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a <br />METAL STUDS FRAMING NOTES <br />1. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND <br />SECTIONS w/ ARCH. DUGS. <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" 4; (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 wl No. 12 -14 <br />SCREWS SPACED AT 6" ox— (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 />ik 1&1-811 <br />'V TOP OF <br />PARAPET <br />NEW L 3 x 3 x %" x CONT. <br />ATTACHED TO EA. STUD <br />w/ (2) 0.111" P P.D.F. <br />.—I 1r t--*,11&'f'M I.-- kAt--'P A I <br />6", 18 GA. CSJ STUDS (1) K.O. BLOCK --\ F STANDARD <br />AT 24" o.c. MAX. COURSE w/ (1) 05 130' ACI HOOK <br />I CONT. <br />ro ", Iro GA. TSC TRACK <br />13--8 1/2" OIL <br />TOP OF \-F <br />PARAPET <br />12'-3" OL <br />TOP OF \4v <br />STEEL IBM. <br />L 3 x 3 x)4"' x CONT. <br />WELD TO EA. HSS <br />ro", 16 GA. CSJ STUDS <br />AT 1611 o.c. (TYP.) <br />14 GA. CLIP ANGLE <br />wl (2) 0.111" 0 F.D.F. <br />(TYP.) <br />MASONRY PIER <br />BEYOND <br />161-81, <br />TOP OF <br />MASONRY <br />GROUT CELLS <br />SOLID (TYP.) <br />6", 16 GA. TSC TRACK <br />w/ (3) Y4" 4, x 13/4" MIN. EMBED. <br />TAPCONS 0 16" oz. (TYP.) <br />METAL ROOF DECK <br />(SEE PLAN) <br />m 6 <br />DECK 5RG4dL <br />MATCH '-4F <br />— — — — — — — — — — — <br />EXISTING <br />L 3 x 3 xY4" x CONT. <br />W/ 3/4" 0 SIMPSON <br />TITEN HD w/ 5�" MIN. <br />OIL <br />50T. OF <br />TIE BEAM <br />EMBED SPACED a ---r- <br />3'-0" o.c. MAX. <br />6", 18 GA. CSJ STUDS <br />AT 16" o.c. (TYP.) <br />BAR JOIST <br />(SEE PLAN) <br />(2) K.O. BLOCK <br />(2) K.O. BLOCK <br />COURSE TIE -BEAM <br />COURSE TIE -BEAM <br />(SEE PLAN FOR REINF.) <br />(SEE PLAN FOR REINF.) <br />_9'-411 <br />50T. OF <br />L INTEL <br />8" PRECAST LINTEL <br />14'**� <br />(SEE PLAN FOR <br />SIZE AND REINF.) <br />84a <br />DOOR <br />(SEE ARCH.) <br />X" EXPANSION <br />JOINT MATERIAL <br />EXTERIOR CONCRETE WALK <br />(SEE ARCH- 4 CIVIL DWGS. <br />SLAB ON GRADE FOR STEP, R!EINF-) <br />(SEE PLAN) <br />�A +01-011 <br />'IV TOP OF <br />—X—X—i=3t�---!X—K—X=X—X—X—X=C—X—X —x—x XX <br />17 k-x-x-x <br />SLAB — <br />oWALL SECTION oWALL SECTION <br />1 SCALE: Y4" = 1'-0" - - I SCALE: 3/4" m 1'-0" <br />4 <br />• <br />84a <br />REVISIONS BY <br />E <br />0 <br />T 0 <br />CIO @) <br />7 <br />C) <br />v Cd <br />C\J uu <br />1231 <br />1-0 <br />a CN <br />03 <br />ti <br />C--) <br />C\J <br />ti <br />70 <br />ti <br />Cq <br />ti <br />'r- <br />rr <br />in. <br />............ <br />. . . . . . . . . . . . . . . . . . <br />i K!, <br />. . . . . . . .... ..... <br />. ........... <br />. . . . . . . . . . . . . . . <br />SEAL <br />MOUCHIR S. CHENOUDA <br />PE # 69180 <br />0) r-i Ln <br />00 Cn <br />Ln C) 00 <br />rn 't 00 <br />rn o6 r'4 <br />_J <br />u- <br />rn <br />N cn U <br />Z) 00 <br />< <br />LL <br />Lu <br />D E <br />Ln <br />0 <br />u <br />LAI <br />ca <br />00 <br />> 2 <br />06 <br />4'n <br />ors rn fSf <br />C* 00 <br />0 <br />uJ <br />0 <br />LL- <br />Ld <br />0 <br />ZiF- <br />L)z <br />4- Ld <br />C <br />0 <br />0 <br />0 LiJ D CT LL. <br />v <br />0—mv) <br />LLJO <br />:3 <br /><z 0 <br />0 LJJ <br />m iR <br />0 <br />LL. <br />Date: 06. 12. 12 <br />Scale: AS NOTED <br />Project Mgr: MSC <br />Drawn: <br />Job: 10-61 <br />Sheet <br />Sae <br />