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<br />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br />SECTION 3 <br /> <br />ANCHOR ALUMINUM FRAME <br />TO WALL OR SLAB WITH <br />1/4" x 2-1/4" MASONRY <br />ANCHOR WITHIN 6" OF POST <br />AND 24" O.C. MAXIMUM <br /> <br />~.j <br />~ <br /> <br />.. . <br /> <br />CONCRETE CAP BLOCK OR <br />BLOCK (OPTIONAL) <br /> <br />(1) #4lZJ BAR CONTINUOUS <br /> <br />(1) #4lZJ BAR AT CORNERS AND <br />10'-0" O.C. FILL CELLS AND <br />KNOCK OUT BLOCK TOP <br />COURSE WITH 3000 PSI PEA <br />ROCK CONC. DECK <br /> <br />8" x 8" x 16" BLOCK WALL <br />(MAX. 32") <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br />SCALE: 318" = 1'-0" <br /> <br />/ <br /> <br /> <br />(2) #4rzJ BARS MIN. 2-112" OFF <br />GROUND <br /> <br />RIBBON OR MONOLITHIC <br />FOOTING (IF MONOLITHIC <br />SLAB IS USED SEE NOTES OF <br />DETAILS NEXT PAGE) <br /> <br />'h' W <br />32" 12. <br />36. 12. <br />48. 18. <br /> <br />N 'x" <br />2 10'-0" <br />2 8'-0" <br />3 4'-0" <br /> <br />r- <br />(1)- <br />~)c <br />~~ <br />-~ <br />1= <br />!- <br /> <br /> <br />ALUMINUM ATTACHMENT <br />CONCRETE FILLED BLOCK <br />STEM WALL 8. x 8. x 16" C.M.U. <br />(1) #4rzJ BAR CONTINUOUS <br /> <br />(1) #5rzJ VERT. BAR AT <br />CORNERS AND <br />'Y! O.C. MAX. FILL CELLS WI <br />3000 PSI PEA ROCK <br />CONCRETE <br /> <br />8. x 12" CONCRETE FOOTING <br />WITH (N) #5 BAR CONT. <br />LOCATE ON UNDISTURBED <br />NATURAL SOIL <br /> <br />· ALL MASONRY KNEE WALLS SHALL HAVE A FILLED CELL AND VERTICAL BAR @ ALL CORNERS <br />1.3-112. CONCRETE SLAB 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE <br />VISQUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE COMPACTED CLEAN <br />FILL OVER (SCARIFIED) NATURAL SOIL 90% DENSIlY <br />2. LOCAL CODE FOOTING REQUIREMENTS SHALL BE USED IN LIEU OF THE MINIMUM FOOTINGS <br />SHOWN. ORANGE COUNTY FOOTINGS SHALL BE A MINIMUM OF 12. x 16" WI (2) #5rzJ CONT. BARS <br />FOR STRUCTURES I BUILDINGS OVER 400 S.F.. <br />RAISED PATIO FOOTING <br />KNEE WALL FOOTING FOR SCREENED ENCLOSURES <br />SCALE: 318. = 1 '-0. <br /> <br />:., J.- w-J. <br /> <br />,,--, <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER. DEVB.OPMENTCONSlJI.TANT <br />P,O, BOX 4368, SOUlli DAYTONA. Fl32121 <br />TELEPHONE (386) 767...n.4 <br />fl<J( (386) 767~56 <br /> <br />@ COPYRIGHT 2002 <br />NOT TO BE REPRODUCED IN WHOlE OR IN PART WITliOlTT Tl-lE WRrTTEN PERMISSION OF LAWRENCE E. BENNETT, P.E, <br /> <br />SEAL <br />PAGE <br /> <br />3.21 <br />