Laserfiche WebLink
0 3L3UONO0 <br /> PRFPARm FOR: <br /> 4" THICK CONCRETE SLAB (NOMINAL) AS FOLLOWS ARM AUIMINUM <br /> These Plans and Standards meet the 6th Edition <br /> of the 2017 Florida Budding Code <br /> • 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. <br /> • REINFORCEMENT: 6"X6" # 10/10 W.W.M. OR "FIBERMESH" RALPH E.CAN d 457 REMME 7457 .39610 <br /> JBM&R ENGINEERING.INC. <br /> P.O.BOX 1566 <br /> 66 <br /> • VAPOR BARRIER. )598 4 FLORIDA3FAX <br /> (813) ,5- <br /> (813)598-4643 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 IN11.1 <br /> CONTACT WITH THE RESIDENCE. N RE �� <br /> • IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN N ' <br /> MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT �= <br /> OF THE FOUNDATION. E OF • �W <br /> CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM !ON�A�`Ii.-��� `'���`, <br /> MONOLITHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES <br /> -_• j -_ _,FOOTING-SIZE REBAR <br /> (heig1fcX-4 dth)_ <br /> 7111Ell 0 <br /> �F�II— �ff_AllRrLL_A <br /> II-1T—III-11f-1TI—MITI—III-1Tl—I' 8%8" (U.O.N.) 1 :-.-:#5 (U.O.N) <br /> Q I I — I I I f=1 11=1 I�I I I—I I I I <br /> I�I I=1 �I_fl 1 I I=_ -J 1=1�111=1�ri —I I If—T—ll_I HJ.J_HJ-1 I—II I�J1—I11=11= <br /> II 1l—IUE�II—JII—JI�J=1I II- - MONOLITHIC FOOTING REQUIREMENTS FOR CARPORTS AND SOLID ROOFS—l�L— I=ILL—�=���—I ` <br /> rl TI1 1i1—III—�IIf—II(=1111T�I1111 111 FOOTING SIZE REBAR MAX. TRIBUTARY LOAD WIDTH <br /> ITT= =�i=111=W=lIi--111=1T1—II1--111=11�1�11=1�= `,,.. <br /> 711=FiN -- (width x height) (distance between supports) <br /> rI=III=1�='i• 8"x8" 1 — #5 UP TO 7'-9" <br /> 12%8" 1 — #5 FROM 7'-9" TO 12'-3" �} <br /> rr/ <br /> 12%8" (U.O.N.) 2—#5 (U.O.N.) GREATER THAN 12'-3" SPAN <br /> . _ CONaErE� <br /> PROPOSIEDSOMIENF NADOfNON-COf10NEMWrAl.B ENGINEERING, INC. <br /> aimam FM POM h(XNSlRLCIIaN Wi NR <br /> 1m�micc oanrrav Ra aa[ er I a I W Raibaw vAftnnm W*fftWPMW4WpL�FMPM®'s°ya�M R*hE R=nS4 P.E <br /> • mqw.�.a oases �-� conCracx m aYi p� IB �.ON�i1lL 1 L 1 U <br /> E�Om10� aliR Qa NT5 s <br />