Laserfiche WebLink
FINISHED COLUMN <br />END SURFACE <br />ANCHOR ROD <br />FINISH BASE PLATE FOR PLATE <br />THICKNESS 2" OR LESS; <br />PRESS OR MILL BASE PLATE FOR <br />THICKNESS 2" - 4"; AND MILL BASE <br />PLATE FOR THICKNESS GREATER <br />THAN 4"NON-SHRINK <br />GROUT <br />CL <br />COLUMN <br />ELEVATION <br />t <br />NOTES: <br />1. SEE DETAILS FOR BASE PLATE SIZE, ORIENTATION AND THICKNESS <br />2. BASE PLATE THICKNESS SHOWN PER DETAILS IS A MINIMUM. <br />DIMENSION AFTER ALL MILLING IS COMPLETED <br />3. COLUMN STABILITY DURING ERECTION IS RESPONSIBILITY OF CONTRACTOR <br />4. SEE ANCHOR ROD SCHEDULE AND TYPICAL ANCHOR ROD DETAIL FOR <br /> ADDITIONAL INFORMATION <br />5. CONTRACTOR'S OPTION TO FIELD WELD COLUMNS TO BASEPLATES FOR HEAVY <br /> BASEPLATES <br />T/CONCRETE <br />EL SEE PLANS, DETAILS, <br />OR SCHEDULES <br />CL <br />COLUMN <br />CL <br />COLUMN <br />TYPICAL RESIDENTIAL COL BASE PL (UON) <br />(1 <br />' <br />- <br />6 <br />" <br /> <br />@ <br /> <br />H <br />S <br />S <br />1 <br />4 <br />) <br /> <br />1 <br />' <br />- <br />0 <br />" <br /> <br />T <br />Y <br />P <br />EQ <br /> <br />E <br />Q <br /> 1'-0" <br />EQ EQ <br />0' - 5 1/32" <br />2" <br />1/4 <br />(4)-3/4" DIAMETER A.R. <br />x 12" EMBED UON <br />BASE PL 3/4" U.O.N. <br />2" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />4" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />CO <br />V <br />E <br />R <br />T/CONCRETE <br />EL SEE PLANS, DETAILS <br />OR SCHEDULES <br />FULLY TIGHTENED DOUBLE NUTS <br />OR HEX BOLT HEAD <br />MINIMUM EMBEDMENT LENGTH <br />PER ANCHOR ROD SCHEDULE / <br />COLUMN SCHEDULE <br />NOMINAL GROUT THICKNESS <br />PER SCHEDULE A <br />HEAVY HEX NUT <br />SQUARE OR ROUND PLATE <br />WASHER WITH STANDARD HOLE <br />SIZE AND THICKNESS PER <br />SCHEDULE A <br />MINIMUM ANCHOR ROD PROJECTION <br />ABOVE BASE PLATE PER SCHEDULE ATHREAD LENGTH <br />BASE PLATE W/ OVERSIZED <br />HOLE, PER SCHEDULE A <br />MIN PROJ <br />ABOVE <br />BASE PL <br />MIN <br />WASHER <br />t <br />MIN <br />WASHER <br />SIZE <br />BASE PL <br />HOLE DIA <br />ANCHOR <br />ROD <br />DIAMETER <br />SCHEDULE A <br />NOMINAL <br />GROUT <br />THICKNESS <br />ANCHOR ROD PER ANCHOR ROD <br />SCHEDULE / COLUMN SCHEDULE <br />BOTTOM OF CONCRETE <br />BOTTOM OF BASE PLATE <br />SETTING NUT AND PLATE WASHER <br />(1/2" MINIMUM WASHER THICKNESS) <br />OR SHIM STACK AT CONTRACTOR'S <br />OPTION / COORDINATION <br />1' - 2 <br />3 <br />/ <br />4 <br />" <br />0' - 4 <br />" <br />0' - 5 <br />1 <br />/ <br />2 <br />" <br />0' - 3 <br />3 <br />/ <br />4 <br />" <br />1' - 1 <br />1 <br /> <br />5 <br />/ <br />1 <br />6 <br />" <br />3/4" 1" 2" 1/4" 3" 2" <br />1" 1-1/4" 3" 3/8" 3-1/2" 2" <br />1-1/4" 3" 1/2" 4" 3" <br />1-1/2" 3-1/2" 1/2" 4" 3" <br />1-3/4" 2" 4" 3/4" 5" 3" <br />2" 2-1/4" 5" 3/4" 5" 4" <br />2-1/2" 2-3/4" 5-1/2" 1" 5-1/2" 4" <br />0' - 2 <br /> <br />1 <br />/ <br />2 <br />" <br />1-1/2" <br />1-3/4" <br />T/BUILT-UP <br />SLAB <br />CL <br />COLUMN <br />HSS COLUMN <br />PER PLAN <br />B COLUMN BASE AT BUILT-UP SLAB <br />T/SLAB <br />TYP <br />4" MIN <br />CO <br />L <br /> <br />S <br />C <br />H <br />E <br />D <br />EM <br />B <br />E <br />D <br /> <br />P <br />E <br />R <br />CONC <br />PEDESTAL <br />#4 TIES @ 4" OC <br />STRUCTURAL FOAM <br />WHERE OCCURS <br />PER PLAN <br />#5 Z-BAR DOWEL @ 8" OC <br />(MIN 8 TOTAL) <br />ROD SCHED <br />GR <br />O <br />U <br />T <br /> <br />P <br />E <br />R <br />AN <br />C <br />H <br />O <br />R <br />NOT TO SCALE <br />TYPICAL BASE PLATE DETAIL3 <br />NOT TO SCALE8TYPICAL ANCHOR ROD DETAIL <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 3:34:23 PM <br />R1.S7.10 <br />TYPICAL STEEL DETAILS <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25