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CQ W <br />AL <br />scALE: <br />5E CT I ON <br />a 1'-®" <br />9 <br />S4.4 <br />(SIM.) <br />22'-S" <br />TOP/EXIST. PARAPET <br />(FIELD VERIFY) <br />CONT. 3 5/6" MET <br />TRACK. <br />I � T <br />GONT. L4" x 4" x 1/4" w/ <br />13/4"0 HILTI-HIT HY150 <br />t ADHESIVE ANCHORS AT <br />1 24" O.C. MAX. IN GROUTED <br />MAS., 6 3/4" EMBED. <br />— ----------------------- <br />FULLY GROUTED EXIST. <br />MASONRY. FIELD -VERIFY <br />AND GROUT SOLID AS <br />REQUIRED. <br />HATCH INDICATES <br />EXISTING CONSTRUCTION <br />TO REMAIN (TYP.) <br />71I <br />1/2" ISOLATION <br />JOINT <br />W.W.F. / <br />G <br />I <br />i <br />L <br />CONT. 3 5/8", IS GA. METAL <br />TRACK (TYP.) <br />HSS 6"x6"xI/4" <br />EMBED. fE 1/2"x8"xO'-8" JFOR <br />3/4"Ox6" WELDED HEAD STUDS. <br />SAW-CUT AND REMOVE F <br />SHELL ONLY AS REQUIRINSTALLATION OF EMBEDLOCATE (1) EMBED 1E EA <br />OF EA. aEAM. <br />A-\ VERIFY w/ STOREFRONT MFR. <br />TOP/HSS <br />HSS 6 "x4 <br />RECESSED PEDIMET. <br />COOR'D. w/ ARCH. <br />REFER TO 5/53.1 FOR METAL STUD <br />FASTENING NOTES AND ADDITIONAL <br />TYPICAL NOTES. <br />CONT. 3 5/8", 16 GA, <br />METAL TRACK. <br />&, 23'-4" <br />v TOP/METAL STUD <br />CONT. L2" x 2" x I6 GA. <br />(TYP. AT CORNERS) w/ I <br />(2) #10 TEK SCREWS EA. I I <br />LEG AT EA. STUD_ <br />14 GA. CLIP ANGLE I I I <br />AT EA. STUD I I I <br />I I I <br />I I I <br />I I <br />METAL ROOF DECK REFER , <br />TO PLAN. REFER TO METAL <br />STUD FASTENING NOTES ON <br />SHEET 53.1 FOR CONNECTIONS <br />TO METAL STUD FRAMING. l <br />CONT. HSS 6"x6"xl/4". REFER TO <br />1/53.1 FOR CONNECTION TO MAS. <br />COLUMN EA. END. <br />CONT. 3 5/5" 16 GA. METAL <br />TRACK TOP AND 50TT. <br />3 5/8", IS GA. METAL STUD <br />FRAMING: AT 16" D.C. MAX. <br />(TYP.) U.N.O. <br />CONT. 3 5/8", 18 GA. I <br />METAL TRACK. ** I I <br />I I Ift HSS 6 "x6 "xl/4" <br />14 GA. CLIP ANGLE I I I <br />AT EA. STUD METAL ROOF DECK <br />REFS TD PLAN <br />I I CONT, 3 5/8", 18 GA, TRACK. <br />I <br />HSS 2 112" x 2 1/2" x 1/4" AT <br />4'-0" O.C. MAX. IS'-4" <br />130TT./METAL STUD TOP/METAL STUD <br />(COOR'D. w/ ARCH.) 14 GA. CLIP ANGLE <br />AT EA. STUD I 3 5/8", IS GA. METAL STUD <br />15 <br />CONY. L4" x 3" x 1/4" FRAMING AT 16" O.C. MAX. <br />S4.4 (L.L.V.) WELD TO EA. (TYP.) U.N.O. <br />-------------- _—_ HSS. _—_----jt�_)ElTUD <br />3 5/8", 10 GA. DIAGONAL METAL <br />--------------------------------------------------- ---- BRACES AT 16" O.C. MAX. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />16' Ii <br />V <br />\_ — —------- .— -- __� TOP/STEEL <br />I I <br />*'' PRE-ENGINEERED ALUMINUM <br />=� �COMPOSITE PANEL AND <br />I CONNECTIONS BY DELEGATE <br />l —J------------ -1-1 -- SPECIALTY ENGINEER. <br />------------- 15'-2 1/2" (VERIFY) <br />l ' BOTT./METAL STUD <br />----7\17 <br />------- -- --� (4)010TEK <br />5RIDGING. REFER TO PLAN. STEEL SEAM. SCREWS (TYP.) <br />REFER TO PLAN. , CONT. L2" x 2" x 16 GA. <br />3 5/6", 18 GA. METAL STUD STEEL ROOF JOIST STEEL BEAM. <br />� REFER TO PLAN. w/ (2) 010 TEK SCREWS <br />FRAMING AT 16" O.C. MAX. (TYP.). REFER TO EA. LEG AT EA. STUD. <br />(TYP.) U.N.O. PLAN. <br />.J I 12' -C" <br />J(COORD.Bw/ ARCH.) <br />CONT. 3 5/8", 18 GA. <br />METAL TRACK. <br />23'-4" <br />TOP/STEEL <br />(COORDINATE w/ ARCH.) <br />CONT. L2" x 2" x 16 GA. <br />(TYP. AT CORNERS) w/ I <br />(2) 010 TEK SCREWS EA. I <br />LEG AT EA. STUD. I <br />(4) 010 TEK I <br />SCREWS (TYP.) <br />14 GA. CLIP ANGLE <br />AT EA. STUD <br />I <br />I <br />I <br />I <br />' CONT. 3 5/8", IS GA. I <br />METAL TRACK I <br />I <br />I <br />I <br />CONT. M 14 GA. x0'-6" <br />w/ (2) ROWS OF 010 <br />TEKS SCREWS AT 12" <br />O.C. MAX. % <br />HSS 2 1/2 "x2 1/2 "x 1/4" 1 <br />AT 4'-0" O.C. MAX. <br />I is <br />CONY. L3" x 3" x I/411\, �— CONT, 0.145��'� PDF's AT EA, HSS FASTEN <br />WELDED TO STEEL TRACK TO NESTED STUD w/ �10 TEK <br />BEAM. v SCREWS AT 12" O.G. MAX. EA. L <br />�23'-4" G. i E <br />TOP/STEEL „ CONT. 3 5/8", 18 GA. TRACK w/ (2) <br />METAL ROOF DECK REFER (COORDINATE w/ ARCH.) CONT, 3 516 , 18 GA. I I ROWS OF "10 TEK SCREWS AT 12" <br />TO PLAN. REFER TO METAL I METAL STUD I D.C. MAX. <br />STUD FASTENING NOTES ON I HSS to"x6"x114" I <br />SHEET 53.1 FOR CONNECTIONS I ` <br />I to MPtdl StllM ;=i2dMINF� <br />6 "x6 5(1/4" <br />CONT. 3 5/6" 18 GA. METAL <br />I E I TRACK TOP AND 50TT. <br />I ( I <br />I I 3 5/8", 18 GA. METAL STUD <br />I I I FRAMING AT 16" O.G. MAX. <br />(TYP.) UN.O. <br />I I I <br />I I WALL SHEATHING. <br />REFER TO ARCH. <br />STIFF fR 1/4" EA. — <br />FACE <br />METAL ROOF DECK. <br />REFER TO PLAN. <br />`—STEEL BEAM. <br />REFER TO PLAN. <br />SECTION AT FULL <br />-NEIC4-IT SIGN <br />1/2" ISOLATION <br />JOINT (TYP.) <br />EXTERIOR SLAB. REFER <br />TO ARCH FOR STEP AND <br />SLOPE. <br />(1) 05 CONT. TOP (1) *5 CONT. <br />BOTT. <br />(2) 05 CONT. MOTT. <br />I 1 <br />I 1 <br />I 1 <br />I 1 <br />I i <br />METAL STUD FRAMING /, <br />I I <br />NOT SHOWN FOR <br />CLARITY. REFER TO I ' <br />FULL WALL SECTION AND I <br />I <br />SECTION AT FULL HEIGHT I I <br />SIGN FOR ADDITIONAL I I <br />INFORMATION. t <br />OL�8'-�I° <br />BOTT./STEEL I i <br />(COORDINATE w/ ARCHO I I <br />I I <br />I I <br />I <br />i <br />I <br />I I <br />TYP, <br />HSS 6 "x6 "x114" STUB <br />COLUMN. <br />HSS 6"x6"x1/4" BETWEEN <br />STUD COLUMNS <br />TYP. <br />SHIM iE 1/4" FULLY <br />WELDED STIFF P_ 1/4" EA, FACE <br />STEEL BEAM. L2 1/2"X2 1/2"X 1/4" STEEL BEAM. <br />REFER TO PLAN. DIAGONAL 5RIDGING REFER TO PLAN. <br />N-EA. FACE OF STIFF fe) <br />SECTION AT STUB COLUMN <br />1/2" ISOLATION <br />JOINT (TYP.) <br />4 <br />EXIST. <br />SLAS/PAVEMENT <br />REMAIN (VERIFY) <br />TOP/SLAB <br />REVISIONS <br />BY <br />REV. 4 - 1/25/11 <br />5 <br />:J <br />U <br />H <br />n � <br />U CD :J <br />m <br />� <br />� _8 E <br />I U c-C U <br />�x s <br />W <br />E <br />N r • N <br />O G a m .G <br />C t.0 N <br />C U cD <br />.c <br />Q Q <br />ti y <br />Cq <br />r-- 3 <br />x <br />b <br />�:D� <br />E o <br />U N <br />ti <br />N <br />r- <br />0 <br />e <br />1 <br />1 <br />A <br />0 <br />oat'a <br />0 <br />cn Ln <br />o ro <br />gi:0)z <br />I `Li <br />W z�� <br />aN <br />.ZU <br />V�Q <br />�LZ <br />ZV o <br />Lu <br />�� <br />�w <br />�rn <br />`nU) <br />Qom' <br />0 <br />o to <br />� <br />a <br />z <br />� h <br />C N <br />CD <br />O <br />�a <br />U <br />z <br />•� U LO <br />s' M <br />� <br />� M <br />o J � <br />w <br />t <br />Q� 0 <br />L. LL_ <br />Q Lil v <br />s <br />M <br />L <br />0 < <br />o � CO <br />0 <br />CL a� <br />N <br />0 <br />J <br />L_ <br />Date: 12. 15, 10 <br />Scale: AS NOTED <br />Project Mgr: GM <br />Drawn: — <br />Job: 09-45 <br />Sheet <br />S3.5 <br />