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PfUAM FOP. <br /> - . 4" THICK CONCRETE SLAB (NOMINk)_-A& FQ.LLOWS ARM ALUMINUM <br /> These Pima and Slmdmda meet lho filh Editlm <br /> of fhe 2017 FI.W Boddie,Code <br /> • 2500 P_SLiCOMPRESSIVE STRENGTH AT 28 DAYS. .> <br /> • REINFORCEMENT: 6"X6" # 10/10 W.W.M. OR "FIBERMESH" t" ,, RALPH E CREABAN 07457.E 396f0 <br /> sM&R ENGINEERING,INC. <br /> P.O.BOX 1566 <br /> VAPOR BARRIER. VAuaGG,F 15- <br /> (813)598-4643 FAX(813)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 ,I °?%A RE <br /> CONTACT WITH THE RESIDENCE. ;� .•• '�cE• F '-- <br /> rn V <br /> • IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN NO' -_ <br /> MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT =� <br /> OF THE FOUNDATION. � =,moo � <br /> OF <br /> CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM <br /> SLOPE CONCRETE MIN. 2% AWAY FROM STRUCTURE - <br /> MONOUTHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES <br /> FOOTING SIZE REBAR <br /> (height x width) <br /> 0 <br /> 8'x8' (U.O.N.) 1 — #5 (U.O.N) <br /> MONOLITHIC FOOTING REQUIREMENTS FOR CARPORTS AND SOLID ROOFS <br /> FOOTING SIZE REBAR MAX. TRIBUTARY LOAD WIDTH <br /> (width x height) (distance between supports) <br /> 8"x8', 1 — #5 UP TO 7'-9' <br /> 120x8" 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 /> CONCIRM <br /> • dQH G3 <br /> 0 69®�RRIf t�WlLml IA IA iR0p1ADDR10N'00N"�1E0�"'� ENGINEERING, INC. <br /> ■ a Aw MAW <br /> wcaa>® AHdrRmsAf6AdU10 �A>f9�f p�ERrrndrCPE <br /> —ion cauczcr a� <br />