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Atlantic Boulevard 363 (2)
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I UVI_;U1LL FARCLL (PARCELS 1, C' (MJD 3 INCLUSIVE) I �- l'1 LOTS 7, Y AND 10, ULULF. 1, 6)1LA.WIC ULAC.H• FLAT 1, `_;UL�UIV151UiJ A, LCL FS 7, Y, In, 11, 12, 10, 14, 13, 16, 17 AND 10, 106171tiLR WIIH iHE. 1 �! � \ � AL:CUf,D1wL3 lO PLAT THLF,EOF, RF 114 FLAT Ul1UF.: 3, FADE 6y, CURREt4T WUR111 UM.G FEET OF 111E EAST 14 FEET OF LUT IV, 4LUCY 1, Al L(+NT IC . 1'UL'LLC f:ECURDS OF DUVAL 4(.)LIIJTY, FLORIDA. BE k_-AEPLAT 1, SOUDIVIOFON A, URRLNTINp 1p F'l_AT 711I.REOUF, REC COU IN I, � PI(ii k�UOi:: �, FAUE 69, OF THE CURRENT FUDLiC r:ECURDG OF UUVAL COUNTY, FYIRCLI_ fLl1F(li)A, bli MORE PARTICULARLY DESCRIUE_D iiS FULLCJWS; FUiI A I-oils OF . . 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DDD ❑DO ❑ o .�" s ; , i , t �• t �...._... �- rte'--- �Jtl�LhYL1U� � � �, � I + i nn i oil M !M4+044444 NEI is win Y y TAW � Oil _ 1 ! r � I A. 5 ; 0 0 THQMAS E . DUKE , A . I . A . ARCHITECT / tC • Mfr+.__.+_-= .. ` 1. .1, 1807 UNIVERSITY BOULEVARD S. JACKSONVILLE, FLORIDA 32216 (904) 721 --0434 FL.'--,lIC- # AR 0013266 MECHANICAL ENGINEER.- MYLER ENGINEERING 2136 MYRA STREET JACKSONVILLE, FLORIDA 32204 - (904) 403 9877 ; . ARCHITECTURAL ELECTRICAL A-1 GENERAL NOTES, ABBREVIATIONS, E-1 ELECTRICAL PLAN ` ... ; ' SITE VICINITY MAP & BUILDING SECTION. M.•-` fsr,, - - - A-2 FLOOR PLAN, WALL SECTIONS, DEMO NOTES f e f RECEIVED OCT 1 5-2002JJ I fr APPRVD llbulL.QW3 OFFICE~ f`y. TENANT IMPROVEMENTS FOR ATLANTIC BEACI I OFFICE 213 PRUDENTIAL REALITY JACKSONVILLE S l - - - - - - , PE�asEo FOR cays�ucrroN- io EPrE �- mju REVISIONS ATI NO DATE NOTES NOTE: CI.ARJiFY WITH ARCHITECT ALL MERRILL RnAB I ONS ABEI2T+VIATIONS NOT LISTED. �t iAl C Q AS. ANCHOR BOLT ELEV. ELEVATION I.D. INSIDE DIAMETER R. RISER r ACT ACOUSTICAL CEILING TILE EMER EMERGENCY IN5UL INSULATION R.D. ROOF DRAIN STAR RD 9 �q AFF ABOVE FINISHED FLOOR QVCL. ENCLOSURE INT. INTERIOR RIE REFER TO 9 AGGR. AGGREGATE EQ EG UAL R FR, REFRIGERATOR AL ALUMINUM EOU IP. EEOU IPMENT JAN. JANITOR REINF. REINFORCED .�� 1 ALT, ALTERNATE E.W. EACH WAY JNT JOINT REC)'D. REQUIRED APPROX. APPROXIMATE E.WC ELECTRIC WATER COOLER JST. JOIST RM ROOM ARCH. ARCHITECTURAL EXP. EXPANSION RO ROUGH OPENING AYUrANTIC BL TL T c ATLANTIC LV C BLVD EXT. EXTERIOR KIT. KITCHEN r BD. BOARD S SOUTH BLDG. BUILDING BLVDU z v FA FIRE ALARM LAB. LABORATORY SG• SCk.tD CORE a BLK BLOCKSC-ESD. SCHEDULE > > v FD. FLOOR DRAIN LAM. LAMINATE -i BLL:G. BLOCKING FD.C. FIRE DEPARTMENT CONNECTION LAV. LAVATORY SECT. SECTION as r ¢ ... BM. BEAM FON. FOUNDATION LT. LIGHT SF. SQUARE FOOT BOT BOTTOM FIE. FIRE EXTINGUISHER BHT. SHEET a 4 "� ' [t_f: A E. DUKE, A.I.A. BrVVN. BETWEEN _-.-=-.--.." �-.� FE FIRE E(TINGUISHER CABINET MAX. MAXIMUM SIM. SIMILAR �b = W �` B.Ux BUILT UP ROOFING FF. FINSH FLOOR MEC.-i MECHANICAL SPEC SPECIFICATION � -z �: -:.;��� HITECT B.W. BOTH ways "' a _�.. :: -._. :. F1aC FIRE HOSE CABINET' MEMB. MEMBRANE SQ: OR SQUARE FIN. FINISH MANUFAC $S. STAINLESS STEM. C.J. CONTRA JT. FI FINISH LINE M� TUUR, BEACH BLVD BEACH BLVD . 807/ UMVE tSltY�-`BOULEVARD MA. MANHOLE STAGG. STAGGERIUD `...... CLG. CEILING PLR. FLOOR MIN. MINIMUM STD. STANDARD BEACH BLVD _::: JACKSONVILLE, FLORIDA CLKG. CAULKING FLUOR, FLUORESCENT UORESCE1rIT STIFF STIFFENER o� a `` (904) 721-0434 .�� : :__-... misc. MI5CELLAhE01.15 Cr� I ,.n. . OUR, CLEAR RVD. FOUNDATION M.O. MASONRY OPENING 5TL STEEL Rd CMC . CONCRETE MasoRY UNIT sae. =AcG of BRICK MTI_ METALsTuSTRUCTURAL ----F LIC. # AR Q :� ::. .,.. ... COL COLUMN FAC. FACE OF CONWIE MUL MULLION SUSP. SUSPENDED w CONC, CONCRETE F.S. FULL SIZE TOUCHTON CONN. CONNECTION FT. FOOT OR FEET N NORTH TR TREAD CONSTR. CONSTRUCTION FTG. FOOTING NI.C. NOT IN CONTRACT T t B TOP AND BOTTOM CONT. CONTINUOUS FUM FURRING NO NUMBER 'TER, TERRAZZO GT. CERAMIC TILE NCAA. NOMINAL T t G TONGUE I GROOVE GA. GAUGE DEG. DEGREE GAL-v. GALVINtZED N.TS. NOT TO SCALL: THK THIS GAGE p J, TURNS BUTLER BLVD J. U NER BUTLER BLVD DETJDTL DETAIL G.C. GENERAL CONTRACTOR TOP OF C)G � ANTER TT!/ TYPICAL DF. DRINKING FOUNTAIN GL GLASS J. TURNER BUTLER BLVD DIAG. DIAGONAL GR, GRADE: O.D. OUTSIDE DIAMETER T.O.W. TOP OF WALL DIA. DIAMETER GYP. GYPSUM OR OVERHEAD TA•G TOP OF CONCRETE A ON. DOWN GYP. BD. GYPSUM BOARD OPG. OPENING T.OS. TOP OF STEEL. DS. DOWNSPOUT G.W.B. GYPSUM WALL BOARD CPR OPPOSITE UNO UNLESS NOTED OTHERWISE SITE #L DWG. DRAWING ► S HB. HOSE BIBB PCT. PRE-CAST VCT VINYL COMPOSTION TILEn p•� /� E EAST N.C. HOLLOW CORE PL PROPERTY LINE: VER VERIFY `� � d OCA! �ON (E) EXISTING H!C HANDICAPPED PLA1M. PLASTIC LAMINATE VERT VERTICAL EA EACH HDWD. HARDWOOD PLAS. PLASTER uj W WEST E�1. EXPANSION JOINT HDYe HARDWARE PLYWD. PLYWOOD W! WITH W E.IFS. EXTERIOR INSULATION AND HM HOLLOW METAL PR. PAIR U HR. HOUR W.C. WATER CLOSET BAYMEADUWS RD FINISH SYSTEM WD. WOOD � LL EL ELEV. ELEVATION HT. HEIGHT QT. QUARRY TILE Rea ELECTRICAL HW!O WITHOUT VAC HEATING. VENTILATION AND LL AIR COAD E TIOhIING •�� (� ( CENTERLINE �.J 0 R PLATE UL _ ,� VICINITY MAF' � � 'u L W GENERAL NOTES : CLEAN 1 NG Q � W _�_1 } L Al.CONTRACTORS SHALL FULLY INVESTIGATE Tl-E JOB SITE TO COMPARE:THE 16 CONTRACTOR SHALL INCLUDE IN BED THE REMOVAL OF DEBRIS AND CLEANING AFTER 37. THIS SET OF DRAWINGS SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT L GENERAL: W-CUTE CLEANING DURING PROGRESS OF TUE WORK AND AT COMPLETION OF CONTRACT DOCUMENTS AND EXISTING CONDITIONS RELATING TO CONSTRUCTION OF ALL FINISH TRADES. PRIOR WRITTEN CONSENT FROM ARCHITECT. THE WORKAS REQUIRED BY GENERAL. CONDITIONS. W r � NEW WOK AND LABOR, THE CONTRACTOR SHALL iNCWE COST FOR ALL WORK 17.CONTRACTOR TO PREPARE ALL FLOORS FOR NEW FLOOR FINISHES AS INDICATED ON PLAN. INDICATES DETAIL NUMBER 0r V Z DESCRIBED IN THE CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING 3II` THIS SET OF DOCUMENTS ARE CONSIDERED AS ONE UNIT AND SHALL NOT BE 2 DISPOSAL RErQUIRF-MINTS: CONDUCT CLEANING AND DISPOSAE. OPERATIONS TO COMPLY INDICATES SHEET UPON � V a COI+DITIONS. THE SL94ISSION OF A PRWAL SHALL EE CONSTRUED AS EVIDE NCE 1EI.VERIFY ALL DIMENSIONS IN THP! FIELD. DO NOT SCALE DRAWINGS: DIMENSIONS CONSIDERED 004RZM OR YAW If DO0JtNTS ARE SEPARATED IN ANY MANNER, WITH CODES. ORDINANCES. REGULATIONS, AND ANTI+OLLUTICNN LAWS AND WH104 DETAIL APPEARS ROOM NUMBER LL � � 0 EQU THAT SUCH AN EXAMINATION HAS BEEN MADE,AND LATER CLAIMS FOR,TABOR. GOVERN. LARGE SCALE DETAILS GOVE RN OVER SMALL SCALE DETAILS. DOCUMENTS SHALL NOT l3E SEPARATED FOR, THE PURPOSES OF SUBMITTING A BID 1N FULL COMPLIANCE WITH ALL NJDEp REGULATIONS. O � V) EQUIPMENT OR MATERIAL REQUIRED OR FOR DIFFICULTIES ENCOUNTERED. W41CH PROPOSAL. OR FOR THE SEPARATE PHASE OF ANY CONSTRUCTION. CLEANING MATERIALS WHICH WILL NOT CREATE HAZARDS � WOULD 14AV'E BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. 19 SUBMIT F(R ARCHITECT AID ONINERS RfVIEJJEL AND CONSIDE3tATION ALL BUILDING 39 THESE DONS ARE PRE PAl� FOR THE USE OF THE GENERAL.CONTRACTOR AND TO WEALTH OR PROPERTY. AND 3, PRODUCTS: USE ONLY THOSE CLEANING WILL NOT DAMAGE SURFACES. OR (2D Lur...J V SAMPLES, PRODUCT LITERATURE AND OTTER PERTINENT DATA OF ANY PROPOSED Z THE CEITHER IN VVHOLE OR IN PART USE ONLY THOSE CLEANING MATERIALS AND METHODS RECOMMENDED BY T14E DOOR NUMBER Oh1FRACTORS SHALL VERIF=Y ALL DIMENSIONS AND SHALL NOTIFY MARCHITECT OF SUBSTITUTIONS. HIS $LIBCONTRACTOR$ AND IN NO WAY. ANY CONFLICTS BETWEEN THE CONSTRUCTICN Ply AND EXISTING CONDITIONS. THE CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD MANUFACTURER OF THE SURFACE MATERIAE. TO BE CLEANED. --, CONTRACTOR SHIM. ALSO NOTIFY TIE ARCHITECT OF ANY OMISSION OR WfUCT IN THE 20L SUBMIT FOR ARCWITEECTS REVIEW PRIOR TO FABRICATION OR PURCHASE.SHOP TO CONSTRUCTION MEANS, W734ODS OR TECHNIQUES. ARCHITECT DOES NOT USE CLEANING MATERIALS ONLY ON SURFACES RECOMMENDED BY THE CLEANING MATERIAL DETAIL REFERENCE DRAWINGS AND ANY MIRICTIONS REBATED TO THE VMTION OF THE WORK ALL DRAWINGS, OR S941.E5 FOR ALL MILLWORK CUSTOM META, WORK INCLUDING CABINETRY, INTEND TO EXPRESS ANY OPINION. DIRECTION OR INSTRUCTION OF ANY KIND MANUFACTURER, CONFLICTS SHALL BE RESOLVED PRIOR TO RE INSTALLATION OF ANY WORK GLASS WALLS AND DOOR ASS943LIES AND ALL OTHER ITEMS AS MIRED IN THE CONTRACT DOCUMENTS. WHATSOEVER AS TO THE MANNER IN WHICH THE! CQNSIRUCTION WORK IS TO BE 4. EXECUTION: THE GENERAL CONTRACTOR AND SUB-TRADEw5 SHALL EXECUTES PERIODIC 3 THE CONTRACTORS SHALL THOROUGHLY RKEW THE EXISTING CONDITIONS TO IDENTIFY ACCOMPLISHED, CLEANING TO KEEP THEM WORK THE SITE, AND ADJACENT PROPERTIES FREE FROM CL THE IMPACT ON ANY EXISTING FUNCTION,AND SAL COORDINATE HIS WORK SCHEDULES 4Q NOTICE OF DUTY OF COOPERATION: ACCEPTANCE OF THESE DRAWINGS AND ACCUMULATIONS OF WASTE MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM SECTION R ER NCE PRIOR TO T OF NEW WORK WITH ARCHITECT AND CANNER. 2L CONTRACTOR SHALL.DO ALL CUTTING FITTING AND PATCHING WORK THAT MAY BE CONSTRUCTION OPERATIONS. REQUIRED TO MAKE ALL PARTS OF THE PROJECT COME TOGETHER PROPERLY. SPECIFICATIONS CONSTITUTES AND DESIGN NT FOR E TURA L114WGCOOPERAA BETWEENTCT PROVIDE CNN SITE CONTAINERS FOR THE COLLECTION OF WASTE MATERIALS. DEBRIS, AND 4. THE CONTRACTORS SHALL BE SOLELY RIESPONSISLE FOR. AND HAVE CONTROL OVER, THE GENERAL CONTRACTOR AND DESIGN CONCEMF'TS. A1.7TIQUGH ARCHITECT RUBBISH. ENATION ALL CONSTRUCTION MEAS.TECMIQUES.SE-(NUHNCES AND PROCE ARES AND FAR 22.PROVIDE AND INSTALL ALL PARTITION DOORS AND BUCKS DESIGNATED ON DRAWINGS, AND ITS CONSULTANTS HAVE PERFORMED THEIR SERVICES WITH DUE CARE AND REMOVE WASTE MATERIALS, DEBRIS.AND RUBBISH FROM THE SITE PERIODICALLY. AND COORDINATING ALL PORTIONS OF THE WORK RI=QUIRI*D BY T}E (�NTRACT DOCUMENTS, 23. THEY CANNOT GUARANTY PERFECTION. ANY AMBIGUITY OR DISPOSE OF AT LEGAL DISPOSAL ARF.A�S AWAY FRCJM THE SITE:. ELEVATION REFER NCE 23. PROVIDE: SUFFICIENT FRAMING FCR ALL WALL OPENINGS REIUIRED BY DUCTWORK AND DISCREPANCY IN THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE t���,�:�. i UNLMS SPECIFICALLY EN07M TO THE CONTRARY,ALL NEW WORK IS IN CONTRACT. RETURN AIR, BOTH ABOW AND BELOW HUNG CEILING. THESE ARE TO BE COORDINATED REPORTED TO ARCHITECT IMMEDIATELY, FAILURE TO COOPERATE SHALL BE 5. DUST CONTROL CLEAN INTERIOR SPACES PRIOR TO THE START OF FINISH PAINTING. � `� �► °` �'•,� CONTRACTORS SHALL FURNISH ALL LABOR,MATERIALS,EQUIPMENT AMID SERVICES WITH HVAC ALTERATION DRAWINGS. SIMPLE NOTICE TO ARCHITECT SHALL RELIEVE ARCHITECT FROM AND CONTINUE LEANING ON AN AS+JEEDE3D BASIS UNTIL PAINTING IS FINISHED. NECESSARY TO COMPLETE TIE PROJECT OUTLINED ON THIS SET OF PLANS OR REASONABLY RE=SPONSIBILITY FOR ALL CONSEMENCES RESULTING Tl-ER,ffROE4.CHANGES MADE SCHEDULE OPERATIONS SO THAT DUST AND OTWER CONTAMINANTS RESULTING FROM COLUMN UNE: NUMBER V � •• INFERABLE FROM THEM. 24. ALL PARTITICENS SHAH.BE CONSTRUCTED IN ACCORpA1NCE WITH MANUFACTURER'S FROM THE DRAWINGS AND OR SPECIFICATIONS WITHOUT THE CONSENT OF ARCt-h CANING PROCESS WILL NOT FALL CxV WET, NEWLY-COATED SURFACES. �'; RE�DATIONS FOR DEFLECTIONS NOT TO EX( 1!240 OF THE SPAN TECT, ARE UNAUTHORIZED AND SHALL RELIEVE ARCHITECT OF ANY I L 66 THE CONTRACTORS SHAD.COMPLY WITH ALL APPLIC.PaE FEDERAL.STATE AND LOCAL BUILDING CODES AND REWIREMI"NTS. 25. CONTRACTOR SHALL REFER TO PARTITION TYPES FOR ACTUAL WALL THICNESS. RESPONSIBILITY F=OR ALL CONSEQUENCES ARISING OUT OF SUCH CHAUNC-E(Sl FINAL CLEANING 41.EACH CONTRACTOR AtdD SUSCUCRACTOR. PARTICIPATING IN THE CONSTRUCTION OF S�( ' .• , I.THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS 26. THE CONTRACTOR SHALL PROVIDE AND INSTALL NONCOMBUSTIBLE BRACING AND THIS 'rMANT'S SPACE' SHALL BE DULY LICENSED AND EACH CONTRACT AND 1. UPON COMPLETION OF WORK; CONTRACTOR, WILL PROVIDE A BROOM CLEAN AND MOPPED •»,��',/ � •• ��'►�` REWIRED BY THE LOCAL AUTIMITIES DURING THE COURSE OF THE WORK THE BLOCKING AS REQUIRED TO SUPPORT ANY WALL-MOUNTED FIXTURES.SHELVING.COUNTER SUBCONTRACTOR SHALL CONTAIN Ttt GUARANTEE OF THE CONTRACTOR AND TIME DOWN SPACE. ALL NEW RUBBER BASE SHALL BE FREE OF CONSTRUCTION DUST. ALL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY VARIANCE WITH CODES IN FORCE THE TOPS, CABINETS,ETC. ALL WOOD BLOCKING OR BRACING SHALL BE PRESSURE TREATED, SUBCONTRACTOR THAT TUE PORTION OF TENANTS WORK COVERED THEREBY WILL CONVECTOR ENCLOSURES CLEANED DOWN AND FREE OF ALL SHOE MARKS AND MATTE=RIAL CONTRACTOR SHAH BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC FIRE RETARDANT. AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK 42. THESE DOCUMENTS ARE THE PROPERTY OF ARCHITECT AND TENANT NO PART �' TS. 27.ALL DIMEN61ONS SHOWN ARE FACE OF STUD OR MASONRY, UNLESS CITTEERWISE NOTED, OF THESE DOCUMENTS (DRAWINGS AND SPECIFICATIONS)SHALL BE USED FOR ANY LABELS AND OTHER CODE SUMMARY 8,ALL CONTRACTORS SHAM PROVIDE ANS MAINTAIN PROPER AND SAFE WORKING OTHER PROJECT EXCEPT FOR TUTS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT FOREIGN REMOVE '�E' MASTIC, ADHESIVES, DUST STAINS, FINGERPRINTS, CONDITIONS AT ALJ. TIMES INCLUDING BUT NOT LIMITED TO APPROPRIATE TOOLS, 2a DIMENSIONS NOTED '+P ARE THE ONLY DIMEBNSIONS ADMTABLE WITHOUT APPROVAL � 'ARCHI�r FOREIGN MATE .IRIS FROM SITE EXPOSED INTERIOR AND EJ(TI=RIOR SURFACES. OPTICS RENOVATIM FOR PRUD �[jj Jy� ALITY RELEASED FOR CONSTRUCTION EQUIPMENT SCAF F LDD4 SHORING. ETC OF THE ARCHITECT. GROUP Ir BUISNESS OCCUPANCY. 43. CONTRACTOR SHALL PROVIDE CERTIFICATE OF OCCUPANCY. 3. WASH AND SUING GLAZING AND MIRRORS. POLISH GLOSSY SURFACES TO PATCH. DATE: 10 SEPTEMBER, 2002 TYPE ' !V ' CONSTRUCTION. UNSPRINKLERED, UNPROTECTED. 9 NO SUBSTITUTION OF MATERIALS AND/OR CON.STRUCTICN ITEMS SPECIFIED WILL LE 29.THE CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS AS INDICATED ON PRIOR TO TENANT OCCUPANCY. A PRIOR TO FINAL COMPLETION OR OWNER OCCUPANCY, CONTRACTOR SHALL CONDUCT AN TOTAL AREA SUITE 'lf 1966 SE, ALLOYED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT" OWNER, TH-E DRAWINGS. ALL GENERAL PURPOSE FIRE EXTINGUISHERS (FV SHALL BE PORTABLE, INSPECTION OF SIGHT EXPOSED INTERIOR AND EXTERIOR SURFACES. AND ALL WORK TOTAL AREA SUITE 'T 1211 $ 10.SUBSTITUTIONS WILL BE ALLOWED WHEN THE SPECIFIED ITEM CANNOT BE OBTAENirD TYPE =-209-0 FIRE EXTINGUISHERS. ALL EXTINGUISHE=RS SHALL BE SURFACE IMOUNTED AREAS. TO VERIFY THAT THE: ENTIRE WORK AREA 16 CLEAN. OCCUPANCY LOAD SUITE '1T - 100 SFJOCC - 20 CCC ABBREVIATIONS, WITHIN THE CONTRACT TIME. SPECIFIED ITEM ARE TO BE USED AS A GUIDELINE FOR AT A DIGHT OF 4T ABOVE THE FINISHED FLOOR (TOP OF EXTINGUISHER) OCCUPANCY LOAD SUITE '3' - 100 SFJOC:C - 13 OCC: DESIGN. S94M ARE TO EE SUBMITTED TO THE ARCHITECT FOR APPROVAL Off-IM 3QFC SYSTEM EM TIO EE REVISE? R NEW T13NANNT IENPROOM I APPLfC,A1N.E SUBSTITUTION. IST OF APPLICABLE CODES.-APPLICABLE CODES: VICINITY MAP, GENERAL 1L EXTRA CASTS: TES OWNERS WRITTEN AUTHORlZATICN MUST BE OBTAINED PRIOR TO 3L ALL BUILDING COMPONENTS BELONG TO TH•E LANDLORD. VERIFY WITH FLORJDA BUILDING CODE 200L 2002 REVISIONS A NOTES THE ORDERING of ANY MATERIALS.CONTRACTS.OR THE ExEaLnaN OF ANY WORK IN LANDLORD FOR STOL�,4Cf LOCATIONS. GENERAL FLORIDA FIRE PREVENTION CODE 2001 EXCESS OF ORIGINAL. CONTRACT. 32.CONTRACTOR SHALL INSPECT EXISTING 14R DEMISING WALL FOR ALL PFKTRATIONS FLORIDA BUILDING CODE 2001 (FLORIDA FIRE PREVENTION CHAPTER36) AND SEALS. RETRO FIT ANY PENETRATIONS NOT CONFORMING TO UL LISTINGS. FLORIDA BUILDING CODE 2001 hE0IANICAL ix ALL ADJACENT WORK SHALL BE PROTECTED FROM DAMAGE CAUSED BY THIS WORK ANY FLORIDA BUILDING CODE 2001 (ELECTRICAL SYSTEMS C:APTER Zn DRAWN BY: CLW CHECKED BY: TED RECURRENT DAMAGE IS THE: FINANCIAL RESPONSIBILITY OF THE CONTRACTOEZ 33,CONTRACTOR SHAM. CONTROL NOISE PRODUCING ITEMS (STMOS)AT ALL TIMES, FLORIDA BUILDING CODE: 2001 PLUMBING FLORIDA BUILDING CODE 2001 (FLORIDA ACCESSIBILITY CHAPTER 11) PROJECT NO. 6002 13.THE CONTRACTOR SHALL I� THE PROJE=CT SITE REASONABLY CLEAN AND RZM FROM SH ALL WORK AND TED RIALS USED TO ACCOMPLISH DESIGNATED WORK FLORIDA BUILDING CODE 2001 FUEL. GAS HAZARDS AT ALL TIMES. ALL EXISTING E SS RECUt.EIRR4RM ARE TO EE MAIENTAIM�, SHALE.BE COOK APPLICABLE) WITH CONTRACTOR TENANT SEI TATIVE SHEET THE OUmAGTOR SHALL REMOVE ALL TRASH AND DEBRIS,BRooM CLEAN THE ENTIRE MEN AP TO DEL©AND BUILDING OWNER 1�Pt2l 5EfNTATIVE WITH PROJECT AgF.A AND LEAVE THE SITE IN A REASONABLY CLEAN OONDITICNN DAILY, IN THE RESPECT TO DELIVERY AND STORAGE. JUDGMENT OF THE BUILDING MANAGEMENT. 35,CONTRACTOR SHALL PEI NO PORTION OF THE WORK AT ANY TIME WITHOUT APffl)VED CONTRACT DOCUMENTS. 14 TWO(D WEEKS PRIOR TO COMPLETION.It CONTRACTOR SHALL NOTIFY TINE ARCHITECT AND OWNER TO COMPLETE A PUNCH LIST OF CORRECTIONS. 36. CONTRACTOR I5 RESPONSIBLE FOR COORDINATING ALL ARCHITECTURAL. MEGIANICAL TELE HOME.ELECTRICAL(IN=ING LIGHTINGI AND a ALL WORK SHALL COMPLY WITH GOOD TRADE PRACTICE.REGULATIONS OF THE CITY, MWING SO TO ENSURE THAT REQUIRED CLEARANCES FOR INSTALLATION STATE AND FEDERAL GOVB�NMENT AGENCIES HAVING JURISDICTION. AND MAINTENANCE OF ALL EQUIPMENT ARE PROVIDED. OF 2 A SHEETS i EXISTING TOILET ROOM TO REMAIN. BOTTLE WATER COOLER CLEAN AND REFURBISH FIXTURES. 4-I1• 14-8 1/7 LEGEND: REVISIONS REPLACE EXISTING FAUCETS W/ _ EXISTING ONE• MF, RATED DEMISING WALL ACCESSIBLE UNIT. TO DECD NO. DATE NOTES _ coNTRAcroR ro vERI�r AIS MAINTAIN INTEGRITYOF UL DE GN NUMBER U419. Q ^ 1Y ROTATE PHONE BOARD 90 TO EXISTING WALLS TO REMAIN T 1 k CONSF-l+l VIEW FROM CORRIDOR. p TOILET f 1!T GAB. EA. SIDE 3 5/8 MTL STUDS \ f. \ f` TOILET 2 FIRE= EXTINGUISHER 24. OCL TO 5-0' AFF. W/ WD, CAP AND CASING. COMt?UTER KITCHENETTE SEE SECTION UA-L koe IT G.W.B. EA SIDE 3 5/8' MTL STUDS 24. O,C. TO CEILING. SEE SECTION 2/A L g g• 6-V 4 NEW PHONE OUTLET. CONNECT TO EXISTING CIRCUIT, 2 ; 15-T i f , l j /10 15-T 0 NEW 110 V DUPLEX RECEPTACLE. CONNECT TO EXISTING CIRCUIT. k mA l MAILJFAX _ T -?- A E. DUKE A.I.A. k yye3j �:_ RELOCATE EXISTING CABINETS AND MAIL SLOTS. -- �"- PATCH AND REPAIR ALL EFECTE? FINISHES. B I DEMOLITION NOTES RELOCATED CABINETS AND MAI HITECT r: k SLOTS. 6 I. REM ALL EXISTING CONSTRUCTION A5 REQU(E7 FOR NEW CONSTRUCTION.COORDINATE WITH OWNER. == _ 84 UNIVE2SITY-.BOULEVARD S:::::: 9'-5 314• - - JACKSONVILLE, FLORIpA 322E ;: : — — 2. PATCH AND REPAIR All WALLS, t COVERING, BASE, CEILING AND RELATED FINISHES ADJACENT TO ARE=AS OF 3� (904) 727-0434'`• ...... ::::.::.:::.. =::=-__ !` _- "= ._" _ . w DEMOLITION. WHERE DEMOLITION AFFECTED THE EXISTING FINISHES. 18' WIDE SHELF 30' AFF. 3. CONTRACTORS SHALL COORDINATE THE SEGUENCE FOR DEMOLITION AND THE LOCATION OF ON SITE STORAGE AREAS FOR EXISTING ITEMS TO BE REUSED, AND ' . PROVIDE THE OWNERS REP. WITH COPIES OF DEMOLITION INVENTORY. 4. THE GENERAL. CONIRATOR SHALL COORDINATE W i TH THE WCHAN I CAL. E` ELECTRICAL, PLUMBING. AND FIRE PROTECTION ENGINEERING DRAWINGS FOR ADDITIONAL DEMOLITION REQUIRED FOR FUTURE TENANT IMPROVEMENTS. N 5. REMOVE ALL CONSTRUCTION SHOWN ON THE DRAWINGS AS EXISTING -I" TO BE REMOVED, INCLUDING, BUT NOT LIMITED TO: PARTITIONS, I ' AGENTS 2 FECE 2 (INCLUDING ELEMENTS OC CURING ABOVE THE FINISHEDCEILINGSI QM HANGERS, STRAPS AND OTHER ACCESSORY OBJECTS CONNECTED WITH i THE ITEMS BEING REMVED. 6, THE DISCONNECT OF ALL ELECTRICAL DEVICES REMOVED SHALL BE AT THE 1 -------_.. SUPPLY JUNCTION BOX OUTLETS AND SWITCHES SHALL BE STORED ON SITE 4 FOP, REUSE WHERE FEASIBLLE. n 5 4 7. WHEN CARPET AND PAD IS BEING REMOVED, THE MECHANICAL ATTA041EVT Q TO THE CONCRETE FLOOR SHALL ALSO BE RF.MOVEED. EXISTING BASE TO REMAIN. a WHEREGLUE DOWN CARPET. RESILIENT FLOOR, OR OTHER GLUED FLOORING INSTALLATION IS REMOVED, REMOVE ALL ADHESIVE TO LEAVE FLOOR WITH 18' WIDE SHELF 30' AFF. A SMOOTH LEVEL. FINISH. 9, ALL EXISTING BASE SHEALL BE REMOVED, AND WALLS, IF TO REMAIN, SHALL BE w REPAIRED 80 AS TO CREATES A SMOOTH SURFACE READY TO RECEIVE NEW BASE. CONFERENCE 1 QQNNU r< 2 10, GENERAL CONTRACTOR IS T'0 EXPLO ZE SITE AND BUILDING AND NOTIFY ARCHITECT OF � LL Q 5� a� ANY POSSIBLE PROBLEMS OR DRAWING EXCLUSIONS PRIOR TO COMI0NCING WITH PROJECT, LL C) • B CONFERENCE!Zi a _1 FINISH NOTES SUITE 'T 0 0 1a 1. PAINT ALL WALLS IN OFFICE EXCEPT VINYL WALLCOVERING IN CONFERENCE ROOMS. 0 LLLL 2 CARPET TWROUG14OUT OFFICE EXCEPT TOILET RMS. EXISTING TO REMAIN. LL r � oll 3. CLEAN AND REFURBISH USTING TOILET ROOM AND FI TURErS. Lu Lu Z �.! PROVIDE WALL MOUNTED C PROVIDE WOOD BASE (TYPICAL.1 ALL FINIS14ES TO BE BUILDING STANDARD. 0 COUNTED TOP • 39 AFF MATCH EXISTING COUNTER a WOOD BASEBOARDS TO REMAIN - REPAINT. d w LAMINATE W1 EXISTING 4 > C� COUNTER, b O MANAGER _- FRAME PROVIDE T GA AND MILLWORK NOTES � C> z �� FRAME. PROVIDE ur GAB. OVER � 3.3/8• METAL STUDS TO MATO-) !/ ADJACENT FINISIL �`J 1. PROVIDE UNDF-RCOUNTER BRACTS A5 Rt:QU1RED r0 SECURELY BRAG ALL COUNTERTOPS. v Lu F"" / 2 DIMEENSIONS SHOWN ARE FOR DESIGN INTENT ONLY. FIELD VERIFY EXISTING CONDITIONS � ! T� Z v) ===_ PRIOR TO CONSTRUCTION. Q 3 PROVIDE PLASTIC: LAMINATE FINISH TO MATCH EXISTING MILLWORK RELOCATED FROM SUITE '12". LU „•,j V C AI DOOR SCHEDUE . EXISTING FLOOR PLAN SUITE 012" FLOOR PLAN SUITE '3' L � 7 SCALE: 114' - {-0' 2 X 4 STUD SCALE: 114' - 1'•U" 3 la 3 ill' X 3/ib STL ANGLE - PRIMED BUILT UP ROOF OVER STEM BAR JOIST 4070 LOUVERED W000 BIFOLq DOOR TYPE 'A' RIGID INSULATION (I), (:I), (a), (2:), 112' G.W.B. O, ®' (:i). Q J 3/4" X 6 51T WOOD CAPc rri- EXISTING DOORS TO REMAINLLI CEILING ABOVE R- I 1 BATT INSUL EXISTING, .,.►`�,, �a ��rx�V WOOD CASING EXIST, 7 X V SUSP. ACOUST. C.G. ACOUSTICAL CEILING =* =t •t = :` (� •.. 1' V ML 454 3/4 X 2 r - PLAN DETAIL I Hi,DEMISING WALL - ` �' � 4 r A TO DECK UL U-419 _ MYLLOUV!:RED WD, A-1 SCALE: 314' • NY EXIISI 518144 PEFIRE= STEED G. SIDES TION WIN ONE F _ �� �'• 1 AT 2A' O.Q VERIFY CONSTRUCTION TO MEET REQUIRMENTS = := - -.x IFOtD .� ./A OF UL DESIGN U419 IN FIELD. MAINTAIN NTEGRETY OF 14 R RATING AT ALL INTERSECTING EXI S I TNG CONCRETE SLAE3 '. ( • . c I k 2 X 4 STUD r PARTITIONS TYPICAL.. WELD STL ANGLE TO 3 W X 6 X 3116 . h STL PLATE - PRIMED 4 - UT G.WB, G,wB. BUILDING SECTION DOOR TYPE ANCHOR PLATE TO LONG SLAB W! 1!T G.WB. EA SIDE= 3 518' 3 Ill' EXPANSION ANCHORS NOTE::56W. OR INFORMATIONAL PURPOSES ONLY NOTE: REMOVE EXISTING HARDWARE AND REPLACE WITH RELEASED FOR CONSTRUCTION MTL STUDS 24" O.0 COMMERCIAL GRADE LEVER-TYPE ACCESSIBLE HARDWARE ON ALL DOORS. B BASE PLAN DETAIL DATE: 10 SEPTEMBER, 2002 112' GRB. EA. SIDE: 3 5/8' A I SCALE; 3/4• - 1-0' / " METAL STUDS 24'STUO.C. 9'-FNERIFY) FLOOR PLAN, Mn- DS 16` O.C. AREA OF CONSTRUCTICXV 5 IT X 3/4' WOOD TRIM 4 PAINT TO MATCH WALL � RIRR WALL CABS. EVEN WITH FACE: OF PAPER SLOTS 4 4 WALL SECTIONS r DEMO NOTES EXIT EXIT EXIT GARNER MOILED (�2 x 4 'P - - -- - = V N -j. 10 WD. BASE TO MATCH ,p1p Q -- - EXISTING w G.w6. STL ANGLE WDBASE TO MATCH "' DRAWN BY. CLW CHECKED BY: TED EXi5TING 2 x 4 � \_ � \ _� � •- - •- - - PROJECT NO. 6002 4 P 4 EXIT 4 EXIT SHEET Bulic IT SEE NOTE I COMPUTER TER WORK S TAT I ON KEY PLAN / LIFE S AFTE Y PLAN A �"�" 1 TYPICAL WALL SECTION TYPE `A` G SECTION TYPICAL WALL SECTION TYPE 'B` s PLAN DETAIL A B 2 SCALE: 314' - r-q A`1 SCALE: 314" s f- A-1 SCALE: 3/4• - I'-0' A I SCALL=: 1' - r-V A"I 1/4" • r-0" OF 2 A SHEETS REVISIONS NO. DATE NOTES ELECTRICAL N 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2002 NATIONAL ELECTRIC CODE (NEC) AND LOCAL CODES APPLICABLE TO THIS TYPE OF INSTALLATION. 2. ALL WIRING TO BE THWN SOLID COPPER, CONDUIT SHALL BE RIGID PVC. 3. NEUTRAL WIRES SHALL BE SIZED IDENTICALLY WITH PHASE CONDUCTORS, UNLESS OTHERWISE IDENTIFIED IN THIS PLAN. EXISTING 100A, 3PH-/4 WIRE 4_ ALL CONDUCTORS SHALL BE J12 AWG UNLESS OTHERWISE INDICATED IN THIS DRAWING 120/240 VT. ELECTRICAL OR PANEL SCHEDULES. EXISTING EXHAUST PANEL EXISTING 5. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL BE RUN WITH A #12 GREEN WIRE UNLESS FAN TO REMAIN TEL./DATA OTHERWISE INDICATED, ALL OTHER BRANCH CIRCUITS SHALL INCLUDE A GROUND SIZED PER BOARD NEC REQUIREMENTS. 6. UNLESS OTHERWISE SPECIFIED, MOUNT LIGHTING SWITCHES 48" AND RECEPTACLES 18" AFF. LIGHTING SWITCHES AND RECEPTACLES MAY BE FIELD LOCATED TO ACCOMODATE SERVICE TO DEDICATED EQUIPMENT UPON OWNER APPROVAL 7. CONTRACTOR SHALL FIELD VERIFY THE EXISTING FIELD CONDITIONS TO VERIFY THAT CAPACITY :y:'C >[Y! " __v - -__..-----------.--_._____.._.- _.__ ... EXISTS FOR NEW LIGHTING AND POWER CIRCUITS As REQUIRED BY THE NEW INTERIOR LAY-OUT DUKE, A.I.A. 2 O PRIOR TO BID. _ E. A'. PHONE HITECT 1=73 L.701ILI :_: 1807/_ UNIVEOSITlf..BOULEVARD JACKSONVI LE, FLbRtDA 322jwA.:::�.-" (90;4) 721--0434 if FL. LIO. # AR :40ii Ij G: Pd r3 i -, MAIL/COPY/FAX (77 �i LEGEND AND PLAN NOTES- 2 f �_ i i EXISTING 2' X 4' ACRYLIC LENS FLUORESCENT LIGHT FIXTURE LA {' P, EXISTING INCANDESCENT, DOWN LIGHT FIXTURE f i LL �/ I - M_-: I� ,�� EXISTING RECEPTACLE TO REMAIN � LL LL Q f > EXISTING TELEPHONE/DATA RECEPTACLE TO REMAIN _r.! 0 0 0 AGENTS 2 _ CO FE -ENCE 2 0 LL f r= EXISTING SWITCH TO REMAIN LL I t -� W � EXISTING EMERGENCY LIGHT TO REMN 4 Lu > rn Q (ID 01 NEW INCANDESCENT DOWN LIGHT, MATCH EXISTING 0 w a'' ® NEW DUPLEX RECEPTACLE L z w -. .. v F-- 0 Qt--- -- - I� NEW TELEPHONE 8c DATA RECEPTACLE LLILL (n g AGENI ' T..^ _:-_?�Tr: �l____.�___...�._._,_....._ {� S 1 ; I _.._._.-_. __ It NEW SWITCH J CONF. I C) �.. PLAN NOTES 1O PROVIDE NEW 3--WAY SWITCH AND LIGHTING CIRCUIT, VERIFY CAPACITY. 1 j 2O PROVIDE NEW SINGLE SWITCH AND LIGHTING CIRCUIT, VERIFY CAPACITY. I I = 3 PROVIDE NEW DUPLEX RECEPTACLE, CONNECT TO EXISTING CIRCUIT WHERE PERMISSABLE, ADD NEW CIRCUIT WHERE REQUIRED. L� wl i Q PROVIDE NEW TELEPHONE AND DATA RECEPTACLE, CONNECT TO EXISTING TEL/DATA G.._...___. _... `I BOARD, VERIFY CAPACITY, Q 3 Q PROVIDE NEW QUAD RECEPTACLE WITH DEDICATED CIRCUIT. • r r�lllll 11 / ELECTRICAL PLAN NOT RELEASED FOR CONSTRUCTION SCALE: 1/4' = 1'-Q" PLAN NORTH DATE: 23 APRIL, 1999 ELECTRICAL PLAN DRAWN BY: AIH CHECKED BY: T® PROJECT NO. 9903 SHEET 1 OF 1 SHEET 3t, 3 CITY OF ATLANTIC BEACH FLORIDA BUILDING PLANS ADDRESS 3/ 3 Arc-AtjriC '8LUa, RE# I bq -7 3�- t9ecso OTHER INFORMATION a � vakr CAVI I t 4•dT�Va�t"� Mufnc. � IT titH ;� INK Q re^"T- rVLW ]yam t �. 1 C 1 c4 MA40#4 IL � t i i Q r f � i app k <: ftpe" } ! ( ! c EKI OIFInaf4 crr{ Ge►+µ.To'p le Ox►�T 41 K � EKI!'r __- i ' Po W a R P L"A' r•l R Gor-tn o G P p.N I N4- MAT tal.4 Am4l: Vh8Q1L �3U�P1.1 BD lo. f.IR Go>,tr�ITIoNIt`1G G o } ELEG FCIGp.L D E5 {(a .K. �ICPeI�TI opt , ,J/.clL�reNVtt.l.� sl�hw pRf•Rs hw .v1 R - „z ,4 T N T I,OILIId , µo �xG�pp'�'I tv14 GoNT G'}' G�k t:►fr.D ENIERd+`f �3, °- � N-1- IG LE orDEJi's WHAI<D L00401LE6f•N Sol I f hNaL�515 . 1,r. Mfo amu. >s1xTuRfs CH"Ify Ex14T. 3 Yoh S�sv&H �Nsmwi - 3.v�R{ Ex{5T 4WtV1Gf hND GON►JtiL/I'IoN�ii h1.+n IDf. I {oN ryy�tfi�- swMci'c 6 KWµ 2T�N SPV �r16T�1+'1 wlfH h4 �iapulRED � �H4PfIG eP�RI�fIoN o P h ti:�u{ MG►•t edN�r.� Na. fiqul�M 4, R� 1vt: XH FNJ4 /ANG du Y1ohl k . 6u PPtaE.v 1W � s.� TRI►n!f 6. rKoV 10 �NDI C1? I'I L,44v .3, Ri. Am -M. 3,mF TPSO . ` sq# � a t at'~•\... l,~ eh. ^;L q. •.�`i -�� .�„W. a �w -4P ti yp *'Vr W • r t tr .3, ,7E.• �. ♦iC :'}. ~- .(. 7F. .� TCI Y', 1- - -'r, •. �.c fI- I `F i � +'% .. '.`' �_. 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INY ; • S.WS I • I CATCH BASIN EXIST CONIC SEWER MANHOLE IIIWIin gamm R F ( EXIST. f' WATER MAIM ' RIY EL[V A 1A.q •V; uA 1 L TO - �� N TOP = 10.39 W INV = A. ` .1 Ewsr. IB' curl I THROAT •9.90 - ys--{{y NRB S GUTTER _ VERIFY LOCATION •-� -� -.= - _ INV= 8.17 E. INY = B. M F' ;+ �' +S' • - M L) 'fi y` \ - - - - - - W - - - - - - - - - - - W - -. - - - - - - - - - - - - - W - - -_ - W B.W3 .it.� > 1� __ i INV -- '. • r � + ' r \ I Y •s A. -� u MJFN .Fy� ------ - --y'---- -- - ------- -- - --tc 10.44 iTc.w.e9 mpow TC•IO TS - --- C • 10.18 -- NEW TYPE C_ CATCH BASIN TC•(D"4Z - NEIr TAPPING SLEEVE _ . G =IO.x 7 G . I o.3B � - + � X �:! � tllwT. �� sl.:f,.' owl G =10.52 \ I = 10.74 cmV ' 'i.n �_ - - -EP-o- _ AHERN STREET EP =IO L9 i B VALVE I ; I EP. 10.301o• rt - _t •- rrT �� <' .• '� . - y ( Ell to a? . lo.ro - - - - - - - - - - - - to Te - Y- - - - - $ - - --- +1 a �V ' L �r fML<1�� 11��. • • \, p TC - S +e• - - - - - - y - - - - - j,\14P -f- - - - -5 - IIEW TYPE 'C• CATCH BASIN NEW YIAYI N 4•OIA PVC .IV'JTOP . 11.S0 CURB B GUTTER I WATER LINE -POR CONTINUATION ;rBW E'DK M 3[o[D LATEPAIlThl - INV . W.69 _- SEE DTL. SH1. C•4 . tommLm c.o. w/BRAS eouMTensuNK - -- - - _ ---- - - - _ � t, r r :� *111* ;. IAIW�rI*- {{ ss INV a T 76 INV.7.7t SR . NEW TRANS FORMER PAD PER •'3 K IL fLL '4 FpJ SCR[W COVER (TYPI - �- J E A REQUIREMENTS z - _ d• 1W lmawww IN IN tin f • .` I= 4 5 EXIST, I 't• I I I ILGG I - - - 11. -w_R IDR -g - - � ,. ~Tw+ Ew.Im w orf 9'r �cIIIN K iM If tm I r, y + Corc. w _ 1 Y 011IV[ Z11.666 - .,• EXIST. SEWER FORCE MAIN % - . ( r i- Nw As PnALr PAVEMENT ' M1�1� Ir IYL,LSI iM .1162 RELOCATE AS REO Fell 2 r -- li L62 .. ,r,r... X11.93 T� STORM DRAIN INSTALLATION s: I2• L •.*> ry 1�fIA IrrY` Mum 111 T41 XATIv-. 3 L - ..� ..� .�. y - s s----•� c o.�------s s "\� Iz' Pvc `•t 1 :Y q. W{A wT '1 r ,. 1 9Rd ev1 As (iTi FOR I%Wv Ek15T. CONC. STAIRS f ♦� 0 0. .C.0. L =60 4 In er ueo ! e.a I,.7o.� m _ ( - t'• 11.9s .y { . . ' of �. j Ifl.cc n S =0.003 - �tM {�. ->TRL �� p � C y[r[11 RPE. Roo B' WETPER L `F y: ..5,""fii..�y a i • /IJ. TERAL INSTALLArTOM 3 - +'+4i i. lI5.401 S i ^`Sf.`Y 1«. �•�.- "� fed OAANNfW n e etre►r fw rIr•rtTE AT .4. . ;• NEW TYPE •C• CATCN DASIR . 'r '.• :.-'>/ . �..o• CTVR) •0 1 i = .+ 1, r •7. N o /, I TOP = N7o �' IL IWL to t�Ia11t ipi w IAlfllel .,,• I _ YA.�,"n.:. ' 1.Win•- -moi th-K n{ AS• - 1 N V = 7.90 •-,. - Von O If��t*.• ~7 . 1U111I1M a; 'o + - _ .I- • l 1'' 1 EXIST >xi N NEW SIO R Y U I DING F- F. 1 2 . 00 NEW 6• HIGH FENCE i' �' m SEE ARCH DRAWINGS 1 3TORr 1� II 10� / � z O NA in I FRAME .O ^ \•./ c ' I. FAAretr rAE/rIWleT 1•IY r�W �� 1 v - BLDG fN 7Bi ti3 ]- ,A l01 I _ _- f 1. �f M Or1��t 1/�TI�rub f��1 - e' o1A. PVC t7e�KrI RRIMET 1i. 4rw f! J (!�J f' I_ =13 3• UM of L/e SM WN iM s -•.'" ��/f YRI1 r M Tf ltv Lr 1 i q =.3•t _ oil = 1® Vf�i.QM *.Or $B•SJR Ifo ttA-� 'tA'•Ir ' B�[ �f,O.O' ' - '�A-�' S -0.009 _ - JRft•IF" FL MW i old Mtll tM IFIL _ - • i a e ... 1 IL4o KWI+ ItaP 1 + - COM RAMP (TYPI - PL TER (TMP p g nt. trtwrtlfe rAFaarla mmm m same c- 1 - - 12.00 W • NEW COM TE SLA I BT - i+ " NEW ASPHALT PAVEMENT Y ( - f {{� - NEW CONIC RETAINING WALL 0 ' L EFIeIN JAM Cl - Ima m I. tl SSM Ile• � SEE CTL. SHT C-{ IL54 �..� •� �. 1� -� �. i. 11.54- SEE _ t rJnL IM . •• ! r.� 11.34 r t It us4' 11154 u.s•"' I o FWfB)7reh q _ L ILL amm W9 A m r F�nT, mm 1 (14.30) _ e I / I NEW PRECIIST CONC. PARKING / 10'R� fD� F! _ HC s �. HC BARRIER ITTPI r ,3'R 1 i T •l. IeF<ffM�1 1'FMIr oaf / l.e `. a ew0. . j. PROPERTY LINE (TYP.1 -- 50..: L rc I � I I - - - I/JP4 � - I I- I 1154-* I I 1 _ I I I I / NEw MANHOLE q w{I� r/fl11rL o -1L34I _ 7p• 12• 7 PARKING STALLS Q 10' - 7]• Ia• I` 7 PARXI!16_ STALLS n ® 10' = 70. I 12 I` 7 PARKING ST4ll5 ..2� IDS= l0 11 TOP• 11.41 L Ftift•iFrii 1'r,7M 11FIDl Mtn t 1 - Y 'NI -{"--T-- E. INA - 8.20 +' • ! " 15' RCP L=77' 5=0.003 S. INV = 8.20 r NEN NEW TYPE HT;-� S RCP 1=117 SJ 0.003 YSD��-7-NEW TYPE C NOI*rte / I11Mrw+Jr CONCRETE CURB !TYPI " CITCIt !BASIN % ? MSD r\ A r. ;f-.} 7 N. INV 8.03 r 4 SEE DTL. SHT. C•3 NEW TYPE '0' CATCH BASIN - _ _ ', !�,, 4.. ++ - - / I INV a 1e.42 NEW ASPHALT PAVEMENT -�� • TOP • 11.25 NEW CONC SLABS 114.00 reA1Brlt�W !r < ;• ° ,� ' ' NEW 4" WIDE WHITE STRIPE (TYP) /' INV = 6.01 11.50-�, n 12.00 ' 11.50-� 76.1175-. - I '- 1 �'• `. I 0o 11 11.40/ 11.40 i I "r, !, n N.73� 12.33 •� + - EXIST. .v L fit ' '>1 l: N ./ , ry I / ►E1W liirAE1A S j. pRr( P CONIC. _ I" I EXIST - /r 11.% I n.75 M- �i _ -1' in TE :r'.. k I I STORY `-EXISTING... (13.631 - I I I I I 1 ni _- ' ' CD mm- BBLOCLDG r st _ r c.r :!'ItEmummmnJ�t[ IIMINInmmmm- ' BRICK ASPHALT f9 PARKING STALLS !. 10•= 70• - -"' �J 1 J01 7PARKING STALL$ 0 10'='10• ��-6-T�-T_ m ol♦ 6 4 __-__-__-__ 93�. --- - - - )�er tet in pm mm "mm tr L I SLOG � / x zo'� f z' $ NEW B `` . lN1fWLM 'S rrrs i} e4tl _atttWW1� N` Ir - PAVEMENT - " - - - eco NIGH WALL - Y _ y. t I " T J. , 22•/ a s N E W :, :awwwe�Fre�Frrerrler.Fe�rrlw�>q. a ,� /-12' NEW AT PROPERTY - _ . ... .i 1 7 PARKING STALLS 6 q = 70� I H it* Ih 7 11' IIS 8 PARKING STALLS d To go. P C�IIL- I. I S T 0 R Y O e LINE F i/ r ms's -� 1L1t /RA P 12.5:.' _ 0 2' Pvc Boom .' - 1.M Y� L lE 1Wet�fJt mse et IN�610111411 f Y 3 �. FINEruntil �E : I . ±i. ,.+ BUILDING L=19703 : . - a . +, : r•„_ - .: _ �� ,.� '" _5. 12.50 !. NEW I•% 4•X16' CONC. (t 2.33 - .02 $ 00 rr:1tEM f1. - ^J2 . TAV(7.4zt ( -pl SPLASH PAD W/ WIRE R 2.33 12.00 s i _ Itel7eM lMfe 11aX 2 `;-3A Al�ellkx/1t<ILfl7.. . Sa a [{[ S 44 .. - / I MESH REINFORCEMENT r' .. .. i (B I S E PIPE INY = .o0 2.00 _ F. F. E. = 14. 00 ; z.zs 2. T T 2 oD L 1eF M l� eigeFlet Fr Ae� �t1 � �r+5_r / EXIST. GOND. SIDEWALK - �. ..� �" IH - - -- + r .� :'(13.0x1 4 _ - - -- - - - - e..• � 1'W.DE WHITE 5TR{ �� MY , C Ka F♦ -. - -_ �_ •- `ria'.`ry_. NEW CONCRETE SI _ NEN BULKHEAD W/FENCE ALL AROUND 8' 16 - _ -_ __ t - BPP EWA h' - SEE DTL. SHEET C-4 - - _-_ _ _ _ - --_ - _ _ ��J'to to u . _ r• L 11E/[ iRF WLI.E t � bf` - - NEW DETENTION POND NEW BRIDGE /• - --_ 'L• 11BC I s •_ FgIMt6rL1 a rerrseerwM i a EXIST. 24• CURB - IMV ELEY = 8.00 _-' l ..y .. • • SEE ARCH. 1 ttP. NEW DECK S : 0.003 .I �- • 'h /t. = rFFlr1 ETE. L r I�fiT(� NI♦Rir >i E••a D GUTTER - ' -` TC. 12.5! 20 R • - DRAWINGS - - -' - -- - - h i E I I I 20'R (13.27) -_ .__ - A} NEW 4� HIGH FEW" F .. `. Ba LL.IS� 1 - - -_ -__ AT PROPERTY LINE + :"r . •~.; et . bra - r Ell 12.18 : NSD " -- - .- EXIST. CONC. s + jj / 1. HER-24' CURB B GUTTER--- TG = 12.43. - Y Q -� `. (13.231 N _- 118,+0 _ -- I °- 'r 1 ,• 1• my MRM M r Fem-m EP=12.STI ---��EW CONCRETE SIDEWALK I ' I I _ IN ACCORDANCE w/ FOOT - - SIDEWALK .r2.BP NSD - - _✓ M fF1ECT 1AE fttitrTlel MME. ) :.( �`-•-Y. ; STANDARDS '. EXIST. TELEPHONE � i (12.BII I. _ _ •. -.- - MANHOLE 1. i \ - _ •' I EXISTING METAL 13 0 14 P - / �-, ; ; { S• eo f T�✓w TTI r 0 V FACILITY�. GU ADRAII �- BM ONIL POW ER SPOLE (13.05) I A r If f0.TrfSI1D/FtrCaA Ir NEW DRIVEWAY IN ACCORDANCE I i JAI fECHI1LE LIAITrM ELEMIK SAE fere llYl Je I WITH FO 0.T PERMIT B STANDARDS `___- I - �P ELEV = 13.813 Y 1 L ------ */METAL Colic FAG 4_ NEW TYPE ^' CATCH BASIN - I YJ faaJ!LIrAEr. 4i T r - GRASS MEDIAN I : I w/METAL TRAFFIC (12.53_1 /I !. WVCS'I ►M•HIFII4 rod SIGNAL BOX _ TOP • 13.00 ' _ ��� �LFtf'. y'►jIOF•I ' L--_- EXIST. CONC. TRAFFIC - , INV = /.49 , LEGEND S �' `- SIGNAL POLE ' X ? / r- EXIST. PAVEMENT - ATLANTIC BOULEVARD I ITC =13.08 CInwA7LAtTIC aPAP1 !� G 1 .2.68 - - Q •�EP = 12.67 ,....... mm: -W - EXISTING WATER MAIN ."' 1. ILL Mer[ Am Fp=R U $MALL QIWLT llm TS CM w AACKS MMILLE/ _ I - _ NEW OUTL=- CGNTP:'L CRT AF ATLM lC Ill RAmNYW mP smtriG AS MIILAD MEll � -5 - EXISTING SEWER LINE STRUCTURE WE:R ELEV 10.25 I. mwtmw To SKISTIAC YATOR Ago rY1RIR lba oTLEIRts WALL 6[ INV El V = 8 84 11WWAEA9 A17A AMB MADo Ur M 9AFtDFI1/w w TAE Ctn or ATLAITIC - - a S�� J SEE LTL SHT C- 4 K,=-Att&&rm T w rvol Wrten (PI IK-2164)- - SD-- EXISTING STORM DRAIN f I S 2. ALL DLSTMO AW" SDM,L if 299M Am mlCM. NEM NATER LINE �.,s *( A" w "a WTTD A Tow w Moo'no SLE p•) imcm IS BLAMM 1l 09 _-� - SORFH WLTat A PBM. C. ",iw E3•If At.`:u: 1ueD cin awIRAReEI. 1 -S NEW SEWER LINE IILLtMc AAD 4a ~ S, Pm/Om ALL C AMM Am ob"i ro. OGMTtw. FiLLim. rACA- P a•; \-'+•; \ awuc =M••ASO m TO wv:M" AM AS ODMBL Wf TA ADMoo lst TIL[ i. LtGIATm rTwIAL IW TW PKUM& Y ofToommD w Y itrfII AY It l l2 001 EXISTING SPOT ELEVATION .� U90 FAA nLLUS M AO•►?Lmo. (!vitt motrm%L rTOUL. 11 • 12.00 F'NAL SPOT ELEVATION ! traIWAWT, tom rrWrr AMA Dwrr7n IT m r16fAm• I MORANS aunt . 0 phima I "WAo •t••, w �w TO A All or bet-12.00- i1NIIL CONTOUR Tran (b Pmt BONN MM.*A NAM Am 2.5 MU W Wm 00 w F&FDOR f� , 1 1� (n /-� At smool IND WITAl 10"'AL. - - �-MSO-- NEW CATCH BASIN B STORM DRAIN - :I {I I�� 7. .!'/:rte -•c : ,.,r'w., PAlrm m DwA[B Tm Weteerr OI otxn 1 O (1 Q tTwtiflO rlirwT TO RACK 4 " m MOM M,(ARM M"Mn PARTtrnw APPROVED HC NEW HANDICAP SYMBOL (SLUE) � ? ; L I W A am poort B Igo In wfv!s gDrtTrD- CITY OF ATLANTIC BEAC4 GIE PIAN':IYD L('I•,iv:',=nrp TC 112 00 EXISTING ELEVATION AT TOP OF CURB Qtmi wnLrno Ww�w w 1 .+qF�NM Am AF ==" OLT, RSA " v••Z m TAE amiaKi r'/ �Jq go fAntr Mo m r.Ai0(.= Flu • 11T R 2 2 1991 A' tot I� Me FWf1TaA AM EAW'n r G 112.00 GUT TING ELEVATION AT BOTTOM OF I WmTtw, r� room m M. /? /i J `_ CUTTER !. MR�mom IN= wwf/B �wo'iw�iWr'Au.Berm •irO twrr/nLLELEVATION .1 EP • 12 00 EX13TI NG AT E06E OF Y tlAlr7r. met!• FMS. fwS WDWAfta MTN" At Law IY OR" PAVEMENT TWE BmFAO. WetD1W LW DDmmW Wool w To mmmw. S1T E P L A N goonsem M" ONMN W a*.MM, iiim, WWW. BOOM. Am. AS 1--� DIRECTION OF SURFACE FLOW LTf SCALE I = 20 nw w no = IBWeW. t to. R fWMI m 1• emfrWfBD Am AW}r Wrlto m.S twfar[ --------- _.•..'�. fi .: I m„rBrlreErrM Itlm�o Sol" w anter • wm� Wr Rw w am F. _ } . Mi. w WormDB ago TI1r tF~�BSBm�SASSm�to M%OkGKS.In OM" �+ H:, BiMWWA •� r71t Mauro Iw�f or Omlw m X ! pI IJ 1 p. ag to n, AAfBe rlDArt w u . D*a goo=1� . ... , s� yK... .,n. �--hf.:, r •k- !',_. „" ; IoM M• Mr . FBtiBE*a wow 1 _ '. '!'.'• .. /A'rS.'ArMM•r oAdlE� 'Ar WW.... °f I 1 • .sSir ir�ea. �h� �"� � � i � / !' r :" �.. �.. � � �.. ] :� r � . . .- ✓ S " ... � , i ,LL � �P_'LC.- lnt ._ �','�/� a- S`.f�.Q i.� .� 1� � / r �. 11�• i I14 • Y l I _ Ia OLH � ''� it •y - j i '� jl I I �-- . .I ', r i 1 L \ ;J i — 0 � J 4 i NADEEM ZE•OUNI. Q.E. }� TelFAxi9 265-9 5v Din i(',71, / 'r i t 126 002 MAR 1 8 ??91 IZ --J.9 Buil�i,ld � I'� B I APPROVED I! CRY OF ATIAMTIC BEACH 14 M.1 BUILDING onrce AR 21 1991 \y � A, - - M- 6 ------- ---------- ---- 131------- --- ---- -- i I _ t - C; I i a �I; C r-- ---- --- j iI 71. Az� FL-J] V,,J VIEW� A Ca' I ,- t • �.- .f I L u �iU .:�� Lt �� �� P15) � • III i ! i , iJ4i 3 —� 4LINF5 g'I 41 CNAFXsE1=.3tE j ---- .------- - Q' APPROVED �, -_ l - �. CITY OF C BEACH — i _ GILDING ING OFFICE 1 BUILDING A.P, 20 1978 I ► i21 , PAW" PIPE Off` •. r- 7t VIEW r�+� •; � oma- .�.� -�. • . - _. 3 i!jF;:'•T'F�:^'. TOLERANCES REVISIONS pi,, TT ^:'1'X• �f-i-S r"±. n.u....+...m re MTE w /.7VAli: P>E' L�/ Aw MoMz— :r. "; .- w`•••L I 3G3 ATLANTIC ISLVCL • P S f pE�R RAn sRAwxa ro �r �rrur 2 ■ 'r TENANT IMPROVEMENTS I OR0 IN THE KITCHEN . . . . . .. SlOPPES OF NORTHSHORE 36 . 3 ATLANTIC BLVD , SUITE 9 JACKSONVILLE , FLORIDA THOMAS E . DUKE , A . I . A . ARCHITECT 1807 UNIVERSITY BOULEVARD S. JACKSONVILLE, FLORIDA 32216 ( 904) 721-0434 FL LIC . # AR 0013266 ELECTRICAL DESIGN JOHN SCIOLINO 4139 CORDCRASS INLET JACKSONVILLE BEACH, FLORIDA 32250 (904) 338-1470 FILE... COPY NO EXcj�PHONS... EXCEPTIONS AS NO-F�0 ARCHITECTURAL ELECTRICAL E-1 ELECTRICAL PLAN lAN L110�4 A- 1 ABBREVIATIONS/ SITE VICINITY MAP/ �c GENERAL NOTES A-2 FLOOR PLAN/ REFLECTIVE CEILING PLAN/ DETAILS 2 FILE copy. � ,A� , , ,., ........ .. �'3Y' REl£ASED FOR cCN5i2UGilIXJ: 16 JANUARY, 2004 ams fH (t111�C B1VD REVISIONS NO. DATE NOTES m � ABS a NOTE: CLARIFY WITH ARCHITECT ALL R Ps.,,, E V IATION ABBREVIATIONS NOT LISTED. w MONuM AB. ANCHOR BOLT ELEV. ELEVATION ID. INSIDE DIAMETER R• RISERr RD 9 a ACT ACOUSTICAL CEILING TILE EMER EMERGENCY INSUL. INSULATION RD. ROOF DRAIN q � A.F.F.Ld ABOVE FINISHED FLOOR SNCL. ENCLOSURE INT. INTERIOR RE: REFER TO _ Z AGGR. AGGREGATE EQ. EQUAL REFR. REFRIGERATOR ,~ AL_ ALUMINUM EQUIP. EQUIPMENT JAN. JANITOR REINF. REINFORCED Vti� 1 ALT. ALTERNATE E.W. EACH WAY JNT. JOINT REQ'D. REQUIRED APPROX. APPROXIMATE E.W.C. ELECTRIC WATER COOLER JST. JOIST RM ROOM A-rI-AN-TIG BL ATS TrC BL C ATLANTIC LVD o ARCH. ARCH I rECTURAL EXP, EXPANSION R.O. ROUGH OPENING VD I— EXT. EXTERIOR KIT. KITCHEN N BD. BOARD S SOUTH ca y a BLDG. BUILDING F.A. FIRE ALARM LAB. LABORATORY S.C. SOLID CORE x q Z BLK BLOCKci > z FD. FLOOR DRAIN LAM. LAMINATE SCHED. SCHEDULE > J p BLK'G. BLOCKING F.D.C. FIRE DEPARTMENT CONNECTION LAV. LAVATORY SECT. SECTION -i 4 BM. BEAM FON. FOUNDATION LT. LIGHT S.F. SQUARE FOOT z o BOT. BOTTOM FE. FIRE EXTINGUISHER SHT. SHEET p ¢ ¢ T- ---r --- MA,S ; E. DUKE, A.I.A. BTWN. BETWEEN F.E.C. FIRE EXTINGUISHER CABINET MAX. MAXIMUM SIM. SIMILAR ......... = z wBLUR. BUILT UP ROOFING F.F. F1NSH FLOOR MECH. MECHANICAL SPEC. SPECIFICATION ARCHITECT Lu B.W. BOTH WAYS F.N.C. FIRE HOSE CABINET MEMS. MEMBRANE SO. OR SQUARELu a FFIN, FINISH L FLOW LINE MFR.. MANUFACTURER S.S. STAINLESS STEEL '1807 ,UNIVERSITY BOULEVARD S . C.J. CONTROL JT. MA. MANHOLE BEACH BLVD BEACH BLVD : ACKSONVIL.LE FLORIDA 32214.....`: ,- STAGG. STAGGERED o CLG. CEILING RR. FLOOR MIN. MINIMUM STD. STANDARD BEACH BLVD J r CLKG. CAULKING FLUOR. FLUORESCENT STIFF STIFFENER (90;4) 721-0434 N MISC. MISCELLANEOUS CLR• CLEAR FND. FOUNDATION 5TL STEEL D zM.O. MASONRY OPENING FL. LIC. # AR :::Q4�:3 =Fi: C.M.U.CCONCRETE MASONRY UNIT F.O.B. FACE OF BRICK MTL. METAL STRUC. STRUCTURAL jj J v o COL. COLUMN F.O.C. FACE OF CONCRETE MULL MULLION SUSP. SUSPENDED v CONC. CONCRETE FS. FULL SIZE ti M CONN. CONNECTION FT. FOOT OR FEET w CONSTR. CONSTRUCTION FTG. FOOTING N NORTH T B TOP BOTTOM HTl7N R4gD 4 U- CONT. CONTINUOUS FURR. FURRING N.I.C. NOT [N CONTRACT d TER. TERRAllO C.T. CERAMIC TILE GA GAUGE No. NUMBER T I G TONGUE I GROOVE NOM. NOMINAL N.T,S. NOT TO SCALE �K THICK DEG, DEGREE GALV. GALVINIZEO J. U NER ]BUTLER BLVD o DETJDTL DETAIL G.C. GENERAL. CONTRACTOR T/ TOP � 00 A DF. DRINKING FOUNTAIN GL GLASS O.C. ON CENTER TYP. TYPICAL 'P/r�,r J. TURNE BUTLER BLVD DIAD. DIAGONAL GR.- GRADE OD. OUTSIDE DIAMETER T.O.W. TOP OF WALL ° DIA DIAMETER GYP. GYPSUM OH. OVERHEAD T.O.C. TOP OF CONCRETE BUTLER BLV D DN. DOWN GYP. BD. GYPSUM BOARD OPG. OPENING T.O.S. TOP OF STEEL a DS. DOWNSPOUT G.W.B. GYPSUM WALL BOARD Opp. OPPOSITE U.N.O. UNLESS NOTED OTHERWISE A DWG. DRAWING _ S I TE H.B. HOSE BIBB PCT. PRE-CAST VCT VINYL COMPOSTION TILE J LOCATION E EAST H.C. HOLLOW CORE PL PROPERTY LINE VER VERIFY (E) EXISTING H/G HANDICAPPED PLAM. PLASTIC LAMINATE VERT. VERTICAL v� w EA EACH HDWD. HARDWOOD PLAS. PLASTER W WEST _ z E.J. EXPANSION JOINT HDWE. HARDWARE PLYWD. PLYWOOD (� HM. HOLLOW METAL PR. PAIR W/ WITH EXIT DISCHARGE 0 E.IF.S. EXTERIOR INSULATION AND W.C. WATER CLOSET EXIT Q OF w FINISH SYSTEM HR' HOUR, AREA QT. QUARRY TILE WD. WOOD VICINITY MAP CONSTRUCTION EL ELEV. ELEVATION ELEC. ELECTRICAL HVAC HEATING, VENTILATION AND W/0 WITHOUT (/7 (n AIR CONDITIONING XISTING I-HRw CL CENTERLINE • EXISTING 1W0 ❑ a PLATE DEMISING WA DEMISING WALL R LL O - LJ LL - O J o w z m W ° GENERAL NOTES : CLEANING w J Lu a 1. ALL CONTRACTORS SHALL FULLY INVESTIGATE THE JOB SITE TO COMPARE THE 16. CONTRACTOR SHALL INCLUDE IN BID THE REMOVAL OF DEBRIS AND CLEANING AFTER 37. THIS SET OF DRAWINGS SHALL NOT BE COPIED 1N WHOLE OR IN PART WITHOUT L GENERAL: EXECUTE CLEANING DURING PROGRESS OF THE WORK,AND AT COMPLETION OF O U- U O CONTRACT DOCUMENTS AND EXISTING CONDITIONS RELATING TO CONSTRUCTION OF ALL FINISH TRADES. PRIOR WRITTEN CONSENT FROM 'ARCHITECT". THE WORK, AS REQUIRED BY GENERAL CONDITIONS. iy- cy- CL NEW WORK AND LABOR. THE CONTRACTOR SHALL INCLUDE COST FOR ALL WORK EXIT Lu 17. CONTRACTOR TO PREPARE ALL FLOORS FOR NEW FLOW FINISHES AS INDICATED ON PLAN. DESCRIBED IN THE CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING 38. THIS SET OF DOCUMENTS ARE CONSIDERED AS ONE UNIT AND SHALL NOT BE 2 DISPOSAL REQUIREMENTS: CONDUCT CLEANING AND DISPOSAL OPERATIONS TO COMPLY EXIT DISCHARGE z Z LU CONDITIONS. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE 18. VERIFY ALL DIMENSIONS IN THE FIELD. DO NOT' SCALE DRAWINGS; DIMENSIONS CONSIDERED COMPLETE OR WHOLE IF DOCUMENTS ARE SEPARATED IN ANY MANNER. WITH CODES, ORDINANCES, REGULATIONS, AND ANTI-POLLUTION LAWS !-- d THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS FOR LABOR, GOVERN. LARGE: SCALY DETAILS GOVERN OVER SMALL SCALE DETAILS. DOCUMENTS SHALL NOT BE SEPARATED FOR THE PURPOSES OF SUBMITTING A BID SUITE '9, Q � W EQUIPMENT, OR MATERIAL REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH PROPOSAL OR, FOR THE SEPARATE PHASE OF ANY CONSTRUCTION. w WOULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE,WILL NOT BE RECOGNI7ED. 19. SUBMIT FOR ARCHITECTS REVIEW AND CONSIDERATION ALL BUILDING 3. PRODUCTS: USE ONLY THOSE CLEANING MATERIALS WHICH WILL NOT CREATE HAZARDS KEY PLAN / LIFE SAETEY PLANw CL SAMPLES, PRODUCT LITERATURE AND OTHER PERTINENT DATA OF ANY PROPOSED 39. THESE DOCUMENTS ARE PREPARED FOR THE USE OF THE GENERAL CONTRACTOR AND TO WEALTH OR PROPERTY, AND WHICH WILL NOT DAMAGE SURFACES. U 2.THE CONTRACTORS SHALL VERIFY All. DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF SUBSTITUTIONS. HIS SUBCONTRACTORS AND IN NO WAY, EITHER IN WHOLE OR IN PART USE ONLY THOSE CLEANING MATERIALS AND METHODS RECOMMENDED BY THE a ANY CONFLICTS BETWEEN THE CONSTRUCTION PLANS AND EXISTING CONDITIONS. THE CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD MANUFACTURER OF THE SURFACE MATERIAL. TO BE CLEANED. 0 ~ CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT OF ANY OMISSION OR CONFLICT 1N THEUSE CLEANING MATERIALS ONLY ON SURFACES RECOMMENDED BY THE CLEANING MATERIAL W 20. SUBMIT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION OR PURCHASE, SHOP TO CONSTRUCTION MEANS, METHODS OR TECHNIQUES. ARCHITECT DOES NOT KEY PLANT / LIFE SAFTEY PLAN PLAN NORTH M DRAWINGS AND ANY RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK ALL DRAWINGS,OR SAMPLES FOR ALL MILLWORK CUSTOM METAL WORK. INCLUDING CABINETRY, INTEND TO EXPRESS ANY OPINION. DIRECTION OR INSTRUCTION OF ANY KIND MANUFACTURER. o CONFLICTS SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF ANY WORK GLASS WALLS AND DOOR ASSEMBLIES AND ALL OTHER 1T1=M5 AS REQUIRED IN THE WHATSOEVER AS TO THE MANNER IN WHICH THE CONSTRUCTION WORK IS TO BE z¢ 4.EXECUTION: THE GENERAL CONTRACTOR AND SUB-TRADES SHALL EXECUTE PERIODIC NOTE: HATCHED AREA DENOTES AREA ACCESS. 3. THE CONTRACTORS SHALL THOROUGHLY REVIEW THE EXISTING CONDITIONS TO IDENTIFY CONTRACT DOCUMENTS. ACCOMPLISHED. CLEANING r0 KEEP THE WORK, TUE SITE, AND ADJACENT PROPERTIES FREE FROM M THE IMPACT ON ANY EXISTING FUNCTION, AND SHALL COORDINATE HIS WORK SCHEDULES ACCUMULATIONS OF WASTE MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM °- PRIOR TO COMMENCEMENT OF NEW WORK WITH ARCHITECT AND OWNER. 21. CONTRACTOR SHALL DO ALL CUTTING. FITTING AND PATCHING WORK THAT MAY BE 40. NOTICE OF DUTY OF COOPERATION: ACCEPTANCE OF THESE DRAWINGS AND CONSTRUCTION OPERATIONS. REQUIRED TO MAKE ALL PARTS OF THE PROJECT COME TOGETHER PROPERLY. SPECIFICATIONS CONSTITUTES AN AGREEMENT FOR FUTURE COOPERATION BETWEEN CODE SUMMARY THE GENERAL CONTRACTOR AND DESIGN CONCEPTS. ALTHOUGH ARCHITECT PROVIDE ON-SITE CONTAINERS FOR THE COLLECTION OF WASTE MATERIALS, DEBRIS,AND 4. THE CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR, AND HAVE CONTROL. OVER, RUBBISH. IMPROVEMENTSK T HE n PROVIDE AND INSTALL ALL PARTITION DOORS AND BUCKS DESIGNATED ON DRAWINGS. AND ITS CONSULTANTS HAVE PERFORMED THEIR SERVICES WITH DUE CARE ANDIENANT ALL CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR REMOVE WASTE MATERIALS, DEBRIS, AND RUBBISH FROM THE SITE PERIODICALLY, AND a COORDINATING ALL PORTIONS OF THE WORK REQUIRED BY THE CONTRACT DOCUMENTS. DILIGENCE, THEY CANNOT GUARANTY PERFECTION. ANY AMBIGUITY OR DISPOSE OF AT LEGAL DISPOSAL AREAS AWAY FROM THE SITE. GROUP 'M' MERCANTILE OCCUPANCY. a 0 23.PROVIDE SUFFICIENT FRAMING FOR ALL WALL OPENINGS REQUIRED BY DUCTWORK AND DISCREPANCY IN THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE 5. UNLESS SPECIFICALLY NOTED TO THE CONTRARY, ALL NEW WORK 1S IN CONTRACT. RETURN AIR. BOTH ABOVE AND BELOW HUNG CEILING. THESE ARE TO BE COORDINATED REPORTED TO ARCHITECT IMMEDIATELY, FAILURE TO COOPERATE SMALL BE 5. DUST CONTROL CLEAN INTERIOR SPACES PRIOR TO THE START OF FINISH PAINTING, TYPE ' IV ' CONSTRUCTION, UI�JSPRINKLERED, UNPROTECTED. i. WITH HVAC ALTERATION DRAWINGS. F © CONTRACTORS SHALL BURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES SIMPLE NOTICE TO ARCHITECT SHALL RELIEVE ARCHITECT FROM AND CONTINUE CLEANING ON AN A5-NEEDED BASIS UNTIL PAINTING IS FINISHED. SALES FLOOR AREA -643 SFJ 30 5FJ0CC. � � OCG. Z NECESSARY TO COMPLETE THE PROJECT OUTLINED ON THIS SET OF PLANS OR REASONABLY RESPONSIBILITY FOR ALL CONSEQUENCES RESULTING THEREFROM. CHANGES MADE SCHEDULE OPERATIONS SO THAT DUST AND OTHER CONTAMINANTS RESULTING FROM ' 24. ALL PARTITIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MANUFACTURERS STORERM/TOILET-141 SFJ 100 SFJOCC. y 2 OCC. INFERABLE FROM THEM. FROM THE DRAWINGS AND OR SPECIFICATIONS WITHOUT THE CCNSENT OF ARCH- CLEANING PROCESS WILL NOT FALL ON WET, NEWLY-COATED SURFACES.RECOMMENDATIONS FOR DEFLECTIONS NOT TO EXCEED L/240 OF THE SPAN. TOTAL OCC. LOAD • 2� OCC. TECT, ARE UNAUTHORIZED AND SHALL RELIEVE ARCHITECT OF ANY 6. THE CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE FEDERAL. STATE AND LOCAL 25. CONTRACTOR SHALL REFER TO PARTITION TYPES FOR ACTUAL WALL THICKNESS. RESPONSIBILITY FOR ALL CONSEQUENCES ARISING OUT OF SUCH CHANGE(S) MAXIMUM TRAVEL DISTANCE: ,27'-0' $ BUILDING CODES AND REQUIREMENTS. MAXIMUM COMMON TRAVEL 12.Y-0' N 26. THE CONTRACTOR SHALT. PROVIDE AND INSTALL NONCOMBUSTIBLE BRACING AND 41. EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN THE CONSTRUCTION OF v 7. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS BLOCKING AS REQUIRED TO SUPPORT ANY WALL-MOUNTED FIXTURES, SHELVING, COUNTER FINAL CLEANING "��� ��. •. ` Lu TOPS, CABINETS, ETC. ALL WOOD BLOCKING OR BRACING SHALL BE PRESSURE TREATED, THIS PROJECT' SHALL. BE DULY LICENSED AND EACH CONTRACT MIN. PLUMBING FACILITIES RLEQD. REQUIRED BY THE LOCAL AUTHORITIES DURING THE COURSE OF THE WORK THE SHALL CONTAIN THE GUARANTEE OF THE CONTRACTOR AND THE W.C.- 1 PER 500 MAL.E/FEMIALE REGD.- PROVIDED: 1 (EXISTING) CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY VARIANCE WITH CODES IN FORCE. THE FIRE RETARDANT. 1.UPON COf+�IET[ON OF WORY., CONTRACTOR WILL PROVIDE A BROOM CLEAN AND MOPPED •,`� '•� •••-• >� ' SUBCONTRACTOR FOR THAT PORTION OF THE TENANT'S WORK LAV.- 1 PER 750 MALE/FEMALE READ.- PROVIDED: 1 (EXISTING) ,� DOWN SPACE ALL NEW RUBBER BASE SHALL BE FREE OF CONSTRUCTION DUST, ALL R 1 o .• CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC 2'/. ALL, DIMENSIONS SHOWN ARE FACE OF STUD OR MASONRY, UNLESS OTHERWISE NOTED. FPC: 403.2 EXCEPTION 4: '''��,,,,���''� AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. 42. THESE DOCUMENTS ARE THE PROPERTY OF ARCHITECT. NO PART CONVECTOR ENCLOSURES CLEANED DOWN AND FREE OF ALL SHOE MARKS AND MATT=RIAL I r..;. 28. DIMENSIONS NOTED '+/-' ARE THE ONLY DIMENSIONS ADJUSTABLE WITHOUT APPROVAL OF THESE DOCUMENTS (DRAWINGS AND SPECIFICATIONS)$HALL BE USED FOR ANY FRAGMENTS. SEPARATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS AND 8. ALL CONTRACTORS SHALL PROVIDE AND MAINTAIN PROPER AND SAFE WORKING OF THE ARCHITECT. OTHER PROJECT EXCEPT FOR THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT MERCANTILE OCCUPANCIES WITH A TOTAL BOOR AREA OF 3,000 SF. o CONDITIONS AT ALL TIMES INCLUDING BUT NOT LIMITED TO APPROPRIATE TOOLS, OF 'ARCHITECT'. 2 REMOVE GREASE, MASTIC, ADHESIVES,DUST STAINS, FINGERPRINTS, LABELS AND OTHER DF, 1 PER 1000 REOD - PROVIDED: I BOTTLE WATER COOLER RELEASED FOR CONSTRUCTION t w EQUIPMENT, SCAFFOLDING, SHORING, ETC. 29. THE CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHER FOREIGN MATERIALS FROM SITE EXPOSED INTERIOR AND EXTERIOR SURFACES, SERVICE SINK-0 READ.- PROVIDED: 0 a CABINET EQUIVELENT TO LARSON ARCHITECTURAL- SERIES SQUARE TRIM FIRE EXTINGUISHER -1 RE=QD. PROVIDED 1 DATE: JANUARY 16. 2003 9. NO SUBSTITUTION OF MATERIALS AND/OR CONSTRUCTION ITEMS SPECIFIED WILL BE SEMI RECESSED FULL GLASS CABINET WITH CAPACITY TO HOLD TENANT INDICATES DETAIL NUMBER 0 3. WASH AND SHINE GLAZING AND MIRRORS, POLISH GLOSSY SURFACES TO PATCH. EXIT EGRESS WIDTH REOD: ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT. PROVIDED TYPE 2A:lOB:C. FIRE EXTINGUISHER COLOR ALUMINUM. ALL INDICATES SHEET UPON 4. PRIOR TO FINAL COMPLETION OR OWNER OCCUPANCY, CONTRACTOR SHALL CONDUCT AN EXIT UNITS REQ'D - 23/2 X 2' - 23' REQ. U- EXTINGUISHERS SHALL BE SURFACE MOUNTED AT A HEIGHT OF 6-0' ABOVE WHICH DETAIL APPEARS ROOM NUMBER 69' T07AL EXIT UNITS 10. SUBSTITUTIONS WILL BE ALLOWED WHEN THE SPECIFIED ITEMS CANNOT BE OBTAINED THE FINISHED FLOOR (IOP OF CABINET) INSPECTION OF SIGHT EXPOSED INTERIOR AND EXTERIOR SURFACES, AND ALL WORK NEW CONSTRUCTION PROVIDED 2 SHALL MEET ACCESSIBILITY REQUIREMENTS WITHIN THE CONTRACT TIME SPECIFIED ITEMS ARE 70 BE USED AS A GUIDELINE FOR AREAS, TO VERIFY THAT TWE ENTIRE WORK AREA IS CLEAN. OF CI-{,gF►TER 11 FLORIDA BUILDING CODE. ABBREVIATIONS, DESIGN. SAMPLES ARE TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE 30, SPRINKLER SYSTEM TO BE REVISED FOR NEW TENANT IMPROVEMENTS. 23 SUBSTITUTION. SITE VICINITY MAP, NOTE: PATH OF TRAVEL TO THE ALTERED AREA SHAM BE R.1LLY ACCESSIBLE. 31. ALL BUILDING COMPONENTS BELONG TO THE LANDLORD. VERIFY WITH DOOR NUMBER REPLACE ALL EXISTING NON ACCESSIBLE HARDWARE WITH NEW o I1. EXTRA COSTS: THE OWNER'S WRITTEN AUTHORIZATION MUST BE OBTAINED PRIOR TO LANDLORD FOR STORAGE LOCATIONS. GENERAL N 0 T E S Lu THE ORDERING OF ANY MATERIALS, CONTRACTS, OR THE EXECUTION OF ANY WORK IN DETAIL REFERENCE ACCESSIBLE HARDWARIE PER DOOR SCHEDULE. � EXCESS OF ORIGINAL CONTRACT. 32. CONTRACTOR SHALL INSPECT EXISTING 1-HR DEMISING WALL FOR ALL PENETRATIONS m AND SEALS. RETRO FIT ANY PENETRATIONS NOT CONFORMING TO UL LISTINGS. LIST OF APPLICABLE CODES: 0 12. ALL ADJACENT WORK SHALL BE PROTECTED FROM DAMAGE CAUSED BY THIS WORK. ANYLu _ RECURRENT DAMAGE IS THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. 33. CONTRACTOR SHALL CONTROL NOISE PRODUCING ITEMS (STEREOS)AT ALL TIMES. FLORIDA BUILDING CODE 20011, 2003 REVISIONS DRAWN BY: CH CHECKED BY: TED Lu SECTION REFERENCE ELEVATION FLORIDA FIRE PREVENTION C(0)DE 2001 a 13. THE CONTRACTOR SHALL KEEP THE PROJECT SITE REASONABLY CLEAN AND FREE FROM 34. ALL WORK AND MATERIALS USED TO ACCOMPLISH DESIGNATED WORK FLORIDA BUILDING 0017E 20011 (FLORIDA FIRE PREVENTION CHAPTER 36) PROJECT NO. 8003 HAZARDS AT ALL TIMES. ALL EXISTING EGRESS REQUIREMENTS ARE TO BE MAINTAINED. SHALL BE COORDINATED WITH CONTRACTOR, TENANT REPRESENTATIVE Q THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS, BROOM CLEAN THE ENTIRE (WI-EN APPLICABLE) AND BUILDING OWNER REPRESENTATIVE WITH 18' MIN. FLORIDA BUILDING CODE 2001 MECHANICAL SHEET PROJECT AREA,AND LEAVE THE SITE IN A REASONABLY CLEAN CONDITION DAILY, IN THE RESPECT TO DELIVERY AND STORAGE, FLORIDA BUILDING CODE 2001 (ELECTRICAL. SYSTEMS CAPTER 27) a JUDGMENT OF THE BUILDING MANAGEMENT. 35. CONTRACTOR SHAM PERFORM NO PORTION OF THEE WORK AT ANY ELEVATION REFERENCE FLORIDA BUILDING CODE 2001 PLUMBING w TIME WITHOUT APPROVED CONTRACT DOCUMENTS. FLORIDA BUILDING CODE 2001 (FLORIDA ACCESSIBILITY CHAPTER 11) y 14. TWO (2)WEEKS PRIOR TO COMPLETION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FLORIDA BUILDING CODE 2001 FUEL GAS TO COMPLETE A PUNCH LIST OF CORRECTIONS. 36. CONTRACTOR 1S RESPONSIBLE FOR COORDINATING ALL ARCHITECTURAL, A � l z MECHANICAL, TELEPHONE, ELECTRICAL (INCLUDING LIGHTINGI AND COLUMN LINE NUMBER ACCESSIBLE DOOR ce 15. ALL WORK SHALL COMPLY WITH GOOD TRADE PRACTICE, REGULATIONS OF THE CITY, PLUMBING SO TO ENSURE THAT REQUIRED CLEARANCES FOR INSTALLATION STATE AND FEDERAL GOVERNMENT AGENCIES HAVING JURISDICTION. AND MAINTENANCE OF ALL EQUIPMENT ARE PROVIDED. OF 3 A SHEETS 363 &jo ' hc lVfi- q 0 14'0' REVISIONS Lu 16-1 1/2' NO. DATE NOTES 6'_0• g'-0• EXISTING CEILING TILE - w ACCESSIBILITY IBILITY NOTES TO REMAIN Zf ALL SECTIONS REFERENCED (BELOW ARE PERTAINING TO THE 2000 FLORIDA BUILDING CODE W/ QQ 2003 REVI S I ONS CHAPTER 111. La I 1. PROVIDE MAXIMUM 1/4' DIFFERENCE IN LEVEL CHANGE AT ANY FLOOR LEVEL. IF DIFFERENCE VESTIE3UI E I IS GREATER (1/2' MAX) USE 1.2 BEVEL AT TRANSITION AS PER SECTION 112, y C4 w III����� ,-_-- _ _ 2. ALL COMMON AREAS SHALL. BE ACCESSIBLE AS PER SECTION 11-5.3, (Y A.F.F. EXI T. ® 3. ALL DOORS REQUIRED TO BE ACCESSIBLE SHALL HAVE A MINIMUM CLEAR OPENING OF 32' CEILING GRIP _ _ _ D 10 11 TOILET ROOM WITH THE DOOR OPEN 90 DEGREES. MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WITH ® SECTION / FIGURE 11-4.13,6. THERE SHALL BE NO LESS THAN 18' OF CLEAR WALL SPACE ON TWE ' 0 PULL SIDE OF THE DOOR MEASURED FROM THE DOOR STRIKE. THERE SHALL BE NO LESS THAN LINE OF CEILING TILE 6 5 z 12' OF CLEAR WALL SPACE ON THE PUSH SIDE OF THE DOOR MEASURED FROM THE DOOR - z "' _ - GRID SLOPE TO LEVEL q-2 A-2 ' V A STRIKE WHEN DOOR HAS BOTH CLOSER AND LATCH. �_, ?' CEILING GRID 4 Q 2 4. CORRIDOR AND/OR AISLES CONSIDERED AS A MEANS OF EGRESS SHALL NOT BE LESS THAN cra' I 3'-6' 7-0" Q z A A C 44' CLEAR. ALL OTHERS TO BE A MINIMUM OF 36' CLEARAFF. _ 7-6 °° Q Lu UNLESS OTHERWISE NOTED. ,r.. . CEILING GRID 5. TOILET ROOMS SHALL COMPLY WITH SECTION 11-4.22 W��� � THO IA,J E. DUKE A.I.A. Lu 6. WHERE COUNTERS ARE PROVIDED FOR SALES OR DISTRIBUTION OF GOODS OR SERVICES ALIGN FACE OF NEW N 2 TO THE PUBLIC, AT LEAST ONE OF EACH TYPE SHALL HAVE A PORTION OF THE COUNTER WHICH G.W.B. (ABOVE) TO f: `,..:.:.:.:.:.:..:.: SLAT T A-2 IM IS AT LEAST 36' LONG AND A MAXIMUM WEIGHT OF 3b' AFF. AS PER SECTION 11-72 EXISTING GAB �p : ARCHITECT - - LLJ - CABINETRY /COUNTER NOTES' __ _ _ _ _ _ 4 - _ __ _____ __ _ __ .. :1807 UNIVERSITY BOULEVARD S; 0 2 JACKSONVILLE, FLORIDA 32276::::::-::.: A-2 LEGEND 1• PROVIDE PLASTIC LAMINATE TO ALL EXPOSED SIDES. (UNOI COLOR TO BE SELECTED (904) 721-0434 Lu A EXISTING INTERIOR PARTION TO REMAIN 2. DOORS TO BE FLUSH FACE TYPE: DESIGN. EACH DOOR TO WAVE FL. LIC. # AR TO HAVE EUROPEAN TYPE ADJUSTABLE CLOSING HARDWARE AND 0 3' WIRE PULLS (BRONZE FINISH) AT EACH DOOR. . .. . . QLu EXISTING 1-HR FIRE RATED PARTITION. CONTRACTOR TO 3. CABINET ELEVATION SECTION FOR DESIGN INTENT Lu VERIFY AND MAINTAIN UL DESIGN NUMBER U419 4 LL 0 C NEW 3 5/8' MTL STUD WALL W/ 1/2' GAB. EACH SIDE TO A_2 z BOTTOM OF SUSPENDED CEILING SEE SECTION 1/A-2 3 PLAN -- P.Q,S. 5TATION A-2 SCALE: 1/7 - 1'-0' D SHOWROOM EXISTING 7 X 4' SUSPENDED CEILING iLu ® GRID W/ NEW TEGULAR EDGED CEILING TILE WEIGHT VARIES, SEE REFLECTIVE PLASTIC LAMINATE PLASTIC (LAMINATE Lu CEILING PLAN) COUNTERTOP COUNTERTOP ADJUSTAIBLE a SHEVLING W 0 FF. NEW 7 X 4' PARABOLIC LIGHT FIXTURE 0 BASE CABINET Q WITH PLASTIC SEE ELECTRICAL zLAM HATE TOP • D O 36" AFFW DOOR z m PAINTED G,WB. °P OPEN W a EXIT LIGHT. SEE ELECTRICAL = "' 3 0 8'-7 1/4' * q-2 S ❑ Q O 11 d a P.O S. WALL MTD. BATTERY PACK EMERGENCY 7-9 3'-6' 7-6' Lu STATION-COUNTERTOP LIGHT FIXTURE. SEE ELECTRICAL 2'-6 5'-6' Lu 042' A _ O 4 8,0' J FF I - w I - - LLcl� LL O RECESSED INCANDESCENT LIGHT FIXTURE. - i ° CABINET Y ELEVATION 5 CAB IN ZE 0 ETI�Y ELEVATION Q I I SEE ELECTRICAL i 4 z .J ~ A-2 SCALE: 1/2' • 1'-0" A-2 SCALE: 1/7 - 1'-0' w LL z ( o Ll.l II I I - PENDANT MOUNTED HALOGEN LIGHT FIXTURE - I W I I SEE ELECTRICAL ---� U Lu COUNTERTOP I I O a 036' AFF. � I I (� '"— `.J Lu IuLJ� S O Q PULL-OUT ~ V W DRAWERS Z J (� Lu 4 7 PLASTIC LAMINATE 0- COUNTERTOP ~ ZE EXISTING STOREFRONT A-2 ADJUSTABLE 0 Lu Lu 1 SNEVLlNG EXISTING 2' X 4' SUSP. t� p V CLG. GRID, PROVIDE NEW ACOUSTICAL TILE REFLECTIVE CEILING PLAN (1) 4 N OPEN 4 1/4' - l' SCALE. -0' `" FLOOR PLAN PLAN NORTH _ - o SCALE: 1/4' - 1'-0" PLAN NORTH HVAQ NQTES: 0 1, EXISTING UNIT DUCTWORK TO REMAIN. H.VAC. CONTRACTOR ''.1 Off,,r SHALL RELOCATE EXISTING RETURN AIR AND SUPPLY DIFFUSERS INV A �1 a ALL SPACES AND REBALANCE FOR NEW LAYOUT PER FLMG 601.4. E0. E0. 7-6'' 3'-0' 6' 2'-0" DOOR S CN E D U LE F I N I S N NOTES MECHANICAL CONTRACTOR TO SUBMIT SEPERATE DRAWINGS. _ Ir ���� •���r r BASE CABINET BASE CABINET N EXISTING DOORS TO REMAIN I. PRIME AND PAINT NEW WALL(2 COATS) AND ALL EXISTING - WALLS. COLOR TO BE SELECTED. 1/2' G.WB. EA. SIDE 3 5/8' SEE PLAN 4 MTL. STUDS 24' O.C. TO - v - ELEVATION •.,� CABINET Y ELEVA I 0 3070 S.C. WD. DR. STAIN GRADE TO MATCH 2 FLOOR FINISH SHALL BE STAINED CONCRETE THROUGHOUT BOTTOM OF SUSPENDED 6 R iS� `• ...•� ,,� ,�.`�:%" a BUILDING STANDARD W/ PAINTED HOLLOW MTL FRAME. CEILING = A-2 SCALE: 1/2' - 1'-0' ,� ENTIRE SPACE. o TYPE 'A'. PROVIDE PASSAGE LOCKSET. 3. PROVIDE 4' VINYL COVE BASE THROUGHOl1T SHOWROOM ~ NOTE: PROVIDE LEVER-TYPE COMMERCIAL GRADE 4. EXISTING TOILET ROOM TO REMAIN PLASTIC w LAMINATE ACCESSIBLE HARDWARE ON ALL DOORS SLAT WAIL = ASSEMBLY COUNTER TOP RELEASED FOR CONSTRUCTION z w ADJUSTABLE TE: JAN 16, 2003 DA JANUARY S EVLING W/ EXISTING 0 1/2' GAB. 4 HRECESSED BUIL GIT INSUIIONOVER STEEL BAR JOIST FLUSH S.C. MOUNTING FLOOR PLAN/ Q STANDARD J WOOD F_ oo TWO 3 5/8' METAL U ' STUDS H.M. FRAME _ EFLECTIVE CEILING PLAN WOOD TRIM EXISTING Lu M ACOUSTICAL CEILING GRID W/ NEW 2 X 4 DETAILS `P 3/4' PLYWOOD TEGULAR EDGE CEILING TILE 771FIE�WVERIFY A FHOLLOW RAME METAL 4 DOOR W/ RISE/RUN OF CONT. RUNNER TRACK SAME GA PLASTIC EXISTING E)1(TERIOR CM0 U WALL EXISTING SLOPED 4 DRAWN BY: CH CHECKED BY: TED AS STUDS. SECURE TO SLAB W/ LAMINATE CEILING GRID 0 0/145 Jt129 WITI POWDER DRIVEN FINISH PROJECT NO. 8003 z SOLID CORE POC W/ 1 1/8' PENETRATION • lb' EXISITNG CONCRETE SLAB < WOOD DOOR 4' VINYL BASE _ SHEET Q 7 OA PAINTED G.WB. VINYL BASE 3' L tnLU 7-0. w w DOOR TYPES A — 2 A . J M N M) 1 WALL SECTION TNNINTERIOR ELEVATION , CABINETRY SECTION BUILDING SECTION A_2 A-2 SCALE: 3/4' - 1'-0' A-2A-2 SCALE: 3/4' - l'-0' SCALE: 3/4' - l'-0' NOTE: FOR INFORMATIONAL PURPOSES ONLY OF 3 A SHEETS i REVISIONS Lu fn NO. DATE NOTES X 0 LIGHTING FIXTURE SCHEDULEkE w , ,ELECTRICAL LEGEND LAMP -2'4' Li TYPE MANUF. CAT. NUMBER IZE VOLTS MTGQUAN . HT. REMARKS FLUORESCENT LIGHTING FIXTURE -- RECESSED WITH JUNCTION BOX & A COOPER 2P3GAX 332-36-EB81-120 F32 TS 3500K 3 120 cFJLING PARAeouc E FLEXIBLE METALLIC CONDUIT CONNECTION. B COOPER 2G-2U3-A125-EB81 U32 T8 3500K 2 120 CEILING SEE NOTE 2 v, C FORECAST F5350-59 50W MR16 1 120 CEILING PENDANT 7' AFF E E PL FLOURESCENT INCANDESCENT OR H.I.D. LIGHTING FIXTURE _ E 0� , D COOPER CU2 WITH UNIT 1 120 WALL, SURFACE OR WALL MOUNTED. E COOPER L.PX70RWH WITH UNIT 120 CEILING EXIT SIGN - SEE NOTE 1 RTU O F PROGRESS P87/8066-28 9OW CAPSULITE 1 120 REG EMERGENCY LIGHTING FIXTURE. DO NOT SWITCH. E 6Q w EXIT LIGHT - PROVIDE ARROWS AS INDICATED, SHADING DENOTES FACE NOTES: 2 E Ln �- ORIENTATION. DO NOT SWITCH. 50 1. SINGLE OR DOUBLE FACE AS INDICATED ON PLANS. IF CEILING EXCEEDS 9' 0' WALL MOUNT FIXTURE ABOVE DOpR. 2. REPLACE LAMPS AND BALLAST AS REQUIRED zLu TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT L-1 HUBBELL NO. HBL12211 WITH NO. P1 COVERPLATE - 46" MOUNTING HEIGHT a. - E - - 3 U.N.O. PROVIDE MOTION SENSOR SWITCH WHERE REQUIRED PER FL ENERGY CODE 415 L-5 :a::T: IAS , E. DUKE, A.I.A. DUPLEX RECEPTACLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, HUBBELL Lu NO. 53521 WITH NO. P8 COVERPLATE, 18 INCH MOUNTING HEIGHT, U.N.O. Lu ARCHITECT X QUAD RECEPTACLE - SAME AS ABOVE EXCEPT 2 NO. 53521, PANEL 'L' Lu 18 INCH MOUNTING HEIGHT, U.N.O. SURFACE MTD. 120/208 VOLTS 3 PHASE 3 WIRE SQ. D TYPE QO COPPER BUSS 200 AMP MAIN Luc REMOVE EXISTING DEVICES AND PATCH �-' 1807 " UNIVERSITY. BOULEVARD S, DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT, 0 3 WIRE GROUNDING_ HUBBELL NO. GF53521A WITH NO. HPS11 COVERPLATE, aESIGNATIaN clRcurr CIRCUIT KVA Kvn clRculT clRcurr DESIGNATION JACKSONVILLE, FLORIDA 3221b 46 INCH MOUNTING HEIGHT, U.N.O. EXTERIOR LOCATIONS SHALL BE MOUNTED cNo BREAKER BREAKER N� (904) 721-0434 AT 18" A.F.F. WIRE COND POLE TRIP TRIP POLE COND WIRE z 1 EXISTING RTU 6 3/4 2 50 11.5 1.2 20 1 1/2 12 LIGHTING 2 w DATA/TELEPHONE OUTLET --- 4 INCH SQUARE JUNCTION BOX WITH 1-GANG EXTENSION FL. LIC. # AR .: 0.013266 RING, BLANK COVER PLATE - 18 INCH MOUNTING HEIGHT, U.N.O. PROVIDE 3/4" 3 1.2 20 1 1/2 12 LIGHTING 4 L-6 0 CONDUIT TO ACCESSIBLE CEILING SPACE. 5 EXISTING WH 10 3/4 2 30 4.5 1.2 20 1 1/2 12 RECEP 6 w 7 1.2 20 1 1/2 12 RECEP 8 JUNCTION BOX. 9 SPACE 1.2 20 1 1/2 12 RECEP 10 MOTOR, FAN, PUMP OR AIR CONDITIONING UNIT. 11 SPACE 1.2 20 t 1/2 12 RECEP 12 o z LIGHTING AND/OR POWER PANELBOARD. 13 SPACE 1.2 20 1 1/2 12 RECEP 14 15 SPACE t.5 20 t 1/2 12 EXISTING SIGN 16 REMOVE EXISTING DEVICES AND PATCH D WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS. 0 17 SPACE 1.2 20 1 1/2 12 RECEP 18 HOMERUN TO PANELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF 19 SPACE 1.2 20 1 1/2 12 RECEP 20 J w ��� CIRCUITS. CROSSMARKS INDICATE QUANTITY OF NO. 12 CONDUCTORS. RUNS 21 SPACE 1.2 20 1 1/2 12 RECEP 22 VOID OF CROSSMARKS ARE 1/2 INCH CONDUIT, 3 NO. 12, U.N.O. DO NOT 0 COMBINE HOMERUNS EXCEPT AS SPECIFICALLY INDICATED ON THE PLAN. 23 SPACE SPACE 24 DENOTES WEATHERPROOF - MOUNT RECEPTACLES HORIZONTALLY AND PROVIDE 25 26 w WP TAYMAC 60350 COVERPLATE, FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. 27 28 a 29 30 L-8,10 ° 3 60 N3R DISCONNECT SWITCH, "3 60/40 N3R" DENOTES 3 POLE, 60 AMPS, 40 AMPS F 40 FUSES N3R DENOTES DISCONNECT NEMA RATING. 31 32 42 33 34 E E DENOTES EXISTING DEVICE, RECONNECT AS REQUIRED FOR CIRCUIT CONTINUITY 37 38W�// 0L W z 39 40 41 42 42 O Lu TOTAL AMPS 719 TOTAL KVA �2 . as,000 AAIP. Rus. SY►1uEITWAL MW CIRCU(r CURRENT RATING L-12,14 C' - TYPE A" FIXTURE U.N.O' - Ld 42' T _ O F O I— J LL LL 0 C. F_ J W 0 ♦ Al2: - C F g z m J ,u O Lu E O �.=-- CL w � z z s o Lu BRANCH CIRCUIT CONDUIT JUNCTION BOX � Z ATTACHED TO STRUCTURE L-16 Q W E w E 6 FT LENGTH OF FLEXIBLE CONDUIT TO ALLOW _ FOR EACH FIXTURE,PROVIDE FOR RELOCATION. INCLUDE GROUND WIRE - - O C] TWO STEEL WIRE SUPPORTS ALL CONDUCTORS #12 AWG COPPER. TO STRUCTURE, AT DIAGONALLY MAXIMUM OF THREE (3) FLEX. RUNS PER = . S � OPPOSITE CORNERS OF FIXTURE Lu JUNCTION IBOX. p LAY-IN TYPE FLUORESCENT TROFFER V o ELECTRICAL NOTES : SEE LIGHTING FIXTURE SCHEDULE ° POWER PLAN LIGHTING PLAN 0 � 1. REMOVE ALL EXISTING ELECTRICAL CONSTRUCTION AS REQUIRED FOR TYPE "G" INVERTED "r- CEILING GRID. SECURE FIXTURE TO SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0" Q NEW CONSTRUCTION. ENSURE CIRCUIT CONTINUITY. GRID WITH APPROVED CLIPS, FOUR PER FIXTURE. 2. PROVIDE NEW EXIT AND EMERGENCY LIGHTS AS SHOWN ON DETAIL-TYPICAL LAY- IN FIXTURE INSTALLATION EXISTING METER CENTER WITH 2O0A 0 DRAWINGS. VERIFY FUNCTION OF EXISTING EXIT LIGHTS AND REPLACE ANY NOT To SCALE METER BASE AND TENANT MAIN U.N.O. 0 DEVICE FOUND DEFECTIVE. SEE NOTE 3 Lu 3, CONTRACTORS SHALL COORDINATE THE SEQUENCE FOR DEMOLITION AND THE LOCATION OF SITE STORAGE. REMOVE AND STORE ALL LIGHT FIXTURES EXISTING EXISTING EXISTING I., AS REQUIRED. Ho 0 O PANEL PANEL M 4• THE ELECTRICAL CONTRATOR SHALL PROVIDE REVISED PANEL SCHEDULES 800 AMP N VERIFY CIRCUIT LOADS ON ALL LIGHTING AND BALNCE AS REQUIRED. MA208BREAKER1 a O NOT USED L 3 PHASE 4 WIRE no 5. VERIFY EXISTING ELECTRICAL SYSTEM AND NOTIFY ARCHITECT/OWNER OF ANY 65k AIC CONCEALED CONDITIONS. SERVICE RATED H o u 0 0 6. PROVIDE A REVISED FIRE ALARM PLAN IF REQUIRED BY BUILDING MGR. OR LOCAL FIRE MARSHAL. Lu 3/4" CONDUIT _< 7. THE DISCONNECT OF ALL ELECTRICAL DEVICES REMOVED SHALL BE AT THE SUPPLY JUNCTION BOX OUTLETS AND SWITCHES SHALL BE STORED ON SITE PROVIDE SLOTTED CHANNEL RELEASED FOR CONSTRUCTION FOR REUSE WHERE FEASIBLE. CONDUIT SUPPORT. � TYPICAL TELEPHONE PROVIDE BUSHING (TYPICAL) DATE: JANUARY 16, 2003 Lu 8• ELECTRICAL LOAD CALCULATIONS OR RISER DIAGRAMS ARE NOT REQUIRED, OUTLET TELEPHONE NEW LOAD DOES NOT EXCEED 10 % OF EXISTING BUILDING LOADS. BOARD 2" C. WITH 3-4/0 AL,#4GND U- 0 9 ALL CONDUIT TO BE SUPPORTED INDEPENDANT FROM CEILING GRID 3' x 6' x 3/4" PAINTED PLYWOOD 10. ALL LIGHT SWITCHS SHALL BE INSTALLED PER FLORIDA ENERGY CODES. PROVIDE (TELEPHONE BOARD) F-• OCCUPANCY SENSORS OR DUAL SWITCHING AS REQUIRED. ELECTRICAL PLAN u a 11. SHOP DRAWINGS SHALL BE COMPLETED ON FIRE ALARM SYSTEM SHOWING To #4 REBAR IN FOOTING (SEE DETAIL 2/E4) 0 1---#6 BARE COPPER GROUND TO AND TO TELEPHONE SERVICE PER BELL SOUTH TO TELEPHONE SERVICE BOX. w DETAILED INFORMATION WITH ALL THE SYSTEM COMPONENTS AS WELL AS y NEAREST APPROVED BUILDING GROUND. = REQUIREMENTS. SEE TELEPHONE RISER. SYSTEM WIRING DIAGRAMS. PROVIDE 10'-0" SLACK AT BOARD. #2 COPPER 1--1" CONDUITS ca 12. ALL 2X4 LIGHT FIXTURES SHOWN MAY NOT BE LOCATED EXACTLY AS SHOWN. FROM EXISTING o COORDINATE CEILING GRID WITH GENERAL CONTRACTOR AND ADJUST FIXTURE PHONE BOX DRAWN BY: CH CHECKED BY: TED w LAYOUT AS REQUIRED. TELEPHONE RISER DIAGRAM D PROJECT NO. 8003 o NOT TO SCALE EXISTING POWER RISER DIAGRAM NOT TO SCALE SHEET uiui POWER RISER NOTE$; ar w ce 1. CONTACT JEA FOR POWER POLE LOCATION asp s 2. PROVIDE LOCKOUT PROVISIONS ON MAIN BREAKER BOXES PER t7 J.E.A. STANDARDS. o✓ 3. PROVIDE NEW PANEL SCHEDULES OF 3 A SHEETS 363U1an y " r P ,, " 9 Id«6. 9S' t g t :S: :fib -0. 93• .a• r4 �• x - b 1,} r i f p, r t� ,,{ r .7 ,r,• x fr k I. R. ,a "F. a - r r: �• a 1 :n 'r r� .uY v �r s 1 f � s 1 ra ! r S N , t 5 L- 1 }I i� St +n 3 y f V I J_ T i V, ' • A, C R•s '•Y.. �, Fri'„• r y Coro K� z: •.w , n ty i R t? r,` 2 . i tA 4 }�(.f y •rn yi r Ll ��r 1 r11„' I.+r� �' �ak •,A nJ..' ♦. '.QAC ��:.�7+. .t!S�.•' �p� } rl%F 'i. .Y,,. '�,.� 9. I r: aF ^i �J,. :.I.tR. 'r >:•k• AC, r^ I I I •�r N I 1 a C f L l r�:^b 1 � �o• ,y^ �{ 'L•-(�� i v4':•• ,rS :3'.'• iii i`. 6' `Z , x �r •r: 1. + •r.3t�.' �1 i � ,�:• ��� ,::.,.:,�,�• , 1 a It r II r . ..,.�. ' �:.t..r .- .. : _ .z +qs..• .�J, ••a' •r. r da_n_ r�'r<'il^ J.R'.xY ,.�, w - 1r I � 1' n �F lam,' '��1' - ti.• �' - , �l 1 ► ��. t .r. 4 { ±x V✓ -fr 1 �. - � r t� Y_ .Y ''lv,r - �tri' -�' �. 1 1•'.�!` �� T...�'. a:,• •r 1 s.: A r T GAT rq ! ,jet.,,: ;�.: 1ti•, L #. A / y 1 a F 4'^ t _ I t 1 - �x Co F �y G - Cr�tr r 1 C �5 s r t C a ti. 1 ti , x t= 1 zt Cp 1 r i ?� �r F. I i l r� - r zl,' iv 1 Y c r 1 r: 1 � r M _ A Q Q. w:f 12 I 11 z. I I ,o 1 -Q r � c r I B -:d u i Ch Q1 r; C• Y S •y 8 .M '"X� kti , i 2x�f <.• =1`r LOT • /4 � - - yy{{ r' 11 R` R EN LO s ' v. _ Q vnI'r h la.g2 as ' 20.0• �t f y t V 1 RAMP V,211 t .. 1 t 1-^ a - _ -a , 1 A _ �r �V -_ tA•0 AS 1~ - _ r r / rJ J R +� L•t-1 l Y )' r� h• LV r , M l i •� N , ~-r 1 i r / I , i r I r- •t. a, r„ , r NAT _ N�1••! 6'22411 WOOD ENGE 99.9' DETENTION POND - .~S ''� - . ... - . , � 1 ,I Cz -"`-•��..-�:- _...-_ �,, II ( ra H C r B Bt g y rn� m I1i 4' ONCAET I 1 1 It t ON E 0 0 C fr -. — S d39 S � n G -•� � 1 � ,� 1E✓ � au f 9 S CTUR r • I ... � ; � �•'�'� r''}6tl� .._.... r _ � � 1/T PIPET, 3 7 I / ,� 9 6 IN NCRE., T Li fQk ' Its �#. .1 ) r ! CR T Co ffT 'j I F.- 1 , N E. 421 [,OTS 7, 9, 4, 10, ll, 2l2; 1". 14 15, 16r 1 AND •10 TOGETHER tTFf.'{'^k.f�. r - t �`-�L7 �� �K�� (✓.-r L-1p`t?T : NORTH, 82.5 FELT- OF . 7'HFr BIAST •'1'4 FEET Ol'. LOT 19 BL.UCK . 1, . 1'GAT g f! RECORDED I N PLAT BOOK 5 P CI 6tS•Cly:T)'tE w , 11 U' r SUBDIVISION "A" ATL,ANTI"d &AG R C RI)Eq A Ft,. r - r~ COUNTY,, .cowrAININQ 1 �f5 CUkIRENT PUBLIC R7?CORDS 011f Qq AL, CO MORE I - 1 i - -.1 ALV.A1�t�►�ixr FACT I - I I _ - --- - _ _ �. - r_ __-- _— t rf4W. {i���'!-IP•PlF,C:I:� -- ___.. ._ _:•__. - -- � '� - Y � I� ``k,IE.� �` Yom' , — r I i IS . t--, , � ��=~�. _ L Gca 7��' ..:�i I P -r` I']ti�, 1 j I ' __ . . .•__ ... __I _..._ _ _ :... ;/ _ ..: . :: .... _. _�... ,_-. _ i ; i •rt i.�-� �, I��C'"" •�..... 1 •l - , r 4 -�:, _.�... _.. .._ _� .. � I i r •"' d?Cj�.- / ` I 1_ zxc� 1 I G�ct"L i • - 1 F-- I Y i1.. ., ,I - ,._y m)}'��~ r��.•: tl . r) V.•-..n. i � �,. ��Yr � � _.� , 5r� I . �,� _, 1 �--t'•�T x. f•M � ,I `� +� 3 r"1 �,•.' �A►t�T -` � .� . ; I.� �• I p _t r � �.,; ,_ n ,..i�• �, i I '''f � � ,�.1�e�sr' ., ..� , E�' Gt y�� �N►�. Tom? `r�P, r�11J� tp�l� J 5 a �Ic r :;,�,� , ��;�, - 1 ;� �� �'-� �•' � - '� NUT49N� gS15X I () po�•1" F'liT�l•�, I { l• f C 1' r 1 1 I i - 1. r , ' r 1 I tom• G-•>� ~1 I .,1. , I 1 _ I I 1 , I ' � I - }• �, - ci �-,t•� �I c.tr. w ccr•�c�, '`2'•� ►.c�� I o l�{ r°\' L. "� ► s v r� ` �. :U � � l W _ T I _ , - tl ��• I � �// '7� CGS , ;. ��--Jr--r�.Y ,.�" ,- (j '""� ' jj I 14 • l• r � ' CS• 12• P/l�{ �� ��'�.}V,�'� � -v .- , .•, <��-�F./`r:���{ti��h�.„tJ1"�:s'Y-���F.1',7 — T,. - n • O V D 's d pR A' BEACH .: . , .. r -..- ,, ., _. ••._ .- _. � •� I i i I TIC I LAN i I I 1 • - 1 i 1 i r c IfiY pFF a.: 1 -- —. .. .. �_•-•—�-_� - I ( I � I I I /1� I 5 .I � i T'•^'�� �'Ill C1•- 4., - 1 r- i , r ; I - - , I ,, ,. I /r 1 .I F 1 � �� h .-•�� r i t .F I i i 4• I 1 I 1 { ! C 1 ✓� I I 1 II I I � � 1 1 r• � I I I I I r. 1• i I { F Y f I I , I - r I I 1 _ f I r I 1 f. I - r T - �. •S 'FV _-_-• - --- ..f _ _ �Ot - 11• o-� r '' ���#► F'B`I l-- F)�'T� - � .. . - 1� _ . . 5 0_u T >M. Imo. �. T:: �•.. . . . _ Q 0`v 1`� 1 �'` `� ;� 4,"� ., OCT 8 1992 r, •• C l i Building and Zoning + ��"fit•�I H/.({ -y' r^ '�• � trj.c f` :'n cra , z r - : _ , . ... . . . . . . .. r -. w _ __ ti. . i h . t r C t 1 �o - i tGta. h� - = r� - I . . . _ .- o 1 Q rlor� ! • 1 I ,., <. . - I , . . • - _ - -_� , \ / I �. . I __ -.- -_-' . . _ Y . f _ 1 . . / . 1 I , l I . i 0 , , , w , 7. , I . , ;' DESIGN CRITERIA FOR NORTH SHORE GRILL. \, i L,P :,.I C , , I - - . . . . rlta P���a' '1 - _. — rxz� - ;i r - of the Standard Buildin Code. AISC ACI ,. i I �. A ;Design Per 1992 Edition g , . i W� �� I . r f _ ._. ._ ._..._.._ . � _ o i ns �- to K '�' A L st edit a S AP a 0 t 1 , �.. }} __.. .-_-.. ..-.._w •� - .. - - -. ,• LIVE LOA1�5, :, ": . - 5 ., ! a . . 20 PSF I i t ,,,, RpQF , . . 3 �W W S = N A� I F r�' �� I sur I .; E Hr iI WIND LOADS: ; \ .. gyp— ;' I �I , � l / -� F• C . 1 Design wind pressures are �n accordance with ASCE Standar- \ ;,�' d sand Other Structures _ �n i Minimum. Desi n Loads for Buil in `` 1 _� _� i I g 8 I' 1 I _ I _ . ACE Z. 88 farme l ANSI AS8, 1 - __._ - - -_ _ _ ---__ .: S r )• s,:x Y _.. 4 4 _. ,. G - } f`i[� t'Tl I 1 . f 1 _ :: V i { .. r,.. ., e.. I IY asic Wind Velocit 110 MPH . ... . . . 28 .PSF `s 1 �✓>✓� T� �. % �->✓d1�a a y 63 } : ". I _. - r �� 1 ,. :, , 1 NCn 3 __ . . r.. w H I P>A tJT :. I TI. �^ k OW BL UN STRESSES: ___._. - ALL A E i -- --_ __ �,c r• .. . - — _ I . - Des u rent Edition A,C:I. .( 3l8 ) _ I - I ' Concrete ign per c x J / - --- �, -, ,i � 1 =� � S ►A�� p Yr v All Concrete Strengths @ 2$ days . . 'Fc = 3000 PSI I I , --�_Y_ f'� �1 C -I J WI ':?star) [ Reinforcing: ASTM A - b15, Grade 60 (Lap '30 Bar Diameters) . . I '2 ; ! V- I A . G . w� f.. r_ n Pres . . 2000 PSF -- c�w lV -_ ,- _ - ---- , I ( _ Gtr(' Soil Beari sure. . I _._._._.._ - I .I Assumed Allowable g I } I _� _..1 - _ _- ; i ' r� I II ' Lumber: Wood Construction in Accordance with Chapter � "r _ __� O . I �' , I --) I IY �r _ _ _ �(v. 1 1 hf =.r rI I 1Z of the Standard Building Gode: I .. r -- �-- i� t l '� , K�7G{ � s . I -f I I I ( f"�..ai,� � - t ---- ___ _ - � r2j :��A�� I ;. Framing Anchors: Noted on plans by "Simpson" or approved - Y W I I I , ICtJww Ws',�1. '_ I , n I equal. Use "Z" coated connectors. , Q Z • t ��(� I l� `2.�I/{"f'LY Ff�= 1 Ilw ror bC ' i� i -_�) I �-, �1Sr'IG'a.U L. - I ( . n , }1 7 I ; . ;kl� 7,� . G TEMPORARY BRACING: I f I \] i--- l� i FfT ' I II . i s + d ' r I I r-Xl�r1 �-_ __�. � U , tu Contractor shall be responsible far all temporary bracing } ( � , _ - _-_ to kee structu I l I I { R that is required during construction p re , �. I .- . safe and plumb until the entire structure is in place. ( r' Fib I 11 a pr• I I 'Z�1-QII --._. __. . _._..-_ --I ---- 1 •= . _ ___ M I I : -- �-- -------.--.---- -.._.....-•-- ----- ... __._ . --.. ----_ .__...__.-- .- -. . ---_.. .- I i -�racing shown an' s-ttuc�uraT�Awtngs-iW--for-the-cvmp�"e-ed� .. . 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DWGS. -- I , 4 NEW PHONE OUTLET 42' 42?~I E --• I I f 3 r- ----- -- --- 42'GFI11 . .---... - - ®E t_ --^� 0 NEW 110 V DUPLEX RECEPTACLE C VCT I - I i _I -. - - �(E EXISTING 110 V DUPLEX RECEPTACLE TO REMAIN E I I KI TCHENETTE COMPUTER I - -- cPr VCr ,... ..- -- - DUKE, I I D � � A/� i J_. _ _. - NEW 110 V DUPLEX RECEPTACLE 1:1/IA,S;.. E. E, A.I.A. ELEVATION I < CLOS. — — q I s - ._._._ . :_ .. . D ON DEDICATED 20 AMP. CIRCUIT ; ... . _ ...... FU WALL CABS. EVEN WITH -1 VCT EX SLT 5n �. ......_L.. r........ . -------- - _`.� . /? f q_1 n — n RR 4121 ----------- rr I HITECT 1 1/4 - 1 -o FACE OF PAPER SLOTS Q COPIER v 48' X 48' PLATED. - �:: 1/2" PLYW . PHON BOARD -.. 9'-5" (VERIFY) 9'-5" (VERIFY) i CPT Y -. _. _... -- :w� NEW 11O V QUADRADUPLEX RECEPTACLE �8�7" UNIVE�SI TY -.BOULEVARD S:' r ( $ 3 p ON DEDICATED 20 AMP. CIRCUIT jA'CKSONVILLE, FLORIDA 32214 D 0' �. �\ �. .` �, .�1i NJ , , 41r - ,. . . .. .... . , - (9 4> 721-0434. FINISH SOFFIT TO 1" BE40W - cn Q � N cm 6'-4' 3'-5' 6'-4' 3'-6' 5'-0' I I `� `� ,� i E OTE 3 { LOWER OILING I..__.. _ ..._.._ _ I i.... .F ....... ...... \_--�7 --r --T I I I . .: - i=L. Lid # AR O. 1266. EXISTING 2' X 4' SUSPENDED ACOUSTICAL CEILING E TILE GRID W/FISSURED CLG. TILE. (REPLACE DAMAGED ��- EXISTING PHR RATED TILES WITH GOOD TILES FROM REAR) a SEE NOTE 2 1'-3• DEMISING WALL TO REMAIN m ;P Q SEE NOTE 2 !A 4';2' 42' 1 N, AGENTS ................... ------------- . ---- --------------------------- N, ' Q i i _� i CPT t, N L 2' X 4' RECESSED FLUOR, LT. FIXTURE ......._. ........ ............... i_... ........_._...------..- - -- ;... .. 4-LAMP FIXTURE W/ PRISMATIC LENSE 01 SEE NOTE 4 SEE NOTE 4 4;r a2' 8'-0 1/2' 8'-6' 8'-0 1/2' --....._ ......................... . COMPU TEP, V 4 QI,K STATION 2' X 4' FLUOR. LT. FIXTURE AS ABOVE EXCEPT WIRE B C Iy �- _ R �� FOR 24-HR. NIGHT LIGHT. PROVIDE EMERGENGY �1 1/4" 1� Q" 1/4" 1, �" .._._.......-- --- BATTERY BACK-IP. -. 42"Id 6'-p• 5'-q• -..- - ---------.. ._.._. 1 R RELOCATED 2' X 4' RECESSED FLUOR. LT, FIXTURE p p p (4-LAMP FIXTURE W/ PRISMATIC LENSE) t - I ..._... � .....- . ..__ .. --- ---- E' DENOTES EXISTING TO REMAIN W Q - I r (� r� w ....._... .,..., NEW LIGHT SWITCH ...... — --7--7--T 1..1,.. _ .W _ SEE NOTE 3 0 D 0 o Q �: i i ® EXIT LIGHT- EXISTING TO REMAIN........... 0 o _ i i I O LL MANAGER CLOS I NG ROOM i CPT CPT E I i ` ® EXISTING RECIRCULATING FAN WITH V) I ! INCANDESCENT LIGHT FIXTURE. Z pp pp pp 10'-9 1/2' f 4'-0' 9'-9 1/2' i ....._._..- ?._ . ...................... ..I ....... O luu� L W LU j EXISTING WALL MNTD. INLAND, FIXTURE A I i ti z F CLu DP I ER E MAIL AREA ALIGN - - �-----_ �- -._._. �T- . -_-W v T. _ w r Z ,. - 2'-$� - ._. 1-• i I i i_ V J ti r I n n i I � � ff 'f I EXISTING sLATd FLOOR ------------- FINISH - I.... .... ._. �✓ DUI RECEPTION � ___._._.._.._ ...._.. .-- - ---......I--- ......... ............� ® _1 FINISH TO REMAIN , 1/4' TEMPERED 3'-4 lir 6'_5• a AGENT ARFA f~ R GLASSIFF-F— < --� t _.........._...._..._ -- ,� \ REMOVE EXISTING WOOD BENCH i ► j WOOD TRIM ITO MATCH E E �._ _F. . ..._._ ....._ .-. -..._.. ... .. ._... . . ... DOOR TRIM D ❑ i .1 . i �) — q• j Q 16' DEEP SHELF W/ 4' VALENCE 54 4 MICROWAVE HELF a' 25' DEEP COUNTERTOP W/ 4' EI'ACKSPLASH •• zf FIXED GLASS E LE VT I aN FLaa PLANREFLECTED CEILING PLAN A " . " . ; • 'j ,� 114" 1'-0" 1/4" - 1'-0" = c j v • FF T.V, SHELF G KI TCHENETTE A-1 1/4" 1'~0" 1/4" 1'-0" D00)R SCHEDULE Date: . Q, Q Atlantic Baach re Marshal EXIS1fING DOORS TO REMAIN. RELEASED FOR CONSTRUCTION PROVIDE 9" BRONZE MAIL SLOT AT BOTTOM OF DOOR NO. 1 GENERAL NOTES DATE. 2 APRIL, 1997 MILLWORK NOTES - �� �'J 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 3068 WD. FRAMED GLASS DOORS PAINT GRADE. FINISH DOOR AND 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS SHOWN AND NOTIFY TENANT PLAN 1. SEE INTERIOR DESIGN FINISH SCHEDULE FOR ALL INTERIOR FINISHES, WOOL) TRIM PER INTERIOR DESIGN SCHEDULE, GLASS TO RECEIVE THE ARCHITECT OF ANY DESCREPANCIES PRIOR TO COMMENCING WORK. A,PdP R D V E D. RECEI'VEEN)l 2. PROVIDE 4' VALENCE WITH UNDER CABINET LIGHTS ON SWITCH AT COMPUTER AREA. PERIMETER ETCHED DESIGN PER INT, DES. DWGS. PROVIDE LEVER-TYPE CITY .OF ATLANTIC BEACH BRONIZE FINISHED HARDWARE PER INT. DES. SPECS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING All PERMITS, AND gUIL,orN OFFICE GENERAL NOTES 3. PAPER SLOTS TO BE 9' W X 15' D X 2' H. PROVIDE 3/4' VERTICALS- DADO TO RECEIVE APPROVALS NECESSARY FOR THE COMPLETION OF ALL WORK APR 16 1997 1/4" SLOTS. SLOTS TO MADE FROM 1/4' A-B PLYWOOD WITH CLEAR NATURAL FINISH. APRT 2 3 1997 - VERTICALS TO BE 3/4' MAPLE PLYWOOD W/ WOOD VENEER FRONT EDGE, 4. MODIFICATIONS TO EXISTING HVAC, AND ELECTRICAL SHAD. BE PER CODE REQUIREMENTS. r City of Atlantic Beach FINISH NOTES : DESIGN, SPECIFICATIONS AND DRAWINGS WILL BE PROVIDED BY HVAC AND \ t -- • --Building and Zoning 4. PROVIDE UNDERCOUNTER BRACKETS AS REQUIRED TO SECURELY BRACE ALL COUNTERTOPS. '"� 1, SEE• IINTERIOR DESIGN FINISH SCHEDULE FOR ALL INTERIOR FINISHES. ELECTRICAL CONTRACTORS AS REQUIRED FOR NEW WORK. DRAWN BY: TED CHECKED BY; TED 5. SUBMIT 4 SETS OF SHOP DRAWINGS FOR ALL MILLWORK PRIOR TO CONSTRUCTION. 2. REMOVE EXISTING SLATE FLOOR WHERE NOTED OR PROVIDE FLOOR LEVELER 5. COORDINATE POWER REQUIREMENTS FOR TENANT SUPPLIED WORK STATIONS WITH TENANT. 6. DIMENSIONS SHOWN ARE FOR DESIGN INTENT ONLY. FIELD VERIFY EXISTING CONDIT[0NS AS REQUIRED TO PREPARE FOR NEW CARPET. 6. ALL COMMUNICATION CABLING WILL BE BY TENANT. COORDINATE AS REQUIRED, PROTECT NO. 2797 PRIOR TO CONSTRUCTION. DEMOLITION NOTES 7. EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM TO REMAIN. MODIFY AND REPAIR SHEET AS REQUIRED FOR NEW CONSTRUCTION. REPLACE ANY DAMAGED TILES OR GRID AND 1. REMOVE ALL EXISTING CONSTRUCTION AS REQUIRED FOR NEW CONSTRUCTION. RELOCATE EXISTING HVAC AS REQUIRED FOR REMODELED AREAS.' STORIE ALL LIGHTS, PLUMBING FIXTURES AND DOORS PER TENANT DIRECTION. PLAN 8, PROVIDE N.C. ACCESSIBLE HARDWARE ON NEW DOORS. <EY 2. PATCH AND REPAIR ALL WALLS, FLOOR COVERING, BASE, CEILING AND RELATED 9. ALARM SYSTEM AND REQUIRED FIRE EXTINGUISHERS BY TENANT. FINISHES ADJACENT TO AREAS OF DEMOLITION, WHERE DEMOLITION AFFECTED THE EXISTING FINISHES. C. IU1 OF 1 SHEETS %SOO lei oiq�j a eL ------- r7n, 77 ovv T15# 4----------- 7L =Sag V444 1.j AF J- ov E D --------------- top ptN� BEACH elly of 011051cs 5R 1997 it . .......... REVISIONS NO. DATE NOTES ELECTRICAL N 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2002 NATIONAL ELECTRIC CODE (NEC) AND LOCAL CODES APPLICABLE TO THIS TYPE OF INSTALLATION. 2. ALL WIRING TO BE THWN SOLID COPPER, CONDUIT SHALL BE RIGID PVC. 3. NEUTRAL WIRES SHALL BE SIZED IDENTICALLY WITH PHASE CONDUCTORS, UNLESS OTHERWISE IDENTIFIED IN THIS PLAN. EXISTING 100A, 3PH-/4 WIRE 4_ ALL CONDUCTORS SHALL BE J12 AWG UNLESS OTHERWISE INDICATED IN THIS DRAWING 120/240 VT. ELECTRICAL OR PANEL SCHEDULES. EXISTING EXHAUST PANEL EXISTING 5. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL BE RUN WITH A #12 GREEN WIRE UNLESS FAN TO REMAIN TEL./DATA OTHERWISE INDICATED, ALL OTHER BRANCH CIRCUITS SHALL INCLUDE A GROUND SIZED PER BOARD NEC REQUIREMENTS. 6. UNLESS OTHERWISE SPECIFIED, MOUNT LIGHTING SWITCHES 48" AND RECEPTACLES 18" AFF. LIGHTING SWITCHES AND RECEPTACLES MAY BE FIELD LOCATED TO ACCOMODATE SERVICE TO DEDICATED EQUIPMENT UPON OWNER APPROVAL 7. CONTRACTOR SHALL FIELD VERIFY THE EXISTING FIELD CONDITIONS TO VERIFY THAT CAPACITY :y:'C >[Y! " __v - -__..-----------.--_._____.._.- _.__ ... EXISTS FOR NEW LIGHTING AND POWER CIRCUITS As REQUIRED BY THE NEW INTERIOR LAY-OUT DUKE, A.I.A. 2 O PRIOR TO BID. _ E. A'. PHONE HITECT 1=73 L.701ILI :_: 1807/_ UNIVEOSITlf..BOULEVARD JACKSONVI LE, FLbRtDA 322jwA.:::�.-" (90;4) 721--0434 if FL. LIO. # AR :40ii Ij G: Pd r3 i -, MAIL/COPY/FAX (77 �i LEGEND AND PLAN NOTES- 2 f �_ i i EXISTING 2' X 4' ACRYLIC LENS FLUORESCENT LIGHT FIXTURE LA {' P, EXISTING INCANDESCENT, DOWN LIGHT FIXTURE f i LL �/ I - M_-: I� ,�� EXISTING RECEPTACLE TO REMAIN � LL LL Q f > EXISTING TELEPHONE/DATA RECEPTACLE TO REMAIN _r.! 0 0 0 AGENTS 2 _ CO FE -ENCE 2 0 LL f r= EXISTING SWITCH TO REMAIN LL I t -� W � EXISTING EMERGENCY LIGHT TO REMN 4 Lu > rn Q (ID 01 NEW INCANDESCENT DOWN LIGHT, MATCH EXISTING 0 w a'' ® NEW DUPLEX RECEPTACLE L z w -. .. v F-- 0 Qt--- -- - I� NEW TELEPHONE 8c DATA RECEPTACLE LLILL (n g AGENI ' T..^ _:-_?�Tr: �l____.�___...�._._,_....._ {� S 1 ; I _.._._.-_. __ It NEW SWITCH J CONF. I C) �.. PLAN NOTES 1O PROVIDE NEW 3--WAY SWITCH AND LIGHTING CIRCUIT, VERIFY CAPACITY. 1 j 2O PROVIDE NEW SINGLE SWITCH AND LIGHTING CIRCUIT, VERIFY CAPACITY. I I = 3 PROVIDE NEW DUPLEX RECEPTACLE, CONNECT TO EXISTING CIRCUIT WHERE PERMISSABLE, ADD NEW CIRCUIT WHERE REQUIRED. L� wl i Q PROVIDE NEW TELEPHONE AND DATA RECEPTACLE, CONNECT TO EXISTING TEL/DATA G.._...___. _... `I BOARD, VERIFY CAPACITY, Q 3 Q PROVIDE NEW QUAD RECEPTACLE WITH DEDICATED CIRCUIT. • r r�lllll 11 / ELECTRICAL PLAN NOT RELEASED FOR CONSTRUCTION SCALE: 1/4' = 1'-Q" PLAN NORTH DATE: 23 APRIL, 1999 ELECTRICAL PLAN DRAWN BY: AIH CHECKED BY: T® PROJECT NO. 9903 SHEET 1 OF 1 SHEET 3t, 3 i EXISTING TOILET ROOM TO REMAIN. BOTTLE WATER COOLER CLEAN AND REFURBISH FIXTURES. 4-I1• 14-8 1/7 LEGEND: REVISIONS REPLACE EXISTING FAUCETS W/ _ EXISTING ONE• MF, RATED DEMISING WALL ACCESSIBLE UNIT. TO DECD NO. DATE NOTES _ coNTRAcroR ro vERI�r AIS MAINTAIN INTEGRITYOF UL DE GN NUMBER U419. Q ^ 1Y ROTATE PHONE BOARD 90 TO EXISTING WALLS TO REMAIN T 1 k CONSF-l+l VIEW FROM CORRIDOR. p TOILET f 1!T GAB. EA. SIDE 3 5/8 MTL STUDS \ f. \ f` TOILET 2 FIRE= EXTINGUISHER 24. OCL TO 5-0' AFF. W/ WD, CAP AND CASING. COMt?UTER KITCHENETTE SEE SECTION UA-L koe IT G.W.B. EA SIDE 3 5/8' MTL STUDS 24. O,C. TO CEILING. SEE SECTION 2/A L g g• 6-V 4 NEW PHONE OUTLET. CONNECT TO EXISTING CIRCUIT, 2 ; 15-T i f , l j /10 15-T 0 NEW 110 V DUPLEX RECEPTACLE. CONNECT TO EXISTING CIRCUIT. k mA l MAILJFAX _ T -?- A E. DUKE A.I.A. k yye3j �:_ RELOCATE EXISTING CABINETS AND MAIL SLOTS. -- �"- PATCH AND REPAIR ALL EFECTE? FINISHES. B I DEMOLITION NOTES RELOCATED CABINETS AND MAI HITECT r: k SLOTS. 6 I. REM ALL EXISTING CONSTRUCTION A5 REQU(E7 FOR NEW CONSTRUCTION.COORDINATE WITH OWNER. == _ 84 UNIVE2SITY-.BOULEVARD S:::::: 9'-5 314• - - JACKSONVILLE, FLORIpA 322E ;: : — — 2. PATCH AND REPAIR All WALLS, t COVERING, BASE, CEILING AND RELATED FINISHES ADJACENT TO ARE=AS OF 3� (904) 727-0434'`• ...... ::::.::.:::.. =::=-__ !` _- "= ._" _ . w DEMOLITION. WHERE DEMOLITION AFFECTED THE EXISTING FINISHES. 18' WIDE SHELF 30' AFF. 3. CONTRACTORS SHALL COORDINATE THE SEGUENCE FOR DEMOLITION AND THE LOCATION OF ON SITE STORAGE AREAS FOR EXISTING ITEMS TO BE REUSED, AND ' . PROVIDE THE OWNERS REP. WITH COPIES OF DEMOLITION INVENTORY. 4. THE GENERAL. CONIRATOR SHALL COORDINATE W i TH THE WCHAN I CAL. E` ELECTRICAL, PLUMBING. AND FIRE PROTECTION ENGINEERING DRAWINGS FOR ADDITIONAL DEMOLITION REQUIRED FOR FUTURE TENANT IMPROVEMENTS. N 5. REMOVE ALL CONSTRUCTION SHOWN ON THE DRAWINGS AS EXISTING -I" TO BE REMOVED, INCLUDING, BUT NOT LIMITED TO: PARTITIONS, I ' AGENTS 2 FECE 2 (INCLUDING ELEMENTS OC CURING ABOVE THE FINISHEDCEILINGSI QM HANGERS, STRAPS AND OTHER ACCESSORY OBJECTS CONNECTED WITH i THE ITEMS BEING REMVED. 6, THE DISCONNECT OF ALL ELECTRICAL DEVICES REMOVED SHALL BE AT THE 1 -------_.. SUPPLY JUNCTION BOX OUTLETS AND SWITCHES SHALL BE STORED ON SITE 4 FOP, REUSE WHERE FEASIBLLE. n 5 4 7. WHEN CARPET AND PAD IS BEING REMOVED, THE MECHANICAL ATTA041EVT Q TO THE CONCRETE FLOOR SHALL ALSO BE RF.MOVEED. EXISTING BASE TO REMAIN. a WHEREGLUE DOWN CARPET. RESILIENT FLOOR, OR OTHER GLUED FLOORING INSTALLATION IS REMOVED, REMOVE ALL ADHESIVE TO LEAVE FLOOR WITH 18' WIDE SHELF 30' AFF. A SMOOTH LEVEL. FINISH. 9, ALL EXISTING BASE SHEALL BE REMOVED, AND WALLS, IF TO REMAIN, SHALL BE w REPAIRED 80 AS TO CREATES A SMOOTH SURFACE READY TO RECEIVE NEW BASE. CONFERENCE 1 QQNNU r< 2 10, GENERAL CONTRACTOR IS T'0 EXPLO ZE SITE AND BUILDING AND NOTIFY ARCHITECT OF � LL Q 5� a� ANY POSSIBLE PROBLEMS OR DRAWING EXCLUSIONS PRIOR TO COMI0NCING WITH PROJECT, LL C) • B CONFERENCE!Zi a _1 FINISH NOTES SUITE 'T 0 0 1a 1. PAINT ALL WALLS IN OFFICE EXCEPT VINYL WALLCOVERING IN CONFERENCE ROOMS. 0 LLLL 2 CARPET TWROUG14OUT OFFICE EXCEPT TOILET RMS. EXISTING TO REMAIN. LL r � oll 3. CLEAN AND REFURBISH USTING TOILET ROOM AND FI TURErS. Lu Lu Z �.! PROVIDE WALL MOUNTED C PROVIDE WOOD BASE (TYPICAL.1 ALL FINIS14ES TO BE BUILDING STANDARD. 0 COUNTED TOP • 39 AFF MATCH EXISTING COUNTER a WOOD BASEBOARDS TO REMAIN - REPAINT. d w LAMINATE W1 EXISTING 4 > C� COUNTER, b O MANAGER _- FRAME PROVIDE T GA AND MILLWORK NOTES � C> z �� FRAME. PROVIDE ur GAB. OVER � 3.3/8• METAL STUDS TO MATO-) !/ ADJACENT FINISIL �`J 1. PROVIDE UNDF-RCOUNTER BRACTS A5 Rt:QU1RED r0 SECURELY BRAG ALL COUNTERTOPS. v Lu F"" / 2 DIMEENSIONS SHOWN ARE FOR DESIGN INTENT ONLY. FIELD VERIFY EXISTING CONDITIONS � ! T� Z v) ===_ PRIOR TO CONSTRUCTION. Q 3 PROVIDE PLASTIC: LAMINATE FINISH TO MATCH EXISTING MILLWORK RELOCATED FROM SUITE '12". LU „•,j V C AI DOOR SCHEDUE . EXISTING FLOOR PLAN SUITE 012" FLOOR PLAN SUITE '3' L � 7 SCALE: 114' - {-0' 2 X 4 STUD SCALE: 114' - 1'•U" 3 la 3 ill' X 3/ib STL ANGLE - PRIMED BUILT UP ROOF OVER STEM BAR JOIST 4070 LOUVERED W000 BIFOLq DOOR TYPE 'A' RIGID INSULATION (I), (:I), (a), (2:), 112' G.W.B. O, ®' (:i). Q J 3/4" X 6 51T WOOD CAPc rri- EXISTING DOORS TO REMAINLLI CEILING ABOVE R- I 1 BATT INSUL EXISTING, .,.►`�,, �a ��rx�V WOOD CASING EXIST, 7 X V SUSP. ACOUST. C.G. ACOUSTICAL CEILING =* =t •t = :` (� •.. 1' V ML 454 3/4 X 2 r - PLAN DETAIL I Hi,DEMISING WALL - ` �' � 4 r A TO DECK UL U-419 _ MYLLOUV!:RED WD, A-1 SCALE: 314' • NY EXIISI 518144 PEFIRE= STEED G. SIDES TION WIN ONE F _ �� �'• 1 AT 2A' O.Q VERIFY CONSTRUCTION TO MEET REQUIRMENTS = := - -.x IFOtD .� ./A OF UL DESIGN U419 IN FIELD. MAINTAIN NTEGRETY OF 14 R RATING AT ALL INTERSECTING EXI S I TNG CONCRETE SLAE3 '. ( • . c I k 2 X 4 STUD r PARTITIONS TYPICAL.. WELD STL ANGLE TO 3 W X 6 X 3116 . h STL PLATE - PRIMED 4 - UT G.WB, G,wB. BUILDING SECTION DOOR TYPE ANCHOR PLATE TO LONG SLAB W! 1!T G.WB. EA SIDE= 3 518' 3 Ill' EXPANSION ANCHORS NOTE::56W. OR INFORMATIONAL PURPOSES ONLY NOTE: REMOVE EXISTING HARDWARE AND REPLACE WITH RELEASED FOR CONSTRUCTION MTL STUDS 24" O.0 COMMERCIAL GRADE LEVER-TYPE ACCESSIBLE HARDWARE ON ALL DOORS. B BASE PLAN DETAIL DATE: 10 SEPTEMBER, 2002 112' GRB. EA. SIDE: 3 5/8' A I SCALE; 3/4• - 1-0' / " METAL STUDS 24'STUO.C. 9'-FNERIFY) FLOOR PLAN, Mn- DS 16` O.C. AREA OF CONSTRUCTICXV 5 IT X 3/4' WOOD TRIM 4 PAINT TO MATCH WALL � RIRR WALL CABS. EVEN WITH FACE: OF PAPER SLOTS 4 4 WALL SECTIONS r DEMO NOTES EXIT EXIT EXIT GARNER MOILED (�2 x 4 'P - - -- - = V N -j. 10 WD. BASE TO MATCH ,p1p Q -- - EXISTING w G.w6. STL ANGLE WDBASE TO MATCH "' DRAWN BY. CLW CHECKED BY: TED EXi5TING 2 x 4 � \_ � \ _� � •- - •- - - PROJECT NO. 6002 4 P 4 EXIT 4 EXIT SHEET Bulic IT SEE NOTE I COMPUTER TER WORK S TAT I ON KEY PLAN / LIFE S AFTE Y PLAN A �"�" 1 TYPICAL WALL SECTION TYPE `A` G SECTION TYPICAL WALL SECTION TYPE 'B` s PLAN DETAIL A B 2 SCALE: 314' - r-q A`1 SCALE: 314" s f- A-1 SCALE: 3/4• - I'-0' A I SCALL=: 1' - r-V A"I 1/4" • r-0" OF 2 A SHEETS mju REVISIONS ATI NO DATE NOTES NOTE: CI.ARJiFY WITH ARCHITECT ALL MERRILL RnAB I ONS ABEI2T+VIATIONS NOT LISTED. �t iAl C Q AS. ANCHOR BOLT ELEV. ELEVATION I.D. INSIDE DIAMETER R. RISER r ACT ACOUSTICAL CEILING TILE EMER EMERGENCY IN5UL INSULATION R.D. ROOF DRAIN STAR RD 9 �q AFF ABOVE FINISHED FLOOR QVCL. ENCLOSURE INT. INTERIOR RIE REFER TO 9 AGGR. AGGREGATE EQ EG UAL R FR, REFRIGERATOR AL ALUMINUM EOU IP. EEOU IPMENT JAN. JANITOR REINF. REINFORCED .�� 1 ALT, ALTERNATE E.W. EACH WAY JNT JOINT REC)'D. REQUIRED APPROX. APPROXIMATE E.WC ELECTRIC WATER COOLER JST. JOIST RM ROOM ARCH. ARCHITECTURAL EXP. EXPANSION RO ROUGH OPENING AYUrANTIC BL TL T c ATLANTIC LV C BLVD EXT. EXTERIOR KIT. KITCHEN r BD. BOARD S SOUTH BLDG. BUILDING BLVDU z v FA FIRE ALARM LAB. LABORATORY SG• SCk.tD CORE a BLK BLOCKSC-ESD. SCHEDULE > > v FD. FLOOR DRAIN LAM. LAMINATE -i BLL:G. BLOCKING FD.C. FIRE DEPARTMENT CONNECTION LAV. LAVATORY SECT. SECTION as r ¢ ... BM. BEAM FON. FOUNDATION LT. LIGHT SF. SQUARE FOOT BOT BOTTOM FIE. FIRE EXTINGUISHER BHT. SHEET a 4 "� ' [t_f: A E. DUKE, A.I.A. BrVVN. BETWEEN _-.-=-.--.." �-.� FE FIRE E(TINGUISHER CABINET MAX. MAXIMUM SIM. SIMILAR �b = W �` B.Ux BUILT UP ROOFING FF. FINSH FLOOR MEC.-i MECHANICAL SPEC SPECIFICATION � -z �: -:.;��� HITECT B.W. BOTH ways "' a _�.. :: -._. :. F1aC FIRE HOSE CABINET' MEMB. MEMBRANE SQ: OR SQUARE FIN. FINISH MANUFAC $S. STAINLESS STEM. C.J. CONTRA JT. FI FINISH LINE M� TUUR, BEACH BLVD BEACH BLVD . 807/ UMVE tSltY�-`BOULEVARD MA. MANHOLE STAGG. STAGGERIUD `...... CLG. CEILING PLR. FLOOR MIN. MINIMUM STD. STANDARD BEACH BLVD _::: JACKSONVILLE, FLORIDA CLKG. CAULKING FLUOR, FLUORESCENT UORESCE1rIT STIFF STIFFENER o� a `` (904) 721-0434 .�� : :__-... misc. MI5CELLAhE01.15 Cr� I ,.n. . OUR, CLEAR RVD. FOUNDATION M.O. MASONRY OPENING 5TL STEEL Rd CMC . CONCRETE MasoRY UNIT sae. =AcG of BRICK MTI_ METALsTuSTRUCTURAL ----F LIC. # AR Q :� ::. .,.. ... COL COLUMN FAC. FACE OF CONWIE MUL MULLION SUSP. SUSPENDED w CONC, CONCRETE F.S. FULL SIZE TOUCHTON CONN. CONNECTION FT. FOOT OR FEET N NORTH TR TREAD CONSTR. CONSTRUCTION FTG. FOOTING NI.C. NOT IN CONTRACT T t B TOP AND BOTTOM CONT. CONTINUOUS FUM FURRING NO NUMBER 'TER, TERRAZZO GT. CERAMIC TILE NCAA. NOMINAL T t G TONGUE I GROOVE GA. GAUGE DEG. DEGREE GAL-v. GALVINtZED N.TS. NOT TO SCALL: THK THIS GAGE p J, TURNS BUTLER BLVD J. U NER BUTLER BLVD DETJDTL DETAIL G.C. GENERAL CONTRACTOR TOP OF C)G � ANTER TT!/ TYPICAL DF. DRINKING FOUNTAIN GL GLASS J. TURNER BUTLER BLVD DIAG. DIAGONAL GR, GRADE: O.D. OUTSIDE DIAMETER T.O.W. TOP OF WALL DIA. DIAMETER GYP. GYPSUM OR OVERHEAD TA•G TOP OF CONCRETE A ON. DOWN GYP. BD. GYPSUM BOARD OPG. OPENING T.OS. TOP OF STEEL. DS. DOWNSPOUT G.W.B. GYPSUM WALL BOARD CPR OPPOSITE UNO UNLESS NOTED OTHERWISE SITE #L DWG. DRAWING ► S HB. HOSE BIBB PCT. PRE-CAST VCT VINYL COMPOSTION TILEn p•� /� E EAST N.C. HOLLOW CORE PL PROPERTY LINE: VER VERIFY `� � d OCA! �ON (E) EXISTING H!C HANDICAPPED PLA1M. PLASTIC LAMINATE VERT VERTICAL EA EACH HDWD. HARDWOOD PLAS. PLASTER uj W WEST E�1. EXPANSION JOINT HDYe HARDWARE PLYWD. PLYWOOD W! WITH W E.IFS. EXTERIOR INSULATION AND HM HOLLOW METAL PR. PAIR U HR. HOUR W.C. WATER CLOSET BAYMEADUWS RD FINISH SYSTEM WD. WOOD � LL EL ELEV. ELEVATION HT. HEIGHT QT. QUARRY TILE Rea ELECTRICAL HW!O WITHOUT VAC HEATING. VENTILATION AND LL AIR COAD E TIOhIING •�� (� ( CENTERLINE �.J 0 R PLATE UL _ ,� VICINITY MAF' � � 'u L W GENERAL NOTES : CLEAN 1 NG Q � W _�_1 } L Al.CONTRACTORS SHALL FULLY INVESTIGATE Tl-E JOB SITE TO COMPARE:THE 16 CONTRACTOR SHALL INCLUDE IN BED THE REMOVAL OF DEBRIS AND CLEANING AFTER 37. THIS SET OF DRAWINGS SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT L GENERAL: W-CUTE CLEANING DURING PROGRESS OF TUE WORK AND AT COMPLETION OF CONTRACT DOCUMENTS AND EXISTING CONDITIONS RELATING TO CONSTRUCTION OF ALL FINISH TRADES. PRIOR WRITTEN CONSENT FROM ARCHITECT. THE WORKAS REQUIRED BY GENERAL. CONDITIONS. W r � NEW WOK AND LABOR, THE CONTRACTOR SHALL iNCWE COST FOR ALL WORK 17.CONTRACTOR TO PREPARE ALL FLOORS FOR NEW FLOOR FINISHES AS INDICATED ON PLAN. INDICATES DETAIL NUMBER 0r V Z DESCRIBED IN THE CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING 3II` THIS SET OF DOCUMENTS ARE CONSIDERED AS ONE UNIT AND SHALL NOT BE 2 DISPOSAL RErQUIRF-MINTS: CONDUCT CLEANING AND DISPOSAE. OPERATIONS TO COMPLY INDICATES SHEET UPON � V a COI+DITIONS. THE SL94ISSION OF A PRWAL SHALL EE CONSTRUED AS EVIDE NCE 1EI.VERIFY ALL DIMENSIONS IN THP! FIELD. DO NOT SCALE DRAWINGS: DIMENSIONS CONSIDERED 004RZM OR YAW If DO0JtNTS ARE SEPARATED IN ANY MANNER, WITH CODES. ORDINANCES. REGULATIONS, AND ANTI+OLLUTICNN LAWS AND WH104 DETAIL APPEARS ROOM NUMBER LL � � 0 EQU THAT SUCH AN EXAMINATION HAS BEEN MADE,AND LATER CLAIMS FOR,TABOR. GOVERN. LARGE SCALE DETAILS GOVE RN OVER SMALL SCALE DETAILS. DOCUMENTS SHALL NOT l3E SEPARATED FOR, THE PURPOSES OF SUBMITTING A BID 1N FULL COMPLIANCE WITH ALL NJDEp REGULATIONS. O � V) EQUIPMENT OR MATERIAL REQUIRED OR FOR DIFFICULTIES ENCOUNTERED. W41CH PROPOSAL. OR FOR THE SEPARATE PHASE OF ANY CONSTRUCTION. CLEANING MATERIALS WHICH WILL NOT CREATE HAZARDS � WOULD 14AV'E BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. 19 SUBMIT F(R ARCHITECT AID ONINERS RfVIEJJEL AND CONSIDE3tATION ALL BUILDING 39 THESE DONS ARE PRE PAl� FOR THE USE OF THE GENERAL.CONTRACTOR AND TO WEALTH OR PROPERTY. AND 3, PRODUCTS: USE ONLY THOSE CLEANING WILL NOT DAMAGE SURFACES. OR (2D Lur...J V SAMPLES, PRODUCT LITERATURE AND OTTER PERTINENT DATA OF ANY PROPOSED Z THE CEITHER IN VVHOLE OR IN PART USE ONLY THOSE CLEANING MATERIALS AND METHODS RECOMMENDED BY T14E DOOR NUMBER Oh1FRACTORS SHALL VERIF=Y ALL DIMENSIONS AND SHALL NOTIFY MARCHITECT OF SUBSTITUTIONS. HIS $LIBCONTRACTOR$ AND IN NO WAY. ANY CONFLICTS BETWEEN THE CONSTRUCTICN Ply AND EXISTING CONDITIONS. THE CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD MANUFACTURER OF THE SURFACE MATERIAE. TO BE CLEANED. --, CONTRACTOR SHIM. ALSO NOTIFY TIE ARCHITECT OF ANY OMISSION OR WfUCT IN THE 20L SUBMIT FOR ARCWITEECTS REVIEW PRIOR TO FABRICATION OR PURCHASE.SHOP TO CONSTRUCTION MEANS, W734ODS OR TECHNIQUES. ARCHITECT DOES NOT USE CLEANING MATERIALS ONLY ON SURFACES RECOMMENDED BY THE CLEANING MATERIAL DETAIL REFERENCE DRAWINGS AND ANY MIRICTIONS REBATED TO THE VMTION OF THE WORK ALL DRAWINGS, OR S941.E5 FOR ALL MILLWORK CUSTOM META, WORK INCLUDING CABINETRY, INTEND TO EXPRESS ANY OPINION. DIRECTION OR INSTRUCTION OF ANY KIND MANUFACTURER, CONFLICTS SHALL BE RESOLVED PRIOR TO RE INSTALLATION OF ANY WORK GLASS WALLS AND DOOR ASS943LIES AND ALL OTHER ITEMS AS MIRED IN THE CONTRACT DOCUMENTS. WHATSOEVER AS TO THE MANNER IN WHICH THE! CQNSIRUCTION WORK IS TO BE 4. EXECUTION: THE GENERAL CONTRACTOR AND SUB-TRADEw5 SHALL EXECUTES PERIODIC 3 THE CONTRACTORS SHALL THOROUGHLY RKEW THE EXISTING CONDITIONS TO IDENTIFY ACCOMPLISHED, CLEANING TO KEEP THEM WORK THE SITE, AND ADJACENT PROPERTIES FREE FROM CL THE IMPACT ON ANY EXISTING FUNCTION,AND SAL COORDINATE HIS WORK SCHEDULES 4Q NOTICE OF DUTY OF COOPERATION: ACCEPTANCE OF THESE DRAWINGS AND ACCUMULATIONS OF WASTE MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM SECTION R ER NCE PRIOR TO T OF NEW WORK WITH ARCHITECT AND CANNER. 2L CONTRACTOR SHALL.DO ALL CUTTING FITTING AND PATCHING WORK THAT MAY BE CONSTRUCTION OPERATIONS. REQUIRED TO MAKE ALL PARTS OF THE PROJECT COME TOGETHER PROPERLY. SPECIFICATIONS CONSTITUTES AND DESIGN NT FOR E TURA L114WGCOOPERAA BETWEENTCT PROVIDE CNN SITE CONTAINERS FOR THE COLLECTION OF WASTE MATERIALS. DEBRIS, AND 4. THE CONTRACTORS SHALL BE SOLELY RIESPONSISLE FOR. AND HAVE CONTROL OVER, THE GENERAL CONTRACTOR AND DESIGN CONCEMF'TS. A1.7TIQUGH ARCHITECT RUBBISH. ENATION ALL CONSTRUCTION MEAS.TECMIQUES.SE-(NUHNCES AND PROCE ARES AND FAR 22.PROVIDE AND INSTALL ALL PARTITION DOORS AND BUCKS DESIGNATED ON DRAWINGS, AND ITS CONSULTANTS HAVE PERFORMED THEIR SERVICES WITH DUE CARE AND REMOVE WASTE MATERIALS, DEBRIS.AND RUBBISH FROM THE SITE PERIODICALLY. AND COORDINATING ALL PORTIONS OF THE WORK RI=QUIRI*D BY T}E (�NTRACT DOCUMENTS, 23. THEY CANNOT GUARANTY PERFECTION. ANY AMBIGUITY OR DISPOSE OF AT LEGAL DISPOSAL ARF.A�S AWAY FRCJM THE SITE:. ELEVATION REFER NCE 23. PROVIDE: SUFFICIENT FRAMING FCR ALL WALL OPENINGS REIUIRED BY DUCTWORK AND DISCREPANCY IN THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE t���,�:�. i UNLMS SPECIFICALLY EN07M TO THE CONTRARY,ALL NEW WORK IS IN CONTRACT. RETURN AIR, BOTH ABOW AND BELOW HUNG CEILING. THESE ARE TO BE COORDINATED REPORTED TO ARCHITECT IMMEDIATELY, FAILURE TO COOPERATE SHALL BE 5. DUST CONTROL CLEAN INTERIOR SPACES PRIOR TO THE START OF FINISH PAINTING. � `� �► °` �'•,� CONTRACTORS SHALL FURNISH ALL LABOR,MATERIALS,EQUIPMENT AMID SERVICES WITH HVAC ALTERATION DRAWINGS. SIMPLE NOTICE TO ARCHITECT SHALL RELIEVE ARCHITECT FROM AND CONTINUE LEANING ON AN AS+JEEDE3D BASIS UNTIL PAINTING IS FINISHED. NECESSARY TO COMPLETE TIE PROJECT OUTLINED ON THIS SET OF PLANS OR REASONABLY RE=SPONSIBILITY FOR ALL CONSEMENCES RESULTING Tl-ER,ffROE4.CHANGES MADE SCHEDULE OPERATIONS SO THAT DUST AND OTWER CONTAMINANTS RESULTING FROM COLUMN UNE: NUMBER V � •• INFERABLE FROM THEM. 24. ALL PARTITICENS SHAH.BE CONSTRUCTED IN ACCORpA1NCE WITH MANUFACTURER'S FROM THE DRAWINGS AND OR SPECIFICATIONS WITHOUT THE CONSENT OF ARCt-h CANING PROCESS WILL NOT FALL CxV WET, NEWLY-COATED SURFACES. �'; RE�DATIONS FOR DEFLECTIONS NOT TO EX( 1!240 OF THE SPAN TECT, ARE UNAUTHORIZED AND SHALL RELIEVE ARCHITECT OF ANY I L 66 THE CONTRACTORS SHAD.COMPLY WITH ALL APPLIC.PaE FEDERAL.STATE AND LOCAL BUILDING CODES AND REWIREMI"NTS. 25. CONTRACTOR SHALL REFER TO PARTITION TYPES FOR ACTUAL WALL THICNESS. RESPONSIBILITY F=OR ALL CONSEQUENCES ARISING OUT OF SUCH CHAUNC-E(Sl FINAL CLEANING 41.EACH CONTRACTOR AtdD SUSCUCRACTOR. PARTICIPATING IN THE CONSTRUCTION OF S�( ' .• , I.THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS 26. THE CONTRACTOR SHALL PROVIDE AND INSTALL NONCOMBUSTIBLE BRACING AND THIS 'rMANT'S SPACE' SHALL BE DULY LICENSED AND EACH CONTRACT AND 1. UPON COMPLETION OF WORK; CONTRACTOR, WILL PROVIDE A BROOM CLEAN AND MOPPED •»,��',/ � •• ��'►�` REWIRED BY THE LOCAL AUTIMITIES DURING THE COURSE OF THE WORK THE BLOCKING AS REQUIRED TO SUPPORT ANY WALL-MOUNTED FIXTURES.SHELVING.COUNTER SUBCONTRACTOR SHALL CONTAIN Ttt GUARANTEE OF THE CONTRACTOR AND TIME DOWN SPACE. ALL NEW RUBBER BASE SHALL BE FREE OF CONSTRUCTION DUST. ALL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY VARIANCE WITH CODES IN FORCE THE TOPS, CABINETS,ETC. ALL WOOD BLOCKING OR BRACING SHALL BE PRESSURE TREATED, SUBCONTRACTOR THAT TUE PORTION OF TENANTS WORK COVERED THEREBY WILL CONVECTOR ENCLOSURES CLEANED DOWN AND FREE OF ALL SHOE MARKS AND MATTE=RIAL CONTRACTOR SHAH BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC FIRE RETARDANT. AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK 42. THESE DOCUMENTS ARE THE PROPERTY OF ARCHITECT AND TENANT NO PART �' TS. 27.ALL DIMEN61ONS SHOWN ARE FACE OF STUD OR MASONRY, UNLESS CITTEERWISE NOTED, OF THESE DOCUMENTS (DRAWINGS AND SPECIFICATIONS)SHALL BE USED FOR ANY LABELS AND OTHER CODE SUMMARY 8,ALL CONTRACTORS SHAM PROVIDE ANS MAINTAIN PROPER AND SAFE WORKING OTHER PROJECT EXCEPT FOR TUTS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT FOREIGN REMOVE '�E' MASTIC, ADHESIVES, DUST STAINS, FINGERPRINTS, CONDITIONS AT ALJ. TIMES INCLUDING BUT NOT LIMITED TO APPROPRIATE TOOLS, 2a DIMENSIONS NOTED '+P ARE THE ONLY DIMEBNSIONS ADMTABLE WITHOUT APPROVAL � 'ARCHI�r FOREIGN MATE .IRIS FROM SITE EXPOSED INTERIOR AND EJ(TI=RIOR SURFACES. OPTICS RENOVATIM FOR PRUD �[jj Jy� ALITY RELEASED FOR CONSTRUCTION EQUIPMENT SCAF F LDD4 SHORING. ETC OF THE ARCHITECT. GROUP Ir BUISNESS OCCUPANCY. 43. CONTRACTOR SHALL PROVIDE CERTIFICATE OF OCCUPANCY. 3. WASH AND SUING GLAZING AND MIRRORS. POLISH GLOSSY SURFACES TO PATCH. DATE: 10 SEPTEMBER, 2002 TYPE ' !V ' CONSTRUCTION. UNSPRINKLERED, UNPROTECTED. 9 NO SUBSTITUTION OF MATERIALS AND/OR CON.STRUCTICN ITEMS SPECIFIED WILL LE 29.THE CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS AS INDICATED ON PRIOR TO TENANT OCCUPANCY. A PRIOR TO FINAL COMPLETION OR OWNER OCCUPANCY, CONTRACTOR SHALL CONDUCT AN TOTAL AREA SUITE 'lf 1966 SE, ALLOYED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT" OWNER, TH-E DRAWINGS. ALL GENERAL PURPOSE FIRE EXTINGUISHERS (FV SHALL BE PORTABLE, INSPECTION OF SIGHT EXPOSED INTERIOR AND EXTERIOR SURFACES. AND ALL WORK TOTAL AREA SUITE 'T 1211 $ 10.SUBSTITUTIONS WILL BE ALLOWED WHEN THE SPECIFIED ITEM CANNOT BE OBTAENirD TYPE =-209-0 FIRE EXTINGUISHERS. ALL EXTINGUISHE=RS SHALL BE SURFACE IMOUNTED AREAS. TO VERIFY THAT THE: ENTIRE WORK AREA 16 CLEAN. OCCUPANCY LOAD SUITE '1T - 100 SFJOCC - 20 CCC ABBREVIATIONS, WITHIN THE CONTRACT TIME. SPECIFIED ITEM ARE TO BE USED AS A GUIDELINE FOR AT A DIGHT OF 4T ABOVE THE FINISHED FLOOR (TOP OF EXTINGUISHER) OCCUPANCY LOAD SUITE '3' - 100 SFJOC:C - 13 OCC: DESIGN. S94M ARE TO EE SUBMITTED TO THE ARCHITECT FOR APPROVAL Off-IM 3QFC SYSTEM EM TIO EE REVISE? R NEW T13NANNT IENPROOM I APPLfC,A1N.E SUBSTITUTION. IST OF APPLICABLE CODES.-APPLICABLE CODES: VICINITY MAP, GENERAL 1L EXTRA CASTS: TES OWNERS WRITTEN AUTHORlZATICN MUST BE OBTAINED PRIOR TO 3L ALL BUILDING COMPONENTS BELONG TO TH•E LANDLORD. VERIFY WITH FLORJDA BUILDING CODE 200L 2002 REVISIONS A NOTES THE ORDERING of ANY MATERIALS.CONTRACTS.OR THE ExEaLnaN OF ANY WORK IN LANDLORD FOR STOL�,4Cf LOCATIONS. GENERAL FLORIDA FIRE PREVENTION CODE 2001 EXCESS OF ORIGINAL. CONTRACT. 32.CONTRACTOR SHALL INSPECT EXISTING 14R DEMISING WALL FOR ALL PFKTRATIONS FLORIDA BUILDING CODE 2001 (FLORIDA FIRE PREVENTION CHAPTER36) AND SEALS. RETRO FIT ANY PENETRATIONS NOT CONFORMING TO UL LISTINGS. FLORIDA BUILDING CODE 2001 hE0IANICAL ix ALL ADJACENT WORK SHALL BE PROTECTED FROM DAMAGE CAUSED BY THIS WORK ANY FLORIDA BUILDING CODE 2001 (ELECTRICAL SYSTEMS C:APTER Zn DRAWN BY: CLW CHECKED BY: TED RECURRENT DAMAGE IS THE: FINANCIAL RESPONSIBILITY OF THE CONTRACTOEZ 33,CONTRACTOR SHAM. CONTROL NOISE PRODUCING ITEMS (STMOS)AT ALL TIMES, FLORIDA BUILDING CODE: 2001 PLUMBING FLORIDA BUILDING CODE 2001 (FLORIDA ACCESSIBILITY CHAPTER 11) PROJECT NO. 6002 13.THE CONTRACTOR SHALL I� THE PROJE=CT SITE REASONABLY CLEAN AND RZM FROM SH ALL WORK AND TED RIALS USED TO ACCOMPLISH DESIGNATED WORK FLORIDA BUILDING CODE 2001 FUEL. GAS HAZARDS AT ALL TIMES. ALL EXISTING E SS RECUt.EIRR4RM ARE TO EE MAIENTAIM�, SHALE.BE COOK APPLICABLE) WITH CONTRACTOR TENANT SEI TATIVE SHEET THE OUmAGTOR SHALL REMOVE ALL TRASH AND DEBRIS,BRooM CLEAN THE ENTIRE MEN AP TO DEL©AND BUILDING OWNER 1�Pt2l 5EfNTATIVE WITH PROJECT AgF.A AND LEAVE THE SITE IN A REASONABLY CLEAN OONDITICNN DAILY, IN THE RESPECT TO DELIVERY AND STORAGE. JUDGMENT OF THE BUILDING MANAGEMENT. 35,CONTRACTOR SHALL PEI NO PORTION OF THE WORK AT ANY TIME WITHOUT APffl)VED CONTRACT DOCUMENTS. 14 TWO(D WEEKS PRIOR TO COMPLETION.It CONTRACTOR SHALL NOTIFY TINE ARCHITECT AND OWNER TO COMPLETE A PUNCH LIST OF CORRECTIONS. 36. CONTRACTOR I5 RESPONSIBLE FOR COORDINATING ALL ARCHITECTURAL. MEGIANICAL TELE HOME.ELECTRICAL(IN=ING LIGHTINGI AND a ALL WORK SHALL COMPLY WITH GOOD TRADE PRACTICE.REGULATIONS OF THE CITY, MWING SO TO ENSURE THAT REQUIRED CLEARANCES FOR INSTALLATION STATE AND FEDERAL GOVB�NMENT AGENCIES HAVING JURISDICTION. AND MAINTENANCE OF ALL EQUIPMENT ARE PROVIDED. OF 2 A SHEETS 5 ; 0 0 THQMAS E . DUKE , A . I . A . ARCHITECT / tC • Mfr+.__.+_-= .. ` 1. .1, 1807 UNIVERSITY BOULEVARD S. JACKSONVILLE, FLORIDA 32216 (904) 721 --0434 FL.'--,lIC- # AR 0013266 MECHANICAL ENGINEER.- MYLER ENGINEERING 2136 MYRA STREET JACKSONVILLE, FLORIDA 32204 - (904) 403 9877 ; . ARCHITECTURAL ELECTRICAL A-1 GENERAL NOTES, ABBREVIATIONS, E-1 ELECTRICAL PLAN ` ... ; ' SITE VICINITY MAP & BUILDING SECTION. M.•-` fsr,, - - - A-2 FLOOR PLAN, WALL SECTIONS, DEMO NOTES f e f RECEIVED OCT 1 5-2002JJ I fr APPRVD llbulL.QW3 OFFICE~ f`y. TENANT IMPROVEMENTS FOR ATLANTIC BEACI I OFFICE 213 PRUDENTIAL REALITY JACKSONVILLE S l - - - - - - , PE�asEo FOR cays�ucrroN- io EPrE �- • P 5 : r � J , y.. y C• Y ,; t n' ° p r i y 7' 4 H 1 - F � r , , { y,. Y1nr , : , , • N Kj ' �. .. .:. 0.01 R J .�.. — 3' - MM F 1 i r c f° I i r: I i ❑ uHH QQ . 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