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4 TRUSS 1 <br />F_ <br />TRUSS 'I <br />SYMM. <br />ABOUT <br />SLOPE PROFILE ONLY <br />< 51/16 " <br />4 <br />6" CONCRETE SLAB <br />1 -0 <br />5 O <br />0 1 BUSHING 104C <br />SCALE: NO SCALE <br />,(P.__) L L. I I / Z_ — I U DHOUI NOTE: I BUSHING TO GUIDE ANCHORS AT INIQTAI I ATIMI BUSHINGS TO PF-KAAINI <br />NOTE: INSTALL ANCHORS AS NOTED AT ALL HOLES. I <br />SEE SECTION A/ERFS5/E410, THIS SHEET 2. VERIFY HILTI HIT-LZR 3/4"0 ANCHORS WILL FIT. IF THERE IS A POTENTIAL FOR INTERFERENCE, <br />FOR ADDITIONAL CLARIFICATION. NOTE: ADJUST ID TOLERANCE SO MAX. HOLE DIA, IS +0.010 LARGER THAN MAX, ANCHOR DIA. <br />SKANSKA TO FIELD DRILL HOLES <br />(2) AT I '- 8 (2) AT 2'- 6 " (1) AT 4'-03 <br />NOTE: <br />FA <br />SKANSKA TO FIELD DRILL 104B - AS SHOWN, 104BB - OPP. HAND OR BORE HOLES IN PLATE PL1 /2"x6" <br />00.9375 +0.010/-0,000 TYP- <br />LL_ <br />BEAM <br />L-Lj <br />P1_1/2"x6"--,, <br />1040 <br />f-D <br />2 /4' <br />\-PL1 /2%16" -PL'I/Z9x627 <br />2 1 4 1--- - / , 3" 7 - <br />71 (3) AT 7 ;aAm (2� AT 1'-8" (2) AT 2'-6„ (1) AT 4'4'-0" <br />------------------- <br />NOTE: <br />104E AS SHOWN OR BORE <br />TO FIELD DRILL ISSS-WPS-D11- L�A 7 <br />A LAF-_ 104EE OPP. HAND OR BORE HOLES IN PLATE <br />WI`6x20 F UF6x20 ZL 00.937/5 +0.010/-0.000 TYR. 6" CONCRETE <br />104APF SHOWN/:z LLJ1FF OP. HAND SECTION (B� -I- M <br />NOTE: <br />1. NO <br />WELD <br />WITHIN -1" OF END OF FE <br />2 <br />1"X6" <br />2 <br />WELD <br />INSPECTION <br />AS FOLLOWS: <br />100% <br />VISUAL <br />TEST <br />ALL WELDS <br />100% <br />MT FOR <br />ALL <br />FILLET WELDS <br />100% <br />MT FOR <br />ALL <br />CJP WELDS WITH T <br />5 <br />OR- T, T-6 <br />100% <br />UT FOR <br />ALL <br />OTHER CJP WELDS <br />TRUSS 1 ///-6" CONCRETE SLAB <br />I I" <br />(3) AT 7 " <br />rE <br />o <br />_01 <br />0 - \--WF18x114(E) OR WF18x96 <br />104A <br />0 NEW PL3/8"x4"x1'-1" <br />BOTH SIDES (NS/FS) <br />1000 OR 2000; <br />1-5"x3 1/2"x3/8" MT 100% <br />AF AF-V, AF-OH <br />74 <br />LIT 100% <br />11070 OR 2070; A-V N CJP BETWEEN L(E) AND NEW PL ' )/8". <br />1/4 <br />45® <br />G <br />SECTION <br />SCALE: 1 1/2" = 17-077 <br />ERFS51 E41 0 <br />10 1/2" <br />�- TRUSS 1 <br />SEC-FION <br />SCALE: 1 1/2" = 1'-0" <br />w I N <br />SCALE: 1 1/2" -- V_0" <br />(REF) NOTE: CONCRETE NOT SHOWN FOR CLARITY <br />A) <br />(1 /8) <br />SSS- PS- 1-2170-OH 30' <br />1/4" <br />ROOT OPENING (MIN, <br />SYMM, <br />M <br />L LJ A <br />HILT! HIT-ZR ANCHOR 3/4"Ox6 1/2" <br />LONG, LENGTH CODE '1KPPINSTALL <br />-177, WITH HILTI HY200 TYPE A OR TYPE R <br />ADHESIVE, PER MANFACTUR ER'S <br />INSTRUCTIONS. EOR TO VERIFY <br />All <br />J, <br />NEW 1 PL1/2"---/ CLEAN -OUT OF HOLES <br />104B <br />TYP. ALONG LENGTH <br />8) 4-12 <br />is <br />30* T`(P. AT ENDS PER <br />SSS-WPS- D 11 -21 70-OH SEC. A, "PLATE END <br />(3/16) 6 WELD DETAIL" <br />SSS-WPS-D1 1 -2171 -OH 0 NOTE 1 <br />30 <br />SECTION <br />Ld <br />104D <br />TYNEW PI_1/2"___� <br />P.ZF 1 <br />CURB OF 6" CONCRETE SLAB NOTE 1 <br />HILTI HIT-ZR ANCHOR 3/4"Ox6 112" 1 8) ko <br />W2484- LONG, LENGTH CODE 'Y'. INSTALL ----------- 4 1/2- 30* <br />o.WITH HILTI HY200 TYPE A OR TYPE R (REF.) <br />ADHESIVE, PER MANFACTURER'S 10 1/2" <br />INICT01 IPTIONIQ �Y)D TOVERIFY <br />LL_ (REF.) <br />Ld SSS-WPS-D1 1 -2171 -OH CLEAN -OUT OF HOLES <br />,-W24x84 <br />NEW PL3/8"x4" <br />104A <br />A] L 6 <br />"PLATE END <br />SYM M. FF --I PER 11C, A, <br />< <br />WELD DETAIL" <br />0 <br />WEB OF WFI 8 30' <br />SECTION rF <br />GRIND FLUISH/FLAT FINISH �l V_0" <br />—EDGE OF 6" CONCRETE SLAB SCALE: 1 1/2 <br />r r <br />x3 1/2%3/8" ___' WF 1 8x77 NOTE: INS TALL ANCHORS AS NOTED AT ALL HOLES. <br />_zSl <br />A IJUNE 24/20 TO SUIT JUKE 10 MARK-UPS <br />NEW PL1/2"x8"x2'-6" NOTE: <br />104D AS SHOWN SKANSKA TO FIELD DRILL. <br />104DD OPP. HAND OR BORE HOLES IN PLATE <br />00.9375 +0.010/-0.000 Tylo. <br />D ETA II L <br />SCALE: 1 1/2" = 1' 0" LRFS51 E41 0 <br />SEE SECTION A, THIS SHEET, <br />FOR ADDITIONAL DETAILS <br />