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CRIPPLE <br />ABOVE ( <br />ATTACH TR <br />HEADER STUD <br />(2) #10-16 <br />® 2 <br />I <br />SIDE VIEW FRAMING DETAIL <br />FRONT VIEW FRAMING DETAIL <br />K <br />HDSC HEADER <br />BRACKET. MEMBER SIZE AS <br />REQ'D PER DESIGN. WITH (4) <br />#10-16 SCREWS TO HEAD AND <br />(4) #10-16 SCREWS TO JAMB <br />NOTE: <br />362 = 3-1/2" LONG <br />400 = 3-7/8" LONG <br />600 = 5-7/8" LONG <br />800 = 7-7/8" LONG <br />HDSC300 = 3-1/16" DEEP <br />HDSC350 = 3-9/16" DEEP <br />MILS: -33, -68, -97 <br />(1) #10-16 SCREW <br />TYP. EACH FLANGE <br />ClarkDietrich BUILDING SYSI <br />S—SERIES CUP WITH SCREW! <br />STUD AS REQ'D BY DESIGN <br />FASTENED TO CONCRETE AS RI <br />BY DE <br />CONCRETE SLAB <br />BY OTHERS \ <br />TYPICAL <br />WALL STUD <br />TYPICAL TRACK W/(1) <br />#10-16 SCREW PER <br />STUD FLANGE <br />BOTTOM PLATE TO CONCRETE SLAB CONNECTION <br />REAR VIEW FRAMING DETAIL <br />CORNER FRAMING <br />(1) #10-16 <br />SCREW ® EACH <br />FLANGE <br />HEADER DETAIL (1) #10-16 <br />SCREW ® EACH STUD OR CLIP ANGLES <br />FLANGE AS REQUIRED FOR <br />STUD CONNECTION <br />ClarkDietrich <br />MC" Series CUP <br />e 1/4" THICK (A36) STIFFENING PLATE <br />(PROVIDED WITH "MC" Series CUP) <br />e� .e <br />e' <br />ClarkDietrich MOMENT CLIP MC <br />SERIES (WITH PROVIDED 1/4" <br />STIFFENING PLATE) W/ SCREWS TO <br />STUD }"Xj TAPCONS TYPICAL PER <br />STUD TO KNEE WALL <br />(4) #10-16 FX� <br />SCREW O EACH : <br />FLANGE <br />°un'i�aia"�"� .�rWR IM mat <br />0XIMM AM wc L <br />MOM <br />O mio• ua emn <br />a �inmi ea mom <br />Fy <br />STUD PER SECTION <br />TYPICAL TRACK <br />(1) #10-16 <br />SCREW ® EACH <br />FLANGE <br />INTERSECTION FRAMING <br />WALL FRAMING <br />TYPICAL STUD LAYOUT AT ``e�11 <br />WALL INTERSECTIONS \�N� �IELToN <br />S ✓' <br />BOTTOM PLATE TO KNEE WALL CONNECTION <br />I hereby certif y that I have reviewed this plan and f ound it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />