Laserfiche WebLink
CONCRETE WALL ABOVE <br />AS OCCURS IN PLAN <br />T <br />ONE WAY RAMP DETAIL <br />SCALE: N.T.S. <br />CONCRETE WALL & RI <br />CONCRETE TOPPING SLAB PER ARCH., <br />4.5" MAX. AVERAGE THICKNESS OF <br />TOPPING SLAB BE REINFORCED WITH <br />WWF4.Ox4.0 - 6x6 <br />NOTES: <br />1. FOR TOP BARS AT INTERIOR SUPPORT, PROVIDE THE LARGEST <br />STEEL AREA REQUIRED FOR ADJACENT SPANS. <br />2. STD. 90' HOOK FOR 25% OF BOTTOM BARS AT EXTERIOR SUPPORT <br />OR CANTILEVER EDGE, TYP. <br />3. CLASS "A" LAP SPLICE 50% OF BOTTOM BARS AT t OF INT. SUPPORT, <br />EXTEND BALANCE 6" BEYOND t SUPPORT, TYP. <br />4. CLASS "A" LAP SPLICE ALL TOP BARS @ t MIDSPAN. <br />5. STAGGER ALL LAP PLICES BY 2'-0" O.C. <br />6. STD. 90' HOOK FOR ALL TOP BARS AT EXTERIOR SUPPORT <br />OR CANTILEVER EDGE, TYP. <br />'GRID <br />OF SUPPORT <br />L 0.33 L1 <br />2" CLEAR ' (3'-0" MIN) <br />TYPICAL AT T <br />CANTILEVER TOP BARS ( ) <br />STD HOOK <br />TYP <br />2" 1 1 [ 6" MIN <br />3" MAX TYP <br />TYPICAL ONE-WAY SLAB REINFORCEMENT DETAIL <br />SCALE: N.T.S. <br />STAGGEREC DADC <br />HORIZONTAL <br />PER DETAIL <br />SECTION X <br />SLAB PE <br />ADDITIONAL #5 <br />6'-0" LONG TOP „l,u UVI fum <br />CRASH WALL DETAIL <br />CENTER OF WALL l <br />OFNTFR OF HnRl7nNTAI RFRAR _ ) <br />CRASH WALL DETAIL AT SLAB EDGE <br />AUU I —ffD UUN I <br />EXTEND EVERY OTHER <br />BAR U.N.O. ON PLAN <br />, CLASS "A" , <br />TEMP BARS <br />BOTTOM BARS (B) STAGGERED TYP <br />L1 <br />NOTE: <br />1. STAGGERED BARS NOT REQUIRED WHEN <br />WALL IS LOCATED AT PERIMETER OF <br />BUILDING. SEE DETAIL B. <br />POST -INSTALLED REBAR SHALL NOT BE <br />PERMITTED WITH THIS DETAIL AOR AND <br />SEOR SHALL BE NOTIFIED OF SEQUENCED <br />IF CONTRACTOR ELECTS TO POST -INSTALL <br />REBAR. THICKNESS OF WALL MAY INCREASE <br />WITH POST -INSTALL METHOD. <br />RETAINING WALL <br />WHERE OCCURS <br />i <br />�o 01 1 <br />Gn M <br />8" THK CMU WALL OR <br />6" THK MIN. CAST -IN -PLACE <br />CONCRETE WALL W/ <br />#5 0 16" O.C. VERTICAL AND <br />#5 ® 24" O.C. HORIZONTAL <br />0.33 L1 OR L2 <br />(3'-0" MIN.) <br />CITY OF SA <br />Planning and Bu <br />GRID <br />OF SUPPORT <br />0*11 L1 OR L2 <br />( '-0" MIN.) <br />C <br />\i LLr 1\m14 UL <br />EQUALS TO <br />TWO TIMES LARGER <br />DIAMETER OF ADJACENT <br />OPENING, 6" MIN. <br />Lt� <br />Labib Funk + Associates Burnett + Yo,j <br />Structural I Civil Engineers Shoring Engh <br />Approv <br />319 Main Street <br />El Segundo, CA 90245 <br />t: 2 j 9 9700 <br />ea 99699 <br />JLA Job no. 20751 <br />MIT ISSU <br />- � I��iGi■ii■iii�I"� <br />BARS �1 <br />f • <br />Master ID:,IE G <br />• <br />FOUNDED <br />MAX., TYP. <br />__D <br />DDED <br />_ _ -.__ _._ DIRECTION, TYP. <br />(MIN. 1 BAR TOP AND BOTT. EA. SIDE, <br />EA. WAY.) <br />TYPICAL SLAB REINFORCEMENT <br />AT CONDUIT PENETRATIONS <br />SCALE: NTS _ SCALE: N.T.S. <br />NCE <br />Legado Companies <br />121 s. beverly drive <br />beverly hills, cc 90212 <br />tel: 310-432-0800 <br />www.legado.net <br />LJO <br />O <br />C�4 <br />U <br />0U <br />C <br />J <br />0 <br />C) <br />0 <br />U <br />W <br />� <br />iJ= <br />—� <br />LU <br />O <br />O <br />CV <br />NOT FOR CONSTRUCTION <br />GHIH cy�l F <br />c� S5150 m <br />06- 0-20 <br />RUCT <br />9TF OF CAS \F <br />N <br />K <br />w <br />w <br />_I <br />N <br />N <br />< <br />I_< <br />N <br />M <br />co <br />co <br />> <br />V) <br />w <br />>< <br />LL <br />w <br />w <br />Q <br />w <br />N <br />U <br />w <br />w <br />w <br />`n <br />p <br />Z <br />= <br />= <br />�i <br />0 <br />p <br />U <br />U <br />1 <br />W <br />�o- <br />zzv)CL <br />0 <br />CL <br />2UCCLmvMi <br />ON <br />ON <br />C <br />NO <br />N <br />N <br />N <br />4 <br />O <br />O <br />00 <br />O <br />.— <br />.— <br />O <br />O <br />O <br />r- <br />2004423 1 BID SET <br />CONCRETE ONE <br />WAY SLAB SECT. & <br />DETAILS <br />scale: <br />S323 <br />