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CONT. L2" X 2" X 16 GA. <br />(3-5IDE5) w/ (2) 010 TEK SCREWS <br />EA. LEG AT EA. STUD. (FASTEN TO <br />CONT. TRACK w/ 010 TEK SCREWS <br />AT 12 " O.G. MAX.) <br />ROOFING. <br />REFER TO ARCH. <br />METAL ROOF DECK. REFER TO <br />PLAN. REFER TO METAL STUD <br />FASTENING NOTES ON SHEET <br />53.1 FOR CONNECTIONS TO <br />METAL STUD FRAMING. <br />3 5/8", 18 GA. DIAGONAL METAL <br />STUD AT 16" O.C. MAX w/ 3 5/8", <br />18 GA. METAL TRACK AT DECK <br />BRG. ENDS. FASTEN TRACK TO <br />EA. WALL STUD w/ (2) 010 TEK <br />SCREWS <br />14 GA. CLIP ANGLE <br />AT EA. STUD. <br />CONT. 3 5/8", i8 GA. MET4L--1 <br />TRACK TOP AND BOTT. <br />(LOCATE AT MID -SPAN) w/ <br />(2) 010 TEK SCREWS AT EA. <br />STUD. <br />3 5/8", 18 GA. METAL STUD <br />DIAGONAL BRACE AT EA. <br />STUD. <br />HSS BEAM (HIGH). <br />REFER TO PLAN <br />22'-8" <br />TOP/HSS BEAM (HIGH) <br />CONT. 6 ", 18 GA. METAL <br />TRACK <br />201-411 (VERIFY) &N <br />TOP/EXISTING PARAPET v <br />EXISTING REINFORCED (2) COURSE K.O. <br />BLOCK FULLY GROUTED. G.G. FIELD <br />VERIFY AND NOTIFY ARCH./ENG. OF <br />ANY DISCREPANCIES. <br />-'E I/2"xa11xl'-0" (L.S.HJ w/ (2) 3/4"0 <br />I HILTI HIT-HY150 ADHESIVE ANGHRS, <br />6 3/4" EMBED. <br />I HSS BEAM (LOW). <br />REFER TO PLAN <br />15'-0" (VERIFY) <br />-------------- TOP/HSS;:BEAM (LOW) <br />% ----------- t --- TOP/EXIST. ROOF (VERIFY) <br />HSS HORIZ. BRACE. <br />I REFER TO PLAN <br />I <br />I <br />I [CANOPY FRAMING. <br />REFER TO 2/53.1 <br />WALL SHEATHING. REFER TO <br />ARCH. (TYP.) U.N.O. <br />HATCH INDICATES <br />EXISTING CONSTRUCTION <br />TO REMAIN (TYP.) <br />CONT. 3 5/8", 16 GA. METAL <br />TRACK w/ (1) 1/4"0 x 1 3/41' <br />TAPCON SCREWS 16" O.G. <br />MAX. AND (1) 010 TEK <br />SCREWS EA. LEG AT STUD. <br />(TYP.) U.N.O. <br />I \—(4) 010 TEK <br />I SCREWS (TYP.) <br />I 6", 18 GA. METAL STUDS AT <br />! �16" O.C. MAX. <br />.3 5/8", 18 GA. HORIZONTAL <br />METAL STUD BRACES AT <br />46" O.C. MAX. VERT. (TYP.) <br />LOCATE AT EA. METAL STUD. <br />1/2" ISOLATION <br />JOINT <br />CONT. 6 ", 18 GA. METAL <br />TRACK. <br />1/2" ISOLATION JOINT <br />TOP/SLAB <br />-'—COLUMN FOOTING BEYOND. <br />REFER TO FOUNDATION <br />z X PLAN/FOOTING SCHEDULE. <br />T W <br />L:r <br />0Q <br />TL <br />L 1 1/2" x 4" x 14 GA. x 0'-5" <br />(L.L.V.) w/ (4) 010 TEK <br />SCREW TO STUD AND <br />(2) 0.145"0 PDF FASTENERS <br />TO STEEL BEAM. LOCATE <br />AT EA. STUD. <br />CONT. 3 5/6", 18 GA. METAL <br />TRACK (TYP.) U.N.O. <br />ROOFING. <br />REFER TO ARCH. <br />METAL ROOF DECK. REFER TO <br />PLAN. REFER TO METAL STUD <br />FASTENING NOTES ON SHEET 53.1 <br />FOR CONNECTIONS TO METAL STUD <br />FRAMING. <br />HSS BEAM (HIGH). <br />REFER TO PLAN <br />22' -8" <br />TOP/METAL STUp <br />CONt. 6", 18 GA. METAL <br />TRACK <br />20'-4" 01Q <br />TOP/EXISTING <br />i PARAPET <br />WALL SHEATHING:. <br />i REFER TO ARCH. (TYP.) U.N.O. <br />ro" 18 GA. METAL STUD FRAMING <br />AT 16" O.C. MAX. <br />HATCH INDICATES <br />EXISTING CONSTRUCTION <br />TO REMAIN (TYP.) <br />14 GA. CLIP ANGLE AT <br />EA. STUD. <br />ALUMINUM PANEL AND CONN. <br />(4) 010 TEK <br />BY DELEGATE SPECIALTY <br />SCREWS (TYP.) <br />ENGINEER. <br />13'-4" (VERIFY) <br />TOP/METAL STUD <br />13'-0 3/8" (VERIFY) <br />TOP/HSS BEAM (LOW) <br />12'-011 <br />BOTT./METAL STUD <br />HSS SEAM (LOW). <br />REFER TO PLAN <br />CONT. L2" x 2" x 18 GA. <br />(TYP. AT CORNERS) <br />w/ (2) 1010 TEK SCREWS <br />EACH LEG AT EA. STUD. <br />REFER t0 5/53.1 FOR METAL STUD <br />FASTENING NOTES AND ADDITIONAL <br />TYPICAL NOTES. <br />HSS BEAM (HIGH). <br />REFER TO PLAN <br />gL 24'-0" <br />TOP/METAL Stub <br />CONT. 6 ", 16 GA. TRACK <br />TOP AND BOTT. <br />HSS COLUMN/STUD COLUMN. <br />REFER TO PLAN FOR <br />LOCATION. <br />I <br />x <br />x <br />OIL 20'-4" <br />TOP/EXIST. PARAPET <br />i <br />I <br />HSS 4"x4"xi/4" HORIZ. BRACE <br />AT EA. HSS COL, REFER TO <br />PLAN FOR LOCATIONS. REFER <br />TO 1/53.1 FOR CONN. TO MAS, <br />AND HSS. <br />(4) 010 TEK SCREWS (TYP.) <br />1S1 -/All <br />TVOPSV/HSS R.- <br />TOP/EXIST. ROOF (VERIFY) <br />3 5/8", 18 GA. HORIZONTAL <br />METAL STUD BRACES. LOCATE <br />10 I/2° BRACES AT EA. METAL STUD. <br />TOP/STEEL BEAM <br />STEEL BEAM. <br />REFER TO PLAN <br />II <br />..._.... ..... ..... <br />3 5/8", 18 GA. METAL <br />AT 16" O.C. MAX. <br />(4) #10 TEK <br />SCREWS (TYP.) <br />12'-3 3/6" (VERIFY) <br />CONT. L2 "x2"x16 GA. w/' <br />(2) �10 TEK SCREWS EA. <br />LEG <br />CONT. 3 5/8", IS GA. METAL <br />TRACK <br />HATCH INDICATES <br />EXISTING CONSTRUCTION <br />TO .REMAIN .(TYP.) <br />(DI WALL -SECTION � WALL „SECT ION a WALL SECT ION <br />SCALE: 3/4" ■ I -m (REFER TO ARCH SECTION 2/A6k) SCALE: 3/4 = v -m (REFER TO ARCH SECTION 1/A6k) SCALE: 3/4"• -m (REFER TO ARCH SECTION I/A6h) <br />CONT. L2" X 2" X Iro GA. (3-SIDE5) <br />w/ (2) 010 TEK SCREWS EA. LEG AT <br />EA. STUD. (FASTEN TO CONT. <br />TRACK w/ 010 TEK SCREWS AT <br />12" O.G. MAX.) <br />METAL ROOF DECK. REFER TO <br />PLAN. REFER TO METAL STUD <br />FASTENING NOTES ON SHEET 63.1 <br />FOR CONNECTIONS TO METAL <br />STUD FRAMING. <br />3 5/5", IS GA. DIAGONAL METAL <br />STUD AT 16" O.G. MAX w/ 3 5/8", <br />18 GA. METAL TRACK AT DECK <br />BRG. ENDS. FASTEN TRACK TO <br />EA. WALL STUD w/ (2) 1*10 TEK <br />SCREWS <br />-ROOFING. (� <br />REFER TO ARCH. (J <br />i <br />S <br />S A� 14 CAA. CLIP ANGLE <br />q� AT EA. STUD. <br />\\ <br />6", 18 GA. METAL STUD, <br />FRAMING AT 16" D.C. <br />MAX. <br />CONT. 3 5/8", IS GA. <br />METAL TRACK. <br />14 GA, CLIP ANGLE - <br />AT EVERY OTHER <br />STUD (32" O.C. MAX.) <br />CONT. 3 5/6", IS GA. METAL <br />TRACK TOP AND BOTT. (LOCATE <br />AT MID -SPAN) w/ (2) MI0 TEK <br />SCREWS AT EA. STUD. <br />3 5 /8", 18 GA. METAL STUD <br />DIAGONAL BRACE AT EA. <br />STUD. <br />REVISIONS <br />E3Y <br />REV. 4 - 1/25/I1 <br />Q <br />Y <br />YQ > <br />,CO <br />o� <br />J �J E U <br />N . <br />N 0. N u C"I <br />� .. <br />Q Qc <br />�ti - <br />� <br />" � 3 <br />x <br />Cn Ci <br />• <br />5 m ti <br />ti <br />C\1 <br />ti <br />0 <br />® <br />a <br />1 <br />N O a <br />0 <br />U Q4 <br />� <br />0 0 W <br />0 <br />O� <br />L <br />4 <br />(Ja'CO0 <br />Z W o-) z <br />W <br />U <br />L . <br />aN <br />a� 6 <br />V t+-- <br />ZCn o C <br />^� <br />W o <br />Q <br />�cU� <br />w <br />L <br />Oc o <br />z,� <br />�U QDC <br />0 <br />0 <br />I r- a_ <br />C) <br />Z <br />C J <br />o_ <br />o <br />_J <br />a < N -� <br />W U <br />a3 0 <br />cn p -le <br />Q LW o <br />-0 12 <br />W � _ <br />M i <br />0 Q <br />a CO r <br />0 <br />N <br />0 <br />LL <br />Date: 12. 15. 10 <br />Scale: AS NOTED <br />Project Mgr: GM <br />Drawn: — <br />Job: 09-45 <br />Sheet <br />