Laserfiche WebLink
#5 @ 10" OC VERT <br />#5 @ 12" OC HORIZ <br />. <br />GUARDRAIL, WHERE <br />OCCURS PER ARCH <br />HARDSCAPE PER <br />LANDSCAPE <br />4" MAX TOPPING SLAB, <br />SLOPE TO DRAIN <br />DOWEL TO MATCH VERT <br />BAR SIZE AND SPACING <br />T/SLAB <br />EL = SEE PLAN <br />EMBED PL PER SCHED ON <br />VERT LOCATION <br />PER GUARDRAIL MFR <br />EXT FACADE <br />PER ARCH <br />PERFORATED MESH <br />FABRIC, WHERE OCCURS <br />PER ARCH. CONN TO <br />STRUCTURE PER MFR <br />LEVEL 7 <br />EL = SEE PLAN <br />ADD #5 CONT BAR <br />WHERE NONE OCCURS <br />ROUGHEN TO 1/4" MIN <br />AMPLITUDE <br />(5 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />) <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />TYP <br />LT <br />S <br />8/ R1.S8.50 <br />8"C <br />EQ <br />EQ <br />T <br />CABLE AND ATTACHMENT BY <br />OTHERS. ALLOWABLE <br />TENSION LOAD "T" = 800 LBS <br />6X12X1/2 EMBED PL W/ <br />(2)-1/2" DIA X 8" LONG <br />WELDED HEADED STUDS <br />ADD 2-#5 BARS DEVELOPED <br />Ld BEYOND EDGE OF PL IN <br />EA DIRECTION <br />4 - #4 U-BAR STIRRUPS @ 4" OC. <br />1 EA SIDE OF HEADED STUD <br />T/SLAB <br />EL = PER PLAN <br />1/4 <br />#5 @ 12" OC EW <br />HARDSCAPE PER <br />LANDSCAPE <br />4" MAX TOPPING SLAB, <br />SLOPE TO DRAIN <br />CONCRETE SLAB AND <br />REINF PER PLAN <br />TY <br />P <br />LT <br />S <br />T/SLAB <br />EL = SEE PLAN <br />DOWEL TO MATCH SIZE AND <br />SPACING OF VERT BARS <br />EXT FACADE <br />PER ARCH <br />PERFORATED MESH FABRIC, <br />WHERE OCCURS PER ARCH. <br />CONN TO STRUCTURE PER MFR <br />LEVEL 6+ & 7 <br />EL = SEE PLAN <br />ROUGHEN TO 1/4" <br />MIN AMPLITUDE (5 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />) <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />8" <br />C <br />#5 DOWELS @ 12" OC MAX <br />GLASS GUARDRAIL WHERE <br />OCCURS PER ARCH <br />1'-6" WIDE CONT CONC CURB <br />POURED MONOLITHICALLY <br />W/SLAB BELOW <br />CONC SLAB AND REINF <br />PER PLAN <br />T/SLAB <br />EL = SEE PLAN <br />GUARDRAIL EMBED <br />PER <br />(8 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />) <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />LEVEL 6+ & 15 <br />EL = SEE PLAN <br />12 <br />" <br /> <br />M <br />A <br />X <br />(4)-#5 CONT <br />GUARDRAIL CONN TO <br />STRUCTURE PER MFR <br />8 <br />R1.S8.50 <br />Ld ADD #5@12 TOP BAR AT <br />GUARDRAIL EDGE OF <br />SLAB CONDITIONS C <br />C <br />ROUGHEN TO 1/4" MIN AMPLITUDE <br />GLASS GUARDRAIL WHERE <br />OCCURS PER ARCH <br />1'-6" WIDE CONT CONC CURB POURED <br />MONOLITHICALLY W/SLAB BELOW <br />CONC SLAB AND REINF <br />PER PLAN <br />T/SLAB <br />EL = SEE PLAN <br />GUARDRAIL EMBED <br />PER <br />LEVEL 7 <br />EL = SEE PLAN <br />12 <br />" <br /> <br />M <br />A <br />X <br />GUARDRAIL CONN TO <br />STRUCTURE PER MFR <br />HARDSCAPE PER <br />LANDSCAPE <br />4" MAX TOPPING <br />SLOPE TO DRAIN <br />8 <br />R1.S8.50 <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 />1" = 1'-0" <br />11/19/2024 3:37:03 PM <br />R1.S8.48 <br />ABOVE GRADE SECTIONS AND <br />DETAILS <br />S21043.00 <br />SCALE: 1" = 1'-0"12 <br />EXTERIOR GUARDRAIL AT LEVEL 7 AMENITY DECK - <br />CONCRETE PARAPET <br />SCALE: 1" = 1'-0"8 DETAIL AT CATENARY CABLE ATTACHMENT <br />SCALE: 1" = 1'-0"11 EXTERIOR CONCRETE PARAPET GUARDRAIL <br />SCALE: 1" = 1'-0"10 EXTERIOR GUARDRAIL <br />SCALE: 1" = 1'-0"9 GUARDRAIL AT RAISED SLAB <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 />1/7/25