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HomeMy WebLinkAbout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• CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ALL DEFICIENCIES IN NEW WORK WHERE WORK IS IDENTIFIED BY THE CODE CONSULTANT AND OR IDENTIFIED BY OWNER, OWNER'S REPRESENTATIVE AND OR PROJECT DESIGN TEAM AS NOT IN COMPLIANCE WITH THE REQUIRED RATING. 6. REFER TO CUTTING & PATCHING/FINISHING NOTES FOR ADDITIONAL INFORMATION. 7. SEE TYPICAL WALL CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION. PROTECTION OF SOUN D PARTITIONS ALL COST TO BE INCLUDED IN BASE BID. 1. THE CONTRACTOR SHALL MAINTAIN RESPONSIBILITY FOR THE PATCH, REPAIR, AND OR SEALING OF ALL PENETRATIONS through, AND OR DAMAGE TO SOUND PARTITIONS CAUSED BY NEW CONSTRUCTION 2. SEE WALL TYPES FOR TYPICAL WALL CONSTRUCTION. 3. PACK SOUND INSULATION IN VOID CAVITIES AND AROUND ITEM PENETRATING WALL. SEAL AROUND PENETRATION WITH ACOUSTIC SEALANT. 4 GENER,AL PLAN NOTES: GENERAL DEMOLITION NOTES: G 1. SEE GENERAL NOTES ON CUTTING AND PATCHING OUTLINED ON SHEET A001 FOR ADDITIONAL INFORMATION. 2. PERFORM ALL WORK UNDER ESTABLISHED PROJECT GUIDELINES. 3. FIELD VERIFY EXISTING CONDITIONS AND COORDINATE DEMOLITION OR REMOVAL WORK WITH CORRESPONDING NEW CONSTRUCTION WORK AND WITH APPROPRIATE TRADES PRIOR TO STARTING DEMOLITION WORK. IF DISCREPANCIES ARE FOUND BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS, NOTIFY ARCHITECT IMMEDIATELY. 4. DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF ALL DEMOLITION ITEMS. 5. REMOVE ALL CONSTRUCTION DEBRIS FROM SITE DAILY. DO NOT ALLOW REFUSE TO BLOCK CORRIDORS, STAIRS, OR ANY OTHER TRAFFIC AREAS. 6. PROVIDE TEMPORARY FIRE AND LIFE SAFETY PROTECTION THROUGHOUT DURATION OF PROJECT. 7. PATCH AND REPAIR ALL ADJACENT SURFACES DISTURBED/DAMAGED BY CONSTRUCTION. CLEAN ALL FLOOR SURFACES OF ADHESIVE AND OR GROUT RESIDUE PRIOR TO INSTALLATION OF NEW FLOORING MATERIAL. 8. PROTECT ADJACENT EXISTING TO REMAIN CONSTRUCTION THROUGHOUT DURATION OF PROJECT. PROVIDE SHORING, BRACING OR SUPPORT AS REQUIRED TO PREVENT MOVEMENT OR SETTLEMENT OF EXISTING CONSTRUCTION. 9• PROVIDE CONSTRUCTION BARRIER PARTITIONS BETWEEN AREAS OF WORK AND OCCUPIED SPACES (IF APPLICABLE). PARTITIONS TO REMAIN INTACT THROUGHOUT CONSTRUCTION, INCLUDING COMPLETED WORK AND WORK UNDER CONSTRUCTION. NEGATIVE PRESSURE, MONITORED CONTINUOUSLY, SHALL BE PROVIDED AT ALL DUST BARRIERS WHEN REQUIRED BY BUILDING/PROJECT STANDARDS AND OR MANDATED INFECTION CONTROL REQUIREMENTS. WHERE BLOCKING AND/OR 10. / ELECTRICAL WORK IS REQUIRED IN EXISTING WALL CONSTRUCTION, CONTRACTOR TO CAREFULLY CUT-OUT GYP. BD. AT APPROPRIATE LOCATION. PATCH AND FINISH AREA PER CUTTING AND PATCHING/FINISHING NOTES ON SHEET A001. 11. REMOVE ALL EXISTING CONSTRUCTION, ITEMS AND FINISHES MADE OBSOLETE BY, OR IN CONFLICT WITH NEW CONSTRUCTION - VERIFY WITH ARCHITECT. REMOVE WIRING BACK TO SOURCE AT ALL OUTLETS, ETC., MADE OBSOLETE BY WALL REMOVAL OR ANY OTHER NEW CONSTRUCTION. 12. REMOVE ALL ITEMS IN THEIR ENTIRETY UNLESS OTHERWISE NOTED. DESCRIPTION OF PRIMARY ITEMS TO BE REMOVED IS GENERAL IN NATURE, AND REMOVAL OF SECONDARY COMPONENTS SUCH AS BLOCKING, SUPPORTS, ANCHORS, TRIM, ADHESIVE, PIPING, WIRING, ETC., RELATED TO PRIMARY ITEMS SHALL BE INCLUDED. 13. RELOCATED ITEMS SHALL BE CLEANED AND PLACED IN STORAGE, PER OWNER'S DIRECTIONS UNTIL ITEMS ARE READY TO BE REINSTALLED. IF ITEM IS DAMAGED DURING DEMOLITION OR RELOCATION IT SHALL BE REPAIRED OR REPLACED WITH NEW ITEM AS APPROVED BY OWNER AT NO EXPENSE TO OWNER, 14. AT OWNER'S REQUEST, SALVAGED ITEMS SHALL BE TURNED OVER TO THE OWNER OR STORED IN AN AREA DESIGNATED BY THE OWNER. 15. IF EXISTING ITEMS TO BE REMOVED OR DISTURBED ARE SUSPECTED OR DISCOVERED TO CONTAIN ASBESTOS OR OTHER HAZARDOUS MATERIALS, STOP DEMOLITION AND NOTIFY OWNER IMMEDIATELY. 16. SEE MEP DOCUMENTS FOR EXTENT OF DEMOLITION/REMOVAL OF PIPING/DUCTWORK/ELECTRICAL THAT WILL OCCUR IN PREPARATION FOR NEW CONSTRUCTION. 17. PATCH AND REPAIR PORTION OF EXISTING WALLS DISTURBED BY NEW ELECTRICAL AND DATA WIRING. PROVIDE SMOOTH, FINISHED TRANSITION BETWEEN NEW CONSTRUCTION AND EXISTING. GENERAL FLOOR PLAN NOTES: 1. CONTRACTOR TO FOLLOW ALL BUILDING/PROJECT STANDARDS, INTERIM LIFE SAFETY MEASURES AND ALL STATE AND LOCAL BUILDING CODES. IF CONTRARY INSTRUCTIONS ARE CONTAINED HEREIN, REQUEST CLARIFICATION FROM OWNER. 2• SEE FLOOR PLAN FOR ADDITIONAL NOTES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS, JOB CONDITIONS, ETC. 4. ALL DIMENSIONS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL. 5. SEE WALL TYPES, DOORS AND HARDWARE SCHEDULES FOR ADDITIONAL INFORMATION. 6• WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS OTHERWISE NOTED. 7. HINGE SIDE OF DOOR JAMBS IN METAL STUD WALLS SHALL TYPICALLY BE LOCATED 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. SEE TYPICAL DETAIL ON DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 8. PROVIDE BLOCKING IN NEW METAL STUD WALLS FOR ALL WALL SUPPORTED ITEMS. SEE PLANS FOR CASEWORK LOCATIONS. 9. ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS & STANDARD SPECIFICATIONS. 10. REFER TO ROOM FINISH SCHEDULE FOR ALL REQUIRED FINISH INFORMATION. 11. WHERE NEW WALL CONSTRUCTION IS REQUIRED ADJACENT TO OR ABUTTING EXISTING CONSTRUCTION, ALIGN FACE OF NEW CONSTRUCTION WITH FACE OF EXISTING CONSTRUCTION. 12. PROVIDE CONTROL JOINTS IN ALL RUNS OF GYP. BD. WALLS OVER 30 FEET IN LENGTH. COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION FOR COMPLIANCE WITH DESIGN INTENT. 13. ALL PENETRATIONS IN AND THROUGH FIRE AND SMOKE RATED WALLS SHALL BE SLEEVED AND FIRE STOPPED AS NECESSARY TO MAINTAIN RATINGS. 14. PREP ALL WALL SURFACES TO RECEIVE NEW PAINT OR WALL COVERING FINISH. PATCH ALL EXISTING HOLES IN AREAS TO RECEIVE NEW FINISHES. SAND WALLS SMOOTH PRIOR TO PAINTING. PROVIDE BLANK COVER PLATES WHERE NEEDED. REMOVE EMERGENCY LIGHTS, SIGNAGE, THERMOSTATS, FIRE STROBES, ETC. PRIOR TO PAINTING AND REINSTALL WHEN COMPLETE. 15. CONTRACTOR TO FOLLOW/COMPLY WITH ALL BUILDING/PROJECT STANDARDS AND GUIDELINES, PROVIDE FOR INTERIM LIFE SAFETY MEASURES AND FOLLOW ALL STATE AND LOCAL BUILDING CODES. GEN ERAL CEI LING PLAN NOTES: 1. EXISTING TO REMAIN CEILING SYSTEMS SHOWN LIGHTER THAN NEW GRID SYSTEM. 2. CEILING GRID CENTERED IN ROOM EACH WAY, UNLESS NOTED OTHERWISE. 3. UNLESS OTHERWISE NOTED, INSTALL SUSPENDED CEILING GRID WITH EQUAL SIZE PANELS AT EACH SIDE OF ENDS OF ROOMS. IN GENERAL, PANELS SHOULD NOT BE LESS THAN 1'-0" WIDE. 4. PROVIDE NIGHT LIGHT CIRCUITS AS REQUIRED. 5. REFER TO ROOM FINISH SCHEDULE FOR SPECIFIC CEILING TYPES, MATERIALS, ETC. 6. THE ARCHITECTURAL REFLECTED CEILING PLANS SHALL GOVERN THE LAYOUT OF ALL CEILING ELEMENTS AND/OR PENETRATIONS. COORDINATE WITH ARCHITECT ANY FIELD CONDITIONS THAT DIFFER FROM WHAT IS SHOWN ON THESE PLANS. 7. SIZES AND SHAPES OF MECHANICAL EQUIPMENT, LIGHTING AND OTHER MISC. ELECTRICAL EQUIPMENT (IF SHOWN HERE) ARE SHOWN FOR REFERENCE ONLY. COORDINATE ACTUAL SIZES AND CIRCUITING WITH ELECTRICAL ENGINEERING DOCUMENT. 8. REFER TO WALL TYPE FOR ADDITIONAL INFORMATION & WALLS THAT BREAK GRID. 9. IF POSSIBLE, ANY CEILING MOUNTED ITEMS (SPRINKLER HEADS, SPEAKERS, ETC.) SHOULD BE CENTERED IN CEILING PANELS. 10. WHERE EXISTING CEILING GRID IS REMODELED TO MEET NEW CONSTRUCTION, THE CONTRACTOR SHALL: A. REPLACE ALL DAMAGED OR UNREPAIRABLE PORTIONS OF EXISTING GRID WITH NEW GRID TO MATCH EXISTING BUILDING STANDARDS. B. REMOVE PORTIONS OF EXISTING GRID OR PROVIDE NEW GRID AS REQUIRED BY NEW CONSTRUCTION. ALL NEW GRID MUST MATCH EXISTING TO REMAIN OR BE BUILDING STANDARD. C. REPLACE ALL DAMAGED CEILING TILES WITH NEW TILES TO MATCH EXISTING TO REMAIN. LINTEL SCH EDULE: MISCELLANEOUS OPENINGS (UNLESS OTHERWISE NOTED): FOR EXTERIOR AND INTERIOR MASONRY WALLS 8" OR THICKER: OPENINGS UP TO 4'-0" - 3-1/2 X 3-1/2 X 5/16 ANGLE OPENINGS FROM 4'-0" TO 5'-0" - 4 X 3-1/2 X 5/16 LLV OPENINGS FROM 5'-0" TO 6'-0" - 5 X 3-1/2 X 5/16 LLV OPENINGS FROM 6'-0" TO 7'-0" - 6 X 3-1/2 X 5/16 LLV USE ONE ANGLE FOR EACH 4" WYTHE OF MASONRY. ALL LINTELS SHALL HAVE A BEARING AT EACH END OF 1 INCH PER FOOT OF OPENING WITH A MINIMUM OF 8". ALL LINTELS SHALL BEAR ON 16" SOLID MASONRY EXTENDING 16" BEYOND END OF LINTEL. ALL EXTERIOR LINTELS AND EXPOSED EXTERIOR BOTTOM LINTEL PLATES SHALL BE GALVANIZED; LINTELS SHALL BE GALVANIZED AFTER FABRICATION. FOR BRICK SUPPORT IN EXTERIOR WALLS, PROVIDE ON 5"x5"x5/16" ANGLE FOR OPENINGS UP TO 6'-0". ANCHOR VERTICAL LEG OF ANGLE TO BACKUP AT 16" O.C. 6 7 G E N E RA L P RO) ECT N OTES: CONTRACTOR'S RESPONSIBILITIES: 1. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT PRIOR TO BID SUBMITTAL PRIOR TO PROCEEDING WITH ANY WORK, OR RELATED WORK, IN QUESTION. 2. THESE CONTRACT DOCUMENTS ARE INTENDED TO DESCRIBE ONLY THE SCOPE AND APPEARANCE OF THE REAL PROPERTY IMPROVEMENTS, INCLUDING THE PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF ITS COMPONENTS. IT IS INCUMBENT UPON THE CONTRACTOR TO INSURE THAT ALL WORK COMPLETED AND MATERIALS INSTALLED BE IN FULL COMPLIANCE, AS A MINIMUM STANDARD, WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION. 3. THESE CONTACT DOCUMENTS DO NOT ATTEMPT TO INSTRUCT THE CONTRACTOR IN THE DETAILS OF HIS TRADE. THEY ARE PERFORMANCE SPECIFICATIONS IN THAT THEY DO REQUIRE THAT ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT IN THE CASE WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR PROPER INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR(S) RESPONSIBLE FOR THE AFFECTED PORTION OF WORK. 4. ALL WORK SHALL BE WARRANTED SATISFACTORY, IN MATERIALS AND WORKMANSHIP, FOR A MINIMUM PERIOD OF ONE (1) YEAR, OR FOR THE PERIOD OF WARRANTY CUSTOMARY, OR STIPULATED FOR, THE TRADE, CRAFT, OR PRODUCT, WHICHEVER IS LONGER. THEREFORE, ONLY COMPETENT MECHANICS CAPABLE OF PRODUCING GOOD WORKMANSHIP CUSTOMARY TO THE TRADE SHOULD BE USED. 5. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, OR THEIR AUTHORIZED AGENT, TO DETERMINE ALL EXISTING MATERIALS TO BE SALVAGED AND RETAINED BY THE OWNER. THE CONTRACTOR SHALL REMOVE SALVAGEABLE MATERIALS FROM THE SPACE AND STORE IN A LOCATION AS DIRECTED BY THE OWNER. ALL OTHER MATERIALS, RUBBISH, AND DEBRIS ,SHALL BE REMOVED AND PROMPTLY DISPOSED OF BY THE CONTRACTOR AT AN OFFSITE LOCATION. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT ALL PROPERTY IMPROVEMENTS (I.E. PARTITIONS, DOORS, FRAMES, CABINETS, CEILING GRID, CEILING TILE, AND THE ELECTRICAL AND MECHANICAL DEVICES, ETC.) WHICH ARE TO REMAIN, ARE PROTECTED FROM DAMAGE OF ANY KIND. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING WORK WHICH IS TO REMAIN, AND DETERMINING WHETHER OR NOT IT CAN BE REPAIRED AND/OR RECONDITIONED TO MATCH AND BLEND WITH NEW MATERIALS AND COMPONENTS. HE SHALL OBTAIN THE OWNER'S APPROVAL OF THE SCOPE AND LIMIT OF SAID WORK PRIOR TO STARTING CONSTRUCTION AND RECOMMEND AN ALLOWANCE IF NECESSARY. NO CHANGE ORDERS SHALL BE ACCEPTED FOR COMPLETED WORK THAT DOES NOT CONFORM TO THE STANDARDS ESTABLISHED AT THE TIME OF BID ACCEPTANCE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OF WORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES. THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE FOR ADVISING THE OWNER OF ALL LONG LEAD TIME ITEMS AFFECTING THE PROJECT SCHEDULE AND SHALL, UPON REQUEST FROM THE OWNER, SUBMIT ORDER CONFIRMATIONS AND DELIVERY DATES FOR SUCH LONG LEAD TIME ITEMS TO THE OWNER. 8. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER ACCESS TO THE SPACE AND THE ONGOING CONSTRUCTION WORK. DISRUPTIVE OR POTENTIALLY HAZARDOUS CONSTRUCTION ACTIVITIES OCCURRING WITH IN OR ADJACENT TO OCCUPIED SPACE SHALL BE COORDINATED TO OCCUR AFTER NORMAL OFFICE HOURS, SO AS TO MINIMIZE DISTURBANCE TO BUILDING OCCUPANTS. 9. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER FOR DELIVERY TO THE SPACE OF ALL BUILDING MATERIALS, AND SHALL ARRANGE FOR USAGE OF THE FREIGHT ELEVATOR (OR SUCH ELEVATOR DESIGNATED). IF DELIVERY OF BUILDING MATERIALS INVOLVES THE USE OF FACILITIES OTHER THAN THE AVAILABLE ELEVATORS, THE CONTRACTOR SHALL COORDINATE SUCH ACTIVITIES IN SUCH A MANNER WHICH POSES NO HAZARD TO ANY PERSONNEL WITHIN OR AROUND THE BUILDING OR BUILDING SITE. 10. ALL CONTRACTOR OR SUPPLIER REQUESTS FOR SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING, ACCOMPANIED BY THE ALTERNATIVE PRODUCT INFORMATION TO THE ARCHITECT. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT, NO LATER THAN (10) WORKING DAYS PRIOR TO BID OPENING DATE. SUBSTITUTIONS SHALL ONLY BE CONSIDERED ONLY IF THEY DO NOT SACRIFICE QUALITY, APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE OWNER BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT EQUAL QUALITY TO THE PRODUCT SPECIFIED. 11. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR SCALE THE DRAWINGS TO DETERMINE THE DIMENSIONS. SEE FLOOR PLAN FOR DIMENSION LOCATIONS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL SELECTED MATERIALS WHICH SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO THE FINAL ACCEPTANCE, UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL PRESERVE ALL PRINTED INSTRUCTIONS AND WARRANTIES THAT ARE PROVIDED WITH EQUIPMENT OR MATERIALS USED, AND DELIVER SAID PRINTED MATTER TO THE OWNER AT THE TIME(S) DESIGNATED FOR 0 & M MANUAL DISPERSEMENT. THE CONTRACTOR SHALL INSTRUCT THE OWNER OR OWNER'S REPRESENTATIVE IN THE PROPER USE OF THE EQUIPMENT FURNISHED BY THEIR TRADE. 14. GENERAL CONTRACTOR IS TO PROVIDE A THOROUGH CONSTRUCTION CLEAN-UP AT CLOSE-OUT, INCLUDING VACUUMING AND CLEANING ALL CARPETING. SEE SPECIFICATIONS FOR FINAL CLEANING. 15. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CUSTOM MILLWORK, CUSTOM FABRICATION OR MANUFACTURE, AND PHYSICAL SAMPLES OF ALL FINISH MATERIALS SPECIFIED TO THE ARCHITECT FOR REVIEW AND APPROVAL BY THE OWNER. 16. REVIEWED SHOP DRAWINGS AND SCHEDULES PREPARED BY OTHERS SHALL NOT BE CONSTRUED TO BE PART OF THE CONTRACT DOCUMENTS, AS THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR DRAWINGS, SCHEDULES AND/OR SPECIFICATIONS FOR WORK ON THE PROJECT PREPARED OR ACCOMPLISHED BY OTHERS. 17. THE ARCHITECT WILL REVIEW THE DRAWINGS AND SAMPLES SUBMITTED BY THE CONTRACTOR (FOLLOWING A REVIEW BY THE GENERAL CONTRACTOR) FOR CONFORMITY WITH THE INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS. 18. CONTRACTOR TO FOLLOW ALL BUILDING STANDARDS, INTERIM LIFE SAFETY MEASURES AND COORDINATE SCHEDULING OF WORK WITH AFFECTED TENANTS (IF APPLICABLE) PRIOR TO STARTING. 19. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND NOTIFY ARCHITECT, IN WRITING, OF ALL DISCREPANCIES. CONTRACTOR TO REVIEW & RECORD EXISTING CEILING FIELD CONDITIONS, LIGHT FIXTURE AND MEP SUPPLY/RETURN LOCATIONS, SPRINKLER HEADS, AND ALL OTHER CEILING ITEM LOCATIONS PRIOR TO CONSTRUCTION. DISCREPANCIES IN THIS INFORMATION SHALL BE RECORDED IN THE CONSTRUCTION FIELD SET. 20. THE GENERAL CONTRACTOR AND EACH TRADE IS RESPONSIBLE FOR REVIEWING AND COORDINATING ALL NEW WORK WITH ALL EXISTING CONDITIONS AND WITH ALL OTHER TRADES. 21. ALL CONSTRUCTION TO MEET CURRENT BUILDING STATE AND LOCAL CODES, ORDINANCES AND ADA REGULATIONS. 22. PREP ALL WALL SURFACES TO RECEIVE NEW PAINT OR WALL COVERING FINISH. PATCH ALL EXISTING HOLES IN AREAS TO RECEIVE NEW FINISHES. SAND ALL NEW TO EXISTING TRANSITIONS SMOOTH PRIOR TO PAINTING. PATCH ALL AREAS WHERE RECEPTACLE OR FIXTURES AREN'T REMOVED. REMOVE EMERGENCY LIGHTS, SIGNAGE, THERMOSTATS, FIRE STROBES, ETC. PRIOR TO PAINTING AND REINSTALL WHEN COMPLETE. 23. UNLESS NOTED OTHERWISE, THE TERM "PROVIDE" INDICATES TO SUPPLY AND INSTALL COMPLETE, FOLLOWING MANUFACTURER'S INSTRUCTIONS AND • RECOMMENDATIONS AND SUPPLYING AND INSTALLING ALL ASSOCIATED ITEMS AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 24. GENERAL CONTRACTOR SHALL ACCOMMODATE TENANTS VENDORS DURING CONSTRUCTION AND WORK WITH THE OWNER TO SCHEDULE INSTALLATION OF OWNER SUPPLIED AND INSTALLED ITEMS. 25. CONTRACTORS ARE TO FOLLOW ALL MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF EQUIPMENT, MATERIALS, AND FINISHES. 26. WHERE LINTELS ARE NOT SPECIFICALLY SHOWN OR NOTED ON THE STRUCTURAL OR ARCHITECTURAL DRAWINGS, PROVIDE LINTEL AS OUTLINED IN THE MISCELLANEOUS LINTEL SCHEDULE ON SHEET A001. 27. WHERE RATED WALLS ARE INDICATED, ENTIRE WALL ASSEMBLY SHALL BE CONTINUOUS AS SHOWN OR IMPLIED ON THE CONTRACT DOCUMENTS. 28. WHERE GAUGE OF METAL STUDS ARE NOT SPECIFICALLY SHOWN OR NOTED, PROVIDE GAUGE AS INDICATED IN THE GENERAL WALL TYPE NOTES. 29. CONTRACTOR TO REVISE, ADD OR RELOCATE FIRE STROBES, SPRINKLERS, AND OTHER LIFE SAFETY DEVICES AS NECESSARY TO MEET ALL APPLICABLE CODES, MAINTAIN LIFE SAFETY AND/OR STIPULATED BY THE CONTRACT DOCUMENTS. 30. COMMENCEMENT OF WORK BY A CONTRACTOR OR SUBCONTRACTOR, CONSTITUTES ACCEPTANCE OF THE CONDITIONS AND SURFACES IN QUESTION. IF ANY SUCH CONDITIONS/SURFACES ARE UNACCEPTABLE, THE GENERAL CONTRACTOR SHOULD BE NOTIFIED AT ONCE BY THE SUB. CONTRACTOR AND NO WORK DONE UNTIL CONDITIONS ARE ACCEPTABLE. FI ELI) VERIFICATION PRIOR TO BI D: 1. THE CONTRACTOR AND HIS SUBCONTRACTORS ARE REQUIRED TO VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS PRIOR TO THE ISSUANCE OF A BID. ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES, UTILITIES, AND STRUCTURES (BOTH ABOVE AND BELOW GRADE) WITHIN THE WORK ZONE AND OR WITHIN THE PATH ESTABLISHED BY THE CONTRACTOR TO EXECUTE THE WORK SHALL BE INCORPORATED IN THE CONTRACTORS BASE BID. 2• THE CONTRACTOR SHALL NOTIFY OWNER/DESIGN PROFESSIONAL (PRIOR TO BID) OF ANY ITEMS DISCOVERED DURING FIELD VERIFICATION THAT THE CONTRACTOR FEELS REQUIRE ADDITIONAL CERTIFICATION FROM THE OWNER/DESIGN PROFESSIONAL IN ORDER TO APPROPRIATELY BID THE PROJECT. FOR LIGHT GAUGE STEEL FRAMING: OPENINGS UP TO 4'-0" OPENINGS FROM 4'-0" TO 6'-0" - 6" DOUBLE STUDS, 20 GAUGE, IN BOX CONFIGURATION WITH WEBS TO OUTSIDE - 8" DOUBLE STUDS, 16 GAUGE, IN BOX CONFIGURATION WITH WEBS TO OUTSIDE EXTEND BOX HEADER TO NEXT ADJACENT STUD TO DECK IF JAMB STUD IS INTERRUPTED BY FIELD CONDITION. USE TWO 20 GAUGE STUDS AT EACH SIDE OF OPENING, EXCEPT AT DOOR JAMBS. MATCH THICKNESS OF WALL. USE SINGLE 16 GAUGE CSE STUDS AT DOOR JAMBS OR DOUBLE 18 GAUGE STANDARD STUDS. MATCH WALL THICKNESS. SEE DETAIL 7D/A150 FOR ADDITIONAL INFORMATION. A I C D E STUDIO THREE DESIGN architecture M inter www.studio3design.net 317 595,1000 main 317 572.1 8604 Allisonville Road, Suite 330 Indianapolis I Indiana University I v Lr LL W f LL V Ci --1 L W Q C Z Cie < < CL.L L Cr C z �Lr r PRO) ECT NO. 17029 DATE 08/09/17 CERTIFICATION \`�����a �► n u n n n u� � uu���a IN G15TEq _* 910110 *_= STATE OF �i INDIAtiP REVISIONS SHEET D ESC RI PTI O INFORMATION SHEET SHEET NUMBER AOO THIS DRAWING IS THE PROPI OF STUDIO 3 DESIGN, INC