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CONC HOUSEKEEPING PAD PER <br />CHILLER ANCHORAGE <br />PER <br />CHILLER PER MEP <br />HSS POST BASE <br />PER <br />1 <br />S2.01 <br />2 <br />S2.01 <br />8" CONC SLAB ON GRADE <br />o/ 4" CLEAN CRUSHED <br />ROCK w/ #4 @ 12"cc EW <br />MID-DEPTH <br />HSS POST <br />CONNECTION <br />PER TYP, <br />UNO <br />3 <br />S2.01 <br />4 <br />S2.01 <br />HSS POST BASE <br />PER 4 <br />S2.01 <br />CONC CURB <br />PER 3 <br />S2.01 <br />2 <br />MI <br />N <br />3' <br />- <br />6 <br />" <br />MIN <br />3'-2" <br />MI <br />N <br />1" <br /> <br />3 <br />' <br />- <br />4 <br />" <br />MI <br />N <br />1" <br />MIN <br />3" 1'-4" 1'-4" <br />MIN <br />3" <br />MA <br />X <br />78 <br />" <br />CG <br />MA <br />X <br />53 <br />" <br /> <br />( <br />+ <br />/ <br />- <br />) <br />DIST TYP <br />MIN <br />3" EDGE <br />ANCHORAGE PLAN <br />ELEVATION <br />CHILLER PER <br />MECHL <br />HOUSEKEEPING <br />PAD PER 1 <br />S2.01 <br />CHILLER <br />MAX WT = 1,000# <br />5 <br />(6) 9/16"Ø HOLES FOR <br />1/2"Ø HILTI KB-TZ2 SS <br />w/ 2" EFFECTIVE <br />EMBED <br />PROVIDE 2" SQ <br />WASHERS <br />400S250-54 TYP <br />L2x2x16GA x0'-2" <br />CLIP, ATTACH TO <br />MTL STUD CURB w/ <br />(2) #12 SMS EA LEG <br />1" MIN SPCG TYP <br />L2x2x16GA CLIP <br />PER ELEVATION <br />(4 PLCS) <br />NOTE: <br />ALL LIGHT-GAUGE STL <br />TO BE GALVANIZED. <br />USE TOUCH-UP <br />GALVANIZING PAINT <br />AT CUT EDGES OF ALL <br />LIGHT GAUGE STEEL. <br />SLAB ON <br />GRADE PER <br />PLAN <br />2 <br />HOUSEKEEPING PAD AS <br />REQD, SEE MECH/ELEC <br />DRAWINGS FOR <br />LOCATION AND EXTENT <br />#4 @ 18"CC TYP AT <br />PERIMETER <br />CONC SLAB ON GRADE <br />PER PLAN <br />#4 @ 12"CC EW <br />@ MID-DEPTH <br />OF PAD <br />#4 CONT <br />TYP <br />ROUGHEN TO 1/4'' <br />AMPLITUDE, <br />MONOLITHIC POUR <br />OPTIONAL <br />TYPICAL SLAB <br />REINFORCING <br />18" <br />SEE PLAN FOR <br />SUBGRADE <br />TYP <br /> <br />2" CLR <br />CHILLER ATTACHMENT <br />PER <br />ADDL DOWELS @ 18"CC NEAR <br />CL OF PAD WHEN LENGTH OR <br />WIDTH OF PAD EXCEEDS 10' <br />4" <br /> <br />T <br />Y <br />P <br />, <br /> <br />6 <br />" <br /> <br />M <br />A <br />X <br />PE <br />R <br /> <br />M <br />E <br />C <br />H <br />/ <br />E <br />L <br />E <br />C <br /> <br />3" MIN <br />COORD w/ EQUIP LAYOUT <br />DRILL & EPOXY #4 DOWEL w/ 2 1/2" <br />EMBED @ (E) SLAB CONDITION; <br />4" MIN SLAB THICKNESS <br />CL EQUIP <br />ATTACHMENT <br />2 <br />S2.01 <br />2 <br />THICKENED SLAB <br />EDGE; TYP <br />1' <br />- <br />0 <br />" <br />HSS5x5x1/4 SLEEVE (ASTM <br />A500, GRADE B) CENTERED <br />IN THICKENED SLAB; FILL <br />VOID w/ GROUT AFTER <br />POST INSTALLATION <br />SLAB ON GRADE <br />PER PLAN <br />HSS4x4x1/4 POST <br />SPACED @ 5'-0"CC MAX <br />FINISH GRADE <br />PER ARCH/CIVILPER SCH <br />LAP LENGTH <br />TY <br />P <br />1" <br /> <br />M <br />A <br />X <br />2" <br />4 <br />" <br />3" CLR <br />STD 90° HK <br />#4 @ 12"CC <br />(2 <br />) <br /> <br /># <br />4 <br />CO <br />N <br />T <br /> <br />T <br />& <br />B <br />1'-0" MIN <br />STD 90° HK; TYP <br />#4 DOWEL @ 12"CC <br />24" <br />A A <br />SECTION A-ASECTION A-A <br />(CORNER CONDITION) (TYPICAL CONDITION) <br />AT BOTT LOCATION, <br />WHERE LAP LENGTH DOES <br />NOT FIT, HOOK BARS UP <br />#4 T&B <br />PE <br />R <br /> <br />S <br />C <br />H <br />LA <br />P <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />PE <br />R <br /> <br />S <br />C <br />H <br />LA <br />P <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />PER SCH, UNO <br />LAP LENGTH <br />PER SCH, TYP <br />LAP LENGTH <br />#4 T&B @ EA POST <br />LAP <br />LA <br />P <br />TYP <br />1'-4" <br />MI <br />N <br />6" <br />NOTE: <br />FOR REINF TO HSS WELDS, SEE DETAIL .7/S2.01 <br />7' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />2" <br /> <br />C <br />L <br />R <br />3" <br /> <br />C <br />L <br />R <br />TYP <br />3" <br /> <br />C <br />L <br />R <br />20 GA MIN CAP <br />PLATE <br />#4 U-BAR T&B <br />@ EA POST <br />3/16 <br />CAP PL <br />TO HSS <br />CL <br />R <br />1 <br />1 <br />/ <br />2 <br />" <br />6" <br />6" <br />#3 VERT @ 18"CC <br />CONC CURB WHERE <br />OCCURS PER PLAN <br />#4 CONT @ CURB <br />0'-8" MINCL <br />HSS 2 <br />2 <br />2 <br />2 <br />CL <br />R <br />2" <br />D <br />D <br />D <br />D <br />D <br />D <br />END HOOKS & BENDS <br />FOR DEVELOPMENT OF <br />DEFORMED BARS <br />TIES & STIRRUPS <br />90°45° <br />180° <br />135° <br />90° <br />MINIMUM INSIDE BEND DIAMETER <br />D=6d FOR #3 THRU #8 <br />D=8d FOR #9 THRU #11 <br />D=10d FOR #14 THRU #18 <br />NOTE: <br />ALL HOOKS SHALL BE 90° OR 180° STANDARD <br />HOOKS UNLESS OTHERWISE SHOWN OR NOTED. <br />MINIMUM INSIDE BEND DIAMETER <br />D=4d FOR #3 THRU #5 <br />D=6d FOR #6 THRU #8 <br />12 <br />d <br />d <br />d <br />3" MIN6d <br />2 1/2" MIN <br />4d <br />3" <br /> <br />M <br />I <br />N <br />6d <br /> <br />F <br />O <br />R <br /> <br /># <br />5 <br /> <br />A <br />N <br />D <br /> <br />S <br />M <br />A <br />L <br />L <br />E <br />R <br />12 <br />d <br /> <br />F <br />O <br />R <br /> <br /># <br />6 <br />, <br /> <br />7 <br />, <br /> <br />A <br />N <br />D <br /> <br />8 <br />180° <br />2 1/2" MIN <br />4d <br />d <br />REBAR <br />REBAR <br />PL PER <br />DETAILS, <br />2/3d MIN, TYP <br />NOTES: <br />1. REINFORCING TO BE WELDED, EXCEPT ASTM A706, SHALL CONFORM <br />TO THE MATERIAL PROPERTY REQUIREMENTS OF ANSI/AWS D1.4, <br />NEWEST EDITION. <br />2. ALL PREHEATING AND WELDING SHALL BE DONE IN ACCORDANCE <br />WITH ANSI/AWS D1.4, NEWEST EDITION. <br />3. ALL WELDING SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED <br />LABORATORY. <br />E = EFFECTIVE THROAT = .2d MIN <br />E <br />d <br />E <br />E <br />REBARE <br /> <br />MIN <br />2d <br />MIN <br />2d <br />A <br />A TANGENT <br />POINT <br />d <br />1/8" MIN <br />d <br />6d <br />SEE AT <br />LEFT FOR <br />SIZE <br />0'-0" <br />TOC <br />HSS4x4x1/4 POST BY OTHERS <br />SPACED @ 5'-0"CC MAX <br />3/16 <br />CAP PL <br />TO HSS <br />1" MAX HIGH-STRENGTH, NON- <br />SHRINK, NON-METALLIC GROUT <br />SLAB ON GRADE PER PLAN <br />FO <br />(E) WALL <br />TOF <br />-1'-0" <br />(E) CONC WALL <br />(E) SLAB ON <br />GRADE <br />(E) WALL FTG <br />VIF <br />4'-0" <br />6" <br />VIF <br />1'-9" <br />CONTRACTOR'S OPTION: <br />FOLLOW THE GUIDELINES FOR THE <br />"CORNER CONDITION" IN DETAIL <br />IN LIEU OF THIS DETAIL <br />3/S2.01 <br />A A <br />PER ARCH CL <br />HSS <br />CONC CURB PER <br />3 <br />S2.01 <br />2 <br />2 <br />10" <br />10 <br />" <br />EQ EQ <br />EQ <br />E <br />Q <br />1 1/2"1 1/2" <br />1 <br />1 <br />/ <br />2 <br />" <br />1 <br />1 <br />/ <br />2 <br />" <br />(4) 13/16"Ø HOLES FOR <br />3/4"Ø HILTI KB-TZ2 SS w/ 4 <br />3/4" EFFECTIVE EMBED <br />HSS POST PER PLAN <br />1/4 <br />PL5/8 <br />SECTION A-A <br />2 <br />CAP PL5/16 <br />NOTES: <br />1. ALL WELDS AT EXPOSED CONDITIONS ARE ALL AROUND FOR CLOSURE AND SHALL BE GROUND SMOOTH. <br />2. ALL ERECTION AIDS TO BE REMOVED AND WELDS GROUND SMOOTH AFTER ERECTION. <br />3. REFER TO ARCH DWGS AND SPECS FOR ANY ADDITIONAL AESS REQUIREMENTS AT EXPOSED CONDITIONS. <br />4. PROVIDE 3/16" FILLET WELD WHERE HSS SIDES ARE AT LEAST 1/4" NARROWER THAN SUPPORTING HSS. <br />TOP RAIL <br />HSS PER <br />ARCH TYP HSS PER <br />ARCH, TYP <br />INTERMEDIATE RAIL <br />3/16 <br />TYP <br />NEAR AND <br />FAR SIDES <br />SEE NOTE 4 <br />3/16 <br />1/4 <br />EA SIDE <br />SEE NOTE 4 <br />3/16 <br />CAP PL <br />S <br />STATE OF C A LIFORNIASTRUCTURAL <br />R <br />EFORPDERETSIG <br />E <br />S I N <br />ENGIN <br />E <br />E <br />R <br />O AL <br />1230 W WASHINGTON ST, SUITE 114 <br />TEMPE, AZ 85288 <br />602 225 1575 <br />CH <br />I <br />L <br />L <br />E <br />R <br /> <br />R <br />E <br />L <br />O <br />C <br />A <br />T <br />I <br />O <br />N <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />. <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />14 <br />0 <br />1 <br /> <br />N <br />. <br /> <br />T <br />U <br />S <br />T <br />I <br />N <br /> <br />A <br />V <br />E <br />. <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br /># <br />1 <br />7 <br />0 <br />SI <br />M <br />O <br />N <br />M <br />E <br />D <br /> <br />I <br />M <br />A <br />G <br />I <br />N <br />G <br />09/13/2024 <br />24-004.2 <br />GKA ARCHITECTS. ALL RIGHTS RESERVED <br />COPYRIGHT © 2024 <br />WWW.GKA-ARC.COM <br />(213) 200-0030 <br />LOS ANGELES, CA 90071 <br />633 W 5TH ST, STE 2607 <br />SHEET NUMBER: <br />SHEET TITLE: <br />ISSUE DATE: <br />PROJECT NUMBER: <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br />C <br />O <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />T <br />DESCRIPTIONDATEREV <br />WARREN R. <br />POTTEBAUM <br />No. 4791 <br />4/ <br />1 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />0 <br />: <br />3 <br />2 <br />: <br />1 <br />3 <br /> <br />A <br />M <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />K <br />e <br />i <br />t <br />h <br />S <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />B <br />u <br />e <br />h <br />l <br />e <br />r <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />\D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />2 <br />0 <br />2 <br />4 <br />- <br />0 <br />1 <br />3 <br />7 <br />_ <br />S <br />i <br />m <br />o <br />n <br />M <br />e <br />n <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />C <br />h <br />i <br />l <br />l <br />e <br />r <br />_ <br />R <br />v <br />t <br />23 <br />_ <br />C <br />e <br />n <br />t <br />r <br />a <br />l <br />_ <br />k <br />s <br />o <br />w <br />l <br />e <br />y <br />. <br />r <br />v <br />t <br />STRUCTURAL <br />DETAILS <br />S2.01 <br />-1/4" = 1'-0"PARTIAL FOUNDATION PLAN DETAIL NO SCALE <br />S2.01 <br />2DETAILNO SCALE <br />S2.01 <br />1 <br />HOUSEKEEPING PAD AT <br />SLAB ON GRADE <br />310SD005 <br />DETAIL NO SCALE <br />S2.01 <br />3 <br />HSS POST SLEEVE <br />DETAIL NO SCALE <br />S2.01 <br />6 <br />STANDARD REBAR <br />HOOKS & BENDS <br />300SD001-STD <br />DETAIL NO SCALE <br />S2.01 <br />7 <br />REBAR WELDING 300SD002 <br />DETAIL NO SCALE <br />S2.01 <br />4 <br />HSS POST BASE @ (E) <br />WALL FTG <br />DETAIL NO SCALE <br />S2.01 <br />5 <br />HSS CONNECTIONS 514SD017 <br />2 4/3/25 CITY COMMENTS