Laserfiche WebLink
A <br />A <br />W-BEAM <br />HSS XxYxZ <br />SPREADER BEAM <br />SEE PLAN <br />5/16" <br />TYP AT <br />EA ANGLE <br />3/4" DIA THRU BOLT <br />FINGER TIGHTEN NUT <br />AND DAMAGE THREADS <br />HSS GUIDE RAIL SUPPORT POST <br />SEE PLAN <br />L7x3x1/2 LLV WITH 13/16" DIA x 3" LONG <br />SLOTTED HOLES IN ANGLE STD HOLES <br />IN HSS POST (TYPICAL NS AND FS) <br />5/16" <br />TYP AT <br />EA ANGLE <br />T/ POST AT <br />W-BEAM BEAM <br />T/ POST AT HSS <br />SPREADER BEAM <br />X <br />Y1 <br />1 <br />/ <br />2 <br />" <br />C <br />L <br />R <br />10" MAX <br />3" MIN <br />.. <br />1 <br />1 <br />/ <br />2 <br />" <br />C <br />L <br />R <br />10" MAX <br />3" MIN <br />5/16" <br />TYP AT <br />EA ANGLE <br />3/4" DIA THRU BOLT <br />FINGER TIGHTEN NUT <br />AND DAMAGE THREADS <br />HSS GUIDE RAIL SUPPORT POST <br />SEE PLAN <br />(2) 7" TALL X 1/2" THICK PLATES <br />WITH 13/16" DIA x 3" LONG <br />SLOTTED HOLES IN PLATE STD HOLES <br />IN HSS POST (TYPICAL NS AND FS)B/ POST AT <br />CONCRETE SLAB <br />. <br />TYP <br />1/2"CL <br />R <br />1 <br />1 <br />/ <br />2 <br />" <br />PER PLAN <br />T/SLAB <br />1/43 SIDES <br />T/ POST AT <br />CONCRETE SLAB <br />PER PLAN <br />T/SLAB <br />TY <br />P <br />2" <br />TYP <br />6" <br />(4) 5/8" DIAMETER X 6" <br />LONG EPOXY DOWELS <br />(FOR POST-INSTALLED <br />ANCHORS) <br />TYP <br />6" <br />TY <br />P <br />2" <br />3/4" THICK EMBED BENT PLATE WITH (4) <br />3/4" DIA X 8" LONG HEADED ANCHOR <br />STUDS (FOR CAST-IN-ANCHORS) EXTEND <br />EMBED PLATE 3" BEYOND EDGE OF <br />GUIDE RAIL COL EACH SIDE (+6" TOTAL). <br />SEE 2/R1.S7.04 FOR GUIDERAIL SCHED. <br />(4) 5/8" DIAMETER X 6" <br />LONG EPOXY DOWELS <br />(FOR POST-INSTALLED <br />ANCHORS) <br />C <br />3/4" THICK EMBED BENT PLATE WITH (4) <br />3/4" DIA X 8" LONG HEADED ANCHOR <br />STUDS (FOR CAST-IN-ANCHORS) EXTEND <br />EMBED PLATE 3" BEYOND EDGE OF <br />GUIDE RAIL COL EACH SIDE (+6" TOTAL). <br />SEE 2/R1.S7.04 FOR GUIDERAIL SCHED. <br />C <br />PER <br />MANUFACTURER <br />EACH END <br />PER <br />MANUFACTURER <br />EACH END <br />HSS GUIDE <br />RAIL SUPPORT <br />SEE SCHED <br />L3x3x3/8x1'-2" OR <br />AS DESIGNED BY MANUFACTURER <br />RAIL CLIPS PER MANUFACTURER <br />SEE <br />GUIDE RAIL PER MANUFACTURER <br />SEE <br />A PLAN <br />GUIDE RAIL PER <br />MANUFACTURER <br />L3 1/2x3x3/8x1'-6" (LLH) <br />OR AS DESIGNED <br />BY MANUFACTURER <br />CL <br />1C <br />- <br />1 <br />- <br />NOTE: <br />1. CONTRACTOR TO COORDINATE CONNECTION WITH ELEV MFR <br />2. AT LOCATIONS WHERE GUIDERAIL OR COUNTERWEIGHT IS ADJACENT TO THE <br />CONCRETE CORE WALL, PROVIDE 12X12X1/2" EMBED PL W/ (4) 3/4" DIA x 8" LONG <br />WELDED HEADED STUDS AT EA GUIDERAIL SUPPORT POINT, PER ELEV MFR. HEADED <br />STUDS SHALL HAVE 2" MIN EDGE DISTANCE <br />ELEV MFR <br />SP <br />A <br />C <br />I <br />N <br />G <br /> <br />P <br />E <br />R <br />12X12X1/2" EMBED PL W/ (4) <br />3/4" DIA X 6" LONG WELDED <br />HEADED STUDS <br />HSS5X5X3/8 <br />L6X4X1/2 <br />1/4HSS AND <br />(12" MAX) <br />7" <br />M <br />I <br />N <br />ANGLE TO PL <br />1/4" CAP PL <br />CONC SLAB (12" THK) <br />COORD LOCATION WITH ELEV MFR <br />PRIOR TO INSTALL <br />3/8" SHEAR PL PER <br />(12" MAX) <br />7" <br />M <br />I <br />N <br />CONC WALL OR BEAM <br />EMBED AND SHEAR PL <br />PER <br />MIN <br />1'-0" <br />4 <br />R1.S7.01 <br />BOLTED CONN <br />PER 1 <br />R1.S7.01 <br />WT5X22.5 HSS5X5X1/4 <br />UON PER PLAN <br />(2) L6X3X1/4 W/ VERT LONG <br />SLOTTED HOLE <br />SHEAR PL PER 4 <br />R1.S7.01 <br />C STEEL BEAM <br />D STEEL COLUMN <br />A CONC BEAM OR WALL <br />B CONC SLAB <br />ROOF OR FLOOR <br />SLAB PER PLAN <br />MACHINE BEAM <br />PER ELEV MFR <br />ROOF OR FLOOR DECK PER PLAN <br />SHEAR PL PER <br />SIM, WITH FULL HT STIFF PL <br />CJP WEB & FLANGES <br />MACHINE BM BELOW <br />SUPPORT STEEL <br />MACHINE BM ALIGNED <br />WITH SUPPORT STEEL <br />MACHINE BEAM <br />PER ELEV MFR <br />KNIFE PL <br />ROOF OR FLOOR <br />DECK PER PLAN <br />3/4" MB <br />1/4 <br />1 <br />R1.S7.01 <br />11 <br />R1.S7.03 <br />12 <br />R1.S7.03 <br />1 <br />1 <br />/ <br />2 <br />" <br />9" <br />1 <br />1 <br />/ <br />2 <br />" <br />GAP <br />1/2" <br />5" <br />1/4TYP <br />PL 5/8"X5"X8" EA SIDE <br />PLAN <br />EQ <br /> <br />E <br />Q <br />EQ <br />PLAN <br />PE <br />R <br />HSS BEAM PER PLAN <br />PL 5/8"X8"X1'-0" W/ (4)-1/2" <br />DIA X 6" LONG HEADED <br />SHEAR STUDS <br />SLAB REINF PER PLAN <br />HOOK BOT REINF <br />SECTION <br />SB PER PLAN <br />L3x3x3/8 (L=7") <br />CENTERED ON <br />EMBED PL <br />3/8"x3 1/2"x5" PL <br />A572 GR50 EA FACE <br />OF SB <br />SEE PLAN <br />CONCRETE WALL <br />1/4 <br />1/43 SIDES <br />TYP <br />1/4 <br />EA SIDE <br />TYP <br />12"X16"X1/2" EMBED PL <br />A572 GR50 W/(6)-1/2" DIA <br />HEADED STUDS (L=5) <br />WALL VERT AND <br />HORIZ BARS <br />PER PLAN <br />. <br />1'-0" <br />2"TYP 1/4 <br />PL PER ELEVATION <br />L3x3 PER ELEV1/4 <br />1/4 <br />A SECTION <br />GUIDE RAIL SUPPORT SCHEDULE <br />MAX SPAN GUIDE RAIL SUPPORT COMMENTS <br />13'-11" N/A VERIFY WITH ELEV MFR <br />MAX BRACKET SPACING = 4'-0" <br />FROM TOP OR BOTTOM OF <br />SLAB OR SPREADER BEAM <br />MAX BRACKET SPACING = 4'-0" <br />FROM TOP OR BOTTOM OF <br />SLAB OR SPREADER BEAM <br />(2) HSS8X4X1/216'-0" <br />(2) HSS12X4X5/821'-0" <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />As indicated <br />11/19/2024 3:34:16 PM <br />R1.S7.04 <br />TYPICAL STEEL DETAILS <br />S21043.00 <br />1" = 1'-0" <br />TYPICAL CONNECTION FOR GUIDE RAIL SUPPORT POST4NOT TO SCALE <br />GUIDE RAIL CONN TO HSS SUPPORT 3 <br />SCALE: 1" = 1'-0"11 ELEVATOR MACHINE BEAM CONN <br />SCALE: 1" = 1'-0"2 TYPICAL SPREADER BEAM AT SLAB OPENING <br />SCALE: 1" = 1'-0"10 TYPICAL SB WALL/BEAM EMBED CONNECTION <br />1 12.10.2021 REISSUE FOR PLAN CHECK <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />C 09.27.2024 REISSUE FOR PLAN CHECK <br />C <br />C <br />1/7/25