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<br />Note: FOR COMPOSITE PANELS USE Ii 10 SMS rN <br />LIEU OF Ii 8SMS <br /> <br />Ii8XII2 SMS @ EACH RJSER <br />& CAULK AT EACH RIB <br /> <br />,040Tl-OCK E.XTRUDED OR <br />BRAKE FORMED HEADER <br /> <br />CONNECT ROOF PANELS TO <br />BEAM WI(') UXII2 SMS & <br />)II DIA X ,016 WASKER <br />EACH 12" PANEL <br /> <br />3. nXIf2 5MS EACH 7 <br />12 "PANEL AS AN <br />ALTERNATE <br />CONVERTION FOR <br />MASONRY WALLS <br /> <br /> <br />1-3/1 THRU BOLT OR <br />2-1/4 THRU BOLTS <br /> <br /> <br />1/4" PER IT MIN PITCH <br /> <br />CENTER KNOTCH <br />3XJ POST FOR <br />2X 5MB <br /> <br />1/4 Xl 1/4" DRIVE PIN FOR CONCRETE WALLS <br />OR Ii 10X2" WD SCREW INTO WOOD STUD PLATE <br />OR FASCIA@ 12" OC <br /> <br />15' MAX <br /> <br />CASTrNG INSER.:T MAY <br />REPLA CE ANGLES <br /> <br /> <br />6X6 10/10 WW MESH <br />IN 3 112" /vI1N CONCRETE <br /> <br />FINISKED GRADE <br /> <br />~ <br /> <br />8" <br /> <br />6 MILL VlSQUEEN ON <br />WELL COMPACTED <br />CLEAN FILL <br /> <br />12" <br /> <br />-. <br /> <br />THlCKEN'ED SLAB'(ATIACHED CARPORTS ONL Y) <br />NOT REQUJ:RED IF CARPORT AREA IS 400 SQ IT OR LESS <br /> <br />t/(/w <br />11(f6t!r I <br />