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<br />ISSUEl REVISION
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<br />5 -1to 76 P.b_ �1
<br />DATE— BY ISSUE REVISION
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<br />2.&7 tF ; �.7I1 0" 3'- 0" GENERAL NOTES:
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<br />x i _ _ `^ 1 I. ALL CONCRETE SHALL BE CLASS "A" CONCRETE UNLESS OTHERWISE
<br />_z 3 �(p •T �'`; �, NOTED ON THE PLANS OR THE SPECIFICATIONS.
<br />e L 117. Rz .,
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<br />d • - _ * CUTE 4 2. WHERE THE SPECIFICATIONS AND THE DRAWINGS DO NOT HAVE
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<br />�.'� ^ r- PROVISIONS, THE STIPULATIONS OF THE AMERICAN CONCRETE
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<br />DINSTITUTE BUILDING CODE (A.0 I. BUILDING CODE,- LATEST EDITION)
<br />PETAI L
<br />211 '� wG. -y l
<br />I SHALL GOVERN.
<br />7CZ/ �Q 1 P I 3. MINIM"M COMPRESSIVE STRENGTH OF CONCRETE AT AGE 20 DAYS:-
<br />ci► 1 �� Y/ CLASS "A" F'C = 3,500 LBS/IN. 2
<br />1
<br />4. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS, OF
<br />ASTM 615 GRADE 40.
<br />S. CONCRETE PROTECTION FOR REINFORCEMENT SMALL BE AS
<br />T EL.. I if_ 25 , FOLLOWS UNLESS OTHERWISE NOTED ON THE DWO.
<br />(A) CONCRETE DEPOSITED DIRECTLY AGAINST SOIL
<br />(B) CONCRETE EXPOSED TO WEATHER (05 OR SMALLER).._-__IV2"
<br />. I (*6 OR LARGER )_ _ _ __ __2"
<br />RE3_ID (C) SLABS___-_________ __..__.._-
<br />(D) BEAMS AND COLUMNS (TO MAIN REINFORCEMENT)_ _ ... _ _ _ _ 2"
<br />(E) WALLS 12" OR MORE -2
<br />WALLS LESS THAN 12" (*5 OR SMALLER)__ _ _ �_ _ __ _ 7/2
<br />- ;,,• -� ;_ . 6 OR LARGER'-------•------2+
<br />(F) FOR SURFACES EXPOSED TO WATER OR SEWAGE IN
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<br />E�• i/jo�•�p } I SLABS, BEAMS, COLUMNS AND WALLS ADD. 172p
<br />' - �~♦ ♦ 6. SPLICES SHALL. BE CLASS "C" UNLESS NOTED OTHERWISE.
<br />>� i1 7. CORNER BARS (05 MIN.) 30 BAR DIA. EACH, LEG, SHALL BE ADDED
<br />3_p4AT CORNERS OF ALL WALLS OR THE LARGER OF THE HORIZONTAL
<br />c --�9 3-g' REINF. SHALL BE BENT AND LAPPED 30 BAR DIA. AROUND
<br />- CONC. FILL z �L L. 12? ' 7177 CORNERS OF ALL WALLS, WHICHEVER GOVERNS. {
<br />8. ALL EMBEDDED ITEMS SHALL BE PLACED BEFORE POURING
<br />r • �' H . - EL 1'5.00 . CONCRETE. CONSULT ELECTRICAL AND MECHANICAL DRAWINGS FOR �
<br />s $ d. r=- y� PIPING, EMBEDDED ITEMS AND OPENINGS.
<br />N _zclm ell, 9. ALL -OPENINGS IN CONC. 12"K 12" AND LARGER SHALL HAVE TWO
<br />\\L J�• 1 +� 01 03x 4' 0" LG. DIAL. BARS EACH FACE AT EACH CORNER OF
<br />SCE OT � • a i -� I OPENING UNLESS SHOWN OTHERWISE,
<br />�' '
<br />- 3/2 10. ALL -JOINTS BELOW GRADE AND IN WATER BEARING STRUCTURES
<br />SHALL HAVE A WATERSTOP. WATERSTOPS SHALL BE EITHER
<br />fiL Imo'+xI$'r _ I 6`W. x 3/16" TH. STEEL PLATE OR 6"W.x3/8TH. MIN. P.V.`
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<br />r 11. ALL EXPOSED CORNERS SHALL HAVE A I" CHAMFER UNLESS
<br />a I OTHERWISE NOTED ON THE DRAWINGS.
<br />-7 r T -DPW 14
<br />p�,+,a, . `}r, �j 12. ITEMS MARKED THUS (W) DENOTE ITEMS DEPENDENT UPON
<br />T B. *4 , ' rl MANUFACTURER'S CERTIFIED DRAWINGS.
<br />7 13. THECONTRACTOR SHALL CONSULT MANUFACTURERS CERTIFIED
<br />I
<br />DWG S. FOR PLACEMENT AND INSTALLATION OF ALL MECHANICAL
<br />'w E � 113 ? { .
<br />41-0 2•�"' i cip --------- — EQUIPMENT, LOCATION, NUMBER AND SIZES OF ANCHOR BOLTS
<br />AND SOLE PLATES IF ANY.
<br />' A L T/, t_ I }
<br />' 14- NO BACKFILL SHALL BE PLACED AGAINST THE STRUCTURES
<br />-3Ta(C S-9
<br />iui UNTIL FLOORS OR BEAMS ABOVE THE INTENDED BACKFILL
<br />'4 T,`f 1 ---' LEVEL HAVE BEEN POURED FOR AT LEAST SEVEN DAYS.
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<br />HAZEN AND SAWYER
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<br />NEW YORK NEW YORK 10017
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<br />SPC;► fs- • E.-tigr No D76 341 ^ - ,' '' - r. . •._.�;
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