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07 03 19 Agenda with back-up
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L 0 T 2 (PLAT BOOK 53, PAGE 48) i w N w a j LCHAIN LINK FENCE �O w � pL Y NEW SWING GATE m w I Za / 1 1 Z 4 O O I i U Q in ya / o`er i I w i w U j o s Mo N oof GULF STREAM GOLF COURSE 'n' (NOT PLATTED) co� 2Cv� 'WALL i O o I ry , WALL U 30.0' O h o(o 30.0' / ORAL STONEcave. FOR GRAVEL / DRIVER E i FLooR I I ' + v.51 CCD)/ I o U o i FOUNTAIN II U wz I 2 I ; I 3' EASEMENT ACCORDING TO THE AGREEMENT FOR EASEMENT GRANT DATED APRIL 8, 1989 u o'ct, w F P I n ----- ----- ----- ---- ---- ---_� e GRAVEL DRIVE DRIVE {n�}If}yrs i - -- - �25' % I STORy AT YS,' 4 ( 3 R I r, �, ''�"' I a I EASEMENT AS RECORDED IN DEED BOOK 1141, PAGE 28 N.89112'35"E 17 0.0 0' 1 I i I l.; I I ---- ---'- 1 ----- ------i'-' / --�'-------- NEW SWING GATE I l 1 SET 5/1 IRON ROD WITH CAP I GRAVEL I DRIVE I �� #LB 353 ----;------- �1 _ 36.70' SITE PLAN w U w w Y z a GRAVEL DRIVE SHED 4 5' WOOD FENCE 1 8 9 N.89112'35"E. 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GARAGE x-6.59 22 r F' 0 0 L C 0AtC PA V ED N +6.5 DRI VE +&8 w Na oT PAVED +70 +749 +76 - � G +&07 PA VE D' +884 O LQ Q Q. )ARC= 22.020 - +7.4 GA. = 84007'30" RAS = 15.9 Fff1" IR N ROD WITH CAP jLS 4093 b O +9.1 +9.7 +1106 +1106 Y:IGENERAL CADDIGxdiO3-207.gxd -- 08/31./20%9 — 08:32 AM — Scofo 7 : 240.0000 LEGEND AND SURVEYORS NOTES: �y = CENTERLINE CONI: = CONCRETE P.E. = COX. PAD FOR POOL EWPMENT = CONC. WALL C.A. = CENTRAL ANGLE N.D. = NAIL & DISK JLB 353 IR. = 5/8" IRON ROD WITH CAP #LB 353 +7.45 = ELEVATION BASED ON NORTH AMERICAN VERTICAL DA TUM 1988. SOURCE. I —NET GPS IETWORK" FLOOD ZONE- X COMWUNITY PANEL NO.: 125109 JUN 03 MAP NO.: 12099CO981 2019 SUFFIX. F Down of Gulf Stream, FL MAP DA TE- OCTOBER 5, 2017 DESCRIPTION.• LOT 15, GULF STREAM PROPERTIES, ACCORDING TO THE PLAT Ti REOF, AS RECORDED IN PLA T BOOK 18, PAGE 27, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF ROUNDA R Y SUR VE Y SITE ADDRESS 29X GU FSTREAM ROAD, GLUSTREAR FLORIDA 33483 MMERY CERTIFY THAT TNS StRVEY WAS MADE LAVER MY RESOMSRE CH4R16 AAV ACUS Tif STAACARDS OF FRAME AS a -T FIRTH BY TF£ FLORIDA BOARD OPPROFES-9aVAL RRVEYORS AAD MAPPERS CV CWTER 6VU-Ci FLORVA ADMNSIPA77r CtXF- RRSUANT TO SECTION 472027, FLORVA STATWES oK P UL D. ENGL_ NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & M,APPR 115708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I 1 I 1 I O co 1 I I i I I SITE PLAN NORTH JU)N0J2019 Town of Gulf Stream, FL TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 15321 Effective Lot Area 15321 1 FAR Calculations EXISTING DEMO NEW NET T" Floor Living 2395 i 417 2812 Ceilings over 15' (double) 2ntl Floor Living I -- ' 1" Floor Covered j 1 arches, overhan s>2�' 2"d Floor Covered I Awnings > 3and screen enclosure at 50% Garage Gross Floor Area 502 I 502 � Out Buildings Total Floor Area Proposed 3314 First 20.000 X.33 5055 Over 20,000 X .20 Total Allowable FAR Per Manual 5055 Total Hardscape Area 4640 j Required Landscape Area lot size x 40% 6128 Actual % Landscape Open Spa" Area 7367 ZONING DATA LEGAL DESCRIPTION LOT 15 GULF STREAM PROPERTIESg, ACCORDING TO THE PUT PUB CdFAECORDS OF PALM BEACH COOKOOUNTY, FLORIDA' OF THE AERIAL MAP w o ASSOCIATES, Eighteen Via Mix— Palm Beach, Florida 3341 Phone: (561) B32 1533 Paz: (561) 032 1520 HO SKINS ADDITION 0 11112 GsrRux FWML z 0 r< a HCT3 � 5/31/2079 � M.M x U 0 Al 3 P RECEIVED !UN © 3 2010 GROUND FLOOR PLAN INDICATES EXIST. MASONRY WALL NORTH E 66 BRIDGES MARSH ASSOCIATES, INC ARCHI18Cf3 Eighteen Vie Mier Palm Beach, Florida 33480 Pb.—: (561) 832 1533 Paz: (561) 832 1520 Z O U Q HOSKINS ADDITION 0 2W ISM SfMM ROAD CWI STREAM, FLORIDA FLOOR PLANz 3 11" Z O NOtE 1mut5FlNXxisrao Z O In 744 K 0 HCTZ 3 05/37/19 N.M 0 A2 0 NEW FLA' TILE ROO EXISTING A. awn of�;rr/f,� fr�am F` ROOF PLAN 2RY ROOF ASSOCIATES, INC ;iehteen Via Miz— elm Heech. Florida 33460 Phone (561) 632 1533 Fez: (551) 632 1520 O IIIADDITI01 Iz ]on ROOF PLAN= 0 0 z c z O W K 0 HCT3 '� OS/31 /19 a M.M i A3 3 11,11111m 0 niI\ ME ISI NEW DETAIL AT CMMNEYJ SLURRY STEPPED ROOF LOUVER FAN VENT DETAIL — NEW IMPACT RATED ENTRY DOOR PAINTED STUCCO TO MATCH EXIS EAST ELEVATION - PROPOSED '�c o Town of Gulf Streem, FC EXISTING CONCRETE ROOF BLE EXISTING PAINTED STUCCO EXISTING IMPACT MINDOWS AND DOORS EAST ELEVATION - EXISTING ASsoCUTEs, :ight— Vie Mi—, atm Beach. Plerida 3341 Ph.— (561) 832 1533 Pu: (561) B32 1520 HOSKINS ADDITION I III GOD STRUX FWKU 1111 ELEVATIONS u 0 m RECIZ, vsD ,UPS ©� 201g Town of Gulf Stream, FL EXISTING CONCRETE ROOF 111E DO ING PAINTED STUCCO EXISTING IMPACT WINDOWS AND DOORS X000 ❑DDD ®■■ � ■■■ L■ L■J 1i 1I 1! Q ■� NEW SIDE DOOR O POOL SOUTH ELEVATION - PROPOSED "Will m Wo ME HE Fa- ON 11 MMFMM illam mills, inioll SOUTH ELEVATION - EXISTING ASSOCIATES, INC :ighte n Via Mi—r .1. Beach, Fl—id. 33480 Phone: (581) 832 1533 Paz: (581) 832 1520 0� HOSKIMIT S ADDITION ELEVATIONS c� z 3 0 0 NOTE: IRI 11T -�WQ DR u�io%u �urznuisi�x w,Ttxwx z 0 w 0 1/4'=1'-0" HCT3 '+ 05/31/19 � M.M D A5 3 EXISTING CONCRETE ROOF TILE EXISTING PANTED STUCCO — EXISTING IMPACT WINDOWS AND DOORS in W ®®1111= 111111No WEST ELEVATION — PROPOSED NEW SHUTTERS TO MATCH — NEW IMPACT RATED WTNDDWS PAINTED STUCCO TO MATCH MT ROOF TILES TO HATCH RECEIVC0 IM 03 2019 Town of Gulf Stream FL WEST ELEVATION — EXISTING c ASSOCIATES, INC Eighteen Via Mi.— Palm ll—h. Florida 33460 Phone: (561) 832 1533 Paz: (561) 832 1520 2 H Z O U HOSKINS ADDITION 0 GWl STMU , FWRIU ELEVATIONS I z a 0 m 0 U+ z O 1/4"=1'-0" N HCT3 0 05/]1/19 a M.M O A6 EXISTING CONCRETE ROOF TILE EXISTING PAINTED STUCCO — EXISTING IMPACT WINOOWS AND DOORS '` RECEIVED q JUN 03 zal9 TOM Of Gulf Stream, FL FLAT ROOF TILES TO MATCH NEW PAINTED WINDOW MATCH EXISTING NORTH ELEVATION - PROPOSED NORTH ELEVATION - EXISTING E ASSOCIATES, INC Eighteen Via Mi— Palm Beach, Plarida 33480 Phone: (561) 832 1533 Pax: (561) 832 1520 z O W NED U HCT3 0 05/31/19 4 N.N 0 A7 2019 2 019 0 t E - /iV1R0,^iMCAT 1171 C -N C-- Roup 139 w WRw q&-0 P* B'aA A im Ph. 5618124600 WW 561YE9741 Landscape hrcM1 if ecdure Lond i n9 L a n ds c op e 9 a n c q a m e p I DwUn Y. 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O m LO Ri E c p E m U m C1. a� m � c z SITE PLAN GENERAL NOTES. - 1. GC. M COORDINATE THE REMOVAL OF EXISCINO VEGETATION AS REQUIRED. 2. ALL DOORS & WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET THE RESIDENTIAL POOL SAFETY ACT. 3, ALL SCREEN DOORS ARE TO BE SELF LATCHING AND SELF CLOSING. LATCH MECHANISM SHALL ME MOUNTED @ 54" 4. ALARMS SHALL ALSO BE INSTALLED ON SCREEN DOORS. G.C. TO VERIFY THAT ALL EXISTS TO THE BACKYARD MEET SWIMMING POOL SAFETY ACT. 5. G.C. TO VERIFY ALL EXISTING CONDITIONS ON SITE PRIOR TO COMMENCMENT OF CONSTRUCTION. NOT ALL EXISTING CONDITIONS ARE NECESSARILY SHOWN ON THIS PLAN. 6. SEE SURVEY FOR EXISTING CONDITIONS. G.C. TO VERIFY'WET WALL' LOCATION WITH SURVEY COMPANY, 7. REFER TO LANDSCAPE ARCHITECTS DRAWINGS FOR INFORMATION ON THE POOL. 8. REFER TO SITE DRAINAGE PLAN BY CIVIL ENGINEER FOR PROPOSED SITE ELEVATIONS, GRADING, ETC. n VICINITY MAP NTS Residence -1535 NORTH OCEAN BLVD. TOWN OF GULF STREAM SITE DATA TABLE 6161®Ni'!6 Grose Lot Ann EffeeWS Lot Ana 40,116SP 37,450 SP TOTAL 40126 SF FAR CaleulaHo- EXISTING DEMO NEW S.P. NET 1 -Flo. LMnB 4,171 S.P. 3 CAR GARAGE 4,171 S.P. CNllnpe over 15' (double) 85 SF OUTDOOR LIVING III FAMILY RM 341 SF Floor IUtnq 1,455 S.P. 709 S.P. 3,167 B.P. 1NFIo Coasnd arches ovarhan a>2Y. 1,015 S. r. AC AREA TABULATION A/C FIRST FLOOR 2 Floor Covered 750 S.P. 2458 SF BREEZEWAY AWning- T and seresn n.lo,un at 5036 VIP GUEST SUITE 709 SF TOTAL Gorage 731 S.F. Gross Floor Ane 9.136 S.P. 709 B.P. Out Building, Tmal Floor Area Proposed 9,845 S.F. First 20,000 X.33 ,600 S.P. a Over20,000X20 .190 S.P. Total Allowable FAR Por Manual 10,090 9. P. Total Hard. -pe Area 16, 30a NARDSCAPE •16,104 S.P. tAT CIV, - 5.938 S.P. i INIAL _22.03] B.P. Required Landscape Arae 14,990 S.F. /ot,/Ie K40% Actual%LandaeaPa Open 37,450 - S Area LOT AREA= 40,126 SQUARE FEET EFFECTIVE LOT AREA= 37,450 ST MAXIMUM FAR =10,090 S.F. SETBACKS FRONT 50' SIDE 30% OF LOT WIDTH (MIN. 15') 110'X.3=33 REAR WATER 25' FAN. CALCULATIONS TOTAL LOT TO C.C.C.L. = 37,450 S.F. FIRST 20,ODO 33% = 6,600 S.F. REMAINDER Q 20% = 3,490 S.F. MAX ALLOWABLE= 10,090 S.F. PROPOSED II S.F. 9,845 S.F. <10,090 S.F. = OK RAINFALL RETENTION CALCULATION USING RATIONAL METHOD (O=CIA) C =,.0 IMPERVIOUS AREA C = 0.2 PERVIOUS AREA I=2'MR. IMPERVIOUS 22,032 SF (1.0 X 2 -/HR X 1 R / 12 in) = 3,672 C.F. PERVIOUS 15,418 SF (.2 X Y/HR X, It/12 in)= 514 C.F. SITE 37,450SF -RETENTION REQUIRED= 4,186 C.F. PROPOSED RETENTION (1,450+2,550«200+500+650)=5,350 C.F. LOT SIZE 6161®Ni'!6 LOT AREA 40126 SF TOTAL 40126 SF EFFECTIVE LOT AREA = 37,450 S.F. LOT COVERAGE NC FIRST FLOOR 4018 SF BREEZEWAY 154 SF 3 CAR GARAGE 731 SF COVERED ENTRY 85 SF OUTDOOR LIVING III FAMILY RM 341 SF OUTDOOR LINING @ GREAT RM 521 SF STAIRCASE 98 SF TOTAL 5928 SF AC AREA TABULATION A/C FIRST FLOOR 4018 SF A/C 2ND FLOOR 2458 SF BREEZEWAY 154 SF VIP GUEST SUITE 709 SF TOTAL 7340 SF F.A.R. 6161®Ni'!6 A/C FIRST FLOOR 4018 SF A1C 2ND FLOOR 2458 SF BREEZEWAY 164 EF 3 CAR GARAGE 731 SF COVERED ENTRY 65 SF GU EST SUITE TERRACE 40 SF MASTER TERRACE 189SF OUTDOOR LIVING I@ FAMILY RM 341 SF OUTDOOR LINING I@ GREAT RM 621 SF STAIRCASE 98 SF TERRACE#2 521 SF VIP GUEST SUITE 709 SF TOTAL 9645 SF 100 SERIES KEY NOTE LEGEND 101 POOL RENOVATION (SEPARATE PERMIT SUBMITTAL) 102 LANDSCAPING I HARDSCAPE- REFER TO LANDSCAPE PLANS 103 WHIGH SUE WALL- REFER TO STRUCTURAL PLANS 104 PROPERTY LINE IUS EXISTING RFSIDFNCF.-RFFRR TO FI MIR PLAN 106 GISTINGGARAGE-RPFERMFLOORPLAN 107 NEW STAIRCASE- REFER TO FLOOR PLAN TOS CONDENSER UNTT LOCATION- REFER TO MEP DRAWINGS 109 BUILDING SETBACK LINE 110 EXISTING DRIVEWAY- REFER M HARD CAPE PLANS 111 EXISTING COVER EDOUFDOORTERRACE i12 NEW PREFNGINF.ERED WOOD TRELLIS @( TREAT ROOM (By OTHERS) 113 OLDCOASTALSETBACKLINE 114 NEWCOASTALSMACKLINE 115 EXISTING SEA WALL TIG NF.WRETAININGWALL j 117 EXISTINGCOVEREDOUTDOORTERRACE 118 $ HIGH BLACK POWDER COATED ALUMINUM FENCE- REFER TO LANDSCAPE PLANS 119 BEACH DUNE WALK OVER: TO MEANDER TO ACCOMMODATE EXISTING SAW FOOT PAIR ACCESST O BEACH IIA NEW +901 HIGH ENTRY GATE - SEE VAIM 121 PROPOSED STEPS- REFERTO LANDCAPE/ HARDSCAPE PLANS 122 PROPOSED PLANTERS- REFER TO LANDSCAPE/ HARDSCAPE PLANS 123 2X2 CAST STONE WITH SYNTHETIC TURF STRIPS BETWEEN STONES SITE PLAN =7 UMN TO MATCH VERY 29 0' O.C. .wS9 2/SB MN DESCRIPTION: IE NORTH 100 FEET -soul soul ERNMENT LOT 1 OF SECTION 1D, UTH. RANGE 49 EAST, PALM BEAT 4 LYING FAST OF THE EASTERLY NEOF NORTH OCEAN B W LE VARI M SQUARE FEET. MORE OR LES£ REFER TO LANDSCAPE PLANS RECEIVED CCC `/ 4 FOR ALL PLANTING SPECIFICATION! MAY 2 2 2019 GARAGE DOOR REFERENCE IMAGE 3A NT5 GATE ELEVATION A MWISAON&E 6161®Ni'!6 An wN A cwAN0E0 PP 0219.10 AcccwaFunw A 9Ea R� atoa,e A.Nle smnnliE 0531.19 W 14 W W M Ln ^^ Ir�TI ' O 1 1 a Job No. 171119 A100 c GOLFMEW DRIVE BOUNDARY, TOPO & TREE SURVEY GRAPHIC SCALE m o SITE IN t5 (IIT FEET) 1 81 1 inch = 20 [L i GEORGE RUSH BLVD 1555 N. OCEAN BLVD. LOCATION MAP 20-43-46-10-00-001-0100 NOT To SCALE NEW COASTAL CONSTRUCTION CONTROL LINE, PLAT BOOK 80, PG. 137 OLD COASTAL CONSTRUCTION CONTROL LINE, PLAT BOOK 36, PG. 91 WALL 0.16' ORTH, TOP OF WALL ELEV. - 23.42' SITE BENCHMARK FOUND Ye• IRON ROD FOUND 1S• IRON ROD 24• SEAGRAPEAND PLASTIC CAP AND PLASTIC CAP 36' SEAGRAPE36• GRAPE L8. / 6504 I I " SEAGRAPE 40' HT COCONUT I I B. i 650C• 36• 38• SEAGRAPE S GRAPE COCONUT C T I I SEMCE 16• RAPE N $9• E 40 18• AHOE 207, �121.00+/- 1 AT&T � I I IBO% 24• MAHOE 29• SEAGRAPE.'�1; J _ I L3/JB E I COMMD CATON309 GATE N $9'22'54" E 261'75 i CONC. o f JSP J HT COCONUT q0 H COCONUTT PROPOSEDED 1 0 y � HT CO UT�OOU WALL f 6OX MOTOR 204.85 83" SEAGRAPE � � 6. E0. +�Fa r�N J RISER I I 40• SEAGRAPE 0\p5. ,g. 23.40 21.99 AT&35.92 y 77.40 1.50' BULK HEAD II De .'ice ROOF COV. LOW FLOOR 1/ / 1 J ; 1 ELEV.= FLOOR X 52• SEAGRAPE Elw O 0 CHAT. ROCK DRIVE �w r J Q I O GATE 4i 9• J Z&80 O gy 0 SURVEY PE LANE 1535 N? d x Za+E� CO 3 I oo MorMR ? � 20 -43 -46 -ate GQ�- -0110 4 LOUS RU f Q1 O. 50 A E\ �y'S. 1C ZONE �.I 1'X1' Q POOINEC. POWE „0, _ \ Lj0' ! 23.40 a 20 R0 ei p�COLUM LLl 3 Q %ey. 33" APE\�£L^(,'j y w H� I Lal 20' OAK g m o F I to L U CO I N J 20 w od p O APPRO%IMATE HIGH WATER MARK O O o i N 4• oA I 18.00 - Ll Ai g g M n U y y>1!11 I Ollpy y PAN 6 ROPOSED z O O I Z CHATT. ROCK DRIVE 1 HT COCONUT W� SEAWALL CAP ELEV. - 10.53 SITE BENCHMARK Q FOUND "X• CUT Z it 12• CATCH E-,, 60.50 1-- I LOO AT&IT I El 10• OCGNUT or,35' HT CO �• HT COC NUT AT WITNESS UNE Q I I ^fBOX RIM EL- 14.77 P• MAHOE LL.�T „36" MAHO SEAGRAPE � 0 4 T C NU IG, TE�y pp.. ,.g CRAP 3 i Y VE A L PADIAT T ,yY �'t'JJJS7 1 40' HT COCO T C3 ) i RETANING 40' HT N 89'22'54" E 249.63COCONUT 89'22 4" E 145.09 N 89'22'54" E 394.72 WALL TOP OF WALL ELEV. - 16.06' 1,50' BULK HEAD 3' BIKE I 1yµ1 SITE BENCHMARK LANEN FOUND is IRON ROD AND PLASPC �f 353 �+' Y / ;;I* 1511 N. OCEAN BLVD. 20-43-46-10-00-001-0700 I SURVEYOR'S NOTES: 1. ALL BEARINGS OR ANGLES SHOWN HEREON ARE BASED ON THE RECORD PLAT UNLESS OTHER'MSE NOTED. - - - - - - 2 LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR RIGHTS-OF-WAY. SOUTH LINE OF GOVERENMENT LOT 1 3. THIS SURVEY MEETS THE STANDARDS OF PRACTICEAS SET SECTION 10, TWP. 45 SOUTH, RANGE 43 EASTFORTH IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE 4. THIS SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY: CLIENT 5. REBARS AND CAPS WERE SET ON ALL CORNERS UNLESS OTHERWISE NOTED. 6. FIELD WORK COMPLETED ON: 7/6/18 NOTE: SUBTRACT 1.66' 7. THIS SUR VE IS NOT VAUD WITHOUT THE SURVEYOR'S SIGNATURE FROM FROM NGVD BENCHMARKAND EMBOSSED SEAL ELEVARION FOR NAVD ELAVATION 8. S SHO YM HEREON ARE BASED ON N. A. V.D. OF 1988 UNLESS NS HOISE NOTED. LEGAL DESCRIPTION: A PORTION OF THE NORTH 100 FEET OF THE SOUTH 168 FEET OF GOVERNMENT LOT 1 OF SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, LYING EAST OF THE EASTERLY RIGHT—OF—WAY LINEOF NORTH OCEAN BOULEVARD. CONTAINING 40,126 SQUARE FEET, MORE OR LESS. PAUL A. DAMS P.S.M. /4531 STATE OF FLORIDA 9. BENCHMARK OF ORIGIN IS CITY OF DELRAY BEACH PAL&WyLCH BENCHMARK NO. P 315 10. THIS SURVEY IS LOCATED IN FLOOD ZONE X @ VE PER N.F.I.P. COMMUNITY -PANEL MAP NO. 125109-0981-F BASE FIRM ELEVATION IS 10 FEET DATE OF FIRM IS 10-05-14 11. PROPERTY ADDRESS IS 1535 NORTH OCEAN BLVD., GULFSTREAM, FLA. pLrw ��� b��VEf) TMFLo SDANDM a LAND waDlnons wR Ml` m C1THETER anon. �. 11 T F. NOTE THE PROPERTY DESGiIBED HEIEDN NAS N07 BEER ABSTRACTED �, F - �' a TO RERECT ANY ENWMBR.WDES THEREON BY THE UNDIMSIGNED AND/OR PAULA. DAMS. INC DATE 3/1/17 f�j[ 'l 'A " CERTIFICATE: FI' I HERS CERTIFY THAT THE ATTAGNM Cp j r\y1 //�Iyy1y1 �L�If �J lC��^"' ". STMN. S ARACIIQ AS SET FDDRET1 BEY THE '-A BOTHIS RMD HAND 41RM: S. �O, .1y� QT \tl11e11' 1 DIAPTER SF -17, PURSUANT TO ScC11DN 47].0]7. RDRIDA STAINES. A!&ECf TO WALTRCATIONS HEREON. PAUL A. DAMS P.S.M. /4531 STATE OF FLORIDA Galloway Double Swing Gat( DATE: cmom t Galloway - 1535 North Ocean Blvd - Gulfstream ADDRESS Dwg. by Jason Brag GATE � MASTERS D7l DIV. of E.D.L. She DATE 5121/l9 2 11 x 1| Y8" Rec Tube External Framing 2 it x !! Y8" Tube Internal Framing Eden Coast (Both Sides)