287 MONROE STREET - BUILDING REHABILITATION

2026-11-03

SCAFFOLDING - THE CONTRACTOR SHALL PROVIDE SCAFFOLDING AND OTHER NECESSARY EQUIPMENT AS MAY BE REQUIRED TO SAFELY REPAIR MASONRY CALLED FOR IN THIS SPECIFICATION . EXTENT OF DEMOLITION - PARAPET WALLS SHALL BE DEMOLISHED THEIR FULL WIDTH , DOWN TO THE STRUCTURAL SLAB . EXISTING COPING STONES AND TERRA COTTA DECORATIONS SHALL BE RETAINED FOR RE - INSTALLATION ON THE NEW PARAPET WALL , UNLESS FOUND TO BE DAMAGED OR OTHERWISE MARKED FOR REPLACEMENT . ENGINEER INSPECTION OF ROOF DECK AND SLAB - PARAPET SECTIONS SHALL BE CAREFULLY DEMOLISHED , REMOVING MASONRY IN AN ORDERLY MANNER SO AS NOT DISLODGE LARGE SECTIONS . EXPOSED ROOF DECK AND CONCRETE SLAB SHALL BE INSPECTED BY THE ENGINEER . ANY REINFORCEMENT OR REPAIR TO THE DECK DETERMINED AS NECESSARY BY THE ENGINEER WILL BE PERFORMED AT THIS TIME USING STO PATCH PATCHING MORTAR . THE CONSTRUCTION DETAIL PROVIDED IN THE DRAWING SHOULD BE UTILIZED IN THE ABSENCE OF AN EXISTING ACCEPTABLE PATTERN TO THE ENGINEER . RECONSTRUCTION TO MATCH EXISTING - THE CONTRACTOR SHALL RECONSTRUCT THE PARAPET WALLS MATCHING ALL ORIGINAL CONSTRUCTION DETAILS . THE RECONSTRUCTION SHALL INCLUDE THE INSTALLATION OF A STEEL REINFORCEMENT , THROUGH WALL FLASHING AND OTHER WATERPROOFING AND STRUCTURAL FEATURES AS PER THE RFP . THE CONSTRUCTION DETAIL PROVIDED IN THE DRAWING SHOULD BE UTILIZED IN THE ABSENCE OF AN EXISTING ACCEPTABLE PATTERN TO THE ENGINEER . EXPANSION JOINTS - EXPANSION JOINTS SHALL BE INSTALLED IN EVERY RETURN OVER 12 FEET IN LENGTH , AND AT EVERY 40 FEET OF PARAPET WALL LENGTH , NO LESS THAN 18 INCHES FROM AN INTERIOR OR EXTERIOR CORNER . SPECIFIC LOCATIONS OF CONTROL JOINTS ARE TO BE PROVIDED IN THE ATTACHED DRAWINGS OR AS SPECIFIED BY THE ENGINEER IN THE FIELD . PARAPETS SHALL BE PINNED - AND - DOWELED WITH STAINLESS STEEL SLEEVE AND PIN SET ( H & B SLIP SET STABILIZERS OR APPROVED EQUAL ) EVERY THREE BRICK COURSES ...

New Jersey

2026-04-29