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6 ", 16 GA. TSC TRACK <br />13' -8 1/2 " <br />TOP OF <br />PARAPET <br />_ 12'--T" <br />rOP OF JST. <br />DECK BRG. <br />L 3 x 3 xY4" x CONT. <br />WELD TO EA. HSS <br />:) IAGONAL <br />iAT16"oc. <br />METAL STUDS FRAMING NOTES <br />1. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND <br />SECTIONS w/ ARCH. DWGS. <br />2. CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR <br />ALL METAL STUDS FRAMING TO PROVIDE PROPER <br />ALIGNMENT. CLIP ANGLES USED SHALL MATCH OR <br />EXCEED THE METAL STUD GAUGE. <br />3. METAL STUDS, METAL TRUSSES AND CLIP ANGLES <br />SHALL BE CONNECTED TO STRUCTURAL STEEL <br />MEMBERS w/ (3) 0.111" 0 (MIN.) POWER DRIVEN <br />FASTENERS. <br />4. METAL STUDS SHALL BE CONNECTED TO MASONRY <br />w/ 14 GA. CLIP ANGLES w/ (2)Y4" 0 (MIN.) TAPCONS. <br />5. METAL STUDS TO METAL STUDS CONNECTIONS SHALL <br />BE PROVIDED w/ MINIMUM (4) No. 12-14 SCREWS. <br />6. REFER TO ARCH. DWGS. FOR SHEATHING:. SHEATHING <br />SHALL BE CONNECTED TO METAL STUDS w/ No. 12-14 <br />SCREWS SPACED AT 6" o.c. (MIN.). <br />-7. STUD SIZES, GAUGES AND CONNECTIONS SHOWN ARE <br />MINIMUM REQUIREMENTS. A SPECIALTY DELEGATE <br />ENGINEER SHALL REVIEW ALL METAL STUDS FRAMING <br />COMPONENTS AND INCREASE AS NEEDED. <br />REVISIONS EY <br />0 <br />U <br />�i <br />U <br />t� <br />Q <br />C) E <br />E; W U <br />co v <br />o N <br />o m cD <br />O U T <br />N • N <br />E 00 O <br />�D <br />N <br />LO <br />CN <br />ti <br />ti <br />N <br />O <br />a <br />w <br />�.:w NH <br />SEAL <br />MOUCHIR S. CHENOLIDA <br />PE # 69180 <br />0) r j <br />W -0-000 <br />Mom <br />N <br />12 0 Q <br />' U <br />s Z) 00 <br />w <br />E <br />o <br />W m ;v <br />Yr—00 v <br />— <br />06 W <br />000" <br />zM� <br />W ' gm <br />v <br />00 o0 <br />V <br />�w <br />U <br />zW <br />oJZ <br />'p U v <br />W -v <br />0 JU m•L <br />} Q O <br />v V W :� <br />E��; <br />� Lu <br />rn <br />~ vQM CL <br />.3 0 W N <br />m�� <br />o� <br />Date: 06. 12. 12 <br />Scale: AS NOTED <br />Project Mgr: MSC <br />Drawn: <br />Job: 10-61 <br />Sheet <br />S3b <br />OWALL SECTION <br />SCALE: %4" = 1'-0" <br />