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HomeMy Public PortalAbout11-17 Large PlanV�A EMERALD ROW CENTER' OF-/ CUL-DE-SAC BENCH MARK: TOP NAIL AND WASHER IN CUT OUT ELEVATION +6.75 DESC RIPTION: LOT 59, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 27, PAGE 69 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. 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. 50.0' 4 ELECTRIC - CF/VTRq�3q� VAULT G� E 4z_ O v/ S� Q v PAUL D. ENGLE NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR AND MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. L P FOUND 1 /2" IRON ROD IN CONC WALL N 0 NORTH [5'X20' GUY EASEMENT O� i WALL �Op�O ss 93 o� �9 O WALL L 0 T 6 0 1 5 0.0 O RADIAL METAL- FENCE BRICK PAVER DRIVE / + 47.9 + GARAGE +8.09 a FOUND C ROSS CU (NO NUMBER) & SET 5/8" IRON ROD Jw WITH CAP #LB 353 Qz 2.0' WEST (WITNESS Ww CORNER) L Oz WALL 0.1' SOUT w LLJ CONIC PAD FO o00 o m GENERATOR O + 1.2' Q 1�� U � Q +7.8 26.7' _ J u J Q ( m ?- o U Q O_ 0 U Q N \ v cDQ 0 Q oo + U n- m _ J �) 1 - 0-) U) Y O m + 1 9.5' 19.5' 0 w Q 0 m U a J 9.2' W Ln �z O Lu N Q � ro 1.4' w Z s LEGEND: = CENTERLINE CONC = CONCRETE WM = WATER METER FLOOD ZONE: A5 (EL7) +6.75 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOURCE: FLORIDA GEOLOGICAL SURVEY BENCH MARK "B —98" WALL WALL 1 P 0 0 L +8.48 SPA +8.55 \ BRICK PAVER POOL DECK +8.35 +8.39 1.4' CONC - \ BULKHEAD CA o C A N A L FOUND CROSS CU (NO NUMBER) U) Y O o + w 0 m U a W �z O Lu 1.4' w Z o 0 O o F- C Ln ❑�� �� O r,w U Of Z o U (n omo'� w Of d— I—Z UD= m(nc� z Q Z00 QWO 0 \U 3: U N W Ci � `n ::)Z =O Z Ln Y V � U \ BRICK PAVER w O m LLJ m DRIVE 06 \ / a-5 oc o + FLOOR +8.88 O \\ SIN ON COVERED +8.54 +8 53 +8 48 s LEGEND: = CENTERLINE CONC = CONCRETE WM = WATER METER FLOOD ZONE: A5 (EL7) +6.75 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOURCE: FLORIDA GEOLOGICAL SURVEY BENCH MARK "B —98" WALL WALL 1 P 0 0 L +8.48 SPA +8.55 \ BRICK PAVER POOL DECK +8.35 +8.39 1.4' CONC - \ BULKHEAD CA o C A N A L FOUND CROSS CU (NO NUMBER) I oD 0/0 N�O \�O PSG / 9' • +5.13 00, WOOD DOCK © COPYRIGHT 1997 O'BRIEN, SUITER & O'BRIEN, sRECEIViDo JUi_ 15 2011 Town of Guif Stream, FL ,.11 -17 U) Y O Q O O 0 m U a Q 1.4' Z ❑�� �� O r,w U Of Z cn vfi�zom�� omo'� w Of d— I—Z UD= m(nc� u', Z00 QWO 0 \U 3: U O zoLn `n ::)Z =O L0O"W Ln I oD 0/0 N�O \�O PSG / 9' • +5.13 00, WOOD DOCK © COPYRIGHT 1997 O'BRIEN, SUITER & O'BRIEN, sRECEIViDo JUi_ 15 2011 Town of Guif Stream, FL ,.11 -17 F 0 H GENERAL NOTES THE ARCHITECT AND HIS AUTHORIZED REPRESENTATIVES AND AGENTS SHALL HAVE ACCESS TO AND BE PERMITTED TO INSPECT ALL WORK, MATERIALS AND OTHER RELEVANT DATA AND RECORDS WHEREVER THEY ARE IN PREPARATION AND PROGRESS, WHEN REQUESTED, THE CONTRACTOR SHALL FURNISH DUPLICATE COPIES OF THE AFOREMENTIONED DATA. THE GENERAL CONTRACTOR WILL MAKE EVERY EFFORT TO EXPEDITIOUSLY COORDINATE ALL PHASES OF THE WORK TO OBTAIN THE END RESULT WITHIN THE FULL. PURPOSE AND INTENT OF THE DRAWINGS FOR THE PROJECT. ANY DISCREPANCIES IN THE CONSTRUCTION DOCUMENT DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECT'S / CONTRACTOR'S ATTENTION PRIOR TO COMMENCEMENT OF WORK OR CONSTRUCTION, SO THAT CORRECTIVE MEASURES MAY BE TAKEN. ANY UNFORESEEN CONDITIONS IN FIELD AFFECTING THE DESIGN CONCEPT OF THE BUILDING, OR THAT ARE IN CONFLICT WITH THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION, AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL RULES, REGULATIONS AND ORDINANCES. ALL WORK DONE UNDER THE SUPERVISION OF THE GENERAL CONTRACTOR IS TO BE DONE IN A NEAT AND WORKMANLIKE MANNER. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND SHALL COORDINATE WORK OR CONSTRUCTION BETWEEN TRADES. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE ARCHITECT SIX (6) PRINTS OF DETAIL SHOP DRAWINGS OF ALL APPLICABLE CONSTRUCTION. SUCH DRAWINGS SHALL SHOW THE DESIGN, DIMENSIONS, CONNECTIONS AND OTHER DETAILS NECESSARY TO INSURE THAT THEY ACCURATELY INTERPRET THE DRAWINGS. THE CONTRACTOR WILL RETAIN RESPONSIBILITY FOR FURNISHING THE MATERIALS, APPARATUS, DEVICES, ETC. OF PROPER DIMENSION, SIZE, QUANTITY, AND QUALITY AS SHOWN ON THE DRAWINGS, AND THE RESPONSIBILITY FOR ANY ERRORS OF THE SHOP DRAWINGS. ALLOW TWO WEEKS FOR REVIEW TIME. PRICE OPTIONAL 3 -1/2' BATT SOUND INSULATION AT INTERIOR WALLS - BATHROOMS, BEDROOMS, DEN E STUDY ETC, THE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR 15 EXPECTED TO FURNISH ALL ITEMS FOR A COMPLETE ELECTRICAL, MECHANICAL, PLUMBING AND TELEPHONE SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER IN CONFORMANCE WITH LOCAL STANDARDS AND APPLICABLE.. CODES HAVING JURISDICTION. DIMENSIONS ILJI IC stBi N Tf 4E,PLANS ARE FROM FACE OF FINISH WALL. VERIFY ALL DIMENSIONS C DRAWINGS. DO NDEVI TE FROM THE U CURED DIM.d ONI. _D . N � .; WRITTEN PERMISSION FROM THE ARCHITECT. DEVIATION 15 NOT PERMITTED WHEN 'CLEAR' OR 'HOLD' DIMENSIONS ARE INDICATED NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES IN THE PLANS OR SPECS. THE INTERPRETATION OF DRAWINGS, SPECIFICATIONS, OR OTHER BIDDING DOCUMENTS SHALL NOT BE MADE VERBALLY TO THE BIDDER IF THE BIDDER IS IN DOUBT AS TO THE MEANING OF ANY DISCREPANCIES OR CONFLICT HERE IN, THE BIDDER SHALL TELEPHONE OR SUBMIT IN WRITING TO THE ARCHITECT A REQUEST FOR INTERPRETATION. IN THE EVENT THAT THE BIDDER IS DEMANDED TO HAVE ESTIMATED, THEN THE MOST EXPENSIVE WAY OF PERFORMING THE WORK SHALL TAKE PRECEDENCE. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF ALL SYSTEMS 50 THAT THEY ARE COMPLETE AND FULLY FUNCTIONING (EXCEPT AS NOTED HEREIN) DO NOT SCALE THE DRAWINGS. ALL AREA CALCULATIONS ARE APPROXIMATE FIELD VERIFY ALL DIMENSIONS. ALL INTERIOR FINISHES TO BE SUPPLIED BY CONTRACTOR AND APPROVED BY OWNER, U.N.O.. THE CONTRACTOR SHALL PROVIDE THE OWNER/ ARCHITECT WITH A WORK SCHEDULE AND ANY ANTICIPATED CHANGES THAT MAY OCCUR IN IT. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER/ARCHITECT FOR THE ACTS AND OMISSIONS OF ITS COMPLETION OF THE WORK NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. DETAILS MARKED AS TYPICAL APPLY TO SIMILAR CONDITIONS INCLUDING CONDITIONS NOT MARKED AS SIMILAR, U.N.O. TYPICAL DETAILS NOT SHOWN BUT NECESSARY FOR CONFORMANCE WITH APPLICATION. PROVIDE A WEATHER - RESISTIVE BARRIER AT ALL OPENINGS AND PENETRATIONS OF THE BUILDING ENVELOPE. WATERPROOF ALL WEATHER- EXPOSED SURFACES AND INSTALL ALL THERMAL BARRIERS AS TO FORM A COMPLETE INSULATING BLANKET AROUND THE HEATED /COOLED AREAS OF THE BUILDING. INSULATE ALL HEAT- BEARING PIPES, DUCTS, OR OTHER FIXTURES THAT PENETRATE THE INSULATED BLANKET. INSTALL ALL OTHER WATER PIPES IN A MANNER TO PREVENT FREEZING. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ALL METAL FASTENERS, NAILS, AND BOLTS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. FLASHING, CRICKETS, DRIPS, ETC. TO BE 16 OZ. COPPER. PROVIDE FIRE STOPPING AT ROOF, WALLS, AND CEILING AS REQUIRED. ELEVATIONS ARE TAKEN FROM AN ASSUMED DATUM OF 0' -0' TOP OF CONCRETE SLAB. (8.88' N.G.V.D.) THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY CODE REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. - NOTE ALL CEILING PENETRATIONS - LIGHTS, VENTS, ETC. TO BE SEALED a EDGES AS PER FLORIDA BUILDING CODE 200-7 EDITION, ALL FRAMED EXTERIOR OR PARTYWALLS TO RECEIVE R -11 BATT. INSULATION FOR 4' WALLS AND R -19 FOR 6' AND 8' WALLS. ROOF TO RECEIVE R -30 TO THE UNDERSIDE OF NEW AND EXISTING ROOF SHEATHING FOR A 'CLOSED SYSTEM' (NOTE: CONTRACTOR TO PROVIDE ALTERNATE PRICE FOR ROOF TO BE 'CLOSED SYSTEM' USING BLOWN ON R -20 'ICYNENE' INSULATION BY 'GALE INSULATION' OR EQUAL TO THE UNDERSIDE OF THE ROOF SHEATHING. WITHIN THIS PRICE CONTRACTOR 15 TO INCLUDE REMOVING ALL 5OFFIT VENTS 4 CLOSING UP OPENINGS W/ MATCHING MATERIAL - P.T. 2 TeG E PAINTED.) (TYP.) INSTALL PVC PLASTER STOPS AROUND PERIMETER OF ALL AREAS WHERE PLASTER ABUTS OTHER MATERIAL. STOPS SHALL BE CAREFULLY MITERED AT CORNERS. ALL EXTERIOR CORNERS AND WINDOW AND DOOR OPENING TO RECEIVE PVC CORNER BEADS. ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GYPSUM CONSTRUCTION HANDBOOK, 17 TH EDITION (OR LATEST EDITION). BASELINE BRAND OR OTHER APPROVED EQUAL SOIL PRETREAT TERMITICIDE SHALL BE USED IN CONCENTRATIONS AS PER MANUFACTURER'S PUBLISHED INSTRUCTIONS IN COMPLIANCE WITH E.P.A. REGULATIONS. DRYWALL PRODUCTS BY GOLD BOND, USG, CELOTEX, GEORGIA PACIFIC, MILCOR PRODUCTS ARE ACCEPTABLE. ALL EXTERIOR DEPICTED PAINT COLORS TO BE SELECTED BY ARCHITECT AND OWNER COLORS ON PLANS FOR PRICING PURPOSES ONLY. (PAINTING SUBCONTRACTOR TO PROVIDE PAINT SAMPLES) (NOTE: ALL EXTERIOR COLORS TO MATCH EXISTING BUILDINGS). ALL WORK, MATERIAL, AND EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR FROM THE CLOSING DATE. ('Ili, VIII iI�II�III ii_ _ ARPTICABLE CODES I I 2007 FLORIDA BUILDING CODE (F.B.C. 2009 SUPPLEMENTS) 2007 FLORIDA PLUMBING CODE (F.B.C. 2009 SUPPLEMENTS) 2007 FLORIDA ELECTRICAL CODE (F.B.C. 2009 SUPPLEMENTS) 2007 FLORIDA MECHANICAL CODE (F.B.C. 2009 SUPPLEMENTS) O'BRIEN, SUITER & O'BRIEN 955 NW 17 AVE, SUITE K -1 Delray Beach, Fl. 33445 PH. (561) 276 -4501 FAX (561) 276 -2390 GENERAL- ROBELEN & ASSOCIATES 3518 PINEHAVEN CIR. Boca Raton, Florida 33431 PH. (561) 482 -9999 -0338 FAX (561) 470 -5183 -0340 I I I ii III I f � Fm MILLER RESIDENCE li" r I IT 10 N SOIL ENGINEERS NUTTING ENGINEERS 1310 NEPTUNE DRIVE Boynton Beach, Florida 33426 PH. (561) 736 -4900 FAX (561) 737 -9975 %;,TR'.8_CTURAL I I � m_ � McCARTHY ENGINEERING 75 N.E. 6TH AVE., SUITE 108 Delray Beach, Florida 33483 PH. 6HE E T 6CH UL 921 -0338 SHEET NO. SHEET TITLE 921 -0340 SURVEY ,A1RC,H1 ECTUfi;R,4L. A1.00 PROPOSED SITE PLAN SCALE: 1 18" = I' -0" 42.00 EXISTING FLOOR PLANS (FOR REFERENCE ONLY) SCALE: 114" = I' -0" 42.01 DEMOLITION FLOOR PLANS SCALE: 114" = I' -0" A2.02D PROPOSED FLOOR PLANS (DIMENSION) SCALE: 1/4' = I' -0' 4202N PROPOSED FLOOR PLANS (NOTED) SCALE: 1/4' = 1' -0' ,42.03 PROP05ED AND EX15TING ROOF PLANS SCALE: 114' = 1' -0" A3.00 EXISTING EXTERIOR ELEVATIONS (FOR REFERENCE ONLY) SCALE: 114" = I' -0" A3.0I PROPOSED DEMOLITION OF EXTERIOR ELEVATIONS SCALE: 1/4' = 1' -0" A3.02 PROPOSED EXTERIOR ELEVATIONS SCALE: 114' = 1' -0" SOIL ENGINEERS NUTTING ENGINEERS 1310 NEPTUNE DRIVE Boynton Beach, Florida 33426 PH. (561) 736 -4900 FAX (561) 737 -9975 %;,TR'.8_CTURAL I I � m_ � McCARTHY ENGINEERING 75 N.E. 6TH AVE., SUITE 108 Delray Beach, Florida 33483 PH. (561) 921 -0338 FAX (561) 921 -0340 GROUP R - SINGLE FAMILY 11 jq� 111111111 ISO IM TYPE V UNPROTECTED / UNSPRINKLERED ARCHITECTS GE ARCHITECTURE, INC. 205 GEORGE BUSH BLVD. Delray Beach, Florida 33444 FL. LIC. AA- 26002044 PH. (561) 276 -6011 FAX (561) 276 -6129 Ilk— U I IL 0" ix TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES AND DAILY OPERATIONS. DISPOSAL: DEMOLITION CONTRACTOR TO UTILIZE 20CY ROLLOFF CONTAINERS FROM SOUTHERN WASTE SYSTEMS, WEST PALM BEACH (1- 888 - 800 -1132) OR OTHER APPROVED VENDOR CERTIFYING OVER 80% RECYLING DIVERSION RATE FROM WASTE STRAM COLLECTED, DEMOLITION CONTRACTOR SHALL REMOVE ALL WASTE, RUBBISH AND OTHER MATERIALS FROM BUILDING d SITE (EXCLUDE ASBESTOS BEARING MATERIALS) VIA THE REFERENCED ROLLOFF WASTE CONTAINERS CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR SUBSTITUTIONS MADE IN SPECIFIED EQUIPMENT, MATERIALS AND COLORS. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WRITTEN GUARANTEE FOR ALL WORK UNDER THIS CONTRACT FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PORTION OF THE WORK WHICH HAS BEEN DAMAGED. REPLACE ANY WORK THAT FAILS TO CONFORM TO THE DRAWINGS AND DETAILS. CORRECT ANY DEFECTS DUE TO FAULTY MATERIALS AND WORKMANSHIP WHICH APPEAR WITHIN ONE YEAR OF OWNER ACCEPTANCE OF CONSTRUCTION. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED 1/2' THICK FIBERGLASS PIPE INSULATION OR EQUAL. CONTRACTOR TO PROVIDE DRAWINGS TO BOTH TRUSS MANUFACTURER E MECHANICAL SUBCONTRACTOR TO COORDINATE ALL REQUIRED AC -DUCT WORK PENETRATIONS THROUGH THE ENTIRE STRUCTURE. ALL ROOF FRAMING SHALL BE ANCHORED TO BEARING PARTITIONS, WALLS, AND /OR TIE BEAMS WITH APPROVED ANCHORS. - SEE STRUCTURAL DWGS. ALL INTERIOR DEPICTED PAINT COLORS TO BE SELECTED BY ARCHITECT AND OWNER COLORS ON PLANS FOR PRICING PURPOSES ONLY. NOTE: PRODUCTS BY ANY OF THESE MANUFACTURERS ARE ACCEPTABLE COATINGS: BENJAMIN MOORE, SHERWIN WILLIAMS, PITTSBURGH, DEVOE, DUPONT, E PORTER ARE CONSIDERED EQUAL. CONTRACTOR SHALL DELIVER TO OWNER PRIOR TO FINAL PAYMENT ALL APPLICABLE GUARANTEES, WARRANTIES AND OPERATING MANUALS. PROVIDE WATER - RESISTANT 5/8' GYPSUM WALL BOARD (GREENBOARD) AT BATHROOM d KITCHEN WALL SURFACES IF WITH CERAMIC TILE, SHALL RECEIVE 11/2' "DENS - SHIELD" OR 'DURROCK' BRAND TILE BACKERBOARD. ALL CONTRACTORS AND SUBCONTRACTORS SHALL V151T THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS. VERIFY EXIST'G CONDITIONS COMPLY WITH CURRENT CODE REQUIREMENTS. NOTIFY ARCHITECT IN WRITING IF CHANGES ARE NECESSARY, NO EXTRAS WILL BE GIVEN. REPORT ANY DISCREPANCIES IN THE DOCUMENTS TO THE ARCHITECT PRIOR TO SUBMITTING PROPOSAL. - NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY AND ALL ABANDEN UNDER GROUND UTILITIES, PIPES, WIRES TREE ROOTS SEPTIC TANK ETC - PRIOR TO COMPACTING SITE. (WHERE APPLICABLE) IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND OBTAIN ACCESS TO THE SITE WITH OWNER - THE CONTRACTOR SHALL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMITS, LICENSES AND APPROVALS NECESSARY FOR THE COMPLETION OF THE WORK. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION OF OWNER AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK THE CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE WITH EACH OTHER TO PREVENT OVERSTEPPING EACH OTHER THE CONTRACTOR SHALL PROVIDE LABOR E MATERIALS NECESSARY TO MAINTAIN CONSTRUCTION SCHEDULING. THE SUB - CONTRACTOR SHALL BE RESPONSIBLE TO MEET THE SCHEDULE AS PROVIDED AND AGREED TO WITH THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ACCEPTANCE BY THE ENGINEER /ARCHITECT MUST BE A CONDITION OF THE CONTRACT BETWEEN THE GEN. CONTRACTOR AND OWNER, THE CONTRACTOR 15 RESPONSIBLE FOR THE FOLLOWING WORK: - MAKE - WAY /HOOK UP 5CHEDULING OF ALL TRADES AND WORK (INCLUDING WORK OF OTHERS WHERE NO CONTRACTUAL RELATIONSHIP EXIST). - PROVIDING BARRICADES, TEMPORARY POWER, LIGHTING TELEPHONE SERVICES, ETC. AS REQ'D. TO COMPLETE WORK - TEMPORARY UTILITIES, CONNECTIONS AND PAYMENT OF ALL UTILITY CHARGES DURING CONSTRUCTION. - COORDINATION WITH OWNER OR AGENT OF DELIVERY AND REMOVAL IF MATERIALS, EQUIPMENT, AND OTHER ITEMS TO /FROM SITE. REMOVAL OF TRASH AND DEBRIS. PLACE IN DESIGNATED CONTAINERS AS DIRECTED - BY OWNER /AGENT. REMOVE ALL TRASH FROM PREMISES. - ISSUE ALL ADDENDUMS, REVISIONS AND UPDATES TO SUBCONTRACTORS IN A TIMELY MANNER - ALL DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE ARCHITECTS PROPERTY. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL DESIGN DOCUMENTS SHALL BE NOTED AND MAINTAINED FOR THE OWNERS RECORD COPY, ALL WORK SHALL BE LAID OUT TRUE, SQUARE AND PLUMB TO EXACT AND CORRECT DIMENSIONS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER/ ARCHITECT IN WRITING PRIOR TO PROCEEDING. THE ARCHITECT WILL ISSUE A DIMENSIONAL OR LAYOUT CORRECTION NOTICE. THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT DIMENSIONAL ERRORS. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE WORK MUST BE NEW AND UNUSED (U.N.O.), FIRST QUALITY, FREE FROM DEFECTS AND INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS FOR THE APPLICATION AT HAND. ALL WORKMANSHIP SHALL BE OF FIRST CLASS QUALITY. EXCEPT FOR REUSE OF SPECIFICALLY APPROVED MATERIALS SALVAGED FROM THE ORIGINAL STRUCTURE BY THE GENERAL CONTRACTOR FOR REUSE INCLUDING BEADED PINE CEILING, BEDMOLD, PINE FLOORING, DOORS, HARDWARE, EXTERIOR SHUTTERS, EXTERIOR SIDING, AND OTHER SUCH MATERIAL AS DIRECTED BY THE GENERAL CONTRACTOR CONTRACTOR SHALL PROVIDE CUT- SHEETS AND SPECIFICATIONS OF ALL ITEMS FOR SUBMISSION TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING OR INSTALLING. PRODUCT MANUFACTURERS INDICATED IN SCHEDULES AND /OR ON PLANS WERE SELECTED BASED UPON QUALITY, STYLE, SIZE, COLOR, ETC. AND ARE NOT IN- TENDED TO RESTRICT THE COMPETITIVE BIDDING. PRODUCTS EQUAL TO OR IN- TENDED TO BE USED AS SUBSTITUTES ARE SUBJECT TO ARCHITECTS APPROVAL IN WRITING PRIOR TO PURCHASE OR INSTALLATION. ALL DOOR FRAMES TO BE LOCATED 5' TO 6" FROM ADJACENT PARTITIONS, UN.O, ALL DRYWALL PARTITIONS WILL BE TAPED, SPAKLED, SANDED, PRIMED AND PAINTED. CONCEAL ALL FASTENERS AND ATTACHMENTS FROM VIEW. OWNER SHALL REVIEW THESE CONSTRUCTION DOCUMENTS AND VERIFY THAT THEY ARE CORRECT AND COMPLETE PRIOR TO BIDDING AND START OF CONSTRUCTION. OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TO ORDERING AND INSTALL ION. ALL DOORS Q WINDOWS TO BE IMPACT RESISTANT AND CO ALL DADE COUNTY IMPACT AND WIND CYCLING TESTING REQUIREM T5 (' GT' OR EQUAL) ALL WALKWAYS TO BE SLOPED AWAY FROM BUILDING OR POSi IVE D AINAGE. �. ,X J ­11-17 I. DO NOT SC E DRA INGSI 2. FIELD VERIFY IMENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY DISCREPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATION5 ARE APPROX. TW5 DRAWING 15 NOT FOR CONSTRICTION, IT HAS BEEN 155IED FOR GOVERNMENTAL REVIEW AND /OR PRELIMINARY PRICING ONLY. PROPOSED PROJECT IS LOCATED ON SOUTH SIDE OF EMERALD ROW m THE END — OF THE CUL -D -SAG. N VICINITY MAP EMER. -AL_D ROW •� - - -- PAVED - -- CENTER OF CUL -DE -SAC ,x, BENCH MARK: TOP NAIL AND WASHER IN CUT OUT ELEVATION +6.15 DESCRIPTION: LOT 59, PLACE AU SOLE IL, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21, PAGE 69 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. TOWN OF GULF STREAM FOUND CROSS CUT (NO NUMBER) 4 PLACE AU SOLEIL DISTRICT RS -P 20,260 S/F SET BACKS: REQUIRED PROVIDE FRONT 301-0" 151-31 REAR 301-01 33'-31/2' SIDE STREET 20' -0" N.A. SIDE 15' -9" 21' -911/2" SITE CALCULATIONS FOUND CROSS CUT (NO NUMBER) 4 TOTAL SITE AREA: 20,260 S/F EFFECTIVE SITE AREA: 20,260 S/F EXISTING FLOOR AREA AL ONCE • Z GROUND FLOOR LIVING AREA (A /C): 2,151 S/F ** GROUND FLOOR COVERED PORCH AREA: CONC PAD FOR (AREA t0 BE DEMOLISHED) 561 S/F GARAGE AREA: 598 S/F ** TOTAL EXISTING GROUND FLOOR AREA: 3,322 S/F SECOND FLOOR LIVING AREA (A /C): 2,15'1 S/F SECOND FLOOR COVERED PORCH AREA: 246 S/F TOTAL EXISTING SECOND FLOOR AREA: 2,403 S/F ** PROPOSED FLOOR AREA I GROUND FLOOR LIVING AREA (A /C): 441 S/F SECOND FLOOR LIVING AREA (A /C): 383 S/F SPIRAL STAIRWELL AREA: 64 S/F (CEILING AREA OVER 15' -0' HEIGHT, AREA COUNTED TWICE) IRON ROD WITH CAP TOTAL PROPOSED FLOOR AREA: 894 S/F ** "LB 353 1.50' WEST -- TOTAL PROPOSED FLOOR AREA FOR F.A.R. CALCULATION: 6,052 S/F ** (** : SQFTG COUNTED TOWARDS F.A.R. CALCULATION) FIRST 20,000 S/F x 33 = 6,600 S/F EXISTING\ \'% REMAINING 211 x.20 = 52 S/F TOTAL ALLOWABLE FLOOR AREA: 6 652 S/F TOTAL FLOOR AREA = 6,052 SQ. FT. < 6,652 SQ. FT. ; n AS TOTAL IMPERVIOUS VS PERVIOUS AREA: TOTAL IMPERVIOUS AREA: BUILDING FOOTPRINT 3,202 S/F TOTAL HARDSCAPE AREA (INCLUDES POOL DECK AND PAVER DRIVEWAY) 1,454 S/F TOTAL IMPERVIOUS AREA = 10,656 / 20,260 = 52.5% TOTAL PERVIOUS AREA (LANDSCAPING) 9,604 S/F TOTAL PERVIOUS AREA = 9,604 / 20,260 = 41.4% TOTAL LANDSCAPE REQUIRED = 8,104 SQ.FT. = 40% TOTAL LANDSCAPE PROVIDED = 9,604 SOFT, = 41.4% TOTAL PERVIOUS + IMPERVIOUS AREA = 10056 + 9,604 = 20,260 = 100% "m FOUND 5/8' IRON ROD WITH CAP "LB 353 --- NOTES: ELECTRIC VAULT POST FOR CALL BOX Im L.P. C EXISTING WALL I. DO NOT SCALE DRAWINGSI 2. FIELD VERIFY ALL DIMENSIONS! 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY DESCRIPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. FOUND 1/2" IRON ROE) IN CONC, I - -------- - - - - --t5l J WALL x 20' GUY EASEMENT 0.111 NORTH EXISTING GATE (TO REMAIN 'AS IS') GENERAL NOTES: 1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE INCONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLYLOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN. 5. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE,. ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. 6. SUBSURFACE SOIL CONDITION INFORMATION WERE PREPARED BY NUTTING ENGINEERS DATED 5.111 THE ENTIRE HOUSE SHALL BE BUILT ON A STEM WALL FOUNDATION OR EQUAL. (SEE STRUCTURAL DRAWINGS) THE CONTRACTOR SHOULD OBTAIN A COPY OF THE REPORT FROM THE OWNER AND REPORT ANY DIFFERING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK. SIDE SETBACK CALC. AVG. LOT WIDTH = 105'x 30`0 = 31.50/2 = 15.15' (SIDE SETBACK) <a, LECEND EXISTING 2 -STORY HOUSE TO REMAIN 'AS IS' s , EXISTING COVERED PORCH TO ISE DEMOLISHED ' LIMITS OF NEW 2 —STORY ADDITION EXISTING WALL Ir---------------------------------- 1 I I I I I �I UI Yi �I co I � I i i EXISTING Q1/ BRICK PAVER lQ/ DRIVE (TO REMAIN 'AS IS ') srRuc �a�� EXISTING WALL \\�Sd LOT 6 0 SIDE SETBACK -------------------------------------------------------------- - - - - -- METAL FENCE --\ EXISTING f LID FOR L.P. i I A/C GAS LANK i i 1 , t CA 'A 3r +83 COVERED MARBLE (TO REMAIN "AS IS') EXISTING 3' CONC BULKHEAD CAP FOUND CROSS CUT (NO NUMBER) 4 i i i SET 5 18' IRON ROD WITH CAP "LB - -4- 353 2' WEST (WITNESS CORNER) -- ---- - - - -:� .0ME i AL ONCE • Z tu CONC PAD FOR Q lu ? n GENERATOR " 1/0 La N (TO REMAIN AS IS) � EXISTING STRUCTURE. I m i i i OF PROPOSED +5.05 —� I STRUCTURE I EXISTING f LID FOR L.P. i I A/C GAS LANK i i 1 , t CA 'A 3r +83 COVERED MARBLE (TO REMAIN "AS IS') EXISTING 3' CONC BULKHEAD CAP e ^0 woe Q co +8.48 N PROPOSED SITE PLAN SCALE :1/8" -1' -0" (1) EXISTING IA' CONC BULKHEAD CAP —p 1/ K J S' E F��'s "J° i i i I' I, q 61 i EXI5TING i 2..- STCOfiz�C tu PROPOSED ADDITION TO I 1/0 PROPERTY LINE � EXISTING STRUCTURE. I m i i i e ^0 woe Q co +8.48 N PROPOSED SITE PLAN SCALE :1/8" -1' -0" (1) EXISTING IA' CONC BULKHEAD CAP —p 1/ K J S' E F��'s "J° / / V PROPOSED ADDITION TO - MATCH FINISH FLOOR OF i PROPERTY LINE � EXISTING STRUCTURE. I TO EDGE OF PROPOSED +5.05 —� I STRUCTURE 11/ EXISTING FOUND CROSS CUT (NO POOL NUMBER) 4 SET 5/8" TO REMAIN I IRON ROD WITH CAP "AS IS" 1/I "LB 353 1.50' WEST -- I (WITNESS CORNER) EXISTING\ \'% ; SPA '� REMAIN! ! ; n AS BRICK PAVER POOL DECK +835 (TO REMAIN 'AS IS') , +8.39 - s EXISTING WOOD DOCK FOUND CROSS CUT (TO REMAIN "AS C A N A L (NO NUMBER) i IiI f "i1 -17 A1.00 WALL LEGEND __0 - __ - ____ EXISTING WALLS, WINDOWS 4 DOORS TO BE REMOVED. EXISTING 4' TO 6" INTERIOR DRYWALL PARTITION TO REMAIN "AS IS'. EXISTING EXT. WALLS, 5' CONCRETE BLOCK WALL W/ 5 %" 2 -COAT SMOOTH STUCCO FIN, PAINTED EXTERIOR FACE. ON INTERIOR FACE, %" GYPSUM WALL BOARD. PAINTED ON 1 x 2 P.T. FURRING S 24' O.C. 0 NON -LOAD BEARING, 4 T /5" MIN. INT. PARTITION WALL W/ (1) LAYER OF 5/B" TYPE -'X' G.W.B. W/ SMOOTH LEVEL IV FIN15H - PAINTED (MATCH EXISTING) ON EA. SIDE OF 3 5/8" 25GA METAL STUDS 6 24" O.C. (SEE DIM. FLR. PLANS FOR ACTUAL WALL THICKNESS) illllllllllli!I EXT. WALLS, 0" TO S" CONCRETE BLOCK WALL W/ 2-COAT SMOOTH STUCCO FIN. PAINTED EXTERIOR FACE (MATCH EXISTING FIN. 8 PAINT - VERIFY W/ OWNER ON FINISH), ON INTERIOR FACE, No' GYPSUM WALL BOARD ON 1 x 2 P.T. FURRING 6 24" O.C. W/ R4.1 FI -FOIL BACK INSULATION BETWEEN FURR'G STRIPS 4 G.W.B. W/ SMOOTH LEVEL IV FINISH - PAINTED - MATCH EXISTING). 6 EXT. WALLS, S" P.I.P. CONC. WALL W/ 5 /9" 2 -COAT SMOOTH STUCCO FIN. PAINTED EXTERIOR FACE (MATCH EXISTING FIN. 6 PAINT - VERIFY W/ OWNER ON FINISH). ON INTERIOR FACE, 5/a" TYPE -'X' G.W.B. ON I x 2 P.T. FURRING m 24' O.C. W/ R4.1 FI -FOIL BACK INSULATION BETWEEN FURR'G STRIPS 4 G.W.B. (M.R. G.W.B. -a WET BATHROOMS 4 KITCHEN AREAS) W/ SMOOTH LEVEL IV FINISH - FAINTED - MATCH EXISTING). © WINDOW NUMBER ODOOR NUMBER NOTE- 1. ALL INT. WALLS W/ CABINETS TO BE PROVIDED W/ 1/2' PLYWOOD OR WOOD BLOCKING. 2. ALL BATHROOM WALLS TO RECEIVE BATT SOUND INSULATION (TYPJ. 3. ALL TILED FLOORS AND WALLS TO RECEIVE 5 /I( "-'DUROCK" BACKING OR EQUAL. NOTES= 1. DO NOT SCALE DRAWINGS1 2. FIELD VERIFY ALL DIMENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY DISCREPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. �t �n 2 r A3.00 <r SEE PROPOSED DEMOLII PLAN FOR EXISTING COVI PORCH TO BE REMOVED z EXISTING LIVING ROOM J. EXIST'G. T.O. 1ST FLR FINISH ELEV. = O' -m" A.F.F. (8.88' N.G.V.D.) LIMITS OF CONSTRUCTION ..LL - n SEE PROPOSED FLOOR PLAN FOR NEW OPENING. X Q) ctl EXISTING COVERED PORCH I� 5' -2" 2' -3" SEE PROPOSED FLOOR PLAN 4 EXTERIOR ELEVATIONS FOR NEW ADDITION. EXISTING GROUND FLOOR PLAN N SCALE :1/4" =1' -0" (FOR REFERENCE ONLY) EXISTING OUTDOOR KITCHEN crl - I I � EXISTING OUTDOOR KITCHEN TO BE DEMOLISHED. 1' -9" I. 2' -1" EXISTING GUEST SUITE EXIST'G. T.O. 2ND FLR FINISH ELEV. = V -5" AFF. (CONTRACTOR TO FIELD VERIFY) LIMITS OF CONSTRUCTION SEE PROPOSED FLOOR PLAN FOR NEW OPENING. 4' n EXISTING FLAT ROOF 15' -6" .i s 0� ':� EXISTING SECOND A2.001 SCALE :1/4" = 1' -0" AREA CALCULATIONS TOTAL UNDER A/C TOTAL UNDER ROOF EXISTING (MOUND FLOOR AREA UNDER A/C: 705 SO.FT. EXISTING COVERED PATIO 173 SO.FT. EXISTING (MOUND FLOOR AREA UNDER ROOF 878 SOFT. X. 1 N FLOOR PLAN (FOR REFERENCE ONLY) 0,11_11 h - s ; s p ,Iw a • � �9 rya ka,�� � �'��$,A fib;.. j z A chft�r Plamw and L D6919 r AA- 26002W 205 George Bush Blvd. Delray Beach, Florida 33444 } TEL: 561-276-6011 FAX: 561 - 276 -6129 ISSUED FOR FEWIT BIDS PERMIT 05.23.11 CONSTRUCTION i f -t (J PROJ T TITLE ILLER RESIDENCE RENOVATION T PROVED ' OG 2011 TOWN OF ,G k.F STREAM, 7 F. &" 3,12011 960 EMERALD ROW GULFSTREAM, FL. CLIENT APPROVAL REVISIONS THIS DRAWING 16 NOT FOR CONSTRUCTION, IT HAS BEEN ISSUED FOR GOVERNMENTAL REVIEW AND /OR PRELIMINARY PRICING ONLY. FILE NUMBER 314A200 DRAWING TITLE EXISTING FLOOR PLANS (FOR REF. ONLY) DATE 7.13.11 I DRAWN BY GE /MJ JOB NUMBER 20110314 DRAWING NUMBER Fj" 11 WALL LEGEND EXISTING WALLS, WINDOWS E DOORS TO BE REMOVED. EXISTING 4" TO 6" INTERIOR DRYWALL PARTITION TO REMAIN "AS IS ". EXISTING EXT. WALLS, 8" CONCRETE BLOCK WALL W/ No' 2 -GOAT SMOOTH STUCCO FIN. PAINTED -9 EXTERIOR FACE. ON INTERIOR FACE, pis" GYPSUM WALL BOARD. PAINTED ON I x 2 P.T. FURRING -0 24' O.G. NON -LOAD BEARING, 4 7/8" MIN. INT. PARTITION WALL W/ (1) LAYER OF 5/8' TYPE -'X' G.W.B. W/ SMOOTH LEVEL IV FINISH - PAINTED (MATCH EXISTING) ON EA. SIDE OF 3 5/8" 25GA METAL STUDS m 24' O.C. (SEE DIM. FLR. PLANS FOR ACTUAL WALL THICKNESS) III 1, EXT. WALLS, 6' TO 8" CONCRETE BLOCK WALL W/ No' 2 -COAT SMOOTH STUCCO FIN. PAINTED a EXTERIOR FACE (MATCH EXISTING FIN, E PAINT - VERIFY W/ OWNER ON FINISH). ON INTERIOR FACE, 5 /9" GYPSUM WALL BOARD ON 1 x 2 P.T. FURRING -a 24" O.C. W/ R4.1 FI -FOIL BACK INSULATION BETWEEN FURR'G STRIPS 4 G.W.B. W/ SMOOTH LEVEL IV FINISH - PAINTED - MATCH EXISTING). EXT. WALLS, 8" P.I.P. CONC. WALL W/ 5/811 2 -COAT SMOOTH STUCCO FIN. PAINTED e EXTERIOR FACE (MATCH EXISTING FIN. 4 PAINT - VERIFY W/ OWNER ON FINISH). ON INTERIOR FACE, 5/8" TYPE -'X' G.W.B. ON 1 x 2 P.T. FURRING a 24" O.G. W/ R4.1 FI -FOIL BACK INSULATION BETWEEN FURR'G STRIPS 4 G.W.B. (M.R. G.W.B. 6 WET BATHROOMS 4 KITCHEN AREAS) W/ SMOOTH LEVEL IV FINISH - PAINTED - MATCH EXISTING). ® WINDOW NUMBER ODOOR NUMBER NOTE: 1. ALL INT. WALLS W/ CABINETS TO BE PROVIDED W/ 1/2' PLYWOOD OR WOOD BLOCKING. 2.41-L BATHROOM WALLS TO RECEIVE BATT SOUND INSULATION (TYPJ. 3. ALL TILED FLOORS AND WALLS TO RECEIVE E06 "- "DUROCK" BACKING OR EQUAL. 1. DO NOT SCALE DRAWINGSI 2. FIELD VERIFY ALL DIMENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY DISCREPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. v 2 3 NOTE: CONTRACTOR TO PATCH B MATCH ALL EXISTING FINISH - VERIFY W/ OWNER. EXISTING LMNG ROOM PATCH e MATCH ALL EXTERIOR �,EXIST'G. T.O. 15T FLR FINISH STUCCO W/ EXISTING. ELEV. = 0' -0' A.F.F. NOTE: 3 1. CONTRACTOR TO FRAME UP TEMPORARY WALL W/ PLYWOOD R 5" ex. 2 VISQUEEN DURING DEMOLITION 8 CONSTRUCTION - TO CONTROL 3 LOOSE AIR -BORN DEBRIS E DUST - (OR EQUAL). A3.01 �= 2 2, CONTRACTOR TO NOTIFY ARCHITECT /STRUCTURAL A3.01 ENGINEER PRIOR TO CORE DRILLING EXISTING CONCRETE A3.01 PATCH 4 MATCH ALL EXTERIOR T:B. FOR NEW A/C DUCTS (TYP. OF 3). STUCCO W/ EXISTING. LIMITS OF CONSTRUCTION I 4'7 11" Olt n 8" X X -X X X X X X X X x ' � I EXISTING SLIDER + -- - TO REMAIN "AS IS" -- - - - - - -- ' -. -- _ EXISTING 1 OUTDOOR KITCHEN EXISTING COVERED PORCH TO BE DEMOLISHED, L1 CONTRACTOR TO SEE PROPOSED FLOOR PLANS AND EXTERIOR ELEVATIONS FOR PROPOSED j EXISTING SITE WALL TO BE FLORIDA ROOM AND EXERCISE ROOM ADDITION. DEMOLISHED, CONTRACTOR TO �r SEE PROPOSED FLOOR PLANS 1 EXISTING OUTDOOR KITCHEN TO BE FOR PROPOSED FLORIDA ROOM AND EXERCISE ROOM ADDITION. , DEMOLISHED - SEE PROPOSED L - FLOOR PLANS AND EXTERIOR ELEVATIONS - CONTRACTOR TO SALVAGE ALL EXISTING EQUIPMENT 1 WHERE POSSIBLE. DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL ASPECTS OF THE DEMOLITION PROCESS AND WILL TAKE PRECAUTIONS AGAINST DAMAGE TO SURROUNDING SURFACES AND SYSTEMS. 2. THE CONTRACTOR IS RESPONSIBLE FOR SHORING AND BRACING DURING DEMOLITION. BEARING WALLS AND COLUMNS TO BE DEMOLISHED WILL NOT BE REMOVED UNTIL ADEQUATE SHORING AND /OR NEW STRUCTURE IS IN PLACE AND VERIFIED BY THE ARCHITECT /OR ENGINEER - CONTRACTOR TO SUBMIT SIGNED 8 SEALED SHOP DRAWINGS PRIOR TO DEMOLITION. 3- THE CONTRACTOR SHALL TAKE PRECAUTION AGAINST DAMAGE TO EXISTING MECHANICAL /ELEC. AND PLUMBING /GAS SYSTEMS (VERIFY W/ OWNER). 4, ALL SYSTEMS REQUIRING REROUTING OR TERMINATION SHALL BE IN ACCORDANCE WITH LOCAL CODES AND PRACTICES, OR MANUFACTURER'S SPECIFICATIONS. REMOVE ALL DEBRIS ON A DAILY BASIS AND KEEP JOB SITE CLEAN AND FREE OF HAZARDS. 5. ALL APPLIANCES, CABINETRY, HARDWARE, PLUMBING AND LIGHTING FIXTURES SHALL BE REMOVED WITH CARE AND SALVAGED FOR FUTURE USE. REUSE DOORS AND HARDWARE WHERE APPLICABLE. CONSULT WITH OWNER FOR WHICH MATERIALS TO STORE/REUSE OR DISCARD, 6. PRIOR TO COMMENCING WORK INSPECT SITE FOR THE FOLLOWING: - HAZARDOUS MATERIALS. IF ENCOUNTERED - NOTIFY OWNER AND COMPLY WITH ALL APPL. CODES AND REG'S. FOR REMOVAL. INCL. ASBESTOS. - ANY EXISTING DAMAGED MATERIALS AND SURFACES - DOCUMENT AS REQ'D E INFORM OWNER FOR PROTECTION AGAINST CLAIMS -ONCE DEMOLITION STARTS. 1. DEMOLITION INCLUDES COMPLETE REMOVAL OF AND ITEMS LABELLED AND DISPOSAL OF DEMOLISHED MATERIALS. o MWA GROUND FLOOR DEMOLITION SCALE: 1/4" = 1' -0* 8. SCHEDULE: SUBMIT PROPOSED METHODS AND OPERATIONS OF BUILDING DEMOLITION TO OWNER FOR REVIEW PROIR TO START OF WORK INCLUDE IN SCHEDULE COORDINATION FOR SHUT -OFF, CAPPING AND CONTINUATION OF ALL UTILITY SERVICES. 9. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. 10. PROTECTION: ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION. CONDUCT OPERATION TO PREVENT INJURY TO ADJACENT SECTIONS OF THE HOUSE. 11. DISPOSAL: REMOVE FROM SITE ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 12, NOTE: NO ATTEMPT IS MADE ON THESE DRAWINGS TO SHOW EVERY ITEM TO BE REMOVED. CONTRACTOR SHALL V151T SITE TO DETERMINE WHETHER OR NOT SMALLER ITEMS NOT SHOWN ARE TO BE REMOVED. CONTRACTOR IS HEREBY NOTIFIED TO STUDY THE ARCHITECTURAL ELEVATIONS TO DETERMINE THE FINISH DESIGN CONTENT. ANY QUESTIONS SHALL BE DIRECTED TO THE GEN. CONTRACTOR CONCERNING ALL ITEMS TO BE REMOVED OR TO REMAIN. 13, X X X - INDICATES TEMPORARY POST 8 BEAM SHORING BY GENERAL CONTRACTOR. INSTALL PRIOR TO REMOVING ANY LOADBEARING COMPONENT AND MAINTAIN IN PLACE UNTIL NEW WORK IS COMPLETED - COORDINATE WITH STRUCTURAL ENGINEER. 14. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATION, AND CONDITIONS PRIOR TO CONSTRUCTION. N V. 15. CONTRACTOR TO NOTIFY OWNER PRIOR TO SHUT -OFF or-ALL EXISTING UTILITIES. GAP -OFF ALL UTILITIES TO BE DISCONTINUED IN USE. CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION OF OWNER. 16. "IN ACCORDANCE WITH FLORIDA STATUTE, SECTION 3'16.60, THIS IS TO ADVISE YOU OF THE OWNER'S OR OPERATOR'S RESPONSIBILITY TO COMPLY WITH THE STATE AND FEDERAL ASBESTOS REGULATIONS, INCLUDING F.S. SECTION 255, AND CPR 61 - NESHAP REQUIREMENTS. REQUIREMENTS INCLUDE ASBETOS SURVEYS AND SUBMISSION OF WRITTEN NOTIFICATION TO PLAM BEACH COUNTY HEALTH DEPAERTMENT'. 17. ACCORDING TO THE FLORIDA BUILDING CODE 2001 SEC. 3303 "IN ORDER TO CONTROL DUST DURING A DEMOLITION PROJECT, THE PERMIT HOLDER SHALL TAKE THE NECESSARY SAFE - GUARDS TO ENSURE THAT WATER SUPPLY IS AVAILABLE AND APPROPRIATE ACTIONS ARE TAKEN TO RETAIN DUST AT THE IMMEDIATE VICINITY OF THE DEMOLITION PROJECT AND TO ENSURE THAT NO DUST IS TRANSMITTED TO NEIGHBORING PROPERTIES OR STREETS ". 18. THE ELECTRICAL SUBCONTRACTOR MUST MAINTAIN THE FOLLOWING: A. TEMP POWER AND LIGHTING SHALL BE INSTALLED DURING CONSTRUCTION AS PER NEC 5213. B. PROVIDE GPI PROTECTION FOR TEMP. POWER. C. ALL REMOVAL OR DISCONNECTING OF POWER SHALL BE SAFELY CAPPED OR REMOVED. 19. CONTRACTOR TO MAINTAIN A SAVE MEANS OF EGRESS AT ALL TIMES DURING DEMOLITION 8 CONSTRUCTION OF PROJECT. 20. CONTRACTOR TO COORDINATE W/ OWNER LOCATION OF TEMPORARY FRAMED UP WALL (PLYWOOD E VISQUEEN) TO CONTROL LOOSE AIR - BORN - DEBRIS k DUST DURING DEMOLITION E CONSTRUCTION OF THE ENTIRE PROJECT CIF APPLICABLE) . NOTE: CONTRACTOR TO PATCH E MATCH ALL EXISTING FINISH - VERIFY W/ OWNER. EXISTING GUEST SUITE OLEXIST'G. T.O. 2ND FLR FINISH ELEV. = V -5' A.F.F. (CONTRACTOR TO FIELD VERIFY) NOTE: CONTRACTOR TO FRAME UP TEMPORARY WALL W/ PLYWOOD E VISQUEEN DURING DEMOLITION E CONSTRUCTION - TO CONTROL LOOSE AIR -BORN DEBRIS 4 DUST - (OR EQUAL). LIMITS OF CONSTRUCTION - - -- - - - -- - 25'- 10' 1' -8" 2' -10" 12' -8" 2'-10" I I 3 ii 2" ex. 3 A3.01 v J SAW -CUT FOR NEW DOOR OPENING EXISTING WINDOWS TO BE REMOVED. - SEE PROPOSED FLOOR PLAN. i EXISTING COVERED PORCH TO BE DEMOLISHED, CONTRACTOR TO SEE PROPOSED FLOOR PLANS AND EXTERIOR ELEVATIONS FOR PROPOSED FLORIDA ROOM AND EXERCISE ROOM ADDITION. N L '� SECOND FLOOR DEMOLITION PLAN A2.01) SCALE: 1/4° =1' -0" 21. CONTRACTOR TO PROVIDE A WEATHER - RESISTIVE BARRIER AT ALL OPENINGS AND PENETRATIONS OF THE BUILDING ENVELOPE, SPECIAL PREPERATION AT PROPOSED SECOND FLOOR EXTERIOR "OPEN PORCH TERRACE ". NOTE: ENTIRE PROPOSED TERRACE IS LOCATED OVER "FINISHED COVERED PORCH" BELOW AT THE GROUND LEVEL. CONTRACTOR TO MAKE DAILY INSPECTIONS OF INTERIOR SPACE 8 PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS AT NO COST TO OWNER. 22. THE CONTRACT DOCUMENTS INCLUDE ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL AND LANDSCAPING DRAWINGS. NO PORTION BY ITSELF PROVIDES ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT. THEREFORE IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL OF THEIR SUBCONTRACTORS TO THOROUGHLY FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND COORDINATE THE INFORMATION CONTAINED THEREIN TO PROPERLY AND SUCCESSFULLY PERFORM THE DEMOLITION PORTION OF THE PROJECT. 23. THE CONTRACTOR SHALL TAKE PRECAUTION AGAINST DAMAGE TO EXISTING GARAGE EQUIPMENT AND ATTIC A/C UNITS. NOTE: CUTTING: USE CUTTING TOOLS, NOT CHOPPING TOOLS. MAKE NEAT HOLES E MINIMIZE DAMAGE TO ADJACENT WORK CHECK FOR ALL CONCEALED UTILITIES f STRUCTURE PRIOR TO CUTTING - PATCHING: MAKE PATCHES, SEAM AND JOINTS DURABLE E INCONSPICUOUS - REMOVE ALL ABANDONED UTILITIES WHERE POSSIBLE. 24. CONTRACTOR TO REVIEW MEP DRAWINGS AND SUBMIT SHOP DRAWINGS FOR APPROVAL, PRIOR TO DEMOLITION / REMOVAL OF EXISTING ELECTRICAL PANEL. N 'l v �_i -7 Archft t Phew and Deeigw AA-ZWVZN" 205 George Bush Blvd. Delray Beach, Florida 33444 `: TEL: 561-276-6011 i_ FAX: 561 - 276 -6129 ISSUED FOR PERMIT BIDS Z PERMIT 08.23.11 CONSTRUCTION 7_ PROJECTPTLE <a ItLER _ RESIDENCE RENOVATION 7 APPROVED SE' - proW OF T 960 EMERALD ROW GULFSTREAM, FL. CLIENT APPROVAL REVISIONS "1 THIS DRAWING IS NOT FOR CONSTRUCTION, - IT HAS BEEN ISSUED FOR GOVERdMENTAL REVIEW AND /OR PRELIMINARY PRICING ONLY, FILE NUMBER 314A201 DRAWING TITLE DEMOLITION FLOOR PLANS 7 - DATE 7.13.11 I DRAWN BY GE /MJ JOB NUMBER 20110314 DRAWING NUMBER "11-17 A2.01 WALL LEGEND EXISTING WALLS, WINDOWS 8 DOORS TO 5E REMOVED. EXISTING 4" TO 6" INTERIOR DRYWALL PARTITION TO REMAIN "AS IS ". EX15TING EXT. WALLS, S" CONCRETE BLOCK WALL W/ V 2 -COAT SMOOTH STUCCO FIN. PAINTED -a EXTERIOR FACE. ON INTERIOR FACE, No' GYPSUM WALL BOARD. PAINTED ON 1 x 2 P.T. FURRING 6 24' O.C. NON -LOAD BEARING, 4 -118" MIN. INT. PARTITION WALL W/ (1) LAYER OF 5/8" TYPE -'X' G.W.B. W/ SMOOTH LEVEL IV FINISH - PAINTED (MATCH EXISTING) ON EA. SIDE OF 3 5/8" 25GA METAL STUDS -6 24" O.G. (SEE DIM. FLR. PLANS FOR ACTUAL WALL THICKNESS) IIIIIIIII Illl EXT. WALLS, (o" TO 8" CONCRETE 5LOCK WALL W/ Y 2 -COAT SMOOTH STUCCO FIN. PAINTED -6 EXTERIOR FACE (MATCH EXISTING FIN, 4 PAINT - VERIFY W/ OWNER ON FINISH). ON INTERIOR FACE, s /s" GYPSUM WALL BOARD ON I x 2 P.T. FURRING -0 24" O.C. W/ R4.1 FI -FOIL BACK INSULATION 5ETWEEN FURR'G STRIPS E G,W,5. W/ SMOOTH LEVEL IV FINISH - PAINTED - MATCH EXISTING). 6 EXT. WALLS, S" P.I.P. CONC. WALL W/ pis" 2 -COAT SMOOTH STUCCO FIN. PAINTED e EXTERIOR FACE (MATCH EXISTING FIN, E PAINT - VERIFY W/ OWNER ON FINISH). ON INTERIOR FACE, rlis" TYPE -'X' G.W.B. ON 1 x 2 P.T. FURRING 'm 24" O.G. W/ R4.1 FI -FOIL BACK INSULATION BETWEEN FURRNG STRIPS 4 G,W,B. (M.R. G.W.B. 6 WET BATHROOMS 8 KITCHEN AREAS) W/ SMOOTH LEVEL IV FINISH - PAINTED - MATCH EXISTING). ® WINDOW NUM5ER ODOOR NUM5ER NOTE- 1. ALL INT. WALLS W/ CA51NET5 TO 5E PROVIDED W/ 1/2" PLYWOOD OR WOOD BLOCKING. 2. ALL 5ATHROOM WALLS TO RECEIVE 5ATT SOUND INSULATION (TYP.). 3. ALL TILED FLOORS AND WALLS TO RECEIVE 5 /16 "- "DUROGK" BACKING OR EQUAL. I ^ N i � N } 10 Iz O �p W N 0 'la I6 N NOTES I. DO NOT SCALE DRAWINGSI 2. FIELD VERIFY ALL DIMENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY DISCREPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. : 1,04- 1:wAmZ910 � s 4' -2" 3' --I" ' STAIRS N 1 02 ._......,_ ._. ; k A7.00 / \\,<..- -- N I �y_ EXISTING LMNG ROOM J,EXIST'G. T.O. 1ST FLR FINISH ELEV. = m' -m" A.F.F. (8.88' N.G.V D.) LIMITS OF CONSTRUCTION 4 A7.00 m 4 "% 910 s (PROPOSED ADDITION OVERALL) OA 1 A3.02 51-all 9,' -0" I. 3' -S" PROPOSED GROUND FLOOR DIMENSION PLAN N SCALE :1/4" =1' -0" 5" ex. LAYOUT FOR OUTDOOR KITCHEN FOR REFERENCE ONLY - OWNER TO PROVIDE SHOP 4 3 DRAWINGS FOR ACTUAL 2 LAYOUT. A3.02 A3,02 2' -0" 3' -011 2_@" LU 7 I z � —— EXISTING OUTDOOR KITCHEN m ;n O '= z y / cp ul 0 - - - -- - ly N N �r_ STAIRS -8" FO2 EXISTING GUEST SUITE J, EXIST'G. T.O. 2ND FLR FINISH ELEV, = V -5" AP.F. (CONTRACTOR TO FIELD VERIFY) LIMITS OF CONSTRUCTION AREA CALCULATIONS TOTAL UNDER A/C TOTAL UNDER ROOF G90UND FLOOR ADDMON AREA UNDER A/0 447 SO.FT. SECOND FLOOR ADDMON AREA UNDER A /C: 383 SOFT. TOTAL ADDITION AREA UNDER ROOF 830 SOFT. 8 Q tu I � 6%11 -11 C� Architect, Plemw and -' w�w ^w w - AA -M02W 205 George Bush Blvd. Delray Beach, Florida 33444 TEL: 561 - 276 -601 1 L FAX: 561 - 276 -6129 ISSUED FOR PERMIT 'L BIDS z PERMIT 08.23.11 CONSTRUCTION Ems' z ( 3 z PR CT TITLE MILLER -_? RESIDENCE RENOVATION z AP . D I 1911 F a" rt, AU 1 - Tcv.,n )1 z 960 EMERALD ROW GULFSTREAM, FL. r� CLIENT APPROVAL REVISIONS THI5 DRAWING 16 NOT FOR CONSTRUCTION, ' IT HA5 SEEN 155UED FOR GOVERNMENTAL REVIEW AND/OR PRELIMINARY PRICING ONLY, FILE NUMBER 314A202® DRAWING TITLE PROPOSED FLOOR PLANS (DIMENSION) L DATE I DRAWN BY 7.13.11 GE /MJ JOB NUMBER 20110314 1111]c7_1T,TIIaIm0L11a l A 4 A7.00 ; I u� EXERCISE WET5AR ROOM _ FO-31 8 Q tu I � 6%11 -11 C� Architect, Plemw and -' w�w ^w w - AA -M02W 205 George Bush Blvd. Delray Beach, Florida 33444 TEL: 561 - 276 -601 1 L FAX: 561 - 276 -6129 ISSUED FOR PERMIT 'L BIDS z PERMIT 08.23.11 CONSTRUCTION Ems' z ( 3 z PR CT TITLE MILLER -_? RESIDENCE RENOVATION z AP . D I 1911 F a" rt, AU 1 - Tcv.,n )1 z 960 EMERALD ROW GULFSTREAM, FL. r� CLIENT APPROVAL REVISIONS THI5 DRAWING 16 NOT FOR CONSTRUCTION, ' IT HA5 SEEN 155UED FOR GOVERNMENTAL REVIEW AND/OR PRELIMINARY PRICING ONLY, FILE NUMBER 314A202® DRAWING TITLE PROPOSED FLOOR PLANS (DIMENSION) L DATE I DRAWN BY 7.13.11 GE /MJ JOB NUMBER 20110314 1111]c7_1T,TIIaIm0L11a l A WALL LEGEND EXISTING WALLS, WINDOWS $ DOORS TO BE REMOVED. -- U EXISTING 4' TO (' INTERIOR DRYWALL PARTITION TO REMAIN 'AS IS ". EXISTING EXT. WALLS, 8" CONCRETE BLOCK WALL W/ Ns' 2 -GOAT SMOOTH STUCCO FIN. PAINTED o EXTERIOR FACE. ON INTERIOR FACE, No' GYPSUM WALL BOARD. PAINTED ON 1 x 2 P.T. FURRING a 24' O.G. NON -LOAD BEARING, 4 1/8" MIN. INT. PARTITION WALL W/ (1) LAYER OF 5/8' TYPE -'X' G.W.B. W/ SMOOTH LEVEL IV FINISH - PAINTED (MATCH EXISTING) ON EA. SIDE OF 3 5/8" 25GA METAL STUDS a 24' O.C. (SEE DIM. FLR. PLANS FOR ACTUAL WALL THICKNESS) EXT. WALLS, (o" TO 8" CONCRETE BLOCK WALL W/ 5is' 2 -COAT SMOOTH STUCCO FIN. PAINTED EXTERIOR FACE (MATCH EXISTING FIN. $ PAINT - VERIFY W/ OWNER ON FINISH). ON INTERIOR FACE, 5is" GYPSUM WALL BOARD ON I x 2 P.T. FURRING m 24" O.C. W/ R4.1 Fl -FOIL BACK INSULATION BETWEEN FURR'G STRIPS $ G.W.B. W/ SMOOTH LEVEL IV FINISH - PAINTED - MATCH EXISTING). 4 EXT. WALLS, 8" P.f.P. CON(. WALL W/ pis" 2 -COAT SMOOTH STUCCO FIN. PAINTED EXTERIOR FACE (MATCH EXISTING FIN, 4 PAINT - VERIFY W/ OWNER ON FINISH). ON INTERIOR FACE, 5i9" TYPE -'X' G.W.B. ON 1 x 2 P.T. FURRING m 24" O.C. W/ R4.1 FI -FOIL BACK INSULATION BETWEEN FURR'G STRIPS B G.W.B. (M.R. G.W.B. 6 WET BATHROOMS $ KITCHEN AREAS) W/ SMOOTH LEVEL IV FINISH - FAINTED - MATCH EXISTING). WINDOW NUMBER ODOOR NUMBER NOTE- 1. ALL INT. WALLS W/ CABINETS TO BE PROVIDED W/ 1/2' PLYWOOD OR WOOD BLOCKING. 2. ALL BATHROOM WALLS t0 RECEIVE BATT SOUND INSULATION (TYP.). 3. ALL TILED FLOORS AND WALLS TO RECEIVE 5 116 "- "DUROCIG" BACKING OR EQUAL. NOTES 1. DO NOT SCALE DRAWINGSI 2. FIELD VERIFY ALL DIMEN51ONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY DISCREPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. PA r -- 102 91M, - -- O W, :=D-- - - -- --Q -- 4 EXISTING LIVING ROOM 01 JkEXIST'G. T.O. 15T FLR FINISH ELEV. = 0' - O' A.F.F. (8.88' N.G.V.D.) LIMITS OF CONSTRUCTION 4 10 A7.00 A8.02 Q?"I' .06 O OS Ii 1� 3 • PROPOSED GROUND FLOOR NOTED PLAN SCALE: 1/4" = 1' -0" 5" ex. > I I i 04 N (A) AREA CALCULATIONS TOTAL UNDER A/C OUTDOOR KITCHEN Oj OUTDOOR KITCHEN SEE CEILINGS $FLOOR SCHEDULES ALL WALLS, MILLWORK $ APPLIANCES I BY OWNER. N (A) AREA CALCULATIONS TOTAL UNDER A/C TOTAL UNDER ROOF GROUND FLOOR ADDITION AREA UNDER A /CC 447 SOFT. SEE CEILINGS $FLOOR SCHEDULES ALL WALLS, SECOND FLOOR ADDMON AREA UNDER A/C 383 SO.FT. 12 TOTAL ADDITION AREA UNDER ROOP 830 SOFT. - 01 - - - -- O OS N 2 PROPOSED SECOND FLOOR NOTED PLAN 2.02 SCALE :1/4" = 1' —On FLOOR PLAN NOTES 11-011 SEE CEILINGS $FLOOR SCHEDULES ALL WALLS, 10--lt CONTRA WOOD OR TTOIPROVIIDEESHOPBDRAWINGS. 12 SOUND INSULATION BATTS. (TYP. AT EXERCISE ROOM) ALL WINDOW CORNERS, HDR'S. $ SILLS t0 BE (VERIFY W/ OWNER ON STYLE) " 02 WRAPPED 'ETERNABOND WINDOW SEAL' W/ "PGT" FIXED $ CASEMENT ALUM. WINDOWS TO BE IMPACT WIDE S.S. BAR SINK (VERIFY W/ OWNER). MIN. 12" TURN .9 JAMB (TYP.) 08 RESISTANT $COMPLY W/ ALL DADS COUNTY fMPACT AND "SUB- ZERO" rF- UC- 241R-RH 24' REF ONLY UC/ 2 03 ❑ ALL EXTERIOR DOORS $WINDOWS TO HAVE 'VULKEM" CAULKING aBUCK / WD. FRAME /ALUM. FRAME WIND CYCLYING TESTING REQUIRMENTS. CONTRACTOR TO PROVIDE OWNER W/ CERT, OF COMPLIANCE (COLOR TO BE "WHITE'). 14 ADJUSTABLE (FLORIDA ROOM $ EXERCISE ROOMXVERIFY W/ OWNER ON STYLE $ FINISH). OR METAL CONDITIONS (TYP.). "5U5- ZERO" "P -UC -151 ICE MAKER UL RATED- NO /PUMTQ [04 ALL ALUM. EXT. DOOR THRESHOLDS $WINDOW SILLS Og EGRESS TYPE WINDOW SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF COOLS AND PROVIDE A 15 (FLORIDA ROOM $ EXERCISE ROOM) (VERIFY W/ OWNER ON STYLE $ FINISH). TO BE SET IN MASTIC OVER (1) LAYER OF CLEAR OPENING OF NOT LESS THAN 20" W/ 24 "HT. AND 5.l 'ETEFN4BOND' OR EQUAL $ CONCRETE SQ. FT.. AREA THE BOTTOM OF THE OPENING SHALL BE CONTRACTOR TO VERIFY W /OWNER ALL REQUIRED THRESHOLD/ CONCRETE SILL. NOT MORE THAN 44' FROM THE FINISH FLOOR LEVEL NOR 16 HT'S $ BACKING FOR ALL PLASIlA/LAT SCREEN -T' -0" TO V -0" FLAT OPENING (SEE SHALL ANY PART OF THE OPERATING MECHANISM BE Ty LOCATIONS (TYP.). 05 BUILDING SECTIONS FOR ELEVATIONS). PLACED HIGHER THAN 54" FROM THE FIN. FLOOR. CUSTOM ALL ALUMINUM 5' -O" DIA. SPIRAL STAIR OC GRANITE COUNTERTOP W/ 4" BACK SPLASH (VERIFY 11 10 FURRED OUT DRYWALL 6" TO 8" FOR PLUMBING STACK I� KIT BY 'THE IRON SHOP" OR EQUAL W/ RAISED DIAMOND PATTERN ALUM. PLATE TREADS $ COLOR W/ OWNER) - CONTRACTOR TO INFORM LANDING. CRIPPLE -IN- BETWEEN ALUMINUM OWNER ON SEALING GRANITE ONCE A YEAR. 11 "PGV ALUM. SLIDING GLASS DOORS TO BE IMPACT STRAIGHT SPINDELS, 1114" CONT. ALUM. HANDRAIL, RESISTANT AND COMPLY W/ ALL DADE COUNTY IMPACT TOP LANDING W /ALUM. GATE - ALL W/ BLACK AND WIND CYCLING TESTING REQUIREMENTS. CONTRACTOR E.S.P. POWDER COAT FINISH. TO PROVIDE CERTIFICATE OF COMPLIANCE (TYP.) - VERIFY W/ OWNER - SEE DOOR SCHEDULE). CCW MIRADRAIN 2000 ON CCW MIRADRI 800/861 18 (WATERPROOFING MEMBRANE) BY "CARLISLE" OR APPROVED EQ. INSTALL AS PER MANF. SPEC'S. CONTRACTOR TO PROVIDE SHOP DW'G'S. FOR APPROVAL PRIOR. (WHERE SLAB MEETS EXIST'G BUILDING) - 02 I O03 F as "1ii1 DRAWING NUMBER A2m02N 2 2 A3.01 A3.1 NOTES: 1. DO NOT SCALE DRAWINGSI 2. FIELD VERIFY ALL DIMENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY DISCREPANCY W1 DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. A3.00 1 A3.01 ALUNI as a i SCALE :1/4" =1' -0° (FOR REFERENCE ONLY) N 3 \3.01 'OSED F .NTRANC i OWN PROPOSED ROOF PLAN SCALE :1/4" = 1' -0° N (A) ..,.��.�E ROLL S CONC. ROOF TILE BI1' °ENTEGRA ROOF TILE, INC." (MATCH EXIST'G) (COLOR BEIGE) OVER 90# FELT NOT MOPPED ON 300 FELT TIN - TAGGED TO 19/32° A.P.A. RATED EXT. GRADE PLYWD. SNEATN'G. INSTALL AS PER ROOF'G. SPECS. (TYf=.) VENT I L AT ION - CAL CUL AT ION TWO STORY ADDITION 441 S.F. CEILING AREA x 1/150 = 2.98 S.F. x 144 = 421BJ2 sq. in. Required: 429.12 sq.in. of ventilation Provided: (6) 6x12 screen vents = 432 sq. in. (MATC;H EXISTING) TOTAL VENTILATION REQUIRED= 429.12 sq. in. TOTAL VENTILATION PROVIDED= 432 sq.in. f%II ~II �l / Ard twt, Plamw and f' De®igw _i AA- 26002044 _- 205 George Bush Blvd. _= Delray Beach, Florida 33444 j TEL: 561-276-6011 ! FAX: 561 - 276 -6129 7 ^i =3 PROJECT TITLE MILLER RESIDENCE RENOVATION Ef `k! . '` �1 l 960 EMERALD ROW GULFSTREAM, FL. CLIENT APPROVAL REVISIONS THIS DRAWING IS NOT FOR CONSTRUCTION, IT HAS BEEN ISSUED FOR GOVERNMENTAL REVIEW AND /OR PRELIMINARY PRICING ONLY. FILE NUMBER 314A203 DRAWING TITLE PROPOSED AND EXISTING T ROOF PLANS DATE IDRAWN BY 7.13.11 GE /MJ JOB NUMBER 20110314 DRAWING NUMBER A2.03 SEE PROPOSED FLOOR PLAN FOR NEW OUTDOOR KITCHEN/BAR. EXISTING SOUTH ELEVATION SCALE: ViV =1' -0" i--� EXISTING WEST ELEVATION A3.00 SCALE 1/4 " =1' -0" I / : (FOR REFERENCE ONLY) (FOR REFERENCE ONLY) SEE PROPOSED FLOOR PLAN 4 ELEVATIONS FOR NEW ADDITION. EXISTING GUEST SUITE ROOF BEARING ELEV. A.F.F. EXISTING T.O. 2ND FLR FINISH ELEV. = V-5" A.F.F. (P EXISTING T.O. 15T FLR. FINISH ELEV. = 0'-0" A.F.F. (FOR REFERENCE ONLY) EXISTING WALL 4 GATE TO 5E n - SEE PROPOSED FLOOR PLAN EXISTING GUEST SUITE ROOF BEARING ELEV. A.F.F. SEE PROPOSED FLOOR PLAN FOR NEW OPENING & EXISTING BALCONY. EXISTING T.O. -2ND FLR FINISH ELEV. A.F.F. EXISTING T.O. 1St FLR. FINISH ELEV. = 01-01 4Fr-. (FOR REFERENCE ONLY) 11 \ 1 %11 1 11 14%.A. vu I V %.ol v 1� V\ I I v r7 " 1 -4 1 v V-dr- SEE PROPOSED FLOOR PLANS FOR GENERAL LAYOUT AND EXTERIOR ELEVATIONS. F-� EXISTING EAST ELEVATION SCALE: 1/4" =1' -0" (FOR REFERENCE ONLY) m ! I 7 Ard-dect Mamer and Designw AA-26002044 205 George Bush Blvd. Delray Beach, Florida 33444 TEL: 561-276-6011 FAX: 561-276-6129 7 P JECT TITLE MILLER RESIDENCE RENOVATION P'PPROVEID aRECE� fE DO' 06 3 � 70,0 z 960 EMERALD ROW GULFSTREAM, FL. CLIENT APPROVAL REVISIONS THIS DRAUJIN63 16 NOT FOR CONSTRUCTION, IT HAS BEEN ISSUED FOR GOVERNMENTAL REVIEW AND/OR PRELIMINARY PRICING ONLY. FILE NUMBER 314A300 DRAWING TITLE EXISTING EXTERIOR z ELEVATIONS (FOR REF. ONLY) DATE ( DRAWN BY 7.13. GE/MJ JOB NUMBER 20110314 DRAWING NUMBER A3.00 NOTES: GS' 1. DO NOT SCALE DRAWINGSI 2. FIELD VERIFY ALL DIMENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY DISCREPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX 12 51/2 EX. T� YP, EX.O.N. 12 5'/2 EX. P ,. EX.O.H. 12 V/2 EX- ITYP. ❑ ❑ FF ii-i FT I TT! U iii ii ❑ ii❑ ❑ ❑J� EXISTING SITE WALL TO BE DEMOLISHED, CONTRACTOR TO SEE PROPOSED FLOOR PLANS FOR PROPOSED FLORIDA ROOM AND EXERCISE ROOM ADDITION. 12 t❑ 611/2 EX. ❑❑❑ 12 5'/2 EX. TT ❑YP. ❑❑❑❑ ❑❑ 12 5!/2 EX. T� `❑P. 12 TYP.l V/2 E - � EXISTING WINDOWS TO REMOVED. ❑7 ❑❑ ❑ 12 TYP.15�i2 EX. 12 TYP.1 5'i2 EX. EX.O.H. EX.O.H. I f EX.O.H. ' EXISTING COVERED PORCH TO BE DEMOLISHED, CONTRACTOR TO SEE PROPOSED FLOOR PLANS AND EXTERIOR ELEVATIONS FOR PROPOSED FLORIDA ROOM AND EXERCISE ROOM ADDITION. DEMOLITION OF SOUTH ELEVATION SCALE :1/4" -1' -0" EXISTING SITE WALL TO BE DEMOLISHED, CONTRACTOR TO SEE PROPOSED FLOOR PLANS FOR PROPOSED FLORIDA ROOM AND EXERCISE ROOM ADDITION. 2 DEMOLITION OF WEST ELEVATION A3.01 SCALE :1/4" =1° -0" DEMOLITION NOTES I. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL ASPECTS OF THE DEMOLITION PROCESS AND WILL TAKE PRECAUTIONS AGAINST DAMAGE TO SURROUNDING SURFACES AND SYSTEMS. 2. THE CONTRACTOR IS RESPONSIBLE FOR SHORING AND BRACING DURING DEMOLITION. BEARING WALLS AND COLUMNS TO BE DEMOLISHED WILL NOT BE REMOVED UNTIL ADEQUATE SHORING AND /OR NEW STRUCTURE IS IN PLACE AND VERIFIED BY THE ARCHITECT /OR ENGINEER - CONTRACTOR TO SUBMIT SIGNED E SEALED SHOP DRAWINGS PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL TAKE PRECAUTION AGAINST DAMAGE TO EXISTING MECHANICAL /ELEC. AND PLUMBING /GAS SYSTEMS (VERIFY W/ OWNER). 4. ALL SYSTEMS REQUIRING REROUTING OR TERMINATION SHALL BE IN ACCORDANCE WITH LOCAL CODES AND PRACTICES, OR MANUFACTURER'S SPECIFICATIONS. REMOVE ALL DEBRIS ON A DAILY BASIS AND KEEP JOB SITE CLEAN AND FREE OF HAZARDS. 5. ALL APPLIANCES, CABINETRY, HARDWARE, PLUMBING AND LIGHTING FIXTURES SHALL BE REMOVED WITH CARE AND SALVAGED FOR FUTURE USE. REUSE DOORS AND HARDWARE WHERE APPLICABLE. CONSULT WITH OWNER FOR WHICH MATERIALS TO STORE/REUSE OR DISCARD. 6. PRIOR TO COMMENCING WORK INSPECT SITE FOR THE FOLLOWING: - HAZARDOUS MATERIALS. IF ENCOUNTERED - NOTIFY OWNER AND COMPLY WITH ALL APPL. CODES AND REG'S. FOR REMOVAL. INCL. ASBESTOS. - ANY EXISTING DAMAGED MATERIALS AND SURFACES - DOCUMENT AS REQ'D E INFORM OWNER FOR PROTECTION AGAINST CLAIMS -ONCE DEMOLITION STARTS. I. DEMOLITION INCLUDES COMPLETE REMOVAL OF AND ITEMS LABELLED AND DISPOSAL OF DEMOLISHED MATERIALS. EXISTING COVERED PORCH TO BE DEMOLISHED, CONTRACTOR TO SEE PROPOSED FLOOR PLANS AND EXTERIOR ELEVATIONS FOR PROPOSED FLORIDA ROOM AND EXERCISE ROOM ADDITION EXISTING GUEST SUITE ROOF _BEARING y� ELEV. = 17' -5" A.F.F.- - — — - -- -- EXISTING T.O. 2ND FLR. FINISH ELEV. - V-5" A.F.F. EXISTING T.O. 16t FLR. FINISH ELEV. = 01-011 A.F.F. - -- - (FOR REFERENCE ONLY) 8. SCHEDULE: SUBMIT PROPOSED METHODS AND OPERATIONS OF BUILDING DEMOLITION TO OWNER FOR REVIEW PROIR TO START OF WORK. INCLUDE IN SCHEDULE COORDINATION FOR SHUT -OFF, CAPPING AND CONTINUATION OF ALL UTILITY SERVICES. 9. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. 10. PROTECTION: ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION. CONDUCT OPERATION TO PREVENT INJURY TO ADJACENT SECTIONS OF THE HOUSE. 11, DISPOSAL: REMOVE FROM SITE ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 12, NOTE: NO ATTEMPT IS MADE ON THESE DRAWINGS TO SHOW EVERY ITEM TO BE REMOVED. CONTRACTOR SHALL VISIT SITE TO DETERMINE WHETHER OR NOT SMALLER ITEMS NOT SHOWN ARE TO BE REMOVED. CONTRACTOR IS HEREBY NOTIFIED TO STUDY THE ARCHITECTURAL ELEVATIONS TO DETERMINE THE FINISH DESIGN CONTENT. ANY QUESTIONS SHALL BE DIRECTED TO THE GEN. CONTRACTOR CONCERNING ALL ITEMS TO BE REMOVED OR TO REMAIN. 13. X X X - INDICATES TEMPORARY POST E BEAM SHORING BY GENERAL CONTRACTOR INSTALL PRIOR TO REMOVING ANY LOADBEARING COMPONENT AND MAINTAIN IN PLACE UNTIL NEW WORK 15 COMPLETED - COORDINATE WITH STRUCTURAL ENGINEER 14. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATION, AND CONDITIONS PRIOR TO CONSTRUCTION. 1 r 1 EX.O.H. _ro X.O.H. 12 5/2 EX. P 0 EX.O.H. 12 TYI-,l Vi2 EX. 12 V/2 EX. TYP. I� I EXISTING GUEST SUITE ROOF BEARING ELEV. = 17' -5" A.F.F. EXISTING T.O. 2ND FLR. FINISH ELEV. = V -5" A.F.F. _I EXISTING OUTDOOR KITCHEN TO BE DEMOLISHED - SEE PROPOSED FLOOR PLANS AND EXTERIOR ELEVATIONS. EXISTING T.O. 1ST FLR. FINISH ELEV. (FOR REFERENCE ONLY) EXISTING OUTDOOR KITCHEN TO BE DEMOLISHED - SEE PROPOSED FLOOR PLANS AND EXTERIOR ELEVATIONS. DEMOLITION OF EAST ELEVATION A3.01,/ SCALE : 1/4° -1' -0° 15. CONTRACTOR TO NOTIFY OWNER PRIOR TO SHUT -OFF OF ALL EXISTING UTILITIES. CAP -OFF ALL UTILITIES TO BE DISCONTINUED IN USE. CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION OF OWNER 16. 'IN ACCORDANCE WITH FLORIDA STATUTE, SECTION 31660, THIS IS TO ADVISE YOU OF THE OWNER'S OR OPERATOR'S RESPONSIBILITY TO COMPLY WITH THE STATE AND FEDERAL ASBESTOS REGULATIONS, INCLUDING F.S. SECTION 255, AND CPR 61 - NESHAP REQUIREMENTS. REQUIREMENTS INCLUDE ASBETOS SURVEYS AND SUBMISSION OF WRITTEN NOTIFICATION TO PLAM BEACH COUNTY HEALTH DEPAERTMENT 11. ACCORDING TO THE FLORIDA BUILDING CODE 2001 SEC. 3303 "IN ORDER TO CONTROL DUST DURING A DEMOLITION PROJECT, THE PERMIT HOLDER SHALL TAKE THE NECESSARY SAFE - GUARDS TO ENSURE THAT WATER SUPPLY IS AVAILABLE AND APPROPRIATE ACTIONS ARE TAKEN TO RETAIN DUST AT THE IMMEDIATE VICINITY OF THE DEMOLITION PROJECT AND TO ENSURE THAT NO DUST IS TRANSMITTED TO NEIGHBORING PROPERTIES OR STREETS". 18. THE ELECTRICAL SUBCONTRACTOR MUST MAINTAIN THE FOLLOWING: A. TEMP POWER AND LIGHTING SHALL BE INSTALLED DURING CONSTRUCTION AS PER NEC 521.3. B. PROVIDE GFI PROTECTION FOR TEMP. POWER C. ALL REMOVAL OR DISCONNECTING OF POWER SHALL BE SAFELY CAPPED OR REMOVED. IS. CONTRACTOR TO MAINTAIN A SAVE MEANS OF EGRESS AT ALL TIMES DURING DEMOLITION E CONSTRUCTION OF PROJECT. 20. CONTRACTOR TO COORDINATE: W/ OWNER LOCATION OF TEMPORARY FRAMED UP WALL (PLYWOOD E V18QUEEN) TO CONTROL LOOSE AIR -BORN- DEBRIS 4 DUST DURING DEMOLITION 4 CONSTRUCTION OF THE ENTIRE PROJECT (IF APPLICABLE) . 21. CONTRACTOR TO PROVIDE A WEATHER - RESISTIVE BARRIER AT ALL OPENINGS AND PENETRATIONS OF THE BUILDING ENVELOPE, SPECIAL PREPERATION AT PROPOSED SECOND FLOOR EXTERIOR 'OPEN PORCH TERRACE'. NOTE: ENTIRE PROPOSED TERRACE IS LOCATED OVER 'FINISHED COVERED PORCH' BELOW AT THE GROUND LEVEL. CONTRACTOR TO MAKE DAILY INSPECTIONS OF INTERIOR SPACE 4 PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS AT NO COST TO OWNER. 22. THE CONTRACT DOCUMENTS INCLUDE ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL AND LANDSCAPING DRAWINGS. NO PORTION BY ITSELF PROVIDES ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT. THEREFORE IT 18 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL OF THEIR SUBCONTRACTORS TO THOROUGHLY FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND COORDINATE THE INFORMATION CONTAINED THEREIN To PROPERLY AND SUCCESSFULLY PERFORM THE DEMOLITION PORTION OF THE PROJECT. 23. THE CONTRACTOR SHALL TAKE PRECAUTION AGAINST DAMAGE TO EXISTING GARAGE EQUIPMENT AND ATTIC A/C UNITS. NOTE: CUTTING: USE CUTTING TOOLS, NOT CHOPPING TOOLS. MAKE NEAT HOLES E MINIMIZE DAMAGE TO ADJACENT WORK. CHECK FOR ALL CONCEALED UTILITIES E STRUCTURE PRIOR TO CUTTING - PATCHING: MAKE PATCHES, SEAM AND JOINTS DURABLE E INCONSPICUOUS - REMOVE ALL ABANDONED UTILITIES WHERE POSSIBLE. 24. CONTRACTOR TO REVIEW MEP DRAWINGS AND SUBMIT SHOP DRAWINGS FOR APPROVAL, PRIOR TO DEMOLITION / REMOVAL OF EXISTING ELECTRICAL PANEL. c; CONSTRUCTION n (l �ROJECT TITLE {% MILLER RESIDENCE RENOVATION elk 1 960 EMERALD ROW GULFSTREAM, FL. - CLIENT APPROVAL c:. REVISIONS r ly THIS DRAWING IS NOT FOR CONSTRUCTION, _- IT HAS BEEN ISSUED FOR GOVERNMENTAL REVIEW AND /OR PRELIMINARY PRICING ONLY. FILE NUMBER 314A301 DRAWING TITLE PROPOSED DEMOLITION OF EXTERIOR x ELEVATIONS DATE DRAWN BY 7.13.11 I GE /MJ JOB NUMBER 20110314 DRAWING NUMBER A3.01 EXTERIOR STUCCO METAL LATH APPLICATION: 1, APPLY SCRATCH COAT WITH SUFFICIENT PRESSURE TO KEY WELL INTO LATH. TROWEL AFTER INITIAL SET AND SCRATCH TO ROUGHEN SURFACE. 2. APPLY BROWN COAT AFTER SCRATCH COAT HAS SET FIRM AND HARD AND HAS BEEN STRAIGHTENED TO A TRUE SURFACE WITHOUT THE USE OF ADDITIONAL WATER LEAVE ROUGH TO RECEIVE FINISH COAT. 3. DAMPEN BROWN COAT EVENLY PRIOR TO APPLICATION OF FINISH COAT. APPLY FINISH COAT AND BRING FINISH COAT TO A TRUE, EVEN SURFACE, FINISHED AS APPROVED BY OWNER 4, TWO (2) COAT WORK (ON MASONRY): APPLY TWO (2) COAT STUCCO TO CONCRETE AND MASONRY AREAS± TOTAL THICKNESS, FIVE - EIGHTHS (5/8) INCH MINIMUM. 5. THREE (3) COAT WORK (ON LATH): APPLY THREE (3) COAT STUCCO TO METAL LATH± TOTAL (1) INCH THICK. AREAS± TOTAL THICKNESS, FIVE - EIGHTHS (5/8) INCH MINIMUM. 6. RUN DRIP GROOVES IN STUCCO. PROVIDE RUN DRIP GROOVES IN EXTERIOR DOORWAY HEADS AND EXTERIOR WINDOW HEADS. 1. ALL STUCCO HEADERS, SILLS AND BANDING TO BE PROVIDED WITH A MIN. 1 /8- SLOPE FOR PROPER SHEDDING OF RAIN WATER 8. ALL POLYSTYRENE BOARD SHALL BE INSTALLED AS PER CURRENT MANUFACTURER'S PUBLISHED INSTRUCTIONS FOR INSTALLATION OF SYSTEM AS APPLICABLE TO EACH TYPE OF SUBSTRATE INDICATED. REINFORCING FABRIC CONSISTS OF A BALANCED, ALKALINE - RESISTANT OPEN -WEAVE GLASS -FIBER COMPILING WITH ASTM D 518 AND WEIGHING NOT LESS THAN 8 OZ. PER SQUARE YARD. NOTE: - WATER TEST TO BE CONDUCTED AT RANDOMLY SELECTED EXTERIOR WINDOW AND DOOR ASSEMBLIES AT INITIAL CONSTRUCTION PHASE TO CONFIRM WATER INFILTRATION ISSUES. IF WINDOWS OR DOORS FAIL, CONTRACTOR WILL BE RESPONSIBLE FOR COST OF TESTS E CORRECTIONS TO DOORS E WINDOWS, DOUBLE ROLL S GONG, ROOF TILE BY / "ENTEGRA ROOF TILE, INC.- (MATCH EXIST'G) (COLOR BEIGE) OVER 900 FELT HOT MOPPED ON 30* FELT TIN - TAGGED TO 19/32" A.P.A. RATED EXT. GRADE PLYWD. SHEATH'G. INSTALL AS PER ROOF'G. SPEC'S.,(TYP.) OR EQUAL) TYP (TO MATCH EXISTING). SQ.FT. L10 SQ.FT. 29 SQ.FT. 2-B SQ.FT. 29 SQ,FT, 10 SQ.FT. 12 Vi2 EX. TI YP, LE , FL- J I I, �I— I J it EL] ' I III OR EQUAL) TYP (TO MATCH EXISTING). SQ.FT. L10 SQ.FT. 29 SQ.FT. 2-B SQ.FT. 29 SQ,FT, 10 SQ.FT. 12 Vi2 EX. TI YP, LE , FL- J I I, �I— I --]' ��7 A J� --]' A J� EL] PROPOSED WEST ELEVATION SCALE :1/4" a 1' -0" 12 5'i2 EX. T yin ; n1 t I PROPOSED SOUTH ELEVATION SCALE :1/4" =1' -0" DOUBLE ROLL S CONC. ROOF TILE BY "ENTEGRA ROOF TILE, INC." (MATCH EXIST'G) (COLOR BEIGE) OVER 900 FELT HOT MOPPED ON 300 FELT TIN - TAGGED TO 19/32" A.P.A. RATED EXT. GRADE PLYWD. SHEATH'G. INSTALL AS PER ROOF'G. SPECS. (TYP./1 NEW STUCCO FINISH -2 -COAT 5/8" SMOOTH -` STUCCO FINISH, PAINTED (ACADIA WHITE *AC -41 OR EQUAL) TYP (TO MATCH EXISTING). "PGT" FIXED 4 CASEMENT ALUM. WINDOWS (COLOR WHITE) TO BE IMPACT RESISTANT AND COMPLY W /ALL DADE COUNTY IMPACT AND WIND CYCLING TESTING REQUIREMENTS CONTRACTOR TO PROVIDE CERTIFICATE OF COMPLIANCE (TYP.) — EXISTING GUEST SUITE ROOF BEARING ELEV. = 11' -5" A.F.F. '' 1 _6 ALL WINDOWS TO HAVE 1 x P.T, WD EX.O.H. BUCKS ANCHORED TO CONC W/ .188 x 3 1/4" TAPCONS -' 24" O,C,— EXISTING T.O. 2ND FLR FINISH -------------------- ELEV. = 9' -5" A.F.F. ALUM. DECORATIVE RAIL W/ E.S.P. POWDER COAT FINISH (COLOR BLACK) - TOP OF RAIL MIN, 36- W/ VERTICAL PICKETS SPACED TO BLOCK PASSAGE OF 4" SPHERE. (BOTTOM RAIL MAX. 2" A.F.F. -TYP.) - PROVIDE SHOP DRAWINGS FOR STYLE, SIZES AND DESIGN SAFETY / SAMPLE. BY "SOUTH FLORIDA ALUMINUM" OR EQUAL. (MATCH EXISTING HOUSE) (NOTE: ALL EXT. RAILINGS SHALL COMPLY W/ F.B.G. 2001 EDITION). EXISTING T.O. 1St FLR FINISH ELEV. = 0' -0" A.F.F. (FOR REFERENCE ONLY) "PGT" ALUM. SLIDING GLASS DOORS TO BE IMPACT RESISTANT AND COMPLY W/ ALL DADE COUNTY IMPACT AND WIND CYCLING TESTING REQUIREMENTS. CONTRACTOR TO PROVIDE CERTIFICATE OF COMPLIANCE (TYP.) - VERIFY W/ OWNER - SEE DOOR SCHEDULE). -PGT" ALUM. SLIDING GLASS DOORS TO BE IMPACT RESISTANT AND COMPLY W/ ALL DADE COUNTY IMPACT AND WIND CYCLING TESTING REQUIREMENTS. CONTRACTOR TO PROVIDE CERTIFICATE OF COMPLIANCE (TYP.) - VERIFY W/ OWNER - SEE DOOR SCHEDULE). PROPOSED EAST ELEVATION SCALE :1/4" =1' -0" SEE STRUCT. DU1G'S. FOR ADDITIONAL INFORMATION (ZONE 5 IS 3' FROM ANY CORNER) l,. Archftwt, Planner AA -2=2W = 205 George Bush Blvd. Delray Beach, Florida 33444 TEL: 561-276-6011 FAX: 561 - 276 -6129 CONSTRUCTION MILLER RESIDENCE RENOVATION APPROVE, I1 SET r. �uq, wiB4 LIGHT FIXTURES OTHOMAS LIGHTING 051-9210-8 ALL LIGHTING TO BE APPROVED BY OWNER /ARCHITECT (FOR PRICING PURPOSES ONLY) PAINT LEGEND 960 EMERALD ROW GULFSTREAM, FL. CLIENT APPROVAL REVISIONS AREVISED .01.18.11 AS PER TOWN COMMENTS: ADDED WINDOW DIVIDERS 4 GLASS AREA CALCULATIONS. THIS DRAWING IS NOT FOR CONSTRUCTION, IT HAS BEEN ISSUED FOR GOVERNMENTAL REVIEW AND /OR PRELIMINARY PRICING ONLY. FILE NUMBER 314A302 DRAWING TITLE s ALL SURFACES TO BE CLEANED 4 PROPOSE D PRIMED AS PER BENJAMIN MOORE. - - - - `„ P -I ADOBE BEIGE AC -1 (UPPER MAIN EXTERIOR BODY MATCH MAIN HOUSE) P -2 SANDSTONE STANDING SAM -METAL ROOF) (COL OR fr ELEVATION S TO MATCH MAIN HOSE) P -3 BRILLIANT WHITE (ACCENT BANDING, WINDOWS, DOORS d TRIM). DATE DRAWN BY P_q JET BLACK (RAILINGS, 7.13.11 I GE /MJ DECORATIVE WINDOW BARS) P -5 NOT USED JOB NUMBER 20110314 P -6 ADOBE BEIGE AC -1 (PERIMETER BASE OF BLDG.) Ott- A.IRAWING NUMBER A. NOTE: ALL COLORS ARE FOR PRICING PURPOSES ONLY, CONTRACTOR TO PROVIDE SAMPLES FOR OWNER APPROVAL. !'. A3.02 EL] PROPOSED WEST ELEVATION SCALE :1/4" a 1' -0" 12 5'i2 EX. T yin ; n1 t I PROPOSED SOUTH ELEVATION SCALE :1/4" =1' -0" DOUBLE ROLL S CONC. ROOF TILE BY "ENTEGRA ROOF TILE, INC." (MATCH EXIST'G) (COLOR BEIGE) OVER 900 FELT HOT MOPPED ON 300 FELT TIN - TAGGED TO 19/32" A.P.A. RATED EXT. GRADE PLYWD. SHEATH'G. INSTALL AS PER ROOF'G. SPECS. (TYP./1 NEW STUCCO FINISH -2 -COAT 5/8" SMOOTH -` STUCCO FINISH, PAINTED (ACADIA WHITE *AC -41 OR EQUAL) TYP (TO MATCH EXISTING). "PGT" FIXED 4 CASEMENT ALUM. WINDOWS (COLOR WHITE) TO BE IMPACT RESISTANT AND COMPLY W /ALL DADE COUNTY IMPACT AND WIND CYCLING TESTING REQUIREMENTS CONTRACTOR TO PROVIDE CERTIFICATE OF COMPLIANCE (TYP.) — EXISTING GUEST SUITE ROOF BEARING ELEV. = 11' -5" A.F.F. '' 1 _6 ALL WINDOWS TO HAVE 1 x P.T, WD EX.O.H. BUCKS ANCHORED TO CONC W/ .188 x 3 1/4" TAPCONS -' 24" O,C,— EXISTING T.O. 2ND FLR FINISH -------------------- ELEV. = 9' -5" A.F.F. ALUM. DECORATIVE RAIL W/ E.S.P. POWDER COAT FINISH (COLOR BLACK) - TOP OF RAIL MIN, 36- W/ VERTICAL PICKETS SPACED TO BLOCK PASSAGE OF 4" SPHERE. (BOTTOM RAIL MAX. 2" A.F.F. -TYP.) - PROVIDE SHOP DRAWINGS FOR STYLE, SIZES AND DESIGN SAFETY / SAMPLE. BY "SOUTH FLORIDA ALUMINUM" OR EQUAL. (MATCH EXISTING HOUSE) (NOTE: ALL EXT. RAILINGS SHALL COMPLY W/ F.B.G. 2001 EDITION). EXISTING T.O. 1St FLR FINISH ELEV. = 0' -0" A.F.F. (FOR REFERENCE ONLY) "PGT" ALUM. SLIDING GLASS DOORS TO BE IMPACT RESISTANT AND COMPLY W/ ALL DADE COUNTY IMPACT AND WIND CYCLING TESTING REQUIREMENTS. CONTRACTOR TO PROVIDE CERTIFICATE OF COMPLIANCE (TYP.) - VERIFY W/ OWNER - SEE DOOR SCHEDULE). -PGT" ALUM. SLIDING GLASS DOORS TO BE IMPACT RESISTANT AND COMPLY W/ ALL DADE COUNTY IMPACT AND WIND CYCLING TESTING REQUIREMENTS. CONTRACTOR TO PROVIDE CERTIFICATE OF COMPLIANCE (TYP.) - VERIFY W/ OWNER - SEE DOOR SCHEDULE). PROPOSED EAST ELEVATION SCALE :1/4" =1' -0" SEE STRUCT. DU1G'S. FOR ADDITIONAL INFORMATION (ZONE 5 IS 3' FROM ANY CORNER) l,. Archftwt, Planner AA -2=2W = 205 George Bush Blvd. Delray Beach, Florida 33444 TEL: 561-276-6011 FAX: 561 - 276 -6129 CONSTRUCTION MILLER RESIDENCE RENOVATION APPROVE, I1 SET r. �uq, wiB4 LIGHT FIXTURES OTHOMAS LIGHTING 051-9210-8 ALL LIGHTING TO BE APPROVED BY OWNER /ARCHITECT (FOR PRICING PURPOSES ONLY) PAINT LEGEND 960 EMERALD ROW GULFSTREAM, FL. CLIENT APPROVAL REVISIONS AREVISED .01.18.11 AS PER TOWN COMMENTS: ADDED WINDOW DIVIDERS 4 GLASS AREA CALCULATIONS. THIS DRAWING IS NOT FOR CONSTRUCTION, IT HAS BEEN ISSUED FOR GOVERNMENTAL REVIEW AND /OR PRELIMINARY PRICING ONLY. FILE NUMBER 314A302 DRAWING TITLE s ALL SURFACES TO BE CLEANED 4 PROPOSE D PRIMED AS PER BENJAMIN MOORE. - - - - `„ P -I ADOBE BEIGE AC -1 (UPPER MAIN EXTERIOR BODY MATCH MAIN HOUSE) P -2 SANDSTONE STANDING SAM -METAL ROOF) (COL OR fr ELEVATION S TO MATCH MAIN HOSE) P -3 BRILLIANT WHITE (ACCENT BANDING, WINDOWS, DOORS d TRIM). DATE DRAWN BY P_q JET BLACK (RAILINGS, 7.13.11 I GE /MJ DECORATIVE WINDOW BARS) P -5 NOT USED JOB NUMBER 20110314 P -6 ADOBE BEIGE AC -1 (PERIMETER BASE OF BLDG.) Ott- A.IRAWING NUMBER A. NOTE: ALL COLORS ARE FOR PRICING PURPOSES ONLY, CONTRACTOR TO PROVIDE SAMPLES FOR OWNER APPROVAL. !'. A3.02