Laserfiche WebLink
T/WALL <br />B/WALL <br />VERT REINF IN <br />FIRST CELL, UON #5 <br />MIN BAR DIA USE AT <br />ENDS, OR CORNERS <br />SEE LINTEL SCHEDULE <br /> OPENING LENGTH "L" <br />BOND BEAM UNITS <br />(INVERTED) <br />VERT IN FIRST CELL <br />AT ALL OPENINGS <br />FULL HEIGHT <br />EMBED TYP <br /> LAP SPLICE <br />HOOK VERT TRIM WHERE <br />EMBED BEYOND OPNG <br />LESS THAN LAP SPLICE <br />TOP BARS & CHORD <br />BARS CONT THRU WCJ <br />OPENINGS TYP <br /> 1'-4" MIN BTWN <br />VERT IN FIRST CELL <br />OF LINTEL & PIER AT <br />OPENING TYP <br />OPENING TYP <br /> 1'-4" MIN BTWN <br />DUCT OPENING SEE MECH <br />SIZE NEAREST TO <br />BLOCK MODULE <br />6 <br />- <br />TYP WALL REINF <br />SEELA <br />P <br />, <br /> <br />T <br />Y <br />P <br />DOWEL TO MATCH <br />VERT REINF <br />SEE LINTEL SCHEDULE <br /> OPENING LENGTH "L" <br /> P <br />I <br />E <br />R <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />4 <br />R1.S6.01 <br />12 <br />R1.S6.01 <br />7 <br />R1.S6.01 <br />#3 @ 8" OC <br />TIES OR <br />VERT REINF <br />IN THE FIRST <br />CELL <br />TYP CALL <br />HORIZ REINF <br />VERT REINF <br />IN THE FIRST CELL <br />#3 @ 8" OC <br />TIES OR <br />VERT REINF <br />IN THE FIRST <br />CELL <br />VERT REINF <br />IN THE FIRST CELL <br />TYP CALL <br />VERT REINF <br />CL WALL <br />LAP <br />LAP <br />CL WALL <br />NOTES: <br />1. USE WALL PIER DETAIL WHERE: <br />- PIER LENGTH<5x WALL "t" <br />- PIER HEIGHT>2x PIER LENGTH <br />2. EXTEND HORIZONTAL TIES LAP SPLICE <br />LENGTH ABOVE & BELOW OPENING <br />MA <br />X <br /> <br />C <br />L <br />R <br />= <br />1 <br />" <br />MI <br />N <br /> <br />C <br />L <br />R <br />= <br />VE <br />R <br />T <br /> <br />B <br />A <br />R <br /> <br />D <br />I <br />A <br />8" CMU PIER <br />12" CMU PIER <br />CL WALL <br />NOTES: <br />1. SEE PLANS FOR WALL TYPE LOCATIONS. <br />2. LAP SPLICE REINFORCING PER <br />3. CMU SHALL BE RUNNING BOND & FULLY GROUTED UON <br />4. USE DOUBLE OPEN END BLOCKS TO THE EXTENT PRACTICAL TYP <br />DO NOT PLACE CLOSED SIDES BACK TO BACK. <br />5. SEE STRUCTURAL GENERAL NOTES FOR MATERIAL SPECIFICATIONS <br />6. FOR WALL CONTRUCTION & CONTROL JOINT SEE DETAIL <br />7. FOR WALL CORNERS & INTERSECTIONS SEE DETAIL <br />8. SEE SHEET R1.S6.02 FOR TYPICAL TOP OF WALL CONNECTIONS. <br />MAX CLR=1" <br />MIN CLR= <br />VERT BAR DIA <br />8" CMU WALL 12" CMU WALL <br />VERT REINF <br />AT CL WALL <br />TYP UON <br />VERT REINF <br />AT CL WALL <br />TYP UON <br />BOND BEAM UNIT <br />AT HORIZ REINF <br />LOCTION TYP <br />HORIZ REINF <br />6 <br />- <br />12 <br />- <br />9 <br />- <br />SECTION VIEW <br />REINFORCING SCHEDULE FOR CONCRETE MASONRY WALL <br />WALL <br />TYPE <br />NOMINAL <br />THICKNESS <br />CMU1 <br />CMU2 <br />CMU3 <br />8" <br />12" <br />#5 @ 8" OC <br />12" <br />VERTICAL <br />REINF <br />#6 @ 16" OC <br />#5 @ 16" OC <br />SINGLE <br />HORIZONTAL <br />REINF <br />No. OF REINF <br />CURTAIN <br />#4 @ 24" OC <br />#5 @ 16" OC <br />#5 @ 16" OC <br />SINGLE <br />DOUBLE <br />CMU4 8"#5 @ 16" OC #4 @ 24" OC SINGLE <br />10'-0" <br />MAX <br />HEIGHT <br />20'-0" <br />10'-0" <br />7'-0" <br />COMMENTS <br />INTERIOR WALL AT PARKING <br />INTERIOR WALL AT PARKING <br />EXT WALL AT PARKING <br />CMU5 8"#6 @ 16" OC #5 @ 24" OC 20'-0" <br />CMU6 12"#6 @ 16" OC #5 @ 24" OC DOUBLE 26'-0" <br />EXT WALL AT PARKING <br />INTERIOR WALL <br />INTERIOR WALL <br />SINGLEC <br />NOTES: <br />1. "K" SHALL BE TAKEN AS THE CMU COVER DIMENSION OR THE CLEAR <br />SPACING BETWEEN ADJACENT BARS, WHICHEVER IS LESS. SEE ABOVE. <br />2. WHERE EPOXY-COATED REINFORCING IS USED, INCREASE LAP SPLICE LENGTH BY 50%. <br />3. SPLICES OF HORIZONTAL REINFORCEMENT IN WALLS SHALL BE STAGGERED. <br />4. SPLICES OF HORIZONTAL REINFORCEMENT IN WALLS CONTAINING TWO CURTAINS OF <br />REINFORCEMENT SHALL NOT OCCUR IN THE SAME LOCATION. <br />5. "N/A" MEANS "NOT ALLOWABLE" INCREASE "K" FOR ALLOWABLE LAP SPLICE. <br />K=MINIMUM (K1 OR K2) <br />K1=COVER <br />SPACING <br />K2=BAR <br />LAP SPLICE LENGTH (f 'm=1800PSI) <br />BAR <br />SIZE <br />FOR <br />K>2db <br />#3 <br />#4 <br />#5 <br />FOR <br />K>3db <br />FOR <br />K>4db <br />N/A 2'-0" 1'-6" <br />3'-0" 2'-8" 2'-0" <br />3'-3" 2'-6"3'-9" <br />#6 4'-6" 3'-9"4'-6" <br />#7 5'-3" 4'-6"5'-3" <br />#8 6'-0" 5'-9"6'-0" <br />#9 6'-10" 6'-6"6'-10" <br />A 8" WALL B 12" WALL <br />HORIZ REINF <br />PER SCHED <br />VERT REINF <br />PER SCHED <br />HORIZ REINF <br />PER SCHED <br />HORIZ REINF <br />PER SCHED <br />HORIZ REINF <br />PER SCHED <br />INVERTED BOND BEAM AT <br />CONTRACTOR'S OPTION <br />WHERE BOT FACE OF LINTEL <br />IS ENTIRELY CONCEALED <br />LINTEL UNIT TYP <br />VERT REINF <br />PER SCHED <br />TYP WALL <br />HORIZ REINF <br />TYP WALL <br />HORIZ REINF <br />ALT STIRRUP CAP <br />REINFORCING SCHEDULE FOR <br />LINTEL CMU WALL <br />OPENING <br />LENGTH <br />MIN LINTEL <br />DEPTH <br />6"-8" WALL <br />L < 4'-0" <br />L < 6'-0" <br />L < 8'-0" <br />2'-0" <br />2'-8" <br />#5 #3 @ 6" OC <br />2'-8" <br />HORIZ VERT HORIZ <br />12" WALL <br />VERT <br />#5 <br />#6 <br />2-#5 <br />2-#6 <br />2-#7 <br />#3 @ 8" OC <br />#3 @ 8" OC <br />#3 @ 6" OC <br />#3 @ 8" OC <br />#3 @ 8" OC <br />LI <br />N <br />T <br />E <br />L <br /> <br />D <br />E <br />P <br />T <br />H <br />LI <br />N <br />T <br />E <br />L <br /> <br />D <br />E <br />P <br />T <br />H <br />WALL SECTION <br />MIN GROUT PLACEMENT <br />FLUSH WITH TOP OF BLK <br />WALL, SEE ARCH. <br />CONSTRUCTION <br />JOINT <br /> 1 <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />A <br />T <br /> <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />J <br />O <br />I <br />N <br />T <br />S <br />DE <br />P <br />R <br />E <br />S <br />S <br /> <br />G <br />R <br />O <br />U <br />T <br />RI <br />E <br />N <br />F <br /> <br />L <br />O <br />C <br />A <br />T <br />I <br />O <br />N <br />DE <br />P <br />R <br />E <br />S <br />S <br /> <br />G <br />R <br />O <br />U <br />T <br />1 <br />1 <br />/ <br />2 <br />" <br />A <br />T <br /> <br />H <br />O <br />R <br />I <br />Z <br />8" CMU WALL 12" CMU WALL <br />LA <br />P <br />HOOK OUTER HORIZ <br />REINF TO LAP <br />4 EXTRA TYP VER BARS, PLACE <br />FOR ANCHORAGE AS SHOWN ON <br />INSIDE OF HORIZ BARS <br />INNER HORIZ REINF <br />W/ STD HOOK DOWN <br />HORIZ REINF DOWEL <br />W/ STD HOOK <br />LA <br />P <br />VERT REINF AT <br />WALL CORNER TYP <br />PLACE INSIDE OF <br />HORIZ REINF <br />A AT CORNERS <br />8" CMU WALL 12" CMU WALL <br />B AT INTERSECTIONS <br />8" CMU WALL 12" CMU WALL <br />C AT ENDS <br />LAP LAP <br />HORIZ REINF <br />DOWEL <br />VERT REINF AT <br />WALL INTERSECTION <br />PLACE INSIDE OF HOOK <br />HORIZ REINF DOWEL <br />W/ STD HOOK <br />4 EXTRA TYP VERT BARS, <br />PLACE FOR ANCHOR AS <br />SHOWN ON INSIDE OF HORIZ <br />BARS <br />LAP W/ HORIZ <br />REINF <br />#3 <br />18" <br />HORIZ REINF W/ <br />STD HOOK DOWN <br />VERT REINF AT <br />WALL ENDS TYP <br />HORIZ REINF W/ STD <br />HOOK DOWN AT ENDS <br />& JAMBS OF WALLS TYP <br />VERT REINF AT <br />WALL ENDS TYP <br /> LAP W/ <br />HORIZ REINF <br />#3 18" <br />GAP <br />1/2"TERMINATE HORIZ REINF <br />BARS EXCEPT TOP BARS <br />& CHORD BARSCAULKING & NEOPRENE <br />CONTROL JOINT, SEE ARCH. <br />RAKE OUT MORTAR <br />JOINT 1/4" EA SIDE NOTE: <br />SEE FOUNDATION PLAN FOR WALL CONTROL <br />JOINT LOCATIONS MARKED THUS: WCJ <br />WALL PLAN <br />A MID WALL <br />B END OF WALL <br /> 40 BAR DIA <br />4-#5 VERT TYP <br />#3 TIES @ 8" OC TYP <br />DOWELS TO MATCH WALL <br />HORIZ REINF W/ STD HOOK <br />4-#5 VERT TYP <br />#3 TIES @ 8" OC TYPTYP <br /> 1/2" CLR <br />WALL HORIZ REINF CONT <br />THRU PILASTER <br />EMBEDMENT MIN <br /> 1/2" CLR <br /> BOLTS IN MASONRY <br /> 1 <br />" <br /> <br />M <br />I <br />N <br /> <br />G <br />R <br />O <br />U <br />T <br /> <br />A <br />L <br />L <br /> <br />A <br />R <br />O <br />U <br />N <br />D <br />NOTES: <br />1. MINIMUM BOLT SPACING SHALL BE 8 BOLT DIAMEMTERS <br />WITH A MINIMUM EDGE DISTANCE OF 6 DIAMETER AND <br />WITH A MINIMUM OF 6" TO END OF WALL. <br />2. BOLTS SHALL BE ASTM A307 HEADED HEX HOLTS OR <br />A36 PLAIN TOD WITH TREADED ENDS AND DOUBLE HEX NUTS. <br />BOLT SIZE <br />1/2" <br />3/8" <br />3/4" <br />4" <br />5" <br />EMBEDMENT <br />7/8"6" <br />1" 7" <br />1 1/8" 8" <br />4" <br />CONCRETE <br />OR MASONRY <br />HEADED ANCHOR <br />BOLT <br />NOT TO SCALE <br />CMU WALL ELEVATION W/ OPENING1 <br />NOT TO SCALE <br />WALL PIER DETAIL7 <br />NOT TO SCALE <br />CMU WALL REINFORCING SCHEDULE3 <br />NOT TO SCALE <br />REBAR OFFSET AND LAP SPLICE CMU f 'm=1800 PSI6 <br />NOT TO SCALE <br />WALL LINTEL DETAIL AND SCHEDULE4 <br />NOT TO SCALE <br />CMU WALL CONSTRUCTION JOINTS11NOT TO SCALE <br />CMU WALL CORNERS AND INTERSECTIONS9 NOT TO SCALE <br />CMU WALL CONTROL JOINT12 <br />NOT TO SCALE <br />PILASTER DETAIL8 <br />NOT TO SCALE <br />BOLT EMBEDMENT SCHEDULE10 <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 3:33:26 PM <br />R1.S6.01 <br />TYPICAL NON-BEARING CMU WALL <br />DETAILS <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />C 09.27.2024 REISSUE FOR PLAN CHECK <br />1/7/25