Addendum # 1 City of Sunny Isles Response-RFI Sheet

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ABCDEFHIJKLMN 52'-6"13'-11"A B C D E F H I J K L M N DEMOLITION ELEVATIONS AD-202 P.L. 3/16" = 1'-0" DEMOLITION EAST ELEVATION13/16"=1'-0" DEMOLITION WEST ELEVATION23/16"=1'-0" EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN LADDER TO REMAIN SEE NOTE #32 EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN EXISTING EXTERIOR STRUCTURE AND CLADDING TO REMAIN LADDER TO REMAIN LADDER TO BE DEMOLISHED T.O.STRUCTURE EL. +23'-3" T.O.PARAPET EL. +27'-0" T.O.PARAPET EL. +16'-0" T.O.STRUCTURE EL. +23'-3" T.O.PARAPET EL. +27'-0" T.O.PARAPET EL. +16'-0" ROOF CANOPY NOT IN SCOPE ROOF CANOPY NOT IN SCOPE SEE NOTE #34 SEE NOTE #28 TYP. OF 10 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 IT'S THE LAW IN FLORIDA DEMOLITION LEGEND EXISTING CONDITIONS TO REMAIN PARTITION TO BE DEMOLISHED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN GENERAL DEMOLITION NOTES 1.BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. 2.THE CONTRACTOR SHALL ENGINEER, CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. 3.UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALL BE CLEANED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. 4.THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLIC AND WORKERS, ALSO THE PROTECTION OF PROPERTY THROUGHOUT CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA STANDARDS, AS APPLICABLE. 5.AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESS TO ALL FACILITIES AFFECTED BY THE CONSTRUCTION. 6.COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY, SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OF DUMPSTER. 7.ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRIS SHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT A LEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR. MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITED ON ADJACENT AND/OR NEARBY PROPERTY. 8.COORDINATE WITH ARCHITECTURE & ENGINEERING CONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITION PURPOSES. 9.COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOR EQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDE THE LIMITS OF CONSTRUCTION. 10.ALL MATERIALS TO BE REMOVED DURING DEMOLITION AND REUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED AND RESTORED TO STANDARD ACCEPTABLE TO OWNER PRIOR RE-INSTALLATION. 11.ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASE TO BE REMOVED THROUGHOUT THE SPACE. 12.COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITION DRAWINGS. 13.THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS, STRUCTURE AND EXISTING CONDITIONS. 14.GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALL COMMUNICATION AND SECURITY DEVICES WITH SERVICE PROVIDER PRIOR TO COMMENCEMENT OF WORK. STRUCTURAL DEMOLITION NOTES 15.ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THE DESIGNATED DEMOLITION AREA SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN FOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEER. 16.THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRIS TO A MAXIMUM LOADING OF 100 P.S.F. 17.CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVERED DURING DEMOLITION. ELECTRICAL DEMOLITION NOTES 18.COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS AS REQUIRED FOR DEMOLITION PURPOSES. 19.THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TO ANY DEMOLITION WORK. 20.CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OF ELECTRICAL SERVICE. 21.CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TO DISCONNECT OF TELEPHONE SERVICE. 22.ALL WORK SHALL BE COORDINATED WITH DEMOLITION CONTRACTOR. 23.ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO DEMOLITION WORK TO DETERMINE THE SCOPE OF WORK. 24.ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLY STUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICAL SYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION. 25.ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING AND OTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALL BE DISCONNECTED AT THE ELECTRICAL PANEL. NOTES 26.INTERIOR WALL TO BE DEMOLISHED 27.DOOR TO BE DEMOLISHED 28.BOLLARD TO BE DEMOLISHED 29.EXISTING WALL TO REMAIN 30.COLUMN TO REMAIN 31.COLUMN TO BE REMOVED AND REPLACED 32.EXISTING WALL TO BE DEMOLISHED 33.DRAIN PIPE TO REMAIN 34.FENCE AND GATE TO REMOVED 35.PERIMETER WALL TO BE REMOVED 36.WINDOW TO REMAIN 37.WINDOW TO BE DEMOLISHED 38.FLOOR DRAIN TO REMAIN 39.ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BE DEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THAT THE ENCLOSURE IS NOT A STRUCTURE. 40.CEILING FRAMING STRUCTURE TO BE DEMOLISHED 41.EXISTING CEILING TO BE DEMOLISHED 42.LIGHTING FIXTURES TO BE DEMOLISHED 43.GC SHALL FIELD VERIFY THAT ALL DEMOLITION WAS COMPLETED IN ACCORDANCE TO THE CONSTRUCTION DOCUMENTS. 44.EXISTING LANDSCAPE AND SHRUBS TO BE REMOVED COORDINATE WITH NEW PAVING EXTENSION SEE SHEET A-101 B.O.METAL DECK EL. +13'-10 1/2" SEE NOTE #36 SEE NOTE #36 SEE NOTE #35 CONCRETE FRAME TO BE DEMOLISHEDSEE NOTE #27SEE NOTE #27 EXISTING EXTERIOR STRUCTURE TO REMAIN EXISTING EXTERIOR STRUCTURE TO REMAIN EXISTING EXTERIOR STRUCTURE TO REMAIN EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN RWL TO BE DEMOLISHED DRAIN PIPE TO BE DEMOLISHED RWL TO BE DEMOLISHED SEE NOTE #32 CONCRETE FRAME TO BE DEMOLISHED SEE NOTE #35 EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED (COORDINATE WITH NEW PROPOSED STRUCTURE) SEE NOTE #27 SEE NOTE #37 CANOPY TO BE DEMOLISHED CANOPY TO BE DEMOLISHED LADDER TO BE DEMOLISHED SEE NOTE #27 1 ADDENDUM 1 1 1 1 1 02-14-25