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E <br />o_ <br />N <br />H <br />G <br />F <br />E <br />n <br />A <br />3-SIDES <br />T7.P NOTE I <br />NOTE <br />I. 15% OF STIFF PL THICKNESS <br />U P`IA I C.N �i=Ar'I <br />NESS MIN, TYF <br />EAM WEF3 <br />AM <br />IN ` <br />T <br />�— BEAM WEB, TYP <br />FLANGE NOT 5HOUJN <br />�— 51NGLE PLATE CONNECTION <br />UNSLOTTED COLUI`1N (-/811 MIN) SIZE TO SUIT SHEAR <br />AND MOMENT <br />NOTE: <br />CL05E COLUMN UJITH 1/2" CAP PLATE, TYP <br />TYPICAL INTERIOR COLUMN CAP PLATE CONNECTION TYPICAL TUBE COLUMN CONNECTIONS <br />1 1/2" = 1'-0" C — 1 /1 = 1'-O" <br />!-465�x i i 11OY-111" <br />THREADED STUD 'd 2411 O.C. <br />I JELDED TO TOP OF TUBE <br />44 <br />FLANGE/ r` <br />-s xll411. 5LOPE ANSLE <br />TO MATCH ROOF SLOPE <br />H555x6. DUEL D TO COLUMN <br />EACIN END WITH FULL <br />PENETRATION WELD ALL <br />AROUND <br />— BEAM TO BEAM CANOPY SUPPORT CONNECTION <br />3/4" = 1'-O" <br />145544 COL. <br />N55�x <br />BEAM TO COLUMN CANOPY SUPPORT CONNECTION <br />3/4" = 1'-O" <br />0 <br />CL COL <br />6,OOSI(.�2-54,a1o11 O.C. MIN. <br />H55&x&. UJELDED TO <br />COL. a EA. END. 5EE <br />DETAIL 4/505.01 <br />SECTION THRU SUN SHADE <br />3/4" = 1'-0" <br />E .ARCH. <br />NSHADE, <br />E ARCH. <br />BASE PLATE AND ANCHOR E30LT SCHEDULE <br />COLUMN 517E <br />EASE PLATE <br />ANCHOR EOLT5 <br />UJ€LD <br />A <br />B <br />C <br />D <br />E <br />F <br />NO <br />W <br />BP1 <br />3/4" <br />10" <br />10" <br />3/4" <br />9" <br />4 <br />3/16" <br />BP2 <br />11/4" <br />15" <br />15" <br />3/4" <br />12" <br />4 <br />3/16" <br />BP3 <br />11/4" <br />12" <br />15" <br />- <br />3/4" <br />12" <br />4 <br />3/16" <br />B P4 <br />1 1 /4" <br />12" <br />12" <br />7/8" <br />11 " <br />4 <br />1 /4" <br />T.4C< <br />C <br />STD PLATE WASHER <br />AT EACH ANCHOR <br />DOLT, 5EE NOTE I <br />THREADED ANCHOR BOLT <br />PROJECTION = GROUT <br />BASE PLATE THICKNE55 + <br />ANCHOR BOLT DIA + I" MIN <br />ANCHOR TROD WITH 2 <br />STD FLAT UJ4SHEIR5 <br />AND 2 HEAVY HEX <br />NUTS, TYP <br />NOTE: <br />1. PROVIDE PLATE UjA, qER AT BRACED FRAME ONLY <br />TYPICAL BASE PLATE AND ANCHOR BOLT {TUBE <br />3/4" = 1'-O" <br />E:3 <br />P554 <br />Cc <br />CL COL <br />5EE ARCH—,, <br />H55�?x4 W/ 1/2"Oxl-1/211 <br />THREADED STUD S 2411 <br />O . WELDED TO TOP OF <br />TUBE <br />L3x3x.1/411 <br />HSSG x4 <br />BEYONL7 <br />'1 ;B �I Bllfi'F LI <br />CL COL <br />SEE ARCH <br />1, <br />I <br />F654x4 W1 !/2110X1 I/211 <br />THREADED 5TU 1 2411 <br />O.C. WELDED TO TOP OF <br />TUEE TOP OF <br />N55444 I11,j <br />SECTION THRU FRONT CANOPY <br />3/4 = 1'-0' <br />u� <br />C /811 GUSSET 5EE 12/505.02 <br />3/,111 CgUSSET 5EE 12/605.0r' <br />�r <br />1 <br />l ",9 <br />I <br />C T— 3i5" STIFFENER PLATES-IIx311 <br />EA. SIID_ <br />i <br />L2/ <br />" 4 1/ '' <br />4 1/2" 11 1 <br />1/2 <br />2 <br />� s � <br />=1 \ <br />*-r <br />C) <br />O O O <br />0 <br />o Laj <br />ao <br />-I <br />Y^� ,,�LJ1,0 <br />' N <br />r- <br />M O <br />01)00 <br />O 'O oJ� <br />v <br />�a� ❑� <br />N N N ',_ O L -® <br />L \ O O <br />Ln 0- <br />Ln (D <br />Ln U <br />N <br />a �\ C �E /VS • (d*®i <br />N 264 <br />STATE OF <br />• <0RIOP.•�4 <br />• . , • <br />d ONA <br />0) <br />U <br />CD <br />M <br />m N N <br />O> Ct r <br />I <br />d <br />� UO <br />0° ' <br />` <br />r <br />00 '�T <br />r', M 3l <br />L <br />2=01 TO <br />�I \ <br />L{/ <br />M C 0 <br />c O <br />m O <br />70 <br />C: <br />N <br />p U C <br />■ <br />LL <br />C m tL6 <br />^` <br />W <br />E <br />�E2 <br />L <br />� 2 <br />ca��d <br />m <br />L — tia <br />Y - M <br />m <br />ch <br />L <br />Vcul))z2 <br />Q fa U <br />Ugh <br />��JJ <br />T <br />04 <br />T Y L <br />O <br />r > <br />� 0 LL. <br />O <br />� <br />N <br />L <br />Q <br />CO <br />O <br />O <br />C> <br />W <br />/� <br />Q) <br />\ <br />Q <br />W <br />� <br />U <br />E <br />LL <br />o <br />E <br />_o <br />o <br />o <br />U <br />m <br />� <br />W <br />LL- <br />cf) <br />J_ <br />m <br />>- <br />_ J <br />= <br />W <br />J <br />a- <br />0 <br />.Q <br />U <br />Q) <br />v <br />0 <br />ui <br />W <br />0- <br />O <br />O <br />Li <br />� <br />U <br />U <br />m <br />v <br />=D <br />-O <br />VJ <br />co <br />U <br />N <br />W <br />D <br />� <br />D <br />N <br />O <br />11 12 ' sheet no. <br />FRAMING D LTAI LS S05.011 <br />SCALE: AS NOTED <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 />4 <br />5 <br />