$60,000.00 CREDIT.
Pls. Initial
Illegible
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WORK SHALL BE PERFORMED BY RUSSO DEVELOPMENT, LLC UNDER SEPARATE CONTRACT
FOR THE SUM OF $870,000. THE MEZZANINE WORK SHALL INCLUDE STRUCTURAL STEEL,
METAL DECK, CONCRETE FLOOR, WITH A 60 PSF LIVE AND 20 PSF DEAD LOAD BEARING,
ELEVATOR PITS AT TWO (2) LOCATIONS, AND REQUIRED STAIRS.
GENERAL REQUIREMENTS:
THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR AND MATERIAL EQUIPMENT,
CONSTRUCTION, MACHINERY, UTILITIES AND OTHER SERVICES NECESSARY FOR THE
CONSTRUCTION OF THE PROJECT. ALL MATERIALS SHALL BE NEW, OF GOOD QUALITY, FROM A
REPUTABLE MANUFACTURER ESTABLISHED IN THE PRODUCTION OF THE MATERIAL. OBTAINING
ALL REQUIRED PERMITS SHALL BE INCLUDED IN THE WORK. (SHELL ONLY)
SITE WORK:
THE CONTRACTOR SHALL PERFORM ALL SITE WORK AS INDICATED ON THE PLANS, INCLUDING,
BUT NOT LIMITED TO, ROUGH AND FINISH GRADING, BITUMINOUS PAVING (2" F.A.B.C., 2"
BASE COURSE OVER 4" STONE BASE, EXCEPT THAT IN TRUCK AREAS THERE WILL BE 2"
F.A.B.C., 4" BASE COURSE OVER 4" STONE BASE), CONCRETE WALKS, PLATFORMS AND
STAIRS, SODDING AND LANDSCAPING. ALL SODDED AREAS AS INDICATED ON THE PLANS
SHALL RECEIVE 4" OF TOP SOIL. EVERGREEN AND OTHER SHRUBBERY SHALL BE PROVIDED AS
INDICATED ON THE LANDSCAPE PLANS. ALL FOOTINGS SHALL REST ON FIRM, UNDISTURBED
SOIL OF ADEQUATE BEARING CAPACITY. ALL EXCESS CUTS WILL BE FILLED WITH CONCRETE.
ALL FILL UNDER SLABS SHALL BE CLEAN, HARD AND DURABLE, CONTAINING NO CLAY LUMPS,
VEGETATION OR ORGANIC MATTER. ALL FILL SHALL BE PLACED UNDER THE DIRECTION OF A
NEW JERSEY PROFESSIONAL ENGINEER TO PROVIDE NINETY-FIVE PERCENT (95%) MINIMUM
COMPACTION. ALL STORMWATER DETENTION REQUIREMENTS HAVE BEEN MET.
CONCRETE WORK, FOOTINGS AND FOUNDATION WALLS:
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE A.C.I. CODE 318-LATEST EDITION AND THE BOCA BASIC BUILDING
CODE, LATEST EDITION. ALL CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH
OF NOT LESS THAN 3,500 P.S.I. AFTER 28 DAYS, AND SHALL BE UNIFORM IN STRENGTH TO
A TOLERANCE OF 5%. ALL FOOTINGS SHALL BE PLAIN CONCRETE FOOTINGS, SIZE AS
INDICATED IN THE FOOTING SCHEDULE. THE TOP OF ALL INTERIOR FOOTINGS SHALL BE 8"
BELOW FINISHED FLOOR, EXCEPT AS INDICATED. ALL EXTERIOR FOOTINGS SHALL BE PLACED
AT A MINIMUM OF 3' -0" BELOW FINISHED GRADE. ALL FLOOR SLABS SHALL BE SAW CUT
WITH A MAXIMUM 20' BY 24' SPACING AT COLD JOINTS AND KEYED OR DOWELED AT
CONSTRUCTION JOINTS. THE THICKNESS AND REINFORCING STEEL SHALL CONFORM TO
A.S.T.M. A615-1970 FOR DEFORMED BILLET-STEEL BARS. ALL SLAB MESH TO CONFORM TO
A.S.T.M., A497-1970 FOR WELDED DEFORMED STEEL WIRE FABRIC.
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