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STEEL FRAME ELEVAT14 <br />3/8"= I' -O" <br />146`0 HOLES FOR NAILER BOLTINS,- <br />24"o.c. 5TA&&ERED SIDE BUT <br />PLACE 2 51DE-BY-51DE AT 4" <br />FROM EN05 OF BEAMS. <br />WBxeSI BEAM <br />FULL HEI&HT <br />STIFFENER PLATES, <br />NS+F5 Vi"THICK, <br />3%" WIDE. <br />W8x31 COLUMN <br />BASE PLATE 9/" <br />x 8" x 8" W/2- <br />1 '(1) HOLES <br />DETAIL <br />4" 4" <br />O <br />21.. <br />2 <br />2�n <br />O <br />eta <br />STEEL FRAME <br />1 1/2"=1'-0" <br />`_. <br />SRIND BOTTOM <br />ED&E5 OF <br />STIFFENERS <br />AND TOP OF <br />FLAN&E5 AS <br />SHOWN. <br />NOTES: <br />I. STEEL BEAMS AND COLUMNS AND .JOINT <br />STIFFENER PLATES SHALL BE 50 ksI STEEL. <br />USE AV72 SR. 50 OR A492 &R. 50. <br />2. WELDS MAY BE EITHER SHOP OF FIELD <br />MADE, HOAL-vrER ALL WELD5 SHALL BE PER <br />AV45 STANDARDS AND PER APPROVED <br />WELD PROCEDURE SPECIFICATIONS. <br />SECURE EACH COLUMN <br />NV2- %"P ANCHOR <br />BOLTS EMBED 12". <br />FIXINS NUTS <br />LEVELING NUTS <br />2" SOLID &ROUT. <br />m <br />TOP OF <br />SLAB <br />�i m <br />in <br />4'-0" <br />4'-O" <br />TYF. <br />0 <br />f &AP, fy'a <br />Ad- <br />TOP <br />L <br />TYPICAL SECTION <br />3/4"=1'-0" <br />TOP PLANE: T5 5x5x !4 LAID OUT ON A <br />48" CENTER TO CENTER BRIO <br />BOTTOM PLANE: T5 5x3x!4 LAID OUT <br />ON A 48" CENTER TO CENTER 6RI12. <br />OFF -SET HORIZONTALLY FROM TOP <br />PLANE 24" IN BOTH DIRECTIONS. OUTSIDE <br />DIMENSION5 OF BOTTOM PLANE WILL BE <br />48" LE -55 THAN TOP PLANE. <br />WEB MEMBERS: T516gx1�tx!/4. TYPICAL <br />CONNECTORS TO BUILDIN&, 5EE <br />CONNECTORS TO COLUMNS, SEE <br />E <br />PLAN VIEW — EAST SPACE TRUSS <br />1/4"=1'-0" <br />VIEW <br />Q <br />v <br />91 <br />in <br />m <br />M iSaimoma Avenue <br />SuiwC <br />Bann Rau G 95104 <br />T& (707)54-0704 <br />Fes (707)54-0066 <br />© copyright 2002 , VI <br />�� FR SS�OH� q <br />oe ETH yc <br />ti HU HES <br />SE 45 m <br />+%04 A <br />P <br />r�T OF C0L 1F0��\ <br />R <br />Structural Engineer <br />� �>rd�#= <br />L.67ame, Cd4Po:me 9x702 <br />Tab 925/2844M <br />Fm 925/2047492 <br />2002.017 <br />LMc <br />KH <br />7-3-2002 <br />F— <br />By <br />J <br />U <br />Q <br />LL <br />w <br />Q <br />O <br />0 <br />/mIlpapsm <br />cr <br />J <br />Q <br />1 <br />Q <br />FF-- <br />0 <br />0 <br />z <br />a <br />p <br />Z_ <br />LL <br />W <br />Q <br />W <br />Z <br />TOP PLANE: T5 5x5x !4 LAID OUT ON A <br />48" CENTER TO CENTER BRIO <br />BOTTOM PLANE: T5 5x3x!4 LAID OUT <br />ON A 48" CENTER TO CENTER 6RI12. <br />OFF -SET HORIZONTALLY FROM TOP <br />PLANE 24" IN BOTH DIRECTIONS. OUTSIDE <br />DIMENSION5 OF BOTTOM PLANE WILL BE <br />48" LE -55 THAN TOP PLANE. <br />WEB MEMBERS: T516gx1�tx!/4. TYPICAL <br />CONNECTORS TO BUILDIN&, 5EE <br />CONNECTORS TO COLUMNS, SEE <br />E <br />PLAN VIEW — EAST SPACE TRUSS <br />1/4"=1'-0" <br />VIEW <br />Q <br />v <br />91 <br />in <br />m <br />M iSaimoma Avenue <br />SuiwC <br />Bann Rau G 95104 <br />T& (707)54-0704 <br />Fes (707)54-0066 <br />© copyright 2002 , VI <br />�� FR SS�OH� q <br />oe ETH yc <br />ti HU HES <br />SE 45 m <br />+%04 A <br />P <br />r�T OF C0L 1F0��\ <br />R <br />Structural Engineer <br />� �>rd�#= <br />L.67ame, Cd4Po:me 9x702 <br />Tab 925/2844M <br />Fm 925/2047492 <br />Job No: <br />Drown By: <br />Cbeo"ea Br <br />Dote: <br />2002.017 <br />LMc <br />KH <br />7-3-2002 <br />F— <br />By <br />J <br />U <br />Q <br />LL <br />w <br />Q <br />O <br />0 <br />cr <br />J <br />Q <br />Q <br />FF-- <br />0 <br />0 <br />z <br />a <br />p <br />Z_ <br />LL <br />W <br />Q <br />W <br />Z <br />Job No: <br />Drown By: <br />Cbeo"ea Br <br />Dote: <br />2002.017 <br />LMc <br />KH <br />7-3-2002 <br />Revisions <br />By <br />sn N"mbar <br />S8 <br />8 ops <br />