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,251-411 <br />'TOP/`MASONRY <br />W* STD. ACI HOOK <br />(TYP.) <br />(2) COURSE (1) <br />COURSE K.O. <br />BLOCK w/ (1) 05 <br />CONT. EA. COURSE <br />(TYP.) <br />REFER TO ARCH. <br />METAL ROOF DECK. REFER TO PLAN. <br />REFER TO METAL STUD FASTENING <br />NOTES ON SHEET 53.1 FOR CONNECTIONS <br />TO MASONRY WALL. <br />ROOFING. <br />REFER TO ARCH. <br />CONT. HSS 2 1/2"x2 1/2"xi/4" <br />METAL ROOF DECK. REFER TO <br />WELDED TO STEEL BEAM w/ <br />PLAN. REFER TO METAL STUD <br />3/4"4, HILTI HIT HYI50 ADHESIVE <br />FASTENING NOTES ON SHEET 53.1 <br />ROOFING, <br />ANCHORS, 6 3/4" EMBED. <br />FOR CONNECTIONS TO METAL <br />REFER TO ARCH. <br />REFER TO 2/64.5 <br />STUD FRAMING:. <br />90° STD. ACI HOOK <br />CONT. 3 5/8", 18 GA. TRACK. <br />(TYR,) <br />HSS 2 1/2 "x2 1/2 "A/4" AT — <br />METAL ROOF DECK. <br />TOP/MTL. STUDS <br />4'-0" O.C. MAX, REFER <br />REFER TO PLAN. <br />(2) COURSE K.O. <br />CONT. L3" X 3" X 14 GA, w/ <br />010 <br />TO M/54.4. <br />BLOCK w(U +'�a <br />(2) TEK SCREW EA. LEG AT EA. <br />COEA,. <br />STUD AND (1) ROW 1/4"4) 1 3/4" <br />T���i�/M,4SONRY <br />COURSE <br />TAPCON SCREWS AT 12" O.C. MAX. <br />• <br />- <br />AT MASONRY WALL. <br />` <br />ALUMINUM PANEL AND <br />'CONNECTIONS <br />BY <br />m <br />m <br />DELEGATE SPECIALTY <br />m <br />m <br />m <br />mm <br />ENGINEER. <br />(4) II0 TEK <br />• <br />HSS 2 1/2 "x2 1/2 "A/4" <br />'` '`, <br />SCREWS (TYPJ <br />LOCATED FLUSH TO <br />, <br />EDGE OF MASONRY. <br />, # <br />15'-2 <br />BOtt./MTL. SCUD <br />(2) COURSE K.O. <br />STEEL BEAM <br />CONNECTION. <br />14 GA. CLIP <br />ANGLE CTYP.) <br />3 5/8 , 18 GA. METAL STUD <br />BLOCK w/ (1) a5 <br />REFER TO 12/542. <br />FRAMING AT 16 Q.G. MAX. <br />CONT, EA. COURSE <br />(TYP.) UN.O. <br />(TYP.) U.N.O. <br />(TYP.) <br />CONT. L2" x 2" x I6 GA. <br />w/ (2) 010 TEK SCREWS <br />EA. LEG At EA. STUD. <br />3 5/8", 18 GA. METAL STUD DIAGONAL <br />BRACE AT 16" O.C. MAX, (ALTERNATE <br />DIRECTION EVERY OTHER STUD.) <br />TTCONT. <br />3 5/8'", 18 GA. METAL <br />TRACK (TYR) U.N.O. <br />VERT. REINF. (TYP.) <br />REFER TO PLAN, <br />HORIZONTAL JOINT <br />REINF, AT 16" O.C. (TYPJ <br />GROUT VOID SOLID — <br />BETWEEN TOP/FTG. <br />AND TOP/SLAB (TYP.) <br />CONT. V2" ISOLATION — <br />JOINT (TYP.) <br />EXTERIOR 5LAE3_� <br />REFER TO ARCH <br />SLEEVE PIPE AS REQUIRED. <br />REFER 70 5/53.1 FOR METAL STUD <br />FASTENING NOTES AND ADDITIONAL <br />TYPICAL NOTES. <br />CONT. 3 5/8", IS GA. TRACK w/ (4) <br />1 0.145",P PDF's AT EA. JOIST. FASTEN <br />I TRACK TO NESTED STUD w/ 010 TEK <br />' ( SCREWS AT 12" O.C. MAX. EA. LEG. <br />CONT. 3 5/5", IS GA. TRACK w/ (2) <br />CONT. 3 5/8", 18 GA. I ROWS OF 010 TEK SCREWS AT 1211 <br />METAL STUD ' O.C. MAX. <br />1 <br />CONT. 3 5/8", 18 GA. TRACK <br />18' 4" tl <br />TOP/METAL STUD <br />14 GA. CLIP ANGLE <br />METAL ROOF DECK. AT EA, STUD 3 5/8", 18 GA. METAL STUD <br />REFER TO PLAN. CONT. L4" x 3" x 1/4" FRAMING AT 16" D.C. MAX. <br />(L.L.V.) WELD t0 EA. (TYP.) U.N.O. <br />JOISTS 7=6- <br />I 3 5/8", IS GA. DIAGONAL <br />BRACE At 32" O.C. MAX. <br />DBL. ANGEL BEAM R TOP/STEEL <br />CONNECTION. REFER TO <br />STEEL BEAM. <br />REFER TO PLAN. <br />STIFF lE I/4" <br />STEEL BEAM. <br />REFER TO PLAN. <br />OIL 15' -4" <br />TOP/MASONRY <br />CONT. L2" x 2" x 16 GA. <br />w/ (2) 010 TEK SCREWS <br />EA. LEG At EA. STUD, <br />16" DEEP GONG. CAP w/ <br />(2) S CONT. TOP AND <br />BOTT. AND 05 TRANSV. <br />AT 8" D.C. MAX TOP AND <br />BOTT. (2" MIN.) <br />3 5/6", 18 GA. METAL STUDS - <br />At 16" O.G. MAX. (TYP.) U.N.O. <br />CONT. 3 5/6", IS GA. METAL — <br />TRACK <br />(4) 010 TEK <br />SCREWS (TYP.) <br />VERT. REINF. (TYP.) <br />REFER TO PLAN. <br />=HORIZONTAL� <br />3 5/6", 18 GA. HORIZONTAL — <br />METAL STUD BRACES AT <br />46" O.C. MAX. VERT. LOCATE <br />AT EA. STUD (TYP.) <br />CONT. 3 5/S, IS GA. METAL <br />TRACK <br />"5 CONT. TOP AND BOTT. - <br />ALUMINUM PANEL ANp <br />CONNECTIONS BY <br />DELEGATE SPECIALTY <br />ENGINEER. <br />x '' . ;; ;; BDtt./METAL STUD <br />I ( CONT. 1-2" x 2" x 16 GA. <br />I w/ (2) 010 TEK SCREWS <br />• • EA. LEG AT EA. STUD. <br />(4) µ10 TEK <br />\ SCREWS (TYP.) <br />2 1/2" DEEP BEAM CANT. JOIST <br />�\ TOP CHORD EXTENSION. <br />REFER t0 14/542, <br />Sol STD, ACI HOOK <br />(TYR.) <br />REFER TO 14/54.2 FOR <br />-- STEEL BEAM CANT. <br />CONT. 1/2" ISOLATION <br />JOINT (TYP.) <br />j <br />W.W.F. (TYP.) <br />OR 5TEPAND <br />SLOPE. <br />a <br />°. <br />-mll <br />✓/ <br />n <br />n T P/ L B <br />O 5 A <br />' <br />-tea <br />S <br />S <br />roP/ LAE3 <br />a <br />�° <br />{ <br />� <br />n <br />itJ <br />. <br />lu GROUT ALL CELL <br />8 II 0) *5 CONT. BOTT.A- <br />w GROUT ALL CELLS <br />SOLID BELOW SLA15 <br />J <br />z . <br />w SOLID BELOW SLAB I _0 <br />0 F .I <br />v O—SL EVE PIPE AS QUIRE <br />EE REQUIRED <br />(TYPJ <br />(TYPJ _ <br />_ <br />_ <br />. f • ° •d n ` . ° • O .' <br />f • .G • ,. a • <br />G, e f • - • • G a. 4 • <br />d <br />a <br />v <br />L- / a <br />REFER TO FOUNDATION <br />PLAN/FOOTING <br />U <br />REFER TO FOUNDATION -- <br />3" CLR. <br />O <br />PLAN/FOOTING <br />3t, CLR. <br />SCHEDULE (TYP.) <br />m <br />SCHEDULE (TYP.) <br />QWALL <br />&E CT I ON <br />O <br />UJ,�L_ L_ SECTION <br />SCALE. 3/4" r 1'-0" (REFER TO ARGH SECTION 2/A6 j1 <br />SCALE: 3/411 = 1'-011 (REFER TO ARCH SECTION 1/A6 j) <br />REVISIONS <br />BY <br />REV. 4 - 1/M/II <br />U <br />r v <br />U <br />a G Cl, T co r <br />0 <br />O V <br />F. <br />00 <br />3 ~ > <br />C w <br />O L7 <br />so- <br />I- <br />N <br />Qs <br />1 <br />1 <br />F <br />fl <br />a U <br />rA <br />�CQ0 W U <br />H 0 <br />o�rnr� <br />©�W cfl <br />z <br />O� <br />cn In <br />L <br />c> r� <br />V 'Co <br />Ln <br />n <br />Zw 0.)z <br />L�- <br />W o�� <br />Z U Z Lti_ <br />X <br />V Q C <br />U L- <br />4-1 0 <br />Z(n O'c <br />• • <br />0 <br />W �c�� <br />Z ; v; <br />2cr) <br />Ln <br />kn <br />O c <br />o� <br />z� <br />0 o <br />mu CD <br />0 <br />a o <br />a <br />_U <br />Z <br />col <br />a N 0 <br />-v <br />w U <br />0 <br />N L. LL- <br /><L Lli <br />Lo s <br />0 Q M <br />d W -C <br />o <br />ry <br />O <br />L- <br />Date: 12, 15. 10 <br />Scale: AS NOTED <br />Project Mgr: GM <br />Drawn: - <br />Job: 09-45 <br />Sheet <br />S3,6 <br />I <br />T TI- -T--V <br />