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H <br />T <br />PL 3/8"x9" CONT <br />3/16"I/ 4-12 <br />G <br />3/8" STIFF. PL E.S. e <br />EA C& <br />F <br />D <br />m <br />C <br />a <br />E <br />v <br />3 <br />CL <br />BEAM <br />211 <br />L4x4xl/4 CONT. <br />L4x4xl/4 @ 1'-4" O.C. <br />(3'-0" O.C. At H s3'-019 <br />3/16" <br />L36A/4" CONT. <br />1" L2XlXl/I EA L4x4xl/4 <br />3/16" TYP. EA. END <br />\—I I/2" COMPENSATING SCUD RUNNER <br />\—bO06162-54616" O.C. MIN. <br />SECTION AT PARAPET (PERPENDICULAR) <br />3/4" = 1'-O" <br />T/SLAB <br />EL <br />T/FTG <br />EL = 44' <br />DECK BRG EL <br />BRACED FRAME ALONG COLUMN LINE E <br />1/4" = 1'-0" <br />T/SLAB <br />EL <br />T/FTG <br />EL - -1'-4" <br />SEE PLAN <br />.UMN, SEE PLAN <br />BRACED FRAME ALONG COLUMN LINE 5 <br />`V 1/4 <br />i A <br />rn <br />• N <br />> <br />O <br />Z <br />CO <br />CV <br />N <br />O <br />d <br />1 2 3 <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. <br />NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. <br />0 <br />CL <br />BEAM <br />I <br />T/PARAPET <br />SEE ARCH �- r — 2" <br />1N <br />PL 3/8"x9" CONT. <br />3/1611I/ 4-12 <br />3/8" STIFF. PL ES. 6 <br />EA. C6 <br />L4x4x1/4 CONT. <br />—L4x4xl/4 0 1'-411 O.C. <br />(3'-0" O.C. AT H s 3'-0") <br />3/I6" <br />— L3x3xl/4" CONT. <br />DECK 5% EL <br />PROVIDE ADDITIONAL L24x3/I6" <br />X-TYPE BRIDGING AT EA. L4x4xl/4 <br />1 1/2" COMPENSATING STUD RUNNER <br />6008162-54616" O.C. MIN. <br />SECTION AT PARAPET (PARALLEL <br />3/4" = l'-O" <br />1N, SEE PLAN <br />T/SLAB <br />EL : 0'- " <br />T/FTG <br />EL = -1'-4" <br />BRACED FRAME ALONG COLUMN LINE A <br />1/4" = 1'-0" <br />T%5LA15 <br />EL=04 <br />T1FT� <br />EL = 4-4 <br />(A) (A. 2 <br />BRACED FRAME ALONG COLUMN LINE 1 <br />1/4" = l'-O" <br />CLUMN, f <br />CL JOIST <br />DECK BEARINGS EL <br />TYPICAL BEAM TO JOIST CONNECTION <br />3/4" = l'-0" <br />2 /ail a'rl= 101 /AAIG Akin CC-) <br />TYPICAL VERTICAL BRACE INTERSECTION <br />3/4" = 1'-O" <br />CL <br />METAL STUD AND <br />BEAM <br />TYPICAL ROOF DECK AT METAL STUD WITH BEAM <br />3/4" = 1'-O" <br />STANDARD AISC SHEAR PLATE CONNECTION, (3) BOLTS MIN. <br />7" MIN TO BEAM, 11" <br />COL 3/16 MIN TO COLUMN <br />T/STL EL <br />;TL EL <br />wP <br />BEAM <br />BEAM <br />� FS <br />gj <br />L m-'I Ell I I I I WMA 0 <br />3/16 <br />3/1b" COVER PL NS <br />AND FS, TYR <br />3/8" GUSSET PL <br />BRACE <br />TYPICAL VERTICAL BRACE AT END COLUMN AT ROOF <br />3/4" = l'-O" <br />I SE� <br />UJEL <br />TYR <br />T/K <br />CL COL <br />BRACE <br />3/16" COVER PL, NS <br />AND FS <br />3/8" GU55ET PL <br />BASE PLATE, SEE <br />7/Sm-ol <br />TYPICAL VERTICAL BRACE AT FOUNDATION <br />3/4" = V-0" <br />C7 <br />(�cn W 01 O W a <br />M N � <br />>% 4) O In CD C O4 La WoIn <br />� <br />m <br />0 z � LJi. L V m a:. <br />V w „r o s <br />Q m L.a-o <br />yy" Co�- <br />Li L—�p..'O� O C <br />O , L, c <br />s <br />,� `- c) a <br />Lo <br />N m <br />a: LOv <br />I= N <br />a <br />® ®® 0PH;�:R <br />si <br />NO 73 4 <br />trL- <br />STATE OF <br />. < O R 1 P'•o� <br />NA % <br />0) <br />V <br />co <br />� <br />M <br />M N N <br />O) 4 r <br />cD4o <br />o , <br />(V�/] <br />�� //��� <br />Vi <br />M <br />L <br />m coo ai <br />A \ <br />W <br />M t� <br />mOL <br />@ LL <br />'O OL <br />8 U 1_ <br />. <br />u-a <br />inE2 <br />^ <br />Ea�� <br />m .r <br />L.L <br />z �< <br />' � L <br />°'oQ <br />N ' <br />r <br />(CDCL <br />Via <br />N L <br />� 0 <br />�T.y. <br />V <br />O <br />U <br />N <br />O <br />O <br />O <br />O <br />Li <br />I <br />m <br />O <br />W <br />� <br />E <br />E <br />U <br />= <br />L0 <br />r <br />o E <br />O <br />CD v <br />m <br />LL- <br />c/) <br />n- <br />r� <br />J_ <br />L <br />J <br />= <br />�-- <br />Z <br />m <br />� <br />n <br />t/ <br />N <br />CD <br />ry <br />C <br />O <br />d <br />v <br />4) <br />-01 <br />a� <br />v <br />v <br />w <br />o <br />o <br />li <br />O- <br />F- <br />NM <br />v <br />(n <br />cD <br />U <br />N <br />W <br />O <br />� <br />N <br />v <br />O <br />