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METAL STUDS FRAMING NOTES <br />I REVISIONS ley I <br />Q <br />G <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" 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 w/ No. 12-14 <br />SCREWS SPACED AT 6" oz. (MIN.). <br />Z. 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 />NEW L3x3x3i16"xCONT. \ � * <br />ATTACHED TO EA. STUD <br />w/ (3) 0.1'11" 4, P.D.F. <br />CUT EXISTING METAL ROOF <br />DECK AT STUD WALL FACE <br />(SEE PLAN) <br />EXIST. STEEL <br />JOIST (TYP.) <br />(SEE PLAN) <br />14 GA. CLIP ANGLE <br />w/ (2) Y4" 0 x 13/4" MIN. <br />EMBED. TAPCONS AT <br />EACH STUD (TYP.) <br />EXISTING 12" CMU WALL <br />(FIELD VERIFY) <br />EXISTING SLAB <br />ON GRADE <br />(FIELD VERIFY) <br />(1) K.O. BLOCK <br />COURSE w/ (1) *5 <br />CONT. <br />STANDARD <br />90• ACI HOOK <br />20'-8" <br />TOP OF Y <br />MASONRY <br />■■M - <br />ri TIE 5EAM — <br />d <br />�— (2) K.O. BLOCK <br />6", 18 GA. CSJ STUDS 6", 18 GA. CSJ STUDS COURSE TIE -BEAM <br />AT 24" o.c. MAX. AT 24" o.c. MAX. (SEE PLAN FOR REINF.) <br />8" CMU WALL w/ •5 VERT. ,m 16" o.c. MAX. <br />DRILL 4 EPDXY (1) 03 -s 16" o.c. HORIZ. <br />16 -8' 16'-8" REINF. INTO EXISTING wc M WALL (TYP.) <br />6) - <br />+ TOP OF ♦ + TOP Or - <br />PARAPET - - <br />+ + * + PARAPET <br />6 ", IS GA. CSJ STUDS 6 ", 18 GA. CSJ STUDS - <br />AT 16" o.c. (TYP.) AT 16" o.c. (TYP.) <br />L3x3xY4"xCONT. L 3 x 3 xY4" x CONT. <br />+ w/ 3/4" 0 SIMPSON TITEN HD 3! + ♦ w/ 3/4" 0 SIMPSON TITEN HD <br />NT- <br />NEW L 3 x 3 x �16 x CONT. w/ %x 0 SIMPSONTITENHD <br />w/ M,, MIN. EMBED SPACED w/ 5Y2" MIN. EMBED SPACED <br />* ATTACHED t0 EA. STUD- w! 5�" MIN. EMBED SPACED <br />71 <br />6 3 -0 O.C. MAX. w/ (3) 0.171" 0 P.DF. 0 3'-0" o.c. MAX_ - 3'-0" O.C. MAX. <br />METAL ROOF DECK METAL ROOF DECK - <br />(SEE PLAN) (SEE PLAN) DRILL 4 EPDXY (1) S 8" EXISTING METAL <br />FACE <br />CUT EXISTING METAL ROOF <br />DECK AT STUD WALL o c. VERT. REINF. INTO ROOF DECK <br />` * (SEE PLAN) * * EXISTING CMU WALL (TYP.) <br />+ + + + + + w/ 12" MIN EMBEDMENT <br />6", 16 GA_ TSC TRACK <br />L 3 x 3 xY4" x CONT. <br />ATTACHED TO EA. STUD <br />w/ (3) 0.111" 0 P.D.F. <br />4", 18 GA. DIAGONAL <br />CSJ STUDS AT 16" o.c. <br />ALTERNATE BRACE <br />DIRECTION EVERY <br />OTHER STUD (TYP.) <br />GROUT CELLS <br />SOLID (TYP.) <br />EXTERIOR CONCRETE WALK <br />(SEE ARCH. 4 CIVIL DWGS. <br />FOR STEP, SLOPE 4 RE INF.) <br />d' X�-dXQ% XQ--% X-X'-Xa X-X <br />SEE FTG. SCHEDULE <br />FOR SIZE AND REINF. <br />6 ", 16 GA. TSC TRACK <br />EXIST. STEEL <br />JOIST (TYP.) 4", 18 GA. DIAGONAL <br />(SEE PLAN) + ♦ CSJ STUDS AT 16" o.c. <br />9 -411 ♦ + ALTERNATE BRACE <br />IV BOT. OF DIRECTION EVERY <br />BEAM OTHER STUD (TYP.) <br />14 GA. CLIP ANGLE <br />w/ (2) Y4" 0 x 13/4" MIN. EXIST. CONCRETE BEAM <br />EMBED. TAPCONS (FIELD VERIFY) <br />AT EACH STUD fl� <br />14 GA. CLIP ANGLE <br />w/ (3) 0.17-1" 'p P.DF. <br />L4x4xW6"xCONT. <br />WELDED TO EXIST. BEAM <br />STEEL BEAM <br />(SEE PLAN) <br />STOREFRONT SYSTEM <br />(SEE ARCH. DWGS.) <br />Ys" EXPANSION <br />JOINT MATERIAL <br />GROUT CELLS <br />SOLID (TYP.) <br />(FIELD VERIFY) <br />EXISTING 12" CMU WALL <br />(FIELD VERIFY) <br />Y" EXPANSION <br />JOINT MATERIAL <br />EXIST. STEEL <br />JOIST (TYP.) <br />(SEE PLAN) <br />EXISTING SLAB <br />ON EXISTING SLAB EXTERIOR CONCRETE WALK EXTERIOR CONCRETE WALK <br />ON <br />(FIELD VERIFY)DE `FOR STEP, SLOPE(SEE ARCH. 4 I 4 REINF.) FOR S EP, SLOPE 4 RE L DUr3S. (SEE ARCH. 4 CIVIL INF.) ........._......... (FIE D VER DE <br />— X—X — — - -X <br />..:: . , d <br />�% X X d 4--X % X�-XQ X , . <br />I- d <br />G X-X-X-%-�-X. %-X-=X Q %'-X <br />SEE FTG. SCHEDULE <br />FOR SIZE AND REINF_ <br />SEAL <br />a . <br />MOUCHIR S. CHENOUDA <br />PE # 69180 <br />Ql N Ln <br />W <br />�00M <br />Ln p ap <br />mo6 oo <br />N <br />� <br />U- <br />> <br />V <br />00 <br />`_Jx <br />' LL_ <br />Lu <br />F- <br />N 0 <br />� CI <br />W <br />J " <br />m L <br />g�2 <br />�41 <br />0 > <br />0 00 <br />W <br />z rn <br />g �' <br />oo W <br />LLJ <br />ZW <br />0 (jZ <br />y- W v <br />o JU <br />Q v 0 <br />o UW 3a: <br />CT <br />Lu m s <br />vQ~� <br />.: L? N <br />m—� <br />O <br />JD <br />Li <br />Date: 06. 12. 12 <br />Scale: AS NOTED <br />Project Mgr: MSC <br />Drawn: <br />Job: 10-61 <br />OWALL SECTION O WALL SECTION O WALL SECTION <br />SCALE::Y4" 1' = -0" SCALE: %" = 1'-0" SCALE: %" = 1'-0" <br />Sheet <br />Sad <br />