13-850-002SITE PLAN
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C1�I~ 5TATEMENT!�:
.INSPECTION ON THE SITE INDICATES UNDISTURBED LIME STONE MATERIAL kNITH A
BEARING CAPACITY OF 2,000 P.S.F. �5Iw0ULD OTHER CONDITIONS OR MATERIAL
BE ENCOUNTERED THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH
THE YNORK. THE EN61NEER MUST SUBMIT A SEAL LETTER ATrESTING THAT THE
FOUNDATION CONDITIONS ARE SIMILAR TO TH05E YIHICH THE PESICN 15 BA5EP,
IF THE FOUNL7ATION, CONDITION ARE DIFFERENT FROM THOSE INICH THE PE516N
15 BASED UPON, A 6EOTHEC NIC AL, REPOI:LT WITH A SOIL RECOMENDATION MUST
BE SUBMITTED.
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CONCRETE NOTES
I.- REINFORCING STEEL SITALL HAVE A MINIMUM CLEAR COVER AS
FOLLOWS, U.O.N. IN DRAWINGS.
CONCRETE POURED AGAINST EARTH ....................... 3”
CONCRETE EXPOSED TO EARTH OR WEATHER:
S "OR SMALLER ..................... 1 -I /2"
6"OR LARGER ........................ 2"
CONCRETE ON EXPOSED TO WEATHER OR IN CONTAC "I' Wll'I I GROUND:
COLUMNS (TIES AND MAIN REINFORCING} ...... I -1/2"
SLABS, WALLS, JOINTS, ...... 3/4"
BEAMS (S'T'IRRUPS AND MAIN REINFORCING) .... 1-1/2"
CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL REBAR DETAIL
DRAWINGS.
2.- ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE
PLACING CONCRETE IF NECESSARY. ADDITIONAL BARS SMALL BE
PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT.
3.- THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF
ALL OPENINGS, PIPE SLEEVES, ETC...AS REQUIRES BY ALI, TRADES,
BEFORE THE CONCRETE IS POURED. THE CONTRACTOR SHALL CONSULT
THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, AS
WELL AS THE STRUCTURAL DRAWINGS FOR THE LOCATION NUMBER AND
SIZE OF ALL OPENINGS, SLEEVES, ETC ... HOWEVER, OPENINGS NOT SHOWN
ON THE STRUCTURAL DRAWINGS SHALL BE INSTALLED ONLY AFTER
APPROVAL BY THE STRUCTURAL ENGINEER IS OBTAINED.
4.- LOCATION OFF ALL CONSTRUCTIONS JOINTS NOT SHOWN IN DRAWINGS
SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO DETAILING
OF REINFORCING. ALL CONSTRUCTION JOINTS TO BE CLEARLY SHOWN IN
REBAR DETAIL DRAWINGS. ENGINEER MAY REQUIRE ADDITIONAL
REINFORCING AT CONSTRUCTION JOrNTS.
5.- CONCRETE FINISH FOR SLAB ON GROUND SHALL BE "LIGI IT BROOM
FINISH ". CONCRETE FINISH FOR BEAMS AND COLUMNS SI -IALL BE
"SMOOTH FORM FINISH,,
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