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0 3 HC)NOO <br /> PREPARED FOR; <br /> 4" THICK CONCRETE SLAB --(NOMINAL) -AS FOLLOWS ARM ALUMINUM <br /> Theo Plane and Standards meet the 6th Editlon <br /> of the 2017 Florida Binding Code <br /> • 2500 PSI COMPRESSIVE STRENG.T_H—AT- 28—DAYS. <br /> • REINFORCEME-NT:--6"X6"#_.1.0/10 W.W.M. OR "FIBERMESH" RAEPH E CREtAAN#74557.E 39610 <br /> `•-•mow - JBM&R ENGINEERING,INC. <br /> P.O.BOX 1566 <br /> V}A. )A�RI—D.FL 95-1566 <br /> 598• P 0 R BARRIER. (813V 643 A (813)655-0061 <br /> TERMITE PRETREAT IS REQUIRED ONLY IF RESIDENCE HAS BEEN , BUILT FOR �'' REM3j '" ell <br /> 3 YEARS OR MORE, AND THE PROPOSSED CONCRETE SLAB WILL BE IN ;,��'���Q.•�GENs '' . A'' <br /> CONTACT WITH THE RESIDENCE. N 9 0 <br /> • IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN :• I <br /> SS <br /> sr l <br /> MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT :;� •. <br /> OF THE FOUNDATION. <br /> CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM <br /> MONOLITHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES <br /> FOOTING SIZE REBAR <br /> (height x width) <br /> _ I <br /> .I" a I; !I;; !, 8"x8" (U.O.N.) 1 — #5 (U.0.N) <br /> MONOLITHIC FOOTING REQUIREMENTS FOR CARPORTS AND SOLID ROOFS <br /> FOOTING SIZE REBAR MAX. TRIBUTARY LOAD WIDTH <br /> 1, ! (width x height) (distance between supports) <br /> "•, il ' 8"x8" 1 — #5 UP TO 7'-9" <br /> y 12"x8" 1 — #5 FROM 7'-9" TO 12'-3" <br /> 12"x8" (U.O.N.) 2—#5 (U.O.N.) GREATER THAN 12'-3" SPAN <br /> t <br /> CONCRETE nn nnnn nn <br /> NJQWII ° W <br /> 0 mmralaoam:msmBcloR RR eR PROPOSED SCREEN ROOM ADDMON•CONCRETE DETARS ENGINEERING, INC. <br /> _ RObMl eBAe6 - aaF IS.�IDall Br R IFP PA Box ime VtlW FL3= Ulbb Rxo M3)&V4W FA*M3)5548f <br /> mw '� -r cohcrc.f m oan: w o CONCRE -0 Refph E RemmitP.E <br /> Hrs P 9 N <br />