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METAL STUDS FRAMING NOTES <br />REVISIONS I BY <br />0 <br />I. 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" 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 />(1) K.O. BLOCK STANDARD (1) K.O. BLOCK STANDARD (1) K.O. BLOCK STANDARD <br />COURSE w/ (I) 05 F90' ACI HOOK COURSE w/ (l) *5 90" ACI HOOK COURSE w/ (I) *5 90` ACI HOOK <br />CONT. CONT. <br />CONT. <br />L3x3xY4" xCONT. <br />TYP. 2" <br />METAL ROOF DECK <br />(SEE PLAN) <br />Me <br />BAR JOIST --� <br />(SEE PLAN) I <br />L 6 x 4 x 3/9" x 1'-0" (LLV) I <br />w/ Y4" STIFFNER P- I <br />w/ (2) 3/4" 4) SIMPSON TITEN I <br />HD w/ M" MIN. EMBED t <br />6" PRECAST LINTEL <br />(SEE PLAN FOR <br />SIZE AND REINF.) <br />8" CMU WALL <br />(SEE PLAN FOR VERT. <br />AND HORIZ. REINF.) <br />■E <br />V" EXPANSION <br />JOINT MATERIAL <br />SLAB ON GRADE <br />(SEE PLAN) <br />ik # 0 -0 <br />qV TOP OF x-X-X : X-X-X-X-X- X-x-% x=X-X- <br />SLAB <br />TOP OF <br />MASONRY <br />®, jj� <br />21 <br />I_ <br />GROUT CELLS <br />SOLID (TYR.) <br />- 6 ", 16 GA_ TSC TRACK <br />w/ (3) Y4" m x 13/4" MIN. EMBED. <br />TAPCONS -9 16" oz. (TYR.) <br />JST_ BRG. OL <br />MATCH <br />EXISTING <br />12' -0" <br />BOT. OF <br />TIE BEAM <br />- 6 ", 18 GA. C5J STUDS <br />AT 16" o.c. (TYR.) <br />`- (2) K.O. BLOCK <br />I COURSE TIE -BEAM <br />(SEE PLAN FOR REINF.) <br />/ BOT4OF <br />LINTEL <br />Spa <br />WINDOW OPENING <br />(SEE ARCH. DWCsS.) <br />EXTERIOR CONCRETE WALK <br />(SEE ARCH. 4 CIVIL DWGS. <br />FOR STEP, SLOPE 4 REINF.) <br />�x:_x x x k—x -4x—x <br />9 <br />L 3 x 3 xY4" x CONT. <br />TYR <br />_ %," V 2„ <br />METAL ROOF DECK <br />(SEE PLAN) <br />BAR JOIST <br />(SEE PLAN) <br />L 6 x 4 x 3/9" x 1'-0" (LLV) <br />w/ Y4" STIFFNER P_ <br />w/ (2) 3/4" 0 SIMPSON TITEN <br />HD w/ 5,�" MIN. EMBED <br />)�" EXPANSION <br />JOINT MATERIAL <br />SLAB ON GRADE <br />(SEE PLAN) <br />0'-0 <br />TOP OF - <br />X—X—X — „%—%—%—X—%�X—X—% X=%—X— <br />SLAB <br />r <br />r <br />16' - 8" <br />TOP OF <br />MASONRY <br />GROUT CELLS <br />SOLID (TYR.) <br />- 6", 16 GA_ TSC TRACK <br />w/ (3) Y4" 40 x 13/4" MIN. EMBED. <br />TAPCONS G 16" o c. (TYR,) <br />L3x3xY4"xCONT. <br />TYR. 3�6�� 2 <br />METAL ROOF DECK <br />(SEE PLAN) <br />16'-8" <br />TOP OF <br />MASONRY <br />/ JST. BRG. OL JST. BRG. OL <br />MATCH - MATCH <br />EXISTING EXISTING <br />OIL 12'-0" <br />« « BOT. OF BOT. OF <br />TIE BEAM r, TIE BEAM <br />6 ", IS GA. CSJ STUDS <br />AT 16" o.c. (TYR.) <br />A <br />« BAR JOIST (2) K.O. BLOCK <br />« (2) K.O. BLOCK (SEE PLAN) COURSE TIE -BEAM <br />CSEE PLAN FOR REINF.) <br />COURSE TIE -BEAM <br />(SEE PLAN FOR REINF.) L 6 x 4 x 3/s" x 1'-0" (LLV) <br />w/ Y4" STIFFNER M -- <br />w/ (2) 3/4" 0 SIMPSON TITEN - <br />HD w/ 5h" MIN. EMBED - <br />8" CMU WALL <br />(SEE PLAN FOR VERT. <br />AND HORIZ. REINF.) <br />�-- EXTERIOR CONCRETE WALK <br />(SEE ARCH. 4 CIVIL DWGS. <br />FOR STEP, SLOPE 4 REINF.) <br />�-•-x x—x—x—x 9 x k—x=x—x <br />G q. <br />c <br />8" CMU WALL <br />(SEE PLAN FOR VERT. <br />AND HORIZ_ REINF.) <br />X <br />Im <br />Y2" EXPANSION - <br />JOINT MATERIAL - EXTERIOR CONCRETE WALK <br />(SEE ARCH. 4 CIVIL DWGS. <br />- - SLAB ON GRADE FOR STEP, SLOPE 4 REINF.) <br />I' <br />A (SEE PLAN) <br />±0-0 <br />TOP OF x-x-x: ,'-x-x-x-x-x-x-x. X=X-x- -x a-x-x-x 4 x-k-x x-x <br />SLAB <br />I � I\_ <br />Q84a <br />SEAL <br />MOUCHIR S. CHENOUDiA <br />PE # 69180 <br />0)Nu1 <br />�00m <br />"' <br />u"000 <br />rmn�tao <br />00 N <br />_ <br />U- d <br />+'.. <br />N fnV <br />V <br />00 <br />Jx <br />�" <br />Lu <br />`n <br />«.•.. <br />V <br />u <br />3 <br />LLI <br />� <br />J � <br />m <br />00 u <br />gam` <br />U, <br />o6 <br />z my <br />W <br />g �' <br />U <br />CC !' <br />00 00 <br />Lu <br />F7J� <br />oJZ <br />U <br />'0 <br />W <br />v <br />° J L) <br />Q <br />v L) W <br />:� <br />C 0m <br />N � <br />W <br />� <br />L � <br />.s o W <br />N <br />m ERLI) <br />OM <br />Date: 06. 12. 12 <br />Scale: AS NOTED <br />Project Mgr: <br />MSC <br />Drawn: <br />O WALL SECTION WALL SECTION 101 <br />WALL SECTION <br />SCALE: %" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" <br />Sheet <br />SY <br />