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METAL STUD <br />PER PLAN <br />v� <br />1k4- VERIFY (5) 3/4" VIA <br />�h <br />BOLT CONNECTION <br />6XI8xi6 GA CONTINUOUS IN FIELD <br />TRACK (6005162-45) w/' <br />(I) Y4" VIA TAPGON Y4/ `%' EXI5TING W24x55 <br />MINIMUM IY4" EMBED ` � � "' EXISTING WI2x26 w/ OLTOP OF STEEL 2"x2"xl2 6A x0'-(b" LONG <br />012 TEK SCREWS ®12" O.G. CONCRETE INFILL EL: IS'- '2 F-- , MIN (3) 0.145" DIA PDF ANGLE w/ (4) #12 TEK <br />(TYPICAL) BETWEEN FLANGES { FASTENERS (OR #12 TEK 50REWS TO EACH STUD, <br />PLYWOOD TO REMAIN 0 SCREWS) TO ANGLE TOP BOTTOM <br />ll'4"xly4"xl6 GAUGE SHEATHING O 1 3/I6" ABOVE d BELOW <br />ANGLE (MINIMUM) PER PLAN � EXISTING ANGLE ABOVE <br />-- L 5"x5"xI6 6A CONTINUOUS 4 BELOW <br />- TOP OF STUD EXISTING WI2x26 # <br />- a ,� ANGLE w/ (1) 12 TEK (MIN 3 VERTICAL LEGS) <br />COLD ROLLED LOCATE BRIC)GING AT x <br />,,r 1 • EL: 15 -O X <br />x 50REW TO EACH STUD X <br />"U" CHANNEL • • 4'-0" O.C. MAX. x <br />x �, <br />- -- 8"x8"xY2" GAP PLATE <br />w/ 3/e" GU55ET PLATE PLYWOOD SHEATHING <br />f BOTH 51VE5 PER PLAN <br />STUD FRAMING ; - f <br />PER PLAN <br />NEW COLUMN <br />C: PER PLAN EXISTING WI2x26 <br />� EXISTING MASONRY X X i TO REMAIN <br />2"x2"xl2 GA xO'-6" LONG " WALL TO REMAIN NEW COLUMN <br />ANGLE w/ (4) #12 TEK - 4 PER PLAN X X GEE 3�/8"x 18 GA STUD <br />3 X (5625162-45) w/ (4) #12 TEK <br />5GREW5 TO EACH STUD 8 /e GUSSET <br />(U Y4" VIA TAPGON w/ PLATE X SCREWS TO EACH STUD <br />MINIMUM V4" EMBED TO STUD FRAMING X <br />GU55ET PLATE LAYOUT <br />PER PLAN <br />MASONRY <br />(4) #12 TEK 5CREW5 <br />FOR STUD TO ANGLE <br />CONNECTION <br />LIGHT GAUGE STUD LATERAL SL PPORT STUD TO MASONRY CONNECTION 3 FEW COLUMN TO EXISTING BEAM CONFECTION 4 NEW ROOF TO EXISTING BEAM <br />S-3a SCALE N.T.S. s-al SCALE I' - 1'-V 3-3.1 SCALE I' - 1'-0' 5-3.1 SCALE 1 1/7 - 11-00 <br />5"xI5 GA TRACK 8"xlb GA TRACK <br />(BOOTTD-43) w/ (2) (500TTD-45) w/ (2) <br />CEILING JOISTS SPACED #12 TEK 5CREW5 TO #12 TEK SCREWS TO <br />PER PLAN EACH STUD EACH STUD <br />L 5"x5"xl6 GA CONTINUOUS <br />ANGLE w/ (1) #12 TEK GEE 5"x18 GA (5005162-45) <br />PLYWOOD SCREW TO EACH STUD <br />BLOCKING ®4'-O" O.G. w/ <br />SHEATHING <br />PER PLAN (4) #12 TEK 5CREWS PLYWOOD 5HEATHING (4) #10 TEK SCREWS TO PLYWOOD 5HEATHING <br />�' FOR 5TUD TO 5710 PER PLAN STUD FROM SHEATHING 4 PER PLAN <br />CONNECTION TYPICAL ROOF STUD LIGHT GAUGE STUD <br />PER PLAN <br />�\ GKIN6 <br />i T.O. STUD -.,..... �..... , ^ — - <br />r T.O. STUD -- wY�v r. Z� ... _...:: TO I REMAIDE <br />EL: 14'-q" - - — --- - - --� — EL: VARIES L -- <br />}' x Cl <br />� <br />11/2 "xrY32"xl& GAUGE <br />RUNNER CHANNEL <br />AT BOTTOM <br />5 "x 18 6A 57 <br />BU I LDOUT <br />24" O.G. <br />(5005162-4! <br />(4) #12 TEK <br />5CREW5 FOl <br />STUD TO 5Tl <br />GONNEGTIO1 <br />(TYPICAL) <br />MAIN b"x18 c <br />(b005162-4; <br />VERTICAL 5 <br />a 24" O.G. <br />:EWS <br />TEK SCREWS. <br />JOIST BLOCKING, BRIDGING DETAIL_ <br />SCALE N.T.S. <br />Y2" PLYWOOD SHEATHING <br />YV/ #10 WOOD TO METAL <br />50REW5 ® 6" O.G. <br />(TYPICAL) <br />6 "x 18 GA STUD BU I LDOUT <br />® 24" O.G. (6005162-45) <br />2 "x2 "x 12 6A xO'-(o" LONG <br />ANGLE w/ (4) #12 TEK <br />SCREWS TO EACH STUD W/ <br />(4) #10 WOOD TO METAL <br />TO PLYWOOD. LOGAT' <br />CLIPS ® 4'-0" O.G. <br />5-5.1 <br />Y2" PLYWOOD SHEATHING <br />w/ #10 WOOD TO METAL <br />5GREW5 ® 6" O.G. <br />STUD FRAMING (2) #12 TEK SCREWS f XX <br />PER PLAN FOR STUD TO STUD <br />CONNECTION TYPICAL I YI RUNNER CHANNEL <br />s-31 STUD FRAMING PER DETAIL 5/5-5.1 <br />PER PLAN _ <br />8 xl8 6A (8005162-45) <br />VERTICAL STUDS ® 24" O.G. <br />8"xI5 SA (5005162-43) <br />.� VERTICAL STUDS o 24" O.G. (4) #12 TEK SCREWS <br />FOR STUD TO 5TUD <br />CONNECTION <br />STUD PARAPET CONDITION <br />SCALE I* - I' -a <br />Y2" PLYWOOD SHEATHING <br />w/ #10 WOOD TO METAL <br />SCREWS ® 6" O.G. <br />STUD PARAPET CONDITION <br />SCALE I" - 1'-0' <br />GEE 6"x18 GA xl'-6" <br />TALL, MIN VERTICAL <br />STUD (6005162-45) <br />W/ (8) 0.145 D I A <br />PDF TO BEAM WEB <br />COPE 4 BEND STUD AS <br />REOUIRED TO ALLOW MIN 2" <br />LAP AT TOP OF STUD FOR <br />CONNECTION TO BEAM <br />FLANGE. FASTEN TO BEAM <br />W/ (2) 0.145" MIA PDF <br />EXISTING STEEL BEAM <br />TO REMAIN <br />LIGHT GAUGE STUD TO BEAM CONNECTION <br />SCALE 1 1/7 - 1'-0* <br />G <br />-- <br />Oz <br />Ur <br />., <br />Li o°O, N <br />K cri <br />z <br />, <br />� oo <br />Q <br />C!) <br />z <br />w Z <br />Q z¢ <br />> o <br />Q <br />�Q o <br />2 <br />x�o� <br />U <br />(� <br />;n r- o <br />w <br />W <br />cr <br />o <br />to <br />N <br />O <br />< <br />> <br />to <br />M <br />W <br />0 <br />C7 <br />a <br />FEWm <br />Z <br />J <br />cr <br />JOJ <br />LL <br />N_ <br />J <br />0 <br />to <br />m <br />} <br />c <br />N <br />Z <br />U <br />ly <br />0 <br />R <br />1 <br />' .o <br />((1 Li <br />m� <br />� O <br />�L <br />� Q � <br />Q <br />� Q <br />!x <br />\ <br />_ <br />IL O <br />I CERTIFY TO THE BEST OF MY <br />KNOWLEDGE THAT THE <br />DRAWINGS & SPECIFICATIONS <br />COMPLY WITH THE APPLICABLE <br />MINIMUM BUILDING CODES <br />JOB B NO <br />H2O8 <br />DRAWN/REVEWED: <br />BMM <br />ISSUE DATE <br />12-05-08 <br />REVISIONS Q <br />1 <br />2 <br />3 <br />4 <br />FACADE FRAMING <br />SCALE 1 1/7 - I'-0• <br />SHEET NUMBER <br />S-3.1 <br />