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011-19 Large Plan
STORMWATER RETENTION CALCULATIONS A. SITE 1NFORMATiON Total Property Area = 31,640 sq.ft. Proposed Drainage Area = 901 sq.ft. Drainage Area impervious Surface (proposed cabana, summer kitchen) = 901 sq.ft. Drainage Area Pervious Surface = 0 sq.ft. B. ESTIMATED STORMWATER RETENTION VOLUME The retention volume is estimated using the Rational Method (Q=CiA) where: C = 1.0 (impervious surface) C = 0.2 (pervious surface) i = I in/hr impervious Surface Runoff Volume: 1.0 x l in/hr x 901 sq.ft. x l ft. /12 in. = 75 cu.ft. Pervious Runoff Volume: 0.2 x l in/hr x 0 sq.ft. x 11/12 in. = 0 tuft. Total Volume to be Retained = 75 cu.ft. Volume Retained in Dry Retention Swale = 91 cu.ft. 6' EASEMENT DRY RETENTION SWALE VOL. RETAINED = 91 CU.FT. 1 Sol X11 N90 000'00 "E 5.001 �o a. ;P. e Q Legend + EXISTING ELEVATION PER ACCURATE LAND SURVEYORS, INC. PROPOSED ELEVATION ---6.75--- PROPOSED ELEVATION CONTOUR FLOW DIRECTION ICI 0 5 10 20 40 Scale: 1" = 10' 74X4 EC IV !.' fps u Plan Background from Site Plan by Ames International Architecture Received 8/29/11 O 2011 Gruber Consulting Engineers, Inc. i~ O v w U bA Q •� L o Revisions 1 2 3 4 5 6 7 8 9 10 O w C7 0 c/1 v A N V4 FL P.E. No. 57466 48 HOURS BEFORE DIGGING CALL 1- 8004324770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Conlraanr is tespmtsihle Gor obtaining Incaiion of existing uti litaLq Prior to commencement of construction aenvitics. Legend + EXISTING ELEVATION PER ACCURATE LAND SURVEYORS, INC. PROPOSED ELEVATION ---6.75--- PROPOSED ELEVATION CONTOUR FLOW DIRECTION ICI 0 5 10 20 40 Scale: 1" = 10' 74X4 EC IV !.' fps u Plan Background from Site Plan by Ames International Architecture Received 8/29/11 O 2011 Gruber Consulting Engineers, Inc. i~ O v w U bA Q •� L o Revisions 1 2 3 4 5 6 7 8 9 10 O w C7 0 c/1 v A N V4 FL P.E. No. 57466 1150 E. ATLANTIC BLVD. ACCURATE LAND SURVEYORS, INC. TEL. (954) 782 -1441 POMPANO BEACH FLORIDA 33060 L.B. #3635 SHEET 1 OF 2 FAX. (954) 782 -1442 IF 11 IS MIN :0 LEGEND OF ABBREVIATIONS: SQ. FT. = SQUARE FEET a = CENTRAL ANGLE P.C.P. = PERMANENT CONTROL POINT A = ARC LENGTH P.B.C.R. = PALM BEACH COUNTY RECORDS CB = CHORD BEARING P = PLAT R = RADIUS N &D = NAIL & DISC R/W = RIGHT OF WAY P.O.C. = POINT OF COMMENCEMENT P.C. = POINT OF CURVATURE P.O.B. = POINT OF BEGINNING P.T. = POINT OF TANGENCY A/C = AIR CONDITIONER WM = WATER METER FND. = FOUND OH = OVERHANG CHATT. = CHATTAHOOCHEE N = NORTH STA. = STATION S = SOUTH F.P.L. = FLORIDA POWER & LIGHT E = EAST N.T.S. = NOT TO SCALE W = WEST B.C.R. = BROWARD COUNTY RECORDS CONC. = CONCRETE D.C.R. = DADE COUNTY RECORDS D.B. = DEED BOOK P.B. = PLAT BOOK CLF = CHAIN LINK FENCE O.R.B. = OFFICIAL RECORDS BOOK BLVD. = BOULEVARD F.F. = FINISHED FLOOR ENCH. = ENCH. GAR. = GARAGE I.P. = IRON PIPE ELEC. = ELECTRIC I.R. = IRON ROD C/L = CENTERLINE P.R.M. = PERMANENT REFERENCE MONUMENT ASPH. = ASPHALT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM MH = MANHOLE U.E. = UTILITY EASEMENT (M) = MEASURED D.E. = DRAINAGE EASEMENT LP = LIGHT POLE A.E. = ANCHOR EASEMENT MAINT. = MAINTENANCE ESMT. = EASEMENT ELEV. = ELEVATION B.M. = BENCHMARK STREET ADDRESS: 2765 Ave Au Soleil, Gulfstream, Florida 33483 LEGAL DESCRIPTIONS: Parcel 1: Lot 92, Place Au Soleil, according to the map or plat thereof, as recorded in Plat Book 27, page 69, of the Public Records of Palm Beach County, Florida. Parcel 2: That certain portion of the North 100 feet of the North 3/4 of the Southeast 1/4 of Section 4, Township 46 South, Range 49 East, Town of Gulfstream, Palm Beach County, Florida, lying East of the Easterly Right of Way line of U.S. Highway No. 1 (State Road No. 51 and West of the Westerly Right of Way line of the Intracoastal Waterway as shown on the Plat thereof, recorded in Plat Book 17, Page 148, Public Records of Palm Beach County, Florida, being more particularly described as follows: Begin at the Northeast corner of Lot 92, Place Au Soleil, according to the Plat thereof, recorded in Plat Book 27, Page 69, Public Records of Palm Beach County, Florida; thence Easterly along the North boundary line of Lot 91, Place Au Soleil, a distance of 5 feet; thence Northerly at a right angle to the North boundary line of Lot 91, a distance of 70 feet; thence Westerly along a line parallel to the North boundary line of Lots 91 and 92, a distance of approximately 120 feet to a point intersecting a line drawn from the Northwest corner of Lot 92 at a right angle to the North boundary line of said Lot 92; thence Southerly at a right angle for a distance of 70 feet to the Northwest corner of said Lot 92; thence Easterly along the North boundary line of said Lot 92 for a distance of approximately 115 feet to the Point of Beginning. NOTES: 1. Unless otherwise noted field measurements are in agreement with record measurements. 2. Bearings shown hereon are based on a bearing of N. 67 008'07" W. along the centerline of Avenue Au Soleil. 3. The lands shown hereon were not abstracted for ownership, rights of way, easements, or other matters of records by Accurate Land Surveyors, Inc. 4. Ownership of fences and walls if any are not determined. 5. This survey is the property of Accurate Land Surveyors, Inc. and shall not be used or reproduced in whole or in part without written authorization. 6. This survey is made for the exclusive use of the certified hereon, to be valid one year from the date of survey as shown hereon. 7. This survey consists on a map and text report. CERTIFICATION: One is not valid without the other. I This is to certify that I have recently surveyed the property described FLOOD INFORMATION: Community name and number: Gulfstream 125109 Map and panel number: 125109 - 0001 -D Index date: Panel date: 09 -30 -82 Flood zone: "B" Base flood elevation: N/A BENCHMARK INFORMATION: Palm Beach County Vertical Control Point "CLUBHOUSE" Elevation = 12.858' NGVD 1929 CERTIFY TO: im in the foregoing title caption and have set or found monuments as indicated on this sketch and that said above ground survey and sketch are accurate and correct to the best of my knowledge and belief. I further certify that this survey meets Minimum Technical Standards under Rule 5J -17 adopted by the Florida Board of Land Surveyors, October I st, 2009. C E A C� NOT VAUO WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR !f AND MAPPER. ROBERT L. THOMPSON (PRESIDENT) PROFESSIONAL SURVEYOR AND MAPPER No.3869 — STATE OF FLORIDA SCALE 1 "= 20' 1 uB`E`RSU -03 -3608 1150 E. ATLANTIC BLVD. POMPANO BEACH FLORIDA 33060 SET 9-76 IRON ROD & CAP 0. FENCE #LB3635 .07' S 10' CHAINLINK FENCE C:) c:) Ar 0,14' W X_7 SET FENCE IR&C ' c 10 ON LINE #LB3635 x10.12 ON LINE NX CORNER OF 75.001 LOT 92 TANK — 'L ' - �_ z SEAL OF A R LINE AND MAPPER. PARCEL NO.2 ZN90*00'00'E 'H �� T 9, RUD 800ir- � cl, 7 20'X2.5' 6.00' EASEMENT LOT 93 0.32' W 0 00 c) c:) m FOUND 1/2' IR&C #353 ACCURATE LAND SURVEYORS, INC. L.B. #3635 — I SHEET 2 OF 2 N90*00'00'W 120,00/ FENCE .16' S .47' W 10' CHAINLINK FENCE , 9.35 TENNIS COURT PARCEL NO.2 CHAINLINK FENCE X—x—x—X—X—Xlx X—X—X- PLAT LIMITS BRICK 115.00' 1 N90*00'00'E cli 00 id )c x — TEL. (954) 782-1441 FAX. (954) 782-1442 TFOUND 1/2' IR x NO III I x 10' CLF O C:) CD x [,- w bi O O CD O POOL HEATER n -00. x 9.80 Y, CD FIRE PIT 1/2, IR&C #353 21 S 5 CLF 'Orl ECEMiLne ON LINE CURVE I LENGTH RADIUS NATURAL 2C GAS- 75.001 45'01'41' TANK f C _�_x_x_x_x .53' o/s N SEAL OF A ------------- P.O.B. AND MAPPER. PARCEL NO.2 ZN90*00'00'E RUD 800ir- � cl, 7 20'X2.5' 5.001 Us Z BRICK DRIVEWAY FIRE PIT 1/2, IR&C #353 21 S 5 CLF 'Orl ECEMiLne ON LINE CURVE I LENGTH RADIUS SEP ul 2C FOUND 75.001 45'01'41' IR NO ID f C L .53' o/s N SEAL OF A ------------- P.O.B. AND MAPPER. PARCEL NO.2 ZN90*00'00'E RUD 800ir- � cl, 7 20'X2.5' 5.001 ANCHOR 0.59 20 0 10 20 cj.3'7 L A GRAPHIC SCALE POOL 5 A 1'-20- LOT 91 . . . * * * ' ........................... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . ... . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... ............................. .................. ................................ ............... ........................ .................... .............................. ................ ........ .................................. .......... ........... .... , ........... _ � ......... .............. ... ........ ............ ........................................................ ....... . ......... ............ ............ ......................... ........................ ...: ':::'::': :::::::: ::;:::::':::=1 ..................... ................... STORY.%— ............... ......... ... � ... .............. .................. ..... RES. Ln........ ................ ........ .* ......... . *.**.* ...LOT LOT ........ ................. .... . . uIn ................. . .............................. l .................................. .................. ......... ............................................... ............................................................. ............................. ......................... F.F. ELEV,= ............ ........................ ............. ELEV. -9.40' NGVD ............ ......... ... .............................................. ............. .......................................................... ........................................................................... ... ............................. ...................................... ........................................................................... .................................................. ......................... ............... .......................... ............................................ ..................................................................... ................ ......................... .. i� .5...4.0 . ...... . ._ ... ........ . .. .................. . .. .. . . ... . Nt .. . TE 8i FOUND NAIL SET 6 IRON ROD & CAP 6P &'o # LB3635 FOUND I.R. NO ID 1.81' 0'o; S .4 .26' o/s W DENOTES ELEVATIONS BASED ON N VD1929. B,66 (80, CURVE TABLE CURVE I LENGTH RADIUS I DELTA Cl 1 58.95 75.001 45'01'41' C2 1 49.61 31.581 90*00'00'j SITE- 13M FOUND. NAIL' UPDATE/TOPOGRAPHIC SURVEY 1 -1189 . .5.3 05-03-11 MLW DAZE OF SURVEY: DRAW Br. CHECKED BY' 06-05--03 1 MLw MLw 'A 9.21 FOUND 1/2' IR&C #353 FOUND x- IR&C NO ID PRC v xs A E C:) 'A NOT VAUD VATHOUT THE SIGNATURE AND x 9.18 THE ORIGINAL RAISED SEAL OF A UCENSED SURVEFLORIDA YOR AND MAPPER. RUD 800ir- 17 cl, 7 20'X2.5' 1091-77 ANCHOR 'A 9.21 FOUND 1/2' IR&C #353 FOUND x- IR&C NO ID PRC v xs A E C:) NOT VAUD VATHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A UCENSED SURVEFLORIDA YOR AND MAPPER. RUD 800ir- SCALE 1"=20' 1091-77 m9jmMm'NSU-03-3608 TOWN OF GULF STREAM SITE DATA 7A5LE GROSS LOT AREA 0 31640 S.F. EFECTIVE LOT AREA URBAN DESIGN STUDIO ARCHITECTURE + DESIGN 4939 PINEMORE LN. LAKE 31640 S.F. F.A.R. CALCULATIONS EXISTING DEMO NEW NET 1st FLOOR LIVING 3546 S.F. N/A S.F. 0 S.F. 3546 S.F. CEILING OVER 15' 0 S.F. N/A S.F. 0 S.F. 0 S.F. 2nd FLOOR LIVING N/A S.F. N/A S.F. N/A S.F. N/A S.F. TOTAL LIVING 3546 S.F. N/A S.F. 0 S.F. 3546 S.F. 1st FLOOR COVERED 40 S.F. N/A 5.F. 0 S.F. 40 S.F. 2nd FLOOR COVERED N/A S.F. N/A S.F. N/A S.F. N/A S.F. TOTAL COVERED 40 S.F. N/A S.F. 0 S.F. 40 S.F. GARAGE 478 S.F. N/A S.F. N/A S.F. 478 S.F. GROSS FLOOR AREA 4064 S.F. N/A S.F. 0 S.F. 4064 S.F. OUT BUILDING 0 S.F. N/A S.F. 660 S.F. 660 S.F. TOTAL F.A.R. PROPOSED FIRST 20,000 x .33 6600 S.F. OVER 201000 x .20 2328 S.F. TOTAL ALLOWABLE F.A.R. PER MANUAL 8482 S.F. TOTAL WARDSCAPE AREA REQUIRED LANDSCAPE AREA (40 %) 12656 S.F. ACTUAL % OPEN SPACE /LANDSCAPE AREA 2022cf S.F. BUILDING TO EASEMENT NEW ACCU LANDSCAPE BUFFER SEE NOTE SITE PLAN NOTES 1. LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18" ABOVE CROWN OF ROAD. 2. LOT DRAINAGE SHALL BE AS ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 3. LANDSCAPING, IRRIGATION, BERMING, ETC., SHALL BE AS ALL LOCAL CODES, REGULATIONS, RESTRICTIONS HAVING JURISDICTION, AND FURTHER, AS SELECTED AND DIRECTED BY BUILDER. (NOT A PART OF THE AMES DESIGN INTERNATIONAL CONTRACT). 4. DRIVEWAYS, WALKWAYS, SLAB ON GRADE, POOL DECKS, SWIMMING POOL ARE BY OTHERS AND PERMITTED SEPARATELY.(NOT A PART OF URBAN DESIGN STUDIO, CONTRACT). 5. SWIMMING POOL, DECK, SPA, ETC., BY OTHERS, SEE POOL SUBCONTRACTORS ENGINEERED SHOP DRAWINGS. PERMITTED SEPARATELY AND NOT A PART OF URBAN DESIGN STUDIO CONTRACT. SEE OWNER. 6. LAND SURVEYOR SHALL VERIFY LOCATION OF HOUSE ON SITE AND ANY OCCURRING SETBACK ENCROACHMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ANY WORK BEING DONE. 7. SITE PLAN AS DRAWN REFLECTS ARCHITECTS CONCEPTION OF OVERALL SITE LAYOUT AND FEATURES, AND MAY NOT NECESSARILY BE AN ACCURATE REPRESENTATION OF THE BUILDERS STANDARD INCLUDED FEATURES OR LAYOUT AND DESIGN. _;. d ?,4 ?"0. RELOCATE - EXISTING TREE RELOCATED PALMS EXISTING e L,I =TI©N MAO NTS � s `— Nq0 °00'00 "E 5.00' EXISTING FENCE `moo O \ VNl \ q 1 \ 1 \ i j \ � i \ 1 \ I \ 1 \ i \ I \ 1 \ 1 \ 1 1 \ 1 I \ 1 \ 1 \ � i \ i 1 \ 1 \ i 1 � I .01 � I � � 1 � / /1000, / LEGAL DESCR I PT 1 ON PARCEL 1: LOT °(2, PLACE AU SOLEIL, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 6cf, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. PARCEL 2: THAT CERTAIN PORTION OF THE NORTH 100 FEET OF THE NORTH 314 OF THE SOUTHEAST 114 OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 401' EAST, TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA, LYING EAST OF THE EASTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY No. 1 (STATE ROAD No.5) AND WEST OF THE WESTERLY RIGHT OF WAY LINE OF INTRACOASTAL WATERWAY AS SHOWN ON THE PLAT THEREOF, RECORDED IN PLAT BOOK 17, PAGE 148, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULAR DESCR15ED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT c(2, PLACE AU SOLEIL, ACCORDING TO T14E PLAT THEREOF, RECORDED IN PLAT BOOK 27, PAGE 64, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE EASTERLY ALONG THE NORTH BOUNDARY LINE OF LOT 41, PLACE AU SOLEIL, A DISTANCE OF 5 FEET; THENCE NORTHERLY AT RIGHT ANGLE TO THE NORTH BOUNDARY LINE OF LOT ch, A DISTANCE OF 70 FEET; THENCE WESTERLY ALONG A LINE PARALLEL TO THE NORTH BOUNDARY LINE OF LOTS cfi AND 42, A DISTANCE OF APPROXIMATELY 120 FEET TO A POINT INTERSECTING A LINE DRAWN FROM THE NORTHWEST CORNER OF LOT 42 AT A RIGHT ANGLE TO THE NORTH BOUNDARY LINE OF SAID LOT q2; THENCE SOUTHERLY AT A RIGHT ANGLE FOR A DISTANCE OF 70 FEET TO THE NORTHWEST CORNER OF SAID LOT q(2; THENCE EASTERLY ALONG THE NORTH BOUNDARY LINE OF SAID LOT C12 FOR A DISTANCE OF APPROXIMATELY 115 FEET TO THE POINT OF BEGINNING. ►s f� e� 22'X2.5' \ ANCHOR \ EASEMENT \ e e / / / / ,'/ LENGTH 55.85' DELTA 45 °011411 RADIUS 75 010' a dO N N 0 tuo ^ a v] I Z; K° (� 1 On V a0 �t- 0 M URBAN DESIGN STUDIO ARCHITECTURE + DESIGN 4939 PINEMORE LN. LAKE WORTH, FL 33463 phone(561 )676 -3937 FAX(561)966 -2074 'E' MAIL; ude•beboutKnet AR #0016718 ttW �.t W W W 0 �Q Z J ,P . -. 3 Zk'Y U `w y w 11 In ago cr 3() Fy c NHO os ' e � COPYRIGHT 6 2011 URBAN DESIGN STUDIO - THIS DRAWING AND THE ARCHITECTURAL WORK DEPICTED THEREIN, INCLUDING DESIGNS, ARRANGEMENTS, AND PLANS REPRESENTED BY THIS DRAWING ARE THE INTELLECTUAL PROPERTY OF THIS OFFICE. THESE DRAWINGS ARE ON LOAN FOR USE ON, AND IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. NO PORTION OF THIS DRAWING, DESIGNS, ARRANGEMENTS, AND ARCHITECURAL WORK SHALL BE REPRODUCED, USED BY, DISCLOSED OR SOLD TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT PRIOR WRITTEN PERMISSION FROM URBAN DESIGN STUDIO. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. OWNER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN. NdDAB ._......_ --------------------- ........... ..............._. ....... ...... ..........-.... ............................... I 05 -31 -2011 START PRELIMINARY DU* 'S 2 0 - -01 -2011 SUBMISSION TO ARB SITE PLAN DHA BY R.B. SHEET NO A01 OF 5 START DATE 05 -31 -2011 .xB N0. -11-10,914 �t- I i _i o I ° I N I I NEW ACLU E I o rn € NN N I I &5 j� _ ............. �..... ..... 211-011 ' u 14 -0 ell OLL .41 131-411 t ; u WD /STUCCO ----------- II -oil - - - - -- +44" � BEAM 38" +4411- ;. AHU ABV CL05ET L—— N0. � 11_1044 T+_ I f I cl I "I REF - -- if -------------- ;L II= _ 41 —01' 0�_ qo GLG. SINK v GAS G ILL RE + aI,NK X OUTDOOR BAR _ "v 4c► TH i� 40 LG € -4►- 1 �� 1 in 3211 68, t_ I_�€ + z O - - - -_ _ - -m - - -- ---- - - -i-3 -- - -- - - - - -- -- PANEL \ I _€ - ---------- ----- - - - - - SS - - - -- --- -� ACG - +4411 \ ' GLG N CLOSET / IT — -r I— Tr rr — -7 I— — \ T ALLO FOR A14U 421' AFF / 411 ( II w /KNEE SP CE / 4' -6" 71 -1111 2' -(°° 7' -0° 8" 3'_8'1 II II 1i)' -6" II II �II 1 \ / I III II II II II II II I ® I \ // i III II II I II II II II ir \ / CABANA III II II I II II II II \\ // VAULT GLG. 3 i III- II II II II II II a o I I I I I I YERIAN�AI I I I I I I I � ,� ? It. I T. It I. I _L 11 ..... � N � � \ , ipl III II II I II II II II EX15 -¢IN III IIR II II II II STAIN \\ III OLOOR �f�INjSNI I 3 "x811 WD CONCRETE FLOOR FINISH \\ i I(I I ( I I (I ) ( (I I I MEMBER 4"x1211 WD / \ ; III II II II II II II MEMBER _ :. .....::.....: - +44" II-- -J I ` L — - - -- NEA ATE I l l ■■ ■Ili ■1 ■ ■ ■ ■■ 1 ■ ■ ■ ■ ■ ■1 ■ ■ ■ ■ ■ ■■ �■ v € . �13 I r L_ EXISTING GAS TANK Sl �. I NEW STEPPING STONES I 0 € r N EXI5TIN6 SUNaEGK Z X w H EXI5TIN6 HOUSE WINDOW 4 DOOM SCHEDULE # SIZE TYPE SILL NIAT'L. EGRESS TRANSOM REMARKS WIND 101 17'- 6 "x7' -0" SLIDE SWING N/A ALUM. EGRESS - - -- NANA WALL WA67 +0.00 / -0.00 102 21- 6 11x4' -0" CASE 36" SILL ALUM. - - -- - - -- - - -- +0.00/ -0.00 NOTES: 1. VERIFY ALL ROUGH OPENINGS IN FIELD FOR PROPOSED WINDOW OR ODOR FIT. 2. PROVIDE ST. STL OR BRASS HARDWARE FOR ALL DOOR 4 WINDOWS. (V.I.F.) 3. BUILDER TO V.I.F. W/ OWNER ALL PRODUCT* EXI5TIN6 POOL. DECK I I ' 13h n 811 G o0 i ta00R / WIN170W NOTES t� MATERIAL SELECTIONS N0. � 11_1044 t ;L i ta00R / WIN170W NOTES 1 1. SEE PLAN AND ELEVATIONS FOR NIGH GLASS SIZE AND LOCATIONS. 2. ALL GLAZING SHALL COMPLY WITI -f CHAPTER 24. OF F.B.G. 2007 RES. WITH 2O04 AMENDEMENTS. 3. SEE DETAIL SHEETS FOR ANCHORAGE OF ALL DOOR JAMBS, HEADS AND SILLS. ALSO REFER TO DETAIL SI -IFFY FOR ANGI- IORAGE OF GARAGE ODOR BUCKS. 4. ALL WINDOWS AND GLASS IN EXT. DOOR TO BE IMPACT - RESISTANT GLASS. 5. EGRESS WINDOWS SHALL COMPLY WITH SEC. 1005.4.2/F.5.G. 2007 RES. WITH 2O0ci` AMENDMENTS EACH EGRESS WINDOW SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WITH, 24" IN HEIGHT AND MIN. OF 5.7 S.F. IN AREA. BOTTOM EDGE OF SUGI -I OPENING SHALL NOT BE MORE THAN 44" AFF. AND NO PART OF THE OPERATING MECHANISM SHALL BE MORE THAN 54" AFF. THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. 6. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED GLASS. 7. EMERGENCY EGRESS DOOR - DO NOT SHUTTER. 8. ODORS BETWEEN GARAGE 4 HOUSE MUST HE SOLID GORE 1 314" THICK W/ 2x4 SOLID RABBETED JAMB, OR A C -LABEL METAL DOOR 4 JAMB. DOORS TO HAVE AUTOMATIC CLOSER AS INDICATED IN DOOR SCHEDULE. cf. GENERAL CONTRACTOR TO FIELD VERIFY ALL WINDOW 4 DOOR SIZES /OPENINGS PRIOR TO ORDERING FROM SUPPLIER. 10. FOR ALL EXTERIOR DOORS /WINDOWS, PRODUCT APPROVAL IS REQUIRED. SUBMIT TO ARCHITECT OR ENGINEER FOR REVIEW AND TO BUILDING DEPT. FOR APPROVAL. 11. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER. 12. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOORS TO BE TEMPERED GLASS. 13. G.G. TO COORDINATE THRESHOLD FOR ALL DOORS ON MASONRY WALL. 14. OPERABLE WINDOWS WITH MORE THEN ONE LOCKING POINT SHALL HAVE ONLY ONE POINT OF OPERATION. MWIRAL IR/ 1 �iS: 1. SEE FOUND. PLAN FOR SLAB STEPS 4 SLOPES 4 FOR COLUMNS, FILLED BLOCK CELLS, ETC. 2. VERIFY ALL MASONRY * WD. FRAME OPENING SIZES TO FIT DOORS It WINDOWS BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. 3. USE WATER - RESISTANT GYP. BOARD IN ALL BATHROOMS 4 OTHER NET AREAS. 4. PROVIDE WOOD BACKING BEHIND CABINETS, SHELVES, BATH ACCESSORIES, ETC. 5. ALL ATTIC SPACES AND SPACES ABOVE CEILING SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT TO EXCEED 3,000 S.F. BY DRAFT STOPS. PROVIDE A 22 "x36" (MIN) ATTIC ACCESS INTO EACH SPACE DIVIDED BY A DRAFT STOP. (SEE DTL SHEET) L L i I � L I I ( I i ( I I I I I I 411 1 Q I a N N a o 0 �a It 0 3 ^�O ■ OJ 4 O M URBAN DESIGN STUDIO ARCHfTECTtRE + DE3K3N 4939 PINEMORE LN. LAKE WORTH, FL 33463 phone {56176 -3937 FAX (561)966 -2074 'E' MAIL ; ude•beleouth.net AR #0016718 W W W W _4ECEM '. a: _ Ww � J ;�$`ist f,,l QOO N ~ o COPYRIGHT i 2011 URBAN DESIGN STUDIO —THIS DRAWING AND THE ARCHITECTURAL WORK DEPICTED THEREIN, INCLUDING DESIGNS, ARRANGEMENTS, AND PLANS REPRESENTED BY 74415 DRAWING ARE THE INTELLECTUAL PROPERTY OF THIS OFFICE. THESE DRAWINGS ARE ON LOAN FOR USE ON, AND IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. NO PORTION OF THIS DRAWING, DESIGNS, ARRANGEMENTS, AND ARGHTTECURAL WORK SHALL BE REPRODUCED, USED BY, DISCLOSED OR SOLD TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT PRIOR WRITTEN PERMISSION FROM URBAN DESIGN STUDIO, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. OWNER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN, 1 05- 31 -20ll START f'RELIMMARY DUXs'S 2 fd9 -01 -2011 SUBMISSION TO ARB ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... . . FLOOR PLAN OMWN I$Y � R.B. SHEET NO START DATE � 05 -31 -2011 JIM MATERIAL SELECTIONS 1 1. SEE PLAN AND ELEVATIONS FOR NIGH GLASS SIZE AND LOCATIONS. 2. ALL GLAZING SHALL COMPLY WITI -f CHAPTER 24. OF F.B.G. 2007 RES. WITH 2O04 AMENDEMENTS. 3. SEE DETAIL SHEETS FOR ANCHORAGE OF ALL DOOR JAMBS, HEADS AND SILLS. ALSO REFER TO DETAIL SI -IFFY FOR ANGI- IORAGE OF GARAGE ODOR BUCKS. 4. ALL WINDOWS AND GLASS IN EXT. DOOR TO BE IMPACT - RESISTANT GLASS. 5. EGRESS WINDOWS SHALL COMPLY WITH SEC. 1005.4.2/F.5.G. 2007 RES. WITH 2O0ci` AMENDMENTS EACH EGRESS WINDOW SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WITH, 24" IN HEIGHT AND MIN. OF 5.7 S.F. IN AREA. BOTTOM EDGE OF SUGI -I OPENING SHALL NOT BE MORE THAN 44" AFF. AND NO PART OF THE OPERATING MECHANISM SHALL BE MORE THAN 54" AFF. THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. 6. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED GLASS. 7. EMERGENCY EGRESS DOOR - DO NOT SHUTTER. 8. ODORS BETWEEN GARAGE 4 HOUSE MUST HE SOLID GORE 1 314" THICK W/ 2x4 SOLID RABBETED JAMB, OR A C -LABEL METAL DOOR 4 JAMB. DOORS TO HAVE AUTOMATIC CLOSER AS INDICATED IN DOOR SCHEDULE. cf. GENERAL CONTRACTOR TO FIELD VERIFY ALL WINDOW 4 DOOR SIZES /OPENINGS PRIOR TO ORDERING FROM SUPPLIER. 10. FOR ALL EXTERIOR DOORS /WINDOWS, PRODUCT APPROVAL IS REQUIRED. SUBMIT TO ARCHITECT OR ENGINEER FOR REVIEW AND TO BUILDING DEPT. FOR APPROVAL. 11. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER. 12. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOORS TO BE TEMPERED GLASS. 13. G.G. TO COORDINATE THRESHOLD FOR ALL DOORS ON MASONRY WALL. 14. OPERABLE WINDOWS WITH MORE THEN ONE LOCKING POINT SHALL HAVE ONLY ONE POINT OF OPERATION. MWIRAL IR/ 1 �iS: 1. SEE FOUND. PLAN FOR SLAB STEPS 4 SLOPES 4 FOR COLUMNS, FILLED BLOCK CELLS, ETC. 2. VERIFY ALL MASONRY * WD. FRAME OPENING SIZES TO FIT DOORS It WINDOWS BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. 3. USE WATER - RESISTANT GYP. BOARD IN ALL BATHROOMS 4 OTHER NET AREAS. 4. PROVIDE WOOD BACKING BEHIND CABINETS, SHELVES, BATH ACCESSORIES, ETC. 5. ALL ATTIC SPACES AND SPACES ABOVE CEILING SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT TO EXCEED 3,000 S.F. BY DRAFT STOPS. PROVIDE A 22 "x36" (MIN) ATTIC ACCESS INTO EACH SPACE DIVIDED BY A DRAFT STOP. (SEE DTL SHEET) L L i I � L I I ( I i ( I I I I I I 411 1 Q I a N N a o 0 �a It 0 3 ^�O ■ OJ 4 O M URBAN DESIGN STUDIO ARCHfTECTtRE + DE3K3N 4939 PINEMORE LN. LAKE WORTH, FL 33463 phone {56176 -3937 FAX (561)966 -2074 'E' MAIL ; ude•beleouth.net AR #0016718 W W W W _4ECEM '. a: _ Ww � J ;�$`ist f,,l QOO N ~ o COPYRIGHT i 2011 URBAN DESIGN STUDIO —THIS DRAWING AND THE ARCHITECTURAL WORK DEPICTED THEREIN, INCLUDING DESIGNS, ARRANGEMENTS, AND PLANS REPRESENTED BY 74415 DRAWING ARE THE INTELLECTUAL PROPERTY OF THIS OFFICE. THESE DRAWINGS ARE ON LOAN FOR USE ON, AND IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. NO PORTION OF THIS DRAWING, DESIGNS, ARRANGEMENTS, AND ARGHTTECURAL WORK SHALL BE REPRODUCED, USED BY, DISCLOSED OR SOLD TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT PRIOR WRITTEN PERMISSION FROM URBAN DESIGN STUDIO, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. OWNER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN, 1 05- 31 -20ll START f'RELIMMARY DUXs'S 2 fd9 -01 -2011 SUBMISSION TO ARB ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... . . FLOOR PLAN OMWN I$Y � R.B. SHEET NO START DATE � 05 -31 -2011 JIM mo OF 5 k N0. � 11_1044 k FLAT ROOF OVER SUMMER KITCHEN T.O.T.BM. — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - El ct I -011 — - - ---------- ___ T.O.BEAM ........................... . . EXISTING HOUSE --i c() 4" STUCCO EXISTING DECK TO REMAIN— BAND J T.O.SLAB — - — - — - - — - — - — - — EL.+ 0 1- 0 F_ L STUCCO BASE NORTH ELEVATION MATCH MAIN HOUSE WHITE FALT CEMENT TILE TO MATCH MAIN HOUSE MATCH MAIN HOUSE WHITE FALT CEMENT TILE TO MATCH MAIN HOUSE T.O.T.5M. Tt E= I EL il w .+ at -o Lj P41) FASCIA V4PITE STUCCO TO MATCH QUIONS TO MATCH MAIN HOUSE I MAIN HOUSE F77 PROPOSED LLLL CABANA HOUSE FINISHES TO MATCH EXISTING - cn co Nil; U6 - — - — - — - — - — - — -- T.O.SLAB EL.+ 0'-01' STUCCO BASE T.0 T.5M. ii i ii ii ii ii ii 1L Jz EL. q 1-0 ii 1i ii i! �i �i i: — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------- 11 " E E � -tot— ND FASCIA ........... TO MATCH WWI TE STUCCO MAIN 44OUSE QUIONS TO MATCH t MAIN HOUSE PROPOSED CABANA HOUSE FINISHES TO EXISTING HOUSE—] MATCH EXISTING 411 STUCCO T.O.SLAB BAND — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — wEL.+'O 1-011 WE57 ELEVATION T.O.T 5M EL.+ 4. -0" T.O.SLAB '� EL.+ 0'-0ll W F— MATCH MAIN HOUSE WHITE FALT CEMENT TILE TO MATCH MAIN HOUSE 'J, 11,JILI _j t 1, -,_JLJLj z WOOD TRELLIS T J." Jz T.O.T.5 - - - - - - - - - - - - - - - - - - — . ... t : ; tt zt t > T. O.T B -M + o I E EW 6 II j t ND FASCIA TO MATCH C4 MAIN HOUSE .................. o STUCCO STUCCO i l} ------------- . .. ........... .......... ............... ------------ COLUMN COLUMN - --- ---- ........... .......... CD ............. .......... ... . ................ . ......... TNMCI EXISTING HOUSE--] t: V-7 ir CID z c() . ....... ........... ........... ... --- - -- ------ ii C4 i (n STUCCO - ---------- ......... ...... BAND F T.O.SLA5 7 "F EL.+ 0 1- oil - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — T.O-SLA5 1- Oil CMU PEDESTAL STUCCO BASE V4/STUCCO BASE AND EAST ELEVATION 5ANDINGS ul is 0 C4 co C4 0 URBAN DESIGN STUDIO ARCHITECTURE + DESK3N 4939 PINEMORE LN. LAKE WORTH, FL 33463 phons,J561)676-3937 FAX(561)966-2074 'E' MAIL; ludesbelsouUumt AR#0016718 C) Lu cc Lu 0 E a::E 9u. ',u a REC E O !_ NN Ac a LU LL Ac 0 > M < R cr. R 0-1 LL COPYRI GHT • 2011 URBAN DESIGN STUDIO - THIS DRAWING AND THE ARCHITECTURAL WORK DEPICTED THEREIN, INCLUDING DESIGNS, ARRANGEMENTS, AND PLANS REPRESENTED BY THIS DRAWING ARE THE INTELLECTUAL PROPERTY OF THIS OFFICE. THESE DRAWINGS ARE ON LOAN FOR USE ON, AND IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. NO PORTION OF THIS DRAWING, DESIGNS, ARRANGEMENTS, AND ARC441TECURAL WORK SHALL BE REPRODUCED, USED BY, DISCLOSED OR SOLD TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITWOUT PRIOR WRITTEN PERMISSION FROM URBAN DESIGN STUDIO. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. OWNER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SWaAN• REVISIONS "'MTE- ------ - ------ - - bi_k__,0whbk ------------------------ - --- - - - - - - - - - - ---------- - -- 2 OS-01-2011 SUBMISSION TO AR5 .......... .......... - ----------- - - ELEVATIONS DRAWN BY R.B. SHEET No A 0 3 OF 6 SCALE 4 �11.11_011 $T#Jtr DATE 06-31-2011 Jd8 Na � 11_1044 PRE-FAB ROOF TRUSSES T.O.T.51-1. EL. + Of'- 0 ND FASCIA — CONC. BEAM SEE PLANS — CMU WALL — ,t T.O.SLAB 'EL.+ 0'-0" STEM WALL FOUNDATION FOAM INSULATION ■ 02 4" SLAB • GRADE SECTION 'A' WHITE FALT CEMENT TILE TO MATCH MAIN HOUSE 3x8 ND TRELLIS T.O.T.BM. EL.+ -0" 01'' T.O.TZMt- EL. + 7 1- 8 CONC, BEAM SEE PLANS SUMMER KITCHEN m BEY ND 1% 7e%% m VERAWA T.O.SLAB EL.+O'-O' , PAVER DECK TO MATCH EXISTING STEM WALL FOUNDATION MATCH MAIN HOUSE T.O zz z zz t: zz .T.5M. z zz ti- Z; ti NN tt z zz ;z N zt tz w EL. + Of 1— 011 z z TUMBLE ND FASCIA TO MATCH MAIN HOUSE X STUCCO FINISH DECO SHUTTERS. STUCCO WHITE STUCCO TRIM QUIONS TO MATCH MAIN HOUSE 0 411 -1 STUCCO rn 21-1011 T.O.5LA5 BAND %FEL.+ 0 1-011 1.77 W--- T.O.T.BM. EL. + Of' -0" 4;1 T.O.5!=A5 'EL.+ 0'-o" 0 CONC. TIE BEAM SEE PLANS FOR TRUSS ANCHOR T.O.T.BM. EL. + O1" -0" CMU WALL T.O.SLAB EL. + 0 1- 0 STEM WALL FOUNDATION b-21-0111.1 Typ. 3x8 ND TRELLIS 1;7 T.O.T 5M EL, + 4 1 -O 0 - 4x12 ND TRELLIS SUMMER KITCHEN BEYOND CMU PIER EXISTING DECK NEW ADDED DECK T.O.SLAB Ak EL.+ 0 1- 01" STUCCO BASE SOUTH ELEVATION PRE-FAB ROOF TRUSSES H.S. SEE PLANS FOAM INSULATION w --i IlRoll 4" SLAB ON QRAUAA SECTION '5' WHITE FALT CEMENT TILE TO MATCH MAIN HOUSE BxB ND TRELLIS _rvlll 4xI2 ND TRELLIS BEAM 77,17-111rl", -5 JL T.O.T.BM. CIE -011 H.S. SEE PLANS 5ATH SEE PLANS FOR CONNECTION CONC. FOR STEPS SECTION 'C' 2111a CONC. TIE BEAM SEE PLANS FOR TRUSS ANCHOR SUMMER KITCHEN 2xI4 FASCIA NAILED TO ROOF FRAMING SEE PLANS FOR ANCHOR 2xI2 ROOF FRAME 2x12 BLOCKING ROOF SHEATHING AND ROOFING. 114" PER FOOT SLOPE T.O.T.BM EL.+ -01 T.O.T.BM. o EL.+ 7 1-81' G.T. SEE PLANS CONC. COUNTER SEE DETAIL co STiZEET SOUTH ELEVATION T.O.SLAB EL.+ 0'-0"v T.O.T.5M EL.+ cr 1- 0 T.O.SLAB EL.+ 0'-01' did co0 C4 '51 0 URBAN DESIGN STUDIO ARCHnECTURE + DESK31 4939 PINEMORE LN. LAKE woRni, FL 33463 phor*060676-3937 FAX(561)%6-2074 'E' MAIL; udeabobouftnot AR#0016718 IV C) uj ,Z L Jry 55 W 'ain 0 JQ W -1 w Lu u- 0 > in < a: z i-y �DO- COPYRIGHT 0 2011 URBAN DESIGN STUDIO T1415 DRAWING AND THE ARCHITECTURAL WORK DEPICTED THEREIN, INCLUDING DESIGNS, ARRANGEMENTS, AND PLANS REPRESENTED BY THIS DRAWING ARE THE INTELLECTUAL PROPERTY OF T1415 OFFICE. THESE DRAWINGS ARE ON LOAN FOR USE ON, AND IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. NO PORTION OF THIS DRAWING, DESIGNS, ARRANGEMENTS, AND ARCHITECURAL WORK SMALL BE REPRODUCED, USED BY, DISCLOSED OR SOLD TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT PRIOR WRITTEN PERMISSION FROM URBAN DESIGN STUDIO. WRITTEN DIMENSIONS SMALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. OWNER/GENERAL CONTRACTOR SMALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM 114E DIMENSIONS AND CONDITIONS SHOWN, REVISIONS - TE.......... .......... ................ I 05 -31 -20_11 ----- - - -- - - ---- 2 09 -01 -2011 SUBMISSION TO ARS .............. ............... ...... . ... ........... ........... El I=V, /SECTIONS DRAWN BY R.B. SHEET NO A04 OF 5 80" 411-11-011 START DATE 05-31-2011 J013 Nm 11-1044 i i i i i 'o" 00 0 O O O �O �' U O Fol I in ----------------------------- II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II it II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II li II II II II II II la-= �I-- 44 -- I--- GI - --4 - IT � -- Tf- -IT - _7I- -7- u u u u u u u l 0 0 Z(7) 0 _o 1 X11' 19 a m �o a a 0 0 tu a 1 �a �a 0 a° 3 i. O 14jr.1 M URBAN DESIGN STUDIO ARCHITECTURE + DESIC44 4839 PINEMORE LN. LAKE WORTH, FL 33463 phone(561 )676 -3937 FAX (561)966 -2074 'E' MAIL; ucle•bobouth net AR #0016718 W 0 z W a R f l , � E d i' j pit 11 � :i fr l Q UJ a: ZJ O� � U- Q � LIA U < O Lo Er 3 � ca04 1 COPYRIGHT 0 2011 URBAN DESIGN STUDIO - THIS DRAWING AND THE ARCHITECTURAL WORK DEPICTED THEREIN, INCLUDING DESIGNS, ARRANGEMENTS, AND PLANS REPRESENTED BY THIS DRAWING ARE THE INTELLECTUAL PROPERTY OF THIS OFFICE, THESE DRAWINGS ARE ON LOAN FOR USE ON, AND IN CONNECTION ONLY WITH THIS SPECIFIC PROJECT. NO PORTION OF THIS DRAWING, DESIGNS, ARRANGEMENTS, AND ARCHITECURAL WORK SHALL BE REPRODUCED, USED BY, DISCLOSED OR SOLD TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT PRIOR WRITTEN PERMISSION FROM URBAN DESIGN STUDIO, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. OWNER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN, 1 +a5 -31 -2011 START PRELIMINARY DWCa'S 2 09 -01 -2011 SUBMISSION TO AR6 ....................................................... ............................... ........... ................................................. ............................... ._....... ROOF PLAN EY • R.B. SHEET NO A05 OF 5 SOALE y° -11 -0° START DATE - 05 -31 -2011 J04 N0. - 11_1044 3 i.