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HomeMy Public PortalAbout009-10 Large Plan1� 545 Erneral Row Proeooed View Q. CV R� Lu 0 Z LLJ s— q) /'� 845 Emenal Row Frotqo5pd Apri;al View I OL Aft �111 I= PAUL H. EACH A2 00'10442 ISSUE BY DATE Lu cw*A Go mr vW* Be 92 Vw � Z 2 WO m9v G= Fn 2 Lu 0 U) ca LCD O Lra U-0 WZ) C) t 3: W z W �A Z ? r lam :fie? z, u cc W : .1h Z 03 5� Z CA W M �111 I= PAUL H. 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NE 2 W a 871 - Delra3 1 "E AU r I.0 r a DIIVL� 1 :; KC ,V Lq —t +Q AL((L1E/!NrtIASf �rja t f )IrE - MktYAL�P�L a. I I'0 VA PA S'. I EVIi�� 1 k Arl'f 6! r* � _ i r r i r r r r n - r CLUB a LOCATION MAP N.T.S. TREE SYMBOLS = PONYTAIL PALM + = HIBISCUS TREE = {N = INDIGpPI nCf iAU { = ! = 1 a PQr- Fll DINT % r I.P. =IRON PIPE T , GULF TREAMr' I.R.& C, =IRON ROD &CAP WAY w �.... E RALD i 1r I..rF +ry. NARV W R r i D.E. = DRAINAGE EASEMENT D F = DRAINAGE FIELD L= LENGTH ..- WAL%� r r ..III MEAS- MEASURED N &TT =NAIL AND TIN TAB P.R.C.= POINT,OF REVERSE CURVE P.R.M. = PERMANENT REFERENCE MONUMENT s a- = WOOD FENCE Clubhouse - Delra3 1 "E AU r I.0 r a DIIVL� 1 :; KC ,V Lq —t +Q AL((L1E/!NrtIASf �rja t f )IrE - MktYAL�P�L a. I I'0 VA PA S'. I EVIi�� 1 k Arl'f 6! r* � _ i r r i r r r r n - r CLUB a LOCATION MAP N.T.S. TREE SYMBOLS = PONYTAIL PALM + = HIBISCUS TREE = CABBAGE PALM = BANYAN TREE { = ARECA PALM = COCONUT :k = ROBOLLENI POINT# 8 g0 12 13 17 18 19 20 21 22 23 24 • 40 •0 � 0 * =TOP & BOTTOM ELEVS. 100' R/W OM WOOD POSTS IN RETAINING WALL C A N A L FD.X —CUT /1.4' CONC. SEAWALL CAPPED 0.90'SOUTH 1-1 Apo O� ( ° WOOD DOCK 25.0' N 7 6-51'40 " W CHAIN LINK FENCE TYPICAL N CHAIN LINK FENCE TYPICAL 0.0' 140.00' SITE BENCHMARK #2 FD. "P.K. "NAIL & P.O,B.(LESS —OUT) DISC, #6838 N.E.CORNER OF IN X —CUT LOT 61 ELEV.= 5.11 5 -_ — E - -- � " -- ` 50.00' r- - - - -- 5 PORTION OF °O 2 po lopq LOT 61 $ GRADE BREAK--,,,_____ N ^O G6`' C0� - - - - - - +� -- ------------- ----- - - - - -- Q V-) 9.2 A >� 22 42, _ 41 $rot`' �� �D 4 (b W l! 5' In tK 0 13 23 11 20 �9Q >' #23 P 0 0 L �h �— 0 O 9.1 CP 0 9.83 `S�Q 1 5' g2 't Z 9.65 / i �O �� 9. 5 74 / 9.43 ? P� N 0 r `_ r ! QnQ� GARAGE O iG 1� �v I �`O TREE DESCR1PTlON - C..S�, n F�5' `` - �Pc� 0 10" CABBAGE PALM 12" CABBAGE PALM 36" BANYAN TREE CABBAGE PALM BANYAN TREE ARECA PLAM 8" PONYTAIL PALM 6" HIBISCUS 6" HIBISCUS 6" HIBISCUS 12" COCONUT TREE 6" ROBOLLENI 6" ROBOLLENI 6" ROBOLLENI SURVEY NOTES: 1.) Lands shown hereon were not abstracted by this office for easements and /or rights —of —way of record. 2.) Area of subject parcel = 14,000 square feet (0.3214 acres). 3.) Elevations shown hereon are based on N.G.V.D. 1929. a) Originating benchmark = Palm Beach County benchmark "Clubhouse ", elevation = 12.86'. b.) ,:�' = existing elevation (typical). 4.) No underground improvements located. 5.) All bearings and distances shown hereon are plat and measured unless otherwise rioted. 6.) This firms "Certificate of Authorization" number is "LB 6838 ". FD.5 /8 "I.R. & CAPS ( "O.S.O "o 0 0 FD.N. &W. P.I. (B.R.) 50' R/W N 76 °51'49 W,,208,08' \� EMERALD ROW .20 i P R��IE 0) r� #1 8.7 R:::--510 0 po L `46,6�, #� #g 6.9 34 00 moo"/ • #18 _9.2 A Q 9.2 �j Off. �0A 60 V FD.1 /2 "I.R. &CAP #6838 SITE BENCHMARK #1 RAILROAD SPIKE @ RADIUS POINT OF OF CUL —DE —SAC ELEV. =6.70 I REVISIONS I LEGEND B.R. = BEARING REFERENCE CALC. = CALCULATED ELEV. = ELEVATION N.G.V.D.= NATIONAL GEODETIC VERTICAL DATUM P.1, =POINT OF INTERSECTION C.8 'S = CONCRETE BLOCK STRUCTURE F.F. = FINISH FLOOR FD.= FOUND O.R.B.= OFFICAL RECORD BOOK R= RADIUS r�= CENTERLINE I.P. =IRON PIPE P.B. = PLAT BOOK R /W= RIGHT OF WAY C. M. CONCRETE MONUMENT I.R.& C, =IRON ROD &CAP P.C. = POINT OF CURVATURE S.S. &W. =SHIP SPIKE AND WASHER CONC. = CONCRETE LABELED "M,L.S.INC.". # 6838 P.C.C.. = POINT OF COMPOUND CURVATURE P.O.B.= POINT OF BEGINNING S /T= CENTRAL ANGLE D.E. = DRAINAGE EASEMENT D F = DRAINAGE FIELD L= LENGTH P.O.C. = POINT OF COMMENCEMENT -X -X = CHAIN LINK FENCE -E- - = AERIAL UTILITY EASEMENT MEAS- MEASURED N &TT =NAIL AND TIN TAB P.R.C.= POINT,OF REVERSE CURVE P.R.M. = PERMANENT REFERENCE MONUMENT s a- = WOOD FENCE EASE. = EASEMENT DFSC_= DFSCRiPTilMI N &W =NAIL & WASHER I = CONC. FLATWOP,K FD. 1 12 "I.R. &CAP #6838 - -- - '*RECEIVED* Certified To- Robert H. Dudley and Christine M. Shim - Dudley Property Address : 945 Emerald Row, Gulfstream, FL T Flood Zone : A5 (EI 7)(FIRM 125109 0001D 9- 30 -82) Tow"I Of i.� �_ , FL Description: Lot 61, PLACE AU SOLEIL, according to the Plat thereof recorded in Plat Book 27, Pa e 69 the Public Records of Palm Beach, Florida, LESS a portion thereof, described as follows: of That part of Lot 61, as shown on the Plat of "PLACE AU SOLEIL" recorded in Plat Book 27, on Page 69, Palm Beach County Public Records, being described as follows: Begin at the Northeast corner of said Lot 61; thence run West along the North line of said Lot 61 a distance of 50 feet; thence Southerly at right angles to the preceding course a distance of 58.33 feet, more or less, to a point in the line between Lots 60 and 61 of said PLACE AU SOLEIL; thence Northeasterly along said line a distance of 76.83 feet, more or less, to the point of beginning. Jt�HLC 1 " = 20' DRAWING D.M.E. FIELD M. M. DATE 09/08/2008 UUUNDAR`! SURVEY This survey is invalid without embossed °urveyor-'s seal and /or an authenticated AlectroniQ signature and cuthenticated ,electronic seoi. Reg' teyei I-and Surveyor, Florida Certificate No. MICHAEL J. MILLER #4034 MILLER LAND SURVEYING REFERENCES BB 17 -69 1121 LAKE AVE. JOB NO. Y080511 LAKE WORTH, FLORIDA 33460 O 561 -586 -2669 i s�IYS millersurveying.corn M -2910 N m e-= U U !1C v N W LU m PAUL BAGFf AR OO'1 2 1AX .xainc*c« new .+oHa<.�.yn,v .wo•o:+n .o�v -J.a n..o e ,vm,our .�rn.rrrFN Ponv v°�nr+ov,we wrt.'a�nxecnx or n,e i��n��.�rncc DRAWINGEDf[ION ISSUE BY DATE DMWNB jNvUtzANCF_ NOTE COVER SHEET At�f�LiCABL� COI�Ev DUDLEY RESIDENCE NEW CU5TOM HOME Work shall not commence on this project until the Prime Contractor shall procure and maintain Comprehensive General Liability Insurance including contractual and FLORIDA BUILDING CODES 2007 Indemnification liability covering this Project and Products Completed Operations OCCUPANCY: Liability Insurance covering personal injury and bodily injury in limits of not less than GROUP R3 (SINGLE FAMILY, PERMANENT RESIDENTS) $1,000,000 for injury or death to arty one person and not less than $2,000,000 each occurrence. and shall carry insurance against property damage in limits of not less ZONING: than $1,000,000 per claimant and $2,000,000 per occurrence as a minimum R5 (RESIDENTIAL SINGLE FAMILY LOW /MEDIUM DENSITY) 945 EMEKALP 334 83 ROW., coverage and similarly secure Certificates aP Insurance from all independent sub - contractors, their sub - sub - contractors, equipment suppliers, material suppliers, courier and delivery men. The Prime Contractor and aforementioned sub - contractors CONSTRUCTION TYPE: and workers will be required to provide a Certificate of Insurance indicating that V UNPROTECTED (FBC 601, 602) Workers' Compensation has been provided for all employees in compliance with Chapter 440, Florida Statutes. The Contractor shall carry at no additional expense to the - M w- r Owner, Builders' Risk Insurance for the perils of fire, vandalism, malicious mischief and A813REVIAT[ONS _ rr � ,L ..�°'� �•� , K ;r, ry ��� �,�- ���� .�- �9� r r� � �:: those included in extended coverage in the amount of one hundred per cent (TOO %) of ^� ° z��f�• a • the values at risk. Such policies shall be written to protect the Contractor and the > rt Owner as their Interest may appear. The Prime. Contractor shall bind all 'n su r I aforementioned b- contractors and workers any and all contracts relative hereto ACOUS. ACOUSTICAL GA. GAUGE Q.T. QUARRY TILE M_ ' �= �:� � � r ¢ to defend, save and hold harmless the Owner, the Architect Corporation BE Design ADJ. ADJUSTABLE GALV. GALVANIZED R K15ER, RADIUS � -. - � - - - : >.. " Associates, Inc. and the qualifying Architect Paul H. Bach, from any cause, action or incident arising out of the execution and of all the work by third A.I.P. ARCHITECTURAL INTERIOR DRAWINGS GL, GRA55 GR. GRADE RAD. RADIUS t •�� ��� s r ' , h' * �y' x r� a < performance parties and the Prime Contractor, sub - contractors and independent contractors shall ay for GYPSUM REINF. REINFORCE • �.. .. " � -, r -s .�:.. _ �. .� � , .;. ; • - _ _ . ,+ •-�"` - ,> �,,., � � :�. ,i -.� �� �. ��.., tom, G .�� �� Y ��•.�4 I e all such defense,. Insurance shall name the Owner, the Architect Corporation BE p AL. ALUMINUM GYP. REQ. REQUIRED i ,;. ,,.� f , �,� �" Desi n Associates Inc. and the ual in Architect Paul H. Bach as additional 9 q Ify 9 ' APPROX APPROXIMATE H.B. HOSE BIBB RM. ROOM _� _,r - �•. . _ _. ' $rya 7c-" c-a:�,y �:.qrh;, -' +.sa r � <��``. - "� . _ _ ..... a ,: _ ,: - .,..:. .:, � _ � `� �:� ,:� .::: - _;_:.. . • . �;`• t ,. �;,. ,. `�v .�, �- : `� _ k ��.` rt - max. * ur , :..mss , � .4' sue• z ..fig �' ' °,�� insured. The Prime Contractor sub - contractors and all independent sub- ntra rs , Ca G'CO p BD BOARD H .0 . HOLLOW CORE R.O. ROUGH OPENING .�._ , ,,. ._. r.. .,,...,�.w., ., -.,�,: , , ,s _ � � � F .. . -F.. 4, _ FL . s .. : ... . ?... . tr +. � .. .. .a ,.,.. q . - v =< - • ' t . . � , �,< KL%'.�a •�' and workman shall maintain automobile liability insurance against bodily Injury and BLDG. BUILDING HDWD. HARDWOOD RWD REDWOOD � . F. ,,� z _ _ �,wk -� ; f , _ . • ,- ,�- _ _ ; �, �r�. � r`° _ '. � i� � , •.�� �T _ i ��. � property damage In at feast the amounts of one million dollars ($1,000,000) per BLK BLOCK HDVJE. HARDWARE R.W.L. RAIN WATER LEADER t x y � � claimant and one million dollars $1,000,000 per occurrence. The policies of all BLKG. BLOCKING HGT. HEIGHT Insurance in force, shall be issued by companies qualified to do business In the State BEAM H.M. HOLLOW METAL S.C. SOLID CORE - X �-� ": ` "'`: K.<�< "• • : of Florida and be acceptable to the Owner. Any altered amounts (increased or DOT. DO BOTTOM HORIZ HORIZONTAL SCHED. SCHEDULE 5HT. SHEET � = ='� „�'. decreased) of insurance shall be submitted and approved by the Owner prior to the CAB. CABINET I.D. IN51DE DIAMETER SIM. SIMILAR commencement of Work. CEM. CEMENT INCAND. INCANDESCENT 5Q. SQUARE CER. C.I. CERAMIC` CAST IRON INSUL INSULATION SST. 5TAWLE55 STEELw 5TO. STANDARD 4 �- Y I C l N I TY M A INT. INTERIOR CLR. CLEAR��h 5TL STEEL ; - COL. COLUMN JAN. JANITOR STOR. STORAGE >� M CONC. CONCRETE JT. JOINT 5TRUCT. STRUCTURAL CONN. CONNECTION 5U5P. SUSPENDED r CONT. CONTINUOUS LAM. LAMINATE SYM. SYMMETRICAL CT5K. COUNTERSUNK LAV. LAVATORY. DECOR. DECORATIVE LOC. LOCATION T. TREAD PET. DETAIL MAX MAXIMUM T.C. TOP OF CURB f D.F. DOUGLAS FIR MECH. MECHANICAL TEL. TELEPHONE VIA. DIAMETER MET. METAL T&' TONGUE AND GROOVE DIM. DIMENSION MFR MANUFACTURER THK. THICK DN. DOWN MIN. MINIMUM T.O.C. TOP OF CHIMNEY } D.5. DOWN SPOUT MISC. MISCELLANEOUS T.O.FR. TOP OF FRAMING r: DWG. DRAWING M.O. MA50NFY OPENING T.O.L TOP OF LEDGER T.O.P. TOP OF PLATE EA. EACH MTD. MOUNTED MUL. MULLION T,,PL. TOP OF PLATE mi Y EL. ELEVATION TYP• TYPICAL €. ELEC. ELECTRICAL N.I.C. NOT IN CONTRACT Ea EQUAL N.F.P.A. NA11ONAL FIRE UA.N. UNLE55 OTHERWISE EXH. EXHAUST PROTECTION NOTED a1; EXP. EXPANSION ASSOCIATION VERT• VERTICAL y EXT. EXTERIOR N.T.S. NOT TO SCALE VEST. VESTIBULE EXIST. EXISTING V.G.D.F. VERTICAL GRAIN V. ELEV. ELEVATOR OA OVERALL W/ WITH 0155. OBSCURE ~ F.A.U. FORCE AIR UNIT O.C. ON CENTER W10 WITHOUT W.C. WATER CL05ET mss:. F.F. FINISH FLOOR O.D. OUTSIDE DIAMETER WD. WOOD " «; =. .:_ F.F.F. FROM FINISH FLOOR OFF. OFFICE WOW. WINDOW - F.H.C. FIRE H05E CABINET OPNG. OPENING W.H. WATER HEATER �_....•- .. •',., :,u : .:_ �.v � �:` -�- r � ';�� <_ ..:� _ ::�- _ FIN FIN15H OPP. OPPOSITE W.P. WATER PROOF .. FL FLOOR FLASH. FLASHING PI - PLATE W5CT. WAINSCOT WT. WEIGHT PLA5. PLASTER -, FLUOR. FLUORESCENT F.O.F. FACE OF FINISH PLYWV. PLYWOOD F.O.M. FACE 0 F MASONRY PK. PAIR •y. , ; \ PRCST. PRECAST F.O.S. Ff. FACE OF STUD FOOT/FEET P.T.D.F. PRE55URE TREATED r FTG. FOOTING DOUGLAS FIR PIN. PARTITION t .. . .. .. .. ,nt,•� �. ..... -a: . a.S",t�.t�: .,.. . . �. �, _ �r ,alr ARCHITECTURAL DRAWING INDEX G E N E fZ A L N O T E v SHEET No ID LAYOUT NAME 6. PROVIDE FIRE RESISTANT MATERIAL5 AND FIRE SEAL AS REQUIRED AT ALL 5. G.C. 15 KE5PON5113LE FOR ADEQUATE BRACING5 OF STRUCTURAL AND NON 6. A PERMANENT SIGN, WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER MECHANICAL 01 05.01 COYER 5HEET • SEE INDIVIDUAL PLANS OF EACH DISCIPLINE FOR FURTHER NOTES AND OPENINGS, JOINTS, PENETRATIONS OR GAPS ON FIRE RATED A55EMBLIE5. STRUCTURAL ELEMENTS DURING CONSTRUCTION. BUILDER SHALL PROVIDE A AND NEED FOR REINSPECT[ON AND TREATMENT CONTRACT RENEWAL, SHALL 1 PLUMBING AND HVAC CONTRACTOR SHALL VERIFY ALL LOCATIONS / 51ZE5 OR SPECS. 7. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. ANY DIMENSION NOT SAFE WORKING ENVIRONMENT AS WELL AS REQUIRED MEANS OF EGRESS BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR THEIR OUTLETS SUPPLIES AND CHASE AND SHALL BE RESPONSIBLE FOR 02 5P.O1 517E PLAN • BE DESIGN ASSOCIATES INC. IS THE DESIGNER OF THIS PROJECT AND WILL INDICATED ON DRAWINGS SHALL BE CONFIRMED WITH TH15 OFFICE PRIOR TO FOR ALL PERSONNEL ON THE PROJECT 517E AS REQUIRED BY ALL ELECTRICAL PANEL. COORDINATION OF THE SAME. BE CALLED "THIS OFFICE". THIS SET OF DOCUMENTS (DRAWINGS, TEXTS, SPECIFICATIONS, ETC) 15 PART OF THE CONTRACT DOCUMENTS FOR TH15 COMMENCEMENT OF ANY WORK. THE GENERAL CONTRACTOR SHALL VERIFY APPLICABLE CODES. DOORS AND WINDOWS 2. HVAC CONTRACTOR SHALL PROVIDE ALL NECESSARY DOCUMENTATION AND 03 A01 let FLOOR PLAN 04 A.02 2nd FLOOR &ROOF PLAN PROJECT AND TO THE BEST OF OUR KNOWLEDGE, BELIEVE AND ALL DIMENSIONS IN FIELD WITH SUB CONTRACTORS AND NOTIFY THIS OFFICE OF ANY DISCREPANCIES BETWEEN THE ACTUAL FIELD DIMENSIONS, SHOP CONCRETE 1. ALL EXTERIOR WINDOWS AND GLASS DOORS WILL HAVE AN APPROVED PRODUCT SPECIFICATIONS TO OBTAIN A BUILDING PERMIT AND COMPLETE SUCH WORK AS REQUIRED BY MECHANICAL LATEST EDITION BUILDING CODE PROFESSIONAL JUDGMENT, THE ARCHITECTURAL DESIGN OF THIS BUILDING DRAWINGS AND THESE DRAWINGS. WHERE THE CONTRACTOR ELECTS NOT TO 1. IF DISCREPANCY, STRUCTURAL ENGINEERING NOTES SUPERSEDE. SEE HURRICANE SHUTTER PROTECTION OR BE APPROVED HURRICANE WINDOWS AND THE SPECIFICATIONS. 15 IN COMPLIANCE WITH THE LATEST BUILDING CODE APPLICABLE. WE RESERVE THE RIGHT TO ORDER MINOR CHANGES TO THE WORK NOT VERIFY DIMENSIONS PRIOR TO COMMENCEMENT OF ANY WORK OR NOTIFY THE OWNER AND THIS OFFICE OF ANY DISCREPANCIES, THE GENERAL STRUCTURAL PLANS. 2. CONCRETE FIN15H SHALL BE LEVELED AND /OR PITCHED PROPERLY. FINISH OF AND DOORS. 2. EVERY BATHROOM DOOR LOCK SHALL BE IN COMPLIANCE WITH NFPA 101 -2I- 3. PLUMBING CONTRACTOR SHALL VERIFY CENTER LINE DIMENSIONS OF ALL FIXTURES THAT HAVE BEEN SPECIFIED BY OWNER OR THIS OFFICE, AND O6 A.04 FRONT &REAR ELEVATION INVOLVING ADJUSTMENT OF THE CONTRACT SUM OR THE EXTENSION OF THE CONTRACTOR WILL ASSUME ANY AND ALL LIABILITIES FOR ANY AND ALL ALL EXTERIOR SURFACE CONCRETE SHALL BE BROOM FINISH. 2.4.4, AND CLOSET DOOR LATCH PER NFPA 101 -21- 2.4.3. SHALL BE RESPONSIBLE FOR COORDINATION OF THE SAME, MAINTAIN 07 A.05 LEFT & RIGHT ELEVATION CONTRACT TIME, NOT INGON515TENT WITH THE OWNER'S PROGRAM OR THE CORRECTIONS, REPLACEMENTS, TIME AND LABOR TO MAKE -WORK IN 3. CONTRACTOR SHALL REVIEW IN COMPLETENESS ALL PRODUCT APPROVALS 3. NO DOUBLE TWO SIDED LOCKS ON ENTRANCE DOORS. MINIMUM PLUMBING BUILDING CODE CLEARANCES BETWEEN TOILET INTENT OF THE CON5TRUCTION5 DRAWINGS. ACCORDANCE TO CONTRACT DOCUMENTS. AND SHOP DRAWINGS OF ERRORS AND ADDRESS THEM, THEN SHALL 4. WINDOW AND DOOR BUCKS ARE CONSIDERED A5 FILLERS AND THE WINDOW FIXTURES AND ADJACENT WALL, CABINETRY AND /OR PLUMBING FIXTURE. • THE CONSTRUCTION OF THIS PROJECT AND ALL WORK PERFORMED UNDER 5. NO WORK SHALL BE PERFORMED OUTSIDE THE PROJECT LIMITS WITHOUT SUBMIT TO THIS OFFICE AND STRUCTURAL ENGINEER (IF APPLICABLE) PRIOR AND /OR DOOR SHALL BE SECURED TO THE STRUCTURE THROUGH THE BUCKS 4. PLUMBING CONTRACTOR SHALL COORDINATE ALL VERTICAL STACKS BE THIS CONTRACT, SHALL COMPLY WITH THE MOST RECENT EDITION OF THE PRIOR WRITTEN APPROVAL FROM THE BUILDING DEPARTMENT, OWNER TO START OF CONSTRUCTION FOR THEIR REVIEW AND COORDINATION, IF IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL AND L DIVERTED TO THE REAR OF ROOF RIDGE. SUCH VERTICAL STACKS SHALL BE D9 P.01 3D FRONT RENDERING BUILDING CODE, CITY LABOR LAWS, CITY ORDINANCES, CITY /COUNTY ZONING AND /OR THIS OFFICE WHERE APPLICABLE. SUCH SHOP DRAWINGS ARE NOT SUBMITTED AS MENTIONED, THE SPECIFICATIONS. PAINTED TO MATCH ROOFING COLOR. CODES, RULES AND REGULATIONS, AND ANY APPLICABLE CODES (WHICH 9. THE GENERAL CONTRACTOR SHALL: RESPONSIBILITY OF THE COORDINATION AND /OR ANY CORRECTIONS WHICH 5. GLASS IN DOORS AND /OR ADJACENT TO DOORS SHALL WE TEMPERED. 5. PROVIDE SHUT -OFF VALVES AT ALL BATHROOM5 AS REQUIRED BY LATEST 10 P.02 W REAR RENDERINGS MAY NOT BE SPECIFICALLY ADDRESSED ON THESE PLANS AND NOTE5) AT • PRIOR TO 5UBMIT BID, FAMILIARIZE HIMSELF AND HIS 5U5- MAY OCCUR ARE THE RE5PON5113ILITY OF THE CONTRACTOR. 6. CONTRACTOR SHALL PROVIDE FOR PERMIT ALL CODE REQUIRED PRODUCT BUILDING CODE APPROPRIATED SECTION. THE TIME OF PERMIT 5UBM15510N TO THE JURISDICTION OF WHICH IT IS CONTRACTORS WITH ALL EXISTING CONDITIONS AT THE 517E RELATIVE TO 4. THIS OFFICE AND THE STRUCTURAL ENGINEER ACCEPT NO RESPONSIBILITY APPROVALS FOR ALL EXTERIOR WINDOWS AND DOORS. 6. PROVIDE AIR CHAMBERS AT ALL FIXTURE BRANCHES. PROVIDE FIRE BEING CONSTRUCTED IN. THE GENERAL CONTRACTOR (G.C.) SHALL BE SCOPE OF WORK RELATING TO THIS PROJECT. MATERIALS HANDLING, FOR STRUCTURAL BEAM5, COLUMNS AND FOOTINGS UNTIL REVIEW OF THE 7. FRONT DOOR AND GARAGE DOOR SHALL MEET WIND PRE55URE5 IMPACT DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED 11 P,03 VICINITY RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS TO CARRY OUT THE STORAGE AND DELIVERY, WORKING SPACE AVAILABLE, SAFETY APPROVED DRAWINGS AND THE ENGINEERING SIGNED AND SEALED BY A TEST, WIND CYCLE TESTS, ETC. AS REQUIRED BY GOVERNING BUILDING CODE. A55EMBLIE5 IF ANY. WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS. PRECAUTIONS REQUIRED, AND ALL OTHER CONDITIONS NECESSARY TO THE STATE REGISTERED ENGINEER, HAS BEEN COMPLETED PRIOR TO THE START 5. ALL EXTERIOR DOORS A DOOR INTO GARAGE SHALL HAVE WEATHER 7. WATER CONSUMPTION IN PLUMBING FIXTURES SHALL COMPLY WITH TABLES • THE GENERAL CONTRACTOR AS MENTIONED HEREIN, DEFINED AS THE ENTITY MAKING OF AN ACCURATE AND COMPLETE PROJECT BID. NO INCREASE IN OF CONSTRUCTION. STRIPPING AND METAL THRESHOLD. GIVEN SY THE BUILDING CODE. TO WHICH HAS THE CONTRACTUAL AGREEMENT WITH THE OWNER FOR THE PROJECT COST WILL BE ALLOWED FOR FAILURE TO KNOW EXISTING SITE 9. THE SECOND MEANS OF EGRESS SHALL COMPLY WITH NFPA 101 -22 -2.2.3 8 ALL SHOWERS AND COMBINATIONS SHALL BE PROTECTED WITH FULL CONSTRUCTION OF THE PROJECT AND WHICH INCLUDES ANY AND ALL CONDITIONS. BLOCK WALLS AND PARTITIONS AND SHALL HAVE A CLEAR MINIMUM OPENING OF NOT LESS THAN 5.7 50-FT. L VALVE. ANTI -SCALD CONTROL VALVE. OTHER PARTIES CONTRACTUALLY OBLIGATED TO THE GENERAL CONTRACTOR . IN FLORIDA CALL "SUNSHINE STATE ONE CALL - PRIOR TO DIG AT 811 1. PROVIDE ACOUSTICAL CAULKING TOP, BOTTOM AND SIDES OF ALL INTERIOR (MIN. 20- W 124- H). THE BOTTOM OF THE WINDOW OPENING SHALL NOT BE 9. PROVIDE PROTECTION IN FRONT OF ALL EQUIPMENT (HVAC. WATER HEATER, TO COMPLETE THIS PROJECT. OR (800) 432 -4770 OR SUBMIT A REQUEST ONLINE AT STUD /GYPSUM BOARD WALLS. MORE THAN 44" OFF THE FLOOR. IF WINDOW SILL AT UPPER FLOORS IS LE55 WASHER, DRYER, ETC.) LOCATED IN GARAGE AT FLOOR LEVEL PER • WHEN OWNER IS MENTIONED, SHALL BE HIM AND /OR HIS AGENT. WWWCALLOUNOHINE.COM THEN WAIT FOR THE MARKS 2 BU51NE55 DAYS ( ) 2. PROVIDE 5/8- "TYPE X" DRYWALL AT ALL WALL AND CEILING A55EMBLIE5 IF THAN 36" ABOVE ADJACENT FLOOR, PROVIDE SAFE GUARD AT 42" ABOVE MECHANICAL CODE. GENERAL REQUIREMENTS AND PROTECT THE MARKS DURING CONSTRUCTION. NO OTHER THICK 15 SPECIFIED. 3. PROVIDE WATER RESISTANT GYPSUM BOARD ON ALL WET WALL FLOOR AS SPECIFIED IN BUILDING CODE (IN FLORIDA) 5ECTION1617.4.1 10. G.C. 15 RESPONSIBLE FOR THE PROPER INSTALLATIONS AND WEATHER 10. A/C UNITS MAY HAVE CONCRETE PADS OR OTHER APPROVED MATERIAL 1. AL BEFORE COMMENCEMENT OF ANY WORK IN THE SITE, THE GENERAL ACQUIRE ALL NECESSARY PRODUCT APPROVALS USED AND INSTALLED ON THIS PROJECT AS WELL AS ANY ADDITIONAL COUNTY AND APPLICATIONS. PROOFING. G.C. SHALL AVAIL HIMSELF OF THE INSTALLATION GUIDELINES, EXTENDING ABOVE ADJOINING GRAPE, OR SHALL BE SUSPENDED AT MIN. OF 6" ABOVE ADJOINING GRADE. CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS OF CAREFULLY STUDY AND COMPARE THE LOCAL JURISDICTION REQUIRING ADDITIONAL DATA, CALCULATIONS SIGNED 4. PROVIDE ALL NECESSARY P.T. WOOD BLOCKING AT ALL REQUIRED LOCATIONS MANUFACTURER SPECIFICATIONS AND ALL APPLICABLE CODES. SUBS DRAWING INDEX PROJECT. THE CONTRACTOR SHALL DOCUMENTS RELATIVE TO THE AND SEALED BY A STATE REGISTERED STRUCTURAL ENGINEER TO FOR ERECTION OF EQUIPMENT, SYSTEMS AND ACCESSORIES, IN CONTACT FIN1 HIES ELECTRICAL VARIOUS DRAWINGS AND OTHER CONTRACT CERTIFY APPLICATION OF SAID PRODUCT IN ACCORDANCE TO THE CODE WITH CONCRETE SURFACES. 1. ELECTRICAL CONTRACTOR SHALL VERIFY ALL LOCATIONS /SIZES OF THEIR 17 C -1 CIVIL PLAN PORTION OF THE WORK, AS WELL A5 ANY INFORMATION FURNISHED BY THE HAVING JURISDICTION. 5. VERIFY OPENINGS FOR PIPES AND DUCTS WITH ARCHITECTURAL, MEP AND 1. FLOOR AND BASE IN BATHROOMS SHALL BE OF IMPERVIOUS MATERIALS. OUTLETS, SUPPLIES AND CHASE AND SHALL BE RESPONSIBLE FOR OWNER OR THIS OFFICE. THE GENERAL CONTRACTOR SHALL TAKE FIELD • ASSEMBLE ALL REQUIRED GUARANTEES, WARRANTIES, AND STRUCTURAL PLANS. 2. ALL STEEL COLUMNS, PLATES AND STEEL ANGLES SHALL BE FACTORY COORDINATION OF THE SAME. 18 C -2 CIVIL PLAN DETAILS MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION MAINTENANCE CONTRACTS EXECUTED BY EACH OF THE RESPECTIVE 6, ALL HOLLOW METAL DOOR FRAMES ON BLOCK WALLS ARE TO BE GROUT PRIMED OR GALVANIZED; ALL EXPOSED STEEL SHALL BE PAINTED OR 2. ALL WIRE SIZES BASED ON COPPER. OF THE WORK AND SHALL OBSERVE ANY CONDITION AT THE SITE AFFECTING MANUFACTURERS, SUPPLIERS AND SUB - CONTRACTORS. ALL THIS FILLET. GALVANIZED PRIOR TO COVERING UP. 3. ALL BATHROOMS, GARAGE, UTILITY ROOM, KITCHEN COUNTER AND F_XTERIOR 19 L -1 LANDSCAPE PLAN IT. ALL THESE ACTS ARE FOR THE PURPOSE OF FACILITATING CONSTRUCTION INFORMATION SHALL BE SUBMITTED TO THIS OFFICE, OWNER AND ALL 7. DIMENSIONS TO METAL STUD PARTITIONS ARE TO THE FINISHED SURFACE 3. PROVIDE PAINT OF BEST QUALITY PROFESSIONAL LINE 3 -COAT SYSTEM W.r. RECEPTACLES SHALL HAVE G.F.I. CIRCUITS. BY THE CONTRACTOR AND ARE NOT FOR THE PURPOSE OF DISCOVERING TRAC RE NOT FOR PERTINENT PARTIES. (NOMINAL) AND INTERIOR DIMENSIONS TO CONCRETE OR MASONRY WALLS, (PRIMER AND 2 FINISH COATS) THROUGH OUT PROJECT. EXTERIOR WALL AND 4. ALL SERVICE WIRING SHALL BE COPPER. 'SURVEY ERRORS, OMISSIONS, AND / ISTENCIE'S- IN THE CONTRACT • PREPARE AND MAINTAIN THROUGHOUT THE LENGTH OF TIME IN ARE TO FINISHED FURRING SURFACE (1 %- FROM ROUGH SURFACE), UNLE55 TRIM PROVIDE 7 -YEAR PAINT MANUFACTURER SYSTEM FOR ALL EXTERIOR 5. ALL FEEDER WRING SHALL BE COPPER. DOCUMENTS; HOWEVER ANY ERRORS, OMISSIONS AND / OR CONSTRUCTION A FULL AND CURRENT SET OF ACCURATE "AS- BUILT° OTHERWISE NOTED. LOCATIONS. SUBMIT PROPOSED SYSTEM BY A PAINT APPLICATOR WITH 6. PROVIDE W.P. DISCONNECT AT ALL A/C COMPRESSORS, SPRINKLER PUMPS, INCONSISTENCIES FOUND BY THE GENERAL CONTRACTOR SHALL BE DRAWINGS. UPON COMPLETION OF THE PROJECT SUCH DRAWINGS WILL BE 5. PROVIDE 1x2 P.T. FIRE STOP HORIZONTAL AT CEILINGS AND WALL PROVEN EXPERIENCE WITH SIMILAR TYPE PROJECTS. SYSTEM TO BE POOL PUMPS AND ALL EXTERIOR EQUIPMENT. REPORTED PROMPTLY (PRIOR TO CONSTRUCTION) TO THIS OFFICE. PRESENTED TO THE OWNER AND TO THIS OFFICE (2 SET5 EACH) FOR INTERSECTIONS OR & O.C. VERTICAL MAX. AND ALL OTHER PER CODE SUBMITTED TO TH15 OFFICE FOR APPROVAL PRIOR TO BID. 7. WIRE AND BREAKER SIZING FOR ALL APPLIANCES AND EQUIPMENT SHALL BE 2. STANDARDS CITED HERE, IN THE CODES SPECIFICATIONS AND OTHER PERMANENT RECORD AND INFORMATION. LOCATIONS. 4. SEALANT SEAL ALL EXTERIOR JOINTS OF PROJECT (DOORS, WINDOWS, TRIM AS MANUFACTURERS NAME PLATE REQUIREMENTS AND IS RESPONSIBILITY STANDARDS NOTED AND CITED IN THESE DOCUMENTS AND PRODUCED BY 10. CONTRACTOR SHALL NOTIFY OWNER 72 HOURS PRIOR TO THE COMPLETION OF 9• PROVIDE SCREENED VENTS AT FLOOR LEVEL IN GARAGE, 60- PER CAR MIN. AND SIDING) WITH APPROPRIATED PA[NTABLE SILICONE SEALANT (DOW 756 OF THE SUB - CONTRACTOR TO VERIFY SUCH INFORMATION PRIOR TO THIS OFFICE, ARE HEREIN INCORPORATED A5 IF FULLY SET FORTH IN DOCUMENT. THESE NOTES PROVIDE SUPPLEMENTAL INFORMATION INTERIOR FRAMING 50 TO ALLOW FOR OWNER TO REVIEW FRAMING PRIOR TO BY DOW CORNING OR SIMILAR). PROVIDE MANUFACTURERS JOB SPECIFIC 20- PREP AND PRIME ALL SURFACES AS INSTALLATION OF ELECTRICAL ROUGH. IF SUCH REQUIREMENTS DIFFER FROM THE START OF THE ELECTRICAL AND MECHANICAL. WOOD AND PLASTIC YEAR WRITTEN WARRANTY. THE PROPOSED ELECTRICAL SCHEDULE, THE CONTRACTOR SHALL NOTIFY NECESSARY FOR THE APPLICATION OF THESE CODES, SPECIFICATIONS AND 11. CONTRACTOR SHALL HAVE ELECTRICAL AND MECHANICAL SUBCONTRACTORS 1. TRU5 5 MANUFACTURER SHALL 5UBMIT SHOP DRAWINGS. WHICH SHALL L RECOMMENDED BY 5FAANT MANUFACTURER. THIS OFFICE AND /OR ENGINEER OF THE DISCREPANCY PRIOR TO ELECTRICAL OTHER STANDARDS BY THE GENERAL CONTRACTOR AND EMPHASIZE TO INSTALL BOXES ONLY (NO WIRING OR DUCTS) FOR OWNER REVIEW. INCLUDE TRU55 PROFILES FRAMING PLAN AND CERTIFICATION BY A STATE 5. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, ROUGH. CERTAIN REQUIREMENTS OF THESE CODES, SPECIFICATIONS AND CONTRACTOR SHALL NOTIFY OWNER 24 HOURS IN ADVANCE- REGISTERED ENGINEER TO THIS OFFICE AND OWNER. TRUSS MANUFACTURER BALCONIES AND PORCHES, SHALL HAVE INTERMEDIATE RAILS OR g- ALL LIGHTING ABOVE TUB AND SHOWER SHALL BE WATERPROOF AND VAPOR STANDARDS - THESE NOTES SHALL NOT BE CONSTRUED BY ANYONE TO BE SHALL NOT START FABRICATION UNTIL REVIEW OF SUCH SHOP DRAWINGS BY ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE 4- OR PROOF. PROVIDE G.F.I.C- IF WITH IN 6- RADIUS OF TOP OF TUB. ALL - INCLUSIVE OF, OR TO REPLACE OR ALLEVIATE, IN WHOLE OR PART, ANY OF SITE WORK G.C., THIS OFFICE AND OWNER 15 ISSUED. TRU55 MANUFACTURER 15 MORE IN DIAMETER. 9. CLOSET LIGHTS 5HALL COMPLY WITH N.E.C. ARTICLE 410 -5. THE CODES, SPECIFICATIONS AND STANDARDS CITED HEREIN. THE GENERAL 1. CONTRACTOR SHALL CONFIRM SOIL BEARING CAPACITY PRIOR TO RESPONSIBLE FOR SUPPLYING THE TRUSS ENGINEERING INDICATING 6. DRYWALL TO BE MIN. LEVEL 4. G.G. SHALL GET WRITTEN PERMISSION BY CONTRACTOR SHALL BE KNOWLEDGEABLE OF. AND SHALL AVAIL HIMSELF TO COMMENCING WORK AND SHALL SUBMIT REPORT TO OWNER AND THIS GRAVITY LOADS AND UP -LIFT LOADS AND ENGINEERED TRU55 HARDWARE OWNER IF LESS. 51TE PLAN GENERAL NOTES THESE CODES SPECIFICATIONS AND OTHER STANDARDS AND APPLY THEM OFFICE_ CONTRACTOR SHALL PROVIDE COMPACTION FOR WALKWAYS, AND ANCHORAGE REQUIREMENTS FOR TRUSS TO TRUSS CONNECTIONS. 7. ALL FINISHED HEIGHTS (TOP OF DOOR/WINDOW5, CEILINGS, ETC.) ARE IN 1 THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR 3. TO THE WORK. THE GENERAL CONTRACTOR SHALL COORDINATE WORK REQUIRED BY THESE FLA- TWORK, DRIVEWAYS, ETC. A5 REQUIRED. "EXISTING" 2. THE TRUSS LAYOUT SHOWN IS SCHEMATIC IN NATURE HOWEVER. THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE REFERENCE TO THE FINISH FLOOR WHICH 151 '�" (NOMINAL) ON TOP OF THE SLAB OR CONCRETE FLOOR. WITHIN A/C ENCLOSURES, ALL CMU WALLS HAVE GENERAL LOCATION OF THE BUILDING, POOL, DRIVEWAYS, SITE FEATURES, THE BE RESPONSIBLE FOR VERIFYING BUILDING LOT p ! 9 '- O DOCUMENTS WITH ALL TRADES INCLUDING AND NOT LIMITED TO STRUCTURAL, 2. ALL INFORMATION ON THE DRAWINGS HAS BEEN OBTAINED BY THIS OFFICE FROM THE OWNER, SUCH "EXISTING- INFORMATION SHALL BE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL COMPLY WITH THE AN INTERIOR FURRING 1 S&- THICK (NOMINAL). ETC_ ONLY. G.G. SHALL FIT, LOT COVERAGE, EASEMENT LOCATIONS, SETBACKS AND 517E MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, LANDSCAPE AND OTHER DISCIPLINES. CONSIDERED AS SHOWN SCHEMATICALLY ONLY, AND SHALL BE FIELD FINAL TRUSS DESIGNERS LAYOUT. FURNISHING DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS OCCUR 4. THE GENERAL CONTRACTOR SHALL CONSTRUCT AND BE RESPONSIBLE FOR VERIFIED BY ALL CONTRACTORS TO SIZE, LOCATION, MATERIAL AND CURRENT 3. THE FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND /OR SAMPLES FOR TH15 OFFICE SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING AND THE BUILDING HEREIN, THE CONTRACT DOCUMENTS DESIGNED BY THIS ( 3. CONDITION. ALL AREAS ADJACENT TO WORK, WHICH HAVE BEEN ALTERED AND /OR THE ENGINEER OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND OWNERS REVIEW FOR ALL OR ANY CABINETRY, BUILT -INS, TRIM, DOORS, CONSTRUCTION. 2. VERIFY CONNECTION /LOCATION OF UNDERGROUND TELEPHONE, ELECTRICAL, OFFICE) IN ACCORDANCE TO ALL GOVERNING CODES REGULATIONS, CITIES, DAMAGED, SHALL BE REPAIRED TO MATCH EXISTING AND /OR FIN15H OF NEW AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. WINDOWS, MATERIALS, CUSTOM FEATURES, ETC. THAT ARE SHOWN ON CABLE TV, ETC. SERVICE ENTRANCE WITH LOCAL AGENCY. THE LOCATION OF Y t f SHADOW DENOTES NOT INCLUDED IN THIS SUBMITTAL MUNICIPALITIES AND BUILDING OFFICIALS HAVING JURI5DICTION ON TH15 WORK• 4. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE DRAWINGS. ALL INTERIOR WINDOWS, DOORS AND OPENINGS SHALL BE EXISTING UTILITIES AND STRUCTURES SHOWN ON THE CONSTRUCTION x x SITE. THE CONTRACTOR SHALL COORDINATE WORK WITH EACH APPROPRIATE TRADE DISCIPLINE TO ASSURE NO CONFLICT OR DIVISION OF ANY REQUIRED 4. ALL DEMOLITION AND REMOVAL OF EXISTING UTILITIES, STRUCTURES, TREATED WITH A WOOD PRESERVATIVE TREATMENT NOT HAVING C.C.A. (CHROMATED COPPER AR5ENATE). BUT AN ALTERNATE TREATMENT CASED WITH WOOD TRIM. 2. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATH TUB OR 5HOWER DOCUMENTS ARE ONLY. THE G.C. 15 RESPON516LE FOR VERfi -1'lNG THEM. BID SETS AND CONSTRUCTION DOGS SHALL BE PROVIDED BY THE OR SPECIFIED COMPONENT FOR A COMPLETE AND FUNCTIONAL PROJECT. PLANTING MATERIALS, ETC., SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL GOVERNING AUTHORITIES. APPROVED BY THE EPA (ENVIRONMENTAL PROTECTION AGENCY) FOR THIS SHALL BE SAFETY GLAZING THAT ARE LE55 THAN 60- ABOVE THE FLOOR OF THE EXISTENCE AND ACTUAL LOCATION OF D ACTT. 3. A/C AND OR POOL EQUIPMENT TO BE INSTALLED WITH MIN. CLEARANCE FROM CONTRACTOR OR OWNER, NOT THE ARCHITECT. THE CONTRACTOR 15 5. THE G.G. 15 RESPONSIBLE TO A55URE THAT ALL MATERIALS SHALL BE NEW, PURPOSE. THE TUB OR SHOWER. EACH OTHER AND FROM BUILDING EDGE WELL MAINTAINING MIN. RESPONSTBLE FOR OBTAINING AND D15TRTBUTING CURRENT OF QUALITY SPECIFIED, DELIVERY ON TIME AND AMPLE QUANTITY TO PREVENT DELAY OF WORK AND SHALL INSTALL ALL MATERIALS ACCORDING TO 5. ALL WOOD AND LUMBER SHALL BE FIRE RETARDANT TREATED AS PER 3. CONTRACTOR SHALL COORDINATE ALL KITCHEN APPLIANCES, BATH FIXTURES, ACCESSORIES, ETC. WITH OWNER AND /OR THIS OFFICE. . A PR CLEARANCE FROM PROPERTY SET BACKS. ALL AS PRESCRIBED BY DRAWINGS TO ALL SU15CONTRACTOR5 AND VENDORS. MANUFACTURER'S RECOMMENDED SPECIFICATIONS. REQUIREMENTS OF ALL APPLICABLE CODES. 4. G.C. SHALL PROVIDE PROPER BACKING FOR WALL CABINET5. APPLICABLE CODES. PAUL BAGFf AR OO'1 2 1AX .xainc*c« new .+oHa<.�.yn,v .wo•o:+n .o�v -J.a n..o e ,vm,our .�rn.rrrFN Ponv v°�nr+ov,we wrt.'a�nxecnx or n,e i��n��.�rncc DRAWINGEDf[ION ISSUE BY DATE DMWNB E.B. - C.P. COVER SHEET wD 811.DUD DRAWINGEDf[ION 811.13IM 21.p1n DATE 10/1/2009 DMWNB E.B. - C.P. COVER SHEET N i v v Q 0 v Q s m W 0 Z Z w m i L Q� N 0 FLOOR AREA CALCULATION & FAR TOWN OF GULF STREAM 51TE DATA TABLE RPRM/O�ON R •R @8 @Nr -- @P a OR005 LOT AREA 14,000.00 SgFt Code Actual Code EFFECTIVE LOT AREA 14,000.00 5 Ft FAR CALCULATION5 EX15TING DEMO NEW NET let FLOOR LIVING 2,626.14 SgFt 2,626.14 SgFt 1,959.21 Sq t 1,959.21 Sq,Ft CEILING OVER 15' (double) ENTERTAIMENT OUTDOOR (a) 347.78 eq, ft 347.78 sq, ft 2nd FLOOR LIVING 1,496.40 5 Ft 1,496.40 5 Ft 1,640.22 5 Ft 1,640.22 5 Ft let FLOOR COVERED (porches, overhangs > 2.5') 489.09 5q,Ft 489.09 5cfft 369.28 5gFt 369.28 Sq,Ft 2nd FLOOR COVERED 134.67 5 Ft 134.67 5 Ft AWNINGS > 3' &SCREEN ENCLOSURES (9 50 %) 230.72 Sc�Ft 230.72 SgFt GARAGE 383.00 5 Ft 383.00 5 Ft 516.00 5 Ft 516.00 5 Ft GRO05 FLOOR AREA 4,994.66 5 Ft 4,994.665 Ft 4,850.72 5 Ft 4,850.72 5 Ft OUT BUILDINGS N MAX. BUILD ING AREA 1,774.89 sq ft 62.4% ° 75 f� TOTAL FLOOR AREA PROP05ED TOTAL BUILDING AREA (A) 4,850.72 Sq,Ft FIR5T 20,000 x 0.33 4,620.00 5q,Ft COVERED AREA5 (b) 15t FLOOR 15.97 eq, ft OVER 20,000 x 0.20 TOTAL ALLOWABLE FAR PER MANUAL 4,620.00 5gFt TOTAL HARD5CAFE AREA 4,191.00 5 Ft REQUIRED LAN1)5CAFE AREA (lot Size x 40 %) 5,600.00 SgFt ACTUAL LANDSCAPE AREA 6,964.51 5 Ft OPEN SPACE AREA 49.75% FLOOR AREA CALCULATION & FAR ROOF PROJECTIONS Ae per LRR Town of Gulf Stream Manua! Sec, 70-72 h RPRM/O�ON R •R @8 @Nr -- @P a 811.BIM 21.pin Actual Code Actual Code zz LIVING AREA 1,959.21 rq ft tritsac��fsla! €2c! o GARAGE 516.62 sq, ft t LL ENTERTAIMENT OUTDOOR (a) 347.78 eq, ft 347.78 sq, ft sos ENTRIE5 (a) 21.50 !gq ft 21.50 sq ft MAX. BUILDING AREA 2,645.11 sq,ft 100% 100% o LIVING AREA 1,640.22 eq ft t COVERED TERRACE (a) 113.17 eq ft 113.17 eq, ft COVERED BALCONY (a) 21.50 eq ft 21.50 sq, ft N MAX. BUILD ING AREA 1,774.89 sq ft 62.4% ° 75 f� t3silt; eca*n wv*,t TOTAL BUILDING AREA (A) 4,620.00 sq,ft COVERED AREA5 (b) 15t FLOOR 15.97 eq, ft COVERED AREA5 (b) 2nd FLOOR 214.75 sq, ft Cau1459f�"�tfl �iP COVERED TERRACE (b) 230.72 sq, ft ,� ti� � TOTAL BUILDING AREA (B) 4,850.72 sq,ft (A) Within the maximum permi55ible FAR but • (a) • 2(b) 503.95 eq, ft 600.00 set ft (B) Over the maximum permie5ible FAR (b) • 300 5gft 230.72 sq ft 251.97 sq, ft LOT 51ZE 14,000.00 sq ft MAX. FAR LOT 51ZE x.33 4,620.00 eq ft 4,620.00 eq ft LOCATION NOT TO SCALE LOT (g W EEEE ROW ° ER SITEFLAN SCALE: 1" co CO C ING 900 gal 5EPTIC TANK ALL 3E REPLACED (SEE CIVIL DRAWINGS FOR CALCULATION AND NEW REPLACE EXISTING 4" SEWER LINE BY PLUMBER. NEW 625 5Q.FT. DRAINFIELD. f r.- 0 5' 10' 20' NEW CUSTOM SINGLE HOME 1 CURRENT Use OF PROPERTY: SINGLE FAM ILY RESIDENCE EXISTING ZONING: R5 RE51DENTIAL ✓ERIFY ELEVATIONO LIvTEC7 ON THESE PLANS WITH THOSE FROM OURYEYOR ANP CIVIL ENGINEERS' PLANS. -"6 E LucOt' FOR NEW SEPTIC Ti^ "F (b '•PPROVED SEPTIC ONTRACi-OR, FOCHD PERMIT R.EQUIREC) SEE CIVIL DRAWING:- FOR EXACT EXISTING 210 SF D?AJNFIELD & I ✓ITE GRACING GRADING SHALL BE ACCOMPLISHED IN ACCORDANCE KITH CHAPTER 33 OF THE FLORIDA BUILDING CODE. '\LL EXCAVATED MATERIAL RESULTING FROM GRADING SHALL 5E REMOVED FROM THE 51TE BY THE CONTRACTOR EXCEPT 50IL TO BE 5TOCKFILED FOR �ED15TRIDUTION ON 51TE AS DIRECTED. . LIMIT 51TE GRADING TO THE 5UILDING FAD AND SURROUNDING BUILDING ENVELOPE. ALL AC PAVING ,\ND CONCRETE SHALL SLOPE AWAY FROM THE 5UILDING TO PROVIDE F051TIVE DRAINAGE AWAY FROM I-HE BUILDING AT A MIN. SLOPE OF 1/8" PER FOOT FOR :�ONCRETE AND AC AND 1/4" FER FOOT FOR NATURAL 3011-5 FOR MINIMUM OF 5'0 ". APPREOO ,945 EMERALD ROW, TOWN OF GULFSTREAM, FLORIDA 33455 LEGAL PEOCRIPTION LOT 61, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT 1300K 27, PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, LESS A PORTION THEREOF, DESCRIBED AS FOLLOWS: THAT PART OF LOT 61, AS SHOWN ON THE PLAT OF "PLACE AU 50LEIL" RECORDED IN PLAT BOOK 27, ON PAGE 69, PALM BEACH COUNTY PUBLIC RECORD5, 13EING DESCRIBED AS FOLLOWS: 13EGIN THE NORTHESAT CORNER OF SAID LOT 61 (AP19TANCE OF 50 FEET; THENCE SOUTHERLY AT (RIGHT ANGLES TO THE PRECEDING COURSE A DISTANCE OF 515.33 FEET, MORE LESS, TO A POINT IN THE LINE 13ETWEEN LOTS 60 AND 61 OF SAID "PLACE AU SOLEIL "; THENCE NORTHEASTERLY ALONG SAID ;LINE A DISTANCE OF 76.53 FEET, MORE LESS, TO THE (POINT OF BEGINNING. FLOOC7 ZONE INFORMATION FLOOD ZONE: "A5" (El 7) (FIRM 125109 0001D 9- 30 -82) 009 -10 PAUL: H. L ACH A tZ O'� 4 <42 E 811. D U D RPRM/O�ON R •R @8 @Nr -- @P a 811.BIM 21.pin ISSUE BY DATE E.B. - C.P. SITE PLAN tritsac��fsla! €2c! t v sos kot*ttf% R-3 t Sf 3666 Ave t3silt; eca*n wv*,t - Cau1459f�"�tfl �iP ,� ti� � but be cme AN :b w ;< a a �1si 1M 3`Gi`+lmta lfN,L1t LOCATION NOT TO SCALE LOT (g W EEEE ROW ° ER SITEFLAN SCALE: 1" co CO C ING 900 gal 5EPTIC TANK ALL 3E REPLACED (SEE CIVIL DRAWINGS FOR CALCULATION AND NEW REPLACE EXISTING 4" SEWER LINE BY PLUMBER. NEW 625 5Q.FT. DRAINFIELD. f r.- 0 5' 10' 20' NEW CUSTOM SINGLE HOME 1 CURRENT Use OF PROPERTY: SINGLE FAM ILY RESIDENCE EXISTING ZONING: R5 RE51DENTIAL ✓ERIFY ELEVATIONO LIvTEC7 ON THESE PLANS WITH THOSE FROM OURYEYOR ANP CIVIL ENGINEERS' PLANS. -"6 E LucOt' FOR NEW SEPTIC Ti^ "F (b '•PPROVED SEPTIC ONTRACi-OR, FOCHD PERMIT R.EQUIREC) SEE CIVIL DRAWING:- FOR EXACT EXISTING 210 SF D?AJNFIELD & I ✓ITE GRACING GRADING SHALL BE ACCOMPLISHED IN ACCORDANCE KITH CHAPTER 33 OF THE FLORIDA BUILDING CODE. '\LL EXCAVATED MATERIAL RESULTING FROM GRADING SHALL 5E REMOVED FROM THE 51TE BY THE CONTRACTOR EXCEPT 50IL TO BE 5TOCKFILED FOR �ED15TRIDUTION ON 51TE AS DIRECTED. . LIMIT 51TE GRADING TO THE 5UILDING FAD AND SURROUNDING BUILDING ENVELOPE. ALL AC PAVING ,\ND CONCRETE SHALL SLOPE AWAY FROM THE 5UILDING TO PROVIDE F051TIVE DRAINAGE AWAY FROM I-HE BUILDING AT A MIN. SLOPE OF 1/8" PER FOOT FOR :�ONCRETE AND AC AND 1/4" FER FOOT FOR NATURAL 3011-5 FOR MINIMUM OF 5'0 ". APPREOO ,945 EMERALD ROW, TOWN OF GULFSTREAM, FLORIDA 33455 LEGAL PEOCRIPTION LOT 61, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT 1300K 27, PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, LESS A PORTION THEREOF, DESCRIBED AS FOLLOWS: THAT PART OF LOT 61, AS SHOWN ON THE PLAT OF "PLACE AU 50LEIL" RECORDED IN PLAT BOOK 27, ON PAGE 69, PALM BEACH COUNTY PUBLIC RECORD5, 13EING DESCRIBED AS FOLLOWS: 13EGIN THE NORTHESAT CORNER OF SAID LOT 61 (AP19TANCE OF 50 FEET; THENCE SOUTHERLY AT (RIGHT ANGLES TO THE PRECEDING COURSE A DISTANCE OF 515.33 FEET, MORE LESS, TO A POINT IN THE LINE 13ETWEEN LOTS 60 AND 61 OF SAID "PLACE AU SOLEIL "; THENCE NORTHEASTERLY ALONG SAID ;LINE A DISTANCE OF 76.53 FEET, MORE LESS, TO THE (POINT OF BEGINNING. FLOOC7 ZONE INFORMATION FLOOD ZONE: "A5" (El 7) (FIRM 125109 0001D 9- 30 -82) 009 -10 PAUL: H. L ACH A tZ O'� 4 <42 E 811. D U D RPRM/O�ON R •R @8 @Nr -- @P a 811.BIM 21.pin ISSUE BY DATE E.B. - C.P. SITE PLAN M CID M Lv co Vw o Z 5 w� WO�o W O Q F- w U) w � m� Lv U w U_ Ln J w z U- 0 z O 9` §§ mNpp� 40 Le rA ea go m 12 a 1� L w W O W F- � W W Z m W W Pool 4 JOB ID 811. D U D DRAWING EDITION 811.BIM 21.pin DATE 9/24/2009 DRAWN BY E.B. - C.P. SITE PLAN N m » U v nl� Q 0 0 V 4z m W J L11 Z w cp i a C� PLAN NOTES 1. ALL [3UILDING ELEMENTS USED IN THIS CONSTRUCTION SHALL COMPLY TO TABLE 601 OF FE5C, 2. CLASS II SAFETY GLAZING SHALL 5E PROVIDED AT THESE LOCATIONS PER F13C 1305.4/2411: a. WHIRLPOOLS, 5ATHTUBS, SHOWERS, SAUNAS, AND STEAM BATH DOORS, ENCLOSURES OR GLAZING WHICH OCCURS AT A SURROUNDING WALL THAT IS LESS THAN 60" ABOVE THE STANDING SURFACE. b. AREAS THAT EXCEED 9 SF, THE BOTT. EDGE OF GLAZING IS LESS THAN 15" AFF, TOP EDGE OF GLAZING IS GREATER THAN 36" AFF, OR THE WALKING SURFACE IS WITHIN 36" HOKIZ. OF GLAZING. c. A PROTECTIVE BAR MAY 13E INSTALLED ON THE ACCE55I5LE SIDE OF THE GLAZING IN LIEU OF THE SAFETY GLAZING. THE BAR MUST WITHSTAND A MIN. OF 50 PLF HORIZ. W/O TOUCHING THE GLASS. 1 1/2" IS THE MIN. THICKNESS OF THE OAR AND MUST 5E INSTALLED 34" - 38" AFF. d. GLAZING IN WALLS /FENCES SURROUNDING A POOL, _ SPA, OR HOT TUB WHERE 130TH THE 5OTT. EDGE OF GLAZING IS LESS THAN 60" ADV THE WALKING SURFACE AND LESS THAN 60" HORIZ. FROM THE WATER'S ADGE. e. AT SLIDING DOORS f. AT SWINGING DOORS EXCEPT JALOUSIE STYLE g. MIRRORS AND GLASS THAT HAS CONTINUOUS BACKING SUPPORT IS NOT DEEMED A HAZARDOUS LOCATION. 3. ALL FLOORING, BASEBOARDS AND 1 OTT. PLATES IN WET AREAS SHALL 5E OF IMPERVIOUS MATERIALS. 4. CEMENT BOARD SHALL 13E USED AT ALL WET AREAS - NO GREENBOARD. 5. CORK OR OTHER SOUND BARRIER SHALL BE USED UNDER ALL FLOORING MATERIALS, EXCEPT CARPETING, AT 2ND AND 3RD FLOORS. 6. IMPACT RESISTANCE DEVICES HAVING A VALID NOA SHALL 5E INSTALLED AT OPENINGS TO PROVIDE PROTECTION AGAINST STORMS. 7. CORNERS OF BUILDINGS OF MASONRY CONSTRUCTION SHALL BE CHECKED FOR TIE DOWNS. IF TIE DOWNS ARE NOT FOUND IN CORNERS, TESTING SHALL 5E PERFORMED TO LOCATE TIE DOWNS IN ALL WALLS. PROPER INSTALLATION OF TIE DOWNS SHALL 5E DONE AT 20 FOOT INTERVALS AND AT EACH CORNER EXCEPT THAT INTERIOR TIE DOWNS MAY BE PROVIDED IN EACH SIDE NOT LESS THAN 2 FEET ON EACH SIDE OF EACH CORNER. 7.1 TIE DOWN REFERS TO THE ANCHORAGE FROM THE FOUNDATION TO THE TIE BEAM AND SHALL PROVIDE THE EQUIVALENT STRENGTH OF A VERTICAL #5 REINFORCING DAR PROPERLY ATTACHED TO THE FOUNDATION AND TIE BEAM ENCASED IN CONCRETE OR MORTAR AND LAPPED A MINIMUM OF 30 INCHES OR OTHERWISE SPLICED IN A MANNER WHICH WILL DEVELOP THE FULL STRENGTH OF THE 5AR. 7.2 ALTERNATE METHODS OF PROVIDING ANCHORAGE OF EQUIVALENT STRENGTH TO THAT DESCRIBED IN 2.1 MAY DE USED WHERE DESIGN CALCULATIONS WHICH ADMIT RATIONAL ANALYSIS ARE SUBMITTED 5Y A REGISTERED ENGINEER PROFICIENT IN STRUCTURAL DESIGN. 5. ROOF ANCHORAGE SHALL 5E CHECKED AT ALL WALLS WHERE THE ADDITIONS CONNECTS TO THE ORIGINAL DUILDING. IF MAJOR DEFICIENCIES ARE FOUND AND THE ANCHORAGE DOES NOT COMPLY WITH THE MINIMUM REQUIREMENTS OF THE CODE, THE ROOF ANCHORAGE SHALL BE CHECKED FOR ALL THE EXISTING ROOF. MINIMUM ANCHORAGE SHALL 5E PROVIDED TO EACH MEMBER BEARING ON THE EXTERIOR WALLS. 9. PERMANENT ROOF BRACING SHALL 5E PROVIDED AT ALL GABLE ENDS. 10. G.F.C.I. OUTLETS SHALL BE INSTALLED WHERE REQUIRED 5Y THE CODE. 11. SMOKE DETECTORS SHALL 5E INSTALLED WHERE REQUIRED BY THE CODE. � � I I I DRAWINGEDITION I I[� I I U DATE O INCLUDE5 48" GRILL & 51DE BURNER, VERIFY MODELS, DIMENSIONS AND � - - STAIR DES�IT _ _ _ I I I I IN517ALLATION IN5TALLATION CUTOUT5 W /A.I,D., CONTRACTOR & MANUFACTURER SPECS. VERIFY ELECTRICAL W /ELECTRIC ENGINEER, a 10 221 Cm 6.955" 197 C� 10.5" I / c� i 5 / 164" 8'- / / / / II I $ I! ----- - - - - -- - - - -- I I i i i I I - I i BEPROOM 1? 0 I -I' 2 I! D -109 1 ACCU #1 ACCU #2 GROUND FLOOR O �;►1 Ij 4, 3' � I I I DRAWINGEDITION I I[� I I BY DATE O INCLUDE5 48" GRILL & 51DE BURNER, VERIFY MODELS, DIMENSIONS AND � - - STAIR DES�IT _ _ _ I I I I IN517ALLATION IN5TALLATION CUTOUT5 W /A.I,D., CONTRACTOR & MANUFACTURER SPECS. VERIFY ELECTRICAL W /ELECTRIC ENGINEER, a 10 221 Cm 6.955" 197 C� 10.5" I W 2 I ! .I- ( ® CUSTOM DE51GN BUILT -IN BOOKS 5HELVE5, VERIFY W /INTERIOR DESIGN, � - -- QED I DY I I ^ 2 IZ I W ' I iI I OWNW i / 164" 8'- / / / / II I $ I! ----- - - - - -- - - - -- I I i i i I I - I i BEPROOM 1? 0 I -I' 2 I! D -109 1 ACCU #1 ACCU #2 GROUND FLOOR O �;►1 Ij 4, 3' SCALE: 1/4" = 11 -011 1 2' 4' 5' -2v91 � I i I I i I j I I I I I I tV I N i I j I 08 I I I I 1 L U o / o , LL, , O U I It II II II II ii ii II II 11 I I 11 11 11 /•, I}j -x-11 if 77 .. .. .. 11 i 1 EXT. ` SHOWER I \ I I II � � I 53' -4" FLOOR PLAN KEY NOTES 351-5" y'_6" ®1 DINGLE BOWL OINK W /D15P05AL, PROVIDE 5WITGH NEAR OINK. VERIFY MODEL AND DIMENSIONS W /OWNER AND CONTRACTOR. PROVIDE STUPOR VENT FOR 15LAND VENTING. �2 D151-105HER (PROVIDE M' WIDE x 26" DEEP MIN, CLEAR 5PACE) U�� 36 GAO RANGE W/ ELECTRIC CENTRIFUGAL VENTILATOR EXHAUOT VERIFY MODEL WI OWNER. HOOD // ABOVE VERIFY MODEL W/ OWNER. 5NAKE EXHAUOT VENT OUT WALL 0 CEILING. I ® SINGLE 51NK W /DI5P05AL, PROVIDE SWITCH NEAR OINK, VERIFY MODEL AND DIMEN510N5 W /OWNER 1 = AND CONTRACTOR. PROVIDE 5TUDOR VENT FOR 15LANP VENTING. - - -- CV I I I i ®5 36 "WIDE REFRIGERATOR &FREEZER COUNTER DEPTH. VERIFY MODEL W /OWNER (PROVIDE MIN. _�- -- _ -) _ I -❑ _ -- _ _ I I I CLEARANCE 5PACE AND COLD WATER STUB OUT FOR MODEL SELECTED, j 11 if i 11 if i i i I I I UNDER COUNTER REFRIGERATOR, 5EE MANUFACTURER 5PECIFICATION5 FOR IN5TALLATION. I I II II II II II II II I II it I! I I W L " j l 11 _1111_11 11_.LL 11 i_ rr l 1_1! I I I I 1 T ®ISLAND WORK AREA W/ CUSTOM DESIGNED CABINETS, GRANITE COUNTERTOP AT 36 /42 AFF, VERIFY I I I f i I I u u I I 11 O TYPE AND FIN15H FROM A.I.D. 5HEET5 & FABRICATOR 5HOP DRAWING5. r U- -LI_ µ -. -17 TI- 17'71 -Tr 71 I 1 I I tl I- rh '7 II a II II I I I N 1+11 I i i i i I I I I y I I I I I j I I 1 = V9 HIGH AND LOW CUSTOM DESIGNED KITCHEN CABINET5 W /GRANITE COUNTERTOP AT 36" AFF, VERIFY I if if I I if if 1 I a I I I I 11 11 I I i TYPE AND FIN15H W /OWNER, A.I.D. 5HEET5 & FABRICATOR 5HOP DRAWINGS, I II 11 II II II II II Ii 11 If II �I II - I I II II II II II II 11 II iT - 1I I I I 10 I I I I i i 1y -toy i 11 11 a 11 11 i I ( I MICROWAVE I CONVENTIONAL OVEN, VERIFY BRAND AND MODEL W /OWNER. j I II II II II II II II II II j I � I I I I I I I I u I I I I I I j j 11 u I I 11 I i I Qk - I I I© ©3 WOOD CUSTOM BUILT -IN PANTRY W/ ADJU5TABLE 5HELVE5.5EE A.I.D. & FABRICATOR 5HOP DRAWINGS. I II if II 11 II II II II 11 II 1 II 11 I - - - - - - "' °' Xt 11 11 LL 1F 11 J I L I I I I I D -1o2 - WASHER/DRYER / 5 NG AC 0 5 0 rl- - I ( W I LE TIN HUT FF, VERIFY MODEL W /OWNER. (PROVIDE HOT AND COLD -T 7 O WATER HOOK -UP AND A MIN. CLEAR 5PACE FOR MODEL 5ELECTED). ENTEPTkMENT F / - - - - - �- - - - - - I = © LAUNDRY OINK W/ FAUCET, 5EE A.I.D, 5HEET5 & FABRICATOR SHOP DRAWING5. EXTERIOR 51NGLE UNDERCOUNTER OINK, VERIFY MODEL W /OWNER I 1 z I ® HIGH AND LOW CU5TOM DE5IGNED LAUNDRY CABINET5 W /GRANITE COUNTERTOP AT 36" AFF, VERIFY �� 40 - - - / 5' ( 3 TYPE AND FINISH W/ A.LD. 5HEET5 &FABRICATOR SHOP DRAWING5, 4 I I F DRYER VENT UP THRU WALL STUDS, THEN THRU FLOOR SYSTEM TO OUTSIDE VERIFY EQUIPMENT & 5. d I I 5PECIFICATION W/ OWNER. / j {}.1 vZ1iF•F• \�� j I ®O CU5TOM CABINET AND VANITY TOP W/ INTEGRAL BOWL AND FULL HEIGHT MIRROR ABOVE CAB., CABINET v1o3 /o I 0 30" AFF, VERIFY TYPE AND FINISH W/ OWNER, A.I.D. 5HEET5 & FABRICATOR 5HOF DRAWING5. j 5ED1z00M I 21 ELONGATED ONE PIECE WATER CL05ET A5 PER A.I.D. 5HEET5. PROVIDE TOILET PAPER HOLDER AT WALL. - . N 2 ( 22 80gi GA5 WATER HEATER AND RECIRCULATING PUMP W /TIMER, 5EE MEP PLAN5. - - - -� - - - -- I'OWdE1Z j i i I 23 AIR HANDLER UNIT W/ INTERNAL D15CONNECT BY A/C CONTRACTOR. VERIFY MIN 5PACE REQUIRED FOR KITCHEN / DINING i i I _ V-411 A>� * I DUCTING FROM MECH. ENGINEER. (PROVIDE OVERFLOW DRAIN5 TO EXTERIOR) d - -- - -- - - - - -- - - - - -- - -- - -I- - - - - -- -- -I T i ® A/C CONDEN5OR UNIT W/ KAINTITE D15C. 5WITGH, BY A/C CONTRACTOR ON 6" CONCRETE 5LAB, ®5 TV AND BUILT -IN ENTERTAINMENT CENTER BY OTHERS, VERIFY W/ A.I.D. 1 -- -------- - - - -E - -1 z V9 W.I,C, CU5TOM DE51GNA5 PER A.LD., I I ♦.� �� n� F j O I 5 I ®0 5HOWER ENGLO5URE, DOOR AND GLA55 SHALL BE 5AFETY TEMPERED FRAMELE55 UNIT W/ I N I I CERAMIC TILE OR MARBLE TO FULL HT. (2'-4" WIDE GL. DR.), BUILT -IN 5HAMP00 SHELVING. PROVIDE i I I I I - - - - -- I 1/2" DUR -O -ROCK BACKING IN ALL WALLS, i I I - - - - - - I _ ®1 TILED SHOWER SEAT (18" HIGH, VERIFY W/ BLDR) LIVING ROOM T -Y I 32 PROVIDE 5OUND ATTENUATION IN5ULATION AT INTERIOR 5TUD WALL5 (TYP) e 3 SHAFTWALL FOR RECESSED ELECTRICAL PANELS 5EE ELECTRICAL PLAN5 . i � I � d !�' s,I a A 1200 I I _ ® ( ) j i I 8 j I ® ONE HOUR FIRE RATED GYP5UM WALL �I DW -i -_ i i _ - -- -- - -- - -- -� - -- -- III -2 - _ - - _ I_ ®BUILT IN WOOD LINEN CLOSET A5 PER A.I,D, T T I T I WIC 2 © CUSTOM DESIGNED EXTERIOR RAILING, SPAGED TO REJECT A 4' PIA. 5PHERE, PROVIDE 5HOP 3' DRAWING5, DE516N AND CONNECTION5 TO BE APPROVED BY OWNER & DE5I6NER. 16' -11" I 1'-�1 1T -9" _ 1' -8' v -1oa 1< I o I ®36 "HEAT & GLO GA5 FIREPLACE 60006 OR SIMILAR. VERIFY MODEL W OWNER; SFECIFICATION5 AND - - - - - -- - - - - - - - - - i N "' ' ' ` - - - -' I INSTALLATION W/ MANUFACTURER. VERIFY GAO LINE FEED OR ELECTRICAL CONNECTIONS W/ CONTRACTOR. M 8 NON- COMBU57FIBLE FIREPLACE MANTEL A5 PER OWNER. VERIFY DIMENOIONS AND INSTALLATION W/ I I I I 1 I j I - - -_ i MANUFACTURER AND CONTRACTOR. - - - - -- - - - - - - - - - - - ! I 40 EXTERIOR HIGH & LOW CUSTOM DESIGN CABINET5 36H, A.F.F. WEATHERPROOF MATERIAL. VERIFY I I W /A.I.D. AND CONTRACTOR. D -112 J I I W NOME NOME 2 AR GA G- I ■ ■II■■ ■ ■1 ■■�■■■i� ■■ME■■I N��N RO**,�ito l e! w O to J 1911 A J -- I- i = = -i i = =r�� -- 1- 1 - - -n -- rr-- rr - -Tr II it I II II II II II II I II II rl --1rt- -- rt - -r-r- I I I I Flo 11 I I I I i t I I I I 1d I I I I tt - --tt- rt--- ly --- 1 -1 -- hi I -- -rr. -- r- r--- 1_t--- I�--- I_i--- rr - -t-t- TT -- �-r - --I -t--- 1-1-- -I_i -- rl 5' -10" 9' -8" -214 \\\ a � I I I DRAWINGEDITION I I[� I I BY DATE •� INCLUDE5 48" GRILL & 51DE BURNER, VERIFY MODELS, DIMENSIONS AND I - STAIR DES�IT _ _ _ I I I I IN517ALLATION IN5TALLATION CUTOUT5 W /A.I,D., CONTRACTOR & MANUFACTURER SPECS. VERIFY ELECTRICAL W /ELECTRIC ENGINEER, a 10 221 Cm 6.955" 197 C� 10.5" I W 2 I .I- SCALE: 1/4" = 11 -011 1 2' 4' 5' -2v91 � I i I I i I j I I I I I I tV I N i I j I 08 I I I I 1 L U o / o , LL, , O U I It II II II II ii ii II II 11 I I 11 11 11 /•, I}j -x-11 if 77 .. .. .. 11 i 1 EXT. ` SHOWER I \ I I II � � I 53' -4" FLOOR PLAN KEY NOTES 351-5" y'_6" ®1 DINGLE BOWL OINK W /D15P05AL, PROVIDE 5WITGH NEAR OINK. VERIFY MODEL AND DIMENSIONS W /OWNER AND CONTRACTOR. PROVIDE STUPOR VENT FOR 15LAND VENTING. �2 D151-105HER (PROVIDE M' WIDE x 26" DEEP MIN, CLEAR 5PACE) U�� 36 GAO RANGE W/ ELECTRIC CENTRIFUGAL VENTILATOR EXHAUOT VERIFY MODEL WI OWNER. HOOD // ABOVE VERIFY MODEL W/ OWNER. 5NAKE EXHAUOT VENT OUT WALL 0 CEILING. I ® SINGLE 51NK W /DI5P05AL, PROVIDE SWITCH NEAR OINK, VERIFY MODEL AND DIMEN510N5 W /OWNER 1 = AND CONTRACTOR. PROVIDE 5TUDOR VENT FOR 15LANP VENTING. - - -- CV I I I i ®5 36 "WIDE REFRIGERATOR &FREEZER COUNTER DEPTH. VERIFY MODEL W /OWNER (PROVIDE MIN. _�- -- _ -) _ I -❑ _ -- _ _ I I I CLEARANCE 5PACE AND COLD WATER STUB OUT FOR MODEL SELECTED, j 11 if i 11 if i i i I I I UNDER COUNTER REFRIGERATOR, 5EE MANUFACTURER 5PECIFICATION5 FOR IN5TALLATION. I I II II II II II II II I II it I! I I W L " j l 11 _1111_11 11_.LL 11 i_ rr l 1_1! I I I I 1 T ®ISLAND WORK AREA W/ CUSTOM DESIGNED CABINETS, GRANITE COUNTERTOP AT 36 /42 AFF, VERIFY I I I f i I I u u I I 11 O TYPE AND FIN15H FROM A.I.D. 5HEET5 & FABRICATOR 5HOP DRAWING5. r U- -LI_ µ -. -17 TI- 17'71 -Tr 71 I 1 I I tl I- rh '7 II a II II I I I N 1+11 I i i i i I I I I y I I I I I j I I 1 = V9 HIGH AND LOW CUSTOM DESIGNED KITCHEN CABINET5 W /GRANITE COUNTERTOP AT 36" AFF, VERIFY I if if I I if if 1 I a I I I I 11 11 I I i TYPE AND FIN15H W /OWNER, A.I.D. 5HEET5 & FABRICATOR 5HOP DRAWINGS, I II 11 II II II II II Ii 11 If II �I II - I I II II II II II II 11 II iT - 1I I I I 10 I I I I i i 1y -toy i 11 11 a 11 11 i I ( I MICROWAVE I CONVENTIONAL OVEN, VERIFY BRAND AND MODEL W /OWNER. j I II II II II II II II II II j I � I I I I I I I I u I I I I I I j j 11 u I I 11 I i I Qk - I I I© ©3 WOOD CUSTOM BUILT -IN PANTRY W/ ADJU5TABLE 5HELVE5.5EE A.I.D. & FABRICATOR 5HOP DRAWINGS. I II if II 11 II II II II 11 II 1 II 11 I - - - - - - "' °' Xt 11 11 LL 1F 11 J I L I I I I I D -1o2 - WASHER/DRYER / 5 NG AC 0 5 0 rl- - I ( W I LE TIN HUT FF, VERIFY MODEL W /OWNER. (PROVIDE HOT AND COLD -T 7 O WATER HOOK -UP AND A MIN. CLEAR 5PACE FOR MODEL 5ELECTED). ENTEPTkMENT F / - - - - - �- - - - - - I = © LAUNDRY OINK W/ FAUCET, 5EE A.I.D, 5HEET5 & FABRICATOR SHOP DRAWING5. EXTERIOR 51NGLE UNDERCOUNTER OINK, VERIFY MODEL W /OWNER I 1 z I ® HIGH AND LOW CU5TOM DE5IGNED LAUNDRY CABINET5 W /GRANITE COUNTERTOP AT 36" AFF, VERIFY �� 40 - - - / 5' ( 3 TYPE AND FINISH W/ A.LD. 5HEET5 &FABRICATOR SHOP DRAWING5, 4 I I F DRYER VENT UP THRU WALL STUDS, THEN THRU FLOOR SYSTEM TO OUTSIDE VERIFY EQUIPMENT & 5. d I I 5PECIFICATION W/ OWNER. / j {}.1 vZ1iF•F• \�� j I ®O CU5TOM CABINET AND VANITY TOP W/ INTEGRAL BOWL AND FULL HEIGHT MIRROR ABOVE CAB., CABINET v1o3 /o I 0 30" AFF, VERIFY TYPE AND FINISH W/ OWNER, A.I.D. 5HEET5 & FABRICATOR 5HOF DRAWING5. j 5ED1z00M I 21 ELONGATED ONE PIECE WATER CL05ET A5 PER A.I.D. 5HEET5. PROVIDE TOILET PAPER HOLDER AT WALL. - . N 2 ( 22 80gi GA5 WATER HEATER AND RECIRCULATING PUMP W /TIMER, 5EE MEP PLAN5. - - - -� - - - -- I'OWdE1Z j i i I 23 AIR HANDLER UNIT W/ INTERNAL D15CONNECT BY A/C CONTRACTOR. VERIFY MIN 5PACE REQUIRED FOR KITCHEN / DINING i i I _ V-411 A>� * I DUCTING FROM MECH. ENGINEER. (PROVIDE OVERFLOW DRAIN5 TO EXTERIOR) d - -- - -- - - - - -- - - - - -- - -- - -I- - - - - -- -- -I T i ® A/C CONDEN5OR UNIT W/ KAINTITE D15C. 5WITGH, BY A/C CONTRACTOR ON 6" CONCRETE 5LAB, ®5 TV AND BUILT -IN ENTERTAINMENT CENTER BY OTHERS, VERIFY W/ A.I.D. 1 -- -------- - - - -E - -1 z V9 W.I,C, CU5TOM DE51GNA5 PER A.LD., I I ♦.� �� n� F j O I 5 I ®0 5HOWER ENGLO5URE, DOOR AND GLA55 SHALL BE 5AFETY TEMPERED FRAMELE55 UNIT W/ I N I I CERAMIC TILE OR MARBLE TO FULL HT. (2'-4" WIDE GL. DR.), BUILT -IN 5HAMP00 SHELVING. PROVIDE i I I I I - - - - -- I 1/2" DUR -O -ROCK BACKING IN ALL WALLS, i I I - - - - - - I _ ®1 TILED SHOWER SEAT (18" HIGH, VERIFY W/ BLDR) LIVING ROOM T -Y I 32 PROVIDE 5OUND ATTENUATION IN5ULATION AT INTERIOR 5TUD WALL5 (TYP) e 3 SHAFTWALL FOR RECESSED ELECTRICAL PANELS 5EE ELECTRICAL PLAN5 . i � I � d !�' s,I a A 1200 I I _ ® ( ) j i I 8 j I ® ONE HOUR FIRE RATED GYP5UM WALL �I DW -i -_ i i _ - -- -- - -- - -- -� - -- -- III -2 - _ - - _ I_ ®BUILT IN WOOD LINEN CLOSET A5 PER A.I,D, T T I T I WIC 2 © CUSTOM DESIGNED EXTERIOR RAILING, SPAGED TO REJECT A 4' PIA. 5PHERE, PROVIDE 5HOP 3' DRAWING5, DE516N AND CONNECTION5 TO BE APPROVED BY OWNER & DE5I6NER. 16' -11" I 1'-�1 1T -9" _ 1' -8' v -1oa 1< I o I ®36 "HEAT & GLO GA5 FIREPLACE 60006 OR SIMILAR. VERIFY MODEL W OWNER; SFECIFICATION5 AND - - - - - -- - - - - - - - - - i N "' ' ' ` - - - -' I INSTALLATION W/ MANUFACTURER. VERIFY GAO LINE FEED OR ELECTRICAL CONNECTIONS W/ CONTRACTOR. M 8 NON- COMBU57FIBLE FIREPLACE MANTEL A5 PER OWNER. VERIFY DIMENOIONS AND INSTALLATION W/ I I I I 1 I j I - - -_ i MANUFACTURER AND CONTRACTOR. - - - - -- - - - - - - - - - - - ! I 40 EXTERIOR HIGH & LOW CUSTOM DESIGN CABINET5 36H, A.F.F. WEATHERPROOF MATERIAL. VERIFY I I W /A.I.D. AND CONTRACTOR. D -112 J I I W NOME NOME 2 AR GA G- I ■ ■II■■ ■ ■1 ■■�■■■i� ■■ME■■I N��N RO**,�ito l e! w O to J 1911 A J -- I- i = = -i i = =r�� -- 1- 1 - - -n -- rr-- rr - -Tr II it I II II II II II II I II II rl --1rt- -- rt - -r-r- I I I I Flo 11 I I I I i t I I I I 1d I I I I tt - --tt- rt--- ly --- 1 -1 -- hi I -- -rr. -- r- r--- 1_t--- I�--- I_i--- rr - -t-t- TT -- �-r - --I -t--- 1-1-- -I_i -- rl 5' -10" 9' -8" -214 \\\ a PA =,LJL H. BAGH AFC? 00'104<{ -2 811. D U D DRAWINGEDITION 811.BIM 21.pin ISSUE BY DATE OUTDOORS KITCHEN INCLUDE5 48" GRILL & 51DE BURNER, VERIFY MODELS, DIMENSIONS AND - STAIR DES�IT _ _ _ 0. I I IN517ALLATION IN5TALLATION CUTOUT5 W /A.I,D., CONTRACTOR & MANUFACTURER SPECS. VERIFY ELECTRICAL W /ELECTRIC ENGINEER, a 10 221 Cm 6.955" 197 C� 10.5" W 2 2Landings C 13 -8" x 3' -8" ( ® CUSTOM DE51GN BUILT -IN BOOKS 5HELVE5, VERIFY W /INTERIOR DESIGN, \ - -- QED 5TU DY I I ^ ® CUSTOM BUILT IN 5TORAGE WOOD 5HELVE5, VERIFYWI5HOP DRAWING5. I W m OWNW " 5 12'-61I ' i 1 I 6 16,(3„ �I 8 d 8 1 FOYER r I j ( D -113 I 9 - ---- j - - - - -I io------- I N I I j - - -- - - ME ANICAL --Nd w -1o1 1oz w -101 C9 j D• 01 -1 I z 7 -4" I I I I 1 1 I I ! d! 14 ! I VI Lu 11 IR I I I I I I I I I I 1 I I I I I I I I I 1 1 1 I PLANTE [F LANTER I I I I d) C4� 36153 sq ft I I 54.73 eq ft I I 80.22 sq ft I I 91.96 eq ft _j_ 5q I 1 262.'9 9q ft' LIJ I 1 009 -10 - - - -__j ALL LEC E D I 1 I I I ® TYP. CMU WALL DETAIL 01/0.1 TYP. INTERIOR PARTITION \ I I I I I I I W/ SOUND INSULATION. 1 11 3 1, It -4 o ' DETAIL 02/D.1 ONE HOUR FIRE RATED i 3 /D.1 / PARTITION. DETAIL 03 24' I I -4" I I - - --1 - I I I I I I I I I - PfZAWINGE> FOP I 1 I I I I I I 1ZEFElZ TO STIZUCTU1zAL I ,� ,'' COLUMN LOCATIONS. 1ZEFElZ TO SHEET P.O5 FOIZ �TA1lZ DIMENSIONS AN[7 INFO. PA =,LJL H. BAGH AFC? 00'104<{ -2 811. D U D DRAWINGEDITION 811.BIM 21.pin ISSUE BY DATE E.B. - C.P. 1st FLOOR PLAN 0. w W E IV 0 t I� �'L' of G w N M N N op JOB ID 811. D U D DRAWINGEDITION 811.BIM 21.pin DATE 9/24/2009 DRAWN BY E.B. - C.P. 1st FLOOR PLAN 0. w W o W F z W QED m z � W m OWNW JOB ID 811. D U D DRAWINGEDITION 811.BIM 21.pin DATE 9/24/2009 DRAWN BY E.B. - C.P. 1st FLOOR PLAN A.01 N m U LU U IY Q v Q m n< Ou. ttL z Z W m L a� v Ri 0 WINDOW SCHEDULE ID Quantity W x H Size K. Opening Type Sill (F.F.F.) Kemark5 W -101 2 21- 011x5' -0" 2'- 2 "x5' -1" Casement 3' Arched, Spring Point @ 8' F.F.F. W -102 1 41- 011x6-0" 4'- 2 "x6' -1" Fixed 3' Arched, Spring Point @ 8' F.F.F. W -103 2 2'- 0 "x3' -0" 2'- 211x3' -1" Fixed 5' Bathroom, Privacy Gla5o W -104 4 21- 0''x5' -0" 2'- 2 "x5' -1" Casement 3' Double egre55, French, No astragal W -105 1 2'- 0 "x4' -0" 2'- 2 "x4' -1" Fixed 4' Bathroom, Privacy Glaoo W -106 2 2'- 0 "x6' -0" 2'- 2 "x6' -1" Casement 2' Arched, Spring Point @ 8' F.F.F. W -107 1 4'- 0 "x7 -0" 4'- 2 "x7' -1" Fixed 2' Arched, Spring Point @ 8' F.F.F. W -108 1 41- 011x5' -0" 4'- 2 "x5' -1" Fixed 3' Bedroom / Laundry, Sound reduction W -109 1 21- 811x3' -6" 2'- 10 "x3' -7" Fixed 4' -6" Walk -in closet W -201 1 2'- 811x4' -0" 2'- 10 "x4' -1" Casement 3' Decorative 5hutter5 W -202 2 2'- 811x4' -0" 2'- 10 "x4' -1" Fixed 3' Pantry, Sliding pocket door W -203 6 21- 011x4' -0" 2'- 2 "x4' -1" Casement 3' Garage entry,1 hour fire rated W -204 8 2'- 011x4' -0" 2'- 2 "x4' -1" Fixed 3' Mechanical Room, Sound Reduction W -205 1 21- 011x2' -6" 21- 2 'x' -7" Fixed 5' Bathroom, Privacy Gla55 W -206 1 2'- 011x3' -0" 2'- 2 "x3' -1" Fixed 4' PH. egr., Arched, French, No astragal W -207 1 2'- 811x4' -0" 2' -10 "x4'4" Fixed 3' Decorative 5hutter5 DOOR SCHEDULE ID Qty. W x H Size K. Opening Material Frame Kemark5 D -101 1 31- 611x6-0" 3' -10 "x10' -2" Fibergla55 (1) Egre55, Thermatru (2), Arched fix trans abv. D -102 2 51- 011x8' -D" 51- 4 "x8' -2" Metal Clad Metal Double egress, French, No astragal D -103 1 61- 011x8' -0" 181- 411x8' -2" Metal Clad Metal NanaWail, Outward 6L D -104 1 4'- 011x8' -0" 4'- 411x8' -2" Metal Clad Metal Double egre55, French, No astragal D -105 1 31- 011x8' -0" 31- 411x8' -2" Metal Clad Metal Garage egre55 D -106 2 81- 011x7 -6" 81- 411x7 -8" Fibergla55 (1) One car Garage door D -107 1 5'- 0 "x8' -0" -- -- Solid Core Wood Double egresa, French, No astragal D -108 3 3'- 011x8' -0" -- -- Solid Core Wood Bedroom / Laundry, Sound reduction D -109 2 2'- 411x8' -0" -- -- Hollow Core Wood Walk -in closet D -110 2 31- 011x8' -0" -- -- Solid Core Wood Bathroom, Sound reduction D -111 1 21- 011x8' -0" -- -- Hollow Core Wood Pantry, Sliding pocket door D -112 1 31- 011x6-8" -- -- Metal Clad Metal Garage entry,1 hour fire rated D -113 1 21- 411x8' -0" -- -- Metal Clad Metal Mechanical Room, Sound Reduction D -114 1 21- 411x8' -0" -- -- Solid Core Wood Bathroom, Sound reduction D -201 1 4'- O "x7' -0" 41- 411x7-2" Metal Clad Metal PH. egr., Arched, French, No astragal D -202 2 5'- 011x7' -0" 5'- 4 "x7' -2" Metal Clad Metal Double egre55, French, No astragal D -203 1 5'- 01'x7 -0" 91- 1011x7' -2" Metal Clad Metal Dbl. co. French, No aotr. (2) 2' -4" 5idelight5 D -204 1 21- 411x7 -0" 21- 811x7 -2" Metal Clad Metal Egrcoo, French. D -205 2 2'- 4 "x7-0" -- -- Solid Core Wood Bathroom, Sound reduction D -206 3 31- 011x7 -0" -- -- Solid Core Wood Bedroom, Sound reduction D -207 2 2'- 8 "x7-0" -- -- Hollow Core Wood WIC / Office, Gliding pocket door D -208 1 21- 811x7 -0" -- -- Hollow Core Wood Storage (1) OFTIONAL MAINTENANCE -FREE CLAD FRAME. 5EE THERMATRU CLA51C -CRAFT RUSTIC DOORS 5Y5TEM 5PECIFICATION5. (2) THERMATRU FIDERGLA59 CLA51C -CRAFT RUSTIC ENTRY DOOR MODEL CCR,5205. SCALE: 1 /4" = V -D" WALL LEGEN 17� Illilllllllllllll rYF. CMU WALL I W/ SOUND INSULATION. DETAIL 02/D.1 ONE HOUR FIRE RATED rARTITION. DETAIL O3/D.1 v.•a.•.000ao. ❖.• Ott-,to 0 2' 4' 8' AlpzA IZ O 442 811. D U D Y t- ee (m IAN e 811.BIM 21.p1n ISSUE BY DATE E.B. - C.P. 2nd FLOOR & ROOF PLAN W 0 U Z2 WO D = W � OC �. >= V W Ow �z D a_TVC of ulf Stream, Ft" i' co co ?�o M Q O _j D � �Q �w w� 2 U) wLL LO J � (7 LL Z 3: O H M I VD I I in r eMs e® Q 1 0 0 W F z i W � a Z W Q JOB ID 811. D U D DRAWING EDITION 811.BIM 21.p1n DATE 9/24/2009 DRAWN BY E.B. - C.P. 2nd FLOOR & ROOF PLAN A.02 III Ili HIM go Bell 1!1up ^ NZL- » U v tie Q 0 0 v Q a� i� w 0 O u_ Z Lu Q z w m L O N +12'- 10'/2" F.F. 2nd FLOOR`f' +11' -9° GARAGE /F STUDY T.O.B. +1'/2" F.F. GROUND FLOOR +21' ROOF 09 RIGHT ELEVATION (50UTH-WE5T) SCALE: 1/4" 11 -011 F.F. Zf 2nd FLOOR +12' -4Vz" TERRACE F.F. BRACE T.O.B. +1V2 "0 F.F. t0" GROUND FLOOR +12'- 10'/2" F.F. +12' -9" 2nd~ FLOOR +12' -4'/2" TERRACE F.F. +12' -3" TERRACE T.O.B. +11' -9" BEDROOM 2 T.O.B. +1'/2" F.F. GROUND FLOOR 0 2' 4' 8' LEFT ELEVATION (NORTH -EAST) SCALE: 1/4" = V -0" +21' ROOF OL +12' -10V2" F.F. +12' -9" IdOOIR GARAGE T.O.B. S Goo .10 J. +1 V2" F.F. GROUND FLOOR 0 2' 4' 8' PA L H. B.4CH At2 000442 h 811.DUD ELEVATIONS KEY NOTES ISSUE BY DATE DRAWN BYJ WOOD OR SYNTHETIC SHUTTER, 5EE PAGE 0,04 FOR APPROXIMATE DIMENSIONS AND PROFILE. LEFT & RIGHT ELEVATION ® CURVED CERAMIC ROOF TILE5.51`05H STYLE. M V3 STAINED (COLOR TO BE DETERMINATED) FINISH WOOD OUTRIGGERS. 5EE PAGE D.04 FOR APPROXIMATE DIMENSIONS AND PROFILE. ® 5TONE /PRECA5T BANDING FOR WINDOWS AND EXTERIOR DOOK5. 5EE PAGE D.04 FOR APPROXIMATE DIMENSIONS AND PROFILES. Vw ® 5TONE /PRECA5T SILL FOR WINDOWS. SEE PAGE D.04 FOR APPROXIMATE DIMENSIONS AND PROFILES. o Z2 ® STONE /PRECAST EXTERIOR CORBEL. SEE PAGE D.05 FOR APPROXIMATE DIMENSIONS AND PROFILE. EL ® PRECA5T - 5ANDING FOR BALCONIES, TERRACES AND PARAPET WALL5. SEE PAGE D.04 FOR �.4 APPROXIMATE DIMENSIONS AND PROFILE. ® 9TONE /PRECA5T EXTERIOR ORNAMENT. SEE PAGE D.04 FOR APPROXIMATE DIMENSIONS AND O -1 PROFILE. ® PRECAST FASCIA. SEE PAGE D.04 FOR APPROXIMATE DIMENSIONS AND PROFILE. G ® PRECAST EXTERIOR WAINSCOTS. SEE PAGE 0.04 FOR APPROXIMATE DIMENSIONS AND PROFILES. LLJ 0 ©1 WOOD OR 5YNTHETIC BRACKET. SEE PAGE 0.04 FOR APPROXIMATE DIMENSIONS AND PROFILE. J Q © 42" OIL RUBBED BRONZE ALUMINIUM RAILING, 5PACE0 TO REJECT A 4" PIA. SPHERE. �— to SEE PAGE D.05 FOR APPROXIMATE DIMEN51ON5 AND PROFILE. — W © WOOD TRELLI5 HEADS. SEE PAGE D.05 FOR APPROXIMATE DIMEN51ON5 AND PROFILES. >= �a 2 ® WOOD BEAM HEADER5.5EE PAGE 19.05 FOR APPROXIMATE DIMENSIONS AND PROFILES. WU © EXTERIOR ELECTRIC LAMP. SEE PAGE 0.05 FOR APPROXIMATE OIMEN51ON5 AND MODEL. Lr) J � ® PRECAST, WOOD OR FRP (FIBERGLA55 REINFORCED POLYMEKED) COLUMN VENEER. OBE O SEE PAGE D.05 FOR APPROXIMATE DIMENSIONS AND PROFILES. z EXTERIOR SHOWER. 0 F 01 PRECAST CONCRETE QUOINS. z F 0 SMOOTH TROWEL PAINTED 5TUCCO. 3: +12'- 10'/2" F.F. +12' -9" 2nd~ FLOOR +12' -4'/2" TERRACE F.F. +12' -3" TERRACE T.O.B. +11' -9" BEDROOM 2 T.O.B. +1'/2" F.F. GROUND FLOOR 0 2' 4' 8' LEFT ELEVATION (NORTH -EAST) SCALE: 1/4" = V -0" +21' ROOF OL +12' -10V2" F.F. +12' -9" IdOOIR GARAGE T.O.B. S Goo .10 J. +1 V2" F.F. GROUND FLOOR 0 2' 4' 8' PA L H. B.4CH At2 000442 h 811.DUD ALL �R w, All I'l No�,."e � "ago �o ae � Eo eY °oR•o ��o ®ee I'M I—ALL IIALL N-11 1111 e 11 ) oR MnNOS. a aE r E AL ISSUE BY DATE DRAWN BYJ :E 00 LEFT & RIGHT ELEVATION M M !V A r r a 1� W F W � a � z em W 144 m W JOBID 811.DUD DRAWINGEDITION 811.13IM 21.pin DATE 9/24/2009 DRAWN BYJ :E 00 LEFT & RIGHT ELEVATION M W M Vw o Z2 EL W03:0 O -1 G LLJ 0 J Q �— to w W >= 2 WU WLL Lr) J � W O z u- 0 z 3: O *-RECEIVED* 200 6+J v .. - - -, i % h M !V A r r a 1� W F W � a � z em W 144 m W JOBID 811.DUD DRAWINGEDITION 811.13IM 21.pin DATE 9/24/2009 DRAWN BYJ E. B. - C. P. LEFT & RIGHT ELEVATION A.05 v v 0 0 v Q cp w O LL ti z Q z w m L L 0 945 Emerald Row f ropooed Frontal View 001'°10 a to, �,,,r W (.) W Z2 WO cl) G= W 0 W V Ow =) z O 3: O D J [L W W *RECEIVE OCT - Totim cf ee m N Go CWt me Go C9 Ca QO C/� N cc Cfl W Cva coa cc CD .Lra O in v COO v C e m O o w e•.man A" JOB ID 811.D DRAWNGEDITION 811.BIM DATE 9/24/21 DRAWN BY E. B. - t 3D FRONT RENDEF .01 cS Z a 1� L m,I 0 v Qi W O E. O Z coo W W � z Go W h m W Q JOB ID 811.D DRAWNGEDITION 811.BIM DATE 9/24/21 DRAWN BY E. B. - t 3D FRONT RENDEF .01 845 Emeral Row Proposed View From Water N q V v 0 Q U Q m w O w ti z Q z w m L a N 845 Emeral Row Proposed Aerial View PAUL H_ EACH A 00'10442 M N CD M CD cc G�Ne _ NoQNrat eo ISSUE BY DATE C/3 M N N _ GC Go CVD GULF S'V-u CO W O O r It C 3 C CC Lr co IROV M N CD M CD cc aOr Ir m �� C/3 M N N _ GC Go CVD GULF S'V-u CO W O O r It C 3 C CC Lr co W M C.) W o Z5 WO�o r Z =OLL C@) ° L WOQQ oc U U) W W >0 v WU WLL W J -j O W O O Z LL W � Z 3: O C� `~ W y °o 'OOg W -Town Of Gulf Strum/ Ft JOBID 811.DUD DRAWINGEDITION 811.13IM 21.pin DATE 9/24/2009 DRAWNBY E.B. - C.P. 3D REAR RENDERINGS P.02 M N CD M CD cc aOr Ir m C/3 M N N _ GC Go CVD O O r C 3 C CC Lr O a Go y v = va O O C7 r Z L w W v W O F. O Z O W W � Z C� `~ W y °o � W N Q JOBID 811.DUD DRAWINGEDITION 811.13IM 21.pin DATE 9/24/2009 DRAWNBY E.B. - C.P. 3D REAR RENDERINGS P.02 1 Emerald Row Street 5cape (East view) 915 Emerald Row 925 Emerald Row n 960 Emerald Row n 940 Emerald Row PLAN LOCATION n Emerald Row Street Scape (West view) 935 Emerald Row n 930 Emerald Row n 920 Emerald Row 955 Emerald Row n RELATIONSHIP OF THE ACTUAL 13UILDING TO SURROUNDING STRUCTURES (FERSFECTIVE) RELATIONSHIF OF THE PROP05ED BUILDING TO SURROUNDING STRUCTURES (50UTH ELEVATION) PAU H_ EACH A Q 01 0442 41� y nG��ac eo DRAWNGEDITION ISSUE BY DATE DRAWN BYJ iA�NN VICINITY CO cc W CO M i cc W (.) W Z2 WO G= W 0 W (/) >M W V Ow � Z' D toot Celveno 0 2 2009 Town fFulf Stl-eem, r1 M 00 IT M M Q O �O LL OJ J Q � W W � W LL U-) J LJ.. Z 3: O H JOBiD mNap Mr DRAWNGEDITION 811.BIM 21.p1n W d' W 9/24/2009 DRAWN BYJ iA�NN VICINITY CO cc W CO M i cc vD C Cc M O r M Cc m ca C N M O = ' M m W Z L c 0 W v � W C.1 F. O Z O W W !93 a m N W °o m W N Q JOBiD 811.DUD DRAWNGEDITION 811.BIM 21.p1n DATE 9/24/2009 DRAWN BYJ E.B. - C.P. VICINITY P.03 a2 c VII � V 10 _-�- 6' SEE SITE AND * /� 4" PVC PIPES LAI l 5' NEW PAVER DRIVEWAY ` r -r- 6" DEEP SWALE (SEE MATCH EXIST. C/L ELEVATIONS ON PLAN) ELEV @ PROP. LINE, SLOPE VARIES (SEE PLAN) SEE SITE PLAN AND LANDSCAPE PLAN FOR HARDSCAPE �r 0 V20- 5j NEW SEWER Z LINES (BY PLUMBER) \--INSTALL NEW 1,200 GAL SEPTIC / Op TANK (SEE DETAIL SHEET, 9/ MASTER SEPTIC CONTRACTOR / SHALL OBTAIN PALM BEACH / HEALTH DEPT. PERMIT) INSTALL 1— INLET, 6— OUTLETS CONC. `r DISTRIBUTION BOX, 4" MIN. PVC PIPES PER HEALTH DEPT REQUIREMENTS. DENOTES LIMITS OF UNOBSTRUCTED DRAINFIELD AREA. (SEE DRAINFIELD DETAIL SHOWN ON THIS SHEET) �9 2 REQUIRED AREA= 625 SF; PROVIDED AREA = 1,095 SF / DRAINFIELD SURFACE ELEV SHALL / BE COVERED WITH GRASS. (MASTER / SEPTIC CONTRACTOR SHALL OBTAIN / HEALTH DEPT PERMIT / CONSTRUCTION REQUIREMENTS.) / - SWALE PAVER; DRIVEWAY --� , t \IST - F / / APPRON & ADJACENT GRASS PER TOWN'S PERMIT REQUIREMENTS (BY CONTRACTOR} SAWCUT E 6a +-5 F1 PAVEMENT �°9 . c ' Ee DRAINFIELD DETAIL SCALE 1 ":10' /X Z NEW PAVER BRICK SURFACE (BY ARCHITECT OR OWNER) 1— 1/2" to 2" SAND BASE 12" STABILIZED SUBGRADE, MIN LBR 40 OR 4" COMPACTED LIMEROCK BASE (98 % —T -180) SECTION A -A NEW BLDG WALL N T S cz n' P/L 5.0' DRAIN 5.0' SETBACK I FIELD SETBACK m LIMITS SCALE 2f NEW GRASS /LANDSCAPE (SEE ARCHITECT'S PLAN) SECTION B —B N T S MATCH EXIST. ELEV @ PROP. LINE EXIST. ASPHALT R/W ROADWAY 10' PAVER BRICK DRVWY (TO REMAIN) SWALED DRIVEWAY SAWCUT (PERMIT REQD) E.O.P & MATCH ELEV. I SEE SLOPED SLOPED PLAN SEE PLAN NEW PAVER BRICK SURFACE (SEE ARCHITECT'S PLAN) 1— 1/2" to 2" SAND BASE 12 STABILIZED SUBGRADE, MIN LBR 40 OR 4" COMPACTED LIMEROCK BASE (98 % —T -180) SECTION C —C N T S LOCATION MAP 2 FULL BUSINESS DAYS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 - 4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NOTIFICATION CENTER FOR CITY OF FT. LAUDERDALE UTILITIES CALL 1- 954 - 828 -8000 ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE & SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. ENGINEER DISCLAIMER NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE NEW LAYOUT FROM THE ARCHITECT'S PLAN. THIS PLAN SHALL BE USED FOR GRADING & DRAINAGE WORK ONLY. z 0 W r( W m 00 Z 0 M M W J LL Jo�Q oW J J �:- J) _ W(9 LO LL z 3: Uo 0 w LEGEND DRAWN ED �-- EXISTING WATER MAIN m EXISTING VALVE SCALE PROPOSED WATER MAIN N PROPOSED VALVE EXISTING SEWER MAIN EXISTING MANHOLE ---- �"` - - -- PROPOSED SEWER MAIN PROPOSED MANHOLE _ = EXISTING DRAINAGE EXISTING CATCH BASIN PROPOSED DRAINAGE ® PROPOSED CATCH BASIN PROPOSED PAVER CURVE NUMBER SYMBOL BRICK PAVEMENT I �N j EXISTING ELEVATIONS PROPOSED CONCRETE SIDEWALK 0.00 PROPOSED ELEVATIONS EXISTING TEE DIRECTION OF RUNOFF 13 PROPOSED TEE z 0 W r( W m 00 Z 0 M M W J LL Jo�Q oW J J �:- J) _ W(9 LO LL z 3: Uo 0 w ELKIN DLA Z, PE D463825 DATE 'DR EC ,; DRAWN ED CHECKED ED SCALE 1"=l0' O M I �N o a ELKIN DLA Z, PE D463825 DATE 4/13/09 DRAWN ED CHECKED ED SCALE 1"=l0' SHEET: _I_ OF JOB NUMBER g 1 1 MATCH PROP. GRASS ELEV. IN FLOW 20 -24" DIA. MANHOLE FRAME WITH SOLID LID HEAVY DUTY USF PRODUCT NO. 125 —M OR APPROVED EQUAL 4" MIN. INLET 102 99 Z 2" MIN. N 2" MIN. 4" min. DIA PVC PIPE INSERTS OUT FLOW 1/4"/FT. LEVEL 4" MIN. OUTLET i2 II I �I SECTION A--- -A GAL. 1200 W 84" L 102" D 65-1/22' T MIN. 3 REINF. 4X4 10/10 CONC. 6000PSI @ 28 DAYS L, W v v MATCH PROP. GRASS ELEV. 4" CLEAN OUT SLOPE 90' BEND INV. ELV. ® WATER LINE 4" MIN. PVC BAFFLE OUTLET GENERAL SEPTIC TANK N T S NOTES: 1. MASTER SEPTIC CONTRACTOR SHALL PROVIDE SHOP DRA WINGS FOR THE SEPTIC TANK AND D I S TR IB U T IO N B O X FR O M MA N UFA C T UR ER, FOLLO WING ENGINEERING DRA WINGS GUIDELINES AND S TA TE HEA L TH DEPA R TMENT PERMIT REQUIREMENTS FOR A 1,200 GAL TANK & ]-INLET, 6- OUTLET DISTRIBUTIONBOX. 2. ALL .IO)N7S NSEPTIC TANKAND DISTRIBUTION BOX SHALL CONFORM TO PALMBEACH COUNTY HEALTH CODE REQUIREMENTS. "WYE 2:1 MAX GEOTEXTILE FABRIC ON TOP ONLY 4" MIN DIA. PERFORATED PVC CAPPED AT ENDS. GRAVEL - ROCK SEPTIC SYSTEM CONSTRUCTION NO TE-5- GENERAL: 1) 17-5 THE CONTRACTORS RC5P0/V5 1BlLI7_Y TO OBTAIN AND FOLLOW THE PERMIT RCQUI9CMCN75 OF THE PUBLIC HEAL TH DEPT A5 THEYAPPLY TO THE 5EPTIC SYSTEM OF TH15 PROJECT. 2) MINIMUM DR4I10FIELD 5/ZC = 625 5F (PER TABLE III PALM BEACH COUNTY HEAL TH DEPT W/ 3, 6005f OF LIVING AREA. PROVIDCO ORAINFICLO AREA = 631.805f. 3) WA5TE WATER PLOW = 500 gpd 4) REQUIRED TANK 51ZC = 1, 200 GAL. 5) LOT PLATTED PRIOR TO 1972 WITH 5A 1\0 501L. PER FA 5EC 64E 6.005(7)e, THE MINIMUM SETBACK TO SURFACE WATER BODIE5 SHALL BE NOT L555 THAN 50: 7H15 PROJECT COMPLIE5 WITH THE REQUIREMENT. 6) ALL ELEVATIOA15 ARE BA550 ON NAT /ONAL GEODETIC VERTICAL DATUM OF 1929. 7) PROVIOEO UN01357RUCTEO AREA = 1.5 TIME5 MIN, ORAINFIEL0 5/Z5 = 1, 5(625sf)= 537.50.5f. THE PROP05EO UNOBSTRUCTED AREA A5 5HOWN ON PLANS = I, 095.70sf. TI-115 PROJECT COMPLIES WITH TH15 REQUIREMENT. 6) THE INVERT OF PlPC5 WITHIN THE 55-TIC TANK AND Dl5TR1BUTlON BOXES, A5 WELL A5 THE MINIMUM PIPE 5LOPC5, 5HALL 00 &,'PL Y WITH Cl T)'15 CODE * HEALTH DEPARTMENT CODE RC0UI9CMCNT5. IT 15 THE CONTRACTOR5 RE5PON51BILITY TO EN5URE PROPER 5LOPC5 AND INVERTS ARE PROVIDED PRIOR TO START CONSTRUCTION AND TO OBTAIN THE NECE55ARYPERMIT5 AND 1N5PCCF1ON5 W1TH THE PERMITTING AGENCIE5. ANY DEVIATION OR CONFLICT SHALL BE INFORMED TO THE ENGINEER PRIOR TO WORK IMPLEMENTATION. MA TERIAL KEY: 0 1,200 GAL CONCRETE 5EPTIC TANK, TWO COMPARTMENT WITH 915ER. 5EPTIC TANK MATERIALS AND CONSTRUCTION STANDARDS MUST COMPL Y WITH PALM BEACH COUNTYFAC SEC 64f-6.013 2) D15T915UTION BOX 5HALL COMPt Y W17-1-1)-AC 5EC 64f-6,0 14. IT SHALL BE WATER TIGHT, HAVE ADEQUATE 5TRUCTURAL STRENGTH, AND BE 5UFFICIENT SIZE TO ACCOMODATE THE NUMBER OF PIPES. 3) INVERT OF THE INLET OF THE 015TRIBURON BOX 51-IALL BE AT LEAST I "ABOVE THE INVERT OF THE OUTLET5, AND THE INVERT OF T rIE OUTLETS 5HALL BE LEVELED TO EACH OTHER. DRAIN TRENCHES A) MAXIMUM WIDTH = 3' B) MAXIMUM 5EPARATION IN BETWEEN TRENCHE5 = 2' C) MAXIMUM 7RENC`1 DEPTH = 30" D) MINIMUM EARTC COVER = 6'` C) M11V/MUM DIAMETER OF PlPE5 = 4 ; CONFORMING TO A5 7M 03034 -98 F) CAP ENDS OF ALL LA TERALS, G) REFER TO HEAL TH DEPART 1� WT CODE FOR ADDITIONAL CONSTRUCTION REQUIREMENTS NEW GRASS (SEE ARCHITECT'S PLAN) 3O " MAX. TRENCH DETAIL N T S 2 FULL BUSINESS DAYS BEFORE DIGGING CALL TOLL FREE 1 -300- 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NOTIFICATION CENTER FOR CITY OF FT. LAUDERDALE UTILITIES CALL 1- 954 - 828 -8000 ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE & SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. CONS TRUC TION NO TES: GENERAL: l) I775 THE CONTRACTOR5 RE5PON5 151LITY TO OBTAIN AND FOLLOW THE RCQUIREMENT5 OFALL REGULA TOR YAGCNC /E5 A5 THCYAPPLY TO THE PROJECT 2) ALL CON5TRUCTION, MATERIALS AND 11V5PCC7 /01V5 SHALL COMPL Y WITH CURRENT 5TANDAR05 AND 5PECIFICATION5 OF THE LOCAL CITY, LOCAL COUNTYENGINEERING 'MINIMUM 5TANDAR05 , FLORIDA DEPARTMENT OF TRANSPORTA TION, AND THE DEPARTMENT OF ENVIRONMENTAL PROTECTION -- A5 /T 15 APPLICABLE TO THE PROJECT. 3) THE CONTRACTOR MUST U5E EXTREME CARE TO AVOID DAMAGE OR 015RLIPT10N TO ANYEX15TIN6 UTILITIE5, WHETHER SHOWN ON TI-If PLAA15 OR NOT. ALL PLAN LOCATION5 A95APPROXIMATEANO 5HALL BE FIELD VERIFlEO. CONTRACTOR 15 TO CONTACT 5UN5HINE STATE ONE CALL OF FLORIDA AT 1 -800- 432 -4770 AND ALL OTHER PARTICIPATING UTILITIE5 2 FULL 5U5l1VE55 OA Y5 PRIOR TO CON5TRUCRON FOR FIELD MARKUP LOCATION5 OFEXI5TING UTILI7 /E5 AND FACILITIE5. 4) THE CONTRACTOR MUST INFORM THE CITYAND ENGINEER OF RECORD AT LEA5T 46 -HOURS IN ADVANCE OF CONSTRUCTION, IN WRITING, IF ANY CONFLICT 15 915COVERED DURING POT HOLE OPERATION5 FOR CLARIFICATION BY THE CITY. 5) IT WILL BE THE RE5PON5 /B1LITY OF THE CONTRACTOR TO NOTIFY THE UTILITIE5 DEPARTMENT OF THE CITYAT LEA5T TWO (2) BU5 /NE55 DAY51N ADVANCE TO COORDINATE ANYACTIVITY TO BE PERFORMED BY THE Cl T)''5 UTILITIE5 DEPARTMENT. 6) ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) IN GENERAL, EXISTING 57RUCTURE5 AND UTILITIE5 ARE NOTED A5 EXISTING AND /OR SHOWN IN THIN LINC5. NEW CONSTRUCTION 15 /N HEAVYLlNE5 AND /OR UNDERLINED. 6) ALL WORK WITHIN LOCAL COUNTY RIGHT -OF WA Y5 5HALL BE IN CONFORMANCE WITH THE COUNTY MINIMUM STANDARDS AND /OR REQUI9EME1\1T5 -- A5 APPL ICABLE 9) CONTRACTOR 51-IALL COMPLY WITH ALL LOCAL CITY, COUNTYANO STATE REGULARON5 PERTAINING TO THE CLOSING OF PUBLIC STREETS FOR U55 OF TRAFFIC DURING CONSTRUCTION. / O) CONTRACTOR 5HALL PREPARE AND 5UBMIT MAINTENANCE OF TRAFFIC (MOT) PLANS TO FOOT, CITY, LOCAL COUNTYA5 REQUIRED FOR WORK TO BE DONE WITHIN THEIR R/W PRIOR TO COMMENCEMENT OF WORK. SPECIFIC AGENCY MOT REQUIREMENTS ARE THE SOLE RE5PON515ILITY OF THE CONTRACTOR -- IF APPUCA&E , 1 I) ALL UTILI7IE5 AND DRAINAGE INSTALLATION5 UNDER PROP05C0 PAVEMENT SHALL BE COMPLETED AND IN5PCCTEO 5AT15FACTOKIL Y BY REGULA TORY IN5PEC70R PRIOR TO START /N6 PA VEMENT SUBGRAOC CONSTRUCTION- - IF APPLICABLE 12) CONTRACTOR 5HALL MAINTAIN AN APPROVED SET OF PLANS AT ALL TIME5, 13) ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAY OR WALKWAY5HALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDE5TRIAN TRAFFIC. 14) TRENCHES OR HOLC5 NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS SHALL NOT BE LEFT OPEN DURING NIGHT TIME HOLJ95 WITHOUT ADEQUATE PROTECTION. 15) CONTRACTOR `HALL PROMPTLYREPAIRAND RE5TOREEV15TING PAVEMENT, 510EWALK5, CURBS, DRIVEWAYS, PIPE5, RE5I0E1VTIAL AND COMMERCIAL 5PR 11VKLER LINE.5, CONDUIT, CABLE5, ETC. AND LANDSCAPEA9,EA5.7AMAGED A5 A RESULT OFCON5TRUCTIONACTIVITIE5. 16) LOC,�T /ON D.FAI.K ,�:rLEhSE VALVES MAYBEP'ELD ADJU5TFD BY THE ENGINEER 0R CITY A5 NECE55ARY. PA VING: 0 CONTRA CTOR5HALL ADJUST TO GRADE ALL EX /STING UTILITYCA5TIN65 INCLUDING VALVEBOXC5, MANHOLES, HAND HOLE5, PULL 00,YE.5, INLET5 AND 51MILAR 57-RUCTURE5 IN CONSTRUCTION AREA TO BE 0VERLAYE9 W1 TH A5PHALT (IF APPLICABLE). 2) REMOVE MUCK, OVERBURDEN AND ROOT MATERIAL WITHIN TEN (10) FEET OF ANY EDGE OF PAVEMENT OR BUILOING, AND BACKFILL TO REQUIRED 5U56RADE WITH CLEAN, GRANULAR MATERIAL IN MAXIMUM OF 12 INCH LIFT5, COMPACTED TO 90 % MAXIMUM DENS/ TY A5 DETERMINED B Y AA5HTO -r- /aa 3) CONTRACTOR SHALL RE5TORE EX45TING PAVEMENT AND PAVEMENT M4RK/N65 15I6N46E TO ORIGINAL PRE CONSTRUCTIO ;I CONDITION OR A5 OTHERWl5E 5PCClFIED BY CITY OR IN CONTRACT DOCUMENTS A5 APPLICABLE Fl-,115 WORK 51-IALL BE CON510CRE0 INCIDENTAL., 4) STABILIZED 5UBGRADE (MINIMUM LBR 40) SHALL BE COMPACTED TO 98% MAXIMUM DEN5 1TYA.5 REQUIRED 0YAA5H TO- T -160 5) LIMCROCK 545E SHALL MEET FLORIDA DOT 5PCCIFICATION5, 5CCRON 91 1, AND INSTALLED PER SECTION 200 (IF At PLICABLE), OTHERWI5E CI FY 5PEC /FICA TION5 APPL Y. DEN51TY TE5T5 5HALL BE TAKEN AT EVERY 5000 5F FOR EACH LIFT WITH COFIf5 TO THE ENGINEER FOR APPROVAL. LIMEROCK BASE 51-IALL BE PRIMED PER FDOT 5ECRON 300, AND 51-IALL HAVE A COMPACTED 7H1CKNE55 A5 SPECIFIED ON THE PLAN, BUT IN NO CA5E LESS THAN 6 INCHES, 6) EX15TING TRAFFIC 5 1GN5 SHALL BE RESET UPON COMPLETION- PER FOOT 57ANDAR05. C057 5HALL BE CONSIDERED INCIDENTAL. CONTRACTOR 51-IALL REPAIR OR REPLACE DAMAGED TRAFFIC 516NAL LOOP5 PER LOCAL COUNTY TRAFFIC ENGINEERING 5PCClF(CATION5. (IFAPPL /CABLE). POLLUTION f REVELATION PLAN * CONTROL MEASURES A) PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN E905101V AND 5EDIMENT CONTROL MEASURES COMPLYING WITH CITY, 57A TE AND FDEP REGULATION5, B) CONSTRUCTION ACTIVITIE5 SUCH A5 UTILI77E5 IA15TALLA RON, GRADING, COA15TRUCTION OF CONCRETE CURB5, BUILDING PAD AND FOUNDATION PLACEMENT,• AND PREPARATION OF LAN05CAPING AND 5000IN6 WILL OBEYCITY'5 CONTROL MEA5URE5 A5 FOLLOWS AND A5 REQUIRED BYIN5PECTOR; I. EXCAVATION OF WATER MANAGEMENT FACILITIE5 SHOULD OCCUR IMMEDIATELYAFTER CLEARING AND GRUBBING TO 5CRVE A5 A 5CO/MCNT TRAP OR CA TCHMENT FOR 5 TORM WA TER RUNOFF FROM CXPO5C0 50IL5. 2, CON57RUCTION OF PERIMETER BERM OR 5 /7E GRADING TO PREVENT OFF SITE 015CHA96C OF 5TORM WATER RUNOFF. 3, PLACEMENT OF .SILT PONCES AND OR HAY BALC5, PROPCRL Y ANCHORCO, TO CONTAIN ERO51ON /N AREA5 PRONE TO .STORMWATCR RUNOFFCRO5 /VC VELOCITIES. 4. PERMANENT STABILIZATION WILL BC PROVIDED TO PORTIONS OF THE 517E WHERE CON57RUCTIO/V ACTIVIT /E5 HAVE CEASED BYLAYING 500. 5. INLET PROTECTION WILL BE PROVIDED FOR EACH INLET EITHER 3Y5 /LT FCNCC/FILTCR FABRIC STAKED IN PLACE OR HA Y 54 LC5. 6. OUTLET PROTECTION WILL BC PROVIDED BY TURBIDITY5CRECN5 WITHIN TILIf RECEIVING BODY. C) CONTRACTOR 5HALL AL50 IMPLEMENT ClTY5 CONTROL MEASURES FOR WASTE MATERIALS, HAZZARDOU5 WA5TF SANITARY WA5EE PETROLEUM PRODUCTS, PESTICIDES AND HE95I00E5, FC9TCLIZC95, PAIAIT5 AND OFF5l7C VCHICLC TRACKING A5 0C5CR15fD BYCITYCNGINCERING 57-ANOAR05. D) THE CONTRACTOR 15 955PON51BLE TO CALL BUILOING DEPARTMENT AIVD /OR ENGINEERING DEPARTMENT FOR CITY IN5PCCTION5 IN REAL TION TO ADDITIONAL AND /OR APPLICABLE POLLUTION PREVENTION AND CONTROL MEA5URE5. z 0 w 3 t t t j> ,a ui U °° qt Z cy) J UJ O/ Cw � Q Q J L.L Ld g U) �W u- G D W (D �Lo LL UJ qt 0 J °' z 3: 0 D 0 { Of Gull Stream, ELKIN DIAZ, PE i I DATE 4/13/09 DRAWN ED CHECKED ED SCALE 1 " =10' SHEET: C 2 2 OF JOB NUMBER g 1 1 ON N �oN I� M It cN o O u � a ELKIN DIAZ, PE i I DATE 4/13/09 DRAWN ED CHECKED ED SCALE 1 " =10' SHEET: C 2 2 OF JOB NUMBER g 1 1 Plant List quantity Sym Qty Botanical/ Common Name Size BS 2 Bursera simaruba/ Gumbo Limbo 8' Ht x 4'Spr, 2" Cal RR 2 Roystonea regia/ Royal Palm 6' GW, matched CN 7 Cocos nucifera `Green Malayan'/ Coconut Palm 6-10' CT, stagger hts AD 1 Adonidia merrillii/ Christmas Palm 6' -8' OA Ht, triple trunk PR 1 Phoenix roebelenii/ Pygmy Date Palm 4' OA Ht, triple trunk VM 2 Veitchia montgomyana/ Montgomery Palm 12' OA Ht, single trunk CH 1 Calliandra haematocephala/ Red Powderpuff 5' Ht x 3' Spr, multi trunk std DT 8 Dianella tasmanica / Blueberry Flax Lily 14" x 14 ", 18" O.C. MP 20 Murraya paniculata/ Orange Jasmine 24" x 24 ", 24" O.C. BO 2 Bougainvillea 'Barabara Karst'/ Bougainvillea 4- 48" runners, trellis TG 1 Thunbergia grandiflora/ Sky Vine 4- 48" runners, trellis TE 3 Thunbergia erects/ King's Mantle 24" x 24 ", 24" O.C. AH 3 Acalypha hispida/ Chenille Plant 24" x 24 ", 24" O.C. BG 1 Brunfelsia granidflora/ Yesterday, Today, Tomorrow 24" x 24" GG 2 Galphimia gracilis/ Thryallis 24" x 24 ", 24" O.C. CI 32 Chrysobalanus icaco/ Cocoplum 24" x 24 ", 24" O.C. TM 14 Trimezia martinicensis/ Yellow Walking Iris 12" x 12 ", 24" O.C. BA 39 Bambusa oldhamii/ Oldham Bamboo 6' Ht, 7 stem per pot NF 15 Nephrolepis falcata/ Macho Fern 18" x 18 ", 24" O.C. SN 1 Strelitzia Nicolai/ Giant White Bird of Paradise 8' Ht 5 stem min MS 72 Microsorum scolopendrium/ Wart Fern 12" x 12', 18" O.C. RE 1 Rhapis excelsa/ Lady Palm 5' Ht, 7 stem min,full CR 2 Crinum sp./ Crinum Lily 30'x 24" PB 66 Philodendron `Berle Marx'/ Burle Marx 18"x18", 24" O.C. AP 9 Alpinia purpurata/ Red Ginger 30" x 24 ", full, 3 Gal SR 1 Strelitzia reginae/ Orange Bird of Paradise 30" x 24" HR 7 Heliconia rostrata/ Lobster Claw 30" x 18" HE 20 Heliconia / False Bird of Paradise 30" x 18" ( not a dwarf variety) JA 1 Jatropha integerrima 'Compacta'/ Jatropha 5' Ht x 3' Spr AZ 22 Alpinina zerumbet'Variegata'/ Var. Shell Ginger 24" x 24 ", 24" O.C. AB 5 Aechmea blanchettiana/ Bromeliad 20" x 20' JC 84 Juniperus conferta/ Shore Juniper 6"x 10 ",12" O.C. NE 3 Neorgelia `Fireball'/ Bromeliad 8" x 8" CE 1 Cestrum nocturnum/ Night Blooming Jasmine 24" x 24" � y as go m O. W Sod St. Augustine'Floratam' Mulch Z Shredded Melaleuca or Eucalyptus Existing Tree Chart Exi.- ling tree symbol quantity Name I Work to be Done below top of rootball for Nursery Plants, 2"d Edition, February 1998, Florida Department of Agriculture and planting backfill mixture water arid: tamp to remove air pockets Consumer Services, Division of Plant Industry. A 1 Coconut palm To be removed B 1 Strangler fig To be removed C 2 Coconut palm To remain, adjacent property D 3 Sabal palm To remain E 1 Clusia Pitch Apple) To remain F 3 Sabal palm To remain, adjacent property G 1 Oak To remain, adjacent property H and a diameter of 3'- 4' around their base. All mulch shall be kept 4" from base of all plant Ficus hedge To be removed I edge of foliage. Orange jasmine hedge To remain J laid with alternating and abutting joints. Orange jasmine hedge To remain EMERgLD ROW '- 4' Cnnl. r a ,f 1 Uri � O Note: Sod and irrigate to edge of road. 700J1 �/V V ' V N 2'6o < I SH 900 gal SEPTIC F TA ALL BE REPLACED EE CIVIL DRAWINGS FOR ' S,, �7�� s CALCULATION J LO AND NEW t CATION) s RE E EXISTING 4" --SEWER LINE (By — _PLUMBER) X-F9ksaS�' '�'{r NEW 625 SQ.FT. DRAINFIELD. 01� EE CIVIL PLAN. =� 37 D / E n, I n �� l� Landscape Plan Scale 1"=10' 0 51 10' 20' NOTES: I. CONTAINER GRO(Nl SHRUGS . LOOSEN ROOTS AT EDGE OF ROOTSALL 2. BALL AND BURLAP SHRUBS - CUT a REMOVE BURLAP FROM TOP 1/3 0= ROOTSALL. TEMPORARY WATfdR- BASIN- FORt'4 SAUCER - W/ 3" CONTINUOUS RIM FERTILIZER TABLETS OP �F 12A _,, W,ry UR NEW ANK (By VED SEPTIC CTOR, RE PBCHD QUIRED) SEE RAWINGS FOR LOCATION AND ONS EXISTING 210 SF DRAINFIELD ac DISTRIBUTION BOX (TO BE REPLACED) 3. WHERE SHUBS t GROUNDCOVER ARE PLANTED IN ISEP6, EXCAVATE ENTIRE BED 6 FiLL W/ PLANTING BACKPILL MIXTURE. 4. DEPTH OF PLANTING PIT-SLIALL NOT BE LESS THAN' l-1/2 TIMES THE DEPTH OF THE R00T5ALL. — PLANT SHRUG SO.TOP Or THE ROOTBALL IS FLU5H WITH FINISH GRADE — 3" LAYER OF MULCH ENTIRE PL4NTIN6 5ED - PLANTING BAGKFILL MIXTURE.- WATER f TAMP TO REMOVE AIR POCKETS COMPACTED BACKFILL MIXTURE 'C COMPACTED $UB_GRADE SHRUB PLANTINC DETAIL Ni'S M� s \v Notes. 1. Set;tree plumb to finish grade 2. No soil or mulch shalt be placed over the rootball. 3. All staking & guys shale. -,be removed approximately b months after planting or as directed by Landscape Architect. 4, Do not.cut central leader or top of tree. ap*siow release or contro.fled release €erazer on top of the rootball and planting 6ackfill mixture trunk flare visible tmparag/water bas ?n waod stakes of suit6le size to stabilize tree„ drive stakes below grade provide 3 guys of arbor tape or natural _ hemp tie arocind trunk attach and. tighten at wooden statRe, stake to be below grade TREE PLANTING ,& STAKING DETAIL ivrs e4) 2 "x4l'x16" PT. ,,L 01> --' BAT I`cNS, TOAIL 2 "x4" P.T. WOO? BRACES TO BATTENS DO NOT PUNCTURES TRUNK (4) 2 11x411 P.T. WOOD — BRACES TEMPORARY WATER BASIN- FORM SAUCER W/ 4 "44T. CONTINUOUS RIM FINISH GRADE I FEf2TiL3ZE TABLETS j - remove burlap from top of rootball top most root in rootball at surface. ,top of rootball visible rootball side is covered with mulch not soil 3'' Payer of mulch `i =ui General Notes: I Yinish grade is 2 -3 inches 1. All plant material shall be Florida No. 1 or better as given in the current Grades and Standards below top of rootball for Nursery Plants, 2"d Edition, February 1998, Florida Department of Agriculture and planting backfill mixture water arid: tamp to remove air pockets Consumer Services, Division of Plant Industry. 2. All plant materials shall be subject to inspection and approval by the Landscape Architect at PALM PLANTING DETAIL place of growth and upon delivery for conformity to specification. oFFloe. I IMENSIONS SHOULD SE VER RIED BY THE L ONTRACTOR WHO SMALL SE RESPON6ISLE 1 LL DIMENSIONS AND OONDITONS OF THE J ITTEN DIMENSIONS SHALL TAKE PREOEOEPo VER SCALED DIMENSIONS. OONTRACTOR SH, pTFY TRIO OFFIOE O ANV VARIATOM. I IMENSIONS ANO OONOITONS SHOWN ON T <! RA WINOS. SHOP DETAILS WITH AOEDUATEN 3. All plants shall be true to species and variety and shall conform to measurements specified. NTS All substitutions shall be submitted to the City and Landscape Architect for final approval. PROOEEDINO WITH RASRICAT IN11599E 4. All plants shall be exceptionally heavy, symmetrical, tight knit and so trained in appearance as OR T BY to be superior to form, branching and symmetry. Z 5. Contractor shall notify S. U. N. S. H. 1. N. E. (1- 800-432 -4770) for locations of existing utility lines 48 hours prior to beginning work. Contractor shall verify location of all utility lines and easements prior to commencing any work. Excavation in the vicinity of underground utilities shall be undertaken with care and by hand, if necessary, The Contractor bears full responsibility for this work and disruption or damage to utilities shall be repaired immediately at no expense to Owner. 6. Grade B +, shredded sterilized Melaleuca or Eucalyptus mulch shall be used in all mass I planting beds and for individual tree pits. All trees shall have a mulch ring with a depth of 3" C- and a diameter of 3'- 4' around their base. All mulch shall be kept 4" from base of all plant material. Mulch beds shall be a minimum of 12" wider than plants measured from outside T- edge of foliage. M 7. Sod shall be St. Augustine 'Floratam' solid and free of weeds, insects, fungus and disease, M laid with alternating and abutting joints. 8. All trees and shrubs shall be backfilled with a suitable planting soil consisting of 50 percent 00 sand and 50 percent approved compost. All plant materials shall be planted with a minimum j of 6 to 18 inches of this planting soil around the root ball. Refer to planting details. Planting o Q soil to be backfilled into plant pits by washing in. Planting beds shall be free from road, pea, v egg or colored rock, building materials, debris, weeds, noxious pests and disease, ,< 9. All trees shall be warranted by the Contractor and will be healthy and in flourishing condition of v active growth one year from date of final acceptance. ry Q 10. All shrubs, groundcovers, vines and sod shall be fully warranted for 90 days under same 0. condition as above. 00 11. All synthetic burlap, synthetic string or cords or wire baskets shall be removed before any trees are planted. All synthetic tape shall be removed from trunks, branches, etc before o inspection. The top 1/3 of any natural burlap shall be removed or tucked into the planting hole °. before trees are backfilled. Planting soil to be backfilled into pits by washing in. Cl) 12. All trees, palms and other plants shall be planted with the top of their rootballs no deeper than the final grade surrounding the planting area. 00 1-11 13. In areas where paved surfaces abut sod or mulch, the final level of both surfaces should be v14. even. All planting shall be installed with fertilizer at time of planting. Fertilizer shall be a complete Q fertilizer with a N -P -K ratio of 10 -3 -15. 15. All planting shall be installed in a sound, workmanlike manner and according to good planting a� procedures. Installation shall include watering, weeding, fertilizing, mulching, selective > pruning and removal of refuse and debris on a regular basis so as to present a neat and well kept appearance at all times. 0 v 16. All landscape and sod areas shall have an automatic irrigation system installed. Coverage should be 100% with 50% minimum overlap using rust free water to all landscape and sod areas. Spray upon public sidewalks, streets and adjacent properties should be minimized, wM Sodded areas and shrub/ groundcover beds should be on separate irrigation zones for a more efficient system. irrigation system shall be installed with a rainswitch device. ° 0 17, All landscape and irrigation shall be installed in compliance with all local codes. 18. The plan shall take precedence over the list, there ® plant should be any discrepancy between the two. W l— D z W LL O Q Z W M N N N O C O W1e??' "b;:.. i EMERgLD ROW '- 4' Cnnl. r a ,f 1 Uri � O Note: Sod and irrigate to edge of road. 700J1 �/V V ' V N 2'6o < I SH 900 gal SEPTIC F TA ALL BE REPLACED EE CIVIL DRAWINGS FOR ' S,, �7�� s CALCULATION J LO AND NEW t CATION) s RE E EXISTING 4" --SEWER LINE (By — _PLUMBER) X-F9ksaS�' '�'{r NEW 625 SQ.FT. DRAINFIELD. 01� EE CIVIL PLAN. =� 37 D / E n, I n �� l� Landscape Plan Scale 1"=10' 0 51 10' 20' NOTES: I. CONTAINER GRO(Nl SHRUGS . LOOSEN ROOTS AT EDGE OF ROOTSALL 2. BALL AND BURLAP SHRUBS - CUT a REMOVE BURLAP FROM TOP 1/3 0= ROOTSALL. TEMPORARY WATfdR- BASIN- FORt'4 SAUCER - W/ 3" CONTINUOUS RIM FERTILIZER TABLETS OP �F 12A _,, W,ry UR NEW ANK (By VED SEPTIC CTOR, RE PBCHD QUIRED) SEE RAWINGS FOR LOCATION AND ONS EXISTING 210 SF DRAINFIELD ac DISTRIBUTION BOX (TO BE REPLACED) 3. WHERE SHUBS t GROUNDCOVER ARE PLANTED IN ISEP6, EXCAVATE ENTIRE BED 6 FiLL W/ PLANTING BACKPILL MIXTURE. 4. DEPTH OF PLANTING PIT-SLIALL NOT BE LESS THAN' l-1/2 TIMES THE DEPTH OF THE R00T5ALL. — PLANT SHRUG SO.TOP Or THE ROOTBALL IS FLU5H WITH FINISH GRADE — 3" LAYER OF MULCH ENTIRE PL4NTIN6 5ED - PLANTING BAGKFILL MIXTURE.- WATER f TAMP TO REMOVE AIR POCKETS COMPACTED BACKFILL MIXTURE 'C COMPACTED $UB_GRADE SHRUB PLANTINC DETAIL Ni'S M� s \v Notes. 1. Set;tree plumb to finish grade 2. No soil or mulch shalt be placed over the rootball. 3. All staking & guys shale. -,be removed approximately b months after planting or as directed by Landscape Architect. 4, Do not.cut central leader or top of tree. ap*siow release or contro.fled release €erazer on top of the rootball and planting 6ackfill mixture trunk flare visible tmparag/water bas ?n waod stakes of suit6le size to stabilize tree„ drive stakes below grade provide 3 guys of arbor tape or natural _ hemp tie arocind trunk attach and. tighten at wooden statRe, stake to be below grade TREE PLANTING ,& STAKING DETAIL ivrs e4) 2 "x4l'x16" PT. ,,L 01> --' BAT I`cNS, TOAIL 2 "x4" P.T. WOO? BRACES TO BATTENS DO NOT PUNCTURES TRUNK (4) 2 11x411 P.T. WOOD — BRACES TEMPORARY WATER BASIN- FORM SAUCER W/ 4 "44T. CONTINUOUS RIM FINISH GRADE I FEf2TiL3ZE TABLETS j - remove burlap from top of rootball top most root in rootball at surface. ,top of rootball visible rootball side is covered with mulch not soil 3'' Payer of mulch `i =ui Landscape Architectu I Yinish grade is 2 -3 inches below top of rootball planting backfill mixture water arid: tamp to remove air pockets W LL OESIONS, IDEAS, ARRANGEMENTS. AND NRORMATON REPgfiSENTED BY THIS ORA6M RE PROPffRTY OF BE DESIGN ASSODI. PALM PLANTING DETAIL tdp.of backfill is 90% of rootball height oFFloe. I IMENSIONS SHOULD SE VER RIED BY THE L ONTRACTOR WHO SMALL SE RESPON6ISLE 1 LL DIMENSIONS AND OONDITONS OF THE J ITTEN DIMENSIONS SHALL TAKE PREOEOEPo VER SCALED DIMENSIONS. OONTRACTOR SH, pTFY TRIO OFFIOE O ANV VARIATOM. I IMENSIONS ANO OONOITONS SHOWN ON T <! RA WINOS. SHOP DETAILS WITH AOEDUATEN NTS PROOEEDINO WITH RASRICAT IN11599E Note: All trees and palms to be set so OR T BY that rootballs are 10% above final grade. Z SET PALMS PLUMB e TRUE TO GRADE TE FRONDS DURING TRANSPORTATION TO PROTECT GROWING TIPS. DO NOT TRIM ENDS FOR 8 a B PALMS CUT AND REMOVE BURLAP FROM TOP 1/3 ROOT54LL "HURRICANE CUT" SAESAL PALM FRONDS I 4 LAYERS — OF BURLAP WiTH 2 GALy, STEEL BANDS WRAPPED ARnajND BATTENS L�tAD DEPTH LAYER OF MULCH 2x444" P.T, WOOD STAKES MINIMUM 3" BELOW GRADE W co PLANTING BACKPILL MIXTURE ­WATER Landscape Architectu E TAMP TO REMOVE AiR POCKETS COMPACTED BACKFiLL MIXTURE COMPACTED SUB -GRADE W LL OESIONS, IDEAS, ARRANGEMENTS. AND NRORMATON REPgfiSENTED BY THIS ORA6M RE PROPffRTY OF BE DESIGN ASSODI. PALM PLANTING DETAIL oNE of THE DEelorve, IDEAas AND RRANOEMENTS SHOULD BE USED BY, OR ISCLOSED TO ANY PERSONR, FIRM OR rrsrR.I"r wNin�ason mTH. T oFFloe. I IMENSIONS SHOULD SE VER RIED BY THE L ONTRACTOR WHO SMALL SE RESPON6ISLE 1 LL DIMENSIONS AND OONDITONS OF THE J ITTEN DIMENSIONS SHALL TAKE PREOEOEPo VER SCALED DIMENSIONS. OONTRACTOR SH, pTFY TRIO OFFIOE O ANV VARIATOM. I IMENSIONS ANO OONOITONS SHOWN ON T <! RA WINOS. SHOP DETAILS WITH AOEDUATEN NTS Kimberly Moyer, ASU Landscape Architectu (954) 492 -9609 Lic. No. #LA0000952 LL OESIONS, IDEAS, ARRANGEMENTS. AND NRORMATON REPgfiSENTED BY THIS ORA6M RE PROPffRTY OF BE DESIGN ASSODI. AM. NO. ANO WERE OREATED, DffVELOPED AND YOLVfiO ROR THE SPECIFIED PROJECT ON oNE of THE DEelorve, IDEAas AND RRANOEMENTS SHOULD BE USED BY, OR ISCLOSED TO ANY PERSONR, FIRM OR rrsrR.I"r wNin�ason mTH. T oFFloe. I IMENSIONS SHOULD SE VER RIED BY THE L ONTRACTOR WHO SMALL SE RESPON6ISLE 1 LL DIMENSIONS AND OONDITONS OF THE J ITTEN DIMENSIONS SHALL TAKE PREOEOEPo VER SCALED DIMENSIONS. OONTRACTOR SH, pTFY TRIO OFFIOE O ANV VARIATOM. I IMENSIONS ANO OONOITONS SHOWN ON T <! RA WINOS. SHOP DETAILS WITH AOEDUATEN PROOEEDINO WITH RASRICAT IN11599E OR T BY E ITEM DA- co W ,< 0 Z ., 0. W Cl) W Q W W W W J L0 ® 0, D LL O ® Z 0 W1e??' "b;:.. meaamet go N d Ce y O Cc fA in d W f/S its o � y as go m O. W Z Z C ® W Q 'v y y W Y. W W ® N Co C4 19 W N o JOB ID 811.DUD DRAWINGEDITION 81131M 14.pin DATE 8M/09 DRAWN B