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In <br />z2L <br />83" <br />4a as <br />8'—9" WP/wp <br />A 2 1 08A TRUSS T­4 BRACES <br />NO SPLICE ALLOWED PER NOTE 1/E326 <br />G/E409 <br />69-61-1-" WP/WP <br />6 <br />A2 108B TRUSS T-4 BRACES <br />NO SPLICE ALLOWED PER NOTE 1/E326 <br />2&4/E409 <br />8'— 101" WP/WP <br />1 108M TRUSS T-3 BRACES <br />NO SPLICE ALLOWED PER NOTE I/E326 <br />D/E325 <br />A <br />2 <br />A <br />m <br />< <br />PLaa P108—/ -2 <br />2 41 <br />1 108P BRACE CONN. PLATE <br />1-108M to W8x28 TRUSS DIAGONAL <br />D/E325 <br />NO PAINT <br />A <br />2 <br />V-09" <br />16 — <br />6� 3' <br />4 <br />�PL as t1108 <br />108T BRACE CONN. PLATE <br />1-108N TO W5X16 TRUSS DIAGONAL_ <br />C/E406 <br />NO PAINT 0 <br />10 LE <br />mm <br />STRUCTURAL <br />TOLERANCES <br />LL_ <br />C-) <br />LLJ <br />0'-0" TO 30'-0": <br />+-1/16" <br />Q_ <br />> 30'-09,: <br />± 1 /8" <br />LLJ <br />ANGLES: <br />± I .0' <br />I <br />DRILLED HOLES: <br />+ 1132" <br />0 <br />A2 <br />kh'A <br />r, <br />SURFACE FINISHES <br />t1IACHINING <br />TOLERANCES <br />PRECISION PARTS <br />3 <br />X.X <br />±.030" <br />REAM, SHAFTS: <br />6y <br />XYX <br />±.01 0" <br />x.xxx <br />±,005" <br />TURN, MILL, BORE: <br />12 / <br />X.){XXX <br />±.001 0" <br />CLIP, CUT, TRIM <br />2 5/ <br />ANGLES <br />±0.02' <br />A <br />4 <br />®R <br />2 <br />2 OICO <br />5" <br />\—PL 2aa c108 PL d108 <br />2 108C BRACE CONN. PLATE A <br />2 108D BRACE CONN. PLATE <br />2­108A TO WBX24 TRUSS DIAGONAL—G/E409 2-108A TO WBX35 TRUSS POST---G/E409 <br />G//E409 NO PAINT <br />NO PAINT <br />1034 1, <br />m 51, 6 <br />< ZL 318 4y' <br />0 <br />PL f108 <br />A 2 — 108E BRACE CONN. PLATE <br />2-10813 TO W5X16 TRUSS DIAGONAL <br />J/E409 <br />NO PAINT <br />1 <br />�2" h 108 <br />9 108H BRACE CONN. PLATE <br />K/E409 T3 & T4 <br />NO PAINT <br />SHOP —NOTE- <br />108H IDENTICAL TO 101V <br />5'--- 51-�" WP/WP <br />1 08N TRUSS T-3 BRACES <br />NO SPI kC'E ALL.OWED PER NOTE 1/E326 <br />-Z&" -z!,_- / -,I n 6 <br />N (_) PAIN! T <br />1\ <br />L6_�L_ <br />1 0 1 " <br />4 <br />4 <br />JC5 as <br />PL 2 9108-J A2 <br />_4q <br />A 2 108G BRACE CONN. PLATE <br />2­10813 TO W8X35 TRUSS POST—K/E409 <br />NO PAINT <br />2 k108 <br />MARK <br />ZONE <br />QTY BILL OF MATERIAL <br />SHIP <br />QTY <br />MARK <br />2 108A <br />PIECE <br />MARK <br />TYPE <br />DESCRIPTION <br />LENGTH <br />WEIGHT <br />MATERIAL <br />GRADE <br />FT <br />IN <br />LB <br />W <br />EXISTING TRUSS BRACE <br />184 <br />2 <br />0108 <br />HSS <br />5.00OX.250 <br />7 <br />3 1/8 <br />184 <br />A500-GR 8 <br />2 1088 <br />W <br />EXISTING TRUSS BRACE <br />115 <br />2 <br />5108 <br />HSS <br />5.00OX.250 <br />4 <br />6 3/16 <br />115 <br />A500—GR B <br />2 108C <br />W <br />BRACE CONN. PLATE <br />15 <br />/2\ 2 <br />C108 <br />PL <br />1/2X7-1/16 <br />7 1/4 <br />15 <br />A572 GR 50 <br />2 108D <br />W <br />BRACE CONN. PLATE <br />is <br />2 <br />d108 <br />PL <br />1/2X7-1/16 <br />8 3/4 <br />18 <br />A572—GR 50 <br />2 108F <br />A2 2 <br />MI <br />BRACE CONN. PLATE <br />18 <br />f108 <br />PL 11/2X6 <br />I vur 5*/4 <br />IIA572—GR 50 <br />2 108G <br />ml <br />BRACE CONN. PLATE <br />21 <br />— <br />2 <br />ZL <br />9108 <br />PL <br />1/2X7-1/16 <br />10 1/4 <br />21 <br />A572-GR 50 <br />L9 108H <br />W <br />BRACE CONN. PLATE <br />92 <br />9 <br />h108 <br />PL <br />1/2X6 <br />1 <br />0 <br />92 <br />A572-GR 50 <br />A3 108K <br />W <br />BRACE CONN. PLATE <br />31 <br />3 <br />k108 <br />PL <br />1/2X6 <br />1 <br />0 <br />31 <br />A572-GR 50 <br />1 108M <br />ml <br />EXISTING TRUSS BRACE <br />68 <br />1 <br />m108 <br />HSS <br />4X4X. 1875 <br />7 <br />2 5/8 <br />68 <br />A500-CR B <br />1 108N <br />MI <br />EXISTING TRUSS BRACE <br />31 <br />n108 <br />HSS <br />4X4X. 1875 <br />3 <br />4 1/16 <br />31 <br />A500-GR B <br />1 108P <br />A1 <br />P108 <br />ml <br />PL <br />BRACE CONN. PLATE <br />1/2X7-1/16 <br />8 3/4 <br />9 <br />9 <br />A572-GR 50 <br />1 108T <br />ml <br />BRACE CONN, PLATE <br />11 <br />A2 I <br />t1O8 <br />PL <br />I /2X 6 <br />1 <br />0 9/16 <br />11 <br />A572-GR 50 <br />A\ <br />1 108V <br />m i <br />iBRACE CONN. PLATE <br />9 <br />V108 <br />PL <br />11/2X7-1/16 <br />8 13/16 <br />9 <br />A572-GR 50 <br />A1 <br />2 <br />1 ostAf <br />W <br />BRACE CONN. PLATE <br />1 <br />10 <br />wl08 <br />PL <br />/2X7-1/1 - 6 <br />10 1/4 <br />10 <br />A572-GR 50 <br />All 3 108K BRACE CONN. PLATE <br />E409 T3 & T4 A <br />2 <br />NO PAINT- <br />1 Oil' <br />T. 3 4 <br />81j" <br />11 1, 5PP <br />2 <br />Ife., <br />�ZE <br />N <br />D <br />/8 <br />SECTION D <br />F <br />uauxa A2 <br />PL' W108—/ <br />2 <br />A 1 108W BRACE CONN. PLATE <br />VVJIIX35 TRUSS POST—D/E406 <br />> DO NOT PAINT - <br />AS '",kil F1 NI81,52- <br />If CONTROL BOLTS COME <br />COMPLETE WITH A563 DH HEAVY HEX NUT <br />AND F436 TYPE I FLAT WASHER. <br />PL V1 08 X 8 <br />A 1 108V BRACE CONN. PLATE <br />I-108M TO W8X35 TRUSS POST—D/E325 <br />NO PAINT <br />NOTE: <br />BRACING AND PLATES ON THIS DRAWING <br />ADDED BY RFI 588, 607 608 8c 635 <br />16 <br />12A1 <br />8 1/4 <br />SECTION B <br />12 00 <br />190. jig <br />1-2 2 <br />12 0 12 <br />SECTION F <br />4 2 <br />1" A <br />12 <br />5 3/4 <br />SECTION H <br />REMARKS <br />12 <br />A 9 5/16 <br />SECTION C <br />A2 sa <br />12 <br />LIQ <br />9 <br />SECTION G <br />45 HS'Y 7/8 2-1/4 LEJEUNE TC BOLT 2 DUNE 24/20 TO SUIT JUKE 10 MARK-UPS <br />�" <br />HEAVY HEX, PLAI6N <br />MAY 7/20 <br />TO SUIT SUB. 05120-3-1 <br />RFI 635 <br />QTY <br />TYPE <br />SIZE <br />LENGTH. <br />GRADE <br />REMARKS & <br />, <br />JAN 24/20 <br />' <br />SHOP ISSUE <br />NET FIELD BOLTS <br />D I ATE <br />DESCRIPTION <br />MATERIAL: AS NOTED <br />STANDARD <br />STEEL FABRBCATW CO. <br />FINISH: SHOP PRIMER ON HSS U/N <br />8155 FIRST AVENUE SOUTH, SEATTLE, WA., 98109 <br />---- <br />PHONE: (206) 767-3314 <br />HOLES: 15/16 U/N <br />I <br />WELD: <br />BEING <br />BUILDING 45-001 <br />REF.DRAWING: E325 E328 E409 <br />PROJECT: <br />G1 STRUCTURAL VERTICAL UPGRADES <br />VERIFICATION <br />OF DIMENSIONS, <br />S325 rev. Al, S326 rev. Al <br />S409 rev. A <br />TITLE: TRUSS T-3 <br />:X Is <br />& T-4 VERTICAL BRACES & IL <br />DETAILS, ETC... <br />ARE REQUESTED <br />CONTRACTOR: <br />WHERE <br />INDICATED. <br />DRAWN: IRS <br />CHK: FC <br />EACH REQUEST <br />FOR VERIFICATION <br />ARCHITECT: <br />WILL BE ASSUMED <br />CORRECT <br />PROJECT NO. <br />DRAWING NO. SHEET NO. I <br />� A <br />UNLESS NOTED <br />OTHERWISE. <br />RETAILER: WEST COAST DRAFTING <br />2,32219 <br />108 1 OF 1 2 <br />