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0 <br /> a <br /> PRLPARM F01E <br /> 4" THICK CON-CRETEV SLAB.,_..(NOMI_N-AL) JAS FOLLOWS ARM ALUMINUM <br /> Them Rma and Standards meet the 6th Edism <br /> of the 2017 R.W.8.1din9 Cade <br /> • 2500 -PSI COMPRESSIVE STRENGTH AT 28 DAYS. <br /> • -,REINFORCEMENT: 6"X6" # 10/10 W.W.M. OR "FIBERMESH" �~ � 'e• RALPH E RBAOT,P.E.39610 <br /> ti CAN,7457 <br /> JBM&R ENGINEERING,INC. <br /> VAPOR BARRIER. VALRI566 <br /> Co FL RIDA13 595-1566 <br /> (B13)598- 3 FAX(813 655-0061 <br /> • TERMITE PRETREAT IS REQUIRED ONLY IF RESIDENCE HAS BEEN BUILT FOR <br /> 3 YEARS OR MORE AND THE PROPOSED CONCRETE SLAB WILL BE IN N RE <br /> CONTACT WITH THE RESIDENCE. Y •�-�CEN• . �p��; <br /> • IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION,.ANIJ FOREIGN <br /> MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT °�►o :• I�rE OF <br /> OF THE FOUNDATION. .� <br /> CRACKS OR HAIRLINE STRESS CRACKS-MAY STILL FORM <br /> x <br /> ' ` "'SLOPE" CONCRETE }MIN. 2% AWAY FROM STRUCTURE <br /> MONOLITHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES <br /> FOOTING SIZE REBAR <br /> (height x width) <br /> a <br /> 8"x8" (U.O.N.) 1 — #5 (U.O.N) <br /> IF MONOLITHIC FOOTING REQUIREMENTS FOR CARPORTS AND SOLID ROOFS <br /> FOOTING SIZE REBAR MAX. TRIBUTARY LOAD WIDTH <br /> (width x height) (distance between supports) <br /> T IF 8"x8" 1. — #5 UP TO 7'-9" <br /> 12"x8" 1 - #5 FROM 7'-9" TO 12'-3" <br /> 12"xB" (U.O.N.) 2—#5 (U.O.N.) GREATER THAN 12'-3" SPAN <br /> _ CONCRETE <br /> e9C��u11 o G� <br /> PROPOSl�Bc—iR00MA0W*N' �EwrAIB ENGINEERING,INC. <br /> wtttttatttttr� a t� � r a. w PAtrf= %VftFLSM iWERrmwCAE <br /> Rr• r"r�� canrxcrc " fw aw■ IM . <br />