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22'-2"6'-9" F.V.9'-8"9 8 7 6 5 4 3 2 1 <br />50'-6" F.V.9'-8"9'-8"6'-9" F.V.6'-9" F.V.50'-6" F.V.50'-6" F.V. <br />22'-2"9'-8"13'-10"33'-4" <br />987654321 <br />LADDER TO BE <br />DEMOLISHED <br />DEMOLITION SOUTH ELEVATION23/16"=1'-0" <br />EXISTING EXTERIOR WALL <br />AND STRUCTURE TO BE <br />DEMOLISHED <br />EXISTING EXTERIOR <br />STRUCTURE AND FINISH <br />TO REMAIN <br />EXISTING EXTERIOR <br />WALL AND STRUCTURE <br />TO BE DEMOLISHED <br />LADDER TO REMAIN <br />SEE NOTE #27SEE NOTE #28 <br />EXISTING EXTERIOR STRUCTURE <br />AND TILE TO REMAIN <br />EXISTING EXTERIOR <br />STRUCTURE AND TILE <br />TO REMAIN <br />T.O.STRUCTURE <br />EL. +23'-3" <br />T.O.PARAPET <br />EL. +27'-0" <br />T.O.PARAPET <br />EL. +16'-0" <br />ROOF CANOPY <br />NOT IN SCOPE <br />ROOF CANOPY <br />NOT IN SCOPE <br />CANOPY TO BE <br />DEMOLISHED <br />CANOPY TO BE <br />DEMOLISHED <br />SEE NOTE #34 <br />B.O. METAL DECK <br />EL. +13'-10 1/2" <br />DEMOLITION NORTH ELEVATION13/16"=1'-0" <br />DEMOLITION ELEVATIONS <br />AD-201 <br />P.L. <br />3/16" = 1'-0" <br />48 HOURS BEFORE YOU DIG <br />CALL SUNSHINE <br />1-800-432-4770 <br />IT'S THE LAW IN FLORIDA <br />DEMOLITION LEGEND <br />EXISTING CONDITIONS TO REMAIN <br />PARTITION TO BE DEMOLISHED <br />EXISTING TO BE DEMOLISHED <br />EXISTING TO REMAIN <br />GENERAL DEMOLITION NOTES <br />1. BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTOR <br />SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND <br />SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. <br />2. THE CONTRACTOR SHALL ENGINEER, CONSTRUCT AND <br />MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. <br />3. UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALL <br />BE CLEANED OF ALL DEBRIS AND PREPARED FOR NEW <br />CONSTRUCTION. <br />4. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT <br />TO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLIC <br />AND WORKERS, ALSO THE PROTECTION OF PROPERTY <br />THROUGHOUT CONSTRUCTION. ALL WORK SHALL BE <br />PERFORMED IN ACCORDANCE WITH OSHA STANDARDS, AS <br />APPLICABLE. <br />5. AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THE <br />CONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESS <br />TO ALL FACILITIES AFFECTED BY THE CONSTRUCTION. <br />6. COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY, <br />SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OF <br />DUMPSTER. <br />7. ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRIS <br />SHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT A <br />LEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR. <br />MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITED <br />ON ADJACENT AND/OR NEARBY PROPERTY. <br />8. COORDINATE WITH ARCHITECTURE & ENGINEERING <br />CONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITION <br />PURPOSES. <br />9. COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOR <br />EQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDE <br />THE LIMITS OF CONSTRUCTION. <br />10. ALL MATERIALS TO BE REMOVED DURING DEMOLITION AND <br />REUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED AND <br />RESTORED TO STANDARD ACCEPTABLE TO OWNER PRIOR <br />RE-INSTALLATION. <br />11. ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASE <br />TO BE REMOVED THROUGHOUT THE SPACE. <br />12. COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITION <br />DRAWINGS. <br />13. THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS, <br />STRUCTURE AND EXISTING CONDITIONS. <br />14. GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALL <br />COMMUNICATION AND SECURITY DEVICES WITH SERVICE <br />PROVIDER PRIOR TO COMMENCEMENT OF WORK. <br />STRUCTURAL DEMOLITION NOTES <br />15. ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THE <br />DESIGNATED DEMOLITION AREA SHALL BE DEMOLISHED <br />ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN <br />FOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS AND <br />ANY DISCREPANCIES SHALL BE REPORTED TO THE <br />ARCHITECT/ENGINEER. <br />16. THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRIS <br />TO A MAXIMUM LOADING OF 100 P.S.F. <br />17. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO <br />DAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THE <br />ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED <br />IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVERED <br />DURING DEMOLITION. <br />ELECTRICAL DEMOLITION NOTES <br />18. COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS AS <br />REQUIRED FOR DEMOLITION PURPOSES. <br />19. THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME <br />CAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TO <br />ANY DEMOLITION WORK. <br />20. CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OF <br />ELECTRICAL SERVICE. <br />21. CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TO <br />DISCONNECT OF TELEPHONE SERVICE. <br />22. ALL WORK SHALL BE COORDINATED WITH DEMOLITION <br />CONTRACTOR. <br />23. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO <br />DEMOLITION WORK TO DETERMINE THE SCOPE OF WORK. <br />24. ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLY <br />STUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICAL <br />SYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THE <br />ARCHITECT'S ATTENTION. <br />25. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING AND <br />OTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALL <br />BE DISCONNECTED AT THE ELECTRICAL PANEL. <br />NOTES <br />26. INTERIOR WALL TO BE DEMOLISHED <br />27. DOOR TO BE DEMOLISHED <br />28. BOLLARD TO BE DEMOLISHED <br />29. EXISTING WALL TO REMAIN <br />30. COLUMN TO REMAIN <br />31. COLUMN TO BE REMOVED AND REPLACED <br />32. EXISTING WALL TO BE DEMOLISHED <br />33. DRAIN PIPE TO REMAIN <br />34. FENCE AND GATE TO REMOVED AND REPLACED <br />35. PERIMETER WALL TO REMAIN <br />36. WINDOW TO REMAIN <br />37. WINDOW TO BE DEMOLISHED <br />38. FLOOR DRAIN TO REMAIN <br />39. ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BE <br />DEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THAT <br />THE ENCLOSURE IS NOT A STRUCTURE. <br />40. CEILING FRAMING STRUCTURE TO BE DEMOLISHED <br />41. EXISTING CEILING TO BE DEMOLISHED <br />42. LIGHTING FIXTURES TO BE DEMOLISHED <br />43. GC SHALL FIELD VERIFY THAT ALL DEMOLITION WAS <br />COMPLETED IN ACCORDANCE TO THE CONSTRUCTION <br />DOCUMENTS. <br />T.O.STRUCTURE <br />EL. +23'-3" <br />T.O.PARAPET <br />EL. +27'-0" <br />T.O.PARAPET <br />EL. +16'-0" <br />EXISTING EXTERIOR <br />STRUCTURE AND <br />STUCCO TO REMAIN <br />SEE NOTE #27 <br />SEE NOTE #40 <br />SEE NOTE #40 <br />EXISTING EXTERIOR <br />STRUCTURE TO REMAIN <br />SEE NOTE #37 <br />SEE NOTE #27 SEE NOTE #27 <br />SEE NOTE #37 <br />SEE NOTE #37 <br />PERIMETER WALL <br />TO REMAIN <br />LADDER TO BE <br />DEMOLISHED <br />EXISTING EXTERIOR WALL AND <br />STRUCTURE TO BE DEMOLISHED <br />(COORDINATE WITH NEW <br />PROPOSED STRUCTURE) <br />SEE NOTE #35EXISTING EXTERIOR WALL AND <br />STRUCTURE TO BE DEMOLISHED <br />DOOR TO BE REMOVED <br />AND REPLACED <br />DOOR TO BE REMOVED <br />AND REPLACED http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 <br />BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXEXISTING EXTERIOR <br />STRUCTURE TO REMAIN <br />A.P. <br />SEE NOTE #32 SEE NOTE #32 <br />T.O.ROOF <br />EL. +12'-8"