Rd- GE Architecture-Eliopoulos\C 2 1. E LG. nP.E. 12/30/2022 En viroDesign Ass ociates I nc e nvdesi9n.c on, DRAINAGE CALCULATI ONS 3400 POLO DR - Job #22133 WATE R QU ALITY VOLUME: BASED ON F.A.C. CHAPTER 62-302 & SFWMD BASIS OF REVIEW GIVEN: TOTAL SITE AREA ROOF AREA WATER SURFACE AREA PERMEABLE PAVER AREA WATER QUALITY SITE AREA WATER QUALITY IMPERVIOUS AREA 50 % PERMEABLE PAVER CREDIT NET WQ IMPER VI OUS AREA WATER QUALITY PERVIOUS AREA WATER QUALITY % I MPERVIOUS 24825 sf 5394 sf 422 sf 0 sf 19009 sf (T otal Sit e - wat er surface + roofs) 7550 sf (W .Q . Site Area - Pervious) 0 sf 7550 sf (W.Q. Impervious Area - 50% Permeable Paver Credit) 11459 sf (W.Q. Site Area - Impervious) 39.7 % (Impervio us / W.Q. Site Area) REQUIRED STORAGE VOLU ME: WET DETENTION VOLUME = 1" OVER TOTAL SITE AREA OR 2 .5" OVER IMPERVIOUS AREA (IF SITE IS OVER 40% IMPERVIOUS, USE 2 .5" OVER IMPERVIOUS) COM PUTE 1" OVER TOTAL SITE AREA: 1in * 24825 = 2069 cf (THIS METHOD CONTROLS) —> COMPUTE 2. 5" O VER % IMPERVIOUS AREA: 2.5in * 0. 4 * 24825 = 2054 cf PER SFWM D SWERP APPLICANT'S HANDBOOK VOLU ME II, 4 .2.1 PROVIDE 100% FOR EXFILTRATION (exfil calcs includes 50% reduction & saf ety factor 2) WATER QUALITY VOLUME = 2069 * 1 = PRE- v s. POST -DEVELOPMENT 10 -YEAR, 1 -DAY RUN-OFF VOLUME: 2069 cf GIVEN: REQUIRED STORAGE 6. 5" PER SFWMD TECHINICAL PUBLICATI ON DRE 291 PRE POST TOTAL SITE AREA 24825 24825 IMPERVIOUS AREA 0 13366 PERV IOUS AREA 24825 11459 USDA SCS RUNOFF EQUATION: A = 24825 sf Q = RUNOFF = (P -0.2S)^2 / (P+ 0.8S) P = ACCUMULATED RAINFALL = 6. 50 S = SOIL STORAGE * %PERV IOUS AVERAGE PERV IOUS ELEVATION = 2 .75 ft 5 .5 ft WATER TABLE ELEVATION = 1.5 ft 1 .5 ft DEPTH TO WATER TABLE = 1.25 ft 4 ft CUM ULATIVE WATER STORAGE WITHIN = 1.08 in 10.90 in SOIL STORAGE PER SFWMD BASIS OF 25% REDUCTION = 0.81 in 8.18 in S = 0. 81 in 3.77 in 0.2S = 0.16 in 0.75 in NO TE: IF 0. 2S IS > OR = P, THEN Q = 0 Q = V = 5.62 in 11634 cf TOTAL VOLUME REQUIRED: WATER QUALITY VOLUM E: V = 2069 cf = 0.57 (THIS METHOD CONTROLS) 10-YR, ONE DAY PRE- VS. POST -DEVELOPMENT RUNOFF VOLUME: V = 0cf 0.00 REQUIRED VOLUME: V = 2069 cf PROVIDED VOLUME: V = 2269 cf see exfil calcs 0. 57 Ac -In = 0.63 Ac -In 3.47 in 7174 cf En viroDesig n Associates inc. Www.eri vde -Sc911.Xonl EXFILTRATION TRENCH CALCULATI ONS 3400 POLO DR - Job #22133 L = LENGTH OF TRENCH REQ'D (FT) V wq = WTR QUALITY VOLUME TO BE TREATED ( AC -IN) = 0.57 V add = ADD'L VOLUME TO BE TREATED (AC -IN) 0.00 W = TRENCH WIDTH (FT) = 4.5 H = DEPTH TO WATER TABLE (FT) = 3 Du = NON -SATURATED TRENCH DEPTH (FT) = 2 .5 Ds = SATURATED TRENCH DEPTH (FT) = 1 .5 FS= SAFETY FACTOR NOT LESS THAN 2 = 2 %WQ= PERCENT REDUCTION IN WATER QUALITY 50 K = HYDRAULIC CONDUCTIVITY (CFS/FT2-FT HEAD) = 2 X 10 OR K = = 0 .0002 -4 STANDARD FORM ULA: L= [ Lwq= FS[(%WQ)(V wq) + V add] K(HW+ 2HDu-Du2 + 2HDs) + (1.39 x 104) wDu 72.94 FT = 72.94 FEET + Ladd= 0 .00 FT ] CONSERVATIVE FORMULA: (NOT APPLICABLE - STANDARD FOR MULA APPLIES) L V K(2HDu-Du2 + 2HDs) + (1. 39 x 10-4) wDu = N/A STANDARD TRENCH DETAIL - REFER TO ENGINEERING PLANS FOR ACTUAL SPECIFIC ATIONS TRENCH TOP ELEV = 4. 00 12" HDPE INVERT ELEV = 2. 00 TRENCH BOTTOM EL. = 0.00 4. 50 4. 00 WATER TABLE EL. = 1.50 Actual water table may be lower, as calculations limit depth of water to 6'. THEREFORE, MIN. TRENCH LENGTH REQUIRED = 73 FEET ACTUAL TRENCH LENGTH PROVIDED = 80 FEET ACTUAL TREATMENT VOLUME PROVIDED=0.63 AC -IN OR 0. 05 AC -FT TRENCH DIMENSIONS: 4. 50 FT. WIDE BY 4. 00 FT. DEEP * PERCENTAGE OF EXFILTRATION VOLUME CREDITED TOWARD STAGE -STORAGE: 100 % Joseph A. Pike O:\2022\22133 -3400 Gulf Stream Rd- GE Architecture-Eliopoulos\CASCADE\[22133-CALCS.xlsm]EXFIL Page 3 12/30/2022 ge architecture, inc. architecture, planning & design 1045 e. atlantic ave, suite 303 delray beach, fl 33483 tel 561.276 .6011 fax 561.276 .6129 Transmittal Date: JANUARY 5, 2023 To: TOWN OF GULF STREAM Re: ARPB SUBMITTAL 3400 POLO DRIVE ADDEO RESIDENCE THE FOLLOWING ITEMS ARE A TTACHED IN CONNECTION WITH THE ABOVE REFERENCED PROJECT: DESCRIPTION: • COM PLETED DEVELOPM ENT APPLICATION • $1,500 PROCESSING FEE CHECK • WARRANTY DEED • AGENT AFFIDAVIT • LIST OF ADJACENT PROPERTY OWNERS • STAMPED, ADDRESSED ENVELOPES (ADJACENT PROPERTY OWNERS WITHIN 25 FT) • PROPERTY OWNER AFFIDAVIT • (2) EA SIGNED/SEALED SETS SITE PLAN, LANDSCAPE, AND SURVEY • (15) EA 11X17 COPIES SITE PLAN, LANDSCAPE AND SURVEY • (1) EA SIGNED/SEALED DRAINAGE PLAN (CIVIL) AND SURFACE WATER CALCS • (17) EA COLORED RENDERINGS • FLASH DRIVE WITH PDF FILES OF ALL THE ABOVE DOCUMENTS REMA RKS: By: Jennifer Davis Town of Gulf Scream TOWN OF GULF STREA M, FLORIDA APPLICATION FOR DEVELOP MENT APPROVAL This form Is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission . To complete the form properly, please review the accompanying Town of Gulf Stream instru ction Manual for Application for Development Review Form . Failure to c omplete this form properly will delay Its c onsideration. ARPB File # 2 3- ( PART 11. GENERAL INFOR MATION To be completed by all applicants. A. Project Information I.A. 1. Project/Owner Name: (7if1t4 ACUCC) I.A.2. Project Addre ss: 3'4t0 Polo Drive , GAC S{{en m, 'tl.o(t[ck, 334'2.3 I.A.3. Protect Property Legal Description: AU . of LOT IOMID I lie NaP.TN50Fri OFLDT it, PkLc Love Pawn NtirogNr MAP oQ Pi.ATTHEREotr A3 VE(.006D IN POT Boo lc24,PAy,e#3, euc Ec4ResaFP %A EAc1•Lca*N11 • Mgt DA I.A.4. Project Description (describe in detail, including # of stories, etc.) STp1ZY SINGLE FAAHTLY 12FSIpENC.E 2. 5 CAR GARAGE AND Poop I.A.6. Square Footage of New Structure or Addition: T.'7 (0LI. SO Fr Architectural style: BERMUDA I.A.6. Check all that apply: Architectural/Site Plan Review 0 North Ocean Boulevard Overlay (complete s ction B) ❑ Demolition of Structures (complete se ction C) 0 Land Clearing (c omplete section D) Special Exception (complete section E) 11 Variance (complete section G) ❑ Non-residential uses (co mplete Section F) I.A.7. Pro po sed F. F.E: B. Owner Info rmatio n I.B. 1. Owner Address: $. 00 NAVD Type of Foundation: P11.ESI ADE .JAM 100) (N_I-,lt_)cu. 1ci I elciii-NieicA, 1--- 0101/410 1. 8.2. Owner Phone Number: CCI 17 W eR -Q j Fax: 1.8.3. O wner Signature: f C. Agent Information I. C.1. Agent Name and FI n ame: t I t✓ 1 U 1. C.2. Agent Add res• OL-1.5 I.C.3. Agent Pho Number I. C.4. Agent SI nature: Official Use Oily Pre -App Date: ARPB Date: App Date: Com Date: TC Date: Decision: Recommendation: Application for Development Appro val, Form ADA.32000 September 2004 Page 2 Town of Gulf Str eam P ART III . PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applica nts after pr e - application conferenc e with Town Staff. Pleas e be c oncise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response . A. Project Description and Justification III.A.1. In what zoning district is the project site located? ( ULF STZEAb% C ORE III.A.2 . Is the project compatible with the intent of th e zoning district ? )(Y es ❑ No E xplain: MEETS STN i44UMI TEGTu¢AL. Atab FAe 1ZEGmr 2 .EmEt T3 III.A.3 . Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? )(Yes ❑ No Explain: I II.A. 4. How are ingress and egress to the property to be provided? PQbVtDEt 3 Y erecu LAR bf.ivEt AY OFF PcLO DRs vE ALot41 EAST SI DE OF IPRDPEQTN III.A. 5. How are the following utilities being provided to the property? a. Stormwater Drainage "TOWN OF EN LF 5TR EA1.A b. Sanitary Sewer VATE SVSTEM c. Potable water "TOWN OC f u Lc STREAM d. Irrigation Water IOW 14 bf f 14LF STQEAIA e. Electricity BELO W t bt.1 f. Telephone ZOUp g. Gas L. . TANI h. Cable Television A TELLT'[E (t"'JliZECT i\1) III. A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code . (Attach additional sheet if necessary.) [N IA PART IV. ADDITIONAL INFORMATION Section A is to be co mpleted by all applicants after pre -application conference with Town staff. Answeri ng "Yes" to any question in Sectio n A require s the completio n of additional Sections as indicated . A. Additional Approvals/Requirements IV.A. 1. Does the project involve land area within fifty feet (50') of the A1A (North O cean Boulevard) right-of-way? ❑ Yes 94 No (If "Yes" , Section B of this part must be completed.) IV.A. 2. Does the project involve the demolition of one or more structure s? ❑ Yes $ No (If "Yes", Section C of this part must be completed. ) IV. A. 3. Does the project involv e the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? ❑ Yes X(No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project re quire approval of a Special Exception? /,Yes ❑ No (If " Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? ❑ Yes y,No (If "Yes" , Section G of this part must be completed.) Application for De velopment Approval, Form A DA. 32000 Pa ge 3 September 2004 Town of Gulf Stream E. Pr ojects Requiring Special Excepti ons IV.E.1. Is the proposed use a permitted Special Exception use? $Yes ❑ No Code Section: 10-15(x) sPeCsAL ThzEpnot4 serBArac IV.E .2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? 114E PRoR) 5ED Ocu56 Sti u v D v1c .U. 8E`ifot4D -T►\E RP6E EfitounCh cleat 5€TIV KX, of 3d -di va rfk p st• A4 -L POR'(LO N htAt.14 'THE ((RaurO Floo¢ p1 '[HE Lid- 2" SCVQ}1c .. Atot44 -114€ SAum Sti% VIE NAVE A» CfV4111eUIS Wtt•1. BE A HEA VTA SAFE TY azv4E: o pQE 1 .550E ramENero i180R5. IV .E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? ❑ Yes fNo Explain: NWT M AU., A D3f1GE NT \•kc*ES OTl -me tivit"TER 1 •kikV1; 1RE Due TED A SIp1TLA2 Everortaa IV.E.4 . How will the use be compatible with adjoining de velopment and the character of the District where it is to be located? Mk t REQue..-57ED EXCEPTION .3 AcrUALL 1 S Lt-IILAe TO ALL. THE AD3ACEN1? iPeoPEritE.s,-1+VEeE3V 4EEPXN6 THE VNA'TER APE coNsts-rM\T K1rTti AaE Vdp4I 2S. IV.E.5. What landscaping and screening are provided? COC Dt.1t41 CL U STEQS AA1D 8 %et KTC04 CLu5IA NT Es A'R6 PRoP0SED. IV.E.6. oes the use conform with all applicable regulations governing the District wherein it is to be located? R�-Yes ❑ No Explain: COM PLY am) MEET THE SECMOh1 Of- kE L Dir5 tl o-:.SS Y.TE111S S?ect5TANpi4RD5 rbl: 12EvLEW + 0- 1-5tp(2),A.$.G D. F. No n -Residential Projects of Greater than 2 Units IV.F.1. If common area facilities are to be provided, describe them and how th ey are to be maintained: IV.F. 2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding Properties. N IA IV.F.3. For each of the following, list the number provided and their dimensions: Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways/Aisles: NIA NIA NIA N1A NIA Application for Development Approval, Form ADA.32000 Page 5 September 2004 TOWN OF GULF STREAM SITE DAT A TABLE Gross Lot Area Qii, San Effecti ve Lot Area ca4, 335 FAR Calculati ons EXISTING DEMO NEW NET 1St Floo r Living 05,-c+ 0sc},-P-+ 3, (ai qj+ 3,10cJ se+ Ceilings over 15' (double) 0 Ssk.+ 0Sitc 4 0 Sgf+ Oa -C+ 2nd Floo r Liv in g D s c+ 0scp - off, 0385:04- Q,038 ae+ 1st Floo r Cov ered (po rches , ov erhangs > 2 %') 0 sq-C-4 ' OScip . 573 31 ' 513 Nom' 2nd Floo r Covered 0 Sq, c+ 0 s4 -C+ 43"131-x' LF3'1 gam+ Awnings > 3' and screen enclo sure (a t 50%) 0 s$ -c+ 0 SQ-e+ 0 Sc1C+ 0 3c+ Garage 0 Sc.-c+ 0 s + 145 scc+ 11+5 5 .c-+ Gross Flo or Area 0 sic+ o 5q.- + '14(o4+Sr + `l, 1404 t�+ Out Buildings 0Si 0 Scc4 0 C+ OSq,rr4. Total Floo r Area Propo se di4Dy •Tr+ First 20,000 X .33 Lo 4.000 SOFT Over 20,000 X .20 $(o13DFT Total Allo wable FAR Pe r M anual I, 94(91 & ICC Total Hardscape Area Require d Landscape Area (lo t size x 40%) q,11SQF'T Actual % Landscape Open Space Area 1 q9 SQ>s[ X:\DEPUTY SHARED\Bldg & Occ Reg Dept Forms\SITEDATA .DOC COMMISSIONERS SCOTT MORGAN, Mayor TH OM AS M. STANLEY, Vic e -May or PAUL A. LY ONS, JR. J OAN K. ORTHWEIN THOMAS A. SMITH STATE OF FLORIDA COUNTY OF PAL M BEACH TO WN OF GULF STREAM TOWN OF GULF STREAM PALM BEACH C OUNTY, FL ORID A AGENT AFFIDAVIT BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) G t na Addeo WHO BEING DULY SWORN, DEPOSES AND SAYS: THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS AGENT FO R SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM . Telephone (561) 276-5116 Fax (561)488-1009 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR THE SUBJECT PROPERTY 15 LEGALLY DESCRIBED AS FOLLOWS: p,U,or Lot Ti t t moR7N $o FT o FLo t %I, POLO cove, Attain MC W n MAP oft ptdialrhegeof m IR i:Atc D 114 PLAT Boor Z PAthElSi PY6LCc RECo&Ds DF PALM8FAG MQotlwr F 1 LOAIDA AGENT'S(S) NAME: P. P. EL ID FPOUL OS COMPANY OR FIRM NAME: G 6 4 CHZTECTU QED 11/4k . AGENT'S ADDRESS: 1043 E • ATLA PMTS( Ave , ATE 303 DEL It AY SIrACH, Oet DA 33' 8 AGENT'S PHONE: Slit -al-to - LoDt FURTHER AFFIANT SAYETH NOT. (Owner Signature) Jo eoz-z v SWORN AND SUBSCRIBED BEFORE ME THIS '7DAY OF 0 , 20 0` g MY COMMISSION EXPIRES: la--, I z c (NOTARY PUBLIC) Lisa Ranello Notary Pu blic, State Of New York No. 01 RA•4999508 Qu alifie d in Richmon d Coupt r Exp. 11a-7 2O COM MISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vic e -Mayor PAULA. LYONS, JR. JOAN K. ORTHWEIN THOMAS A. SMITH TOWN OF GULF STREA M PALM BE ACH COUNTY, FLORID A STATE OF FLO RIDA COU NTY OF P ALM BEACH TOWN OF GULF STREAM AFFID AVIT Teleph one (561) 276-5116 Fax (561) 488-1009 Town Manager GREGORY L DUNHAM T own Clerk RITA L. TAYLOR BEFORE ME THIS DAY PE RSONALL Y APPE ARE D gARY P. ELIOPDULOS , W HO BEI NG DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERT Y OWNERS, M AILING ADD RESSES A ND LEGA L DESCRIPTIONS OF ALL PROPERTY (circle o ne): (1) within 25 feet, *(for N. Ocean Overlay, Demolition, La nd Cleari ng, Signs a nd Site Plan Review (2) within 300 feet, *(for Varian ces or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PA RCEL OF LAND IS, TO THE BEST OF HIS KN OWLEDGE, COMPLETE AND A CCU RATE AS RECOR DED IN T HE L ATEST OFFICIA L TAX R OLLS IN THE PA LM BEACH COUNTY CO URT HOUSE. *street and waterways are ex cluded from this distance THE SUBJECT PROPERT IS LEGA LLY DESCRIBED AS FOLLOWS: ! ' • ' ND 114e Notat1 PLAT Boot 24, PA6ET3,VuBtrtc I.6cofips oc PMi u► RE FU RTH ER A FFIANT SAYETH NOT: SWORN AND SUBSCR IBED BEFO RE M (NOTARY PUBLIC) ;►�►4 LINDAL HAMILTON •, .,,; MY COMMISSION # HH 108857 EXPIRES: May 7, 2025 .4.AFRP• Banded Thru Notary PUNIC Underwriters 20434603020000080 WALTON JAMES M & 520 BANYAN RD GULFSTREAM FL 33483 7404 25 20434603020000090 MCCOOL JOSEPH J 3424 POLO DR DELRAY BEACH FL 33483 7342 20434603020000111 GIVEN DAVID & 3300 POLO DR GULF STREAM FL 33483 7340 20434603020000250 GULFSTREAM TOWN OF 100 SEA RD DELRAY BEACH FL 33483 7427 20434603020000100 ADDEO GINA 1001 RAHWAY RD PLAINFIELD NJ 07060 3407 25 25 25 0010 0020 0020 70 0 r3 iF N r 030 34 03 37 0 30 71 60 03 02 0230 0212 02 04 0111 0010 0031 0021 0010 INLET 0240 0211 02-000-0211 0280 0200 0100 0050 0250 0190 0090 0120 0021 0060 POLO COVE Palm vvay 0022 0180 0040 0a 0080 0040 0070 19 0080 0160 0010 0020 3 0070 0050 0t4 0060 0050 0090 0100 0111 0130 0141 19 03 0060 0070 0080 Banyan Rd 0040 0050 0060 0140 Lak evi ew Dr 05 0011 0012 0030 0040 0050 0060 03 002 0010 0030 0020 0010 0130 0271 0261 0251 0241 0230 3 Dorothy Jacks, CFA Palm Beach County Property A ppraiser Notes: Location: Downto wn Service Ce nter 0 35 70 140 210 280 Feet Map Scale Produced on: 12/8/2022 Key Selected Parcels Imp 100 No 300 I= 500 Others 200 _ 400 I nstr ument Prepared by and record and Return to: Louis J. C arbo ne, F .sq. Law Offices of Louis J. Carb one, P.A. 90 SE 46' Avcnuc, Suite 1 Delray Beach. Florida 33483 File Numb er. 8490-2021 Witt Call Na.: Property Appraiser's Parcel ID. N o: 20-43-46-03-02-000-0100 1 tSpatcAbove Thi s I.inc For Reci nding t)aial WARR ANTY DEED IS FACliri)RY V ORM SF(F k)N 689.02 F .S .) CFN 20210015161 OR BK 32089 PG 777 RECORDED 01/12/2021 12:16:08 Palm Beach County, Florida AMT 4,450,000 .00 DEED DOC 31,150 .00 Joseph Abruzz o Clerk Pgs 0777-0778; (2Pgs) THIS INDENTURE is made this •-• day bfJannary 2021, by and between Kevin C. Clark and Mi chelle F. Clark, Husban d and Wife, whose address is 3250 Poto.Drive Gulf Stream, Florida 33483 Grantor, and Gi na A ddeo, a single woman, whose address is 1001 Rahw ay Road Plainfield, New Jer sey 07060, herein called Grantee'', "Grantor" and `'Grantee" a re used for singular or plural ' as context requires. WIT NESSETH, that said Grantor, for and in c onsideratio n of the sum of Ten and No/ 100 ($10 .00) and other goo d and va luable con sideration to Grantor in hand paid by Grantee, the receipt whereof is hereby acknowledged , have granted, bargained, and sold to the Cirantee and Grantees' heirs andM; assig ns forever, the following -described land situa te, lying and being in Palm Bea ch County, Florida: All of Lo t 10 an d the No rth 50 feet of Lot 11. Polo C ove, according to the map or plat thereof as recorded in Pla t Book 24, Page 73, Public Records of Palm Beach' tou nty, Fl orida. SUBJECT TO: cov enants, conditions and restrictions, easements, pr ohibiti ons of record, if a ny now existing, but any such interest that may have been terminated is not hereby reimposed and zoning or other requirements imposed by governmental au tho rity; restrictions and matters appearing on the plat or otherwise common to the subdivision; public utility easements of record; and real estate taxes and asse ssme nts for the year 2021 and all subsequent years. AND said Grantor does hereby fully wa rrant the title to the land and will defend the same agai nst the lawful claims of all persons whomsoever. Warranty rked CFN 20210015161 B OOK 32089 PAGE 778 2 OF 2 Signed sealed and delivered in our presence: Witness #1 Signature Print Name of Wit ness # ) Lkia lki ness 42 Signature 1-))74:4 Print Name of Vitness #2 Witness #1 Signature Print Name of Witness # I Witness #2 Signature Print Name of Witness 42 STATE OF . t-C.N 2- e COU NTY OF Cllr. W ` 'dn ss..: GRANT OR: jr- Michelle F. Clark This instrument was ackno wledged before me by means o f, Physical Presence or I _j Online N otarization . ti 's y da y of '- cmwnsisi , 202 t by Kevin C. Clark and M ichelle F. Clark_ Husband Arid Wife. who are 1 1 personally kno wn to in or ( f who have pro duced . — (e. g.. . Valid Driver's License, Pasporz, Dffi ial Photo [D. riv.1 as identificatio n_ (Se al) warran Iy 1)oed NOTARY PUBLIC G Printed Name; /r?t4� 1-- Gt v MzQ NOTARY PUBLIC. State of Florida My Commission Expires: _ NOTICE OF APPLICATIO N FOR DEVELOPME NT APPROVAL NOTICE IS HEREBY GIVEN that the Ar chitectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on T UESDAY, J ANUARY 24, 2023, AT 8:30 A .M . and the Town Commis sion will hold a Public Hearing on FRID AY, FEBRUA RY 10, 2023, AT 9:00 A.M ., both in th e William F. Koch, Jr. Commission Chamber s of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An appli cation submitted by Gary Eliopoulo s, as Agent for Gina Addeo, own er of th e prop erty locat ed at 3400 Polo Driv e, Gulf Stream, Florida, legally described as PLAT OF POLO COVE LT 10 & N 50 FT OF LT 11. 1. Level 3 Architectural/Site Plan Review to permit the construction of a new 7,464 sq. ft. two-story Bermuda -style two- story, singl e-family dwelling with two -car garage, and pool. The Architec tural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the me etings noticed above. These m eetings may be adjourned from time to time and place to place as may be nec essary to hear all parties and evidence. T he complete application mate rials are on file in th e Office of the Town Clerk loc ated at 100 Sea Road, Gulf Stream, Florida 33483, and may be re viewe d during regular busine ss hours, whi ch generally include non -holiday weekdays from 9:00 A .M . to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Arc hitec tural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the times and place aforesaid and be heard. SHOULD ANY IN TERESTED PART Y SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW A ND PLANNING BOAR D OR T HE TOWN COMMISSION WIT H RESPECT TO ANY MA TTER CONSIDER ED AT THESE PU BLIC H EARINGS, SAID PARTY W ILL NEED A RECORD OF THE PR OCEEDING S, AND FOR SUCH PUR POSE, M AY N EED TO ENSUR E TH AT A VERBATIM RECOR D OF THE PROCEEDINGS IS MADE, WHICH RECOR D INCLU DES THE TESTIM ONY AND EVIDEN CE UPO N W HICH THE APPEAL IS TO BE BA SED. 286.0105, F.S.S. Dated: January 11, 2023 TOWN OF GULF STREAM R ene e R. Basel, Town Clerk