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4 13 <br />A1.3.' <br />1 1 1 J 11A" m 11- " <br />k <br />I <br />%4" DIA MB W/ WASHER & DBL <br />PERPENDICULAR <br />NUT IN 4" VERTICAL SLOTTED <br />A <br />HOLE @ 6'-0" OC MAX (MIN OF <br />2 BOLTS) W/ MB SET 1" FROM <br />BOTTOM OF HOLE <br />NOTE: <br />SPACE VERTICAL CONTROL <br />Ll <br />JOINTS AT 30'-0" OC MAX. <br />CONTINUE CJ OR EJ ACROSS <br />BOTTOM OF FASCIA AND TOP <br />OF SHEATHING TO PROVIDE <br />> <br />CONTINUOUS BREAK IN <br />LU <br />MATERIALS <br />PARALLEL I <br />CONT BREAK OF APPLIED <br />B <br />FINISH MATERIAL ALL SIDES, <br />SUSPENDED FLOOR SUPPORTED <br />FULL HEIGHT AND ACROSS <br />FASCIA STUID WALL <br />BOTTOM <br />EXPANSIONI (J <br />3" = 11-091 <br />ROOF SYSTEM <br />- — — <br />#12 SMS SCREWS • EA END O <br />• SMS SCREWS 16" OC, ALONG <br />LOUIFLUTE <br />(4) #12 SMS SCREWS <br />ROOF JOIST ---- — <br />60OS162-33 BLOCKING BETWEEN \ <br />ROOF JOISTS <br />KICKER BRACE. TRIM WEB/FLANGE(S) <br />TO ROOF PROFILE <br />WHERE FASCIA OR WALL PARALLEL TO JOISTS <br />ROOF SYSTEM <br />12 SMS SCREW @ EA END <br />OF BLOCKING <br />#8 SMS SCREWS @ EACH <br />LOW FLUTE, MIN (2) - L <br />(4) #12 SMS SCREWS <br />L II, I ........... L <br />#12 SMS SCREW TOP & BOTT �\ <br />@ CLIP -- <br />60OS162-33 BLOCKING <br />BETWEEN ROOF JOISTS -- <br />60OS162-33, CUT FLANGES - - <br />AND BEND WEB TO FORM 2" <br />CLIP <br />KICKER BRACE. TRIM WEB/FLANGE(S) <br />TO ROOF PROFILE <br />WHERE FASCIA OR WALL PERPENDICULAR TO JOISTS <br />D - <br />(2) #10 SMS SCREWS @ 24" <br />OC ATTACH TO LOW FLUTES ROOF SYSTEM <br />ONLY <br />CONT 60OS162-33 UN -PUNCHED METAL <br />-. nTe Ar, rn r,rir ini tn!tmn e+n nc-+ <br />1.3A 3/4" = 11®131" <br />MANG <br />- --- <br />L EQ. <br />MTL STUD @ CONTROL JOINT <br />UN -PUNCHED <br />1SIDE <br />SCREWSCREWS INTO EA VERTICAL <br />INTO BOTT CHORD OF TRUSS,PAINT TO MATCHA <br />SHEATHING WHERE OCCURS <br />13� <br />\A1.3.1 <br />COLUMN <br />BEYOND, <br />TYP. <br />CJ <br />CJ <br />BETWEEN COLUMNS <br />A <br />30'-O' MAX <br />L <br />SHEATHING PER SCHEDULE <br />MTL TRIM. SMOOTH FACE W/ <br />13 <br />JOINT COMPOUND. CONTINUE <br />JOINT ACROSS BOTTOM OF <br />FASCIA <br />CJ <br />CJ <br />NOT PARALLEL TO COLUMNS <br />B <br />i4 <br />FASCIA <br />- <br />1.3.1 <br />1 /4" ® 1 1-011 <br />SHEATHING <br />(4) #12 SMS SCREWS <br />G 5 <br />21 <br />Architecture Interiors <br />Planning <br />i •I f Engineering <br />Portland, OR <br />503.224.9560 <br />Vancouver, WA <br />360.695.7879 <br />Seattle, WA <br />206.749.9993 <br />DESIGN DRIVEN I CLIENT.FOC:--E® <br />Uj <br />Client <br />ca <br />FRED MEYER <br />STORES INC <br />3800 SE 22ND AVE <br />PORTLAND, OR 97202 <br />7301 REGISTERED <br />ARC TECT <br />TERRY ALLEN KRAUSE <br />STATE OF WASHINGTON <br />2MACKENZIE <br />020 ALL RIGHTS RESERVED <br />w <br />THESE DRAWINGS ARE THE PROPERTY OF <br />< <br />MACKENZIE AND ARE NOT TO BE USED <br />OR REPRODUCED 1N ANY MANNER, <br />< <br />WITHOUT PRIOR WRITTEN PERMISSION <br />LL <br />Revision Schedule <br />Revision Delta issue [gate <br />