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REVISIONS 1 BY <br />0 <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 />(o. REFER TO ARCH. DWGS. FOR SHEATHING. SHEATHING <br />SHALL BE CONNECTED TO METAL STUDS w/ No. 12-14 <br />SCREWS SPACED AT 6" oz. (MIN.). <br />1. 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 />EXISTING METAL <br />ROOF DECK <br />(SEE PLAN) <br />18 GA. CSJ STUDS <br />AT 16" oz. (TYP.) <br />6 ", 18 GA. CSJ STUDS <br />AT 24" oz. MAX, <br />(1) K.O. BLOCK <br />COURSE w/ (1) *5 <br />CONT. <br />+ + + + <br />+ + + + <br />+ + + + <br />+ f + + <br />CUT EXISTING <br />METAL ROOF DECK AT STUD WALL FACE <br />(SEE PLAN) <br />NEW L 5 x 3 x Y4" x CONT. (LLV) +++ <br />ATTACHED TO EA. STUD + + + + <br />w/ (3) 0.111" 0 P.D.F. <br />EXIST. STEEL <br />JOIST (TYP.) <br />(SEE PLAN) <br />14€1GA. CLIP ANGLE <br />w/ 43) 0.111" 0 P.D.F. <br />1@'-8" <br />TOP OF <br />MASONRY <br />EXIST. STEEL BEAM <br />(SEE PLAN) <br />109'-4" <br />- BOT. OF <br />TIE BEAM <br />14 GA. CLIP ANGLE — <br />w/ (2) 4" 0 x 13/4" MIN. <br />EMBED. TAPCONS <br />AT EACH STUD <br />(2) K.O. BLOCK - <br />COURSE TIE -BEAM <br />(SEE PLAN FOR REINF.) <br />8" CMU WALL <br />(SEE PLAN FOR VERT. <br />AND HORIZ. REINF-) <br />Yi" EXPANSION <br />JOINT MATERIAL <br />v <br />A <br />d <br />STANDARD <br />9@ • AC I HOOK <br />2@'-8" <br />TOP OF <br />MASONRY <br />19'-4" <br />BOT. OF <br />TIE BEAM <br />6 ", 16 GA. TSC TRACK <br />w/ (3) Y4" 0 x 13/4" MIN. EMBED. <br />TAPCONS a 16" oz. (TYP.) <br />(2) K.O. BLOCK <br />COURSE TIE -BEAM <br />(SEE PLAN FOR REINF.) <br />GROUT CELLS <br />SOL ID (TYP.) <br />L 4 x 4 x 3%&" x CONT. <br />WELDED TO EXIST. BEAM <br />BOT. OF <br />TIE BEAM <br />OVERHANG BEYOND <br />(2) K.O. BLOCK <br />COURSE TIE -BEAM <br />(SEE PLAN FOR REINF-) <br />Ye" CONT. TYP. <br />EXTERIOR CONCRETE WALK <br />(SEE ARCH. 4 CIVIL DWGS. <br />FOR STEP, SLOPE 4 RE INF.) <br />° x=r°=x x°Q x—x—x—x—x=a—x <br />SEE FTG. SCHEDULE <br />FOR SIZE AND REINF- <br />0 <br />+ + + + TOP OF <br />+ + t + PARAPET <br />14 -G' A. CLIP ANGLE <br />w/ (3) @.111" PDF. <br />1� TOP OF a <br />EXIST. STEEL <br />MASONRY <br />JOIST (TYP.) <br />+ • ::_: <br />(SEE PLAN) <br />EXIST. STEEL BEAM <br />(SEE PLAN) <br />14 GA. CLIP ANGLE <br />w/ (2) 4" 0 x 13/4" MIN. <br />EMBED. TAPCONS <br />AT EACH STUD <br />8"PRECAST LINTEL <br />(SEE PLAN FOR <br />SIZE AND REINF.) <br />(1) K.O. BLOCK <br />COURSE w/ (1) 05 <br />CONT. <br />8" CMU WALL <br />(SEE PLAN FOR VERT. <br />AND HORIZ. REINF.) <br />WINDOW OPENING <br />(SEE ARCH. DWGcS.) <br />(o ", 16 GA. TSC TRACK <br />— 6 ", 16 GA. CSJ STUDS <br />AT 16" oz. (TYP.) <br />TOP OF <br />STEEL BM. <br />L3x3xYa"xCONT. <br />WELD TO EA. HSS <br />Ye" CONT. TYP. <br />— STEEL BEAM <br />(SEE PLAN) <br />14 GA. CLIP ANGLE <br />w/ (4) 0.1i1" -0 P.D.F. <br />(TYP.) <br />MASONRY PIER <br />BEYOND <br />EXTERIOR ONCRETE WALK <br />(SEE ARCH 4 CIVIL DWGS. <br />FOR STEP, 6L.OFE 4 REINF.) <br />° x-x—rxa x x—x—x=[—x L x x�xx-x—x� x z-x—x— x=x x°=x-x—x °,R—xIx=.x <br />As <br />3 <br />�.1 d <br />S4a <br /><:7 7 <br />7 SEE FTG. SCHEDULE <br />FOR SIZE AND REINF. Spa <br />SEAL <br />�. r11 <br />\gip <br />MOUCHIR S. CHENOUDA <br />PE # 69180 <br />-coo <br />oo <br />rMntao <br />N <br />Q <br />Nmu <br />V <br />J <br />uJ <br />� E <br />Ld' <br />o <br />0 u <br />W <br />J N <br />m <br />Ln <br />3 <br />o � <br />000+� <br />W <br />M rtf <br />g <br />00 00 <br />V <br />oW <br />U <br />_� <br />ZW <br />LJH <br />Z <br />,0 <br />W <br />° <br />o JV <br />ID <br />v V W <br />a�0 <br />0 <br />V) <br />� Wa <br />ms <br />�Q~gym <br />m <br />o� <br />Date: 06. <br />12. 12 <br />Scale: AS NOTED <br />Project Mgr: MSC <br />Drawn: <br />Job: 10-61 <br />11 WALL SECTION <br />SCALE: Y¢" = 1'-0" <br />OWALL SECTION <br />SCALE: -Y4' <br />Sheet <br />Sac <br />