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-TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF
THE 2017 FLORIDA BUILDING CODE, 6TH EDITION _,M„W.
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CONCRETE: REy. DESCRIPTOR DATE Br
-MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS CONCRETE/FOOTER
REINFORCING
S EELS REQUIREMENTS: MUST BE INSPCETED
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
-THE REBAR IS BENT COLD 1217117
-THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6-BAR DIAMETERS: AND "A
-REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES � LI" '�f51R0C1"m
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WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT
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NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY. ra oma�aam m nc aem
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-COVER: SDFmWW5eLLp4 AtB,.LR�•.-pG RBL
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-3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH
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SOIL OR WEATHER, AND 1"" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A
MINIMUM CLEAR DISTANCE OF -1" FOR FINE GROUT, AND " FOR COARSE GROUT BETWEEN REBAR AND
ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER,
AND 1"" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. `'
GALVANIZATION: c
-METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO o
WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE
CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR 0u•NA�T.B�,,P PE
HOT DIPPED GALVANIZED. rJ Tlo da L�SB,e6,GDB
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