Loading...
13-205-003CONSTRUCTION NOTES: 1, FINAL PLACEMENT OF ALL PARTITIONS TO BE APPROVED IN THE FIELD BY ARCHITECTS' REPRESENTATIVE PRIOR TO COMMENCEMENT OF ANY WORK. 2. THE GENERAL CONTRACTOR SHALL LAYOUT PARTITIONS STARTING FROM CONDITIONS WHERE ALIGNMENT WITH EXISTING CONSTRUCTION IS SHOWN. 3. ALL PARTITION DIMENSIONS ARE FROM FINISHED SURFACE OR FROM FACE OF CONVECTOR ENCLOSURE, UNLESS OTHERWISE NOTED. 4. WHERE A PARTITION MEETS THE WINDOW MULLION, PROVIDE A CONTINUOUS COMPRESSIBLE FILLER STRIP. A SOUNDPROOFING FILLER PANEL. SHALL BE USED INSIDE THE METAL CONVECTOR ENCLOSURE TO PREVENT SOUND TRANSMISSION BETWEEN OFFICES. 5. ALL METAL TRIMS ON GYPSUM BOARD PARTITIONS SHALL BE TYPE #200 SERIES AS MANUFACTURED BY U.S. GYPSUM OR EQUAL. 6. ALL GYPSUM BOARD PARTITIONS SHALL BE PROPERLY BRACED. 7. ALL GYPSUM BOARD SHALL BE INSTALLED VERTICALLY IN FULL LENGTH SECTIONS. 8. GYPSUM BOARD AT TOILETS AND AROUND PANTRY SINK TO BE WATER- RESISTANT TYPE IF APPLICABLE. 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TAPING AND SPACKLING OF GYPSUM BOARD INSTALLED, AS WELL AS PATCHING AND REPAIRING ALL WALLS, CEILINGS, AND COLUMNS TO REMAIN AS EXISTING. 10. ALIGN PARTITIONS WHERE NEW WALLS ABUT EXISTING COLUMN AND /OR WALLS: 10:1, DRYWALL TO PLASTER OR DRYWALL: REMOVE EXISTING CORNER BEAD TAPE AND SPACKLE JOINT (3 COATS MIN.) EXCEPT AT COLUMN WHERE GYP. BD. WILL PASS OVER COL. FACE. 10.2. PLASTER TO PLASTER: REMOVE EXISTING CORNER BEAD. REINFORCE JOINT WITH WIRE MESH AND PLASTER TO FORM A SMOOTH, PLUMB, CONTINUOUS SURFACE. 11. GENERAL CONTRACTOR SHALL CAP ALL EXPOSED EXISTING PIPING NOT BEING USED BEHIND FINISH SURFACE. 12. PROVIDE ACCESS DOORS AS REQ'D FOR PLUMBING, ELECTRICAL, ETC. AS REQUIRED TO ACCESS EQUIPMENT OR CONTROLS. LOCATION TO BE APPROVED BY KGA 13. ALL FIREPROOFING ON STEEL MUST BE REPLACED IF DAMAGED OR MISSING AT CONTRACTOR'S EXPENSE. 14. ALL EXISTING DOORS, DOOR FRAMES OR HARDWARE TO REMAIN OR BE REUSED SHALL BE PATCHED, REPAIRED, UNDERCUT, OR ADJUSTED AS REQUIRED FOR A PROPER INSTALLATION. 15. ALL DOORS, EXISTING AND NEW, TO BE UNDERCUT TO 5/8" A.F.F UNLESS OTHERWISE NOTED. 16. ALL DOORS (NEW AND EXISTING) SHALL HAVE DOOR STOPS AND BUMPERS OR SILENCERS. DOOR STOPS TO BE FLOOR MOUNTED TYPE, UNLESS OTHERWISE NOTED. 17. ALL LOCKSETS SHALL BE MASTER KEYED AS REQUIRED BY THE BUILDING MANAGEMENT. SEE DOOR SCHEDULE /HARDWARE SCHEDULE FOR INFORMATION. 1& GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL, WHERE INDICATED, HAT SHELVES AND CHROME HANG ROD IN ALL COAT CLOSETS. HANG RODS SHALL BE 5' -6' ABOVE FINISHED FLOOR AND 12' OUT FROM WALL; AND ALL SHELVES (2) SHALL BE 18' DEEP, 12' APART, 3' ABOVE ROD. PROVIDE CENTER SUPPORT BRACKETS WHEN SHELVING IS 3' -6' OR LONGER, UNLESS OTHERWISE NOTED. 19. ALL HAT SHELVES SHALL BE BIRCH, CLEAR LACQUER FINISH, UNLESS OTHERWISE NOTED. 20. CONTRACTOR SHALL FURNISH AND INSTALL FIREPROOF BLOCKING IN CEILINGS OR PARTITIONS AS REQUIRED, OR WHERE WALL - MOUNTED EQUIPMENT OR CABINETRY IS INDICATED, FOR A COMPLETE INSTALLATION, 21. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL BLOCKING AND GROUNDS AS REQUIRED FOR THE INSTALLATION OF WINDOW BLINDS, DRAPERIES, AND CURTAINS, AS REQUIRED, USING FIRE - RETARDANT WOOD. 22. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF EXISTING FLOORING DOWN TO THE SLAB IN ALL AREAS WHERE NEW FLOORING IS SPECIFIED. 23. WHERE METAL AND GLASS PARTITION IS SPECIFIED, G.C. SHALL BE RESPONSIBLE TO PROVIDE FOR ANY LEVELING OF FLOOR SLAB AS MAY BE REQUIRED FOR A PLUMB, LEVEL INSTALLATION. 24. ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED AND REPAIRED AS REQUIRED AND PREPARED TO RECEIVE NEW FINISHES PER FINISH PLAN, 25, ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK, SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT HIS EXPENSE TO 'LIKE NEW CONDITION. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PRE - EXISTING DAMAGE AND, RELATIVE TO GENERAL NOTE #3, NOTIFY KGA OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING RCP NOTES: 1. KGA PLANS ARE FOR LOCATION ONLY. CONTRACTOR IS TO VERIFY ALL LIGHT FIXTURE WATTAGE (MAX) AND PROVIDE PROPER NUMBER OF SWITCHES AT THAT LOCATION TO SERVICE INDICATED LIGHT FIXTURES. 2. GENERAL CONTRACTOR SHALL PROVIDE A COMPOSITE CEILING PLAN AND NECESSARY SHOP DRAWINGS COORDINATING ALL TRADES, SHOWING THE LOCATION OF SUSPENSION MEMBERS, LIGHT FIXTURES, EMERGENCY AND EAT LIGHTING, HVAC FIXTURES, FIRE DAMPERS, ACCESS DOORS, FASCIAS, SOFFITS AND ALL OTHER ITEMS PENETRATING OR ATTACHED TO THE CEILING 3. ACCESS DOOR LOCATIONS TO BE REVIEWED IN THE FIELD PRIOR TO INSTALLATIONS, AND THEIR LOCATIONS TO BE APPROVED BY KGA. 4. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS. MAINTAIN CEILING HEIGHT THROUGHOUT. NOTIFY ARCHITECT OF ANY COMPLICATIONS WITH HEIGHT. 5. NO CEILING BREAKS WILL BE PERMITTED WITHIN A ROOM, UNLESS OTHERWISE NOTED. 6. G.C. SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY OF LIGHTING FIXTURES WITH THE SPECIFIED CEILING SYSTEM. RCP NOTES (CONTINUED): T. ALL FLUORESCENT FIXTURES SHALL HAVE WARM WHITE LAMPS (3500K), U.O.N. - SEE LIGHTING SCHEDULE. 8, ALL SWITCHES /DIMMERS TO BE MOUNTED AT 4' -0' A.F.F. TO CENTER LINE OF SWITCH /DIMMER. MULTIPLE SWITCHES AND /OR DIMMERS TO BE GANGED AND PROVIDED WITH SINGLE GANG PLATE. REFER TO TYPICAL MOUNTING HEIGHTS SHEET IN DOCUMENT. 9. GENERAL CONTRACTOR TO PROVIDE INITIAL LAMPING OF ALL FIXTURES AND INSTALL APPROPRIATE LAMPS AS REQUIRED BY SPECIFIED LIGHT FIXTURE. 10. GENERAL CONTRACTOR TO CLEAN, RELAMP, AND REPLACE ALL FAULTY BALLASTS AND /OR BALLASTS NOT CONFORMING TO THE LATEST LOCAL BUILDING CODE. 11. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL SHALLOW DEPTH FIXTURES AS FIELD CONDITIONS NECESSITATE, WITH KGA APPROVAL 12, ALL HVAC RETURN AIR GRILLES SHALL BE LOCATED IN THE CEILING UNLESS OTHERWISE NOTED. LOCATION SUBJECT TO KGA APPROVAL 13. GENERAL CONTRACTOR TO THOROUGHLY CLEAN ALL EXISTING HVAC CEILING DIFFUSERS AND RETURN AIR GRILLES 14. G.C. TO PROVIDE APPROPRIATE SIZED CUT -OUT ABOVE CEILING WHERE PARTITION WALLS EXTEND TO SLAB ABOVE, AS REQUIRED FOR CIRCULATION OF RETURN AIR TO H.V.A.C. SYSTEM. FURNISH AND INSTALL FIRE DAMPERS AS REQUIRED TO MAINTAIN THE INTEGRITY OF RATED WALLS 15. GENERAL CONTRACTOR SHALL REMOVE CEILING TILE AS REQUIRED BY THE TELEPHONE COMPANY, OR OTHER COMMUNICATIONS AGENCY AUTHORIZED BY THE ARCHITECT FOR TELEPHONE AND SIGNAL CABLE INSTALLATION, AND REPLACE TILE WHEN WORK IS COMPLETED (FOR A PRE- ESTABLISHED UNIT PRICE PER TILE), IF APPLICABLE, 16. ALL SPRINKLER HEADS AT DROPPED CEILINGS TO BE CONCEALED FLUSH TYPE WITH PREPAINTED WHITE CAP TO MATCH CEILING. WHERE INDICATED IN ACOUSTICAL TILE CEILINGS, SPRINKLER HEADS SHALL BE CENTERED IN TILES, U.O.N 17, INSTALL DIRECTIONAL ACOUSTICAL TILE WITH THE GRAIN IN ONE DIRECTION ONLY IN ANY SINGLE SPACE, AS DIRECTED BY THE ARCHITECT 18. FIN.A.C. SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP DRAWING INDICATING ALL DIFFUSER LOCATIONS AND DUCTWORK LAYOUTS TO ARCHITECTS OFFICE FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF ANY WORK 19, SPRINKLER SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP DRAWING TO ARCHITECT'S OFFICE FOR REVIEW AND APPROVAL OF ALL SPRINKLER HEAD LOCATIONS PRIOR TO FABRICATION OF ANY WORK 20, ALL EXHAUST FAN EQUIPMENT TO BE LOCATED OUTSIDE THE SPECIFIED ROOM AND DUCTED INTO THE SPACE TO THE CEILING REGISTER. ALL EXHAUST FANS TO BE CONTROLLED BY A (RED) PILOT LIGHT WALL MOUNTED SWITCH, 21, G.C. IS RESPONSIBLE TO BALANCE THE HVAC SYSTEM AFTER THE INSTALLATION IS COMPLETED AND SUBMIT A WRITTEN REPORT TO THE ARCHITECT'S OFFICE FOR REVIEW AND APPROVAL POWER & COMMUNICATION NOTES: 1, GENERAL CONTRACTOR SHALL VERIFY THE AVAILABLE ELECTRIC SERVICE IN THE TENANT'S SPACE AND ADVISE THE ARCHITECT OF HIS FINDINGS PRIOR TO SUBMITTING A BID., Z ELECTRICAL CONTRACTOR SHALL DISCONNECT, CONNECT, AND PROVIDE NECESSARY ELECTRIC RUNS IN ORDER TO CONFORM WITH NEW PLAN. 3. SWITCHES, DUPLEX OUTLETS, COVER PLATES AND FLOOR MOUNTED OUTLETS SHALL BE INSTALLED BY COMPETENT MECHANICS IN A FIRST CLASS MANNER. 4. EXCEPT AS NOTED, ALL ELECTRICAL AND TELEPHONE WALL OUTLETS ARE TO BE MOUNTED AT 15' AFF. 5. IF OUTLET DIMENSION CALLS FOR MORE THAN 24' AFF, OUTLETS (WITH EXCEPTION OF WALL TELEPHONE OUTLETS) SHALL BE MOUNTED HORIZONTALLY. 6. CENTERLINE -TO- CENTERLINE DIMENSIONS OF ANY OUTLET PAIR SHALL NOT EXCEED W. WHERE IT APPLIES, JAMB -TO- CENTERLINE DIMENSIONS OF ANY OUTLET SHALL NOT EXCEED 6'. T. ALL BACK -TO -BACK OUTLETS IN ADJOINING ROOMS TO BE STAGGERED. 8. ALL NEW TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED ON AN EXISTING WALL SHOULD BE FLUSH MOUNTED WITH THE FINISHED WALL SURFACE. CHOP OUT THE WALL AS REQUIRED TO RECESS THE JUNCTION BOX AND CONDUIT, AND PATCH THE WALL AS REQUIRED. 9. ALL EXISTING ELECTRICAL OUTLETS TO BE CAPPED SHALL HAVE THE ELECTRICAL DEVICE AND ALL THE WIRING REMOVED. PATCH HOLE AS REQUIRED. 10. GENERAL CONTRACTOR SHALL REMOVE ALL UNUSED CONDUIT, COAXIAL CABLE AND TELEPHONE WIRING COMPLETELY FROM AREAS IN SCOPE OF THIS CONTRACT. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETE CORE DRILLING AND ELECTRICAL HOOK -UP, PATCHING, ETC., INCLUDING WORK IN LANDLORD'S OR OTHER TENANT'S SPACE, ALL CORE DRILLING SHALL BE ACCOMPLISHED DURING STATED BUILDING APPROVED WORKING HOURS. CONTRACTOR SHALL VERIFY AND CONFORM TO THOSE HOURS WHEN WORK IS REQUIRED. 12. SHOULD JOB CONDITIONS REQUIRE RELOCATION OF PLANNED TELEPHONE OR ELECTRICAL OUTLETS FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE KGA FIELD REPRESENTATIVE FOR APPROVAL OF ALTERNATE LOCATION PRIOR TO THE START OF ANY WORK. 13. ALL EXISTING WALL OUTLETS WHICH DO NOT INTERFERE WITH NEW CONSTRUCTION SHALL REMAIN. NOTIFY KGA IF OUTLETS SHOULD BE RELOCATED. 14. ANY EXISTING FIRE ALARM SOUNDERS OR PULL BOXES WHICH INTERFERE WITH NEW PARTITION WORK SHALL BE RELOCATED TO AN APPROVED LOCATION. FOLLOW LOCAL BUILDING CODES. 15. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND HOOK -UP OF ALL ELECTRIFIED RACEWAYS THROUGH THE SYSTEMS FURNITURE AS SPECIFIED. IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH THE SYSTEMS FURNITURE SPECIFIED AND ALL ELECTRICAL WORK RELATED TO THAT SYSTEM. 16. DO NOT INSTALL TELEPHONE AND ELECTRICAL PEDESTAL FLOOR OUTLETS UNTIL CARPET IS INSTALLED. POWER & COMM. NOTES (CONTINUED): 17. NO FLOOR OR WALL POWER OUTLETS SHALL BE CONNECTED TO LIGHTING CIRCUITS. 18_ PROVIDE TAMPER -PROOF CIRCUIT BREAKER CLAMPS ON ALL DEDICATED CIRCUIT BREAKERS 19. GENERAL CONTRACTOR SHALL REVISE AND UPDATE LABELS FOR ALL CIRCUIT BREAKERS AT ALL ELECTRICAL CLOSETS ON THE JOB. 20. TELEPHONE FLOOR AND WALL OUTLET BOXES SHALL BE CAPABLE OF FULLY HOUSING THE TELEPHONE COMPANY'S PRE -WIRED AMPHENOL CONNECTORS, BOTH FOR SINGLE -LINE EXTENSIONS AND FOR CALL DIRECTORS. 21. WHERE EXPOSED CONDUIT OR SURFACE- MOUNTED WIREMQLD CONDUIT HAS BEEN SPECIFIED, THE CONDUIT SHALL BE RUN IN CORNERS OR ON SIDE OF COLUMNS IN A NEAT AND ORDERLY WAY USING 90 CORNERS RUNNING PARALLEL TO WALLS, COLUMNS, BEAMS AND OTHER CONDUITS TO ABOVE HIGHEST POINT OF BASEBOARD CONVECTOR, AT WHICH POINT CONDUIT IS TO RUN HORIZONTALLY TO ACTUAL LOCATION OF OUTLET AS DIMENSIONED ON PLAN. 22. G.C. SHALL COORDINATE WITH THE ELECTRICAL & WOODWORK CONTRACTORS TO PROVIDE CUT- OUTS IN FIELD, AS REQUIRED, FOR EXTENSION OF ELECTRIC OUTLETS, CABLES, ETC. INTO CABINETWORK AS SPECIFIED. 23. THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND COORDINATE ELECTRICAL REQUIREMENTS FOR ALL HVAC EQUIPMENT, EXHAUST FANS, WATER HEATERS, AND SPECIAL EQUIPMENT, ETC 24. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE INSTALLATION OF THE TELEPHONE COMMUNICATIONS SYSTEM SHALL BE IN ACCORDANCE WITH THE BUILDING MANAGEMENT AND TELEPHONE COMPANY S RECOMMENDATIONS AND REQUIREMENTS INCLUDING THE INSTALLATION OF REQUIRED CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT ROOM TO THE TENANT'S SPACE MILLWORK NOTES: 1. ALL ITEMS OF WOODWORK INDICATED ON THE DRAWINGS AND /OR SPECIFICATIONS SHALL BE PERFORMED BY SKILLED MECHANICS USING THE BEST TECHNIQUES KNOWN TO THE TRADE AND IN CONFORMANCE WITH ALL TRADE STANDARDS, SPECIFICALLY THE 'PREMIUM GRADE' QUALITY STANDARDS AND THE GUIDELINES FOR `HIGH PRESSURE LAMINATE" OF THE ARCHITECTURAL WOODWORK INSTITUTE. 2. WOODWORK CONTRACTOR TO SUBMIT ELECTRONIC PDF SET OF TO SCALE SHOP DRAWINGS TO THE ARCHITECT'S OFFICE FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF ANY WORK. 3. WOODWORK CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULING HIS WORK WITH THE GENERAL CONTRACTOR. 4. WOODWORK CONTRACTOR SHOULD INSPECT THE ALIGNMENT OF ALL GYP. BD. CONSTRUCTION AND SHOULD NOTIFY THE ARCHITECT OF ANY CONDITION THAT WOULD PREVENT HIM FROM COMPLETING HIS WORK. 5. ALL WOODWORK SHALL HAVE A FINE, SMOOTH FINISH, FREE FROM MACHINE OR TOOL MARKS, ABRASIONS OR RAISED GRAIN ON EXPOSED SURFACES. JOINTS SHALL BE TIGHT AND SO FORMED AS TO CONCEAL SHRINKAGE. MITERS 4' OR MORE FROM HEEL TO POINT SHALL BE GLUED AND FEATHERED, LOCKED, SPLINED, AND DOWELED. TENONS AND DOWELS SHALL BE OF HARDWOOD AND SPACED NOT LESS THAN 3' ON CENTER, JOINTS SHALL BE MADE WITH WATER- RESISTANT GLUE OR HOT GLUED UNDER PRESSURE, ALL EXPOSED WORK SHALL BE FULLY ASSEMBLED IN THE SHOP IN AS LARGE A UNIT AS PRACTICAL, THEN DELIVERED AND INSTALLED. 6. SCREW AND GLUE ALL JOINTS AND CONNECTIONS. NO NAILING PERMITTED. 7. WOODWORK CONTRACTOR SHALL USE ONLY FIRE- RETARDANT WOOD. 8. ALL HIGH - PRESSURE PLASTIC LAMINATE WORK SHALL BE SOLID, IN ONE PIECE AND WITHOUT SPLICE JOINTS (EXCEPT WHERE PROHIBITED BY THE MAXIMUM AVAILABLE SIZE OF THE MANUFACTURED PLASTIC LAMINATE MATERIALS) AND SHALL BE BONDED TO THE CORESTOCK USING THE 'HOT PLATE' PRESS METHOD. ALL EDGES AND EXPOSED CORNERS TO BE FINELY JOINED: UNSIGHTLY JOINTS, NICKS, SCRATCHES, CHOPS, DEFECTS, WAVEY OR UNEVEN LAMINATION WILL BE REJECTED, IF JOINTS ARE REQUIRED DUE TO LENGTH OF UNIT, JOINTS TO BE CENTERED SYMMETRICALLY OVER THE LENGTH OF THE UNIT. 9. ALL SURFACES TO BE LAMINATED (PL. LAM. OR VENEERED) SHALL BE LAMINATED WITH THE SAME TYPE OF MATERIAL ON THE BOTH SIDES (BACKING) WHETHER VISIBLE OR NOT, PANEL AND PLYWOOD BACKS NOT EXPOSED TO VIEW SHALL BE VENEERED WITH THE SAME SPECIES AND THICKNESS OF VENEER USED FOR THE FACES, FOR BALANCED CONSTRUCTION. HOWEVER, THE VENEERED SURFACES NOT EXPOSED TO VIEW NEED NOT BE MATCHED. 10. DOORS HAVING PLASTIC LAMINATE FACES SHALL ALSO HAVE BACKS AND EDGES OF THE SAME PLASTIC LAMINATE AS THE FACE. DRAWERS HAVING PLASTIC LAMINATE FACES SHALL HAVE BIRCH VENEER SOLID -CORE INTERIOR CONSTRUCTION (BOTTOM AND SIDES) WITH CLEAR LACQUER FINISH. DRAWER FRONT AND SIDES TO BE GROOVED TO RECEIVE (3) PLY BOTTOM PIECE. 11, WOODWORK CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR ON THE LOCATION AND INSTALLATION OF ALL GROUNDS AND BLOCKING INSIDE THE WALL CONSTRUCTION RELATED TO CABINETWORK. 12. WHERE ELECTRICAL WORK IS SPECIFIED IN CABINETS, LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR, CUT- OUTS FOR SWITCHES, OUTLETS, AND WIRING DEVICES TO BE INSTALLED IN CABINETRY IN THE FIELD ARE BY THE WOODWORK CONTRACTOR AND ARE TO BE COORDINATED BY THE GENERAL CONTRACTOR. 13. WOODWORK CONTRACTOR SHALL PROVIDE ALL HARDWARE REQUIRED FOR FINISHED INSTALLATION OF CABINETS. 14. FIELD VERIFY LOCATION OF ALL HOLES THROUGH ALL NEW COUNTERTOPS AND PROVIDE A PLASTIC GROMMET INSERT AT EACH LOCATION. SEE DETAILS FOR SIZES AND LOCATIONS. 15. WOODWORK SUBCONTRACTOR SHALL SHIM AND LEVEL ALL COUNTERS TO BE LOCATED OVER FILES, AND PROVIDE A STABLE TEMPORARY SUPPORT UNTIL FILES ARE DELIVERED FOR INSTALLATION. CONTRACTOR TO PROVIDE FILLER STRIPS AS REQUIRED BETWEEN FILE CABINETS AND COUNTERTOPS, AND BETWEEN CABINETS AND SURROUNDING WALLS AND CEILINGS. 16. WOODWORK CONTRACTOR IS RESPONSIBLE TO CLEAN AND POLISH AND TOUCH -UP AS REQUIRED ALL WOODWORK AFTER THE INSTALLATION IS COMPLETED. FINISH NOTES: 1. SAMPLES OF ALL FINISHES SPECIFIED SHALL BE SUBMITTED TO KGA FOR APPROVAL, IN TRIPLICATE, PRIOR TO COMMENCEMENT OF THE WORK. CARPET, WALL FINISHES, AND WOOD FINISH SAMPLES TO BE A MIN. 12' X 12 ". PAINT SAMPLES FOR GYP. BD. SURFACES TO BE PROVIDED ON 12' X 12' SAMPLE SIZE. 2. ALL WALLS (NEW AND EXISTING) SHALL BE PROPERLY PREPARED (SPACKLED, SANDED, ETC.) FOR PAINTING AND /OR WALLCOVERING AS PER FINISH PLAN AND MANUFACTURER'S SPECIFICATIONS. 3. ALL PAINTS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFACE. 4. ALL SURFACES WHICH ARE TO BE PAINTED SHALL RECEIVE (1) COAT OF PRIMER AND (2) COATS OF FINISH PAINT. (3) COATS TOTAL- S. ALL WALLS TO BE PAINTED SHALL BE PAINTED WITH A LATEX BASE EGGSHELL FINISH PAINT UNLESS OTHERWISE NOTED. ALL DOORS, DOOR FRAMES, WINDOW FRAMES, AND CONVECTOR ENCLOSURES SHALL BE PAINTED WITH AN ALKYD BASE SEMI -GLOSS FINISH PAINT UNLESS OTHERWISE NOTED. 5. ALL CONVECTOR ENCLOSURES TO BE PAINTED SHALL HAVE THE GRILLES AND ACCESS PANELS REMOVED AND PAINTED SEPARATELY AND REINSTALLED WHEN THOROUGHLY DRY. 7. ALL DOORS AND FRAMES TO BE PAINTED THE SAME COLOR AND TYPE OF PAINT ON BOTH SIDES, UNLESS OTHERWISE NOTED. 8. ALL WALLS WHICH HAVE BEEN PAINTED WITH AN EGGSHELL FINISH AND MUST BE TOUCHED UP AS A PUNCH LIST ITEM SHALL BE REPAINTED ENTIRELY BETWEEN THE (2) CLOSEST BREAK POINTS. 9. ALL EXISTING GYPSUM BOARD CEILINGS THAT ARE PATCHED SHALL BE PAINTED IN THEIR ENTIRETY. 10. GENERAL CONTRACTOR SHALL FLASH PATCH AND PREPARE ALL FLOORS AS REQUIRED TO RECEIVE SPECIFIED FLOORING MATERIAL. 11 CARPET CONTRACTOR SHALL INSPECT THE SUB- FLOOR PRIOR TO COMMENCEMENT OF WORK. HE SHALL NOTIFY THE ARCHITECT AND /OR THE TENANT'S REPRESENTATIVE IN WRITING OF ANY CONDITIONS WHICH WILL PREVENT HIM FROM PRODUCING SATISFACTORY FINISH WORK. 12. FLOORS MUST BE FREE OF DUST, OIL AND ALL FOREIGN MATTER. BUILDING MUST BE PRE- HEATED TO A MINIMUM OF 65 F., 24 HOURS PRIOR TO INSTALLATION OF FLOOR COVERING. CRACKS 1/16' OR MORE, HOLES, AND OTHER UNEVENNESS MUST BE FILLED WITH A LATEX BASE FLOOR FILLER; HIGH SPOTS MUST BE LEVELED. FLOOR MUST BE SWEPT CLEAN, WET MOPPED WITH WARM WATER AND SWEPT AGAIN. IF SWEEPING LEAVES A RESIDUE, FLOORS SHALL BE VACUUMED. 13, CARPET CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY UNACCEPTABLE FINISH WORK CAUSED BY SUB -FLOOR CONDITIONS_ 14. ALL VINYL OR RUBBER BASE TO BE CONTINUOUS ROLL TYPE WITH SEAMING TO OCCUR ONLY ON INSIDE CORNERS OR AT LEAST 12" FROM WRAPPED OUTSIDE CORNER IF UNABLE TO PROVIDE PROPER DISTANCE, PROVIDE 41NCH WIDE SOLID OUTSIDE CORNER VINYL OR RUBBER BASES. 15. CARPET CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY VINYL REDUCING STRIPS AND /OR METAL SADDLES AS REQUIRED AT ALL CARPET /MATERIAL TRANSITION POINTS. COLOR SPECIFICATION BY ARCHITECT. FOLLOW ADA GUIDELINES. 1,6. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL METAL ANGLES AND/OR MARBLE REDUCING SADDLES PER DETAILS, IN ADDITION TO ANY FLOOR LEVELING AS MAY BE REQUIRED FOR SMOOTH TRANSITION AT ALL STONE OR TILE FLOORING /MATERIAL TRANSITION POINTS. IT WHERE STONE OR MARBLE FLOORING IS SPECIFIED, G.C. SHALL BE RESPONSIBLE FOR PROVIDING /APPLYING SEALANT AS SPECIFIED OR AS RECOMMENDED BY SUPPLIER, FOR A CLEAN, LASTING SURFACE. 18. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE ONTO HICH THE CLOSET OPENS UNLESS OTHERWISE NOTED. 0 O 19. WHEN A GLUE -DOWN INSTALLATION IS SPECIFIED, CARPETS SHALL BE LAID WITH TIGHT BUTT SEAMS LAID TRUE WITH AN APPROVED BRAND OF WATERPROOF QUICK RELEASE CEMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 20. CROSS JOINTS NECESSARY DUE TO LENGTH OF ROLLS RECEIVED, SHALL BE PLACED TO AVOID OCCURRENCE AT CONSPICUOUS LOCATIONS NEAR DOOR OR AT DOORWAYS AND ENTRIES PERPENDICULAR TO DOORS OR ENTRIES. SEAMS OCCURRING PARALLEL TO DOORS SHALL BE CENTERED DIRECTLY UNDER THE DOOR. CONTRACTOR TO SUBMIT SEAMING DIAGRAM FOR ARCHITECT'S REVIEW. 21. SEAMS SHALL BE TRIMMED AND SEAMED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 22. SPOTS AND/OR SMEARS OF CARPET CEMENT SHALL PROMPTLY BE REMOVED WITH APPROVED SOLVENT. 23. ALL EXCESS PIECES OF USABLE CARPET SHALL BE ROLLED (OR BOXED), TAGGED, AND LEFT WITH THE OWNER FOR FUTURE USE. 24. CARPET CONTRACTOR SHALL COORDINATE WITH THE ELECTRICIANS REGARDING FLOOR OUTLETS FOR ELECTRICAL AND COMMUNICATION REQUIREMENTS. ALL CUTTING OF CARPET FOR FLOOR OUTLETS AND JUNCTION BOXES SHALL BE THE RESPONSIBILITY OF THE CARPET CONTRACTOR. 25. GENERAL CONTRACTOR TO PROVIDE FIRE- RETARDANT BLOCKING FOR BLINDS ON EXTERIOR WINDOWS THROUGHOUT. STRUCTURAL NOTES: COLD- FORMED METAL FRAMING NOTES 1 DESIGN OF THE METAL FRAMING SYSTEM (AND ALL CONNECTIONS TO THE BASE BUILDING) TO BE BY CONTRACTOR. SUBMIT SIGNED AND SEALED COLD FORMED METAL FRAMING SHOP DRAWINGS AND CALCULATIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. METAL FRAMING SIZES SHOWN ON THE DRAWINGS ARE FOR PRICING PURPOSES ONLY. FINAL DESIGN TO BE BY CONTRACTOR. 2. METAL FRAMING SYSTEM CONSISTS OF ALL JOISTS, STUDS, BRACING, BRIDGING, CONNECTIONS TO THE BASE BUILDING, ETC. COORDINATE LAYOUT, DIMENSIONS, AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 3. METAL FRAMING SYSTEM TO BE DESIGNED TO WITHSTAND THE FOLLOWING LOADS: A. INTERNAL HORIZONTAL LOAD: 5 POUNDS PER SQUARE FOOT, WITH AN ALLOWABLE DEFLECTION EQUAL TO THE SPAN /36 STRUCTURAL NOTES: B. OFFICE ROOF FRAMING: 40 PSF LIVE LOAD, WITH ALLOWABLE DEFLECTION EQUAL TO THE SPAN /36 4. ALL STEEL JOISTS AND ACCESSORIES SHALL COMPLY WITH ASTM A653 - STANDARD SPECIFICATION FOR STEEL SHEET, ZJNC- COATED (GALVANIZED) BY THE HOT -DIP PROCESS STRUCTURAL_ (PHYSICAL) QUALITY. COMPLY WITH ALL OTHER APPLICABLE ASTM STANDARDS. ALL JOISTS AND ACCESSORIES 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL WITH A YIELD OF 50 KSI AND AS SET FORTH IN SECTION 1.2 OF THE AISI 'SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS'. THE MANUFACTURER SHALL CERTIFY THAT THE MATERIALS CONFORM TO THE APPROPRIATE REQUIREMENTS. 5. COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR THE INSTALLATION AND FASTENING OF METAL FRAMING. 6. CONNECTIONS SHALL BE ACCOMPLISHED WITH SELF - DRILLING SCREWS OR WELDING SO THAT THE CONNECTION MEETS OR EXCEEDS THE DESIGN LOAD REQUIRED AT THAT CONNECTION. 7. CUTTING OF STEEL FRAMING MEMBERS MAY BE ACCOMPLISHED WITH A SAW OR SHEAR. TORCH CUTTING IS NOT PERMITTED. 8. SIZE AND SPACING OF METAL FRAMING MEMBERS INDICATED THUS '10J16 0 16" O.C.'. 10 INDICATES DEPTH AND 16 INDICATES GAGE OF THE MEMBER. 9. PROVIDE (2) 12J16 HEADER ABOVE OPENINGS IN STUD BEARING WALLS, UNLESS NOTED OTHERWISE. 10. ALIGN WEBS OF JOISTS OR RAFTERS SUPPORTED BY STUD WALLS, OR INSTALL CONTINUOUS DISTRIBUTION HEADER AT TOP OF WALL. PROVIDE WEB STIFFENERS AT ALL JOISTS AT STUD BEARING WALLS. 11. ALL ACCESSORY STEEL SHALL BE 16 GAUGE. ALL JOISTS AND ACCESSORY STEEL SHALL HAVE A MINIMUM G -60 COATING. 12. PROVIDE 2 LINES OF SOLID BRIDGING FOR 3 FEET EACH END WITH CONTINUOUS STRAP BRIDGING (2' WIDE, 18 GUAGE) BETWEEN, AT THIRD POINTS OF JOIST SPAN. FOR WALLS, PROVIDE CONTINUOUS STRAP BRIDGING (2' WIDE, 18 GAUGE) 9 4' -0" O.C. VERTICALLY. 13. PROVIDE DOUBLE STUDS AT ALL DOOR JAMBS AT SINGLE WIDE DOORS AND AT ALL ENDS OF WALLS. PROVIDE TRIPLE STUDS AT ALL DOOR JAMBS AT DOUBLE WIDE DOORS. 1.11 I'll 1 Oki A V.11 I ' , ACT - ACOUSTICAL COMPOSITE TILE ADD'L - ADDITIONAL AFF - ABOVE FINISHED FLOOR ALT - ALTERNATE & - AND @ - AT ARCH. - ARCHITECTURE BET. - BETWEEN B.O. - BOTTOM OF CLG. - CEILING CONC. - CONCRETE CONT. - CONTINUOUS DIET. - DETAIL DIA. - DIAMETER DIM. - DIMENSION DWG. - DRAWING EL. - ELEVATION ELEC. - ELECTRIC ENGIN. - ENGINEERING EQ. - EQUAL EXT. - EXTERIOR EX'G. - EXISTING FEC - FIRE EXTINGUISHER CABINET FL. - FLOOR F.P. - FIREPROOFING FT. - FOOT (OR) FEET GA. - GAUGE GC - GENERAL CONTRACTOR GWB - GYPSUM WALL BOARD HGT. - HEIGHT H.M. - HOLLOW METAL HRDWD - HARDWOOD HVAC - HEATING VENTILATING /AIR CONDITIONING INFO - INFORMATION MAX. - MAXIMUM MECH. - MECHANICAL MIN. - MINIMUM MON. - MONITORS MTD. - MOUNTED MTL. - METAL N.I.C. - NOT IN CONTRACT N.T.S. - NOT TO SCALE O.C. - ON CENTER OPP. - OPPOSITE P°LAM. - PLASTIC LAMINATE REQ'D. - REQUIRED S.F. - SQUARE FEET SIM. - SIMILAR S.S. - STAINLESS STEEL STL. - STEEL TEL. - TELEPHONE TH. - THICKNESS T.O. - TOP OF TOPO - TOPOGRAPHIC TYP. - TYPICAL U.O.N. - UNLESS OTHERWISE NOTED VCT - VINYL COMPOSITE TILE V.I.F. - VERIFY IN FIELD W/ - WITH W - WIDTH WIND - WINDOW WD - WOOD C P, .4 .• a,��3� �' � A q ' a L R architect NORBERTO ROSENSTEIN ARCHITECT , INC. ARCHn ECTURE , INTERIOR DESIGN - PLANNNG 126 S. FEDERAL HIGHWAY SUITE #f 202 DANIA BEACH, FLORIDA 33004 PH: (954) 922 -6551 FAX: (954) 922 -7388 EMAIL :infowrosensteinarchitect.com WEB: www.rosensteinarchitect.com STATE REG. NO. AR0016674 NATL. REG. NO. 69178 COPYRIGHT © 2012 NORBERTO ROSENSTEIN ARCHITECT, INC. ALL RIGHTS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM WITHOUT PERMISSION. DESIGNED' ®�° � `'ON N. R. .� �`'6 `= DRAWN .. � D. P. CHECKED N. R. I HEREBY CERTIFY THAT THESE PLANS WHERE PREPARED BY ME OR UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. Ini 01.20.13 PRESUBMITTAL /COORDINATION R E V I S 1 0 N S COMM. 2012-53 DATE 01/04/2013 FIR TREE PARTNERS SOUTH MIAMI EXISTING SPACE RENOVATION 7301 SW 57th COURT SOUTH MIAMI, FLORIDA 33143 GENERAL NOTES T-1 02 9 00