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-� 0 3J�dON00 <br /> PREPARED FOR: <br /> 4" THICK CONCRETE SLAB (NOMINAL) AS FOLLOWS ARM ALUMINUM <br /> These Plea aid standade meet the 6th EdltTm <br /> of the 2017 Raid.Ba1d'm,code _ <br /> • 2500 PSI COMPRESSIVE-STRENGTH AT 2-8­13-AYS <br /> • REINFOR"CEMENT: 6"X6" # 10/10 W.W.M. OR TOERMESH' � — RALPHE ANf 457.E.39610 <br /> JBM&R ENGINEERING,INC. <br /> P.O.BOX 1566 <br /> 66 <br /> •,, VAPOR BARRIER. )5984F3 FAX <br /> (813) 15— <br /> (613)598-4643 FA%(813)655-0061 <br /> r' TERMITE PRETREAT IS REQUIRED ONLY IF RESIDENCE HAS BEEN BUILT FOR <br /> 3 YEARS OR MORE, AND THE PROPOSED CONCRETE SLAB WILL BE IN " -•,,,, <br /> -CONTACT WITH THE RESIDENCE. \ 5., ° Q�•�••E•.!��c''� <br /> • IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN " _ 610 <br /> MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT <br /> OF THE FOUNDATION. = TE OF :•cv <br /> CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM / •• ••• �C�.�� <br /> .y : .. ONqL E <br /> MONOLITHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES <br /> FOOTING SIZE REBAR <br /> (height x width) <br /> 1=1 � <br /> I=1 I I=1 I I=1 I <br /> -III—III—III — I- — —__ — —I— n n <br /> I�=ITI—I —II a AT,=1 1=11�=11�=1 I—III—I 1=I�=11F=�� 8 xs (U.O.N.) 1 - #5 (U.O.N) <br /> —1 I I—I I I—I I I— __ _ 1 11=1 11=1 11=T=1 1=11 I—I 11=1 11=1 1I- <br /> 11=1 11=1 I I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 I I—III—III—III—III—III=1 I I_ <br /> 1—III—III-1 i1-1 1=1 11=1 I-1 I1 I I'-1 I H I I—I I Ia 11=1 11=1 11=-I 11= <br /> =III=III=111-III=III=III III-I=III= II=III=III=III—III=III=1 MONOLITHIC FOOTING REQUIREMENTS FOR CARPORTS AND SOLID ROOFS <br /> L^III <br /> --III=III=III=III=III=III=III—III=III=III=III=III—III-111 FOOTING SIZE REBAR MAX. TRIBUTARY LOAD WIDTH <br /> �1=1=ll L1=1 I I-IL=1�=I 11=LJ=JJ 1=1 LI-I L=1 I�=U- <br /> LI=III—III=IJ=ILI=J1=Ll=Ll1—III=1LI-1=J=LI= (width x height) (distance between supports) <br /> -I I I—I I=11=I I=III=I I I=I I I=I I I=I I I=I I I=III=IhT—F <br /> =III=11=III=III-I I I—III=I I I=I I I=111=II-111=" <br /> —I I—III=1I1=111—I1I-11-I I1=1I1— n r n <br /> '�rl I I—III—� 8 x8" 1 — #5 UP TO 7—9 <br /> 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 /> CONCRETE nn n <br /> PROPOSED SCR NROOMAOOmON-CONCRUEDETAILS ENGINEERING, INC. <br /> 0 Me FM wart a car84m" f&�FA <br /> M30M WAN= ti Imp P.O.Bal i58B Vi1a4H&'11a4 UWFf—ffll3)5la4W FAXM3)B'61tlB1 <br /> �rre�e�ws• ium -i oleo wNc.ccre Q� om rna . CONCR `/� RO1phE Rammed,P.E <br /> 0�1�_�his dm N19 Q- e- 1� y <br />