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11-16 Large Plan
Qj Av a 3 0= W I- a 3 J a N Q O U a Inc F- Z GENERAL NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, r4, ' At TOWN OF GULFSTREAM SITE DATA TABLE GROSS LOT AREA 63,516.65 EFFECTIVE LOT AREA 50,798.5 FAR CALCULATIONS EXISTING DEMO NEW NET FIRST FLOOR LIVING 4,251.09 194.57 211.46 4,267.98 CEILING OVER 15' (DOUBLE) N/A N/A N/A N/A SECOND FLOOR LIVING 1,350.01 NONE NONE 1,350.01 FIRST FLOOR COVERED (POR' FJ2E� OVERHANGS 573.87 21.33 650.82 1,203.36 SECOND FLOOR COVERED N/A N/A N/A N/A AWNINGS >3' AND SCREEN ENCLOSURE O 50% N /A N/A N/A N/A GARAGE 989.13 NONE NONE 989.13 GROSS FLOOR AREA 7,164.10 215.90 862.28 7,810.48 OUTBUILDINGS N/A N/A N/A N/A TOTAL FLOOR AREA PROPOSED 7,810.48 FIRST 20000 0.33 6,600.00 OVER 20000 O .20 6,159.70 TOTAL ALLOWABLE FAR PER MANUAL 12,759.70 TOTAL HARDSCAPE AREA 6,204.86 REQUIRED LANDSCAPE AREA (LOT SIZE x 40%) 20,319.4 ACTUAL X LANDSCAPED OPEN SPACE AREA 38,133.17 PROPOSED SITE /LANDSCAPE PLAN SCALE: 1/16" = 1' -0" 0 Q O o: O M L� M .M 2 � U Lo to W m jr to W X N � Z Q X Z a. Q g a^ + N W U� W N H V3 � to a�n Q a Lo Nb a O mm N W M ~ 0 Z D Q W z D U Q ry Z J O � D � - O W (/)0 Q :<2 L.� W jry � 0 C) Lei m � CD REVISIONS: SHEET NUMBER: Al DATE: 07 -07 -11 JOB # 0322 I Z 111111) 5� i C I AO— PLOT PLAN, INDEX Al— PROPOSED SITE /LANDSCAPE PLAN A2— PROPOSED FLOOR PLAN (MAIN HOUSE) A3— PROPOSED ROOF PLAN (MAIN HOUSE) A4— EXISTING AND PROPOSED EAST ELEVATIONS (MAIN HOUSE) A5— EXISTING AND PROPOSED WEST ELEVATIONS (MAIN HOUSE) A6— EXISTING AND PROPOSED NORTH ELEVATIONS (MAIN HOUSE) A7— EXISTING AND PROPOSED SOUTH ELEVATIONS (MAIN HOUSE) A8— PROPOSED FIRST AND SECOND FLOOR PLANS (GARAGE /PENTHOUSE) A9 — PROPOSED ROOF PLAN (GARAGE /PENTHOUSE) Al 0— EXISTING AND PROPOSED EAST ELEVATIONS (GARAGE /PENTHOUSE) Al 1 — EXISTING AND PROPOSED WEST ELEVATIONS (GARAGE /PENTHOUSE) Al 2— EXISTING AND PROPOSED NORTH ELEVATIONS (GARAGE /PENTHOUSE) Al 3— EXISTING AND PROPOSED SOUTH ELEVATIONS (GARAGE /PENT HOUSE) Ex — EXISTING SITE PLAN Ex2— EXISTING FLOOR PLAN (MAIN HOUSE) Ex3— EXISTING ROOF PLAN (MAIN HOUSE) Ex4— EXISTING FIRST AND SECOND FLOOR PLANS (GARAGE /PENTHOUSE) Ex5— EXISTING ROOF PLAN (GARAGE /PENTHOUSE) V S r TOPOGRAFIC AND EASEMENT SURVEY SKA Architect + Planner Attn: Jacqueline Albarran 324 Royal Palm Way Suit 227 Palm Beach, Fl 33480 (561) 655 -7676 ;QP' • • ' Givens Buildings General Contractor: Tim Givens Attn: Andrew Lucero (561) 762 -2500 Robert D. Botkin P.E. Attn: Robert Botkin (561) 644 -0596 CONSULTING SURVEYORS O'BRIEN, SUITER & O'BRIEN, INC. Attn: Mr. Paul D.Engle (561) 276 -4501 TOWN OF GULFSTREAM SITE DATA TABLE GROSS LOT AREA 63,516.65 EFFECTIVE LOT AREA 50,798.5 FAR CALCULATIONS EXISTING DEMO NEW NET FIRST FLOOR LIVING 4,251.09 194.57 211.46 4,267.$$ CEILING OVER 15' (DOUBLE) N/A N/A N/A N/A SECOND FLOOR LIVING 1,350.01 NONE NONE 1,350.01 FIRST FLOOR COVERED ,QP2R1/H2S, OVERHANGS 573.87 21.33 650.82 1,203.36 SECOND FLOOR COVERED N/A N/A N/A N/A AWNINGS >3' AND SCREEN ENCLOSURE ® 50% N /A N/A N/A N/A GARAGE 989.13 NONE NONE 989.13 GROSS FLOOR AREA 7,164.10 215.90 845.76 7,810.48 OUTBUILDINGS N/A N/A N/A N/A TOTAL FLOOR AREA PROPOSED 7,810.48 FIRST 20000 O .33 6,600.00 OVER 20000 0 .20 6,159.70 TOTAL ALLOWABLE FAR PER MANUAL 12,759.70 TOTAL HARDSCAPE AREA 6,204.86 REQUIRED LANDSCAPE AREA (LOT SIZE x 40 %) 20,319.4 ACTUAL % LANDSCAPED OPEN SPACE AREA 38,133.17 - 11 -16 (1)PLOT PLAN SCALE: N.T.S. v I R "} a V ED "B" E111 5 ry Q M � M O M J LO W Ln Q � W M Z Q zQ :5a CL . N +N N W H =Q n YaLO N J � Q o� �LO � J N W M I- DATE: 07 -07 -11 • ft 05 �qk CORNER NOT SET FALLS IN WATER- Q 3 W I-- Q 3 J Q N Q O V Q Cc- I-- f s e ,ALEXANDER PALMS AND CLUSIA TREES 1 i rr i ---------- ----- - -{. ®® EXISTING LANDSCAPE REMAINS AS IS TE: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, 11-16 TOWN OF GULFSTREAM SITE DATA TABLE GROSS LOT AREA 63,51 6.65 EFFECTIVE LOT AREA 50,798.5 FAR CALCULATIONS EXISTING DEMO NEW NET FIRST FLOOR LIVING 4,251.09 194.57 211.46 4,267.98 CEILING OVER 15' (DOUBLE) N/A N/A N/A N/A SECOND FLOOR LIVING 1,350.01 NONE NONE 1,350.01 FIRST FLOOR COVERED 'P2RCy2E� OVERHANGS 573.87 21.33 650.82 1,203.36 SECOND FLOOR COVERED N/A N/A N/A N/A AWNINGS >3' AND SCREEN ENCLOSURE O 50% N /A N/A N/A N/A GARAGE 989.13 NONE NONE 989.13 GROSS FLOOR AREA 7,164.10 215.90 845.76 7,810.48 OUTBUILDINGS N/A N/A N/A N/A TOTAL FLOOR AREA PROPOSED 7,810.48 FIRST 20000 O .33 6,600.00 OVER 20000 O .20 6,159.70 TOTAL ALLOWABLE FAR PER MANUAL 12,759.70 TOTAL HANDSCAPE AREA 6,204.86 r� �e i %A REQUIRED LANDSCAPE AREA (LOT SIZE z 40%) 20,319.4 ACTUAL X LANDSCAPED OPEN SPACE AREA 38,133.17 Q ® M LL- M Ui .M _ ui U Lo < W m lz c® W zaX z(Q .1 u- [L +N W V W N H � V 3 GC c° Q _j n Q a Sri Y Q U) N co � r O cD w U� N w M I— R t, r 'k t3' H O ,_ REVISIONS: SHEET NUMBER: Al PROPOSED SITE /LANDSCAPE PLAN DATE: SCALE: 1/16" = 1' -0" 07-07-11 JOB # 0322 6' -0" 21' -2 7/8" 33' -1 3/4" 13' -8 1/4" 3' -0 "Wx5' -0 "H 3' -0 "Wx5' -o "H 2' -8 "Wx5' -0 "H 15.00 SO. FT. 15.00 SQ. FT. 13.33 SQ. FT. EACH 2' -6 "Wx5' -0 "H 7' -0 "Wx5' -0 "H 2' -6 "Wx5' -0 "H \ 12.50 SQ. FT. 35.00 SO. FT. 12.50 SO. FT. O CLG. HT. 8' -2" \ ORIGINAL WALL LINE I 2' -3 "Wx5' -0 "H 2' -6 "Wx5' -0 "H \ % 2' -6 "Wx5' -0 "H 3' -0 "Wx5 ° -0 "H MA ER I 11.25 SO. FT. EACH 12.50 SQ. FT. \ i' F 12.50 SQ. FT. 15.0 SO. FT. BAT i \ r-------- - - - ---- / w cq MASTER 24 I BEDROOM / \\ ORIGINAL WALL M I I I;!I CLG. HT. 9' -6" / j \ LINE co ORIGINAL WALL I LINE Al rn N 7' -0 "Wx5'- " 7' -0 "Wx5' -0 "H 35.00 SO. F1 CLG. HT. 8'-4.1 35.00 SO. FT. - - - - - - - -- -- - - - - - -- e MAST R Z 3' -O "Wx5' -o "H CLOS T 15.0 SO. FT. i x — _ —___— ------ I 00 W I I I - ------ --- -- -- -- - ---- — - j I ( I i I I j j 1I S I � — —�— - � -- H 2' -6 "Wx5 12.50 SO. FT. 6 DINING ROOM 3' -0 "Wx5' -0 "H 8' -0 "Wx4' -6 "H i o s 15.00 SQ. FT. 40.00 SO. FT. CLG. HT. 8' -4" — — 2' -8 "W— x 5' --0 "H NEW TRAY CLG. HT. 8' -3" CLG. HT. 7' -8" ELEV. 7.00' NGVD 12'-0" FIN. FLOOR ELEVATION PRO OSED IPERGOL� CLG. HT. 10' -4 "/ (VER. O SITE) " N CLG. HT. 10'-0" 2f (V ER . O SITE) — j I I " ' W' oo - - - - - - - - - - - - - - - - 15.0 Q. FT. EACH C H - ---- - - - - — — a' 7': — 41Y BEDROOM # 3 CLG. . HT. 10-3 "% -4" (VER O SITE) MASTER SITTING ROOM FLORIDA ROOM CLG. HT. 8' CLG. HT. 8' -3" ELEV. 7.00° NGV D FIN. FLOOR ELEVATION - - - - -- 6�' 2 BATH 5 A H CLOS CLG. HT. 8' -3" 2 " � 6 n O POWDER 4 4 CLG. HT. ' -3" 4' -s 1 /a" WET BAR 7' -0" HIGH WALL a 0 M CABANA CLG. HT. 8' -4" 1 -s "w 5 SQ. BATH T. EAC H H 2' -0 "Wx3' -0 "H C (MAKER 0 6.0' SO. FT. (2)1 - 0 PDR RM (2)16� CLOSET CLG. HT. 8' -4" 2' -4 1/2" 6' -0 0 CLOSET ----- - - - - -- ( FOYER 2-OxFO H BATH 2 (2)1 "7 KITCHEN T. j LIVING ROOM I j CLG. HT. 8' -4" j CLG. HT. 9' -7" I I ( a j ( ELEV. 7.00' NGVD CLOSET STAFF LOUNGE FIN. FLOOR ELEVATION (TYP) 25" WIDE a 22: ( I I I � W/D EEP D I � CLG.iHT. 8' -9" N PROPOSED COVERED TERRACE j SINK ! j ELEV. 6.50' NGVD e I e " ( 8' -8 /2" FIN. FLOOR ELEVATION / — — — — — — — — — — — \ (2)1 (2)x`68 s s l D/W I I / \ CLOSET PANTRY------ ------ - - -_1 ep s I BEDROOM # 2 2 1 1 2" 8.66 Sox FT ® "H 15.0 S . FT. H I I I I / I I I I 15.0 SO. FT. I ( HALL BATH 4 CONC. I I [",/,\ d CLG. HT. 8' -324 -P CLG. HT. 8' -3" I I i7° COVERED — - - - - - -� 2" PORCH O 2'- 6"wx4' -o "w REPLACE EXISTING WROUGHT IRON 24� 10.0 SQ. FT. j I WITH CHAMFERED WOOD COLUMNS 77S I I I 7" 2' -2 "Wx5' -0 "H 10.83 SO. FT. EACH 15' -4" 17'-63/8- 20' -9" 3' -0 "Wx5' -0 "H 15.0' SQ. FT. EACH j BEDROOM #4 CLG. HT. 8' -3" ELEV. 7.00' NGVD 3' -0 "Wx5' -O "H FIN. FLOOR ELEVATION 15.0 SQ. FT. EACH I COVERED PORCH a M I of PATIO 7 HALL CONC. REPLACE EXISTING WROUGHT IRON ro CLG. HT. 8' -3" WITH CHAMFERED WOO COLUMNS ' 2670 00 BATH 5 1' -6 "Wx3' -0 "H CLG. HT. 8' -3" 4.5 SO. FT. I 26� O if V -t1 i 6' -8 1/2" 6 — — (2)20 28� 7" ENTRANCE BEDROOM #5 CLG. HT. 8' -9" CLG. HT. 8' -2" � 1' -8 "Wx3' -0 "H N 5.0 SO. FT. EACH I 3076 (METAL GATE) 3' -0 "Wx4' -2 "H 53/4- 12.50 SQ. FT. 5" 7" 10' -9 3/8" NERAL NO THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, m IN or I r I n 0 I "a APPROVE z � z Ai fJ ® M tr Lo O M J 10 L- Lo 2 tG _ to W U-) M Ld O a `` 0— + cV cV � W W � H- 2 � �3� Q :2 co ui Y CL LA N J �p Q r r Ex Ln N W M F- REVISIONS: P SET "'n L -no ?.fcF �w W S N PROPOSED FLOOR PLAN (MAIN HOUSE) SHEET NUMBER: SCALE: 1/4" = 1' -0" E A2 NOTES - REPLACE ROOF TO MATCH EXISTING. DATE: - REPLACE EXISTING WINDOWS AND DOORS WITH NEW 07-07-11 HURRICANE IMPACT DOORS AND WINDOWS. (TYP) - PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN COLOR. JOB # - PAINT ALL TRIM AND SHUTTERS WHITE TO MATCH EXISTING. 0352 3' -0 "Wx5 ° -0 "H 15.0 SQ. FT. EACH M O M ORIGINAL WALL LINE I n 0 I "a APPROVE z � z Ai fJ ® M tr Lo O M J 10 L- Lo 2 tG _ to W U-) M Ld O a `` 0— + cV cV � W W � H- 2 � �3� Q :2 co ui Y CL LA N J �p Q r r Ex Ln N W M F- REVISIONS: P SET "'n L -no ?.fcF �w W S N PROPOSED FLOOR PLAN (MAIN HOUSE) SHEET NUMBER: SCALE: 1/4" = 1' -0" E A2 NOTES - REPLACE ROOF TO MATCH EXISTING. DATE: - REPLACE EXISTING WINDOWS AND DOORS WITH NEW 07-07-11 HURRICANE IMPACT DOORS AND WINDOWS. (TYP) - PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN COLOR. JOB # - PAINT ALL TRIM AND SHUTTERS WHITE TO MATCH EXISTING. 0352 NEW EXTENDED ROOF TO MATCH EXISTING SLOPE AND EXISTING WHITE FLAT CONCRETE TILE ORIGINAL ROOF LINE PROPOSED PERGOLA RAFTERS FLAT ROOF TO MATCH EXIST.- I I I i ORIGINAL ROOF LINE ORIGINAL ROOF LINE wiiimiimiiwl if III 7.9 REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. (TYPICAL) NEW EXTENDED ROOF TO MATCH EXISTING SLOPE AND EXISTING WHITE FLAT CONCRETE TILE NEW EXTENDED ROOF TO MATCH EXISTING SLOPE AND EXISTING WHITE FLAT CONCRETE TILE ---- L ------------- i E� \ \ 1)ull E� \ I12F THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, ORIGINAL ROOF LINE 0 r- - I I I I I I I - --L REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. (TYPICAL) W ROOF PLAN (MAIN HOUSE) S N SCALE: 1/4" = 1' -0" E 't, ,16 REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. (TYPICAL) NEW EXTENDED ROOF TO MATCH EXISTING SLOPE AND EXISTING WHITE FLAT CONCRETE TILE ORIGINAL ROOF LINE NEW SERVICE ENTRY ROOF TO MATCH EXISTING SLOPE AND EXISTING WHITE FLAT CONCRETE TILE 1 s 'a � t� fig, e� P �C ,�� S' � �, � y r ti r fl i.� '� d- 0 S t� r' b j IF C' REVISIONS: Al D D D SHEET NUMBER: A3 DATE: 07 -07 -11 JOB # 0322 \ I12F THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, ORIGINAL ROOF LINE 0 r- - I I I I I I I - --L REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. (TYPICAL) W ROOF PLAN (MAIN HOUSE) S N SCALE: 1/4" = 1' -0" E 't, ,16 REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. (TYPICAL) NEW EXTENDED ROOF TO MATCH EXISTING SLOPE AND EXISTING WHITE FLAT CONCRETE TILE ORIGINAL ROOF LINE NEW SERVICE ENTRY ROOF TO MATCH EXISTING SLOPE AND EXISTING WHITE FLAT CONCRETE TILE 1 s 'a � t� fig, e� P �C ,�� S' � �, � y r ti r fl i.� '� d- 0 S t� r' b j IF C' REVISIONS: Al D D D SHEET NUMBER: A3 DATE: 07 -07 -11 JOB # 0322 NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. WHITE WOOD PERGOLA BEYOND. NEW COVERED TERRACE TO HAVE SQUARE CHAMFERED WOOD COLUMNS PAINTED WHITE. 1I_lg GENERAL NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, EXISTING EAST ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 222.5 = 23.54% WALL SQUARE FOOTAGE...... 945.0 = 100% 15.06' NGVD F BEAM 6.81' NGVD LOOR ELEVATION BEYOND PROPOSED EAST ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 167.2 = 17.7% WALL SQUARE FOOTAGE...... 945.0 = 100% ►Molt — REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING — REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) — NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. :E ROOF WITH NEW WHITE ONCRETE TILE ROOF CH EXISTING. (TYPICAL) IHITE FLAT ZETE TILE ROOF TO I EXISTING. IAL ROOF DINE ELEV. 15.06' NGVD TOP OF BEAM ;TUCCO TO MATCH EXISTING ENTIRE STRUCTURE PASTEL OAM" GREEN. IAL WALL LIINE STUCCO AS REQUIRED TO I EXISTING (TYP.) ELEV. 7.00' NGVD PROPOSED F.FLOOR ELEV. g T0`VVN �Lo ® M -I Lo L- to co 3 U � Q Lo C W La m z Q 0_ C n ♦ cV N W WEn H 1,= n Q co N Y 0- Ln (n Q r r O co wto -qt li N W M I- REVISIONS: 0 0 0 SHEET NUMBER: A4 DATE: 07 -07 -11 JOB # 0322 NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. NEW STUCCO SILL (TYP.) NEW WHITE SHUTTERS TO MATCH EXISTING (TYP.) 4.5-S W FT EACH PROP. ADDITION BEYOND ORIGINAL ROOF LINES 2' -8 "Wx5' -0 "H — 13.33 SO. FT. EACH ORIGINAL WALL LINES NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. — 2' -6 "Wx5' -0" 7' -0 "Wx5' -0 "H 2' -6 "Wx5' -0 "H 12.50 SQ. 35.00 Q. 12.50 SQ. FT. - -- --- - - - -- - ------- --- - - - - -- -- I I I I I I PROPOSED ADDITION NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. 8'- 0 "Wx4' -6 "H 36.00 SO. FT. 3' -C "Wx5' -0 "H 15.00 SO. FT. ORIGINAL WALL LINE GENERAL NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, ELEV. 15.06' NGVD TOP OF BEAM FIN. FLOOR ELEVATION EXISTING WEST ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 316.11 = 33.41% WALL SQUARE FOOTAGE...... 946.00 = 100% ORIGINAL ROOF LINES I 2'-0 "H 13.33 13.33 SQ. FT. EACH 1 L PROPOSED �— PATCH MATCH EXIT TANG (TYP.�UIRED TO ADDITION 3' -0 "Wx5' -0 "H 15.00 SO. FT. 3' -0 "Wx5' -0 "H 15.00 SQ. FT. PROPOSED - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. (TYPICAL) NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. PROPOSED WEST ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 299.00 = 31.6% WALL SQUARE FOOTAGE...... 945.00 = 100% NOTES - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING - REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) - NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. m n 0 o ELEV. 15.06' NGVD OIL TOP OF BEAM NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. ELEV. 7.00' NGVD PROPOSED F.FLOOR ELEV. ORIGINAL WALL LINE : IS J Hi° OW I' O 11-.16 C Q M ®_ M o Gj LL Ln tD T r U � Q 01 m Z Q L` CL 1 + N N I.- w W V) 2 r Q Q mto n Y a In J fp Q � r 0 (D u) � J CV w M 1- C r% \ / I W � / I \ � I < � W J D p N 0 Q W O w Q. 2' -6 "Wx5' -0" 7' -0 "Wx5' -0 "H 2' -6 "Wx5' -0 "H 12.50 SQ. 35.00 Q. 12.50 SQ. FT. - -- --- - - - -- - ------- --- - - - - -- -- I I I I I I PROPOSED ADDITION NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. 8'- 0 "Wx4' -6 "H 36.00 SO. FT. 3' -C "Wx5' -0 "H 15.00 SO. FT. ORIGINAL WALL LINE GENERAL NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, ELEV. 15.06' NGVD TOP OF BEAM FIN. FLOOR ELEVATION EXISTING WEST ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 316.11 = 33.41% WALL SQUARE FOOTAGE...... 946.00 = 100% ORIGINAL ROOF LINES I 2'-0 "H 13.33 13.33 SQ. FT. EACH 1 L PROPOSED �— PATCH MATCH EXIT TANG (TYP.�UIRED TO ADDITION 3' -0 "Wx5' -0 "H 15.00 SO. FT. 3' -0 "Wx5' -0 "H 15.00 SQ. FT. PROPOSED - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. (TYPICAL) NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. PROPOSED WEST ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 299.00 = 31.6% WALL SQUARE FOOTAGE...... 945.00 = 100% NOTES - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING - REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) - NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. m n 0 o ELEV. 15.06' NGVD OIL TOP OF BEAM NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. ELEV. 7.00' NGVD PROPOSED F.FLOOR ELEV. ORIGINAL WALL LINE : IS J Hi° OW I' O 11-.16 C Q M ®_ M o Gj LL Ln tD T r U � Q 01 m Z Q L` CL 1 + N N I.- w W V) 2 r Q Q mto n Y a In J fp Q � r 0 (D u) � J CV w M 1- REVISIONS: Al D D D SHEET NUMBER: DATE: A5 07-07-11 0' C r% Z W � V Z � Z < � W J D p N 0 Q W O w Q. Z ~ � O Q � ry M r� 86 REVISIONS: Al D D D SHEET NUMBER: DATE: A5 07-07-11 0' 11 -16 THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, 1'- 8 "Wx3' -0 "H 5.0 SO. FT. 3' -0 "Wx5' -0 "H 15.0 SQ. FT.EACH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. C C — C a 2'- 6 "Wx4' -0 "H 10.0 SO. FT. NEW WHITE SHUTTERS TO MATCH EXISTING (TYP.) NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. 3' -0 "Wx5' -0 "H - 15.0 SQ. FT.EACH PROPOSED ADDITION 3' -0 "Wx5' -0 "H — 15.00 SO. FT.EACH NEW WHITE SHUTTERS TO MATCH EXISTING (TYP.). ORIGINAL ROOF LINES ELEV. 15.06' NGVD TOP OF BEAM ELEV. 6.81' NGVD OIL FIN. FLOOR ELEVATION EXISTING NORTH ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 228.54 = 26.27% WALL SQUARE FOOTAGE...... 870.0 = 100% i .. 2' -6 "Wx5' -0 "H 7' -0 "Wx5' -0 "HI 2'- 61'Wx5' -0 "H 12.50 SQ. FT. 35.00 SO. FT. i 12.50 SQ. FT. I I I NEW STUCCO SILL (TYP.) Go P REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. (TYPICAL) NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. ELEV. 15.06' NGVD OIL TOP OF BEAM lqw ORIGINAL WALL LINE NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. ELEV. 7.00' NGVD OIL PROPOSED F.FLOOR ELEV. PROPOSED NORTH ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 197.2. = 22.7% WALL SQUARE FOOTAGE...... 870.0 = 100% NOTES — REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING — REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) — NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. A P R ' 1 D S E T AL)'-- } 20 1 TOW sir OF 19017 rL G aM ® M L0 O M J U') IL U) 2 r Q W N M Lai Z < L` CL d - + cV tV W H WV) N = Q � 3 to Q -J co o\ Y C a r r O co Ln 04 W M H 0 C _ Q W 0 � U z � Z 3' -0 "Wx5' -0 "H 15.0 SQ. FT.EACH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. C C — C a 2'- 6 "Wx4' -0 "H 10.0 SO. FT. NEW WHITE SHUTTERS TO MATCH EXISTING (TYP.) NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. 3' -0 "Wx5' -0 "H - 15.0 SQ. FT.EACH PROPOSED ADDITION 3' -0 "Wx5' -0 "H — 15.00 SO. FT.EACH NEW WHITE SHUTTERS TO MATCH EXISTING (TYP.). ORIGINAL ROOF LINES ELEV. 15.06' NGVD TOP OF BEAM ELEV. 6.81' NGVD OIL FIN. FLOOR ELEVATION EXISTING NORTH ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 228.54 = 26.27% WALL SQUARE FOOTAGE...... 870.0 = 100% i .. 2' -6 "Wx5' -0 "H 7' -0 "Wx5' -0 "HI 2'- 61'Wx5' -0 "H 12.50 SQ. FT. 35.00 SO. FT. i 12.50 SQ. FT. I I I NEW STUCCO SILL (TYP.) Go P REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. (TYPICAL) NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. ELEV. 15.06' NGVD OIL TOP OF BEAM lqw ORIGINAL WALL LINE NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. ELEV. 7.00' NGVD OIL PROPOSED F.FLOOR ELEV. PROPOSED NORTH ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 197.2. = 22.7% WALL SQUARE FOOTAGE...... 870.0 = 100% NOTES — REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING — REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) — NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. A P R ' 1 D S E T AL)'-- } 20 1 TOW sir OF 19017 rL G aM ® M L0 O M J U') IL U) 2 r Q W N M Lai Z < L` CL d - + cV tV W H WV) N = Q � 3 to Q -J co o\ Y C a r r O co Ln 04 W M H REVISIONS: Al n 0 0 SHEET NUMBER: A6 DATE: 07 -07 -11 JOB # 0322 0 Z Q W 0 � U z � Z O w -J __j C) Q LL- ^ W Q W Z � L=L- J M ::D 86 REVISIONS: Al n 0 0 SHEET NUMBER: A6 DATE: 07 -07 -11 JOB # 0322 NEW WHITE FLAT CONCRETE TIL ROOF TO MATCH EXISTING. NEW STUCCO SILL (TYP.) NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. O 0 O 11 -16 THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, a M I go ELEV. 15.06' NGVD TOP OF BEAM ELEV. 6.81' NGVD FIN. FLOOR ELEVATION ~ ELEV. 6.14' NGVD FIN. FLOOR ELEVATION AT ENTRANCE EXISTING SOUTH ELEVATION (MAIN HOUSE) SCALE: 114" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 171.82 = 19.75% WALL SQUARE FOOTAGE...... 870.0 = 100% REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE JROOF TO MATCH EXISTING. (TYPICAL) ELEV. 15.06' NGVD OIL TOP OF BEAM ELEV. 7.00' NGVD PROPOSED F.FLOOR ELEV. ELEV. 6.14' NGVD FIN. FLOOR ELEVATION AT ENTRANCE PROPOSED SOUTH ELEVATION (MAIN HOUSE) SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 223.7 = 25.7% WALL SQUARE FOOTAGE...... 870.0 = 100% NOTES - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING - REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) - NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. T APPROVE SS w n 0, TOWIN OF S T RE A � M a_ M Lo 0 M J U) L- Ln CD 2 � U co a m cc W M ui Z Q L` d CL + N cV � W h W= H � = Q 3 to Q� m Y a U) J Cp Q 0 co 0_ ul d' _j CV W M E- 0 Al n D SHEET NUMBER: A7 DATE: 07 -07 -11 JOB # 0322 C rl% Z W � V Z J Z Q � Li J p p Q W o W Z ~ V d 3:: O Q :D M r�) 86 0 Al n D SHEET NUMBER: A7 DATE: 07 -07 -11 JOB # 0322 REMOVE ADDED STRUCTURE IN DISREPAI 7 - -- -- - - - - -- J s - - -- =� = - -- 1 F-- - - - - -- I I I I I I I I II II I r--, -- J I I I i i iI�II� II II II I I I I >< I J L - - -- --= - - - - -� - - - - - -- == == ---------- - - - --' PATCH ORIGINAL REMAINING GARAGE WALL TO MATCH EXISTING REPLACE EXISTING WITH NEW HURRICANE - IMPACT WINDOWS AND DOORS IN EXISTING OPENINGS (TYPICAL) REPLACE EXISTING WITH NEW HURRICANE IMPACT WINDOWS AND DOORS IN EXISTING OPENINGS (TYPICAL) 'S ZED REPLACE EXISTING WITH NEW HURRICANE IMPACT WINDOWS AND DOORS IN EXISTING OPENINGS (TYPICAL) N PROPOSED FIRST FLOOR PLAN (GARAGE- PENTHOUSE W E SCALE: 1/4" = 1' -0" S 2'-2,"Wx4' 9.02 SQ. F 2'- 4,"Wx4'- 9.02 SQ. FT W IMPACT DOOR 1' -f "Wx3' 4.5 SQ. FT. Za � KITCHEN CLG. HT. 8' -3" NEW RANGE AND - REFRIGERATOR IN EXISTING LOCATION REPLACE EXISTING - ,CABINETS (TYP). N .5¢1SQ" T1 I ANEW NON IMPACT DOUBLE HUNG INTERIOR WINDOW 2'-2"WX5'-O"F 10.83' SQ. FT. W W CORNER. BLOCK UP AS 2' "Wx5' -0" REQUIRED en OO Z Q � U W O I� EMOVE SIDE D D TOWEL BARS O w LLJ BATH CLG. HT. 8' -4" Z DEW � PAINT EXISTING LL- MED. CAB. O p (2)249 2468 CLG. HT. 8' -3" ITITTITTITTITTIT IIIIIIIIIIIIIIIII 2868 IIIIIIIIIIIIIIIII 1 °68 IIIIIIIIIIIIIIIII t11llIJ11ll11111J �j HALL 1-1 REMOVE CEILING LOUVERS, PATCH AND PAINT NEW TRAY CEILING REPLACE EXISTING LIVING ROOM FAN W/ NEW Wx4'- 12.5 o 12.5 ' SQ. FT. . � I o j O o ! LIVING ROOM ' 1111 7/8" EVE R. O SITEI 2' -2 "Wx5' 10.83 SQ. (1 1/2 V -2" 1 2' 1t REPLACE EXISTING W/ NON IMPACT SOLID GLASS 4' -0" EXISTING SLIDING DOORS REMAIN LEAVE EXISTING PORCH FAN 0 O O o A� 21/2 PORCH DW 2' "W 4' -4 "H 9.3 SO. FT.EACH PLANTER 2' -2 "Wx4' -4" 9.20 ' SQ. ME PLANTER 3' -0 °Wx3' -0 "H - 9.0 SQ. FT.EACH BEDROOM CLG. HT. 8' -3" CLOSET CLG. HT. 8' -3" W-A G THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, REMOVE ADDED STRUCTURE IN DISREPAIR ------- - - - - -- --------------------- - - - --I I i I I I I I I I I I I I I I I I I I I I I 2' -2 "Wx4' -2 "H 9.02' SQ. FT. I I ---------------------------------- - - - - -J 2' -2 "Wx4' -2 "H 9.02' SQ. FT. 1=1 BATH 1' -6'Wx3' -o 'H CLG. HT. 8' -3" 4.5' SQ. FT. 2468 o PAIN(T E�XISTINNG i' -6 "Wx3' -o "H ED. CI ,' / 1 .5 sQ. FT. Wx4' -2 "H SQ. FT. BEDROOM CLG. HT. 8' -3" 3' -0 "Wx4' -2 "H 12.5' SQ. FT. 3' -0 "Wx4' -4 "H 13.0' SQ. FT. 2' -i "Wx4' -3 "H 8.85 ' SQ. MECH REPLACE EXISTING WITH NEW HURRICANE IMPACT WINDOWS AND DOORS IN EXISTING OPENINGS (TYPICAL) REPLACE EXISTING WITH NEW HURRICANE IMPACT WINDOWS AND DOORS IN EXISTING OPENINGS (TYPICAL) W N E PROPOSED SECOND FLOOR PLAN (GARAGE- PENTHOUSE SCALE: 1/4" = V -0" S GENERAL NOTES - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING - NEW HURRICANE IMPACT DOORS & WINDOWS (TYPICAL). - PAINT EXISTING MEDICINE CABINETS. - REPLACE ALL BATH AND KITCHEN LIGHT FIXTURES IN EXISTING LOCATIONS. - ADD STANDARD SINGLE CROWN MOULDING IN BEDROOMS. - ADD CROWN MOULDINGS ® LOWER AND UPPER TRAY IN LIVING ROOM. - ALL CLOSETS REMAIN AS IS, PAINT AS REQUIRED. - REPAIR CEILING CRACKS. PATCH AND PAINT AS REQUIRED. - ALL HOLLOW CORE DOORS TO BE REPLACED W/ SOLID SLAB DOORS. KEEP ALL INTERIOR DOOR HARDWARE. - REPLATE OR REPLACE BATH FAUCETS, VERIFY W/ CLIENT ® SITE. - PORCH REMAINS NON- AIRCONDITIONED. - PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. - PAINT ALL TRIM AND SHUTTERS WHITE TO MATCH EXISTING. �L E 0 rQ u APPRO ., Cl 1 < ,, "k i� r F C Q t� ®M Lo O "l -J Lo Lo m U co Q Lo a, w M Ld Z Q L` 4%(L a n +N N �W W N H Q to Q co h �CL Lo -J co a m Lo M uj ANEW NON IMPACT DOUBLE HUNG INTERIOR WINDOW 2'-2"WX5'-O"F 10.83' SQ. FT. TO MATCH EXISTING AROUND W CORNER. BLOCK UP AS 2' "Wx5' -0" REQUIRED 10.8 ' SQ. FT. 2' -2 "Wx5' 10.83 SQ. (1 1/2 V -2" 1 2' 1t REPLACE EXISTING W/ NON IMPACT SOLID GLASS 4' -0" EXISTING SLIDING DOORS REMAIN LEAVE EXISTING PORCH FAN 0 O O o A� 21/2 PORCH DW 2' "W 4' -4 "H 9.3 SO. FT.EACH PLANTER 2' -2 "Wx4' -4" 9.20 ' SQ. ME PLANTER 3' -0 °Wx3' -0 "H - 9.0 SQ. FT.EACH BEDROOM CLG. HT. 8' -3" CLOSET CLG. HT. 8' -3" W-A G THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, REMOVE ADDED STRUCTURE IN DISREPAIR ------- - - - - -- --------------------- - - - --I I i I I I I I I I I I I I I I I I I I I I I 2' -2 "Wx4' -2 "H 9.02' SQ. FT. I I ---------------------------------- - - - - -J 2' -2 "Wx4' -2 "H 9.02' SQ. FT. 1=1 BATH 1' -6'Wx3' -o 'H CLG. HT. 8' -3" 4.5' SQ. FT. 2468 o PAIN(T E�XISTINNG i' -6 "Wx3' -o "H ED. CI ,' / 1 .5 sQ. FT. Wx4' -2 "H SQ. FT. BEDROOM CLG. HT. 8' -3" 3' -0 "Wx4' -2 "H 12.5' SQ. FT. 3' -0 "Wx4' -4 "H 13.0' SQ. FT. 2' -i "Wx4' -3 "H 8.85 ' SQ. MECH REPLACE EXISTING WITH NEW HURRICANE IMPACT WINDOWS AND DOORS IN EXISTING OPENINGS (TYPICAL) REPLACE EXISTING WITH NEW HURRICANE IMPACT WINDOWS AND DOORS IN EXISTING OPENINGS (TYPICAL) W N E PROPOSED SECOND FLOOR PLAN (GARAGE- PENTHOUSE SCALE: 1/4" = V -0" S GENERAL NOTES - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING - NEW HURRICANE IMPACT DOORS & WINDOWS (TYPICAL). - PAINT EXISTING MEDICINE CABINETS. - REPLACE ALL BATH AND KITCHEN LIGHT FIXTURES IN EXISTING LOCATIONS. - ADD STANDARD SINGLE CROWN MOULDING IN BEDROOMS. - ADD CROWN MOULDINGS ® LOWER AND UPPER TRAY IN LIVING ROOM. - ALL CLOSETS REMAIN AS IS, PAINT AS REQUIRED. - REPAIR CEILING CRACKS. PATCH AND PAINT AS REQUIRED. - ALL HOLLOW CORE DOORS TO BE REPLACED W/ SOLID SLAB DOORS. KEEP ALL INTERIOR DOOR HARDWARE. - REPLATE OR REPLACE BATH FAUCETS, VERIFY W/ CLIENT ® SITE. - PORCH REMAINS NON- AIRCONDITIONED. - PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. - PAINT ALL TRIM AND SHUTTERS WHITE TO MATCH EXISTING. �L E 0 rQ u APPRO ., Cl 1 < ,, "k i� r F C Q t� ®M Lo O "l -J Lo Lo m U co Q Lo a, w M Ld Z Q L` 4%(L a n +N N �W W N H Q to Q co h �CL Lo -J co a m Lo M uj REVISIONS: G SHEET NUMBER: AV DATE: 07 -07 -11 JOB # 0352 C.� Z W � Z Z Q � W D D N O w LLJ O ry Z LL- � LL- O p D m M ad REVISIONS: G SHEET NUMBER: AV DATE: 07 -07 -11 JOB # 0352 REPLACE EXISTING WITH WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING (TYPICAL) N ROOF PLAN (GARAGE - PENTHOUSE) W E SCALE: 1/4" = l' -0" S ,1 ..16 APPROVED SET E [3 ",,6 Zr l I li - _ttl TOV"M OF 5f P F;T 8 T R E [Ili , [5[_,_ QM ® M Fr U-) O J �(j W to 2 U Q uT Ix M Li W Z m < ZQ :5 CL CL + N N W W cn _ >- 3 h Q to Y Lo N J co Q � r ® to fr ul N W M � Al 0 0 0 SHEET NUMBER: A9 DATE: 07 -07 -11 JOB # 0322 I I I ------------------------------------------------------------------- ' - ---------------------------------------------------------------- ' I I ' I I I I I I i I i I I I I I I I I I I I I I I I ' ' i I I I I I I i i i I I I I ' i ' I ' � it it i I I I i I ' ' i I I I I I I I I I II ' i I I I I I I I I I I I I I � I � � I i I I � I I I I I I I I I I I � � I I I i I I I I I I I I I I I I I I I I I I I i i I � I � i I I I I � I I � � i I I � � i � I I I - - -- I � I i � I I I � I ------- - - - - -- - - -- -------- ------- - - - - ----- - - - -- - - - - -- I I I i I I I I I L----------------- - - - - -- - - -JI L--------------------------- - - - - -J DW PLANTER PLANTER REPLACE EXISTING WITH WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING (TYPICAL) N ROOF PLAN (GARAGE - PENTHOUSE) W E SCALE: 1/4" = l' -0" S ,1 ..16 APPROVED SET E [3 ",,6 Zr l I li - _ttl TOV"M OF 5f P F;T 8 T R E [Ili , [5[_,_ QM ® M Fr U-) O J �(j W to 2 U Q uT Ix M Li W Z m < ZQ :5 CL CL + N N W W cn _ >- 3 h Q to Y Lo N J co Q � r ® to fr ul N W M � Al 0 0 0 SHEET NUMBER: A9 DATE: 07 -07 -11 JOB # 0322 3'- 0 "Wx4' -4 "H 13.0' SO. FT. ELEV. 22.94' NGVD OL TOP OF BEAM 0 co _ ELEV. 14.69' NGVD SECOND FINISHQ�POR co --------- --- ------------------------------------------- - - - - -- -------------- - - - - -- ELEV. 5.98' NGVD - -- - -- - FIN. FLOOR ELEA 3' -0 "Wx3' -0 "H 9.0' SO. FT. EACH Id 1' -6 "Wx3' -O "H 4.5' SO. FT. I M L _ EXISTING EAST ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 111.2 = 15.25% WALL SQUARE FOOTAGE...... 729.0 = 100% L 2' -2 "Wx3' -0 "H J 6.5' SO. FT. EACH -------- - - - - -- ------------------------------------------------------ - - --i- WITH NEW WHITE TILE ROOF hNG. (TYPICAL) ELEV. 22.94' NGVD OIL TOP OF BEAM REPLACE ROTTEN WOOD SIDING W/ STUCCO SIMULATING THE ORIGINAL WOOD SIDING (TYP.) I m NEW HURRICANE IMPACT WINDOW (TYPICAL) - ELEV. 14.69' NGVD SECOND FINISH FLOOR N NEW WHITE SHUTTERS TO MATCH EXISTING NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. ELEV. 5.98' NGVD FIN. FLOOR ELEVATION PROPOSED EAST ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 105.0 = 15.0% WALL SQUARE FOOTAGE...... 701.25 = 100% \ohm►` =�l A P PIk En P a' t* ,.± E l Y7 t, 4 „ f Ts 31 W a °vi OF ACE«''rLF t#PdGA A FL - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING - REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) - NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. C QM O M ® M J U) LL U-) tD 2 r U � Q Lo Ix W 0➢ z Q W �a- + N N W H W= 2 Q n Q� to Y a Lo Oto �Ln �J N W M F— Cm i W C) Z Z < LL- W D D N o w LLJ O � Z LL- V) 3' -0 "Wx3' -0 "H 9.0' SO. FT. EACH Id 1' -6 "Wx3' -O "H 4.5' SO. FT. I M L _ EXISTING EAST ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 111.2 = 15.25% WALL SQUARE FOOTAGE...... 729.0 = 100% L 2' -2 "Wx3' -0 "H J 6.5' SO. FT. EACH -------- - - - - -- ------------------------------------------------------ - - --i- WITH NEW WHITE TILE ROOF hNG. (TYPICAL) ELEV. 22.94' NGVD OIL TOP OF BEAM REPLACE ROTTEN WOOD SIDING W/ STUCCO SIMULATING THE ORIGINAL WOOD SIDING (TYP.) I m NEW HURRICANE IMPACT WINDOW (TYPICAL) - ELEV. 14.69' NGVD SECOND FINISH FLOOR N NEW WHITE SHUTTERS TO MATCH EXISTING NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. ELEV. 5.98' NGVD FIN. FLOOR ELEVATION PROPOSED EAST ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 105.0 = 15.0% WALL SQUARE FOOTAGE...... 701.25 = 100% \ohm►` =�l A P PIk En P a' t* ,.± E l Y7 t, 4 „ f Ts 31 W a °vi OF ACE«''rLF t#PdGA A FL - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING - REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) - NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. C QM O M ® M J U) LL U-) tD 2 r U � Q Lo Ix W 0➢ z Q W �a- + N N W H W= 2 Q n Q� to Y a Lo Oto �Ln �J N W M F— • 0 0 0 0 SHEET NUMBER: NMI MI 07-07-11 sm Cm Z W C) Z Z < LL- W D D N o w LLJ O � Z LL- V) O o � m ISO ai • 0 0 0 0 SHEET NUMBER: NMI MI 07-07-11 sm 2' -2, "Wx4' -2 "H J 9.02 SQ. FT.EACH 3' -0 "Wx4' -2 "H — 12.5 ' SQ. FT.EACH 2' -2 "Wx5' -0 "H 10.83' SO. FT. ELEV. 22.94' NGVD TOP OF BEAM ELEV. 14.69' NGVD OL SECOND FINISH FLOOR ELEV. 5.98' NGVD FIN. FLOOR ELEVATION EXISTING WEST ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 105.46 = 14.47% (NOT INCLUDING GARAGE DOORS) WINDOW AND DOOR SQUARE FOOTAGE...... 290.71 = 39.88% (INCLUDING GARAGE DOORS) WALL SQUARE FOOTAGE...... 729.0 = 100% Cm Z � W Z Z Q �'- �II W D D N O w Ljj An IL � Z LL. Go 3' -0 "Wx4' -2 "H — 12.5 ' SQ. FT.EACH 2' -2 "Wx5' -0 "H 10.83' SO. FT. ELEV. 22.94' NGVD TOP OF BEAM ELEV. 14.69' NGVD OL SECOND FINISH FLOOR ELEV. 5.98' NGVD FIN. FLOOR ELEVATION EXISTING WEST ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 105.46 = 14.47% (NOT INCLUDING GARAGE DOORS) WINDOW AND DOOR SQUARE FOOTAGE...... 290.71 = 39.88% (INCLUDING GARAGE DOORS) WALL SQUARE FOOTAGE...... 729.0 = 100% 2' -2 "Wx5' -0" 10.83' SO. FT.I REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. TYPICAL) ELEV. 22.94' NGVD TOP OF BEAM REPLACE ROTTEN WOOD SIDING W/ STUCCO SIMULATING THE ORIGINAL WOOD SIDING (TYP.) I co -H NEW IMPACT FRENCH DOOR NEW HURRICANE IMPACT WINDOW ELEV. 14.69' NGVD SECOND FINISH FLOOR NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. 0 co co NEW HURRICANE IMPACT GARAGE DOORS TO MATCH EXISTING STYLE ELEV. 5.98' NGVD — — — — — — — — — — — — — — — — - - - - -- — — — — — — — — — — — — — — -- — - - - - -- ----------- - - - - -- --------- - - - - -- -- - - -- FIN. FLOOR ELEVATION PROPOSED WEST ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = i' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 104.14 = 14.9% (NOT INCLUDING GARAGE DOORS) WINDOW AND DOOR SQUARE FOOTAGE...... 286.14 = 40.8% (INCLUDING GARAGE DOORS) WALL SQUARE FOOTAGE...... 701.25 = 100% 11 -16 AUG' G' F TO�NN OF - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING - REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) - NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. m WE MR I Q M O M Lo ® 1: J U) LL U-) 6D T r U Q IIr W Ld Z Q CL C " + N N LJ Wcn 3 to ui Y Lo N J � Q � r O uo � J t!I W M H Cm Z � W Z Z Q �'- �II W D D N O w Ljj O 2' -2 "Wx5' -0" 10.83' SO. FT.I REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING. TYPICAL) ELEV. 22.94' NGVD TOP OF BEAM REPLACE ROTTEN WOOD SIDING W/ STUCCO SIMULATING THE ORIGINAL WOOD SIDING (TYP.) I co -H NEW IMPACT FRENCH DOOR NEW HURRICANE IMPACT WINDOW ELEV. 14.69' NGVD SECOND FINISH FLOOR NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. 0 co co NEW HURRICANE IMPACT GARAGE DOORS TO MATCH EXISTING STYLE ELEV. 5.98' NGVD — — — — — — — — — — — — — — — — - - - - -- — — — — — — — — — — — — — — -- — - - - - -- ----------- - - - - -- --------- - - - - -- -- - - -- FIN. FLOOR ELEVATION PROPOSED WEST ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = i' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 104.14 = 14.9% (NOT INCLUDING GARAGE DOORS) WINDOW AND DOOR SQUARE FOOTAGE...... 286.14 = 40.8% (INCLUDING GARAGE DOORS) WALL SQUARE FOOTAGE...... 701.25 = 100% 11 -16 AUG' G' F TO�NN OF - REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING - REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) - NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. m WE MR I Q M O M Lo ® 1: J U) LL U-) 6D T r U Q IIr W Ld Z Q CL C " + N N LJ Wcn 3 to ui Y Lo N J � Q � r O uo � J t!I W M H I L01 AM 61 o Al 0 0 0 SHEET NUMBER: A11 DATE: 07 -07 -it JOB # 0352 Cm Z � W Z Z Q �'- W D D N O w Ljj O � Z LL. Go � J O p � CD m � 86 I L01 AM 61 o Al 0 0 0 SHEET NUMBER: A11 DATE: 07 -07 -it JOB # 0352 ELEV. 14.15' NGVD TOP OF FLAT ROOF m I R ii ELEV. 6.48° NGVD FIN. FLOOR ELEVATION M m +I N m i 00 -N ELEV. 22.94' NGVD TOP OF BEAM ELEV. 14.69' NGVD OIL SECOND FINISH FLOOR ELEV. 5.98' NGVD FIN. FLOOR ELEVATION EXISTING NORTH ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 111.61 = 14.9% WALL SQUARE FOOTAGE...... 749.1 = 100% PROPOSED NORTH ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 81.23 = 13.9% WALL SQUARE FOOTAGE...... 580.8 = 100% ITE VG W/ GINAL VG EL TORS U ; � 13 J \ow — REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING — REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) — NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. =11 -16 Q M O °1 J Lo Lo e® 2 Q L0 W L0 M Ld Z Q ` � CL n + Cv Cv W W(f) H 2 Q Q c0 P., Y 0_ � J co Q >- r O co w Lo CV � j M E- REVISIONS: Al 0 0 SHEET NUMBER: 07 -07 -11 0352 C rl% Z � W Z Z Q � w WN D D N O w LI O � Z LL- C/-) 3: LL- O p :::) m � a� REVISIONS: Al 0 0 SHEET NUMBER: 07 -07 -11 0352 ELEV. 22.94' NGVD TOP OF BEAM z M I co +I ELEV. 14.69' NGVD SECOND FINISH FLOOR a m I tl ELEV. 5.98' NGVD FIN. FLOOR ELEVATION EXISTING SOUTH ELEVATION (GARAGE - PENTHOUSE SCALE: 1/4" = 1' -O" WINDOW AND DOOR SQUARE FOOTAGE...... 111.94 = 14.94% WALL SQUARE FOOTAGE...... 749.1 = 100% IEPLACE ROOF WITH NEW WHITE -LAT CONCRETE TILE ROOF 70 MATCH EXISTING. (TYPICAL) ELEV. 22.94' NGVD Alll-\ TOP OF BEAM REPLACE ROTTEN WOOD SIDING W/ STUCCO SIMULATING THE ORIGINAL WOOD SIDING (TYP.) NEW HURRICAN IMPACT WINDOW NEW WHITE SHUTTERS TO MATCH EXISTING ELEV. 14.69' NGVD SECOND FINISH FLOOR NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. ELEV. 5.98' NGVD OL FIN. FLOOR ELEVATION PROPOSED SOUTH ELEVATION (GARAGE - PENTHOUSE' SCALE: 1/4" = 1' -0" WINDOW AND DOOR SQUARE FOOTAGE...... 103.43 = 17.8% WALL SQUARE FOOTAGE...... 580.8 = 100% ►R I P ii ELEV. 14.15' NGVD TOP OF FLAT ROOF ELEV. 6.48' NGVD FIN. FLOOR ELEVATION — REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING — REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) — NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. 11.16 C Q M a M O M J N u- U-) cD r U � Q Lo Ir M LLI Z Q CL a- + C'I 04 Ld L I N H 2 Q � 3 � Q m to Y ®° ui � r- O w M N W M 1— 6 h Z W C) Z fr, it it Z Q � 4 W n� O — REPLACE ROOF WITH NEW WHITE FLAT CONCRETE TILE ROOF TO MATCH EXISTING — REPLACE EXISTING WINDOWS AND DOORS WITH NEW HURRICANE IMPACT DOORS AND WINDOWS. (TYP) — NEW STUCCO TO MATCH EXISTING PAINT ENTIRE STRUCTURE PASTEL "SEAFOAM" GREEN. 11.16 C Q M a M O M J N u- U-) cD r U � Q Lo Ir M LLI Z Q CL a- + C'I 04 Ld L I N H 2 Q � 3 � Q m to Y ®° ui � r- O w M N W M 1— REVISIONS: Al A G SHEET NUMBER: A13 DATE: 07 -07 -ii JOB # 0352 C� Z W C) Z Z Q � W all O D N o w LLJ O � Z LL- � 3:: c-): � --j 00 ::) � m M 86 REVISIONS: Al A G SHEET NUMBER: A13 DATE: 07 -07 -ii JOB # 0352 CORNER NOT SET FALLS IN WATER Q W IL- "CC 3 J Q N a O 0 Q Z d' N 10 NI - 0 of 33.65' CORNER NOT SET FALLS IN WATER CL e U W x Y J m U z O 0 ti xyO xwrj LOT 12 298.25' IL a m POLE 3 I 1 1 I � 1 ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL 0 W 0 1► Lo .M Q 0 3 �e,0 ;n o• o 0 V Q to J LLJ Q 1 W io m W F- - TO 2ND FLOOR Q M a c O d' U ' Q CONC. O` L I 2 L�I 33.65' CORNER NOT SET FALLS IN WATER CL e U W x Y J m U z O 0 ti xyO xwrj LOT 12 298.25' j o CONC. 14.9' 'ti CONC. xb' 15.7' 'r I CONC. I I CONC.❑ 1 A/C PAD j i 1 1 ) I EXISTING FLAGSTONE PATIO 1 i O l 1 I I I 1 1- --------------------- �- 163.93' EXISTING RESIDENCE FLOOR +6.97 LOT 10 Y V ° o � t0 � W 0 V! i i l i �0 43 X 0 IL 0 m POLE Ln ----------------------------- I 1 1 I � 1 ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL 0 -1 M 0 W Lo .M LLI 0 x ui WITH ANCHOR ;n CONC. STAIRS o 0 V Q to �a LLJ rn 1 W io m W W - TO 2ND FLOOR C 58.6' a �^ CAP OVER LP / GAS TANK —/ ' ti CONC. 'O 13.7' L I d L�I + N • x Ki w h-------------- E' - - - -IN- b' - -- --------------------- - - - - -- --------------------------- X - - - - - -- -- --------------- �----------------- - - - - -- - ------------------------------- .I x x xp`� 1 FLOOR +5.98 ° W X01' I I H a 31.7' ' x 20.1' 58.5' 30' -0" o I I v REAR SETBACK I W � I 0 .- m W 1 & 2 STORY I ^ CONC. Wr o i CONC. � GARAGE STRUCTURE � z I 1 R� x 57.8' U n en c i•1' O 8.2' h' I 38.1 0 M I W '� I CD 0 w h `° 1 STORY RESIDENCE FLOOR +6.81 �9 x W > x`'� k 0.7 U 1 `-0• x�0 I 38.6' N cONC. I TILE ROCK PARKING 4'B 17'4' +1 COVERED TILE I M 12'0' M of BRICK 991 PLANTER �I J CONC. I ;� �= CONC. STAIRS EXISTING +m N 0 TO 2ND FLOOR TERRACE N O W M I O 4 WO ZN 8.0' x xy. x�h x��o x�+i x� x� FLOOR x j +6.83 n '� � I � I � 25.6' j o CONC. 14.9' 'ti CONC. xb' 15.7' 'r I CONC. I I CONC.❑ 1 A/C PAD j i 1 1 ) I EXISTING FLAGSTONE PATIO 1 i O l 1 I I I 1 1- --------------------- �- 163.93' EXISTING RESIDENCE FLOOR +6.97 LOT 10 Y V ° o � t0 � W 0 V! i i l i �0 43 X 0 IL 0 Ln ----------------------------- I 1 1 I � 1 ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL 0 -1 M 0 W Lo .M LLI BRICK 0 O It BRICK Q a P x' xb PAVED Y U C m PAVED O 0 a a t' xb. DRIFTWOOD LANDING i i 1 1 20.0' 20.0' z m n I I I x+ I I az I V v I I 20.0' ---------------------------------------------------------- - - - - -- - -J COLUMN 0 x �] C N x x 6 CENTERLINE OF 40' EASEMENT xte 169.50' (PRIVATE) PAVED LOT 8 20.0' 6.0' 6.0' i r z W i W j 1 Fn I W j I i I I J I 1 r I I � I I I I a I I I 1 � I I O I W I I I ? 1 I J I I W i z W i U i i 1 1 I I I I I I I I I � I I I I I I I 1 i 1 I I I I I I LOT 2 LOT 7 GENERAL NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD { AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. IL DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC O I 1 1 I � 1 ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL -1 M CODES: FBC 2007 WITH FBC 2009 REVISIONS, W Lo .M LLI x ui > I V Q to �a LLJ Q W i -- - (Z to Lo C I a Z X ' Z O' Q Q Lr. L I d L�I + N • W U cn w i Hr I .I z W x�` xp`� 1 w W I I H a ' W I I o I I v I W � I 0 .- W 0 I z o Wr � � z 1 U z m n I I I x+ I I az I V v I I 20.0' ---------------------------------------------------------- - - - - -- - -J COLUMN 0 x �] C N x x 6 CENTERLINE OF 40' EASEMENT xte 169.50' (PRIVATE) PAVED LOT 8 20.0' 6.0' 6.0' i r z W i W j 1 Fn I W j I i I I J I 1 r I I � I I I I a I I I 1 � I I O I W I I I ? 1 I J I I W i z W i U i i 1 1 I I I I I I I I I � I I I I I I I 1 i 1 I I I I I I LOT 2 LOT 7 GENERAL NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD { AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. IL DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL -1 M CODES: FBC 2007 WITH FBC 2009 REVISIONS, Lo .M LLI x ui V Q to �a LLJ cli W ® i -- - (Z to Lo r W Z X Z O' Q Q Lr. L ry L�I + N • W U cn w i Hr EXISTING SITE PLAN SCALE: 1/16" = 1' -0" ,r h ji Q J P Q Q a to Y J Lo N d co O to m L% .* J N W M H REVISIONS: !SHEET NUMBER: Exl DATE: 07 -07 -11 JOB # 0322 100 m i LLI �a LLJ • i -- - r L ry L�I • i I .I REVISIONS: !SHEET NUMBER: Exl DATE: 07 -07 -11 JOB # 0322 (2)2752 2°52 SILL HT. O 22" SILL HT. O 22" AWNING AWNING GENERAL NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, EXISTING FLOOR PLAN (MAIN HOUSE) SCALE: 1/4" = 1' -0" IL � 5 t J t � sic _e r G Q M ® rn Ui O M -J U) Ls. Ui1 _ cry � y P V Iq W N Q U-) Ix Ld Z Q+ /J :L y ph a - N � W W N (-- Q Q -J !a h Y a � P m u) It J CV W M I- REVISIONS: SHEET NUMBER: Ex2 DATE: 07-07-11 1 Mal GENERAL NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, MAIN HOUSE) SCALE: 1/4" = 1' -0" t ` i � a �l t� � s s ale a .. 11_16 G Q M J U-) u- U-) Q � W U) cc M Ld z Q CL a +N N W H WO H N = Q 0 3 � r n. Lo y J co O � u) Cv w M F- Al 0 0 SHEET NUMBER: Ex3 DATE: 07 -07 -11 JOB # 0322 C� Z Q W C) C) U z � Z J O w � 00 � -o w Z i � ]�: O p LL. J m M � 86 � Al 0 0 SHEET NUMBER: Ex3 DATE: 07 -07 -11 JOB # 0322 319 SILL HT. ® 44" AWNING N „ N EXISTING FIRST FLOOR PLAN (GARAGE - PENTHOUSE) � ' SCALE: 1/4" = 1' -0" S 1732 SILL HT. 0 42" AWNING winvilDmuralp THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATION REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWING. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. ALL CONSTRUCTION TO BE ACCORDING TO CURRENT LOCAL CODES: FBC 2007 WITH FBC 2009 REVISIONS, 3 W N E EXISTING SECOND FLOOR PLAN (GARAGE- PENTHOUSE) SCALE: 1/4" = 1' -0" S 4� � .y �. _11 -x,6 G Q M Lo On J Lo Lo _ ca � y P V // � Q ,M LLI ac M Y Ld Z Q 4/% EL (L � A^ y1 ^`1 ■ qN \\ W WM Ld N =r 3r. (ID Q to Y a U) Q � r ® to w u) d' lj N W M F- REVISIONS: D SHEET NUMBER: Ex4 DATE: 07 -07 -11 JOB # 0352 r% Z � W Z Z Q LL- W D D N O O Ld ry Z LL- � LL- LE O D � 0 M No) REVISIONS: D SHEET NUMBER: Ex4 DATE: 07 -07 -11 JOB # 0352 N W E EXISTING ROOF PLAN (GARAGE - PENTHOUSE) SCALE: 1/4" = V -0" S tt at \its 11 QM ® M Li O M J tf) Lr_ M cfl U � Q M W Z m < qZ Q J 0- h + N N W L Q � 3 h Y C Q (O O to cr Lc) 't J N W M � REVISIONS: Al SHEET NUMBER: Ex5 DATE: J C� Z Q W U z � LLJ -j D D � W � � � Q W Z � � 0 CIO LL- J M ::) o REVISIONS: Al SHEET NUMBER: Ex5 DATE: J H Q V Q h Z © COPYRIGHT 2011 O'BRIEN, SUITER & O'BRIEN, INC. LEGEND.• = CENTERLINE CONC. = CONCRETE I.R. = 5/8" IRON ROD WITH CAP #LB 353 N.D. = NAIL & DISK #LB 353 W.M.= WATER METER = OVERHEAD UTILITY LINES FLOOD ZONE- A5 (EL 7) +4.31 = ELEVA TION BASED ON NA TONAL GEODETIC VERTICAL DA TUM 1929 SOURCE. FLORIDA GEOLOGICAL SURVEY BENCH MARK '835" DESCRIPTION.- LOT 11, DRIFTWOOD LANDING, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLA T BOOK 30, PAGES 231 AND 232, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. A re, «� i a, «U J 1z MAP OF BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J -17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. P UL D. ENGL E NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MA ESC #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.