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u <br />HIGH STEEL FRAMING PLAN <br />SCALE:1/8"=1'-0" <br />REF: <br />u <br />m m <br />p B3 p <br />S502-17 C#4 <br />4'-3Y" 6'-4Y" a _m <br />4'-3Y," <br />m <br />B3 p B3 <br />A AL <br />B4 <br />'Q� <br />S5C <br />1,?, <br />C-4 <br />N <br />N T-4 <br />T-3 <br />0 <br />6,Q j <br />N C <br />� m ' <br />� o iv <br />i <br />y°` o <br />—N T-1 <br />TOWER INTERMEDIATE <br />2 STEEL FRAMING PLAN <br />SCALE:118"=l'-0" <br />REF: <br />10'-8" <br />C-4 <br />in <br />N <br />—.% <br />v---% <br />T-4 <br />0 <br />CV <br />7 T-3 <br />n <br />ao <br />n <br />o <br />iv <br />T-2 <br />— <br />0 <br />—`V <br />T-1 <br />14FAMC <br />T.O.S, <br />MARK <br />DESIGNATION <br />NOTES <br />B1 <br />W10X22 <br />DECK <br />BRG. <br />B2 <br />W16X26 <br />14'-5 3/4" <br />TOWER STEEL LOWER FRAMING <br />A.F.F. <br />B3 <br />W16X26 <br />22-8 <br />TRUSS BRG. <br />A.F.F. <br />B4 <br />W16X26 <br />23-2 <br />TOWER INTERMEDIATE STEEL FRAMING <br />A.F.F. <br />B5 <br />W16X26 <br />32'_01, <br />TOWER HIGH STEEL FRAMING <br />A.F.F. <br />B6 <br />W16X26 <br />JST <br />BRG. <br />B7 <br />W18X40 <br />JST <br />BRG. <br />B8 <br />W21X44 <br />JST <br />BRG. <br />B9 <br />W21X44 <br />DECK <br />BRG. <br />B10 <br />W21X57 <br />DECK <br />BRG. <br />JST <br />Bll <br />W24X55 <br />JST <br />B12 <br />W27X84 <br />BRG. <br />B13 <br />W30X108 <br />JST 1 <br />BRG. <br />B14 <br />HSS4X4X1/4 <br />1 F <br />STORE FRONT ENTRY VESTIBULE <br />B15 <br />HSS6X6X1/4 <br />STORE FRONT WIND GIRT <br />B16 <br />HSS6X6X1/4 <br />12-0 <br />) <br />STORE FRONT STEEL LOWER FRAMING <br />A.F.F. <br />I <br />v <br />TRUSS SYSTEM STEEL <br />SUPPORT BELOW <br />ANCHORAGE OF LIGHT GAUGE <br />METAL TRUSS SYSTEM BY SYSTEM <br />SUPPLIER <br />ARArP..q <br />MARK <br />DESIGNATION <br />FROM <br />TO <br />NOTES <br />BR1 <br />HSS6X6X1/4" <br />WF BEAM I <br />HSS COL. <br />WF BEAM <br />CENTER <br />K-BRACING <br />BR2 <br />HSS5X5X1/4" <br />WF BEAM <br />CENTER <br />WF BEAM <br />CENTER <br />HORIZONTAL -BRACING <br />6" 2'-10" 101-8" <br />16'4' <br />oo <br />T. T-C T-B T-A <br />E <br />.W <br />U <br />U <br />W'. <br />01 <br />CL <br />0'. <br />"' <br />(D <br />NW <br />C <br />U_(JuM <br />•�I U co C <br />�I-0 J 0 <br />w <br />LL <br />cu cu <br />E.ILL <br />� <br />fl.N <br />�L,N E > <br />Lu <br />M I-- fA <br />U <br />cn <br />0 <br />E <br />E', <br />0 <br />U <br />0 M <br />N� <br />Cu L <br />Uod0 <br />Lu <br />V oo <br />U <br />uj <br />iN <br />� N 0. <br />mYN <br />IX <br />VZ/ <br />C� <br />Z <br />W <br />J <br />H <br />H <br />w L.L <br />W <br />U) <br />O <br />tN <br />I <br />Z <br />O <br />� <br />m <br />� <br />~ <br />w <br />co <br />w <br />z <br />o <br />0- <br />ml I <br />OI <br />O <br />O <br />N <br />W <br />C7 <br />co <br />4= <br />cl <br />cl <br />w <br />m� <br />m� <br />m� <br />C,4 <br />N <br />N <br />Ir <br />O <br />co <br />Z <br />m <br />o <br />N <br />0(J,� <br />co <br />Yof <br />CD <br />N <br />UJ <br />fV <br />o <br />m <br />O <br />H <br />W <br />f) MANSARD ROOF FRAMING <br />JSCALE:1/8"=1'-0" <br />REF: <br />onw <br />4 TOWER HIGH STEEL FRAMING PLAN <br />SCALE:1/8"=1'-0" <br />REF: <br />MAL <br />5 TOWER ROOF FRAMING PLAN <br />SCALE:1/8"44" <br />REF: <br />ml <br />S104 <br />