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s <br />GENERAL NOTES: <br />1. REMOVE ALL EXISTING FLOORING, CEILING, AND LIGHTS TO <br />ALLOW FOR CONSTRUCTION OF NEW DEMISING WALL. <br />2. DEMOLISH, REMOVE AND MAKE SAFE ALL ELECTRICAL <br />CONDUITS THAT PENETRATE NEW DEMISING WALL LOCATION. <br />3. DEMOLISH AND REMOVE ALL DUCTWORK THAT PENETRATES <br />NEW DEMISING WALL LOCATION. <br />4. EXISTING SPRINKLER SYSTEM TO BE ALTERED AS <br />NECESSARY PER NFPA 13. REQUIREMENTS FOR ALTERATION OF <br />SPRINKLER SYSTEM IS THE IRESPONS151LITY OF THE <br />OWNER/LANDLORD. <br />S. NEW HVAC REQUIREMENTS PER OWNER/LANDLORD AND NEW <br />TENANT (SY OTHERS). MOVE ANY EXISTING DIFFUSERS TO <br />SUPPLY SIDE. <br />6. NEW ELECTRICAL REQUIREMENTS PER OWNER/LANDLORD <br />AND NEW TENANT (BY OTHERS) <br />1. NEW N.G. TOILET PER OWNER/LANDLORD AND NEW TENANT <br />(SY OTHERS). <br />S. ANY NEW CONSTRUCTION AS PART OF OR LOCATED IN <br />5UILDING COMMON AREA TO MATCH BUILDING STANDARD. <br />CONTACT MALL OPERATIONS DIRECTOR FOR CURRENT <br />5UILDING STANDARD INFORMATION. <br />S. DIMENSIONS ARE GIVEN FROM CENTER LINE OF EXISTING <br />DEMISING WALLS TO CENTERLINE OF NEW DEMISING WALLS AND <br />FROM CENTERLINE OF NEW DEMISING WALLS TO FACE OF NEW <br />NEUTRAL PIER (AS PER OWNER/LANDLORD LEASING <br />DRAWINGS). <br />2'-011 <br />3 METAL STUDS <br />AT 24' 0t. TYP. TO <br />DECK <br />I LAYERGYPSUM WALL <br />ON OUTSIDE SIDE OF 3 LU <br />pU <br />METAL STUDS } <br />EXISTING: STL COLUMN <br />FRAME IN COLUMN DETAIL <br />SCALE: 1/2"■ 1' <br />EXISTING: STRUCTURE <br />BRACE TO STRUCTURE <br />ABOVE <br />3" METAL STUDS 3 METAL STUDS <br />AT 24" OjC. TYP. TO AT 24" O:C. TYP. TO <br />DECK DECK <br />1 LAYER GYPSUM WALL <br />EACH SIDE OF 3" METAL. <br />STUDS <br />CONTINUOUS 18 GAUGE <br />METAL STUD TRACK <br />ANCHORED UT14 DIA <br />POWDER ACTLI,ATED TYPE <br />FASTENERS AT T-0" O.C. <br />MAX TRACK TO BE SAME <br />GAUGE AS STUDS <br />BASEEll Aril BABE BASE <br />fOl NOT RATED <br />s <br />SAME AS WALL TYPE "PI' <br /><> <br />EXCEPT 6" <br />EXISTING: TENANT <br />EXISTING: STRUCTURE <br />`31' 17. pi-11' <br />I LAYER GYF <br />EACH SIDE OF <br />STUDS <br />CONTINUOUS 18 <br />METAL STUD TRACK <br />ANCHORED WITH DIA <br />POWDER ACTUATED TYPE <br />FASTENERS AT 2'-0" O.C. <br />MAX. TRACK TO USE SAME <br />GAUGE AS STUDS <br />BASE <br />fD3 NOT RATED: SOUND BATTS ONLY <br />BATHROOM WALLS. <br />F4 SAic A5 WALL TYPE'P3' E) Lrr 6' <br />PARTITION WALL DETAIL <br />SCALE: 1/2" ■ 1' -011 <br />GVICThV_ M^09C'P^ CCM AI►I "vIQTIf. V_ lft� -r \ vm�%AAwI l-P-LA AILI <br />RENOVATION FLOOR PLAN <br />SCALE: 1/8" - I'-0" <br />ia <br />DOOR SCHEDULE <br />MARK <br />LOCATION <br />DOOR <br />FRAME <br />REMARKS <br />MAT <br />FINMAT <br />FN <br />101e <br />VERIZON WIRELESS <br />Y-0' x T-0' x 11/8" <br />HOOD <br />PT. <br />WOOD <br />Pt. <br />MATCH BUIL DINS STANDARD FOR INTLSStIOR PARTITION WALLS <br />101b <br />VERIZON WIRELESS <br />3'-0" x T-0" x 11/8" <br />y1100D <br />PT. <br />WOOD <br />PT. <br />MATCH BUILDINS 5TANDARD FOR INTERIOR PARTITION WALLS <br />103 <br />HC RESTROOM <br />3'-O' x T-0" x 11/8" <br />WOOD <br />PT. <br />WOOD <br />PT. <br />MATCH B ILDINS STANDARD FOR RESTROOM DOORS <br />104 <br />WC RESTROOM <br />3'-0' x T-0' x 1118' <br />WOOD <br />PT. <br />WOOD <br />FIT. <br />MATCH BUILDINS STANDARD FOR RESTROOM DOORS <br />105 <br />I MECHANICAL ROOM <br />3'-0' x T-0' x 11/8" <br />MOD <br />I PT. <br />I WOOD <br />PL <br />MATCH BUILDINS STANDARD FOR MECHANICAL MOBS <br />106 <br />I CLOSET <br />3'-0' x T-0" x 11/8' <br />IN= <br />PT. <br />I WOOD <br />I PT. <br />I MATCH BUILDING STANDARD FOR CLOSET DOORS <br />EXISTING <br />GENERAL NOTES: <br />L STENCIL ALL FIRE RATED WALLS ABOVE CEILNG WITH <br />RED PAINT IE: "S M BARRIER ONE HOUR RATING <br />PROTECT ALL OPENINGS' PER SBC 1042JB STENCIL TO <br />BE ON GO OR aU - U41CWEVER PROVIDES FIRE <br />RATING. <br />2. DIMENSIONING IS TAKEN TO THE FACE OF BLOCK OR <br />WOOD STIR. STUDS 3 i' (NON. 4') BLOCK 1" (NOMI. S'). <br />3. EXTERIOR UALLS HAVE I METAL STUD.' OFF FACE <br />OF INTERIOR BLOCK WALLS FURRING. <br />4. COORDINATE ALL DIMENSIONS AND ELEVATIONS WTH <br />STRUCTURAL DRAUNNGS BEFORE LAYING OUT PHYSICAL <br />BUILDING IN FIELD. CONTACT ARCHITECT UTH ANY <br />DISCREPANCIES OR QUESTION$ AS TO CRITKAL <br />DIMENSIONS. <br />RENOVATION NOTES: <br />L ALL WORK TO BE DONE N ACCORDANCE WTH THE LATEST <br />STANDARD BUILDING CODE AND ALL LOCAL BUILDING <br />CODER <br />2. ALL DEMOLITION WORK SHALL BE PERFORMED WITH 'DUE <br />CARE AND DILIGENCE' SO AS TO PREVENT THE ARBITRARY <br />DESTRUCTION OF NTEFOR TION OF CONCEALED UTILITIES <br />WHICH ARE MENDED TO REMAIN N USE AND THE ROUTING OF <br />WHICH COULD NOT BE PRE -DETERMINED UNTIL DEMOLITION <br />WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING <br />THE DEMOLITION PROCESS WHICH ARE N A LOCATION <br />DINT FROM THAT NDICATED, CHANGE DIRECTION, ETC. <br />OR ARE UNIDENTIFIED, SHALL BE REPORTED TO THE <br />ARCHITECT / 011W BEFORE REMOVAL FOR FINAL <br />DISPOSITION. <br />3. REMOVE ALL CONSTRUCTION DESIGNATED TO BE REMOVED <br />AND CLEAR TO RECIEYE NEW WORK AS MERE -IN INDICATED. <br />4. REMIOVE PORTIONS OF EXISTING CONSTRUCTION AS DRAWN <br />AND PATCH TO MATCH ADJACENT CONSTRUCTION TO ACHIEVE <br />UNIFORM, NEW APPEARANCE <br />D. THE OIINER WLL NOT BE HELD LLABLE FOR FELD CHANGES <br />THAT ARISE FROM CONTRACTOR ERROR OR OMISSION OF <br />MATERIALS. <br />6. THE CONTRACTOR GUARANTEES ALL WORK AGAINST FAULTY <br />OR IMPEIUFECT MATERIALS OR WOIWUNSWP ALL WOW <br />SHALL BE ENTIRELY WATERTIGHT AND LEAKPROOF. ALL <br />MATERIALS ARE INSTALLED N ACCORDANCE WTH <br />MANFACTURER'S CATIONS. <br />1. THE CONTRACTOR SHALL GIVE URITTEN NOTICE TO THE <br />ARCHITECT OF ANY MATERIALS, SWIPNENI OR DESIGN <br />FEATURES WHICH HE BELIEVES NAIDEaATE OR UNSUITABLE! <br />N VIOLATION OF LAWS, ORDNANCE$ OR RULES AND <br />REGULATIONS OF ALL AUTHORITES HAVING JURISDICTION <br />OVER THE WWI AND OF ANY NECESSARY ITEMS OR WORK <br />OMITTED FROM THE DRAUANGS OR SPECIFICATIONS. <br />S. FLANS UERE DEVELOPED FROM NFORMATION SUPPLIED <br />BY THE OWNER AND EXISTING CONDITIONS OBSERVED. ANY <br />DISCREPANCIES SETUEEN DRAWL W AND EXISTNG <br />CONDITIONS ARE TO BE REPORTED TO ARCHITECT PRIOR TO <br />STARING WORK ON A GIVEN ITEM AND BEFORE INCURRING <br />ANY ADDITIONAL COSTS, <br />96 CONTRACTOR SHALL FIELD VERIFYALL DMENSIONB <br />NDICATED. FABRICATION SHALL BE BASED ON THE ACTUAL <br />FELD DIMENSIONS ONLY. <br />10. ARCHITECT WAS NOT CONDUCTED ANY INVESTIGATION AS <br />TO THE PRESENCE OF ASBESTOS OR ANY OTHER HAZARDOUS <br />SUBSTANCE AND ASSUIhES NO RESPONSIBILITY WITH RESPECT <br />TO SAME. <br />IL DESIGN DRAWINGS INDICATE SCHEMATIC STRUCTURAL <br />MEMIBER LAYOUT. CONTRACTOR SHALL SUBMIT SHOP <br />DRAWINGS INDICATING ACTUAL LAYOUT OF ALL STUC1URAL <br />MEMBERS FOR APPROVAL PRIOR TO INSTALLATION, ALONG <br />WITH REGISTERED STRUCTWAL ENGINEER'S CALCULATIONS <br />ALL MEMBERS SHALL BE INSTALLED ACCORDING TO <br />MANFACIUQERS RECOMMENDATIONS INCLUDING BRACING, <br />SPACNG, ETC. <br />IZ. CONTRACTOR PRIOR TO INSTALLATION SMALL FIELD <br />VERIFY ALL EXISTING CONDITIONS AND WING TO THE <br />ATTENTION OF THE ARCHITECT ANY DISCREPANCIES. <br />13. CONTRACTOR IS RE6IIESTED TO VISIT THE SITE, COMPARE <br />THE DRAWINGS AND SPECIFICATIONS WITH VISIBLE EXISTNG <br />CONDITIONS AND INFORM ARCHITECT AS TO ANY <br />DISCREPANCIES PRIOR TO IND SUBMISSION SO AN <br />ADDENDUM CAN BE ISSUED. FAILURE TO VISIT THE SITE WILL N <br />NO WAY RELIEVE THE CONTRACTOR FROM NECESSITY OF <br />RNWISHNG ANY MATERIALS OR FEW -OWNS ANY WORK THAT <br />MAY BE REGURED TO COMPLETE WORK N ACCORDANCE <br />WITH DRAWINGS AND SPECIFICATIONS WTHOUT ADDITIONAL <br />COSTS TO THE Com <br />14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE <br />Ef1IJIPhENT AND METHODS USED N THE ERECTION OF HIS <br />WORK COVERED BY THE CONTRACT, BUT THE ARCHRECT <br />RESERVES THE RIGHT TO APPROVE SUCH EGIIIPMENT AND <br />METHODS. <br />F. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR <br />ANY AND ALL DEVIATIONS FROM THE CONSTRUCTION <br />DRAWINGS INSTALLED WITHOUT APPROVAL OF ARCHITECT <br />AND LOCAL JURISDICTIONL THIS NCLUDES REPAIR COSTS <br />NECESSARY TO CORRECT UNAPPROVED WORK INSTALLED. <br />RENOVATION LEGEND: <br />LGG�1111[Cl INDICATES NEW CONSTRUCTION <br />INDICATES EXISTING WALL <br />4 TO THE BEST OF THE ARCHITECT OR ENGUEER'S WNOIIJI-EDGE AND <br />BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE 2004, SECTION 1605, FOR 130 MPH WIND <br />ZONE <br />4 THE DRAWINGS 4 DESKN ARE VALID FOR 11 MONTHS FROM DATE <br />OF BEND SEALED. <br />TO THE BEST OF THE KNOIILEDGE OF THE ARCHITECTS OR <br />ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE <br />APPLICABLE MINMIM BUILDING CODES AND THE APPLICABLE <br />MINIMUM FIRE SAFETY STANDARDS. <br />ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE <br />CONTRACTOR; ANY AND ALL DISCREPANCIES SHALL BE REPORTED <br />TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. <br />ISSUE DATE PSY: <br />REVIEW 01A1/08 MK <br />PERMIT 01/11/08 MK <br />REV. <br />REV. <br />REV. <br />REV. <br />TOM DW B11'6, DEbkiNeti NGW MAU AND <br />!!F EF"TI0lE: AND CONCEM ARE n+E ISM <br />FROMI V CF FMZ DEW NG MO SW U Nor EE <br />IlFROD=, RE -=I oR COPIED FOR o mt <br />FRUCK N IWOLE OR rAW WT W THE whim <br />CONM OF MAW nda, ARCWW, AIA <br />ALL RSM AN INUM D BY"AACfi= N <br />AGC01®M M WTN UA OOP1MO f AND PATENT LAM <br />1lWII MIM IQRODUCrM WLL W FRoNW= <br />To THE Ru ExrENr aF THE Lau <br />0 <br />0 <br />0� <br />4 <br />00 <br />Tv11 <br />v 1 <br />W <br />W <br />� <br />Q <br />0 <br />O <br />w <br />O <br />Nix <br />h--1 <br />N <br />04 <br />W <br />° I <br />W <br />a <br />a <br />> <br />C7 <br />N <br />�-w <br />IN <br />ORA FRAN4-N <br />00 <br />r <br />U <br />1i <br />400 <br />r� <br />14 <br />0 <br />1% <br />a <br />0\ <br />F <br />0 <br />`0 <br />L� <br />00 <br />N <br />M <br />N <br />�C <br />w <br />W <br />z <br />o <br />Q <br />O <br />' <br />00 <br />IN <br />W <br />M <br />bw� <br />U <br />0 <br />�M <br />w <br />� <br />a <br />SET TITLE <br />DEMO AND <br />R040VAINON <br />*LOOK PLAN <br />FAI EET N MINER <br />Ari <br />2 <br />