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42'-10" <br />[42.83'] <br />61' <br />[61.00'] <br />42'-10" <br />[42.83'] <br />17'-2" <br />[17.17'] <br />25' <br />[25.00'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />25' <br />[25.00'] <br />16'-2" <br />[16.17'] <br />15'-10" <br />[15.83'] <br />45'-2" <br />[45.17'] <br />17'-2" <br />[17.17'] <br />25' <br />[25.00'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />20'-6" <br />[20.50'] <br />183' <br />[183.00'] <br />185'-8" <br />[185.67'] <br />288'-4" <br />[288.33'] <br />18'-2" <br />[18.17'] <br />18'-2" <br />[18.17'] <br />MINIMUM 7'-0" CLEAR <br />TO BOTTOM OF BEAMS <br />@ ALL LOCATIONS <br />W12x40 COLUMN, <br />TYP. <br />ROD BRACING <br />BRACED FRAME <br />PER DETAIL <br />1/SG.9 <br />ROD BRACING BRACED <br />FRAME PER DETAIL <br />1/SG.9 <br />JACK BEAM-TO-CARRIER <br />BEAM SHEAR TAB <br />CONNECTION PER <br />DETAIL 6/SG.8, TYP OF 4. <br />3/4" Ø ROD BRACING <br />WHERE SHOWN <br />ROD BRACING <br />BRACED FRAME <br />PER DETAIL <br />1/SG.9 <br />ROD BRACING BRACED <br />FRAME PER DETAIL <br />1/SG.9 <br />ROD BRACING <br />BRACED FRAME <br />PER DETAIL <br />1/SG.9 <br />ROD BRACING BRACED <br />FRAME PER DETAIL <br />1/SG.9 <br />ROD BRACING <br />BRACED FRAME <br />PER DETAIL <br />1/SG.9 <br />ROD BRACING BRACED <br />FRAME PER DETAIL <br />1/SG.9 <br />STANDARD BEAM TO JACK <br />BEAM SHEAR TAB CONNECTION <br />PER DETAIL 6/SG.8, TYP OF 4 <br />ROD BRACING TO BEAM <br />PER DETAIL 2/SG.9 <br />ROD BRACING BRACED <br />FRAME PER DETAIL <br />1/SG.9 <br />ROD BRACING BRACED <br />FRAME PER DETAIL <br />1/SG.9 <br />MU <br />L <br />L <br />E <br />R <br /> <br />C <br />O <br />M <br />P <br />A <br />N <br />Y <br />26 <br />7 <br />7 <br /> <br />N <br />. <br /> <br />M <br />A <br />I <br />N <br /> <br />S <br />T <br />. <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />07 <br />/ <br />1 <br />8 <br />/ <br />2 <br />0 <br />2 <br />2 <br /> <br /> <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br /># <br />1 <br /> <br />S <br />E <br />T <br />MA <br />I <br />N <br /> <br />S <br />T <br />. <br /> <br />T <br />O <br />W <br />N <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br />PH <br />O <br />N <br />E <br />: <br /> <br />( <br />7 <br />6 <br />0 <br />) <br /> <br />5 <br />6 <br />5 <br />- <br />7 <br />2 <br />8 <br />0 <br />20 <br />0 <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br />S <br />I <br />D <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />2 <br />0 <br />0 <br />SC <br />H <br />E <br />N <br />E <br />C <br />T <br />A <br />D <br />Y <br />, <br /> <br />N <br />Y <br /> <br />1 <br />2 <br />3 <br />0 <br />5 <br />(5 <br />1 <br />8 <br />) <br /> <br />9 <br />4 <br />9 <br />- <br />0 <br />1 <br />6 <br />5 <br />10 <br />3 <br />6 <br />0 <br /> <br />C <br />A <br />R <br />E <br />Y <br /> <br />D <br />R <br />. <br />GR <br />A <br />S <br />S <br /> <br />V <br />A <br />L <br />L <br />E <br />Y <br />, <br /> <br />C <br />A <br /> <br />9 <br />5 <br />9 <br />4 <br />5 <br />(5 <br />3 <br />0 <br />) <br /> <br />8 <br />3 <br />8 <br />- <br />5 <br />3 <br />5 <br />8 <br />SG.1ANCHOR PLAN <br /> <br />1 ANCHOR PLAN <br />1" = 12' <br />W21x101 JACK BEAM <br />W10x19 TIE BEAM <br />E <br />1 <br />D <br />C <br />A <br />NOTES: <br />1. ATTACHMENT POINTS SHOULD BE THOROUGHLY SCANNED FOR REINFORCING <br />BARS AND TENDONS IN SLAB, COLUMNS AND BEAMS PRIOR TO FABRICATING <br />COLUMNS AND BASE PLATES TO VERIFY THAT ANCHOR BOLTS WILL NOT <br />INTERFERE WITH REINFORCING. <br />2. SEE FULL FRAME LINE ELEVATION VIEWS IN LATER SHEETS. <br />2 3 4 5 6 7 8 9 10 11 12 13 14 15 <br />F <br />W21x44 BEAM <br />W21x101 JACK BEAM <br />W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM <br />W10x19 TIE BEAM W10x19 TIE BEAM <br />W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM <br />W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM <br />B <br />W10x19 TIE BEAM <br />N <br />W10x19 TIE BEAM <br />W10x19 TIE BEAM <br />A.9 <br />W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM <br />W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM W10x19 TIE BEAM <br />8/8/2022, 8:27:51 PM <br />2677 N Main St - <br />101110159-60 & <br />20175958-5902/07/23