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<br />Note: FOR COMPOSITE PANELS USE /110 SMS rN <br />LIEU OF /I 8SMS <br /> <br />118 X 112 SMS@ EACH RlSER <br />&: CAULK AT EACH RIB <br /> <br />.040THlCK EXTRUDED OR <br />BRAKE FORMED HEADER <br /> <br />CON"~ ROOF PANELS TO <br />BEAM Wf(4)II8XII2 SMS &: <br />J;r DIA X ,0 16 WASHER <br />EACH 12" PANEL <br /> <br />3.118XII2SMSEACH7 <br />12"PANEL AS AN <br />ALTERNATE <br />CONYERTION FOR <br />MASONRY WALLS <br /> <br /> <br />I.JIi TIUl.U BOLT OR <br />2.1/4 THRU BOLTS <br /> <br /> <br />1/4" PER FT MJN PITCH <br /> <br />CENTER KNOTCH <br />3X3 POST FOR <br />2X 5MB <br /> <br />1/4 X 1 1/4" DRNE PIN FOR CONCRETE WALLS <br />OR /lIOX2" WD SCREW rNTO 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 JOIIO WW MESH <br />rN 3 112" MIN CONCRETE <br /> <br />FINISHED GRADE <br /> <br />~ <br /> <br />8" <br /> <br />6 MILL VlSQUEEN ON <br />WELL COMPACTED <br />CLEAN FILL <br /> <br />12" <br /> <br />THJCKENED SLAB'(ATTACHED CARPORTS ONLY) <br />NOT REQUIRED IF CARPORT AREA IS 400 SQ FT OR LESS <br /> <br />Li ({(;Jv/HfJY/ <br />rr/tf41 <br />